Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
PP - 17000 SOUTHCENTER PKWY - MACYS DISTRIBUTION CENTER - PERMITS AND PLANS
17000 SOUTHCENTER PKWY ASSOCIATED PERMITS 19-S-219 19-S-250 18-S-072 D19-0323 93-S-260 17-S-164 03-F-094 97-F-205 93-F-297 91-S-342 92-S-148 910191 91-060 93-S-260 07-S-265 83-110 830004 84-019 84-077 850267 850247 866129 06-S-136 06-S-216 10-S-170 91-227 98-S-078 877-133 MI -01-005 84-080 441t111144 SITE LOCATION crrY OF TUkWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order kr be accepted for plan review: **PLEASE PRINT** King Co. Assessor's Tax No.: Site Address: l7 Tj ,CExt\er PotYk.m.x. Suite Number Floor: Tenant Name: Y C'i S 1^'. Cr . R�� s 1:1-1W., 2.New Tenant?Q- Yes pit -No Property Owner's Name: i ��`\Is Mailing Address: S 0, 'err- a" (x6 b� Q, CONTACT PERSON -if there are questions about the submittal. Name: Cr\st\.e �1wnA City State Tap Q� �'T : '/Z •4g/7tb b9 CompanyName: &oWY1 �� I 1 t/�LL,per �� / ! rci Mailing Address: E -ail Address: CU�'l�t e 'g C,YDwn-p ( 7YGay Fax N r kwila ,NICET III number ` 791/ `OW • �` Busing I, nuContractor's City ofmber: abs • oq Q S s 1 Z Total number of new/relocated devices or sprinider heads: 3 44 Valuation of Project (contractor's bid price): S3 (DMZ Scope of Work (please provide detailed information): b PERMIT APPLICATION NOTES Vase of Coaslr.cdioa — ht all cases, a value of eat amouta should be enteredthe reviewed and is subject to possible revision by the Fire Marshal to by This figure will be comply with =rent fee schedules. Expiration of Plan Review -Every permit issued shall become invalid uniesethe work on the sit authorized by such permit is connnenced witbia 180 days after 'As i oee,,or iftbe weak admitted an the site by suet p is suspended or abandoned fora period of 180 (lays after the time the work is commenaxt The Fire blarshal is authorized to grant; in usti writing, one oe - mt.we e x extensions of far periods not more than ISO days each. The shall be red in writiai and I HEREBY CERTIFY THAT I HAVE READ IND EXAMINED THIS APPLICATION AND KNOW TIIE SAME TO BE TRUE UNDER. PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 Signature: / i % C4- L14907 Date: 12/1 t / i q Print Name: (essiret P/ Plan Permit App.doc ' 822/14 `IFDFPForm8' OR AUTHORIZED AGENT: SITE LOCATION CITY OF TUFA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: Site Address: j 7C f Y QrArfs 1W Way Suite Number: Floor: Tenant Name: CXCC S 'j" ICS Property Owner's Name: ! ► l0‹ Mailing Address: ,7OCO 6oJr 10E4e" fark_lAZN I vk w/161/ IM City State Zip New Tenant? ❑ - Yes ❑ - No CONTACT PERSON -if there are questions about the submittal. Name: Cr \s -\--w_ CcONarrit Day Telephone: qZ 17/8)760 0 Company Name: CYO ()3yj 'RFC - t (r), Mailing Address: 1 Fox 12_1\2) Mill CYce c LoA q gO Z City State Zip E-mail Address: Cr � ' ) � C bti.J if'p. C Fax Number: % Contractor's City of Tukwila NICET III number: 9'`1Jq/ • ��� Business License number: � 79yuS • Dgg6812_. Total number of new/relocated devices or sprinkler heads: 4129 Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): f� CNM )n ata 1/45p,-ink_ler ht=pek:, PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Plan Permit App.doc 8/22/14 Date: I / /1 ) Day Telephone: yZc y��% .7a4 TFD FP Form 8 SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: ?,{Q Z -3 - q b 77 Site Address: r7 00 0 Sbu k kC e n- r Poi' kg.) 0.V Sum Number: C Floor: Tenant Name: t\ c ALy 1 S Lot) S -1 i Gj t- Opera ,-it iii New Tenant? ❑ - Yes lig-No Property Owner's Name: ra C Mailing Address: c70 0 Q S o LI 4 h ce AA -4 (- Par tL W d .1 City CONTACT PERSON -if there are questions about the submittal. Name: Company Name: Mailing Address: t2.0 o L C (-own re._ e f o Pn POW Rt13 (mitt Tvk4.41.1u L r State Zip Day Telephone: L j2T- til g/ -?(( IN c_ Cffetc_ L...-41 `f B(: z. E-mail Address: L� SS C� c �� (L� ala State Zi Jr • (0 !el Fax Number: 2 r L/ r/ a Q ,r , NICET III number. a1 G O — 059 I BusinessLicense ni ntber: vq 9 5 81 Z Contractor's City of Tukwila Total number of new/relocated devices or sprinkler heads: 0 — 1 e {�� (� } no. 1 e (per 44 p l i, Valuation of Project (contractor's bid price): $ 5040 Scope of Work (please provide detailed information): R �� ©s"c `� a C� Sc f i (11 d Q r Y1' (1. Eor ( G �P� cono-et-for � PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review' -Every permit ilsued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance,.or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated_ I HEREBY CERTIFY THAT I HAVE READ 4ND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR`AUTHORIZED AGENT: Signature: �� �/1 0.! fAit Pian Permit App.doc 8f2.2/14 Print Name: C c Date: ti ( 2_ /I /3 Day telephone: 'ITD FP For; 8 CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 . 206-575-4407 SITE LOCATION Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: Site Address: 11 (MO 501/4AACeth f ! Suite Number: , Floor: Tenant Name:1IV4.01/4C�/,S 0\sky %�- I (' nn e New Tenant? D - Yes /R( - No Property Owner's Name: ff ynexcl S Mailing Address: CONTACT PERSON -if there are questions about the submittal. Name: 3 Ss \ (i /Cx \� i Company Name: C)4(.0 W YI CI re 1 1' oter____' orl City State Zip Day Telephone: Lits .1" S 1 ' 76°(09 Mailing'Address: E-mail Address: Total number of new/relocated devices or sprinkler heads: 5I046 1VA 2. Valuation of Project (contractor's bid price): $ 51sI 4F:12:10, -- Scope of Work (please provide detailed information): Main q (chi F) he s J ( -k \ nem PERMIT APPLICATION NOTES • Value of Construction —In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is .commenced within 180 days after its issuance, or if the work authorizedon the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in • writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING O R OR AUTHO ZED AGENT: Q► Signature. (Q Date: p ' 1- ) 7 Print Name: Jess/Ca Roh/ncor) Day Telephone: • 17/25 ' / U ('7(d.? Plan Permit App.doc 1t2/13 TFD FP Form 8 y4 L 44tts1744 CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: el FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** SITE LOCATION PAID larso- FEB 262014 TUKWILA FIRE King Co. Assessor's Tax No.: Site Address: 1700 Southcenter Parkway Suite Number: Floor: Tenant Name: Parkway Super Center New Tenant? ❑ - Yes Ej - No Property Owner's Name: Kimco Realty Corp Mailing Address: P.O. Box 82501 Goleta CA 93118 CONTACT PERSON -if there are questions about the submittal. Name: Phi Le Day Telephone: 253-833-1248 Company Name: Fire Systems West, Inc. Mailing Address: 206 Frontage Road North, Suite C, Pacific, WA 98047 PhiL@firesystemswest.com City E-mail Address: Fax Number: 253-735-0115 City State Zip State Zip Total number of new/relocated devices or sprinkler heads:1 Fire Alarm Panel and 6 Addressable Pull Station Valuation of Project (contractor's bid price): $ 3,000 Scope of Work (please provide detailed information): Fire Systems West will be replacing the current Fire Alarm Control Panel with a new Addressable Fire Alarm Control Panel and will change out 6 conventional pull stations to addressables pull stations. All other wiring and devices will remain the same. PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: 2/26/14 Print Name: Phi Le Day Telephone: 253-833-1248 Plan Permit App.doc 1/2/13 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Macy's Logisitics & Operations 17000 Southcenter Parkway Permit No.: 18-S-072 Date: April 11, 2018 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 "for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2'h inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • All interior control valves shall be readily accessible, labeled and located not more than 6 ft. above the floor. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2016 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Macy's Distribution Center 17000 Southcenter Parkway Permit No.: 17-S-164 Date: September 11, 2017 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Comply with NFPA 13, sections 16.2.2.7 and 16.3.1.3.1 for in -rack sprinkler installation. • Install listed sprinkler protective cages to protect sprinkler heads from potential physical damage. • Ensure electrically supervised isolation control valve for in -rack sprinklers water supply. All code references are NFPA 13, 2016 Edition. AON Re: Macy's Distribution Center Tukwila WA As a partner in the property Insurance program for Macy's, we strongly discourage the addition of vents in an adequately protected facility even though some of the fire codes require them. The facility that's being update in Tukwila will have the latest fire protection designs that will include larger orifice Quick Response heads, along with barriers that will limit any fire growth. Adding in vents has limited value in a sprinklered building, is really not desirable and in some cases can be detrimental. All Targe scale fire testing done over the past 30+ years has been done without any venting. Although in principle the vents may delay smoke obscuration, their premature operation may result in increased fuel consumption. Fresh air is drawn into the facility, more fuel is consumed, more smoke is produced. If during manual firefighting venting is needed (caution) alternative means are available to provide this action. Providing Vents in an adequately sprinklered facility is not a desirable building feature that we would recommend.. Regards Tom Lentz, CFPS 1 Chief Technical Officer Aon Risk Solutions 1 Global Risk Consulting 1 Property Risk Consulting 200 East Randolph Street, Chicago, Illinois 60601 Cell: 630.240.5792 Office: 815.459.4764 tom.Ientz@aon.com 1 aon.com RECEIVED CITY OF TUKWILA OCT 1 8 2019 PERMIT CENTER fig n - n2,29, /1- INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 11--S-7.1q PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 64\ft Type of Inspection: l(AProject:S v✓� Monitor: Address: Suite #: k3Gbe CJ(� IN Permits: t Contact Person: Special Instructions: Phone No.: I I Approved per applicable codes. Corrections required prior to approval. COMMENTS: \\\UR�J, 6k_ \t cc cvu wk5 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: t Occupancy Typip: Inspector: '\\N 41\ /CCF Date: /1 Tc' Hrs.: J $100.00'REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit INSPEsu SN NUMBER 00is-- f CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 PERMIT NUMBERS Project: j 1 ±'5f Fire Alarm: Type of Inspection: Address: Suite #: / 7000 c AP&C'') y Contact Person: Special Instructions: Phone No.: riApproved per applicable codes. Corrections required prior to approval. COMMENTS: ,Afts-e 3 Ind s OIL Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: )<i ...?/,/ 3 Date: //23/202 a Hrs.: / 6 1 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 0323 /?-s - Za) PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 V Project://7/42-C l Type f Inspection: ,,,Alitir 1.--0-ife.-/- Address:Con Suite #: /?000 SG ,e4j ct Person: Special Instructions: Phone No.: XApproved per applicable codes. nCorrections required prior to approval. COMMENTS: o ro sro /0A/rg Gest'. /tisk/ da - Oar Zoo las( 2 Urs Needs Shift Inspection: Sprinklers: Fire Alarm: ^ Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector`s Min Date: /�/�� 20 IHrs.: O. $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit p/ - 3-2 3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: /w6/eev:_f Sprinklers: Type of In pe�tior aa Address: Suite #: /7o 00 P/ &Of Contact erson: Special Instructions: / Phone No.: p.. Approved per applicable codes. Corrections required prior to approval. COMMENTS: "7 7A-c(Z_ _2 A _M Di Ai/ 5/7`v_ oilspaQe-ied IDA_ fru_ -c( 46-7-r_ae_74,w)ns Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: )4/15:7 Date: / /2„d 2-0 Hrs.: % a $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 J INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit i -s -2S`0 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: G s W 1 Gs S Type of Inspection::— Monitor: Address:v Suite #: i- ( Occupancy Type: Contact Person: Special Instructions: Phone No.: 36 ('° Approved per applicable codes. Corrections required prior to approval. COMMENTS: \4?4;6%7(--o Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: n Occupancy Type: Inspector:_ I"\ > M Date: Z t7 / f l Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: ' C, S 15'f II IGS' Type of Inspection: �; Address: Suite #: (C)J?) Contact Person:- L'vn Special Instructions: Phone No.: Nn ra ac -1 — 00S -Z) Approved per applicable codes. nCorrections required prior to approval. COMMENTS: ' fgRa2+(.> /care fo4A-L, s-ri6c Orttoco FiNt Aloe‘ --aff-er • -tom, 14A - ci3 3 KATI & rrL Needs Shift Inspection: Sprinklers: Date: Fire Alarm: Hood & Duct: Inspector:.4)-\ l,.._.4 Monitor: Pre -Fire: : Permits: I II() $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 Date: ' i l Hrs.: Inspector:.4)-\ l,.._.4 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 J J INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit >9-s--245* PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:s y `'.0..>-,'" Type o/ pe� : '/ - Address: / Suite #: /70OO S C fig. w Contact Person: Special Instructions: / Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: X p- - itprik tit is /A/ 5 -il riT - `'.0..>-,'" --", x." :---P>ki,te_r-- ON 5,//z. ,8- Monitor: Pre -Fire: Permits: Occupancy Type: c -3-6 --7 /l/ /2,/z. r, iii S --, RA-c_i6c- /A. PAiipti- (P s dro -- '/.41ss ,i PAY' t'1 p .-711-4 /1 4 2 Z'" ,mows f -b ,t 7-7,tx_ z/vo ieivef ry\--c5 -77A-4,,, .6<",t, G��4 /. G&u.0 ise ' G.." s ''S l� 1iv/4 Gtix,c/ _S //vf.fe---) Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ."„el.„. ,,,e Date: l21j P/f l Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F,D. Form F.P. 113 INSPECTION RECOR Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: mac ( ion: ySprinklers: Type of Ins. - ion: (Aedift-- Address: r Suite #: Sc Pimi Contact Per on: Special Instructions: Permits: Phone No.: Occupancy Type: I I Approved per applicable codes. Corrections required prior to approval. COMMENTS: 5pa-e,./ pi4/45 cippeptr-Afor--6e"1 /49-6L Gnus, /ii' PF1l4-1A ryi4-1.4sveArAgoir-r it/or � T -rte.-i, ,✓�-�D ..s,P�N4e� 19P4 - Needs Shift Ins ion: ySprinklers: Hrs.: f Fire Alarm: Hood & Duct: Monitor:GV Pre -Fire: Permits: Occupancy Type: Inspector: Date: VV'( / Hrs.: f $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT l 206-575-440 Project: "Ill vi ' (-49 a 1"7 -(PRI (4g0canT Type of Inspection: e-. , 7V* 4 Address: �-- Suite #: ( t 6 56.-pic,,/ Contact Person: Jl wl gd-014( Special ial Instructions: Phone No.: riApproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Aar N6t-. Nom ,pp/int-10 vi4T'iL TdIE I,i,o2.4)A/4 'If Ii9gewc *: Monitor: Pre -Fire: der f�,g� Pegimir /firyre-Ple- 4 -et- A/6 -1A/ Piv s Occupancy Type: , N �Q(har c,4rie vi fii EA--PYt1 / Ate/24 - ikso g fartifri, 7 .7rirz in Co�r �FE tie -v. -or -rev p,� 1 - CewD.Y,c Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: C 4 Date:WW 1 Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:/ ti Sprinklers: yFire /47^_isen--_ Type of Inspection:44a-4 Address: i. Suite #: l QU SG j)kw Contact Person: ��� Special Instructions: p ?G7 _1(2_04 t r S Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: yFire '4 t Hood & Duct: -f7 ibt--- N �'�/V p ?G7 _1(2_04 t r S Pre -Fire: itkrg fit 1,j-72 I�'"'t-- /;p,A y -tft c vrz-/z-rz72 fy2o /9/=\J Lev S /n1 i Needs Shift Ins ection: % Sprinklers: yFire Alarm: �f Hood & Duct: Monitor: ' Pre -Fire: itkrg Permits: (� Occupancy Type: S3 Inspector: F2-1,7 Date: c,A/h ti Hrs.: l $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECT ON NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: i /lAe,7 piGttei, Alert 11 Type of Inspection: // �` Address: /' Suite #: /7-060 5G Pieta Contact Person: S ecial Instfuctions: p Phone No.: pproved per applicable codes. nCorrections required prior to approval. COMMENTS: 5rittevt<tere— 429,(14rvt,-v-35 Needs Shift Inspection: yeA'S Sprinklers: '. ft4 Fire Alarm: 7 Hood & Duct: Monitor: T Pre -Fire: /JPGl s Permits: Occupancy Type: &✓O ' Inspector: h,7,1,6 -4 ----Date: S"--/ 4.11 / Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 4 INSPECTION NUMBER 'INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: inifr--ki ( D/517 Type of Inspection: P-471-6— Vare—f"ite—s Address:Contact Suite #: (gyp b S G pb.17 Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: NI C -d /-4/14,/ A.1 S /\113 A)l5— r -A si s/s Gk- re - M[ 4- wm-ky -m % a 47- rap op /2,4--6k, (,1.,. _s/5- 1-6(Pri-0 4Pe12-dve6 e V) 5-7-0 C.Le-- / 7-'5 77 //) Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: y✓l Date: /2 /ZM Hrs.: / v $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 / tr .1--056 f eavu.ct— w cq-Sri-e-vcnis 24 FiN IA ".(FO. a'pezt-i Fat v{Is SK INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: S7tsf lr Type of rti/e._ S, Address: Suite #: f 70 00 5C PYAM/S Contact Person: P� ial Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: — F/l/rfm6Z — S ,.?Ar -x -4 zotr, `L Zo' x 7cc -- lo/rss Oes Ay-- Z 7 4,00 4 ? - -, fAsS 4.10-0 "— Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ee., ` T? Date: //��SA 7 Hrs.: Z D $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:W-42/4- �/& tte ci 5 59✓c n (6-Ced55i'-'- Type of Inspection: f rl iG��) Address:nn Suite #: rn0 o SL piiw Contact Person: Special Instructions: Phone No.: Approved per applicable codes. riCorrections required prior to approval. COMMENTS: ruot,(7— -du- (1-c- r(c) otA Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 4-y71 47-.1-- Date: r(d h -g -h --4....-- Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 l INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: M c3 ! . cc Type of Inspectio : SKI 0, k-!.� Address:' 1....1 Monitor: Person: Suite #: ` 7 USC__ P Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: q4ii4W-erit_S6k Girded 4y:eat ovtiii ,o le.v Occupancy Type: i i0,r0 - 6k S S C ' /1. -DD t o I /.G✓ .e S i'lfia ION/ z 'A Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: fyiA Sil- Date: 1okii-7-- IHrs.: f $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 GOLDDIGGERS INC 360-568-8702 CELL 425-348-1789 ANNUAL PERFORMANCE EVALUATION FOR PRIVATE HYDRANTS Date: Le 1 rt ti Name of Facility: TA w€(i i 41 Address: - 0 00. 3,ce,,,Q‘cii, L . Pa.,-1<awck ( J BUJ � Building Representative: ark We4a ' Phone #(�) SOD (9C11 Locate the hydrant lateral gate valve and close sic turns. Open the hydrant lateral gate valve until a stop is reached and then back it off Yz turn. (This will assure that this valve is fully open.) Check the general condition of the hydrant and its surroundings, including the'following: 1. Hydrant paint is yellow? Yes )4. No_________ 2. Paint is in good condition? Yes )C No cif hydrants need repainting, use either Rustoleum #659 Yellow Gloss or Farwest X-3472 Case Yellow) 3. Are any parts missing? Yes No j( 4. Is hydrant clear of vegetative growth? Yes )C No 5. Is hydrant accessible? Yes , No 6. Does operating stem open easily? Yes No 7. Are ports and caps in good condition? Yes Y No 8. Open hydrant slowly. Number of turns to open?,tli 9. With caps on, when hydrant is fully open, is there excessive leakage at the bonnet or barrel? YesNo 10. Is water corning up from the ground around the barrel? Yes No Close the hydrant slowly the same number of turns necessary to open, then back offjust enough to take tension off the stem. Take off all caps and let water drain out. 12. Any leakage while draining affter main valve closed? 'Yes - ' • No 13. Threads inspected and cleaned with wire brush? Yes 14. Arc all caps replaced? No 15. Are hydrants protected from traffic with crash bars? Yeas No, )( No Problems Found: t•-1 A Corrections Made: N 1 Signature of Person Conducting Evaluation (1 -k- Date: to- Representing: 6a, IddijAefS -DAL- LocalFire Department Tv Y.A✓ 410 - Hydrant test fonn.doc bc4 Rev. 10/8/02 • T.P.D. Form F.P. 3 GOLDDIGGERS INC 360-568-8702 CELL 425-348-1789 ANNUAL PERFORMANCE EVALUATION FOR PRIVATE HYDRANTS Date: Le( 1 Name of Facility: /U(e,Xi I t yd Address: ( - b 00 S , C 1 ►'" PAY- k. l -o Ct ti r t V l4- Building Representative:Phone ##(( ) b(1) CPC' Ci Locate the hydrant lateral gate valve and close six turns. Open the hydrant lateral gate valve until a stop is reached and then back it off % turn. (This will assure that this valve is fully open.) Check the general condition of the hydrant and its surroundings, including the'following: 1. Hydrant paint is yellow? 2. Paint is in good condition? (If hydrants need repainting, use either Rustoleum #659 Yellow Gloss or Farwest X-3472 Case Yellow) 3. Are any parts missing? Yes No )( 4. Is hydrant clear of vegetative growth? Yes )( No 5. Is hydrant accessible? Yes •)< No 6. Does operating stem open easily? Yes X. No 7. Arc ports and caps in good condition? Yes k No 8. Open hydrant slowly. Number of turns to open? 1,1 9. With caps on, when hydrant is fully open, is there excessive leakage at the bonnet or barrel? Yes No 10. Is water corning up from the ground around the barrel? Yes Yes No No Yes No k Close the hydrant slowly the same number of turns necessary to open, then back off just enough to take tension off the stem. Take off all caps and let water drain out. 12. •Any leakage while draining after main valve diosed7 Yes . No Y 13. Threads inspected and cleaned with wire brush? Yes >( No 14. Arc all caps replaced? Yes '< No 15. Are hydrants protected from traffic with crash bars? Yes ?K- No problems Found: N/A Corrections Made: Nf/ Signature of Person Conducting Evaluation 7 Representing:66Cljbyr5 t�G Local Fire Department It, I-wi Cfr Date: 4`(4.-(e °\//1 plitted ) a (-13H-71 Hydrant test form.doc Rev. 10/8/02 • T.F.D. Form F.P. 3 GOLDDIGGERS INC • 360-5684702 CELL 425-348-1789 Date: ( t ( g Name of Facility: M& q S J4 -id 4 Address: t —1®00 S . CCetChe4IPA I- ic. q Lit j31c.1,3, ..C\l Building Representative:.. i.1,44., Boo..e.Phonr �) 300 r L:Pri q Locate the hydrant lateral gate valve and close six turns. Open the hydrant lateral gate valve until a stop is reached and then back it off V2 turn. (This will assure that this valve is fully open.) Check the general condition of the hydrant and its surroundings, including the'following: 1. Hydrant paint is yellow? Yes No 2. Paint is in good condition? Yes --7---- No (If hydrants need repainting, use either �._.. Rustoleum #659 Yellow Gloss or Farwest X-3472 Case Yellow) 3. Are any parts missing? Yes No X 4. Is hydrant clear of vegetative growth? Yes Se_ No 5. Is hydrant accessible? Yes K No 6. Does operating stem open easily? Yes X. No 7. Are ports and caps in good condition? Yes No 8. Open hydrant slowly. Number of turns to open? VA 9. With caps on, when hydrant is fully open, is there excessive leakage at the bonnet or barrel? Yes No c).- 10. Is water coming up from the ground around the barrel? Yes No Close the hydrant slowly the same number of turns necessary to open, then back off just enough to take tension off the stem. Take off all caps and let water drain out. 12. Any leakage while draining after main valve closed? Yes • • 14o ?i 13. Threads inspected and cleaned with wire brush? Yes K No 14. Are all caps replaced? Yes No 15. Are hydrants protected from traffic with crash bars? Yes X No___� Problems Found: j.)/A Corrections MadeLW P( Signature of Person Conducting Evaluation, Date: 6- 6- 14 Representing: (�0k4a �wC� as �� hone#( ) l'0 1-09 Local Fire Department 1u kko•.. Hydrant test form.doc Rev. 10/8/02 • T.F.D. Form F.P. 3 • GOLDDIGGERS INC • 360-568-8702 CELL 425-348-1789 ANNUAL PERFORMANCE EVALUATION FOR PRIVATE RYDRANTS Date: CO (O I1' Name of Facility: M&t 4 414 Address: 1.--m60 S . C r� L L� TU L L) t L \‘ Building Representative: \h an. `dao .- Phone # dao .4)a'l Locate the hydrant lateral gatc valve and clone aix turns. Open the hydrant lateral gate valve until a stop is reached and then back it off Y2 turn. (This will assure that this valve is fully open.) Check the general condition of the hydrant and its surroundings, including the'following: 1. Hydrant paint is yellow? 2. Paint is in good condition? (If hydrants need repainting, use either Rustoleum #659 Yellow Gloss or Farwest X-3472 Case Yellow) 3. Are any parts missing? Yes No 4. Is hydrant clear of vegetative growth? Yes No 5. Is hydrant accessible? Yes No 6. Does operating stem open easily? Yes No 7. Are ports and caps in good condition? Yes No 8. Open hydrant slowly. Number of turns to open?14 _ 9. With caps on, when hydrant is fully open, is there excessive leakage at the bonnet or barrel? Yes No X 10. Is water coming up from the ground around the '- barrel? Yes No X Yes No____ __-- Yes No Close the hydrant slowly the same number of tutus necessary to open, then back offjust enough to take tension off the stem. Take off all caps and let water drain out. 12. ' Any leakage while draining afier main valve closed? 'fes • No 13. Threads inspected and cleaned with wire brush? Yes No 14. Are all caps replaced? Yes No 15. Are hydrants protected from traffic with crash bars? Yes No Problems Found: OtA Corrections Made: V P. Signature of Person Conducting Evaluation -71 100- &/1:,— Date: 6-S-1 Ge t Representing: ��b� jP j�- 8 Phone#(�� � �l1 IRG\ Local Fire Department' J -"L Hydrant test form.doc Rev. 10/8/02 • T.F.D. Form F.P. 3 GOLDDIGGERS INC • 360-568-8702 CELL 425-348-1789 ANNUAL PERFORMANCE EVALUATION FOR PRIVATE HYDRANTS Date: L t��1ZS Name of Facility: �v rl t S Address: t 1lbb D S . C'� t'tAIrLluYl Building Representative: d lM. Phoi9l& ) atm) CD q 1 Locate the hydrant lateral gate valve and close six turns. Open the hydrant lateral gate valve until a stop is reached and thea back it off IA: turn. (This will assure that this valve is hilly open.) Check the general condition of the hydrant and its surroundings, including the'following: 1. Hydrant paint is yellow? 2. Paint is in good condition? (If hydrants need repainting, use either Rustoleum #659 Yellow Gloss or Farwest X-3472 Case Yellow) 3. Are any parts missing? Yes Not_ 4. Is hydrant clear of vegetative growth? Yes $ No 5. Is hydrant accessible? Yes ) No 6. Does operating stem open easily? Yes No 7. Are ports and caps in good condition? Yes No 8. Open hydrant slowly. Number of turns to open?_ 9. With caps on, when hydrant is fully open, is there �/ excessive leakage at the bonnet or barrel? Yes No i(, 10. Is water coming up from the ground around the barrel? Yes No X Close the hydrant slowly the same number of turns necessary to open, then back off just enough to take tension off the steer. Take off all caps and let water drain out. YesNo Yes )( No 12. Any leakage while draining after main valve closed? Yes No .)( 13. Threads inspected and cleaned with wire brush? Yes No 14. Are all caps replaced? Yes No 15. Are hydrants protected from traffic with crash bars? Yes X No Problems Found: kJ/1k Corrections Made: WA Signature of Person Conducting Evaluation / (,s4 - Date: (O`$-(9 Representing: C10 Ater e- / PFhone#( LW, a 'Cg 1 - Local Fire Department -Cu VA AL. Hydrant test form.doc Rev. 10/8/02 T.F.)). Form F.P. 3 • GOLDDIGGERS INC 360.568.8702 CELL 425-348-1789 ANNUAL PERFORMANCE EVALUATION FOR PRIVATE HYDRANTS Date: tPIgllZ Name of Facility: Mau/ R-1 J 4f 6 Address: -11)0 U S-a'ACux.,`.1 j J Elm; Building Representative:am- Beevte Phone # t1' 36 Locate the hydrant lateral gate valve and clone six turns. Open tho hydrant lateral gate valve until a stop is reached and then back it off % turn. (This will assure that this valve is fully open.) Check the general condition of the hydrant and its surroundings, including the'following: 1. Hydrant paint is yellow? 2. Paint is in good condition? (If hydrants need repainting, use either Rustoleum #659 Yellow Gloss or Farwest X-3472 Case 3. Are any parts missing? 4. Ls hydrant clear of vegetative growth? 5. Is hydrant accessible? 6. Does operating stem open easily? 7. Are ports and caps in good condition? 8. Open hydrant slowly. Number of turns to open? 16 9. With caps on, when hydrant is fully open, is there excessive leakage at the bonnet or barrel? 10. Is water coming up from the ground around the barrel? Yes '‘. Yes "X No No Yellow) Yes No 5e Yes X No Yes No Yes X No Yes Y No Yes Yes No No Close the hydrant slowly the same number of turns necessary to open, then back off just enough to take tension off the stem. Take off all caps and let water drain out. 12. Any leakage while draining after riain varve Closed?. . No ).. 13. Threads inspected and cleaned with wire brush? Yes )' No 14. Are all caps replaced? Yes i� No 15. Are hydrants protected from traffic with crash bars? Yes 7` No Problems Found: 1VA Corrections Made: P Signature of Person Conducting Evaluation Representing: gie tcil4Z wL b e#( a)S ttar t a9 Local Fire Department Tt, UAL L_ Hydrant test form.doc Rev. 10/8/02 Date: 67-0-1% • T.F.D. Form F.P. 3 ® GOLDDIGGERS INC 360-568-8702 CELL 425-348-1789 ANNUAL PERFORMANCE EVALUATION FOR PRIVATE EYm;*NTS Date: lei l Id Name of Facility: MALI 4 N Ya 44 "7 Address: 1 lt( S . CCte..✓ Pt4✓.lLV&Y 1 1 v 4» 1191 Building Representative: 31wb. Bim— Phone LI)) 300 (-9q.-191 Locate the hydrant lateral gate valve and close nix turns. Opon the hydrant lateral gate valve until a stop is reached and then back it off Y2 turn. (This will assure that this valve is fully open.) Check the general condition of the hydrant and its surroundings, including the'fbllowing: 1. Hydrant paint is yellow? Yes l- No 2. Paint is in good condition? Yes )C No (If hydrants need repainting, use either Rustoleum #659 Yellow Gloss or Farwest X-3472 Case Yellow) 3. Are any parts missing? Yes No X 4. Is hydrant clear of vegetative growth? Yes )( No 5. Is hydrant accessible? Yes KNo 6. Does operating stem open easily? Yes No 7. Are ports and caps in good condition? Yes 7( No 8. Open hydrant. slowly. Number of turns to opentiL 9. With caps on, when hydrant is fully open, is there excessive leakage at the bonnet or barrel? Yes No - 10. Is water coming up from the ground around the • barrel? Yes No Close the hydrant slowly the same number of turas necessary to open, then back, off just enough to take tension off the stem. Take off all caps and let water drain out. 12. • Any leakage while draining afier main valve closed? Yes - ' No .. 13. Threads inspected and cleaned with wire brush? Yes Y No 14. Are all caps replaced? Yes is No 15. Are hydrants protected from traffic with crash bars? Yes X No problems Found: 141$C Corrections Made: Signature of Person Conducting Evaluation (. Date: 6-8-1B Representing: 0 �ir'S Sv�.G Ph o '�Tas C '"1E9 C1 Local Fire Department TvtAw11.,,-- Hydrant test form.doc Rev. 10/8/02 • T.F.I. Form F.P. 3 • GOLDD1GGERS INC 360-568-8702 CELL 425-348-1789 ANNUAL PERFORMANCE EVALUATION FOR PRIVATE HYDRANTS Date: (t9 lir I al Name of Facility: 4 14 it 48 (Platy G'Ibv'n-CO Address:11000 S• CeK.fev P61 le -L- "1 r n •ku11 t q. Building Representative:.1w ZoopR. Phonele °) 300 (pc(-1 Locate the hydrant lateral gate valve and close nix turns. Open tie hydrant lateral gate valve until a stop is reached and then back it off Y: turn. (This will assure that this valve is fully open.) Check the general condition of the hydrant and its surroundings, including the'following: 1. Hydrant paint is yellow? Yes No 2. Paint is in good condition? Yes X No -'- (If hydrants need repainting, use either Rustoleum #659 Yellow Gloss or Farwest X-3472 Case Yellow) 3. Are any parts missing? Yes No x 4. Is hydrant clear of vegetative growth? Yes . No 5. Is hydrant accessible? Yes 'C. No 6. Does operating stem open easily? Yes `)C. No 7. Are ports and caps in good condition? Yes .4 No 8. Open hydrant slowly. Number of tams to open? 9. With caps on, when hydrant is fully open, is there excessive leakage at the bonnet or barrel? Yes No >4 10. Is water coming up from the ground around the . barrel? Yes No X Close the hydrant slowly the same number of turns necessary to open, then back off just enough to take tension off the stem. Take off all caps and let water drain out. 12. Any leakage while draining after main valve closed? Yes • No 13. Threads inspected and cleaned with wire brush? Yes 7C No 14. Are all caps replaced? Yes No 15. Are hydrants protected from traffic with crash bars? Yes No ?Z Problems Found: ii/l4 Corrections Made: W'kC Signature of Person Conducting Evaluation 7 Date: Cr:it 1$ Representing: e -1a k d thz.t,re„ '�we. `c hone#L( . a -12ei Local Fire Department 1...v -vr,\P Hydrant test form.doc Rev. 10/8/02 • T.P.D. Form F.P. 3 • GOLDDIGGERS INC 4111 360-568-8702 CELL 425-348-1789 ANNUAL PERFORMANCE EVALUATION FOR PRIVATE HYDRANTS Date: (2 ? 1 1 Name of Facility: d r b � Address: —I b Ob S S. Ce ktPar (c ) Ct A , (� W. Building Representative: I Phone # ((� ) )bO (PCI Locate the hydrant lateral gate valve and clow ix turns. Open the hydrant lateral gate valve until a stop is reached and then back it off 14 turn. (This will assure that this valve is Bully open.) Check the general condition of the hydrant and its surroundings, including the'following: 1. Hydrant paint is yellow? Yes No 2. Paint is in good condition? Yes 4 No (If hydrants need repainting, use either Rustoleum #659 Yellow Gloss or Farwest X-3472 Case Yellow) 3. Are any parts missing? Yes No ) 4. Is hydrant clear of vegetative growth? Yes 7C No 5. Is hydrant accessible? Yes K No 6. Does operating stem open easily? Yes )C. No 7. Are ports and caps in good condition? Yes ( No 8. Open hydrant slowly. Number of turns to open?3 9. With caps on, when hydrant is fully open, is there excessive leakage at the bonnet or barrel? Yes No X 10. Is water coming up from the ground around the barrel? Yes No Close the hydrant slowly the same number of turas necessary to open, then back off just enough to take tension off the stem. Take off all caps and let water drain out. 12. Any leakage While draining after main valve closed? Yes . ' N'o X, 13. Threads inspected and cleaned with wire brush? Yes No 14. Are all caps replaced? Yes No 15. Are hydrants protected from traffic with crash bars? Yes No Problems Found: t Corrections Made: Jfik Signature of Person Conducting Evaluation '✓ Gam. Date: 6 -9 -le Representing: &V WOtgee.eri.(� Local Fire Department °Cu lGwil&. Hydrant test form.doc Rev. 10/8/02 iff-%84%" riZn • T.F.D. Form F.P. 3 ANNUAL PERFORMANCE EVALUATION FOR PRIVATE HYDRANTS ® GOLDDIGGERS INC • 360-568-8702 CELL 425-348-1789 Date: 69 I V ?. Name of Facility: AAiti.v441 4 b 6 Address: l b0L s Cevl,TVA,-- �U✓ �OGt .W I .01 Building Representative: Jim. Bae.c. Phoned ) 3 (CR -t Q Locate the hydrant lateral gate valve and close nix turns. is reached and thea back it off �4 . Open the hydrant lateral gate valve until a stop hue (This assure that this valve is hilly open.) Check the general condition of the hydrant and its surroundings, including the'following: 1. Hydrant paint is yellow? 2. ' Paint is in good condition? (If hydrants need repainting, use either Rustoleum #659 Yellow Gloss or Farwest X-3472 Cas 3. Are any parts missing? 4. Is hydrant clear of vegetative growth? 5. Is hydrant accessible? 6. Does operating stem open easily? 7. Are ports and caps in good condition? 8. Open hydrant slowly. Number of turns to open? 1(v 9. With caps on, when hydrant is fully open, is there excessive leakage at the bonnet or barrel? 10. Is water coming up from the ground around the barrel? Yes Yes ` ( e Yellow) Yes Yes Yes Yes Yes No No No )-- No No No No YesNo X Yes No K Close the hydrant slowly the same number of turns necessary to open, then back off just enough to take tension off the stem: Take off all caps and let water drain out. 12. Any leakage while draining after main valve closed? 13. Threads inspected and cleaned with wire brush? 14. Are all caps replaced? 15. Are hydrants protected from traffic with crash bars? Problems Found: 0/N • No X. - No No No Corrections Made: Ville Signature of Person tCConducting Evaluation Representing: Gs1dd awe - Local Fire DepartmentlU ��✓�t� Date: D njit( ' 348 -- (`i Hydrant test fonn.doc Rev. 10/8/02 • T.F.D. Form F.P. 3 REVIEWED THE FPI CONSORTIUM, INC. No Comments/No Exceptions Taken ___ Make Corrections As Noted Revise and Resubmit Reviewed for general conformance with the Design Basis. This review is not intended to authorize any work not in accordance with Code. By: CPA Date: 12/10/2019 es Carl Digitally signed by Carl Anderson, PE Anderson .2019.12.10 15:0d:56 -08'00' Hydraulic Calculations by HydraCALC CROWN FIRE PO BOX 12113 MILL CREEK, WA 98082 425-481-7669 Job Name : Macys Fire Sprinkler Plans Drawing : FP2 Location : 17000 SOUTHCENTER PKWY TUKWILIA, WA 98188 Remote Area : RA#2 Contract : N/A Data File : 2019-11-25 Macys Calc Area 2.WXF Computer Programs by Hydratec Inc. Revision: 50.54.2 Water Supply Curve C w c m a c wce Z T O0 cc (o or^ "� n- N M u3) m 3y^E cl%0. CO c CI1c. EEEE•E) cD (1)m 4,a'ZS itie� NN OM (o (000010(1) E 0) 0 0) O O 000) N- N (O �y3 0) O L1 - ..a.11 -3 M6 Q..0 c7) (1) .. 0) 0) 2 1 1 000 0 0 0 0 co 0 O O O O 0 0 ..............................................................................a. CD COO COO10 NI" M N CO (O V' N 0 CO (0 N 0) CO N. CO d' M N a 0 W CO CO 0 w Fittings Used Summary N C o 00 c a c a'V) LL N Z LL U2 O CO CD N 0 CO co to M N ss r O r r 10' 0 a - et rn (gni n 0 N (O CO sr <ui( F -N Units Summary O y V 4) O ) 5 r 7 Q E 0 43 U t N j 0) c •--• U (0 c 'p 8 > d� c0ta y e�+LL > V C Z a)U m• o 7 v r C c O c N c O a) —_ U) LEa as ym 0)* w O.U) :F.- -m" c p_ c t0 N C. +Lr O y p 3 •o._ To U e 4) C 1- E � „ L O) 7 Q N U r .LLQ, c'~ co -EE p co � (0 1=c C O =t p c -p o in en c * J N qq i 0) .Q pL N� a) C 0)O p H w .cc� gay N C _ c X _a N 0 LL > • y Hat Q, 7 G p Z Wo w m Pressure / Flow Summary - STANDARD CROWN FIRE Macys Fire Sprinkler Plans Page 3 Date Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 37 11.0 8 17.02 na 33.01 0.3 100 15.0 38 11.0 17.97 na 54 11.0 8 18.11 na 34.04 0.3 100 15.0 55 11.0 18.4 na 56 11.0 8 19.39 na 35.22 0.3 100 15.0 57 11.0 20.8 na 60 11.0 44.35 na 79 19.0 41.3 na 80 26.0 42.78 na 62 26.0 59.05 na TOR 26.0 71.33 na BOR 1.0 84.88 na UG3 -3.0 92.51 na UG4 -3.0 91.49 na TEST 3.0 95.28 na 500.0 69 11.0 8 17.53 na 33.49 0.3 100 15.0 70 11.0 8 17.43 na 33.4 0.3 100 15.0 71 11.0 8 17.43 na 33.4 0.3 100 15.0 72 11.0 8 19.71 na 35.51 0.3 100 15.0 73 19.0 8 15.0 na 30.98 0.3 100 15.0 74 19.0 15.85 na 75 19.0 8 15.96 na 31.96 0.3 100 15.0 76 19.0 16.22 na 77 19.0 8 17.09 na 33.08 0.3 100 15.0 78 19.0 18.34 na 90 19.0 8 15.0 na 30.98 0.3 100 15.0 91 19.0 8 15.35 na 31.35 0.3 100 15.0 92 19.0 8 15.35 na 31.35 0.3 100 15.0 93 19.0 8 17.37 na 33.35 0.3 100 15.0 95 28.75 8 49.36 na 56.21 0.3 100 30.0 96 28.75 8 51.21 na 57.25 0.3 100 30.0 97 27.75 8 54.85 na 59.25 0.3 100 30.0 98 28.75 8 56.49 na 60.13 0.3 100 30.0 99 28.75 8 60.08 na 62.01 0.3 100 30.0 102 28.75 8 62.41 na 63.2 0.3 100 30.0 103 28.75 69.11 na 103B 27.0 73.2 na 103C 27.0 73.37 na 103D 27.0 73.62 na 106 27.0 74.1 na 107 27.0 74.13 na 108 27.0 75.31 na TOC 27.0 76.94 na BOC 1.0 88.85 na 150 28.75 8 68.5 na 66.21 0.3 100 30.0 118 28.75 8 49.56 na 56.32 0.3 100 30.0 119 28.75 8 51.42 na 57.37 0.3 100 30.0 120 28.75 8 54.64 na 59.13 0.3 100 30.0 121 28.75 8 56.7 na 60.24 0.3 100 30.0 122 28.75 8 60.3 na 62.12 0.3 100 25.0 123 28.75 8 62.64 na 63.32 0.3 100 30.0 124 0.0 81.81 na 130 28.75 8 69.06 na 66.48 0.3 100 30.0 131 28.75 8 50.36 na 56.77 0.3 100 30.0 132 28.75 8 52.24 na 57.82 0.3 100 30.0 133 28.75 8 55.51 na 59.6 0.3 100 30.0 134 28.75 8 57.61 na 60.72 0.3 100 30.0 135 28.75 8 61.26 na 62.61 0.3 100 30.0 136 28.75 8 63.64 na 63.82 0.3 100 30.0 105 27.0 71.21 na The maximum velocity is 24.21 and it occurs in the pipe between nodes 136 and 105 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations : Hazen -Williams CROWN FIRE Macys Fire Sprinkler Plans Page 4 Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Node2 EIev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf ******* Notes ****** 37 11 8.00 33.01 1.25 T 6.0 5.000 120 17.023 to 0.0 6.000 0.0 38 11 33.01 1.38 0.0 11.000 0.0865 0.951 Vel = 7.08 38 11 33.49 2 0.0 3.750 120 17.974 to 0.0 0.0 0.0 54 11 66.5 2.157 0.0 3.750 0.0360 0.135 Vel = 5.84 54 11 8.00 34.05 2 0.0 3.750 120 18.109 to 0.0 0.0 0.0 55 11 100.55 2.157 0.0 3.750 0.0771 0.289 Vel = 8.83 55 11 66.79 2 0.0 5.000 120 18.398 to 0.0 0.0 0.0 56 11 167.34 2.157 0.0 5.000 0.1980 0.990 Vel = 14.69 56 11 8.00 35.22 2 0.0 5.000 120 19.388 to 0.0 0.0 0.0 57 11 202.56 2.157 0.0 5.000 0.2816 1.408 Vel = 17.78 57 11 35.52 2 0.0 62.000 120 20.796 to 0.0 0.0 0.0 60 11 238.08 2.157 0.0 62.000 0.3800 23.558 Vel = 20.90 60 11 0.0 3 0.0 8.000 120 44.354 to 0.0 0.0 -3.465 79 19 238.08 3.26 0.0 8.000 0.0508 0.406 Vel = 9.15 79 19 223.05 3 T 20.159 6.000 120 41.295 to 0.0 20.159 -3.032 80 26 461.13 3.26 0.0 26.159 0.1728 4.519 Vel = 17.72 80 26 0.0 3 T 20.159 74.000 120 42.782 to 0.0 20.159 0.0 62 26 461.13 3.26 0.0 94.159 0.1727 16.263 Vel = 17.72 62 26 0.0 3 2E 18.815 52.330 120 59.045 to 0.0 18.815 0.0 TOR 26 461.13 3.26 0.0 71.145 0.1727 12.289 Vel = 17.72 TOR 26 0.0 4 Aty 30.284 25.000 120 71.334 to G 2.633 32.917 10.828 BOR 1 461.13 4.26 0.0 57.917 0.0469 2.718 Vel = 10.38 BOR 1 0.0 4 T 29.067 95.000 140 84.880 to E 14.534 43.601 1.732 UG3 -3 461.13 4.1 0.0 138.601 0.0425 5.894 Vel = 11.21 UG3 -3 -1345.07 10 E 33.148 600.000 140 92.506 to 0.0 33.148 0.0 UG4 -3 -883.94 10.28 0.0 633.148 -0.0016 -1.021 Vel = 3.42 UG4 -3 1210.59 10 T 75.336 900.000 140 91.485 to Zic 0.0 82.870 3.543 * * Fixed Loss = 6.142 TEST 3 326.65 10.28 G 7.534 982.870 0.0003 0.251 Vel = 1.26 500.00 Qa = 500.00 TEST 826.65 95.279 K Factor = 84.69 69 11 8.00 33.49 1.25 0.0 5.000 120 17.530 to 0.0 0.0 0.0 38 11 33.49 1.38 0.0 5.000 0.0888 0.444 Vel = 7.18 0.0 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations : Hazen -Williams CROWN FIRE Macys Fire Sprinkler Plans Page 5 Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf ******* Notes ****** 38 33.49 17.974 K Factor = 7.90 70 11 8.00 33.40 1.25 T 6.0 5.000 120 17.426 to 0.0 6.000 0.0 55 11 33.4 1.38 0.0 11.000 0.0884 0.972 Vel = 7.16 0.0 55 33.40 18.398 K Factor = 7.79 71 11 8.00 33.40 1.25 T 6.0 5.000 120 17.426 to 0.0 6.000 0.0 55 11 33.4 1.38 0.0 11.000 0.0884 0.972 Vel = 7.16 0.0 55 33.40 18.398 K Factor = 7.79 72 11 8.00 35.51 1.25 T 6.0 5.000 120 19.707 to 0.0 6.000 0.0 57 11 35.51 1.38 0.0 11.000 0.0990 1.089 Vel = 7.62 0.0 57 35.51 20.796 K Factor = 7.79 73 19 8.00 30.98 1.25 T 6.0 5.000 120 15.000 to 0.0 6.000 0.0 74 19 30.98 1.38 0.0 11.000 0.0769 0.846 Vel = 6.65 74 19 30.99 2 0.0 3.750 120 15.846 to 0.0 0.0 0.0 75 19 61.97 2.157 0.0 3.750 0.0315 0.118 Vel = 5.44 75 19 8.00 31.96 2 0.0 3.750 120 15.964 to 0.0 0.0 0.0 76 19 93.93 2.157 0.0 3.750 0.0680 0.255 Vel = 8.25 76 19 62.70 2 0.0 5.000 120 16.219 to 0.0 0.0 0.0 77 19 156.63 2.157 0.0 5.000 0.1752 0.876 Vel = 13.75 77 19 8.00 33.07 2 0.0 5.000 120 17.095 to 0.0 0.0 0.0 78 19 189.7 2.157 0.0 5.000 0.2496 1.248 Vel = 16.66 78 19 33.35 2 E 6.153 62.000 120 18.343 to 0.0 6.153 0.0 79 19 223.05 2.157 0.0 68.153 0.3368 22.952 Vel = 19.58 0.0 79 223.05 41.295 K Factor = 34.71 90 19 8.00 30.98 1.25 T 6.0 5.000 120 15.000 to 0.0 6.000 0.0 74 19 30.98 1.38 0.0 11.000 0.0769 0.846 Vel = 6.65 0.0 74 30.98 15.846 K Factor = 7.78 91 19 8.00 31.35 1.25 T 6.0 5.000 120 15.355 to 0.0 6.000 0.0 76 19 31.35 1.38 0.0 11.000 0.0785 0.864 Vel = 6.72 0.0 76 31.35 16.219 K Factor = 7.78 92 19 8.00 31.35 1.25 T 6.0 5.000 120 15.355 to 0.0 6.000 0.0 76 19 31.35 1.38 0.0 11.000 0.0785 0.864 Vel = 6.72 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations : Hazen -Williams CROWN FIRE Macys Fire Sprinkler Plans Page 6 Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf Notes ****** 0.0 76 31.35 16.219 K Factor = 7.78 93 19 8.00 33.35 1.25 T 6.0 5.000 120 17.374 to 0.0 6.000 0.0 78 19 33.35 1.38 0.0 11.000 0.0881 0.969 Vel = 7.15 0.0 78 33.35 18.343 K Factor = 7.79 95 28.750 8.00 56.21 1.25 0.0 8.000 120 49.362 to 0.0 0.0 0.0 96 28.750 56.21 1.38 0.0 8.000 0.2315 1.852 Vel = 12.06 96 28.750 8.00 57.25 1.5 0.0 8.000 120 51.214 to 0.0 0.0 0.433 97 27.750 113.46 1.61 0.0 8.000 0.4008 3.206 Vel = 17.88 97 27.750 8.00 59.25 2 0.0 8.000 120 54.853 to 0.0 0.0 -0.433 98 28.750 172.71 2.067 0.0 8.000 0.2582 2.066 Vel = 16.51 98 28.750 8.00 60.12 2 0.0 8.000 120 56.486 to 0.0 0.0 0.0 99 28.750 232.83 2.067 0.0 8.000 0.4488 3.590 Vel = 22.26 99 28.750 8.00 62.01 2.5 0.0 8.000 120 60.076 to 0.0 0.0 0.0 102 28.750 294.84 2.469 0.0 8.000 0.2922 2.338 Vel = 19.76 102 28.750 8.00 63.20 2.5 T 12.0 4.000 120 62.414 to 0.0 12.000 0.0 103 28.750 358.04 2.469 0.0 16.000 0.4186 6.698 Vel = 23.99 103 28.750 66.21 3 T 15.0 1.750 120 69.112 to 0.0 15.000 0.758 103B 27 424.25 3.068 0.0 16.750 0.1990 3.333 Vel = 18.41 103B 27 0.0 5 0.0 12.000 120 73.203 to 0.0 0.0 0.0 103C 27 424.25 5.295 0.0 12.000 0.0139 0.167 Vel = 6.18 103C 27 424.99 6 0.0 12.000 120 73.370 to 0.0 0.0 0.0 103D 27 849.24 6.357 0.0 12.000 0.0207 0.248 Vel = 8.58 103D 27 361.35 6 0.0 12.000 120 73.618 to 0.0 0.0 0.0 106 27 1210.59 6.357 0.0 12.000 0.0399 0.479 Vel = 12.24 106 27 0.0 8 0.0 3.000 120 74.097 to 0.0 0.0 0.0 107 27 1210.59 8.249 0.0 3.000 0.0110 0.033 Vel = 7.27 107 27 0.0 8 0.0 105.500 120 74.130 to 0.0 0.0 0.0 108 27 1210.59 8.249 0.0 105.500 0.0112 1.182 Vel = 7.27 108 27 0.0 8 2E 42.282 103.250 120 75.312 to 0.0 42.282 0.0 TOC 27 1210.59 8.249 0.0 145.532 0.0112 1.630 Vel = 7.27 TOC 27 0.0 8 Aty 27.014 26.000 120 76.942 to G 4.698 31.712 11.261 BOC 1 1210.59 8.249 0.0 57.712 0.0112 0.647 Vel = 7.27 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations : Hazen -Williams CROWN FIRE Macys Fire Sprinkler Plans Page 7 Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf ******* Notes ****** BOC 1 0.0 8 T 41.62 40.000 120 88.850 to 0.0 41.620 1.732 UG4 -3 1210.59 8.27 0.0 81.620 0.0111 0.903 Vel = 7.23 0.0 UG4 1210.59 91.485 K Factor = 126.57 150 28.750 8.00 66.21 2 T 10.0 4.000 120 68.499 to 0.0 10.000 0.0 103 28.750 66.21 2.067 0.0 14.000 0.0438 0.613 Vel = 6.33 0.0 103 66.21 69.112 K Factor = 7.96 118 28.750 8.00 56.32 1.25 0.0 8.000 120 49.560 to 0.0 0.0 0.0 119 28.750 56.32 1.38 0.0 8.000 0.2324 1.859 Vel = 12.08 119 28.750 8.00 57.36 1.5 0.0 8.000 120 51.419 to 0.0 0.0 0.0 120 28.750 113.68 1.61 0.0 8.000 0.4022 3.218 Vel = 17.92 120 28.750 8.00 59.14 2 0.0 8.000 120 54.637 to 0.0 0.0 0.0 121 28.750 172.82 2.067 0.0 8.000 0.2585 2.068 Vel = 16.52 121 28.750 8.00 60.24 2 0.0 8.000 120 56.705 to 0.0 0.0 0.0 122 28.750 233.06 2.067 0.0 8.000 0.4495 3.596 Vel = 22.28 122 28.750 8.00 62.12 2.5 0.0 8.000 120 60.301 to 0.0 0.0 0.0 123 28.750 295.18 2.469 0.0 8.000 0.2929 2.343 Vel = 19.78 123 28.750 8.00 63.32 2.5 T 12.0 4.000 120 62.644 to 0.0 12.000 12.452 124 0 358.5 2.469 0.0 16.000 0.4196 6.714 Vel = 24.02 124 0 66.48 3 T 20.159 1.750 120 81.810 to 0.0 20.159 -11.694 103C 27 424.98 3.26 0.0 21.909 0.1485 3.254 Vel = 16.34 0.0 103C 424.98 73.370 K Factor = 49.61 130 28.750 8.00 66.48 2.5 T 12.0 4.000 120 69.061 to 0.0 12.000 12.452 124 0 66.48 2.469 0.0 16.000 0.0186 0.297 Vel = 4.45 0.0 124 66.48 81.810 K Factor = 7.35 131 28.750 8.00 56.77 1.25 0.0 8.000 120 50.358 to 0.0 0.0 0.0 132 28.750 56.77 1.38 0.0 8.000 0.2359 1.887 Vel = 12.18 132 28.750 8.00 57.83 1.5 0.0 8.000 120 52.245 to 0.0 0.0 0.0 133 28.750 114.6 1.61 0.0 8.000 0.4081 3.265 Vel = 18.06 133 28.750 8.00 59.60 2 0.0 8.000 120 55.510 to 0.0 0.0 0.0 134 28.750 174.2 2.067 0.0 8.000 0.2624 2.099 Vel = 16.66 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations : Hazen -Williams CROWN FIRE Macys Fire Sprinkler Plans Page 8 Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Node2 EIev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf Notes ****** 134 28.750 8.00 60.72 2 0.0 8.000 120 57.609 to 0.0 0.0 0.0 135 28.750 234.92 2.067 0.0 8.000 0.4562 3.650 Vel = 22.46 135 28.750 8.00 62.62 2.5 0.0 8.000 120 61.259 to 0.0 0.0 0.0 136 28.750 297.54 2.469 0.0 8.000 0.2972 2.378 Vel = 19.94 136 28.750 8.00 63.81 2.5 T 12.0 4.000 120 63.637 to 0.0 12.000 0.758 105 27 361.35 2.469 0.0 16.000 0.4258 6.813 Vel = 24.21 105 27 0.0 3 T 20.159 1.750 120 71.208 to 0.0 20.159 0.0 103D 27 361.35 3.26 0.0 21.909 0.1100 2.410 Vel = 13.89 0.0 103D 361.35 73.618 K Factor = 42.11 UG3 -3 1345.07 10 E 33.148 1500.000 140 92.506 to 0.0 33.148 -2.599 TEST 3 1345.07 10.28 0.0 1533.148 0.0035 5.372 Vel = 5.20 TEST 0.0 1345.07 95.279 K Factor = 137.80 Computer Programs by Hydratec Inc. Revision: 50.54.2 BASIC �FIREi2T£CTION, INC. 940 N.E. BOMBARD • PORTLAND, OR 97211 • (503) 285-1855 • 1650 CENTER ST. • TACOMA, WA 98409 • (206) 572-2910 HYDRAULIC DESIGN INFORMATION SHEET Name SOl'i Location 11314w IILA Building 415EP 2-14-1 Date 2-1-'91 System No. Contractor Contract No. 1 g0-011 Calculated By IDA'/L0 K`( LL -O Drawing No 1 Construction: Combustible 0 Non -Combustible Ceiling Height --______Ft. Occupancy QUA 1!5;r Area 0 cn w A 6 O NFPA 13: ❑ Lt. Haz. � NFPA 231 Q NFPA 231C: ❑ Other (Specify) ❑ Specific Ruling Made By Ord. Haz. Gp. ❑ 1 Q2 Q 3. Q Ex. Haz. Figure ; Curve Date Area of Sprinkler Operation 3000 Density Area Per Sprinkler Hose Allowance GPM: Inside Hose Allowance: Outside SCJ Rack Sprinkler Allowance 1 0 CALCULATION SUMMARY GPM Required Qz2.0 "C" Factor Used: ,�,/ SYSTEM TYPE L3" Wet ❑ Dry ❑ Delu e ❑ Pre -Action SPRINKLER OR NOZZLE Make 4-t5.14 Model Size '12 K -Factor .5.4: O Temperature Rating Z.3 PSI Required 4i1 At Base ,of. Riser Underground (40 Overhead (ZQ WATER SUPPLY WATER FLOW TEST Date & Time Static PSI 140 Residual PSI P5a GPM Flowing 2100 Elevation UMP DATA Rated Cap ty At PSI Elevation TANK OR RESERVOIR Capac Elevation WELL Proof Flow GPM Location 5i1E. LOOP Source of Information COILMOD ITY S Commodity Storage Height Storage Method: Solid Piled Class Location Area Aisle Width X Palletized X Rack U ❑ Single Row ❑ Double ROW Q Multiple Row ❑ Conventional Pallet ❑ Slave Pallet ❑ Automatic Storage ❑ Solid Shelving ❑ Open ❑ Encapsulated ❑ Non - Encapsulated FLUE SPACING IN INCHES Longitudinal Transverse CLEARANCE FROM TOP OF STORAGE TO CEILING Ft. In. Horizontal Barriers Provided to 03 ti 01 L^. 0 u- 1- tut L1- W a � CAD 1. Z 111 11 Svste= N Sites' • smilimumanimmummus *_%, if /Ira -1--- --t—=---+ —4---4 ewe mom —•f •t liMammommiNimm' 111, { 1— ell1=11a MIMS -+— i .104 -m--•--I=•m't•- - •- -T-- t.•-•.{ • Tr • :1; •1 1 .1 I •1: AEM 1t• 1 1 1• 1 1 I •1• .4.1. . ti.ilit11 1.•''171tt111t1 i ins1 •• `46 TIMIUMMIU 111111111111111111 =Mini= i �el�s��Mt>11• Mirt M — ® EAIMIIMIIIMINE MI1 ��� �s� NONUMI •IIIIII1sMIII[LINIMINNI!®INIKUIE1IMEMIII: IIMIZINIIIIMISIMIrnMINIMMISIMMENEBEWMINIMINNIMMI 4 simaimsimimmimusomorumus�1 MIU=MEN:1®■111EIMEMININ IN= mtmtiNIMMIL 11111111.11111111111111 • i i moimOSainali 111t11111r .1•• :1�+�+It :1 •.1,: t Il•�anttlslm�� It. - O-ttlls� MIEN MEMNON 41..141.1 1141 11.1 ....1,1.1 .1:11.111 ,,1t•,.,,..,�,,..(....r... 11.1..48 ...111..1 11$1 111 •j.181 j y 0 City of Tukwila Fire Department FIRE WATCH REQUIRED Due to the inoperative fire protection system(s) in your facility, you are required to provide a fire watch per City of Tukwila Ordinance #2437, section 16.40.120-D and Ordinance #2436, section 16.42.100-C (see reverse side). The fire watch shall be maintained until the system(s) are operational as determined by the Tukwila Fire Marshal's Office. FAX paperwork to 206-575-4439 to verify the completion of repair work and/or the restoration of system monitoring, in order to end the fire watch. The fire watch is required 24 hours a day. Designated employees may serve as the fire watch during business hours, while performing their regular job. Fire watch personnel must be aware of, and accept the duties of the fire watch. After hours fire watch personnel must be on location and must patrol the building following the close of business. Every two hours they must call 206-971-8737 and leave a message stating the following: 1. Your name. 2. Street address of firewatch location. 3. Time of day. 4. If everything is OK, state all clear. If you discover an emergency during your patrol , call 9-1-1 immediately to report it. Date: 7/2a /-7101 Inspectors: MA A - . , Start time: p �, Reason For Fire watch:a‘,,21L1 S rNC Incident #: s:2-^� Business Name: /h �S ��/mac S 4,17 �iav Business Address: i Business Phone: 7-0 to •S �s - 7r G,r, Person in Charge: ST tc Signature: , :2,14X/5 -- W - Fire Marshal's Office Y - Owner/Manager Rev. 7/29/14 T.F.D. Form F.P. 41 Tukwila Fire Marshal's Office • Phone: 206-575-4407 • Fax: 206-575-4439 • Email: FireMarshal@tukwilawa.gov . o 0 City of Tukwila Fire Department FIRE WATCH REQUIRED Due to the inoperative fire protection system(s) in your facility, you are required to provide a fire watch per City of Tukwila Ordinance #2437, section 16.40.120-D and Ordinance #2436, section 16.42.100-C (see reverse side). The fire watch shall be maintained until the system(s) are operational as determined by the Tukwila Fire Marshal's Office. FAX paperwork to 206-575-4439 to verify the completion of repair work and/or the restoration of system monitoring, in order to end the fire watch. The fire watch is required 24 hours a day. Designated employees may serve as the fire watch during business hours, while performing their regular job. Fire watch personnel must be aware of, and accept the duties of the fire watch. After hours fire watch personnel must be on location and must patrol the building following the close of business. Every two hours they must call 206-971-8737 and leave a message stating the following: 1. Your name. 2. Street address of firewatch location. 3. Time of day. 4. If everything is OK, state all clear. If you discover an emergency during your patrol , call 9-1-1 immediately to report it. Date: 2 ,p' Inspectors: 74 '��� Start time: 0 Z Z� Reason For Fire watch: FA -161 LL,.. � /`e Incident #: Business Name: 7114 c y ' S %O C Business Address: / 7(% O a Sc- Business Phone: Z &k S^ 7 s a20 t o Person in Charge: z frf ai s -Su e K Signature: W — Fire Marshal's Office Y — Owner/Man Rev. 7/29/14 T.F.D. Form F.P. 41 Tukwila Fire Marshal's Office • Phone: 206-575-4407 • Fax: 206-575-4439 • Email: FireMarshal@tukwilawa.gov 0 City of Tukwila Fire Department FIRE WATCH REQUIRED Due to the inoperative fire protection system(s) in your facility, you are required to provide a fire watch per City of Tukwila Ordinance #2437, section 16.40.120-D and Ordinance #2436, section 16.42.100-C (see reverse side), The fire watch shall be maintained until the system(s) are operational as determined by the Tukwila Fire Marshal's Office. FAX paperwork to 206-575-4439 to verify the completion of repair work and/or the restoration of system monitoring, in order to end the fire watch. The fire watch is required 24 hours a day. Designated employees may serve as the fire watch during business hours, while performing their regular job. Fire watch personnel must be aware of, and accept the duties of the fire watch. After hours fire watch personnel must be on location and must patrol the building following the close of business. Every two hours they must call 206-971-8737 and leave a message stating the following: 1. Your name. 2. Street address of firewatch location. 3. Time of day. 4. If everything is OK, state all clear. If you discover an emergency during your patrol , call 9-1-1 immediately to report it. Date: 111141 ( 7 Inspectors: El C Start time: r GOO r'S Reason For Fire watch: VVr S" e , iar v C ir1 4- et ent #: ! . 0! S5 Business Name: Business Address: -7 0 0 0 1) / ( eAire'``* 9 c, Business Phone: O C 373 9 (I6 Person in Charge: .^ice+ /f.t.") Signature: W — Fire Marshal's Office Y — Owner/Manager Rev. 7/29/14 T.F.D. Form F.P. 41 Tukwila Fire Marshal's Office • Phone: 206-575-4407 • Fax: 206-575-4439 • Email: FireMarshal@tukwilawa.gov 0 Q City of Tukwila Fire Department FIRE WATCH REQUIRED Due to the inoperative fire protection system(s) in your facility, you are required to provide a fire watch per City of Tukwila Ordinance #2437, section 16.40.120-D and Ordinance #2436, section 16.42.100-C (see reverse side). The fire watch shall be maintained until the system(s) are operational as determined by the Tukwila Fire Marshal's Office. FAX paperwork to 206-575-4439 to verify the completion of repair work and/or the restoration of system monitoring, in order to end the fire watch. The fire watch is required 24 hours a day. Designated employees may serve as the fire watch during business hours, while performing their regular job. Fire watch personnel must be aware of, and accept the duties of the fire watch. After hours fire watch personnel must be on location and must patrol the building following the close of business. Every two hours they must call 206-971-8737 and leave a message stating the following: Date: 1. Your name. 2. Street address of firewatch location. 3. Time of day. 4. If everything is OK, state all clear. If you discover an emergency during your patrol , call 9-1-1 immediately to report it. Reason For Fire watch: Inspectors: fv6i Iftiqff,.. "4! S b rem Start time: 060 Incident #:_ Business Name: 14C/ 5 itr Business Address: /7000 461 t%_/ Business Phone:.24 Zcx0 Person in Charge: edens Signature: W — Fire Marshal's Office Y — Owner/Manager Rev. 7/29/14 T.F.D. Form F.P. 41 Tukwila Fire Marshal's Office • Phone: 206-575-4407 • Fax: 206-575-4439 • Email: FireMarshal@tukwilawa.gov 2b17-03-03 12:23 O ML015 2065752061 » 206575446 P 3/3 City of Tukwila Fire Department FlUttik! WATCH( ftEQUIRAP Due to the inoperative fire protection system(s) in your facility, you are required to provide a fire watch per City of Tukwila Ordinance #2437, section 16.40.120-D and Ordinance #2436, section 16.42.100-C (see reverse side). The fire watch shall be maintained until the system(s) are operational as determined by the Tukwila Fire Marshal's Office. FAX paperwork to 206-5754439 to verify the completion of repair work and/or the restoration of system monitoring, in order to end the fire watch. The fire watch is required 24 hours a day. Designated employees may serve as the fire watch during business hours, while performing their regular job, Fire watch personnel must be aware of, and accept the duties of the fire watch. After hours fire watch personnel must be on location and must patrol the building following the close of business. Every two hours they must call 206-971-8737 and leave a message stating the following: 1. Your name. 2. Street address of firewatch location. 3. Time of day. 4. If everything is OK, state all clear. If you discover an emergency during your patrol , call 9-1-1 inmediately to report it, 3 4 // 7 , Date: "`Inspectors: i ] , Start time: 2 UCJ Reason For Fire watch: � / . , j!....1 . uu /7 - �"", . _ t..++ 1 v ! r,� '�rj laetdent f�: J C :............... Business Name:... /14 t` Y ..✓ S Business Address: is 7 `% ' .. -c `~ - ' '" / Business Phone: • �• "/ ` " x::.. le- , ::6.7 ' .; c...< c) Person in Charge. '%'�•L 1 Ks �-. Signature: ‘-e" - W - Fire Marshal's Office Y - Owner/Manager Rev. 7/29/14 T.F.D. Form F.F. 41 Tukwila Fire Marshal's Ojj7ee • Phone: 206-575.4407 • Fax: 286.575.4439 • Email: FireMarsbaK mkovilawa.gan REVIEWED THE FPI CONSORTIUM, INC. X No Comments/No Exceptions Taken Make Corrections As Noted Revise and Resubmit Reviewed for general conformance with the Design Basis. This review is not intended to authorize any work not in accordance with Code. By: CPA _ Date: 11/8/2019 Digitally signed by Carl \ Carl Anderson, PE Anderson, PE Date: 2019.11.08 ' 08:40:11 -08'00' Hydraulic Calculations by HydraCALC CROWN FIRE PO BOX 12113 MILL CREEK, WA 98082 425-481-7669 Job Name : MACYS CALC PLAN Drawing : FP2 Location : 17000 SOUTHCENTER PKWY TUKWILIA, WA 98188 Remote Area : RA#1 Contract : N/A Data File : MACYS CALC PLAN Area 1.WXF FIRE PROTECTION'SPRINKLER VSTtM{ John Thomas DeMaritno 97941091 -CG Level Crown Fire Protection, Inc. CROWNFP044LL Computer Programs by Hydratec Inc. Revision'''. .141, Fittings Used Summary 0 (0 0 (0 « # Cc) q Cal GQ§ 0 N - o .- mN.r Rc2 q�§ RIm c0- o P r CA$ R a) .5 002CT EI>@/ o _ g 13 _©- a(0a-2 g\ 5/ / f 0200 % 1 9 - LO 10.- >�E#-CCD o 00�2c2 # > c.) •- to © 2�5��e -��� k a0�$ 0 _ &®2c�= M e no�� �/ J2�e2©t 2 c(1) ©�-e.0m �/� �c�/© _M0)k/E3§ Da)�% o q 222Efc C0t) 2 _ _a 2 u2- / oL, ao0% $ -ons ƒtea E\7EE2 333c20 2 e �\k�\\ E I- 0)m*'§/q (6 2�£2f- 2]\ %� �&� 70\$\ \ 7§f 8Eoa2 §CO0a22 1-222. 0£(42»2 Eƒƒ± \= k / "\ % �:�Ia F.,. (1) • e <zzzgipr)_�© �§x§kv§R E Li-- To cn ��\�2ck » 0 c%§ <woen a3Ea kw22�a2 Pressure / Flow Summary - STANDARD CROWN FIRE MACYS CALC PLAN Page 3 Date Node Elevation K -Fact Pt Pn Flow No. Actual Actual Density Area Press Req. 1 19.0 8 15.0 na 30.98 0.1 100 15.0 2 19.0 8 15.04 na 31.02 0.1 100 15.0 3 19.0 8 15.18 na 31.17 0.1 100 15.0 4 19.0 8 15.59 na 31.59 0.1 100 15.0 5 19.0 8 16.31 na 32.31 0.1 100 15.0 6 19.0 8 17.38 na 33.35 0.1 100 15.0 7 19.0 8 18.95 na 34.82 0.1 100 15.0 8 19.0 38.23 na 9 26.0 38.37 na TOR 26.0 75.8 na BOR 1.0 89.27 na UG1 -3.0 96.72 na UG2 -3.0 96.94 na TEST 3.0 105.16 na 500.0 14 15.0 8 15.44 na 31.44 0.1 100 15.0 15 15.0 8 15.48 na 31.48 0.1 100 15.0 16 15.0 8 15.63 na 31.63 0.1 100 15.0 17 15.0 8 16.05 na 32.05 0.1 100 15.0 18 15.0 8 16.78 na 32.78 0.1 100 15.0 19 15.0 8 17.88 na 33.83 0.1 100 15.0 20 15.0 8 19.5 na 35.32 0.1 100 15.0 21 15.0 39.3 na 22 26.0 38.32 na 23 28.75 8 49.98 na 56.56 0.1 100 30.0 24 28.75 8 51.85 na 57.61 0.1 100 30.0 25 28.75 8 55.09 na 59.38 0.1 100 30.0 26 28.75 8 57.18 na 60.49 0.1 100 30.0 27 28.75 8 60.8 na 62.38 0.1 100 30.0 28 28.75 8 63.16 na 63.58 0.1 100 30.0 29 28.75 8 66.55 na 65.26 0.1 100 30.0 30 27.0 76.51 na 31 27.0 79.86 na 32 27.0 80.03 na 33 27.0 80.28 na 34 27.0 80.41 na 35 27.0 80.9 na 36 27.0 81.83 na TOC 27.0 82.34 na BOC 1.0 94.27 na 39 28.75 8 50.09 na 56.62 0.1 100 30.0 40 28.75 8 51.96 na 57.67 0.1 100 30.0 41 28.75 8 55.21 na 59.44 0.1 100 30.0 42 28.75 8 57.3 na 60.56 0.1 100 30.0 43 28.75 8 60.93 na 62.45 0.1 100 30.0 44 28.75 8 63.3 na 63.65 0.1 100 30.0 45 28.75 8 66.69 na 65.33 0.1 100 30.0 46 28.75 75.92 na 47 28.75 8 60.12 na 62.03 0.1 100 30.0 48 28.75 8 61.16 na 62.57 0.1 100 30.0 49 28.75 8 62.29 na 63.14 0.1 100 30.0 50 28.75 8 64.7 na 64.35 0.1 100 30.0 51 28.75 8 66.45 na 65.22 0.1 100 30.0 52 28.75 8 69.13 na 66.52 0.1 100 30.0 53 28.75 76.75 na The maximum velocity is 28.53 and it occurs in the pipe between nodes 45 and 46 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations : Hazen -Williams CROWN FIRE MACYS CALC PLAN Page 4 Date Node1 Elev1 K to Node2 EIev2 Fact Qa Nom Fitting or Qt Act Eqiv Pipe Ftngs Len Total CFact Pt Pe Pf/Ft Pf ******* Notes ****** 1 19 8.00 30.98 2 to 2 19 30.98 2.157 0.0 4.330 120 15.000 0.0 0.0 0.0 0.0 4.330 0.0088 0.038 Vel = 2.72 2 19 8.00 31.03 2 to 3 19 62.01 2.157 0.0 4.580 120 15.038 0.0 0.0 0.0 0.0 4.580 0.0314 0.144 Vel = 5.44 3 19 8.00 31.17 2 to 4 19 93.18 2.157 0.0 6.080 120 15.182 0.0 0.0 0.0 0.0 6.080 0.0671 0.408 Vel = 8.18 4 19 8.00 31.58 2 to 5 19 124.76 2.157 0.0 6.250 120 15.590 0.0 0.0 0.0 0.0 6.250 0.1149 0.718 Vel = 10.95 5 19 8.00 32.31 2 to 6 19 157.07 2.157 0.0 6.080 120 16.308 0.0 0.0 0.0 0.0 6.080 0.1760 1.070 Vel = 13.79 6 19 8.00 33.35 2 to 7 19 190.42 2.157 0.0 6.250 120 17.378 0.0 0.0 0.0 0.0 6.250 0.2514 1.571 Vel = 16.72 7 19 8.00 34.83 2 E to 8 19 225.25 2.157 6.153 50.070 120 18.949 0.0 6.153 0.0 0.0 56.223 0.3430 19.282 Vel = 19.78 8 19 0.0 2.5 T to 9 26 225.25 2.635 16.474 0.0 0.0 8.000 16.474 24.474 120 38.231 -3.032 0.1294 3.166 Vel = 13.25 9 26 to TOR 26 453.76 3.26 228.51 3 3E 28.223 0.0 0.0 195.080 28.223 223.303 120 38.365 0.0 0.1677 37.438 Vel = 17.44 TOR 26 0.0 4 to BOR 1 453.76 4.26 Aty 30.284 G 2.633 0.0 25.000 32.917 57.917 120 75.803 10.828 0.0455 2.638 Vel = 10.21 BOR 1 0.0 4 to UG1 -3 453.76 4.1 T E 29.067 14.534 0.0 95.000 43.601 138.601 140 89.269 1.732 0.0413 5.721 Vel = 11.03 UG1 -3 0.0 10 to UG2 -3 453.76 10.28 2E 66.296 400.000 0.0 66.296 0.0 466.296 140 96.722 0.0 0.0005 0.219 Vel = 1.75 UG2 -3 1234.78 to TEST 3 1688.54 10 T Zic 10.28 G 75.336 950.000 0.0 82.870 7.534 1032.870 140 96.941 2.705 0.0053 5.513 Vel = 6.53 * * Fixed Loss = 5.304 500.00 TEST 2188.54 14 15 8.00 31.44 2 to 15 15 31.44 2.157 105.159 0.0 4.330 120 15.441 0.0 0.0 0.0 0.0 4.330 0.0090 0.039 Vel = 2.76 Qa = 500.00 K Factor = 213.42 15 15 8.00 31.47 2 to 16 15 62.91 2.157 0.0 4.580 120 15.480 0.0 0.0 0.0 0.0 4.580 0.0323 0.148 Vel = 5.52 16 15 8.00 31.63 2 to 17 15 94.54 2.157 0.0 6.080 120 15.628 0.0 0.0 0.0 0.0 6.080 0.0687 0.418 Vel = 8.30 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations : Hazen -Williams CROWN FIRE MACYS CALC PLAN Page 5 Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Node2 EIev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf ******* Notes ****** 17 15 8.00 32.04 2 0.0 6.250 120 16.046 to 0.0 0.0 0.0 18 15 126.58 2.157 0.0 6.250 0.1181 0.738 Vel = 11.11 18 15 8.00 32.78 2 0.0 6.080 120 16.784 to 0.0 0.0 0.0 19 15 159.36 2.157 0.0 6.080 0.1809 1.100 Vel = 13.99 19 15 8.00 33.83 2 0.0 6.250 120 17.884 to 0.0 0.0 0.0 20 15 193.19 2.157 0.0 6.250 0.2581 1.613 Vel = 16.96 20 15 8.00 35.32 2 E 6.153 50.070 120 19.497 to 0.0 6.153 0.0 21 15 228.51 2.157 0.0 56.223 0.3522 19.802 Vel = 20.06 21 15 0.0 2.5 T 16.474 12.000 120 39.299 to 0.0 16.474 -4.764 22 26 228.51 2.635 0.0 28.474 0.1329 3.783 Vel = 13.44 22 26 0.0 3 0.0 1.000 120 38.318 to 0.0 0.0 0.0 9 26 228.51 3.26 0.0 1.000 0.0470 0.047 Vel = 8.78 0.0 9 228.51 38.365 K Factor = 36.89 23 28.750 8.00 56.56 1.25 0.0 8.000 120 49.977 to 0.0 0.0 0.0 24 28.750 56.56 1.38 0.0 8.000 0.2341 1.873 Vel = 12.13 24 28.750 8.00 57.60 1.5 0.0 8.000 120 51.850 to 0.0 0.0 0.0 25 28.750 114.16 1.61 0.0 8.000 0.4054 3.243 Vel = 17.99 25 28.750 8.00 59.38 2 0.0 8.000 120 55.093 to 0.0 0.0 0.0 26 28.750 173.54 2.067 0.0 8.000 0.2605 2.084 Vel = 16.59 26 28.750 8.00 60.49 2 0.0 8.000 120 57.177 to 0.0 0.0 0.0 27 28.750 234.03 2.067 0.0 8.000 0.4530 3.624 Vel = 22.38 27 28.750 8.00 62.38 2.5 0.0 8.000 120 60.801 to 0.0 0.0 0.0 28 28.750 296.41 2.469 0.0 8.000 0.2952 2.362 Vel = 19.86 28 28.750 8.00 63.58 2.5 0.0 8.000 120 63.163 to 0.0 0.0 0.0 29 28.750 359.99 2.469 0.0 8.000 0.4229 3.383 Vel = 24.12 29 28.750 8.00 65.26 2.5 T 12.0 4.000 120 66.546 to 0.0 12.000 0.758 30 27 425.25 2.469 0.0 16.000 0.5755 9.208 Vel = 28.50 30 27 0.0 3 T 15.0 1.750 120 76.512 to 0.0 15.000 0.0 31 27 425.25 3.068 0.0 16.750 0.1998 3.347 Vel = 18.46 31 27 0.0 5 0.0 12.000 120 79.859 to 0.0 0.0 0.0 32 27 425.25 5.295 0.0 12.000 0.0141 0.169 Vel = 6.20 32 27 425.72 6 0.0 12.000 120 80.028 to 0.0 0.0 0.0 33 27 850.97 6.357 0.0 12.000 0.0207 0.248 Vel = 8.60 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations : Hazen -Williams CROWN FIRE MACYS CALC PLAN Page 6 Date Node1 EIev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Node2 EIev2 Fact Qt Act Egiv Len Total Pf/Ft Pf Notes ****** 33 27 to 34 27 383.81 6 1234.78 6.357 0.0 3.190 120 80.276 0.0 0.0 0.0 0.0 3.190 0.0414 0.132 Vel = 12.48 34 27 0.0 8 T 41.108 1.000 120 80.408 to 0.0 41.108 0.0 35 27 1234.78 8.249 0.0 42.108 0.0116 0.490 Vel = 7.41 35 27 to 36 27 0.0 8 1234.78 8.249 0.0 80.000 120 80.898 0.0 0.0 0.0 0.0 80.000 0.0116 0.929 Vel = 7.41 36 27 0.0 8 E 21.141 23.000 120 81.827 to 0.0 21.141 0.0 TOC 27 1234.78 8.249 0.0 44.141 0.0116 0.513 Vel = 7.41 TOC 27 0.0 8 Aty 27.014 26.000 120 82.340 to G 4.698 31.712 11.261 BOC 1 1234.78 8.249 0.0 57.712 0.0116 0.671 Vel = 7.41 BOC 1 0.0 8 T 41.62 40.000 120 94.272 to 0.0 41.620 1.732 UG2 -3 1234.78 8.27 0.0 81.620 0.0115 0.937 Vel = 7.38 0.0 UG2 1234.78 96.941 K Factor = 125.41 39 28.750 8.00 56.62 1.25 0.0 8.000 120 50.086 to 0.0 0.0 0.0 40 28.750 56.62 1.38 0.0 8.000 0.2348 1.878 Vel = 12.15 40 28.750 8.00 57.67 1.5 0.0 8.000 120 51.964 to 0.0 0.0 0.0 41 28.750 114.29 1.61 0.0 8.000 0.4061 3.249 Vel = 18.01 41 28.750 8.00 59.44 2 0.0 8.000 120 55.213 to 0.0 0.0 0.0 42 28.750 173.73 2.067 0.0 8.000 0.2610 2.088 Vel = 16.61 42 28.750 8.00 60.56 2 0.0 8.000 120 57.301 to 0.0 0.0 0.0 43 28.750 234.29 2.067 0.0 8.000 0.4539 3.631 Vel = 22.40 43 28.750 8.00 62.45 2.5 0.0 8.000 120 60.932 to 0.0 0.0 0.0 44 28.750 296.74 2.469 0.0 8.000 0.2959 2.367 Vel = 19.88 44 28.750 8.00 63.64 2.5 0.0 8.000 120 63.299 to 0.0 0.0 0.0 45 28.750 360.38 2.469 0.0 8.000 0.4238 3.390 Vel = 24.15 45 28.750 8.00 65.33 2.5 T 12.0 4.000 120 66.689 to 0.0 12.000 0.0 46 28.750 425.71 2.469 0.0 16.000 0.5767 9.227 Vel = 28.53 46 28.750 0.0 3 T 15.0 1.750 120 75.916 to 0.0 15.000 0.758 32 27 425.71 3.068 0.0 16.750 0.2002 3.354 Vel = 18.48 0.0 32 425.71 80.028 K Factor = 47.59 47 28.750 8.00 62.03 1.5 0.0 8.000 120 60.115 to 0.0 0.0 0.0 48 28.750 62.03 1.61 0.0 8.000 0.1311 1.049 Vel = 9.78 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations : Hazen -Williams CROWN FIRE MACYS CALC PLAN Page 7 Date Node1 EIev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Node2 EIev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf ******* Notes ****** 48 28.750 8.00 62.56 2 0.0 8.000 120 61.164 to 0.0 0.0 0.0 49 28.750 124.59 2.067 0.0 8.000 0.1411 1.129 Vel = 11.91 49 28.750 8.00 63.14 2 0.0 8.000 120 62.293 to 0.0 0.0 0.0 50 28.750 187.73 2.067 0.0 8.000 0.3014 2.411 Vel = 17.95 50 28.750 8.00 64.35 2.5 0.0 8.000 120 64.704 to 0.0 0.0 0.0 51 28.750 252.08 2.469 0.0 8.000 0.2188 1.750 Vel = 16.89 51 28.750 8.00 65.22 2.5 0.0 8.000 120 66.454 to 0.0 0.0 0.0 52 28.750 317.3 2.469 0.0 8.000 0.3348 2.678 Vel = 21.26 52 28.750 8.00 66.52 2.5 T 12.0 4.000 120 69.132 to 0.0 12.000 0.0 53 28.750 383.82 2.469 0.0 16.000 0.4761 7.618 Vel = 25.72 53 28.750 0.0 3 T 15.0 1.750 120 76.750 to 0.0 15.000 0.758 33 27 383.82 3.068 0.0 16.750 0.1653 2.768 Vel = 16.66 33 0.0 383.82 80.276 K Factor = 42.84 Computer Programs by Hydratec Inc. Revision: 50.54.2 ' BON MARCHE DISTRIBUTION WAREHOUSE ADDITION .18/3000 SQ. FT. - FLOW TEST RESULTS STATIC RESIDUAL AT 2700.0 GPM PRESSURE AVAILABLE AT 1169.9 GPM SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR 201 25.16 17.28 202 24.95 17.28 203 23.69 17.28 204 23.47 17.28 205 23.40 17.28 276 23.37 17.28 207 23.14 17.28 208 23.08 17.28 209 23.17 17.28 210 22.95 17.28 211 X2.89 17.28 212 2.3.39 17.28 21.1 23.17 17.28 214 23.10 17.28 215 21.57 17.28 216 21.36 17.28 217 21.30 17.28 218 20.23 17.28 219 20.04 17.28 220 19.98 17.28 221 19.34 17.28 222 19.15 17.28 223 19.09 17.28 224 18.21 17.28 225 18.03 17.28 226 17.98 17.28 227 17.66 17.28 228 17.48 17.28 229 17.44 17.28 230 17.51 17.28 231 17.33 17.28 232 17.28 17.28 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 PRESSURE 20.18 19.85 17.90 17.56 17.46 17.41 17.08 16.98 17.13 16.80 16.70 17.45 17.11 17.02 14.84 14.55 14.47 13.06 12.80 12.73 11.93 11.69 11.63 10.57 10.36 10.30 9.95 9.75 9.69 9.77 9.58 9.52 i T i i I i 140.00 PSI 80.00 PSI 127.23 PSI -:a�.isr_s x_..w ....- 4.-1'+-1771 I -MW ' BON MARCHE DISTRIBUTION WAREHOUSE ADDITION .18/3000 SQ. FT. - TOTAL WATER REQUIRED FOR SYSTEM OUTFLOWS AT 10 OUTFLOWS AT 9 OUTSIDE HOSE STREAMS AT 0 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 669.90 GPM 75.00 GPM 75.00 GPM 350.00 GPM 1,169.90 GPM 67.40 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.047 PSI MAXIMUM VELOCITY IN PIPES 19.90 FPS OUlr. I•I i. 1 IML .7 G1-11 ML 14V . i l •a t,71 i = i BON MARCHE DISTRIBUTION WAREHOUSE ADDITION .18/3000 SQ. FT. FROM TO ig FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 229 232 1.442 L 8.00 0.0211 PT :9.52 (232) Q 17.28 - F=0 F -- 0.00 PE -0.00 BN3 C120 T 8.00 PF -0.17 226 229DQ 17.44 1.442 L 8.00 0.0766 PT 9.69 (229) Q 34.72 F=0 F 0.00 PE 0.00 BN3 C120 T 8.00 PF 0.61 223 226D0 17.98 1.442 L 8.00 0.1658 PT 10.30 (226) Q 52.69 F=0 F 0.00 PE 0.00 BN3 C120 T 8.00 PF 1.33 220 223DQ 19.09 1.682 L 8.00 0.1388 PT 11.63 (223) Q 71.78 F=0 F 0.00 PE 0.00 BN3 C120 T 8.00 PF 1.11 217 220D0 19.98 1.682 L 8.00 0.2187 PT 12.74 (220) Q 91.77 F=0 F 0.00 PE 0.00 BN3 C120 T 8.00 PF 1.75 214 217DQ 21.30 1.682 L 8.00 0.3218 PT 14.49 (217) Q 113.07 F=0 F 0.00 PE 0.00 BN3 C120 T 8.00 PF 2.57 114 214DQ 23.10 2.067 L 4.13 0.1663 PT 17.06 (214) Q 136.17 F=T F 10.00 PE 0.00 BN3 C120 T 14.13 PF 2.35 • PT 19.41 (114) 228 231 1.442 L 8.00 0.0212 PT 9.58 (231) Q 17.33 F=0 F 0.00 PE 0.00 - BN3 C120 T 8.00 PF 0.17 225 228DQ 17.48 1.442 L 8.00 0.0770 PT 9.75 (228) Q 34.81 F=0 F 0.00 PE 0.00 BN3 C120 T 8.00 PF 0.62 222 225DQ 18.03 1.442 L 8.00 0.1667 PT 10.37 (225) Q 52.84 F=0 F 0.00 PE 0.00 BN3 C120 T 8.00 PF 1.33 219 222DQ 19.15 1.682 L 8.00 0.1396 PT11.70 (222)- 1 Q 71.99 F=0 F 0.00 BN3 C120 T 8.00 PF 01.12 216 219DQ 20.04 1.682 L 8.00 0.2198 PT 12.82 (219) Q 92.02 F=0 F 0.00 PE 0.00 4 BN3 C120 T 8.00 PF 1.76 JUQ1I11 I HL JCf11HL NU:., -11.10M -V7 BON MARCHE DISTRIBUTION WAREHOUSE ADDITION .18/3000 SO. FT. FROM TO ��-14-lYYl t''Hlbc 4 FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI .213 216DQ 21.36 1.682 Q 113.38 L 8.00 0.3234 PT 14.58 (216) F=0 F '-0.00: PE 0.00 BN3 C120 T __r.i2tp.00 i PF ;2.59 .t_ 113 213DQ 23.17 2.067 L Q 136.55 F=T F BN3 C120 T 4.13 0.1672 10.00 14.13 PT 17.17 (213) PE 0.00 PF 2.36 PT 19.53 (113) 227 230 1.442 L 8.00 0.0216 PT 9.77 (230) Q 17.51 F=0 F 0.00 PE 0.00 BN3 C120 T 8.00 PF 0.17 224 227DQ 17.66 1.442 L 8.00 0.0785 PT 9.94 (227) Q 35.17 F=0 F 0.00 PE 0.00 BN3 C120 T 8.00 PF 0.63 221 224DQ 18.21 1.442 L 8.00 0.1699 PT 10.57 (224) Q 53.38 F=0 F 0.00 PE 0.00 BN3 C120 T 8.00 PF 1.36 218 221 DQ 19.34 1.682 L 8.00 0.1422 PT 11.93 (221) Q 72.71 F=0 F 0.00 PE 0.00 BN3 C120 T 8.00 PF 1.14 215 218DQ 20.23 1.682 L 8.00 0.2239 PT 13.07 (218) Q 92.95 F=0 F 0.00 PE 0.00 BN3 C120 T 8.00 PF 1.79 212 215DQ 21.57 1.682 L 8.00 0.3295 PT 14.86 (215) Q 114.52 F=0 F 0.00 PE 0.00 BN3 C120 T 8.00 PF 2.64 112 212DQ 23.39 2.067 L 4.13 0.1703 PT 17.50 (212) Q 137.91 F=T F 10.00 PE 0.00 BN3 C120 T 14.13 PF 2.41 PT 19.91 (112) 208 211 1.442 L 8.00 0.0355 PT 16.70 (211) Q 22.89 F=0 F 0.00 PE 0.00 BN2 C120 T 8.00 PF 0.28 205 208DQ 23.08 1.682 L 8.00 0.0609 PT 16.98 (208) Q 45.97 F=0 F ' 0.00 PE 0.00 --- --:= --- BN2 C120 T 8.00 PF 0.49 114 205DQ 23.40 1.610 L 3.88 0.1613 PT 17.47 (205) Q 69.37 F=T F 8.00 PE 0.00 BN2 C120 T 11.88 PF 1.92 SUBMITTAL SERIAL NO: .:' 1 UoH-U9 BON MARCHE DISTRIBUTION WAREHOUSE ADDITION .18/3000 SQ. FT. FROM TO 02-14-1991 PARE 5 FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 14 114DQ 136.17 2.067 L 1.38 0.3563 PT 19.39 (114) Q 205.54 F=T F 10.00 PE 0.60 NR1 C120 T 11.38 PF "4.05 PT 24.04 ( 14) 207 210 1.442 L 8.00 0.0356 PT 16.80 (210) Q 22.95 F=0 F 0.00 . • PE 0.00 BN2 C120 T 8.00 PF 0.28 204 207DQ 23.14 1.682 L 8.00 0.0612 PT 17.08 (207) Q 46.09 F=0 F 0.00 PE 0.00 BN2 C120 T 8.00 PF 0.49 113 204DQ 23.47 1.610 L 3.88 0.1621 PT 17.57 (204) Q 69.56 F=T F 8.00 PE 0.00 BN2 C120 T 11.88 PF 1.93 13 113DQ 136.55 2.067 L 1.38 0.3581 PT 19.50 (113) Q 206.11 F=T F 10.00 PE 0.60 NR1 C120 T 11.38 PF 4.08 PT 24.18 ( 13) 206 209 1.442 L 8.00 0.0363 PT 17.13 (209) Q 23.17 F=0 F 0.00 ' PE 0.00 BN2 C120 T 8.00 PF 0.29 203 206DQ 23.37 1.682 L 8.00 0.0623 PT 17.42 (206) Q 46.54 F=0 F 0.00 PE 0.00 BN2 C120 T 8.00 PF 0.50 112 203DQ 23.69 1.610 L 3.88 0.1650 PT 17.92 (203) Q 70.24 F=T F 8.00 PE -0.00 BN2 C120 T 11.88 PF 1.96 12 112DQ 137.91 2.067 L 1.38 0.3647 PT 19.88 (112) Q 208.15 F=T F 10.00 PE 0.60 NR1 C120 T 11.38 PF 4.15 PT 24.63 ( 12) 201 202 1.442 L 8.00 0.0416 PT 19.85 (202) Q 24.95 F=0 F 0.00 PE 0.00 BN1 C120 T 8.00 PF 0.33 116 201DQ 25.16 1.442 L 16.00 0.1511 PT 20.18 (201) Q 50.11 F=0 F 0.00 PE 0.00 BN1 C120 T 16.00 PF 2.42 115 116 1.682 L 24.00 0.0714 PT 22.60 (116) Q 50.11 F=0 F 0.00 PE 0.00 BN1 C120 T 24.00 PF 1.71 b,UN f`1f=iKL HI. DISTRIBUTION WAREHOUSE ADDITION .18/3000 SQ. FT. FROM TO 111 115 11 111' FLOW DIAM GPM - IN Q 50.11 Q 50.11 EQUIV P -LOSS PRESSURE PIPE PSI/FT SUMMARY LEN/FT PSI 2.067 ' L 4.13 0.0262 PT 24.31 (115) ' F=T F 10.00 .:. PE 0.00 BN1 C120 T 14.13 PF 0.37 2.067 L 1.38 0.0262 PT 24.68 (111) F=T F 10.00 PE 0.60 NR1 C120 T 11.38 PF .0.30 .PT 25.58 ( 11) L 12.00 9.0105 PT 24.06 ( 14) .F=0 F 0.00- PE 0.00 FM4 C120 T 12.00 PF 0.13 13 14 4.260 Q 205.54 12 13DQ - 206.11 4.260 Q 411.64 11 12DQ 208.15 4.260 Q 619.79 10 11DQ 50.11 4.260 Q 669.90 9 10DQ 75.00 4.260 Q 744.90 L 12.00 0.0380 PT 24.19 ( 13) F=0 F 0.00 PE 0.00 FM4 C120 T 12.00 PF 0.46 L 12.00 0.0811 PT 24.65 ( 12) F=0 F 0.00 PE 0.00 FM4 C120 T 12.00 PF 0.97 L 31.00 0.0937 PT 25.62 ( 11) F=0 F 0.00 PE 0.00 FM3 C120 T 31.00 PF 2.90 L 91.00 0.1140 PT 28.52 ( 10) F=T F 22.00 PE 0.00 FM2 C120 T 113.00 PF 12.88 COMMENT: 75 GPM FOR HOSE RACK 8 9DQ 75.00 4.260 Q 819.90 7 8 4.260 Q 819.90 L 36.54 0.1361 PT 41.40 ( 9) F=2E F 22.00 PE 0.32 FM1 C120 T 58.54 PF 7.97 L 21.42 0.1361 PT 49.69 ( 8) F=0 F 0.00 PE 9.27 FR3 C120 T 21.42 PF 2.92 6 7 4.260 L 17.00 0.1361 PT 61.88 ( 7) Q 819.90 F=0 F 0.00 PE 0.4.E FR2 C120 T 17.00 PF 2.31 COMMENT: EQUIVELENT LENGTH FOR ALARM VALVE 5 6 4.260 Q 819.90 0 5 Q 819.90 8.325 L 3.17 0.1361 PT 64.62 ( 6) F=GV F 2.00 PE 1.37 FR1 C120 T 5.17 PF 0.70 L 115.00 0.0039 PT 66.69 ( 5) F=T,GV F 61.00 PE 0.00 UN1 C140 T 176.00 PF 0.69 PRESSURE AVAILABLE AT NODE 0 AT 1169.9 GPM MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.047 PSI MAXIMUM VELOCITY IN PIPES 19.90 FPS PT 67.38 ( 0) 127.2 PSI HYDRAULIC CALCULATIONS ABEL FIRE PROTECTION Job_ _ BON DISTRIBUTION CENTER TUKWILA, WASHINGTON FA -C44- PCIA6% AIWA i* Authority having Jurisdiction_ CITY OF SEATTLE Coverage per Sprinkler RACKS - 8'-0" O.C. System type_ Wet Mose _ _ _ _ 1270.0 gpm Outside Hose Sheet Date 06/05/91 '. | /91 Job: BONR-1 Water Supply 140.00 psi Static, 80.00 psi Residual @ 2700.0 gpm. Demand _ _ _ _ 85.32 psi @ 448.8 gpm @ B.O.R. 99.19 psi @ 1718.8 gpm @ Supply 113.98 psi available @ 1718.8 gpm Demand is below curve by 14.79 psi Sprinklers 1/2" .4 -`� „ 1�t�s+ LIv (PS i ) ✓ I-. F+ DJ ▪ 0) 10 0 P. 0 CD 1 1 1 1 1 1 i ! 1 1 A M1 M CI CD f tJ Sheet Z fill 11Lgle1ienU ABEL FIRE PROTECTION Description of Fitting abbreviations Code Description T Tee VT Victaulic tee VE Victaulic ninety degree elbow ALV Alarm valve GV Gate valve UE Underground ASCA ninety degree elbow UT1 Underground ASCA tee: flow in run, flow out bullhead only. Description of Other abbreviations Code Description AO BL CM PT PE PF A F T Arm -over Branch Line Cross Main Total pressure Pressure loss due Pressure loss due Raised to the power Actual pipe length Fitting equivalent Total pipe length to to elevation changes friction of .5 (Square Root) pipe length • Sheet ABEL FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations BON DISTRIBUTION CENTER TUKWILA„ WASHINGTON 'Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Arm -over 1 A 0.5 PT 30.00 1 30.7= 5.60(w0.00) .5 F 5.0 PE 0.00 1 30.7 1.05 1T T 5.5 0.28705 PF 1.58 11.39 PT 31.58 3 K -factor for arm -over 1 = 30.7/(31.58)^.5 = 5.46 at Hyd Ref Pts 3 4 5 6 7 8 9 Branchline No. 1 A 8.0 PT 31.58 30.7=5.46(31.58)30.7=5.46(31,58v'.5 F 0.0 PE 0.00 3 30.7 2.16 '1" 8.0 0.00859 PF 0.07 A 8.0 P1 31.65 30.7=5.46(31.65)'•'.5 F 0.0 PE 0.00 4 61.4 2.16 T 8.0 0.03100 PF 0.25 A 8.0 PT 31.90 30.9=5.46(31.90)•".5 F 0.0 PE 0.00 5 92.3 2.16 T 8.0 0.06581 PF 0.53 A 8.0 PT 32.42 31.1=5.46(72.42) `''• .5 1:: 0.0 PE 0.00 6 123.4 2.16 T 8.0 0.1t264 PF 0.90 A 8.0 PT 33.32 31.5=5.46(33,32)•''•.5 F 0.0 PE 0.00 7 154.9 2.16 T 8.0 0.17162 F'F 1.77 A 8.0 PT 34.70 32.2=5.46(34.70)32.2=5.46(34,70)".S F 0.0 PE 0.00 8 187.1 2.16 T 8.0 0.243.32 PF 1.95 A 2.0 PT 36.64 33.1=5.46(76.64)''' .5 F 12.: PE 0.00 9 220.2 2.16 i. T 1" 14.7 0.32881 PF 4.71 PT 41.35 2.70 4 AO1 otes 120 BI Jct 120 AO1 5.39 5 AO1 8.10 6 AO1 10.87 7 A01 13.60 8 A01 16.43 9 A01 19.33 11 Cross main Jct K -factor for branchline no. 1 = 220.2/(41.35)•"•.5 = 34.24 at Hyd Ref Pts 11 12 Cross main 1 (Beginning pressure increased due to Hyd Ref Pt 12) __ ____= A 8.3 PT 44.55 11 2-.)8.6=34.24(44.55)'.5 F 0.0 PE -3.59 11 228.6 3.26 T 8.3 0.04715 PF 0.39 A 12.0 PT 41.35 12 220.2=34.24(41.35)`'•.5 F 17.5 PE 0.00 12 448.8 3.26 1VT T 29.5 0.16426 PF 4.84 17.25 PT 46.19 (EL 8.79 K -factor for Cross main 1 = 448.8/(46,19)•"•.5 = 66.04 14 -Bulk-Jct r Sheet y - ABEL FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations BON DISTRIBUTION CENTER TUKWILA, WASHINGTON Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk C = 120 ==== A 129.0 PT 46.19 14 CM 1 448.8=66.04(46.19)^.5 F 13.4 PE 0.00 14 448.8 3.26 2VE T 142.4 0.16428 PF 23.40 17.25 A 54.0 PT 69.59 15 F 26.9 PE 0.00 15 448.8 4.26 3VE T 80.9 0.04464 PF 3.61 10.10 PT 73.20 16 Top of Riser Riser C = 120 A 28.0 PT 73.20 16 Top of Riser F 73.7 PE 7.58 (EL= 17.50 ft) 16 448.8 4.26 2VT 1ALV T 101.7 0.04464 PF 4.54 10.10 1GV PT 85.32 17 B.O.R. Under ground C = 100 A 175.0 PT 85.32 17 B.O.R. F 9.1 PE 0.00 17 448.8 4.10 1UE 1UT1 T 184.1 0.07537 PF 13.88 10.91 A 0.0 PT 99.19 18 770.0 gpm = licaam F 0.0 PE 0.00 18 1218.8 0.00 ��----~T 0.0 0.00000 PF 0.00 0 00 Ar . . ^~ PT 99.19 19 Supply Jct Hose = 500.0 gpm at Hyd Ref Pt. 19 for a total flow of 1718.8 gpm. Available flow at 99.19 psi is 2192.2 gpm which is 473.4 gpm from curve. Supply pressure available with 1718.8 gpm flowing is 113.98 psi, thus system requirement is 14.79 psi below supply curve. (13.0%) ^' ' HYDRAULIC CALCULATIONS ABEL FIRE PROTECTION Job_ _ BON DISTRIBUTION CENTER tteKoIS eN. K411 Authority having Jurisdiction_ _ NFPA-13 System type_ Wet Hose _ _ _ 1270.0 gpm Outside Hose Date 06/05/91 Job: BONR-2 Water Supply 140.00 psi Static, 80.00 psi Residual @ 2700.0 ppm Demand 99.42 psi @ 377.6 ppm @ B.O.R. 104.91 psi @ 1647.6 ppm @ Supply 115.94 psi available @ 1647.6 ppm Demand is below curve by 11.03 psi Cn LMy Lil m Fi t1 G3CD 0 CD 13 0 r . 1 Pre 5sur-e (PSI ) �i "t f.•:' f. -?t I- r r r I.J. 10 Ca 41 1111 15311tc lFenJ c m z CgdleL5 S8'T ABEL FIRE PROTECTION Description of Fitting abbreviations Code Description Sheet ?Hof of T Tee VT Victaulic tee VE Victaulic ninety degree elbow ALV Alarm valve GV Gate valve UE Underground ASCA ninety degree elbow UTI Underground ASCA tee: flow in run, flow out bullhead only Description of Other abbreviations Code Description AO Arm -over BL Branch Line CM Cross Main PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction ^.5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length , ABEL FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations BON DISTRIBUTION CENTER TUKWILA, WASHINGTON Sheet 1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Arm -over 1 C = 120 � ========= A 0.5 PT 22.00 1 25.8=5.50(22.00)^.5 F 5.0 PE 0.00 1 25.8 1.05 1T T 5.5 0.20840 PF 1.15 9.58 PT 23.15 3 Bl Jct K -factor for arm -over 1 = 25.8/(23.15)^.5 = 5.36 at Hyd Ref Pts 3 4 5 6 7 8 10 11 Branchline No. 1 A 8.0 PT 25.8=5.36(23.15)^.5 F 0.0 PE 3 25.8 2.16 T 8.0 0.00623 PF A 8.0 PT 25.8=5.36(23.20)^.5 F 0.0 PE 4 51.6 2.16 T 8.0 0.02247 PF A 8.0 PT 25.9=5.36(23.38)^.5 F 0.0 PE 5 77.6 2.16 T 8.0 0.04771 PF A 8.0 PT 26.1=5.36(23.76)^.5 F 0.0 PE 6 103.7 2.16 T 8.0 0.08165 PF A 8.0 PT 26.5=5.36(24.41)^.5 F 0.0 PE 7 130.2 2.64 T 8.0 0.04693 PF A 4.0 PT 26.7=5.36(24.79)^.5 F 16.5 PE 8 156.9 2.64 1T T 20.5 0.06627 PF PT C = 120 23.15 3 AO1 0.00 0.05 2.27 23.20 4 AO1 0.00 0.18 4.53 23.38 5 AO1 0.00 0.38 6.81 23.76 6 AO1 0.00 0.65 9.10 24.41 7 AO1 0.00 0.28 7.66 24.79 8 AO1 0.00 1.36 9.23 26.14 14 Cross main Jct K -factor for branchline no. 1 = 156.9/(26.14)'.5 = 30.69 at Hyd Ref Pts 14 15 Branchline No, 2 C = 120 ================ A 8.0 PT 23.15 10 AO1 25.8=5.36(23.15)^.5 F 0.0 PE 0.00 10 25.8 1.38 T 8.0 0.05482 PF 0.44 5.53 A 4.0 PT 23.58 11 AO1 26.1=5.36(23.58)^.5 F 6.0 PE 0.00 11 51.9 1.38 11 T 10.0 0.19935 PF 1.99 11.12 PT 25.58 14 Cross main Jct K -factor for branchline no. 2 = 51.9/(25.58)^.5 = 10.26 at Hyd Ref Pts 14 15 ° ABEL FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations BON DISTRIBUTION CENTER TUKWILA, WASHINGTON Pipe Flow Dia Fitting Length Fr Loss No (gpm) (inch) and Dev (ft) (psi/4'U Sheet )0 -to Press Hyd Vel (psi) Ref (fps) Notes Cross main 1 (Beginning pressure increased due to Hyd Ref Pt 15) C = 120 ======= A 8.3 PT 29.46 14 BL1+1/2*BL2 194.4=35.82(29.46)^.5 F 0.0 PE -3.59 (EL= -8.30 ft) 14 194.4 3.26 T 8.3 0.03494 PF 0.29 7.47 A 12.0 PT 26.15 15 BL1+1/2*BL2 183.2=35.82(26.15)^.5 F 17.5 PE 0.00 15 377.6 3.26 1VT T 29.5 0.11932 PF 3.52 14.51 PT 29.67 17 Bulk Jct K -factor for Cross main 1 = 377.6/(29.67)^.5 = 69.32 Bulk ==== A 68.0 377.6=69.32(29.67)^.5 F 17.5 17 377.6 3.26 1VT T 85.5 0.11934 A 366.0 F 39.0 18 377.6 3.26 1GV 1VT T 405.0 0.11934 PT PE PF PT PE PF PT 29.67 17 0.00 10.20 39.87 18 0.00� 48.33 88.20 19 14.51 14.51 C = 120 CM 1 Top of Riser Riser C = 120 ===== A 28.0 PT 88.20 19 Top of Riser F 84.3 PE 7.58 (EL= 17.50 ft) 19 377.6 4.26 2T 1ALV T 112.3 0.03243 PF 3.64 8.50 1GV PT 99.42 20 B.O.R. Under ground ==-----===== A 170.0 PT 99.42 20 F 17.0 PE 0.00 20 377.6 4.10 1UE 1UT1 T 187.0 0.02938 PF 5.49 9.18 A 0.0 PT 104.91 21 770.0 gpm - Hose - ROOF F 0.0 PE 0.00 21 1147.6 0.00 St��w»�.T 0.0 0.O0000 PF 0.00 0.00 �r~���~� PT 104.91 "- ..t. tole 2+tw7" Hose = 500.0 gpm at Hyd Ref Pt. 22 for a total flow of 1647.6 gpm. C = 140 B.O.R. ** C = 100 ** Supply Jct Available flow at 104.91 psi is 2020.4 gpm which is 372.8 gpm from curve. Supply pressure available with 164/.6 gpm flowing is 115.94 psi, thus system requirement is 11'03 psi below supply curve. (9.5%) Factory Mutual Engineering September 21, 1992 Mr. J. Abel John J. Abel Fire Protection Co., Inc. 4932 V. Interurban Blvd. Bothell, WA 98012 Re: In -rack Sprinkler Installation The Bon Marche FEDERATED DEPARTMENT STORES, INC. Tukwila, VA Index 78992.15 Account 9-01991 Dear Mr. Abel, 10900 N.E. 4th Street, Suite 700 P.O. Box 96077 Bellevue, WA 98009-9677 Telephone (206) 454-3931 Telex 32-9619 This is to acknowledge the receipt and review of five sets of Drawing 1 of 1 and two sets of associated hydraulic calculations for the above referenced project. The proposal is acceptable from a preliminary planning standpoint. Due to the fact that the drawings are not complete in showing where sprinklers will be installed, final acceptance will be deferred pending visual inspection in the field after installation. We have the following comments/recommendations: 1. Sprinklers should be staggered between branch lines in each rack. 2. A flue space of at least 8 in. should be maintained between each half of the double row racks (longitudinal). 3. Slots should be cut in the solid shelves at approximately 16 ft. intervals, and at least 6 in. flue spaces should be maintained between shelf sections (transverse). 4. Plain end pipe couplings should not be used on aboveground piping. 5. Cutting and welding on sprinkler piping should be avoided. When system fabrication requires drilling, cutting, or burning of holes in sprinkler pipe and/or welding of outlets to pipe, piping should be removed to a safe location. Extreme care should be taken to ensure that coupons, slag and other debris are removed from piping before installation begins. All welding should be performed by welders certified for the procedures used. 6. The installation of this system will require closure of one or more fire protection control valves. Valve closures should be coordinated closely with responsible plant fire protection personnel who should use the Factory Mutual Engineering Organization Red Tag Permit System, taking applicable precautions indicated. 7. Final acceptance of this work will be by field examination and satisfactory completion of the Contractor's Material and Test Certificate. PROJECT DESCRIPTION According to Mr. D. Meadows of The Bon Marche, this project consists of the installation of in -rack automatic sprinklers in all unsprinklered racks such that, upon completion, all existing racks will have two levels of in -rack sprinklers. The submitted drawings are not intended to show the location of all new sprinklers; rather, the purpose of the drawings is only to support hydraulic calculations that verify the performance of the system at its hydraulically most remote point. Also, the drawings are in error in showing the installation of three levels of sprinklers; only two levels will be installed. The in -rack sprinklers are designed to provide at least 26 gpm per head, with seven heads per level on two levels are flowing. Although 30 gpm per head is normally required, 26 gpm will be acceptable. A total of 1654 gpm at 115 psi is required at the base of riser. This demand includes 770 gpm (0.35 gpm/sq. ft. x 2000 sq. ft. + 10%) for ceiling sprinklers and 500 gpm for hose streams. The water supply is adequate to meet this demand. Sprinkler heads to be used are Reliable Model G heads with 1/2 in. orifices rated at 165°F. All branch lines consist of 1 in. diameter armovers connected to 2 in. pipe. Existing 3 in. cross mains and 4 in. risers will be used. All new piping will be either Schedule 40 (1 in. and 2 in. lines) or Schedule 10 (larger than 2 in.). The installation will be installed, braced, and tested in accordance with NFPA-13. Location of the work is the high bay storage area of the warehouse. Furniture (Class IV commodity) is stored in double row racks to a height of 27 ft. The racks have five tiers, solid shelves, and 4-1/2 to 6 ft. aisles. Building construction is concrete walls with a plank -on -glue -laminated -beams roof. Existing ceiling protection is designed to provide a density of 0.42 gpm/sq. ft. over the most hydraulically remote 6000 sq. ft. We are returning four copies of your submittal unstamped. We are retaining one copy for our files. Thank you for your interest in loss prevention. G.J. Hiller Loss Prevention Consultant Seattle District Office gjm/3.0 p6/302 HYDRAULIC CALCULATIONS ABEL FIRE PROTECTION Job _ BON DISTRIBUTION CENTER TUKWILA, WASHINGTON Authority having Jurisdiction_ _ TUKWILA Coverage per Sprinkler System type_ _ Wet Hose 1270.0 Water Supply _ 140.00 Demand 105.02 115.44 115.76 Demand Sprinklers _ _ 1/2" RACKS - 8'-0" O.C. Sheet of 4 gpm Outside Hose psi Static, 80.00 psi Residual @ 2700.0 psi @ 384.4 gpm @ B.O.R. psi @ 1654.4 gpm @ Supply psi available @ 1654.4 gpm is below curve by 0.32 psi F COMp �F. 4/4e PROTECw. 0 Date 08/21/92 Job: BONR-92 gpm Sheetd2., ABEL FIRE PROTECTION Description of Fitting abbreviations Code Description T VT VE ALV GV UE UT1 Tee Victaulic tee Victaulic ninety degree elbow Alarm valve: Grinnell F200, F2001 Gate valve Underground ASCA ninety degree elbow Underground ASCA tee: flow in run, flow out bullhead only Description of Other abbreviations Code Description AO BL CM PT PE PF ^.5 A F T Arm -over Branch Line Cross Main Total pressure Pressure loss due to Pressure loss due to Raised to the power of Actual pipe length Fitting equivalent pipe Total pipe length elevation friction .5 (Square changes length Root) Sheet ABEL FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations BON DISTRIBUTION CENTER TUKWILA, WASHINGTON Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Arm -over 1 C = 120 A 0.5 PT 22.00 1 26.3=5.60(22.00)^.5 F 5.0 PE 0.00 1 26.3 1.05 1T T 5.5 0.21546 PF 1.19 9.75 PT 23.19 3 B1 Jct K -factor for arm -over 1 = 26.3/(23.19)^.5 = 5.46 at Hyd Ref Pts 3 4 5 6 7 8 9 Branchline No. 1 C = 120 A 8.0 PT 23.19 3 AO1 26.3=5.46(23.19)^.5 F 0.0 PE 0.00 3 26.3 2.16 T 8.0 0.00645 PF 0.05 2.31 A 8.0 PT 23.24 4 AO1 26.3=5.46(23.24)^.5 F 0.0 PE 0.00 4 52.6 2.16 T 8.0 0.02328 PF 0.19 4.62 A 8.0 PT 23.42 5 AO1 26.4=5.46(23.42)^.5 F 0.0 PE 0.00 5 79.1 2.16 T 8.0 0.04944 PF 0.40 6.94 A 8.0 PT 23.82 6 AO1 26.7=5.46(23.82)^.5 F 0.0 PE 0.00 6 105.7 2.16 T 8.0 0.08462 PF 0.68 9.28 A 8.0 PT 24.50 7 AO1 27.0=5.46(24.50)^.5 F 0.0 PE 0.00 7 132.8 2.16 T 8.0 0.12896 PF 1.03 11.66 A 8.0 PT 25.53 8 AO1 27.6=5.46(25.53)^.5 F 0.0 PE 0.00 8 160.4 2.16 T 8.0 0.18289 PF 1.46 14.08 A 28.0 PT 26.99 9 AO1 28.4=5.46(26.99)^.5 F 12.3 PE 0.00 9 188.7 2.16 1T T 40.3 0.24722 PF 9.97 16.57 PT 36.96 11 Cross main Jct K -factor for branchline no. 1 = 188.7/(36.96)^.5 = 31.04 at Hyd Ref Pts 11 12 ABEL FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations BON DISTRIBUTION CENTER TUKWILA, WASHINGTON Pipe Flow Dia Fitting Length Fr Loss No (gpm) (inch) and Dev (ft) (psi/ft) Cross main 1 (Beginning pressure increased due to A 8.3 195.7=31.04(39.73)".5 F 0.0 11 195.7 2.64 T 8.3 A 12.0 188.7=31.04(36.96)^.5 F 16.5 12 384.4 2.64 1VT T 28.5 PT PE 0.09970 PF PT PE 0.34772 PF PT Press (psi) K -factor for Cross main 1 = 384.4/(46.86)^.5 Bulk ___= A 384.4=56.15(46.86)".5 F 14 384.4 3.26 1GV 1VT T A F 15 384.4 3.26 3VE 1VT T Riser 68.0 PT 18.8 PE 86.8 0.12335 PF 258.0 PT 37.6 PE 295.6 0.12335 PF PT Hyd Ref 39.73 -3.59 0.83 36.96 0.00 9.90 46.86 Sheet 4_ Hyd Vel Ref (fps) = 56.15 46.86 0.00 10.71 57.57 0.00 36.47 94.04 Pt 11 12 14 14 15 Notes 12) C = 120 BL1 (EL= -8.30 ft) 11.51 BL1 22.61 14.78 14.78 Bulk Jct C = 120 CM 1 16 Top of Riser A 28.0 PT 94.04 16 F 73.7 PE 7.58 16 384.4 4.26 2VT 1ALV T 101.7 0.03352 PF 3.41 1GV PT 105.02 17 Under ground A 175.0 PT F 9.1 PE 17 384.4 4.10 lUE lUT1 T 184.1 0.05659 PF 1 SPM .$SisaA-r ►o), A 0.0 PT 770.0 gpm = Hose F 0.0 PE 18 1154.4 0.00 T 0.0 0.00000 PF PT 105.02 0.00 10.42 .115.44 0.00 0.00 115.44 17 18 C = 120 Top of Riser (EL= 17.50 ft) 8.65 B.O.R. 9.34 C = 100 B.O.R. 0.00 19 Supply Jct Hose = 500.0 gpm at Hyd Ref Pt. 19 for a total flow of 1654.4 gpm. Available flow at 115.44 psi is 1666.0 gpm which is 11.6 gpm from curve. Supply pressure available with 1654.4 gpm flowing is 115.76 psi, thus system requirement is 0.32 psi below supply curve. (0.3%) 5/Mt: T I 6F I MULL FThE; PRfW SEMS COMPAK llrC. NAME THE fQUJ LOCATION TUKWILA HYDRAULIC DESIGN INFORM BUILDING DLSTRT Li UT%ON RACKS t"_rNTER CONTRACTOR CALCULATED BY STEVE 370_1:)La-RENT on.1 CONSTRUCTION: ❑ COMBUSTIBLE ❑ NON-COMBUSTIBLE OCCUPANCY DATE a — - SYSTEM NO. CONTRACT MO. +HMS-lOglo Aa,. DRAWING NO. 2 AnI> CEILING HEIGHT FT. ❑ NFPA 13: ❑ NFPA 231 ❑ OTHER (Specify) ❑ SPECIFIC RULING MADE BY DATE ❑ LT. HAZ. ORD. HAZ. GP. 0 1 0 2 0 3 0 EX. HAZ. ❑ NFPA 231C: FIGURE ; CURVE AREA OF SPRINKLER OPERATION DENSITY I AREA PER SPRINKLER HOSE ALLOWANCE GPM: INSIDE HOSE ALLOWANCE GPM: OUTSIDE RACK SPRINKLER ALLOWANCE IS PSS a tND ileAD l�1 NEA -D S FLoto )Crz SYSTEM TYPE WET ❑ DRY ❑ DELUGE 0 PRE -ACTION SPRINKLER OR NOZZLE MAKE %Ri.Ln1A1 F t. L MODEL ?3012:14 SIZE :. �z�l K -FACTOR TEMPERATURE RATING CALCULATION SUMMARY GPM REQUIRED 36-Y./ "C" FACTOR USED: PSI REQUIRED Hi, cil • AT BASE OF RISER . OVERHEAD /an UNDERGROUND WATER SUPPLY WATER FLOW TFST DATE & TIME STATIC PSI /PI RESIDUAL PSI 90 GPM FLOWING '150n SAME s LOcR. ELEVATION PUMP DATA RATED CAPACITY AT PSI ELEVA TANK OR RESERVOIR CAPACITY ittFR nFPART NEW YORK N.Y. APPROV LOCATION SOURCE OF INFORMATION ;? camper= WELL FLOW GPM 1. V'7:)�;�1=TION SHOWN r_ 7, FCT ONLY COMMODITY STORAGE COMMODITY STORAGE HEIGHT STORAGE METHOD: SOLID PILED CC • GLASS AREA "WI I ALLETIZED 1°�" H O THE H K ❑ SINGLE ROW 0 CONVENTION O DOUBLE ROW ❑ SLAVE PALLE ❑ MULTIPLE ROW FLUE SPACING IN INCHES LONGITUDINAL TRANSVERSE Not': tion;; iAUITOIMIC STORAGE 0 ENCAPSULATED A _ ❑ SOLID SHELVING. - 0 NON - Nott 4E HORIZONTAL BARRIERS PROVIDED ENCAPSULATED RAGE TO CEILING IN. M TOP • • GRINNELL aft : f N'•85 GRAPR. CONTRACT NO. SHEET ,NO....1.0F NAME: RAtKS 5Y.5 •SYSTEM NO. ADDRESS: DATE: D 2 0 MULTIPLY SCALE BY_ PSI 0 p- 0 1.) • 1 , , . . • 4 ' ',- . - 1- -I-- •-: - ,-' :,. ,,i,.• ,!,, 4f 1 , ,,,, ,.. .,.1„---+.,--•:,• _:._L; I4+ I, r ,.......,,. , . ,_, ..., !t, ,,' i,• IIN -_--.-..—._;7...„-717 _____ _7* , 4I l " II,, I11 i t - ,. , 4I --1- - --H•-iI--1 i - iH, 1 .. 1 -:- -t7•,I '117 7,-,I .-11;1r _-- --".•H;1: -L'1!, 1,. ' : VA 1_-4,4---! . 1L.I•. 7': i1 E 11 --i -ii': - --IIIi -•': -! -4-1- ____;,!' .-._-,_,:. :' _. _-1,,,;•. _ .-..-.hI1,,I!- .. I A MMIIi IM. IIIMI 1;•. et —,- 1: t- ! 1, 11!I -11 - r :rf: •• :;Ij;1' - - IL -7 i,;, . 1 : ; • i ir• • : . , •___{ c. , :•11,,,1 ,•'1 iii 'r , 111: il i; ,. r .• 1::• ;• . r • 1 4 ., iil 1- : • , 1 1, : • . ; , I T T I ' ,.. [ t . 1 it! 1 ', I 1 1 -t- t ' • I 1 1 i " I : 1 t • , .--"r--7,t-I • i It I t ' It t t ! I , : 1 t t ;--1--; .• , i • . , ; ; , • , . ; : , „ I ! I iI' • 1, d74, -, ... I o E _i_ ' !. .ij • 6 , ; i • 1 11 , , - ; r • -1 1- I , , . : •--- ::i f 1 , .__--4- - - - : : . -H-- - - * ,-',--_4. , 1 , • :, : : - : .-_, L _, I :1- ! T j 1 ' ,--ii t , L-- ,,--:. ....1 . • '. - . f-- i ___ ___ __ ' _. , SI- iI . ' I , 1 . . . . I ----- '- L . ' -1—, r L , ' ..„ . . .„ • • .. , t---------i------t- cc . • .4 . — -----;, I, --T 1 -;; 1/1 : --,1 f . : '1 r--7-2--, f-4- 1-'----------- 7---t--.- ----- -1---1---t-t---- ;::- t -- , r' ' :' , •, ,,•, , - .:;!: 1 L-• . . .. tOLi•. ' -' • . ' ••- • .,•: ' • -'I, 4I'II!- 1j',n,; -- -!• _•_-_-_-:. ; , 1 Ij;' i . . t 1 . i [___.._._ , 1 : -,. . t !-- T-6._ - t . t - • --r-r I --I-,E, i ' [ L 7 I - - - !!' 7 t- t ! • t • tir 1-- -i- '.--a-, 7-=-1- T J....4. . 4_,_._ 1 : , L --------!. , i.- 1--, -,co , 1 , ., . • .---4--;-•--4,-: : . , „ - ,-;,--r; -1- -i-r-ji 7 i 1 . : , . • , , L ; .1 . -'-f-------F r•.D -rt ! ; : i a • , , t, II! t 1 • - -'r -4 , 1 -i -N ! , , , , 17,_rit,,T, ' ---1- 1 , . , ,-""--t+r-1 ' ' -. ' t l ,--4; ' f-1- __ jr_„,___.___ II rifl '' ft I- ; : -I - . ' - ; L ' • Iti , , , 1 -4- i ! - i i r I, ' 1 ' i i---- - - - -1 t7 : .-) '- :! I- it t t t t ii_t_ .--i-----, r: _f_ i . . - 4- ..,..,. . ,_4 ' -1- ', r - ' f • 1-f 1-4 . ---- '-'-' - .•,•.-T4. , t- 7 - -- - 7 •- : ri -T- li LI it4T ' t . _ r .._ ,..r!..)72:- 1 ' t - ---i- Th 42 -, t -4-1- -27T"‘C"1±` T---4- 7 7L - • ; . .Z.. ,. ._, , t-7 !k- , _ . ;__ ,• •_- -4c• _,•• , . ----,--4— --4 L----- • , tt- i i . • . ' s t -• 4-- - t• --• - -I- - , -1--- ,,- -'-1-4,--, r -f ; + r L , ,- --,-• --• . , 7-- . iti-7---t-- -,--F-CV 171--; - r:7- - -- " - - - . '-'-- 1--- ; -'• 4 4- ' 1-4-1--,--- +- ' t 4- el ..._1-4 — i- ----.- ' • .Z. T I , , ,_ i -; -- -:p_: '.-; : - , . - 1 - - ;--- + -_ -4--ce r- • ,-,- 4--,--,- — - • -,-,•-•.-- .4 • -____ , •-., ,7-------_:- . w • NI '..--- - ' _t -1---W---- - •-Y ' ' '-[- --' - - • , L , • . ' - - -f • Ct_ - ! , , , i ; , L; 1_ • ! i„7 li •, /.. , ,- ,_ 1,/1-r- 4-- 1 ,.. +. 7 ' " ---,4-------1--, t • - ' ' ' 4-., ., , , , t--1-1 i ' : , , , ! 1 , i,ii,ILI. ,;., ,..L•i,[1: 1 ,,-,-r -1- t- , . I • 0 0Q 00. 1.1 ol (c • MESPIPIZEilL CUSTOMER ORDER OR CONT. No JOB NAME 5REET 3 OF is DRAWN BY DATE REVISED BY DATE O O O ® © ® O 1C V Y v G v V L.! © © O O O O x x x x x °,c x POP AND LINES FOR MATERIALS AND OPERATIONS SEE SKETCH No. REV PIPE REF. DRW'G. Nos. MARK No. SKETCH No. REV. STEEL • GRINNELL CONTRACT NO. NAME TRE a/J RAC Ks RA1 LOCATION FRzC I:6M LOSS TNL2AIG5 us rVL, SHEET NO...LOF ►a DATE VELe1CITY PPPs.Uk NOZZLE TYPE a LOCATION FLOW IN G.P.M. PIPE SIZE FITTING a •EVICES PIPE EQUIV. LENGTH FRICTION LOSS P.S.I./FT REQUIRED P.S.I. HYD. REF PT 0 ELEV. NOTES x 5, 3q ° PT I(..'1 1 FTG. Q 21,E PF 1,.21 TOT. aPE .,I3-)1 a ° �.S LGTH. s PT 19,47 a Pr •/7.6,9 FTG. 5,.130 PF `4,3`1 R, -1,93 Q 1,13, ,1 TOT. 8 LGTH. 8 FTG. PE PT 22, of 3 p, fir 13-.9q 2, 0 ,, o 2.4, '1 Q V.8 I ILI PF 2,(a Po -I.cl T•T. 8 ,3275 PE (4) 2 li ,, Q 2s.3 LG H. a PT 24, /o3 , 4 Pr 211.4.3 IFTG. ,r898 9 93,1 Q 29.9 1 q PF N .1 I R, -2,GR JOT. 8 LGTH. s PE Pr 21.3g s I4, Pr a I, 4S )s4.3( it FTG. ',isle 0 121. o Ire PF 3.(.I -VS `TOT. $ 'LGTH. 8 PE PT. 3.gs (., .W P4 Pr 24.81 D,9 if 4 a93, FFTG• 032, PF . 5.34 fl, - 3.79 Q ISo,a 11-2 TOT. 8 , PE Rpt Pr . 29, VI 33.3q 0 Q 3a, 5 2 it -10 ILGTH. 28,5 PT 39,3q '7 FTG. to Q ,82,7 ,1R `f 4 PF lo. 9s Pv - 2.04 TOT. 3?.5 PE P,4 3G,3o p LGTH. PT 119, 24 d FTG. Q PF TOT. PE p a ila a �� f..GTH. °.7 PT anal R , • FTG. �8R7 "0!8.7 p /12.S.it -Ia TOT. a12 LGTH 9,1 -AT PE -3,77 44.21 9 FY NC.,a9 K= aL.ao FTG. la 1 PF (p,4lo- Po - 2.9� 03S -S,2 TOT 21.t ,303a PE P,� '43.33 o IT -15- IT-, LGTH. Si PT 52.49 I0 (.V -1 IS !0G( 5,910 Q 355.a5 TOT.• PF o 3 LGTH. 99.s PT 5'855 (1 Q 35S.a FTG. , J (D 39 PF Io,• TOT. 97,s PE o LGTH. Ices PT (pe.c1'1 I) 3 FTG. 1064 PF 1,96, Q ass. a o it -15 TOT. it,,s ' LGTH ILs- , PE PT 'lo lb 1� 3 FTG. cs r oloe PF 3.36, Q ass, a 'LGTH445 TOT. 31.s" . PE p 3ltE -(5 PT '13,00 1'I 3 FTG. i. 1064 PF a'1,1 Q 3s -5-.-A TOT a Cno PE o , IALV -)s ael 1 PT 1oo,'I B IS` ` ", ,LGTH• IVU - 2 FTG. ((1 PF 3.5(0 TOP OF VALVES TATAL PREs. Q 3s -s. o )0-- qo 'TOT. 'LGTH. 91 ,b399 _PE PE '7 58 111.92 .i OP 0/- (,,,/ FTG. PF REa't FfS Q TOT. PE o LGTH. PT ,''-L." ELEV. of I4161EST RE -Ay FTG• PF !, TOT. PE -PT . 'h < • GRINNELL CONTRACT NO. NAME THE tO?l RACKS LOCATION W.=F/.n."rnY rar' L PPER RA 41 I. SHEET NO....LOF I� DATE 2- 21 NOZZLE TYPE S LOCATION t FLOW IN G. P. M. PIPE SIZE FITTING & DEVICES PIPE EQUIV. LENGTH " • FRICTION LOSS P.S.I./FT REQUIRED P.S.I. HYD. REE PT 0 ELEV. NOTES. ;(= 5.34 Q ,LGA 8 . 14119 PT 1‹.4?"?A , .. FTG. Q21 i Pr IA TOT. 8 PE �� p t LGTH. 8 PT mon 1, p, Mos? FTG.. . ,14 n Q ;1 3. t: / ( PF i.rs 3r -� cq TOT. 8 • PE P., i�. t(9 a " o 2, LGTH. $PT-57---t-Pr -� Q(.(/9 r �'TG./g. - . . 307q Pr 2.11,', ,. 1p -1.3: ' TOT g I 6. 4 0 q0. r1 �: R =°3.0 LGTH. a PT 0, GagPI 'FTG :..-. - . 53t1 = Q 83,t, f / y PF .. ii.rt Pv - a. 43 --- TOT. 8 LGTH. S PE PT ;;•01 – s, /R. A'S i;. 2_1-7/ " G . S.' 1TG. — .. `lot.' `Q fief. g 1 / PF 3.2, Az -R.18f OT. s PE , 22 9 " 210 g PT.. �: 4 . �� F ,At ,/ Pr AS. )1 FTG fl . . �C� � �iti'1.� / ,i 'F 4.8o a, -3.3, PE • P, a 4,10 " Q 3o. t n--- !0 i.GTH. 2 8.5 PT 33.01 Pr 33.'14 ETC. zn TOT. 3'd .-'1 > 2E15- ._ 0 /9/. / o 2 Pr 3.1 a. P9 J. f4' , PE 74 PF . R }1 31. � s *FTG. 0 . �a. TOT. PE p LGTH. • tFT*TG... !Q ,PF TOT. PE K= 2G. 26 o LGTH.. PT FTG. Q PF TOT f p LGTH. PT FTG; Q PF TOT P£ o LGTH. 'FTG. PT 0 PF TOT PE q LGTH. PT 0 FTG- PF TOT. `PE o LGTH PT FTG. 0 PF TOT- PE o LGTH. PT FTG- Q PF• TOT . • PE o . PT ,LGTH. FTG. Q PF TOT. PE o LGTH. PT • 0 FTG- PF TOT. PE• o LGTH. PT FTG- PF TOT. PE n_ � Y • i CONTRACT NO NAME TI~=: LoR GRINNELL RAt'_l C©•NA,'t::eriItc, LOCATION SHEET NO. L..OF DATE NOZZLE TYPE & LOCATION FLOW IN G.P.M. P PE SIZE FITTING 8 DEVICES PIPE EQUIV. LENGTH • • FRICTION LOSS P.S.L./FT REQUIRED P.S.I. - . HYD. REF.PT 0 ELEV. - NOTES -- 1(" 5%3', P��s =: FTG. - r I" a r PF l,11 Q 1:`1 I i TOT g , PE Pr 1') O � Q d't:5 LGTH. 8 PT /1411- TG. -• , cu/0 Q PF X1,31 Ar -t,73 - ' 43,1 I • QT. a PE I°�� is, 9 P,- 2:A.01 - .. a =�. 1 9 - GTH. a 1�T �.�.a TG. - - �. 321s PF 2.1; i R -1, 42 r d Q -,(4.9 QT ." 8 PE PT Xd. 3 - - . - P.) 2 o, 59 Pr a9, �� ;;..; ., ....,., _ .„ 4_' 25,., 2.5, =1'�{ GTH. - 8 - - - TG: ' ... '..3ggea PF- 4,71 :_ -.. 4 21,1 T. GTH. 8 TG. .. 451x1 .LZa5 `E; ►� 1°.3,1a P14 ;1.4_c Pr �),3u PF 3U-,1. - t� - 2d.S� -Y1 IS 2:-..------• .C1' 11ZI. D 1/1 - I I Z OT. rr- R Grit AI : . . PT 3'),i5 . --u. :. 1 FTG. 8 PF _1.tai _14r 1'v - 3,'7( 4 /50.1 oT. ► PE _ Pyr ) 9.19 p GTH. PT' .11. o TG. OT. PF LI PE g • 't 1 a -, GTH. 6.7 oGtc, 21 3g - a23 8 PT *I .. rREasOftE /4 - TG. Pr .54 CREASE ro KL01.0 UPPER_ Li A1C - 43150,i OT. $,7 Jr- t. GTH. 4,1 PE - 3.27 PT 3n. 6q up s?' PT 3'1, 89 P, - 2,13 3 s.1 t. . K ]5.31) a151.3 TG. PF ,72_ 4 , , O I . `i F TOT. ?1, I LGTHI-.r- PE I='T 14),tt,l ,p., p a }2 FTGQ 2. t�°L 3�1.`I TOT. 1 a PE ii '1iG,q o Stl 1 i _. a LYE -P LGTH. 35 • *.2/95 PT 15.30 Pr L15, 30 Pv -7A0 . - 1cv-I FIG; `i PF. 13.01 0351.5 TOT C14 PE P4 ''-1).4D 1 o -' LGTH. i4 -s- . I ° a� PT S'A.31 FTG. 1.:” Q 351.5 TOT. if,,,- 0 3 1a -1 LGTH. 1t,s PT 40, I I 13 FTG. is ,10.4-15- PF 3.1 Q " TOT. 31,3 PE t) 317-E-- IS LGTH a is • PT 4,3_140 14 . L 3 FTG. • 15 TOT alio LGTH. a1 FTG- •Li1 Jogs PF�'l.l9 0 .ti o WV -fc PE PT go.s1 Is II -1 ! tV - ,, .03U PF 3.51) •.s aT - LIo TOT 91 ,PE n, se RPO1.1�_5 ►7'-c" 4 �Q3s-I o FTG. • FRES. R�QT ra F4 0 TOT. LGTH. FTG- PE PT p PF 0 TOT. PE 0 LGTH. PT • FTG- PF 0 TOT- PE GRINNELL CONTRACT NO. SHEET NO .1.2_0F NAME THE Sbtj LOCATION K- FAr_r,a? RAeK e.hivA!&:c rrnll, @_ 0 DATE ron oho r tr.-Ng NOZZLE TYPE & LOCATION FLOW IN G.P.M. PIPE SIZE FITTING 8 DEVICES PIPE EQUIV. LENGTH FRICTION LOSS P.S.I./FT REQUIRED P.S.I. HYD. REF PT 0 ELEV. NOTES K� S, 39 Q LGTH. s PT /(o,11s FTG. is4 0 '.L9 f PF /, a2 _ TOT. 8 PE " Q a l.s LGTH. P PT 17,0 19.61 . 0 ,13.q Q ;11.4A-GTH. FTG. £T30 PF 4.3'4 ,Pr R, 1.13 TOT. g• 43 , PE PT a).o► _ ,� [ 7&I Fr a1.ot K FTG. 32/5 Q 0.8 . I 19. PF a.(0a At -1..1 TOT. ? LGTH. 0 PE PT ,2�J,G,3 Pyr 7,o -.sq Pr ).4,C 3 M 4 �s`3 FTG. 0 93.1 a•�7 9 /�I PF 4.7I RI '•.c,6_MT. 8 LGTH. 8 ,6-889 PE PT a9.3q Al 2I,4s Pr a9,3q 4 FTG. 45-11 t Pr R,— —.i- 7T -lo TOT. e GTtt 4 • . .3.(.1 PE PT. 3Z.R s & 2 fo.84 32.43 t% Q 30 3 ' FTG. so `TOT. .2Dt 1 PF 1.13( _/r t• 1.4o 0)61.3 Z i' PE ,At thi 31. 65 Q ,..GTH. PT 3S -.I G FTG. 0 PF TOT. PE Q ..GTH. PT if: -.15.30 0 FTG. PF _ TOT. PE• Q,.GTH. PT FTG. 0 PF TOT. PE Q LGTH. PT FTG. 0 PFE TOT. Q LGTH. PT ... FTG; _ 0 Q PF TOT LGTH. PE PT 0TOT. FTG. PF pE Q LGTH. PT 0 FTG. PF TOT. PE p .LGTH PT ______ FTG. Q PF TOT. PE Q FTG. PF 0. TOT. PE c LGTH. PT FTG. PF .0 •.'TOT PE 6 • 0 - LGTH. PT 0 FTG. PF ' TOT. PE o LGTH. PT 0 FTG. PF TOT. P Pr CONTRACT NO. NAME THE 130A1 LOCATION FRICTTAP" GRINNELL - SHEET NO_BLOF_a._ RACK /0_71 . , 13 DATE t_.n5S ?.IJ L.T%1E5 NOZZLE TYPE 8t LOCATION FLOW IN G.P. M. PIPE SIZE FITTING 8 DEVICES PIPE EQUIV. LENGTH FRICTION LOSS P.S.I./FT REQUIRED P.S.I. HYD.4 REF PT 0 ELEV. NOTES K _ 5, 39 o LATH. R PT it -15 FTG. tsai al, 9 1 PF /.-flQ TOT. 8 PE �� o aI,S LGTH. $ PT l91Le9 Pr Alp/ Q 43,d o d� �l I FTG. ' .5430 PF 4,31 Pv -1,93 TOT- 8 ,LGTH. 0 PE PT 1a.a pa IS.get Pr �a.ol ►� FTG. 3295 _Q t,') 1 19 PF Zo N - 1,42 TOT. 8 8 PE PT 14,(,3 P,L .1o, sti Pr a9,ID3 "LGTH. fTG. , SBSg Q 73,1 1 PF 4,7I Ar - 2.saa TOT. PE PN a I.95 `ta RI,..1 I r - 6, LGTH. 4 ,5- PT 27.3(1 &,- a4, 34 , FTG. 4 .'(q17 . Q 1a 1 ) 4, Pr 1,84Pu, CV' TOT. /o.5 LGTH. PE PT. 39.R3 _o,o PN 2.q.e0 FTG. PF P. PRET. T4ICREASED Q , TOT. PE Q ,- 1 a 2 8.7 PT 38.18 - TD FLOG! ,..GTH. FTG•. UPPER LIKE Q I�o.8 00/13 PF • 3(e TOT. 8.1 . PE -3.11 K= ao,�ira o )al, 0 a I7. IT -Ia.�LGTH. 1 I . P161 PT -K.39 PF 3.11 PT 36,3n 0211.2, FTG. 12 • Pv - 1,31 TOT. a1.1 PE PN 35-,00 o 1 a a ..GTH. 12 PT 31.51 K= 3g •�V'1 "FTG. Igo PF 1 .1)9 QA1,8 0 95(� IT -1 . TOT. 1 LGTH•5ID,G" PE PT N1,30 Pr '41,30 K.- 15.19 a a It -V- 1 -, TG• 13 • � ND t�+t D (tr 0111.4 '. os-,8-,8PF 19, rq Pv - 2.(04 - TOT. (.`�-, S PE P„I 38.4) 3 0 3 1T- is LGTH. PT Io0,L1'1 13 Q " FTG; is, 041st o �.c-9 3,os TOT. 31.5 PE 0 LG PT (.3.52 14 O '► 3 FTG. IS pq(oq PF 25, II TOT acoo . PE 0 lay -15 LGTH. 1') PT RA,'71 ►S Q 337,4 4 rev -a FTG. (') ,0345 PF .3 .24 a -r_ - yo TOT. 9`1 PE .'10. o J..GTH i PT 99.4") . TOTAL FTG. PF PRES 2E� n a P 4 S Q TOT. PE o LGTH. PT FTG. 1 PF 0 'TOT PE 0 ► ,LGTH. PT v . FTG. PF Q • TOT LGTH. 'PE PT o FTG• PF 0 TOT. PE o LGTH. PT FTG. PF 0 TOT. PE PT i CONTRACT NO NAME 7 fir". 3o'1_ LOCATION - F07PTT-MI GRINNELL .:__SHEET NO (1OF J . RRC'r' -) 13 DATE 1 •:� . U1 1.3 -Are C UPPER NOZZLE TYPE 8 LOCATION p.. FLOW IN G.P.M. PIPE SIZE FITTING & DEVICES PIPE EQUIV. LENGTH - FRICTION LOSS P.S.I./FT REQUIRED • P.S.I. HYD. REF. PT 0 ELEV.. NOTES K. 5.31 Q a S FTG. PT I /., I5 ... Pr l.aa O REI TOT 8 1.1529 PE « Q LGTH. .. PT 19,L,9 Pr 19,4/ . S�3o PF' 4,34Pv -1,73 Q e3 Q aLI. d j GTN. 0 PT aa, PY 2).01 .<<. u - TG.. 3i9s Pi" . Z•(,) Pi - Q t,;, d - y 19 OT 8 PIE . .. RL 2 0. s9 =: Q �S.3 GTH. $ PT GS • •14 Pr )tl,l� , Sg 93 0 -73.1 . 1 �`1 'x.11 P! - 2,6i3 OT 9 , pz •� Q .a'V, R IT- fl GTH. 4.5 -`PT 79,2 q Pr aa.9s TG. 9 �S i� . - Q -fA 1, 0 t ..' 1 x Ps: ti -4 Ri OT.' I a,S aft ., " PE SPT M. 9 Na4, sg, CI FTG • PF y _ • . OT. P£ n • GTH. PT �0,�� PE •K} 0 OT. Q GTH. PT Q - TG. PF OT. PE Q GTH. PT l TG• PF TO PE p LGTH. . PT 'FTG•- PF Q TOT PE . Q LGTH. PT FTG; PF 0 TOT. PE Q LGTH. 'PT - FTG. PF 0 TOT. PE o •• LGTH. PT FTG. PF Q - TOT. PE . p LGTH PT - FTG. PF Q TOT. PE Q LGTH. • PT FTG• PF 0 TOT. PE LGTH. . . PT0 FTG. PF • -- -- Q .1 TOT. - `LGTH. PE o PT FTG. PF 0 TOT. PE o LGTH. PT FTG. Pty 0 TOT- , GRINNELL CONTRACT NO. NAME �'.�;� RAPK THS `�� R h�' �' �ONfJ�C i =:. A�LossEs LOCATION Fezc"rrbIJ 1 AI -L1-t1�s SHEET NO IbOF. I . DATE NOZZLE TYPE & LOCATION FLOW IN G.P.M. PIPE SIZE FITTING & DEVICES PIPE EQUIV. LENGTH FRICTION LOSS P.S.L/FT REQUIRED P.S.I. HYD. REF.PT O ELEV. NOTES Kr. ;- = . o LG H. P PT Js, 65 OT. 8 rti$5 1.1i PE „ o aa.,� LGTH. SPT /1, . I9 Pr 1G.1q . p.m Pr Hs• P --.CR Q q3. r • fTG. I q OT- 3 GTH. s PT ►7. q I'` tr1,3E7 �' a �,�. TG. ?AID I 0t,'' 1 q " q 23.9 Pay 2.V/ P S .-'. 34 OT. 8 GTH. 8 PE PT I9 .R3 Kr I,,.)o rT ii.g3 II TG- : 2E91 Q o Ire 2 , o PFa;D`f >�-.I,y`� • 1 QT. ? PE 11,4 0.49 F AI , 90 o a,� 1 GTH.. R PT 21, (1.0 TG. .410(..a. 0114.3i 1 Z PF 3.as Pv -12,19 ITOT. .0 GTH. 9 PE PT a s, 15 ii It 9a Pr 2c./5" n o ,1485. !-STH. 49 PT a.9.90 • Ha 2 /. R PT aR.90 29.5 a IT - ID TG- /0 OT. Si PF /4 ( u - LIG0(4,9.8 PE . fit 28.►N Q GTI -i- PT ./11,5 to FTG. Q PF ' OT PE . o I a a LATH. 9.s 0,7,,q , 12119 PT Nq.SG FTG. PF .5R Q IG94,9 TOT 9,S LGTH. iv.a PE -3.as PT A,it.C11 }AI 1,s� P, . Ni.Pq .y PA; 34.70 K= a.c,• qG o 108, 8 a Ir- '. r FTG-- ca - PF 4.1G- ,______ . Q 332.7 TOT ala PE o r 22 1r - i . LGTH- 78 . 21,7 PT qt,r, ILV— I FTG= IE PF 25,27 033.919 TOT It PE A 1/.. -re- -15 LGTH. 2 q 5 . L) LD ET '13 ,2);.,),,, rel . FTG- . 15 . 0 338.9 PF125..,.2 3 TOT. arm . PF o /Au) -PS LGTH- Q`1 FTG. (pit PT R6.Gi r5 164 - a .1)30 PF 3 ,_'11 Q 338.'1 1T- Na TOT. 2,1 PE 7,11 ►6, -s" o LGTH TOT. 109. n7 PRE_5.FTG.. PPT F lurk_ Rr=� 5 0 PE o - ...GTH- PT FTG- • Prr 0 TOT- PE o LGTH- Ps FTG. PF Q rTOT- LGTH. ' .. PF PT o FTG- PF TOT. LGTH. PE Pr o FTG. - PF TOT. 1 GRINNELL CONTRACT NO. - SHEET NO 11 OF 14 - NAME THE BoN - RACK . bNAIECTI►JL, -'_ 0 : DATE k- FAarnR r,,/ PLINE LOCATION NOZZLE TYPE 8 LOCATION FLOW IN G.P.M. o PIPE SIZE FITTING 8 DEVICES PIPE EQUIV. LENGTH L R_ FRICTION LOSS P.S.I./FT REQUIRED P.S.I. PT /5-.0 HYD. REF.PT 0 ELEV. NOTES K-S.Stn .A OT. 1�8� Q al.s o aa.o I PPE i.19 8 LGTH. 9 PT lt,.tq R- 16,. r9 " FTG. . INg1 Pr .►.►s p, --.SR p, 14..6 1 Pr 17,3Li Q q3,5 p �. .2 `I TOT. 0 'LGTH. S PE PT J1)..3&/ `l FTG. . 309D 0L5.7 Q 23.9 !j PF .i117 N .-1.34 TOT e Lail. s PE PT !9 .93 PA l6,.00 F7 19.$3 FTG. . 2E99 Q 84.L, ' PF 2.. c P -.1.34 =OT. 6' PE 1'34 1®, 49 CI as.s LGTH. q PT21.10 Pr i.4o _FIG* 1211 O HS. 1 a a PF .l 7 Pv --:431 TOT. 8 LGTH. a . PE PT z.). A7 _ RI 21 .6.1 pr P), 89 QS,(1 9 FTG. ma. 1.. q P, -i.al IQ /'1 I. a ,r -:o TOT. 8at )I._GTH. Ali . PE PT a4. a a G G, PT a4.2.4:3 Q 2(0.4 0/0.4 p FTG- 10 2,1aD PF 14.a6 Pu - I 7) TOT. . 59 LGTH. PE PT39.5L P, a a , £ a Q FTG. _ PF TOT. PE p /..GTH. PT K. aG .4� FTG• PF Q TOT. PE oGLGTH- P 0 . TOT PE p - LGTH. PT FTG; Q PF ' TOT. _ PE o TH. PF Q FTG. TOT. PE LGTH. PT FTG. PF 0 TOT. PE o ,LGTH PT PF QFTG. 'TOT. PE o • PT ,LGTH. ,FTG. PF 0 TOT. PE o LGTH. PT FTG. PF 0 'TOT PE 0 LGTH. PT FTG. PF 0 TOT. PE o LGTH. PT FTG. PF 0 TOT. PE PT • •% •sir CONTRACT NO. NAME _ 7WE IIDJJ RACKS GRINNELL LOCATION i77 -AT 13P F-t1F. PrAt SHEET NO.�1_OF_1� DATE NOZZLE TYPE 8 LOCATION FLOW IN G.P.M. PIPE SIZE FITTING B DEVICES PIPE EQUIP LENGTH FRICTION LOSS P.S.L/FT REQUIRED P.S.I. HYD. REF PT Q ELEV. NOTES X: V e., p• 5 T a . 5 PT /�0 0 ,, FTG. l(.z 0 21.S.� Pr . 89 TOT sS . PE ._d 0 LGTH.. PT 't a. Rg N.,. y:z GTH. PT - - Q .. OT. - ---- - - -. GTN. -- ' TG. - - - \^j Pr TOT PE LGTH. Pt FTG. PF _ Q ,TOt • PE q TH. PT i FT . Q PF OT. PE gGTH• PT _ TG• Q PF OT PE q .. LGTH. PT F TG• PF ,-, 0 TOT PE - g • .LGTH- PT 'TOT FTG. . Q PF - 'LGTN. , Pr q - - Pr . , Q PF -- ,:FTG; TOT .. PE 4 ,LGTH. PT 0 FTG. - - PF TOT. Pc PT o• 'LGTH. 0* FTG. PF TOT. PE o •• PT 0 ,LGTH. FTG. TOT. . 0 PF PE o PT ,LGTH. FTG. PF 0 TOT. PE o i ,LGTH. PT FTG• PF Q TOT LGTH.. . PP Pr • . o FTG. PF 0 TOT. PE o LGTH. PT FTG• PF O TOT. PE. HYDRAULIC ABEL FIRE CALCULATIONS PROTECTION Job _ BON DISTRIBUTION CENTER OFFICE MEZZANINE ADDITION 17000 SOUTHCENTER PARKWAY, TUKWILA, WASHINGTON 98188 Sheet 1 of 13 Date 09/23/93 Job: BONDIST2 Authority having Jurisdiction__ FACTORY MUTUAL Occupancy Density per Factory Mutual Requirements Density 0.17 gpm/sq.ft. Area of Application 3000 square feet Coverage per Sprinkler 120 Square Feet Maximum System type_ _ Wet Hose 250.0 gpm Inside Hose Water Supply _ 140.00 psi Static, 115.00 psi Residual @ 2670.0 gpm Demand 83.80 psi @ 617.9 gpm @ B.O.R. 88.87 psi @ 867.9 gpm @ Supply 136.87 psi available @ 867.9 gpm Demand is below curve by 48.00 psi for Remote Area 1 Sprinklers _ _ 1/2 inch orifice FACTORY MUTUAL ENGINEERING ASSOCIATION SEATTLE DISTRICT OFFICE PLANS ACCEPTED SUBJECT TO RECO? MENDAT!ONS INDICATED IN nANSM_ TAL "• :- .. This review is for property insurance purr,: with Factory Mutual ";;:,.ori? starcl^r„-: .121d be inferrer; fiora thea revjcev.,:,,.._ . r. les, regulations or ren;—,,.:r,3;: ; r local cedes or an' • X48 BOI sT2 m09/ /93� 3:5�pm • Pressure CD N A CD Gi A CD 0' al r la, Pa m la, CO m m I N N 5�eet ° 2 14 1 ! pl 1VAU aa3iM C) C (gaPab S8'T N) Sheet ABEL FIRE PROTECTION Description of Fitting abbreviations Code Description T Tee E Ninety degree elbow VT Victaulic tee VE Victaulic ninety degree elbow ALV Alarm valve: Grinnell F200, F2001 B07 Backflow: Febco Model 805YD GV Gate valve UE Underground ASCA ninety degree elbow UT1 Underground ASCA tee: flow in run, flow out bullhead only Description of Other abbreviations Code Description AO Arm -over DR Drop BL Branch Line CM Cross Main PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction ".5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length 3ONDIST2 09/23/93 3:59pm Sheet 4o'-3 ABEL FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations BON DISTRIBUTION CENTER OFFICE MEZZANINE ADDITION 17000 SOUTHCENTER PARKWAY, TUKWILA, WASHINGTON 98188 Remote areas are selected by allowing specified nodes to flow for the designated remote area. Nodes not specified will have no flow exiting those nodes within the designated remote area. Remote area number 1 includes nodes: 1-6 44-49 Remote area number 2 includes nodes: 9-11 13-16 18 Remote Area Summary Minimum Sprinkler Demand @ Supply Avail Below :A Node Flow Press Flow Press Press Curve 1 1 20.4 13.27 867.9 88.87 136.87 48.00 2 13 18.0 10.48 569.4 85.82 138.57 52.75 Most demanding Remote Area is area number 1 3ONDIST2 09/23/93 3:59pm Sheet44t /j?' To. Code 1 2 3 4 5 6 9 10 11 13 14 15 16 18 20 21 22 23 25 26 27 28 29 30 31 32 34 35 37 38 40 42 BL1 BL1 BL1 BL1 BL1 BL1 DR1 AO1 AO2 BL3 BL3 BL3 PC3 BL4 CM1 CM1 CM1 CM1 CM2 CM2 CM2 CM2 CM2 CM2 CM2 CM2 BU1 BU1 BU2 BU2 RI1 UG1 44 BL2 45 BL2 46 BL2 47 BL2 48 BL2 49 PC2 ABEL FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations BON DISTRIBUTION CENTER OFFICE MEZZANINE ADDITION 17000 SOUTHCENTER PARKWAY, TUKWILA, WASHINGTON 98188 Diam 1.087 1.087 1.416 1.416 1.650 1.650 1.049 1.087 1.087 1.087 1.087 1.087 0.000 1.087 3.356 3.356 3.356 3.356 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 3.356 4.260 4.260 4.260 8.390 1.087 1.087 1.416 1.416 1.416 0.000 Raw data previous to any calculations Length Kfacl Kfac2 Press Elev Hose HW Vel Fittings 8.2 5.6 13.27 0.00 8.2 5.6 13.27 0.00 8.2 5.6 13.27 0.00 8.2 5.6 13.27 0.00 8.2 5.6 13.27 0.00 3.8 5.6 13.27 0.00 1.0 5.6 10.33 -1.00 0.5 DR1 0.00 0.00 0.5 DR1 0.00 0.00 12.0 AO1 0.00 0.00 12.0 AO2 0.00 0.00 9.8 AO2 0.00 0.00 0.0 BL3 1/3 0.00 0.00 2.3 DR1 0.00 0.00 14.7 BL1 BL2 0.00 0.00 15.7 BL1 PC2 0.00 0.00 10.0 BL1 0.00 0.00 14.0 0.00 -12.00 0.5 BL4 0.00 0.00 9.5 BL3 0.00 0.00 0.5 BL4 0.00 0.00 9.5 BL3 0.00 0.00 1.5 BL4 0.00 0.00 9.5 BL3 0.00 0.00 0.5 BL4 0.00 0.00 15.8 PC3 0.00 0.00 9.8 CM2 0.00 0.00 9.8 CM1 0.00 0.00 116.0 BU1 0.00 0.00 36.0 0.00 0.00 20.0 BU2 0.00 24.00 200.0 RI1 0.00 0.00 8.2 5.6 13.27 0.00 8.2 5.6 13.27 0.00 8.2 5.6 13.27 0.00 8.2 5.6 13.27 0.00 4.4 5.6 13.27 0.00 0.0 BL2 2/5 0.00 0.00 0.0 120 20 0.0 120 20 0.0 120 20 0.0 120 20 0.0 120 20 0.0 120 20 1T 0.0 120 20 1E 0.0 120 20 lE 0.0 120 20 1T 0.0 120 20 0.0 120 20 0.0 120 20 1T 0.0 120 20 0.0 120 20 1T 0.0 120 20 0.0 120 20 0.0 120 20 1VE 0.0 120 20 1VT 0.0 120 20 0.0 120 20 0.0 120 20 0.0 120 20 0.0 120 20 0.0 120 20 0.0 120 20 0.0 120 20 1VT 0.0 120 20 1VT 0.0 120 20 1T 0.0 120 20 1T 0.0 120 20 1VE 0.0 120 20 1ALV,1GV 250.0 140 20 2UE,1B07,1GV,1UT1 0.0 120 20 0.0 120 20 0.0 120 20 0.0 120 20 0.0 120 20 iT 0.0 120 20 IONDIST2 09/23/93 3:59pm ABEL FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations Sheet 1 4x 0 BON DISTRIBUTION CENTER OFFICE MEZZANINE ADDITION 17000 SOUTHCENTER PARKWAY, TUKWILA, WASHINGTON 98188 Remote Area #1 'ipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Sranchline No. 1 C = 120 A 8.2 PT 13.27 1 End head 20.4=5.60(13.27)".5 F 0.0 PE 0.00 1 20.4 1.09 T 8.2 0.11351 PF 0.93 7.05 A 8.2 PT 14.20 2 21.1=5.60(14.20)".5 F 0.0 PE 0.00 2 41.5 1.09 T 8.2 0.42233 PF 3.46 14.35 A 8.2 PT 17.66 3 23.5=5.60(17.66)".5 F 0.0 PE 0.00 3 65.0 1.42 T 8.2 0.26751 PF 2.19 13.25 A 8.2 PT 19.86 4 25.0=5.60(19.86)".5 F 0.0 PE 0.00 4 90.0 1.42 T 8.2 0.48782 PF 4.00 18.33 A 8.2 PT 23.86 5 27.4=5.60(23.86)".5 F 0.0 PE 0.00 5 117.4 1.65 T 8.2 0.37846 PF 3.10 17.61 A 3.8 PT 26.96 6 29.1=5.60(26.96)".5 F 9.0 PE 0.00 6 146.4 1.65 iT T 12.8 0.57001 PF 7.31 21.97 PT 34.27 20 Cross main Jct K -factor for branchline no. 1 = 146.4/(34.27)".5 = 25.01 ;ONDIST2 09/23/93 3:59pm Sheet 71p:/, ABEL FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations 'ipe No Flow (gpm) BON DISTRIBUTION CENTER OFFICE MEZZANINE ADDITION 17000 SOUTHCENTER PARKWAY, TUKWILA, WASHINGTON 98188 Dia (inch) ranchline No. 2 Remote Area #1 Fitting Length Fr Loss Press Hyd Vel and Dev (ft) (psi/ft) (psi) Ref (fps) 20.4=5.60(13.27)".5 44 20.4 1.09 21.1=5.60(14.20)".5 45 41.5 1.09 23.5=5.60(17.66)".5 46 65.0 1.42 25.0=5.60(19.86)".5 47 90.0 1.42 27.4=5.60(23.86)".5 48 117.4 1.42 A F T A F T A F T A F T A F 1T T K -factor for branchline 8.2 0.0 8.2 8.2 0.0 8.2 8.2 0.0 8.2 8.2 0.0 8.2 4.4 6.0 10.4 0.11351 0.42233 0.26751 0.48782 0.79706 PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT 13.27 44 0.00 0.93 14.20 45 0.00 3.46 17.66 46 0.00 2.19 19.86 47 0.00 4.00 23.86 48 0.00 8.29 32.15 20 no. 2 = 117.4/(32.15)".5 = 7.05 14.35 13.25 18.33 23.91 20.71 Notes C = 120 End head Cross main Jct ►ONDIST2 09/23/93 3:59pm Sheet g Qt /33 ABEL FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations BON DISTRIBUTION CENTER OFFICE MEZZANINE ADDITION 17000 SOUTHCENTER PARKWAY, TUKWILA, WASHINGTON 98188 Remote Area #1 ,ipe Flow Dia Fitting Length Fr Loss No (gpm) (inch) and Dev (ft) (psi/ft) :ross main 1 K=45.71=25.00+20.71 267.6=45.71(34.27)".5 20 267.6 3.36 A F T A 197.2=33.29(35.07)".5 F 21 464.8 3.36 T A 153.1=25.01(37.46)".5 F 22 617.9 3.36 1VE T A F 23 617.9 3.36 1VT T 14.7 0.0 14.7 15.7 0.0 15.7 10.0 7.7 17.7 14.0 20.1 34.1 0.05480 0.15216 0.25765 0.25765 PT PE PF PT PE PF PT PE PF PT PE PF PT K -factor for Cross main 1 = 617.9/(45.63)". Press Hyd Vel (psi) Ref (fps) 34.27 20 0.00 0.81 9.71 Notes C = 120 BL1 + BL2 35.07 21 BL1+2/5*BL2 0.00 2.39 16.86 37.46 22 BL1 0.00 4.57 22.41 42.03 23 -5.20 (EL= -12.00 ft) 8.79 22.41 45.63 35 Bulk Jct 5 = 91.47 SONDIST2 09/23/93 3:59pm Sheet 4 0 fr1/ ABEL FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations BON DISTRIBUTION CENTER OFFICE MEZZANINE ADDITION 17000 SOUTHCENTER PARKWAY, TUKWILA, WASHINGTON 98188 'ipe Flow Dia No (gpm) (inch) sulk 1 Remote Area #1 Fitting Length Fr Loss and Dev (ft) (psi/ft) A 617.9=91.47(45.63)".5 F 35 617.9 3.36 1T T Sulk 2 A 617.9=83.98(54.14)".5 F 37 617.9 4.26 1T T A F 38 617.9 4.26 1VE T riser 1 A F 40 617.9 4.26 1ALV 1GV T ruder ground 1 9.8 PT 23.2 PE 33.0 0.25769 PF PT 116.0 PT 26.3 PE 142.3 0.08065 PF 36.0 PT 9.0 PE 45.0 0.08065 PF PT 20.0 PT 31.6 PE 51.6 0.08065 PF PT A 200.0 PT 250.0 gpm = Hose F 56.4 PE 42 867.9 8.39 2UE 1B07 T 256.4 0.00419 PF 1GV 1UT1 PT available flow at 88.87 psi is Supply pressure available with Press Hyd Vel (psi) Ref (fps) 45.63 35 0.00 8.51 22.41 54.14 37 Notes C = 120 C = 120 54.14 37 0.00 11.48 13.91 65.62 38 0.00 3.63 13.91 69.24 40 Top of Riser C = 120 69.24 40 Top of Riser 10.39 (EL= 24.00 ft) 4.16 13.91 83.80 42 B.O.R. 83.80 42 0.00 5.07 5.04 1B07 = 4.00# 88.87 43 C = 140 B.O.R. Supply Jct 3930.8 gpm which is 3062.9 gpm from curve. 867.9 gpm flowing is 136.87 psi, :hus system requirement is 48.00 psi below supply curve. (35.1%) 4ONDIST2 09/23/93 5:51pm Sheet CO OF- t,-; ABEL FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations BON DISTRIBUTION CENTER OFFICE MEZZANINE ADDITION 17000 SOUTHCENTER PARKWAY, TUKWILA, WASHINGTON 98188 Remote Area #2 )ipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes )rop 1 C = 120 A 1.0 PT 10.33 9 18.0=5.60(10.33)".5 F 2.0 PE -0.43 (EL= -1.00 ft) 9 18.0 1.05 1E T 3.0 0.10707 PF 0.32 6.68 PT 10.22 10 B1 Jct K -factor for drop 1 = 18.0/(10.22)".5 = 5.63 at Hyd Ref Pts 10 11 18 arm -over 1 C = 120 A 0.5 PT 10.22 10 DR1 18.0=5.63(10.22)".5 F 2.4 PE 0.00 10 18.0 1.09 1E T 2.9 0.09005 PF 0.26 6.22 PT 10.48 13 B1 Jct K -factor for arm -over 1 = 18.0/(10.48)".5 = 5.56 arm -over 2 C = 120 - A 0.5 PT 10.22 11 DR1 18.0=5.63(10.22)".5 F 6.0 PE 0.00 11 18.0 1.09 1T T 6.5 0.09005 PF 0.58 6.22 PT 10.80 14 Bl Jct K -factor for arm -over 2 = 18.0/(10.80)".5 = 5.48 at Hyd Ref Pts 14 15 3ONDIST2 09/23/93 5:52pm Sheet a 001.!3 ipe No Flow (gpm) ABEL FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations BON DISTRIBUTION CENTER OFFICE MEZZANINE ADDITION 17000 SOUTHCENTER PARKWAY, TUKWILA, WASHINGTON 98188 Dia (inch) 3ranchline No. 3 Remote Area #2 Fitting Length Fr Loss Press Hyd Vel and Dev (ft) (psi/ft) (psi) Ref (fps) 18.0=5.56(10.48)".5 13 18.0 1.09 18.6=5.48(11.56)".5 14 36.6 1.09 21.6=5.48(15.58)".5 15 58.3 1.09 A F T A F T A F 1T T K -factor for branchline Iranchline No. 4 A 18.0=5.63(10.22)".5 F 18 18.0 1.09 1T T K -factor for branchline 12.0 0.0 12.0 12.0 0.0 12.0 9.8 6.0 15.8 0.09004 0.33506 0.79046 PT PE PF PT PE PF PT PE PF PT Notes C = 120 10.48 13 AO1 0.00 1.08 6.22 11.56 14 AO2 0.00 4.02 12.66 15.58 15 AO2 0.00 12.45 20.14 28.03 26 Cross main Jct no. 3 = 58.3/(28.03)".5 = 11.01 2.3 PT 6.0 PE 8.3 0.09005 PF PT 10.22 18 0.00 0.74 10.96 25 no. 4 = 18.0/(10.96)".5 = 5.44 6.22 C = 120 DR1 Cross main Jct • KONDIST2 09/23/93 5:52pm Sheet /70$41; ABEL FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations BON DISTRIBUTION CENTER OFFICE MEZZANINE ADDITION 17000 SOUTHCENTER PARKWAY, TUKWILA, WASHINGTON 98188 Remote Area #2 'ipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes :ross main 2 (Beginning pressure increased due to Hyd Ref Pt 26) C = 120 A 0.5 PT 28.03 25 BL4 28.8=5.44(28.03)".5 F 0.0 PE 0.00 25 28.8 2.23 T 0.5 0.00653 PF 0.00 2.37 A 9.5 PT 28.03 26 BL3 58.3=11.01(28.03)".5 F 0.0 PE 0.00 26 87.1 2.23 T 9.5 0.05060 PF 0.48 7.17 A 0.5 PT 28.51 27 BL4 29.0=5.44(28.51)".5 F 0.0 PE 0.00 27 116.1 2.23 T 0.5 0.08616 PF 0.04 9.56 A 9.5 PT 28.55 28 BL3 58.9=11.01(28.55)".5 F 0.0 PE 0.00 28 175.0 2.23 T 9.5 0.18395 PF 1.75 14.41 A 1.5 PT 30.30 29 BL4 29.9=5.44(30.30)".5 F 0.0 PE 0.00 29 204.9 2.23 T 1.5 0.24636 PF 0.37 16.88 A 9.5 PT 30.67 30 BL3 61.0=11..01(30.67)".5 F 0.0 PE 0.00 30 265.9 2.23 T 9.5 0.39895 PF 3.79 21.90 A 0.5 PT 34.46 31 BL4 31.9=5.44(34.46)".5 F 0.0 PE 0.00 31 297.8 2.23 T 0.5 0.49204 PF 0.25 24.53 A 15.8 PT 34.71 32 1/3*BL3 21.6=3.67(34.71)".5 F 12.2 PE 0.00 32 319.4 2.23 1VT T 28.0 0.56017 PF 15.70 26.31 PT 50.40 34 Bulk Jct K -factor for Cross main 2 = 319.4/(50.40)".5 = 44.99 BONDIST2 09/23/93 5:52pm ABEL FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations Sheet / 3e7 1. BON DISTRIBUTION CENTER OFFICE MEZZANINE ADDITION 17000 SOUTHCENTER PARKWAY, TUKWILA, WASHINGTON 98188 Remote Area #2 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Note: Bulk 1 C = 12( A 9.8 PT 50.40 34 CM 319.4=44.99(50.40)".5 F 12.2 PE 0.00 34 319.4 2.23 1VT T 22.0 0.56011 PF 12.33 26.31 A 9.8 PT 62.74 35 F 23.2 PE 0.00 35 319.4 3.36 iT T 33.0 0.07602 PF 2.51 11.58 PT 65.25 37 Bulk 2 C = 12( A 116.0 PT 65.25 37 319.4=39.54(65.25)".5 F 26.3 PE 0.00 37 319.4 4.26 1T T 142.3 0.02379 PF 3.39 7.19 A 36.0 PT 68.63 38 F 9.0 PE 0.00 38 319.4 4.26 1VE T 45.0 0.02379 PF 1.07 7.19 PT 69.70 40 Top of Rise: Riser 1 A 20.0 PT 69.70 40 F 31.6 PE 10.39 40 319.4 4.26 1ALV 1GV T 51.6 0.02379 PF 1.23 PT 81.32 42 C = 12( Top of Rise: (EL= 24.00 ft 7.19 B.O.R Under ground 1 C = 141 A 200.0 PT 81.32 42 B.O.R 250.0 gpm = Hose F 56.4 PE 0.00 42 569.4 8.39 2UE 1B07 T 256.4 0.00192 PF 4.49 3.30 1B07 = 4.00; 1GV lUT1 PT 85.82 43 Supply Jc Available flow at 85.82 psi is 4055.8 gpm which is 3486.4 gpm from curve. Supply pressure available with 569.4 gpm flowing is 138.57 psi, thus system requirement is 52.75 psi below supply curve. (38.1%) Page 1 HYDRAULIC CALCULATIONS CROWN FIRE PROTECTION BOTHELL, WASHINGTON Date 10/24/07 Job: MACYRAC Job_ _ MACY'S - RACK ADDITIONS REMOTE AREA #1 Authority having Jurisdiction_ _ NFPA System type_ _ Wet Hose 500.0 gpm Inside Hose Water Supply _ 150.00 psi Static, 20.00 psi Residual @ 7474.0 gpm Demand_ _ _ _ 82.62 psi @ 848.0 gpm @ B.O.R. 82.62 psi @ 848.0 gpm @ Supply 147.68 psi available @ 848.0 gpm Demand is below curve by 65.06 psi 14 SPRINKLERS FLOWING / 7 EACH TOP 2 LEVELS 15 PSI MIN END HEAD PRESSURE SHEET #1 - REMOTE AREA #1 SHEET #9 - REMOTE AREA #2 SHEET #16 -REMOTE AREA #3 HYDRAULIC CALCULATION PROGRAM: HYDROCALC VER 4.09 BY MICROSPACE SYSTEMS WWW. MICROSPACESYSTEMS.COM ocD 11119-3-‘)- ('1. ■ C, 01 0 ■System demand = 82.62 psi with 848.0 gpm flowing. D O W CO O d - I 1 i 1 1 I 1 h? (J d i 1 I a -.4 OQ CO C) CD CD NJI (.1.1 0 0 o a I I I 1 1 01 C) I I 1 I f i i 1 i I I I I i Ii I I I I I I - 5 I F .1 1 F-- . I 1 I I I I I I i I 1 I I I i 1 i i I 1 . r i 1 i F ----'I F- --' . -_.I-- i 1 1 I I I 1 4 4 4 I I1 1 1 •I I I I I 1 f I I I I I 1 I I 1 1 1 1 1 1 E 1' --. -'i 1 F----.1 • ...I.---- I I t I I t t I' I I f I 1 I t I 1 I 1 I 1 I I I I I i I I 7 I r [ r -I r r r 0} OD O f E I 2Ain3 nignepeA Tawe" Page 3 CROWN FIRE PROTECTION Description of Fitting abbreviations Code Description T Tee VE Victaulic ninety degree elbow VEE Victaulic forty five degree elbow Description of Other abbreviations Code Description AO Arm -over BL Branch Line CM Cross Main PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction A.5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length Page 4 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations MACY'S - RACK ADDITIONS REMOTE AREA #1 Raw data previous to any calculations No. Code Diam Length Kfacl Kfac2 Press Elev Hose HW Vel Fittings 1 AO1 1.049 0.5 5.6 2 BL1A 2.203 8.0 AO1 3 BL1A 2.203 8.0 AO1 4 BL1A 2.203 8.0 AO1 5 BL1A 2.203 9.0 AO1 6 BL1B 2.203 8.0 AO1 7 BL1B 2.203 8.0 AO1 8 BL1B 2.203 8.0 AO1 9 BL1B 2.203 4.5 AO1 10 BL1B 2.203 4.5 BL1A 11 BL1B 2.203 8.0 AO1 12 BL1B 2.203 8.0 AO1 13 BL1B 2.203 8.0 AO1 14 BL1B 2.203 8.0 15 BL1B 2.203 8.0 16 BL1B 2.203 8.0 17 BL1B 2.203 19.5 18 BL2 1.049 8.0 AO1 19 BL2 1.049 8.0 AO1 20 BL2 1.380 8.0 AO1 21 BL2 1.380 8.0 22 BL2 1.380 8.0 23 BL2 1.610 8.0 24 BL2 2.067 19.5 25 CM1 2.635 5.0 BL1B 26 CM1 2.635 15.0 BL2 27 BU 2.635 16.0 CM1 28 BU 3.260 132.0 29 RI 4.260 26.0 BU 30 RI 4.260 0.0 31 RI 4.260 0.0 15.00 0.00 0.0 120 321T 0.00 0.00 0.0 120 32 0.00 0.00 0.0 120 32 0.00 0.00 0.0 120 32 0.00 4.70 0.0 120 321VE,1T 0.00 0.00 0.0 120 32 0.00 0.00 0.0 120 32 0.00 0.00 0.0 120 32 0.00 0.00 0.0 120 32 0.00 0.00 0.0 120 32 0.00 0.00 0.0 120 32 0.00 0.00 0.0 120 32 0.00 0.00 0.0 120 32 0.00 0.00 0.0 120 32 0.00 0.00 0.0 120 32 0.00 0.00 0.0 120 32 0.00 0.00 0.0 120 321T 0.00 0.00 0.0 120 32 0.00 0.00 0.0 120 32 0.00 0.00 0.0 120 32 0.00 0.00 0.0 120 32 0.00 0.00 0.0 120 32 0.00 0.00 0.0 120 32 0.00 0.00 0.0 120 321T 0.00 -4.70 0.0 120 32 0.00 -10.00 0.0 120 32 0.00 0.00 0.0 120 32 0.00 0.00 0.0 120 321VE,1VEE 0.00 27.50 0.0 120 32 0.00 0.00 0.0 120 32 0.00 0.00 500.0 120 32 Page 5 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations MACY'S - RACK ADDITIONS REMOTE AREA #1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Arm -over 1 C = 120 A 0.5 PT 15.00 1 21.7=5.60(15.00)A.5 F 5.0 PE 0.00 1 21.7 1.05 1T T 5.5 0.15119 PF 0.83 8.05 PT 15.83 2 B1 Jct K -factor for arm -over 1 = 21.7/(15.83)A.5 = 5.45 at Hyd Ref Pts 2 3 4 5 6 7 8 9 11 12 13 18 19 20 Branchline No. IA C = 120 A 8.0 PT 15.83 2 AO1 21.7=5.45(15.83)A.5 F 0.0 PE 0.00 2 21.7 2.20 T 8.0 0.00408 PF 0.03 1.83 A 8.0 PT 15.86 3 AO1 21.7=5.45(15.86)A.5 F 0.0 PE 0.00 3 43.4 2.20 T 8.0 0.01472 PF 0.12 3.65 A 8.0 PT 15.98 4 AO1 21.8=5.45(15.98)A.5 F 0.0 PE 0.00 4 65.2 2.20 T 8.0 0.03125 PF 0.25 5.49 A 9.0 PT 16.23 5 AO1 22.0=5.45(16.23)A.5 F 18.4 PE 2.04 (EL= 4.70 ft) 5 87.2 2.20 1VE iT T 27.4 0.05347 PF 1.47 7.34 PT 19.73 10 Cross main Jct K -factor for branchline no. la = 87.2/(19.73)A.5 = 19.63 Page 6 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations MACY'S - RACK ADDITIONS REMOTE AREA #1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 1B (Beginning pressure increased due to Hyd Ref Pt 10) C = 120 A 8.0 PT 18.98 6 AO1 23.8=5.45(18.98)A.5 F 0.0 PE 0.00 6 23.8 2.20 T 8.0 0.00483 PF 0.04 2.00 A 8.0 PT 19.02 7 AOl 23.8=5.45(19.02)A.5 F 0.0 PE 0.00 7 47.6 2.20 T 8.0 0.01741 PF 0.14 4.00 A 8.0 PT 19.16 8 AO1 23.9=5.45(19.16)".5 F 0.0 PE 0.00 8 71.4 2.20 T 8.0 0.03696 PF 0.30 6.01 A 4.5 PT 19.45 9 AO1 24.1=5.45(19.45)A.5 F 0.0 PE 0.00 9 95.5 2.20 T 4.5 0.06323 PF 0.28 8.04 A 4.5 PT 19.74 10 BL1A 87.2=19.63(19.74)A.5 F 0.0 PE 0.00 10 182.7 2.20 T 4.5 0.21004 PF 0.95 15.38 A 8.0 PT 20.68 11 AO1 24.8=5.45(20.68)A.5 F 0.0 PE 0.00 11 207.5 2.20 T 8.0 0.26583 PF 2.13 17.46 A 8.0 PT 22.81 12 AO1 26.1=5.45(22.81)A.5 F 0.0 PE 0.00 12 233.5 2.20 T 8.0 0.33084 PF 2.65 19.66 A 8.0 PT 25.46 13 AO1 27.5=5.45(25.46)A.5 F 0.0 PE 0.00 13 261.1 2.20 T 8.0 0.40655 PF 3.25 21.97 A 8.0 PT 28.71 14 F 0.0 PE 0.00 14 261.1 2.20 T 8.0 0.40655 PF 3.25 21.97 A 8.0 PT 31.96 15 F 0.0 PE 0.00 15 261.1 2.20 T 8.0 0.40655 PF 3.25 21.97 A 8.0 PT 35.21 16 F 0.0 PE 0.00 16 261.1 2.20 T 8.0 0.40655 PF 3.25 21.97 A 19.5 PT 38.47 17 F 13.6 PE 0.00 17 261.1 2.20 1T T 33.1 0.40655 PF 13.47 21.97 PT 51.94 25 Cross main Jct K -factor for branchline no. lb = 261.1/(51.94)A.5 = 36.23 Page 7 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations MACY'S - RACK ADDITIONS REMOTE AREA #1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 2 C = 120 A 8.0 PT 15.83 18 AO1 21.7=5.45(15.83)A.5 F 0.0 PE 0.00 18 21.7 1.05 T 8.0 0.15134 PF 1.21 8.06 A 8.0 PT 17.04 19 AO1 22.5=5.45(17.04)".5 F 0.0 PE 0.00 19 44.2 1.05 T 8.0 0.56466 PF 4.52 16.41 A 8.0 PT 21.56 20 AO1 25.3=5.45(21.56)''.5 F 0.0 PE 0.00 20 69.5 1.38 T 8.0 0.34321 PF 2.75 14.92 A 8.0 PT 24.31 21 F 0.0 PE 0.00 21 69.5 1.38 T 8.0 0.34321 PF 2.75 14.92 A 8.0 PT 27.05 22 F 0.0 PE 0.00 22 69.5 1.38 T 8.0 0.34321 PF 2.75 14.92 A 8.0 PT 29.80 23 F 0.0 PE 0.00 23 69.5 1.61 T 8.0 0.16201 PF 1.30 10.96 A 19.5 PT 31.09 24 F 10.0 PE 0.00 24 69.5 2.07 iT T 29.5 0.04798 PF 1.42 6.65 PT 32.51 26 Cross main Jct K -factor for branchline no. 2 = 69.5/(32.51)A.5 = 12.19 Cross main 1 C = 120 A 5.0 PT 51.94 25 BL1B 261.1=36.23(51.94)".5 F 0.0 PE -2.04 (EL= -4.70 ft) 25 261.1 2.64 T 5.0 0.17004 PF 0.85 15.36 A 15.0 PT 50.76 26 BL2 86.9=12.19(50.76)A.5 F 0.0 PE -4.33 (EL= -10.00 ft) 26 348.0 2.64 T 15.0 0.28923 PF 4.34 20.47 PT 50.76 27 Bulk Jct K -factor for Cross main 1 = 348.0/(50.76)A.5 = 48.84 Page 8 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations MACY'S - RACK ADDITIONS REMOTE AREA #1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk C = 120 ___= A 16.0 PT 50.76 27 CM 1 348.0=48.84(50.76)A.5 F 0.0 PE 0.00 27 348.0 2.64 T 16.0 0.28932 PF 4.63 20.47 A 132.0 PT 55.39 28 F 10.2 PE 0.00 28 348.0 3.26 1VE 1VEE T 142.2 0.10261 PF 14.59 13.38 PT 69.99 29 Top of Riser Riser 29 348.0 4.26 30 348.0 4.26 500.0 gpm = Hose 31 848.0 4.26 C = 120 A 26.0 PT 69.99 29 Top of Riser F 0.0 PE 11.91 (EL= 27.50 ft) T 26.0 0.02788 PF 0.72 7.83 A 0.0 PT 82.62 30 F 0.0 PE 0.00 T 0.0 0.00000 PF 0.00 7.83 A• 0.0 PT 82.62 31 F 0.0 PE 0.00 T 0.0 0.00000 PF 0.00 19.09 PT 82.62 32 B.O.R. Available flow at 82.62 psi is 5239.3 gpm which is 4391.3 gpm from curve. Supply pressure available with 848.0 gpm flowing is 147.68 psi, thus system requirement is 65.06 psi below supply curve. (44.1%) Page 9 HYDRAULIC CALCULATIONS CROWN FIRE PROTECTION BOTHELL, WASHINGTON Date 10/24/07 Job: MACYRAC2 Job_ _ MACY'S - RACK ADDITIONS - REMOTE AREA #2 Authority having Jurisdiction_ _ NFPA System type_ _ Wet Hose 500.0 gpm Inside Hose Water Supply _ 150.00 psi Static, 20.00 psi Residual @ 7474.0 gpm Demand_ _ _ _ 97.08 psi @ 932.7 gpm @ B.O.R. 97.08 psi @ 932.7 gpm @ Supply 147.23 psi available @ 932.7 gpm Demand is below curve by 50.15 psi HYDRAULIC CALCULATION PROGRAM: HYDROCALC VER 4.09 BY MICROSPACE SYSTEMS WWW.MICROSPACESYSTEMS.COM ■ CD C CU II 42▪ . 0 a, 0 { O ■System demand = 97.08 psi with 932.7 gpm flowing. 0 0 0 CSI 0 1 I I I I o 0 v o 0 0 I I I I ✓ I E O -- ..L F - _ -I I F - - ----- -- -1 O I I I I 1 I I I I 1 i 1 i 1 1 1 1 k i 1 I 1 ! I 1 1 1 [ I I f I 1 t_ i _I I 1 7 011 I t ! 1 L •1 I I 1 1 •1 D I I I 1 L I i 1 1 Q t I I 1 f i 1 1 1 I 1 1 { I 1 1 t 1 1 I I 1 1 I I I I I 1 I 1 1 1 ! i h 1 i 1 1 i i r I I 1 1 I 1 V _ _ - _ _ -1 F - - - - -L 1 1- _ _ _ _ -I I F - - - - -I 1 L- _ _ .i _ _ - -I- _ _ _ - 1 1 1 i L i i 1 i . l ! ! 1 I I I 1 1 ! 1 1 1 L I I 1 I I I t t 1 1 ! 1 1 I I 1 I ! 1 I I ! I ! r I 1 1 1 t 1 'L r 9 r r I 1=1I I i 1 1 1 1 i i 1 1 1 1 I I 1 1 1 e . 1 I ! t 1 I1 tt Or r r S L 1 1 i 1 1 F I I I i E L r 1 I 1 . 1 1 I 1 CO O 01 O If ----- ------ e _ _ _ _ I - _ _ _ GAirrj imgigepeAv iaie" Page 11 CROWN FIRE PROTECTION Description of Fitting abbreviations Code Description T Tee VE Victaulic ninety degree elbow VEE Victaulic forty five degree elbow Description of Other abbreviations Code Description AO Arm -over BL Branch Line CM Cross Main PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction A.5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length Page 12 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations MACY'S - RACK ADDITIONS - REMOTE AREA #2 Raw data previous to any calculations No. Code Diam Length Kfacl Kfac2 Press Elev Hose HW Vel Fittings 1 AOl 1.049 0.5 5.6 15.00 0.00 0.0 120 321T 11 BL1B 2.203 8.0 A01 0.00 0.00 0.0 120 32 12 BL1B 2.203 8.0 A01 0.00 0.00 0.0 120 32 13 BL1B 2.203 8.0 A01 0.00 0.00 0.0 120 32 14 BL1B 2.203 8.0 A01 0.00 0.00 0.0 120 32 15 BL1B 2.203 8.0 A01 0.00 0.00 0.0 120 32 16 BL1B 2.203 8.0 A01 0.00 0.00 0.0 120 32 17 BL1B 2.203 19.5 A01 0.00 0.00 0.0 120 321T 18 BL2 1.049 8.0 A01 0.00 0.00 0.0 120 32 19 BL2 1.049 8.0 A01 0.00 0.00 0.0 120 32 20 BL2 1.380 8.0 A01 0.00 0.00 0.0 120 32 21 BL2 1.380 8.0 A01 0.00 0.00 0.0 120 32 22 BL2 1.380 8.0 A01 0.00 0.00 0.0 120 32 23 BL2 1.610 8.0 A01 0.00 0.00 0.0 120 32 24 BL2 2.067 19.5 A01 0.00 0.00 0.0 120 321T 25 CM1 2.635 5.0 BL1B 0.00 -4.70 0.0 120 32 26 CM1 2.635 15.0 BL2 0.00 -10.00 0.0 120 32 27 BU 2.635 16.0 CM1 0.00 0.00 0.0 120 32 28 BU 3.260 132.0 0.00 0.00 0.0 120 321VE,1VEE 29 RI 4.260 26.0 BU 0.00 27.50 0.0 120 32 30 RI 4.260 0.0 0.00 0.00 500.0 120 32 Page 13 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations MACY'S - RACK ADDITIONS - REMOTE AREA #2 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Arm -over 1 C = 120 A 0.5 PT 15.00 1 21.7=5.60(15.00)A.5 F 5.0 PE 0.00 1 21.7 1.05 iT T 5.5 0.15119 PF 0.83 8.05 PT 15.83 11 Bl Jct K -factor for arm -over 1 = 21.7/(15.83)A.5 = 5.45 at Hyd Ref Pts 2 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Branchline No. 1B C = 120 A 8.0 PT 15.83 11 AO1 21.7=5.45(15.83)A.5 F 0.0 PE 0.00 11 21.7 2.20 T 8.0 0.00408 PF 0.03 1.83 A 8.0 PT 15.86 12 AO1 21.7=5.45(15.86)A.5 F 0.0 PE 0.00 12 43.4 2.20 T 8.0 0.01472 PF 0.12 3.65 A 8.0 PT 15.98 13 AO1 21.8=5.45(15.98)".5 F 0.0 PE 0.00 13 65.2 2.20 T 8.0 0.03125 PF 0.25 5.49 A 8.0 PT 16.23 14 AO1 22.0=5.45(16.23)A.5 F 0.0 PE 0.00 14 87.2 2.20 T 8.0 0.05347 PF 0.43 7.34 A 8.0 PT 16.66 15 AO1 22.3=5.45(16.66)A.5 F 0.0 PE 0.00 15 109.5 2.20 T 8.0 0.08143 PF 0.65 9.21 A 8.0 PT 17.31 16 AO1 22.7=5.45(17.31)A.5 F 0.0 PE 0.00 16 132.2 2.20 T 8.0 0.11539 PF 0.92 11.12 A 19.5 PT 18.23 17 AO1 23.3=5.45(18.23)A.5 F 13.6 PE 0.00 17 155.5 2.20 1T T 33.1 0.15580 PF 5.16 13.08 PT 23.40 25 Cross main Jct K -factor for branchline no. lb = 155.5/(23.40)x'.5 = 32.15 Pipe Flow No (gpm) CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations MACY'S - RACK ADDITIONS - REMOTE AREA #2 Dia Fitting (inch) and Dev Branchline No. 2 Length Fr Loss Press Hyd Vel (ft) (psi/ft) (psi) Ref (fps) A 8.0 21.7=5.45(15.83)A.5 F 0.0 T 8.0 A 8.0 22.5=5.45(17.04)A.5 F 0.0 T 8.0 A 8.0 25.3=5.45(21.56)A.5 F 0.0 T 8.0 A 8.0 26.9=5.45(24.31)A.5 F 0.0 T 8.0 A 8.0 29.5=5.45(29.33)A.5 F 0.0 T 8.0 A 8.0 33.4=5.45(37.57)A.5 F 0.0 T 8.0 A 19.5 36.0=5.45(43.59)A.5 F 10.0 iT T 29.5 18 21.7 1.05 19 44.2 1.05 20 69.5 1.38 21 96.4 1.38 22 126.0 1.38 23 159.4 1.61 24 195.4 2.07 0.15134 0.56466 0.34321 0.62835 1.03014 0.75160 0.32446 PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT 15.83 18 0.00 1.21 17.04 19 0.00 4.52 21.56 20 0.00 2.75 24.31 21 0.00 5.03 29.33 22 0.00 8.24 37.57 23 0.00 6.01 43.59 24 0.00 9.57 53.16 26 8.06 16.41 14.92 20.68 27.02 25.12 18.68 K -factor for branchline no. 2 = 195.4/(53.16)".5 = 26.80 Cross main 1 (Beginning pressure A 237.3=32.15(54.49)A.5 F 25 237.3 2.64 T A 195.4=26.80(53.17)A.5 F 26 432.7 2.64 T increased due to Hyd Ref 5.0 PT 54.49 0.0 PE -2.04 5.0 0.14248 PF 0.71 15.0 PT 53.17 0.0 PE -4.33 15.0 0.43294 PF 6.49 PT 55.33 27 Page 14 Notes C = 120 AO1 AO1 AO1 AO1 AO1 AO1 AO1 Cross in Jct Pt 26) C = 120 25 BL1B (EL= -4.70 ft) 13.96 26 BL2 (EL= -10.00 ft) 25.46 K -factor for Cross main 1 = 432.7/(55.33)A.5 = 58.17 Bulk Jct Page 15 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations MACY'S - RACK ADDITIONS - REMOTE AREA #2 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk C = 120 ___= A 16.0 PT 55.33 27 CM 1 432.7=58.17(55.33)A.5 F 0.0 PE 0.00 27 432.7 2.64 T 16.0 0.43291 PF 6.93 25.46 A 132.0 PT 62.26 28 F 10.2 PE 0.00 28 432.7 3.26 1VE 1VEE T 142.2 0.15354 PF 21.84 16.63 PT 84.09 29 Top of Riser Riser C = 120 A 26.0 PT 84.09 29 Top of Riser F 0.0 PE 11.91 (EL= 27.50 ft) 29 432.7 4.26 T 26.0 0.04172 PF 1.08 9.74 A 0.0 PT 97.08 30 500.0 gpm = Hose F 0.0 PE 0.00 30 932.7 4.26 T 0.0 0.00000 PF 0.00 20.99 PT 97.08 31 B.O.R. Available flow at 97.08 psi is 4598.0 gpm which is 3665.3 gpm from curve. Supply pressure available with 932.7 gpm flowing is 147.23 psi, thus system requirement is 50.15 psi below supply curve. (34.1%) Page 16 HYDRAULIC CALCULATIONS CROWN FIRE PROTECTION BOTHELL, WASHINGTON Date 10/24/07 Job: MACYRAC3 Job_ _ MACY'S - RACK ADDITIONS - REMOTE AREA #3 Authority having Jurisdiction_ _ NFPA System type_ _ Wet Hose 500.0 gpm Inside Hose Water Supply _ 150.00 psi Static, 20.00 psi Residual @ 7474.0 gpm Demand_ _ _ _ 77.18 psi @ 831.2 gpm @ B.O.R. 77.18 psi @ 831.2 gpm @ Supply 147.76 psi available @ 831.2 gpm Demand is below curve by 70.58 psi HYDRAULIC CALCULATION PROGRAM: HYDROCALC VER 4.09 BY MICROSPACE SYSTEMS WWW. MICROSPACESYSTEMS.COM ■ ■ 33 cs) rn5 ai' a li .. II ai a a-0 a,oV- 0. I�r a, O 1 0 . V P ■ System demand = 77.18 psi with 831.2 gpm flowing. CO. - -- CI al a NJ ---may CI a IN3 -1 a 0 1 -n {O TE3 X o,. — a a NJ a I= Page 18 CROWN FIRE PROTECTION Description of Fitting abbreviations Code Description T Tee VT Victaulic tee VE Victaulic ninety degree elbow Description of Other abbreviations Code Description AO Arm -over BL Branch Line CM Cross Main PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction A.5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length Page 19 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations MACY'S - RACK ADDITIONS - REMOTE AREA #3 Raw data previous to any calculations No. Code Diam Length Kfacl Kfac2 Press Elev Hose HW Vel Fittings 1 AO1 1.049 0.5 5.6 15.00 0.00 0.0 120 321T 32 BL3 2.203 8.0 A01 0.00 0.00 0.0 120 32 33 BL3 2.203 8.0 A01 0.00 0.00 0.0 120 32 34 BL3 2.203 8.0 A01 0.00 0.00 0.0 120 32 35 BL3 2.203 8.0 AOl 0.00 4.70 0.0 120 32 36 BL3 2.203 8.0 A01 0.00 0.00 0.0 120 32 37 BL3 2.203 6.5 A01 0.00 0.00 0.0 120 321T 38 BL4 2.203 1.5 A01 0.00 0.00 0.0 120 321T 39 CM1 2.635 8.5 BL3 BL4 0.00 -8.50 0.0 120 32 40 CM1 2.635 30.0 BL3 BL4 0.00 -9.50 0.0 120 321VE,1VT 41 BU 3.260 44.0 CM1 0.00 0.00 0.0 120 321VT 42 BU 3.260 280.0 0.00 0.00 0.0 120 322VE 43 RI 4.260 26.0 BU 0.00 27.50 0.0 120 32 44 RI 4.260 0.0 0.00 0.00 500.0 120 32 Page 20 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations MACY'S - RACK ADDITIONS - REMOTE AREA #3 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Arm -over 1 C = 120 A 0.5 PT 15.00 1 21.7=5.60(15.00)A.5 F 5.0 PE 0.00 1 21.7 1.05 iT T 5.5 0.15119 PF 0.83 8.05 PT 15.83 32 B1 Jct K -factor for arm -over 1 = 21.7/(15.83)A.5 = 5.45 at Hyd Ref Pts 32 33 34 35 36 37 38 Branchline No. 3 C = 120 A 8.0 PT 15.83 32 AO1 21.7=5.45(15.83)A.5 F 0.0 PE 0.00 32 21.7 2.20 T 8.0 0.00408 PF 0.03 1.83 A 8.0 PT 15.86 33 AO1 21.7=5.45(15.86)A.5 F 0.0 PE 0.00 33 43.4 2.20 T 8.0 0.01472 PF 0.12 3.65 A 8.0 PT 15.98 34 AO1 21.8=5.45(15.98)A.5 F 0.0 PE 0.00 34 65.2 2.20 T 8.0 0.03125 PF 0.25 5.49 A 8.0 PT 16.23 35 AO1 22.0=5.45(16.23)A.5 F 0.0 PE 2.04 (EL= 4.70 ft) 35 87.2 2.20 T 8.0 0.05347 PF 0.43 7.34 A 8.0 PT 18.70 36 AO1 23.6=5.45(18.70)A.5 F 0.0 PE 0.00 36 110.8 2.20 T 8.0 0.08326 PF 0.67 9.32 A 6.5 PT 19.36 37 AO1 24.0=5.45(19.36)A 5 F 13.6 PE 0.00 37 134.8 2.20 1T T 20.1 0.11967 PF 2.41 11.34 PT 21.77 39 Cross main Jct K -factor for branchline no. 3 = 134.8/(21.77)'.5 = 28.89 at Hyd Ref Pts 39 40 Rranrhl inP Nn. 4 C = 120 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations MACY'S - RACK ADDITIONS - REMOTE AREA #3 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Page 21 Notes Cross main 1 (Beginning pressure increased due to Hyd Ref Pt 40) C = 120 K=34.33=28.89+5.44 A 8.5 PT 24.80 39 BL3 + BL4 171.0=34.33(24.80)A.5 F 0.0 PE -3.68 (EL= -8.50 ft) 39 171.0 2.64 T 8.5 0.07768 PF 0.66 10.06 K=34.33=28.89+5.44 A 30.0 PT 21.78 40 BL3 + BL4 160.2=34.33(21.78)A.5 F 22.0 PE -4.11 (EL= -9.50 ft) 40 331.2 2.64 1VE 1VT T 52.0 0.26397 PF 13.72 19.48 PT 31.38 41 Bulk Jct K -factor for Cross main 1 = 331.2/(31.38)&.5 = 59.13 Page 22 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations MACY'S - RACK ADDITIONS - REMOTE AREA #3 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk C = 120 ___= A 44.0 PT 31.38 41 CM 1 331.2=59.13(31.38)A.5 F 17.5 PE 0.00 41 331.2 3.26 1VT T 61.5 0.09364 PF 5.76 12.73 A 280.0 PT 37.13 42 F 13.4 PE 0.00 42 331.2 3.26 2VE T 293.4 0.09364 PF 27.48 12.73 PT 64.61 43 Top of Riser Riser C = 120 A 26.0 PT 64.61 43 Top of Riser F 0.0 PE 11.91 (EL= 27.50 ft) 43 331.2 4.26 T 26.0 0.02544 PF 0.66 7.46 A 0.0 PT 77.18 44 500.0 gpm = Hose F 0.0 PE 0.00 44 831.2 4.26 T 0.0 0.00000 PF 0.00 18.71 PT 77.18 45 B.O.R. Available flow at 77.18 psi is 5463.9 gpm which is 4632.7 gpm from curve. Supply pressure available with 831.2 gpm flowing is 147.76 psi, thus system requirement is 70.58 psi below supply curve. (47.8%) Hydraulic Calculations Sheet 1 for Project Name: MACY'S RACK REPLCENENT PROJECT Location: 17000 SOUTHCENTER PARKWAY TUKWILA WA Date 09/18/17 Job: MACY1 Design: Coverage per sprinkler: RACK SPRINKLERS 8'-0" O.C. Type of sprinklers calculated: K=8.0 INTERMEDIATE TYPE RACK SPRINKLERS Total water required: Including hose streams 114.34 psi @ 1894.4 gpm @ Supply 139.74 psi available @ 1894.4 gpm Below curve by 25.40 psi Type of System: Wet Water Supply Information: 150.00 psi Static, 20.00 psi Residual @ 7474.0 gpm Name of Contractor: CROWN FIRE PROTECTION Address: BOTHELL, WASHINGTON Phone Number: Notes: BALANCED WITH OVERHEAD CALCUATED AT .30 / 2500 SF Program: 'HydroCalc' by Micro Space Systems www.MicroSpaceSystems.com P.X.SaRge 441) 0.41 .I._'' _ .ri. —1, I, i' 4 1 t' t 1 I, I I I 4 1 I I 1 ! I i 4 1 1 sr-Irt,._.;____J'y___...i___...J-a._.._}y_.. I 1 1 I I I I I I i I 1 I I I 1 1 1 I 1 1 I I 1 1 1 I I I 1 I I I I 1 ti--- I�----r --4,.. I 1 I I I 1 I I 1 I t 1 r._ 1 I 1 I t I I I I I 1 I 1 { 1 i 9 I I I I ----�'----+--- I- 1 1 I I 1 1 -:r; , . /' i ,t. 1 1. 14 !i 1 1 'A-::.-,, 1 4 1 1 1 s 1 I ( I 1 • 1 1 1 t 1 I I 1 z MACY'S RACK REPLCENENT PROJECT CROWN FIRE PROTECTION Description of Fitting abbreviations Code Description T Tee E Ninety degree elbow VE Victaulic ninety degree elbow ALV Alarm valve: Grinnell F200, F2001, F20 BKF Backflow preventor GV Gate valve UE Underground ASCA ninety degree elbow UT1 Underground ASCA tee: flow in run, flow out bullhead only Description of Other abbreviations Code Description Sheet 3 SU Stub -Up BL Branch Line RN Riser Nipple CM Cross Main PC Percentage of Flow from a calculated K -Factor (not all heads flowing) PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction A.5 Raised to the power of .5 (Square Root) L Actual pipe length F Fitting equivalent pipe length T Total pipe length Sheet 4 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations MACY'S RACK REPLCENENT PROJECT 17000 SOUTHCENTER PARKWAY TUKWILA WA Raw data previous to any calculations No. Code Diam Length Kfacl Kfac2 Press Elev Hose HW Vel Fittings 1 BL4 2.157 6.00 8.0 14.060 0.000 0.0 120 32 2 BL4 2.157 8.00 8.0 14.060 0.000 0.0 120 32 3 BL4 2.157 8.00 8.0 14.060 0.000 0.0 120 32 4 BL4 2.157 8.00 8.0 14.060 0.000 0.0 120 32 5 BL4 2.157 8.00 8.0 14.060 0.000 0.0 120 32 6 BL4 2.157 8.00 8.0 14.060 0.000 0.0 120 32 7 BL4 2.157 27.00 8.0 14.060 0.000 0.0 120 32 1T 9 CM4 3.260 5.30 BL4 0.000 -5.300 0.0 120 32 10 CM4 3.260 16.50 BL4 0.000 -9.800 0.0 120 32 1T 11 BU4 4.260 98.00 CM4 0.000 0.000 0.0 120 32 1T 12 BU4 3.260 275.00 0.000 0.000 0.0 120 32 2VE 13 RI4 4.260 31.00 BU4 0.000 28.000 0.0 120 32 1ALV,2T,1GV 14 UG4 4.100 90.00 RI4 0.000 0.000 0.0 140 32 lUE,1UT1,1GV 19 SU 1.049 1.00 8 12.960 1.000 0.0 120 32 1T 20 BL1 1.380 8.00 SU 0.000 0.000 0.0 120 32 21 BL1 1.610 8.00 SU 0.000 0.000 0.0 120 32 22 BL1 1.610 8.00 SU 0.000 0.000 0.0 120 32 23 BL1 2.067 8.00 SU 0.000 0.000 0.0 120 32 24 BL1 2.067 8.00 SU 0.000 0.000 0.0 120 32 25 BL1 2.469 4.00 SU 0.000 0.000 0.0 120 32 1T 26 BL2 2.067 8.00 SU 0.000 0.000 0.0 120 32 27 BL2 2.469 4.00 SU 0.000 0.000 0.0 120 32 1T 28 RN1 3.068 1.00 BL1 BL2 0.000 1.000 0.0 120 32 1T 30 PC1 0.000 0.00 BL1 1/6 0.000 0.000 0.0 120 32 31 RN2 3.068 1.00 PC1 BL2 0.000 1.000 0.0 120 32 33 CM1 4.026 12.00 RN1 0.000 0.000 0.0 120 32 34 CM1 5.047 12.00 RN1 0.000 0.000 0.0 120 32 35 CM1 6.065 12.00 RN1 0.000 0.000 0.0 120 32 36 CM1 6.065 10.00 RN2 0.000 0.000 0.0 120 32 1T 37 BU 8.071 160.00 CM1 0.000 0.000 0.0 120 32 1E 38 RI 8.071 27.50 BU 0.000 27.500 0.0 120 32 1ALV,1GV 39 UG 8.270 40.00 RI 0.000 0.000 0.0 140 32 lUE,1UT1,1GV 41 UG5L 10.280 770.00 -4 0.000 0.000 0.0 140 32 lUT1,1BKF 42 UG5L 10.280 560.00 UG 0.000 0.000 0.0 140 32 lUE 43 UG5L 10.280 1640.00 UG4 -4 0.000 0.000 0.0 140 32 lUE,1UT1,1BKF Sheet 5 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations MACY'S RACK REPLCENENT PROJECT 17000 SOUTHCENTER PARKWAY TUKWILA WA Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Stub Up C = 120 L 1.0 PT 12.96 19 28.8=8.00(12.96)A.5 F 5.0 PE 0.43 (EL= 1.0 ft) 19 28.8 1.049 1T T 6.0 0.25548 PF 1.53 10.7 PT 14.93 20 Bl Jct K -factor for stub up = 28.8/(14.93)'.5 = 7.45 at Hyd Ref Pts 20 21 22 23 24 25 26 27 Branchline No. 1 C = 120 L 8.0 PT 14.93 20 SU 28.8=7.45(14.93)A.5 F 0.0 PE 0.00 20 28.8 1.380 T 8.0 0.06721 PF 0.54 6.2 L 8.0 PT 15.47 21 SU 29.3=7.45(15.47)A.5 F 0.0 PE 0.00 21 58.1 1.610 T 8.0 0.11626 PF 0.93 9.2 L 8.0 PT 16.40 22 SU 30.2=7.45(16.40)A.5 F 0.0 PE 0.00 22 88.3 1.610 T 8.0 0.25207 PF 2.02 13.9 L 8.0 PT 18.41 23 SU 32.0=7.45(18.41)A.5 F 0.0 PE 0.00 23 120.3 2.067 T 8.0 0.13226 PF 1.06 11.5 L 8.0 PT 19.47 24 SU 32.9=7.45(19.47)'.5 F 0.0 PE 0.00 24 153.2 2.067 T 8.0 0.20684 PF 1.65 14.6 L 4.0 PT 21.13 25 SU 34.3=7.45(21.13)'.5 F 12.0 PE 0.00 25 187.5 2.469 1T T 16.0 0.12646 PF 2.02 12.6 PT 23.15 31 Riser Nipple Jct K -factor for branchline no. 1 = 187.5/(23.15)'.5 = 38.97 at Hyd Ref Pts 31 28 Sheet 6 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations MACY'S RACK REPLCENENT PROJECT 17000 SOUTHCENTER PARKWAY TUKWILA WA Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 2 C = 120 L 8.0 PT 14.93 26 SU 28.8=7.45(14.93)A.5 F 0.0 PE 0.00 26 28.8 2.067 T 8.0 0.00940 PF 0.08 2.8 L 4.0 PT 15.01 27 SU 28.9=7.45(15.01)A.5 F 12.0 PE 0.00 27 57.7 2.469 iT T 16.0 0.01429 PF 0.23 3.9 PT 15.23 28 Rise Nipple Jct K -factor for branchline no. 2 = 57.7/(15.23)x.5 = 14.78 at Hyd Ref Pts 28 31 Riser Nipple (Top of RN =Branchline 1 + Branchline 2) C = 120 K=53.75=38.97+14.78 L 1.0 PT 23.15 28 BL1 + BL2 258.6=53.75(23.15)A.5 F 15.0 PE 0.43 (EL= 1.0 ft) 28 258.6 3.068 iT T 16.0 0.07964 PF 1.27 11.2 PT 24.86 33 Cross main Jct K -factor for riser nipple = 258.6/(24.86)A.5 = 51.87 at Hyd Ref Pts 33 34 35 Riser Nipple (Top of RN =1/6*Branchline 1 + Branchline 2) C = 120 K=21.28=6.50+14.78 L 1.0 PT 23.15 31 1/6*BL1 + BL2 102.4=21.28(23.15)A.5 F 0.0 PE 0.43 (EL= 1.0 ft) 31 102.4 3.068 T 1.0 0.01434 PF 0.01 4.4 PT 23.60 36 Cross main Jct K -factor for riser nipple = 102.4/(23.60)&.5 = 21.08 Sheet 7 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations MACY'S RACK REPLCENENT PROJECT 17000 SOUTHCENTER PARKWAY TUKWILA WA Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 4 C = 120 ____= L 6.0 PT 14.06 1 End head 30.0=8.00(14.06)A.5 F 0.0 PE 0.00 1 30.0 2.157 T 6.0 0.00823 PF 0.05 2.6 L 8.0 PT 14.11 2 30.1=8.00(14.11)".5 F 0.0 PE 0.00 2 60.1 2.157 T 8.0 0.02972 PF 0.24 5.3 L 8.0 PT 14.35 3 30.3=8.00(14.35)A.5 F 0.0 PE 0.00 3 90.4 2.157 T 8.0 0.06328 PF 0.51 7.9 L 8.0 PT 14.85 4 30.8=8.00(14.85)A.5 F 0.0 PE 0.00 4 121.2 2.157 T 8.0 0.10893 PF 0.87 10.6 L 8.0 PT 15.72 5 31.7=8.00(15.72)A.5 F 0.0 PE 0.00 5 152.9 2.157 T 8.0 0.16749 PF 1.34 13.4 L 8.0 PT 17.06 6 33.1=8.00(17.06)A.5 F 0.0 PE 0.00 6 186.0 2.157 T 8.0 0.24055 PF 1.92 16.3 L 27.0 PT 18.99 7 34.9=8.00(18.99)A.5 F 12.3 PE 0.00 7 220.8 2.157 1T T 39.3 0.33056 PF 12.99 19.4 PT 31.98 9 Cross main Jct K -factor for branchline no. 4 = 220.8/(31.98)A.5 = 39.04 at Hyd Ref Pts 9 10 Sheet 8 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations MACY'S RACK REPLCENENT PROJECT 17000 SOUTHCENTER PARKWAY TUKWILA WA Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Cross main 1 C = 120 L 12.0 PT 24.86 33 RN#28 258.6=51.87(24.86)A.5 F 0.0 PE 0.00 33 258.6 4.026 T 12.0 0.02120 PF 0.25 6.5 L 12.0 PT 25.11 34 RN#28 259.9=51.87(25.11)A.5 F 0.0 PE 0.00 34 518.6 5.047 T 12.0 0.02554 PF 0.31 8.3 L 12.0 PT 25.42 35 RN#28 261.5=51.87(25.42)A.5 F 0.0 PE 0.00 35 780.1 6.065 T 12.0 0.02222 PF 0.27 8.7 L 10.0 PT 25.69 36 RN#31 106.8=21.08(25.69)A.5 F 30.0 PE 0.00 36 886.9 6.065 1T T 40.0 0.02817 PF 1.13 9.8 PT 26.81 37 Bulk Jct K -factor for Cross main 1 = 886.9/(26.81)'.5 = 171.27 Cross main 4 (Beginning pressure increased due to Hyd Ref Pt 10) C = 120 L 5.3 PT 34.03 9 BL4 227.8=39.04(34.03)A.5 F 0.0 PE -2.29 (EL= -5.3 ft) 9 227.8 3.260 T 5.3 0.04684 PF 0.25 8.8 L 16.5 PT 31.98 10 BL4 220.8=39.04(31.98)A 5 F 20.2 PE -4.24 (EL= -9.8 ft) 10 448.6 3.260 iT T 36.7 0.16412 PF 6.02 17.2 PT 33.76 11 Bulk Jct K -factor for Cross main 4 = 448.6/(33.76)A.5 = 77.20 Sheet 9 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations MACY'S RACK REPLCENENT PROJECT 17000 SOUTHCENTER PARKWAY TUKWILA WA Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk 4 C = 120 L 98.0 PT 33.76 11 CM 4 448.6=77.20(33.76)A.5 F 26.3 PE 0.00 11 448.6 4.260 1T T 124.3 0.04460 PF 5.54 10.1 L 275.0 PT 39.30 12 F 13.4 PE 0.00 12 448.6 3.260 2VE T 288.4 0.16413 PF 47.34 17.2 PT 86.64 13 K -factor for Bulk 4 = 448.6/(86.64)x.5 = 48.19 Bulk C = 120 ___= L 160.0 PT 26.81 37 CM 1 886.8=171.27(26.81)A.5 F 18.0 PE 0.00 37 886.8 8.071 lE T 178.0 0.00701 PF 1.25 5.6 PT 28.06 38 Top of Riser Riser C = 120 L 27.5 PT 28.06 38 Top of Riser F 26.0 PE 11.91 (EL= 27.5 ft) 38 886.9 8.071 1ALV 1GV T 53.5 0.00701 PF 0.37 5.6 PT 40.34 39 B.O.R. Under ground C = 140 L 40.0 PT 40.34 39 B.O.R. F 43.0 PE 0.00 39 886.9 8.270 lUE lUTl T 83.0 0.00468 PF 0.39 5.3 1GV PT 40.73 42 Split Point Riser 4 C = 120 L 31.0 PT 86.64 13 Top of Riser F 84.3 PE 12.12 (EL= 28.0 ft) 13 448.6 4.260 1ALV 2T T 115.3 0.04460 PF 5.14 10.1 1GV PT 103.91 14 B.O.R. K -factor for Riser 4 = 448.6/(103.91)x.5 = 44.01 Sheet 10 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations MACY'S RACK REPLCENENT PROJECT 17000 SOUTHCENTER PARKWAY TUKWILA WA Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Under ground 4 L 90.0 PT 103.91 14 F 19.9 PE 0.00 14 448.6 4.100 lUE lUT1 T 109.9 0.04041 PF 4.44 10.9 1GV PT 108.35 43 K -factor for Under ground 4 = 448.6/(108.35)x.5 = 43.10 C = 140 B.O.R. Split Point Clockwise (Beginning pressure increased due to Hyd Ref Pt 43) C = 140 L 560.0 PT 108.24 42 Split Point F 17.0 PE 0.00 42 295.4 10.280 lUE T 577.0 0.00021 PF 0.12 1.1 L 1640.0 PT 108.36 43 448.6=43.10(108.36)A.5 F 47.0 PE 0.00 43 744.0 10.280 lUE lUT1 T 1687.0 0.00117 PF 5.98 2.9 1BKF = 4.00# 1BKF PT 114.34 44 Loop Jct Counter -Clockwise (K -Factor Q split=138.97 from UG) C = 140 L 770.0 PT 108.24 42 Split Point F 30.0 PE 0.00 41 1150.4 10.280 lUT1 1BKF T 800.0 0.00262 PF 6.10 4.4 1BKF = 4.00# PT 114.34 45 Loop Jct (Balance Accuracy = 114.34 - 114.34 = 0.00) Available flow at 114.34 psi is 3714.5 gpm which is 1820.1 gpm from curve. Supply pressure available with 1894.4 gpm flowing is 139.74 psi, thus system requirement is 25.40 psi below supply curve. (18.2%) MACY'S RACK REPLCENENT PROJECT Sheet 11 Supply Analysis Node at Static Residual Available Total Required Source Pressure Pressure Flow Pressure Demand Pressure 44 150.00 20.00 7474.0 139.74 1894.4 114.34 Node Analysis Elevation Node Type Pressure Discharge Node (ft) K -Value Source (psi) (gpm) Notes 1 12.90 Orif= 8.00 2 12.90 Orif= 8.00 3 12.90 Orif= 8.00 4 12.90 Orif= 8.00 5 12.90 Orif= 8.00 6 12.90 Orif= 8.00 7 12.90 Orif= 8.00 9 12.90 10 18.20 11 28.00 12 28.00 13 28.00 14 0.00 19 29.50 Orif= 8.00 20 28.50 21 28.50 22 28.50 23 28.50 24 28.50 25 28.50 26 28.50 27 28.50 28 28.50 31 28.50 33 27.50 34 27.50 35 27.50 36 27.50 37 27.50 38 27.50 39 0.00 42 0.00 43 0.00 44 0.00 Hose Supply 14.06 30.0 14.11 30.1 14.35 30.3 14.85 30.8 15.72 31.7 17.06 33.1 18.99 34.9 34.03 31.98 33.76 39.30 - 86.64 - 103.91 - 12.96 28.8 14.93 - 15.47 16.40 18.41 19.47 21.13 14.93 15.01 23.15 23.15 24.86 25.11 25.42 25.69 26.81 28.06 40.34 - 108.24 - 108.36 - 114.34 500.0 MACY'S RACK REPLCENENT PROJECT Sheet 12 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 1 1 12.90 8.00 30.0 2" 2 12.90 30.0 2.157 2 L 6.0 120 Pt 14.06 F 0.0 2.6 Pe 0.00 T 6.0 0.0082 Pf 0.05 2 12.90 8.00 30.1 2" 3 12.90 60.1 2.157 L 8.0 120 Pt 14.11 F 0.0 5.3 Pe 0.00 T 8.0 0.0297 Pf 0.24 3 3 12.90 8.00 30.3 2" 4 12.90 90.4 2.157 L 8.0 120 Pt 14.35 F 0.0 7.9 Pe 0.00 T 8.0 0.0633 Pf 0.51 4 4 12.90 8.00 30.8 2" 5 12.90 121.2 2.157 L 8.0 120 Pt 14.85 F 0.0 10.6 Pe 0.00 T 8.0 0.1089 Pf 0.87 5 5 12.90 8.00 31.7 2" 6 12.90 152.9 2.157 L 8.0 120 Pt 15.72 F 0.0 13.4 Pe 0.00 T 8.0 0.1675 Pf 1.34 6 6 12.90 8.00 33.1 2" 7 12.90 186.0 2.157 L 8.0 120 Pt 17.06 F 0.0 16.3 Pe 0.00 T 8.0 0.2405 Pf 1.92 7 7 12.90 8.00 9 12.90 34.9 2" iT L 27.0 120 Pt 18.99 F 12.3 19.4 Pe 0.00 220.8 2.157 12.3 T 39.3 0.3306 Pf 12.99 BL4:K=39.04 9 9 12.90 39.04 [227.8] 3" 10 18.20 227.8 3.260 L 5.3 120 Pt 34.03 BL4 F 0.0 8.8 Pe -2.29 T 5.3 0.0468 Pf 0.25 10 18.20 39.04 [220.8] 3" 1T L 16.5 120 Pt 31.98 BL4 10 F 20.2 17.2 Pe -4.24 11 28.00 448.6 3.260 20.2 T 36.7 0.1641 Pf 6.02 11 11 28.00 12 28.00 4" 1T L 98.0 120 Pt 33.76 CM 4 F 26.3 10.1 Pe 0.00 448.6 4.260 26.3 T 124.3 0.0446 Pf 5.54 12 28.00 3" 2VE L 275.0 120 Pt 39.30 12 F 13.4 17.2 Pe 0.00 13 28.00 448.6 3.260 13.4 T 288.4 0.1641 Pf 47.34 MACY'S RACK REPLCENENT PROJECT Sheet 13 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 13 13 28.00 14 0.00 4" 1ALV 2T L 31.0 120 Pt 86.64 1GV F 84.3 10.1 Pe 12.12 448.6 4.260 84.3 T 115.3 0.0446 Pf 5.14 14 0.00 4" lUE 1UT1 L 90.0 140 Pt 103.91 14 1GV F 19.9 10.9 Pe 0.00 43 0.00 448.6 4.100 19.9 T 109.9 0.0404 Pf 4.44 19 19 29.50 8.00 20 28.50 28.8 1" 1T L 1.0 120 Pt 12.96 F 5.0 10.7 Pe 0.43 28.8 1.049 5.0 T 6.0 0.2555 Pf 1.53 SU:K=7.45 20 20 28.50 7.45 [28.8] 1 1/4" 21 28.50 28.8 1.380 L 8.0 120 Pt 14.93 SU F 0.0 6.2 Pe 0.00 T 8.0 0.0672 Pf 0.54 21 28.50 7.45 [29.3] 1 1/2" L 8.0 120 Pt 15.47 SU 21 F 0.0 9.2 Pe 0.00 22 28.50 58.1 1.610 T 8.0 0.1163 Pf 0.93 22 22 28.50 7.45 [30.2] 1 1/2" 23 28.50 88.3 1.610 L 8.0 120 Pt 16.40 SU F 0.0 13.9 Pe 0.00 T 8.0 0.2521 Pf 2.02 23 28.50 7.45 [32.0] 2" L 8.0 120 Pt 18.41 SU 23 F 0.0 11.5 Pe 0.00 24 28.50 120.3 2.067 T 8.0 0.1323 Pf 1.06 24 28.50 7.45 [32.9] 2" L 8.0 120 Pt 19.47 SU 24 F 0.0 14.6 Pe 0.00 25 28.50 153.2 2.067 T 8.0 0.2068 Pf 1.65 25 28.50 7.45 [34.3] 2 1/2" 1T L 4.0 120 Pt 21.13 SU 25 F 12.0 12.6 Pe 0.00 31 28.50 187.5 2.469 12.0 T 16.0 0.1265 Pf 2.02 BL1:K=38.97 26 26 28.50 7.45 [28.8] 2" 27 28.50 28.8 2.067 L 8.0 120 Pt 14.93 SU F 0.0 2.8 Pe 0.00 T 8.0 0.0094 Pf 0.08 27 28.50 7.45 [28.9] 2 1/2" 1T L 4.0 120 Pt 15.01 SU 27 F 12.0 3.9 Pe 0.00 28 28.50 57.7 2.469 12.0 T 16.0 0.0143 Pf 0.23 BL2:K=14.78 MACY'S RACK REPLCENENT PROJECT Sheet 14 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 28 28.50 53.75 [258.6] 3" 1T L 1.0 120 Pt 23.15 BL1 + BL2 28 F 15.0 11.2 Pe 0.43 33 27.50 258.6 3.068 15.0 T 16.0 0.0796 Pf 1.27 RN1:K=51.87 31 31 28.50 21.28 [102.4] 3" 36 27.50 102.4 3.068 L 1.0 120 Pt 23.15 1/6*BL1 + BL2 F 0.0 4.4 Pe 0.43 T 1.0 0.0143 Pf 0.01 RN2:K=21.08 33 33 27.50 51.87 [258.6] 4" 34 27.50 258.6 4.026 L 12.0 120 Pt 24.86 RN#28 F 0.0 6.5 Pe 0.00 T 12.0 0.0212 Pf 0.25 34 34 27.50 51.87 [259.9] 5" 35 27.50 518.6 5.047 L 12.0 120 Pt 25.11 RN#28 F 0.0 8.3 Pe 0.00 T 12.0 0.0255 Pf 0.31 35 35 27.50 51.87 [261.5] 6" 36 27.50 780.1 6.065 L 12.0 120 Pt 25.42 RN#28 F 0.0 8.7 Pe 0.00 T 12.0 0.0222 Pf 0.27 36 27.50 21.08 [106.8] 6" 1T L 10.0 120 Pt 25.69 RN#31 36 F 30.0 9.8 Pe 0.00 37 27.50 886.9 6.065 30.0 T 40.0 0.0282 Pf 1.13 37 37 27.50 38 27.50 8" lE L 160.0 120 Pt 26.81 CM 1 F 18.0 5.6 Pe 0.00 886.8 8.071 18.0 T 178.0 0.0070 Pf 1.25 38 38 27.50 39 0.00 8" 1ALV 1GV L 27.5 120 Pt 28.06 Top of Riser F 26.0 5.6 Pe 11.91 886.9 8.071 26.0 T 53.5 0.0070 Pf 0.37 39 39 0.00 42 0.00 8" 1UE lUT1 L 40.0 140 Pt 40.34 1GV F 43.0 5.3 Pe 0.00 886.9 8.270 43.0 T 83.0 0.0047 Pf 0.39 41 44 0.00 42 0.00 10" lUT1 1BKF L 770.0 140 Pt 114.34 Supply F 30.0 4.4 Pe 0.00 1BKF = 4.00# 1150.4 10.280 30.0 T 800.0 0.0026 Pf 6.10 42 42 0.00 43 0.00 10" lUE 295.4 10.280 L 560.0 140 Pt 108.24 F 17.0 1.1 Pe 0.00 17.0 T 577.0 0.0002 Pf 0.12 MACY'S RACK REPLCENENT PROJECT Sheet 15 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 43 0.00 10" 1UE lUTl L 1640.0 140 Pt 108.36 43 1BKF F 47.0 2.9 Pe 0.00 1BKF = 4.00# 44 0.00 744.0 10.280 47.0 T 1687.0 0.0012 Pf 5.98 Supply a4 • HYDRAULIC DESIGN INFORMATIO - ET NAME TF ao).) RACKS LOCATION ruKWILA S�E6T . ..r9F, DATE D.`'7 `l$ BUILDING 'DYS'f'li?.T'Ec}TSnnl NrER CONTRACTOR CALCULATED BY SIEVE 1bb&€ RE:g a CONSTRUCTION: ❑ COMBUSTIBLE 0 NON-COMBUSTIBLE OCCUPANCY SYSTEM NO. CONTRACT NO.Nt4D 1RB6 Al DRAWING NO. 3 AO CEILING HEIGHT FT. ❑ NFPA 13: ❑ LT. HAZ. ORD. HAZ. GP. ❑ 1 ❑ 2 ❑ 3 ❑ EX. HAZ. ❑ NFPA 231 ❑ NFPA 231C: FIGURE ; CURVE [] OTHER (Specify) o SPECIFIC RULING MADE BY DATE AREA OF SPRINKLER OPERATION -DENSITY AREA PER SPRINKLER HOSE ALLOWANCE GPM: INSIDE HOSE ALLOWANCE GPM: OUTSIDE RACK SPRINKLER ALLOWANCE IS. PST @ Ei4D NSA °'/ 14 FLOW Ill LCULATION SUMMARY GPM REQUIRED 3G5. fn "C" FACTOR USED: SYSTEM TYPE Eij WET ❑ DRY [] DELUGE t3 PRE -ACTION SPRINKLER OR NOZZLE MAKE ART/UNE-U. MODEL LURA SIZE IL" K -FACTOR TEMPERATURE RATING ` PSI REQUIRED II .' 1 OVERHEAD_ I OF RISER . OUND WATER SUPPLY WATER FLOW TEST DATE & TIME STATIC PSI ia9 RESIDUAL PSI GPM FLOWING ELEVATION MMh1E /V KLL ^n l5b� P. R RESERVOIR RATE ► }}--4QITY \ EAkICITY AT PS f� 0 ELEVA,- ELEV ' ION 1nT`C"L :- F' �.CT DN Err' \ IF,RooKimity. GPM r ELL LOCATION SOURCE OF INFORMATION COMMODITY STORAGE t .►, r er COMMODITY • ISMr\� '� STORAGE HEIGHT A-E1L' ori . a.. / STORAGE METHOD: SOLID PILED v CC O SINGLE ROW 0 CONVENTIONAL O DOUBLE ROW ❑ SLAVE PALLET o MULTIPLE ROW PEN ENCAPSULATED . ING 0 NON - ENCAPSULATED FLUE SPACING IN INCHES LONGITUDINAL TRANSVERSE CLEARANCE FROM TOP OF STORAGE TO CEILING FT. IN. HORIZONTAL BARRIERS PROVIDED • GRINNELL N"•85 GRAPH • CONTRACT NO. NAME: YNE EMI RACKS SHEET NO. • OF 14 SYSTEM NO. a _ ADDRESS: DATE: Q-1-18 S } co W 4a • 0 a J D 2 0 MULTIPLY SCALE BY._1(2.___ a o t I a 0 1111111111 nn F- - - ? ' I f `! iL____r III - - + 111111111111W1111111111111111111111111_ ' 1' ' ' ' ' ' 1 fi• n1ninv/nnIIIA 1 --1---. •:. 'ri .+; I I ! 1 e ! In 11nrIummumI1 . • r ! nlnllnl0IInnll1II , ', ;1 + i• i I�IIIIj 1 ' ' n11IIIII I11111111Inn11111 : , ° , 1111 n11nn111�11n1 _I a I j _' 11 I i i I !NIIIV'uHhlIIIIIIIIll ! , I j! � ' I i 1111 I ! 111111n11HWn Inn imann ( , ' ; 1 II s I ' , ' i 1� r 11111111111111U111111111111. ! i f wrnnnnnniIuiuunin - --_. -1—__ _-i �T.-Lk_.._ _ _ .-.F-L .. _ _' - I IT num =+= �- 1 1 !{ I iuiu rnn r- -- -t - r - 1- . ` - ; In111N111,� n ! nuI UM I r H Milk " ' 1 n1I1nu1in1IIIanW ;- 1!� ` ; nnIIn111un111lIIM1 ! 1,; y ' I ,101111011=111111111 --r_--_ � n1u111 r _ _ _ _ -r- � T , I 1 1111/11011 Iun1111unlunul __,.�. t 1 _ '...-'-..---t--' _.. -HHmoi ! ? III IUM1111.1 N1 : I 11111110111111 \a F-- _.-- ~I ; I r • �inllifilllndnlli H ' II 1111U ___ _-° --- • , i -r -• ,e----klJ " L I i n!/nI UMMUUSSIBUU nn /aummun u//a/nu IWlnn nw//n i1 1n 1 r . , ' I - tnu -t- . T -t- eInl�1nn�i11umet umInmnnene/nL - t Io/nn/ne/'° ,T etn�wnUHUHn/ i4iiNiihi1on I Mill n///n -r �///// 1- + -t - '� - __-1--_--- ,. YT: -11-1 �T//MU 1111111111111111110 0h.-- - --,- -a_ �qq . n� t_tTrtei n nn t-- ------ -- ------- - -_-' -i - -`- - - - - f1- '•i Tr .I n p1a gi _T _n ! r4. lT i■�uf- yN • I - }-:�- • -1� ft..� 161111111111.111511111111111111 }- nrii1I IL r. tt . L_ i !" r • rr- --- ----- _._..__.- i r4 �-. _ > -. _ •i se , seam Q: ,+ _allnrMM I -H-7 , Mia... aY, 4+i{t-7 y{ - rI� r --.1 rt N■N 0 O a 0 • CUSTOMER ORDER OR CONT. No JOB. NAME • DRAWN BY SHL E`r L OF.t�. DATF REVISED BY DATE 111 Nth : FWUWF,D-_ _:115' _P52 . �Ra..E IJ I I J5 ± :t�>� .c•"41-44-* • • 00 S K -11..g OF -T :) F Ara LThE: FOR MATERIALS AND OPERATIONS SEE SKETCH No. _REV PIPE REF. DRW'G. Nos. MARK No. SKETCH No. REV. _ •� CONTRACT, NO. NAME THE 13nA1 ft A tKs GRINNELL Tut?WILt LOCATION Frim C.TION Less TA LiAlEs SHEET NOLOF „ h'.'4'/ DATE IISSNG V£Eoc.zTV PRrr SAVE NOZZLE TYPE & LOCATION FLOW IN G. P. M. PIPE SIZE FITTING a DEVICES PIPE EQUIV. LENGTH • , FRICTION LOSS P.S.I./FT REQUIRED P.S.I. HYD. REF. PT 0 ELEV. NOTES K= 5-.39 0 LGTH. 8 PT 1G, 115 ► FTG. .15.2? 0 21,9 I PF t. a, TOT. 8 PE• " 0 2r. S LGTH. PT /7.41pr/147 FTG. .5113a Q 43 .'f 1 Pr 4.3Y p -1.73 T • T. s PE s 9 I 0 ad, 4 >L H. 9 • T 22.01 3 Pr 2).41 - -- FTG. .32'15 0 (1.8 � d PF 2.(0z fir -1.'12 T T 8 PE PT 24.L3 4 P4 at. .51 Fr . A�1,t,3 A 4 2513 2 LGH- s3 FTG. .5522 Q .l 0 2to.4 11� PF X1,71 Pv - 2.(08 TOT. 6 LGTH. PT a9.3q s R4PE � 21, 75 Fr 19 14 ,� FTG. . 9til'1 0 /20.0 r u - PF 9,53 ).r - 4. sV TOT. 1s LGTH. 8 PE PT 36.97 G P. 24. Ro P7 3[..R9 ►I Q 1.0 FTG . , G SOv Pr .5, 99 RI • 3.81 ----- o ls/, 0 1 a TOT. 8 PE 33. o G rrQ 311. - 2 ► T •- to r..GTH. '1.5- PT 1.2.31 1 Prt X12.31 ,� TG• t0 .211 0 /8sa. PF 'I, 23 Pv - a TOT. tits FTG . PE PF `14.5 L1 .►o PN LiA. at Q 0 TOT PE 0 1). a t ,.GTH. 8,1 PT 41(0.1'1 = "FTG. Oi85,2 'arm S , octal PF . 74 -TOT ►T - ►) Q.T 'LGTH. ' .1 'PT PE -3.91 '13.5G 4 1'T 43.s-6, K° ��, t� 423(..5.0 FTG. -12 PF ' i3 • Pv 3.1s• 'TOT al. 1 .3184 PE Pa </bAf t 0 3 IT -15 LGTH. 995 PT so.29 to . - tGY- t TG; ' , O 9 s. 5 1'H. ,/►. 0• Q . 0 2.1 P1F /0.7 0 PE PT (.o.R4 t1 Q 3► FTG. , n a t PF /o,24, TOT af.S PE 0LGTH. 'FTG. 3os Pr '1 t. 75 y 12 0 . II a 1 PF 3.41 3 'TOT. 30.s PE 0 /L% -s j.GTH aq PT 44,0 (� 3 fTG. s . Ira ► PF 3.8I 0 TOT. 34 PE o ► / LTE -s LGTH. L33 PT /8 'IC lq - .- .. . --TDP OF RISER • 'FTG. 5 . 1121 PF / s, ate, Q 0 3 Jr- L ;LGTH. TOT. t3$ i4, • PE PT 93,RLj /s FTG. is , Til PF 3.31 Q 3 , krr-5 TOT aq,s LGTH. /S PE PT crip5 i� - o 7 FTG. s . 11 o f PF 2.S9) Q TOT. R3 PE J o 1A1V-25" LGTH. al PT 19.63 TOM. PkEs Q 4 fr.v -a FTG• 611 . 0399 PF 3.`1S a- 90 TOT. 91 PE '1. 5R 17_ 4 `` PT 111.“0 4 REeh & FEs • • Y r CONTRACT_.NO NAME THE Boki R Ae__KS GRINNELL LOCATION K —F)4PTn2 FOR UPPER. ' LINE: #°SHEET I DATE . NOZZLE TYPE a LOCATION FLOW IN G.P.M. PIPE SIZE FITTING a DEVICES PIPE EQUIV. LENGTH ♦ FRICTION LOSS P.S.I./FT REQUIRED P.S.I. HYD. REF PT 0 ELEV. NOTES }6.- s,3q o LGTH: $ PT i g r A FIG. .10/ Q 21,S Pr /, ig TOT g PE '� o �I R LGTH. g PT r1, 69 R Pr MOT FTG- . H33 PF Lir At -.58 Q '!3A o �:.i I I TOT- s LGTH. g PE PT jR.az P.? 7G.44 ,P, /R, as _. � FTG. 1 . 2o1,1 O G2.. ► it PF 2,LIto Pa ''I.3a TQT F .PE p„ 14,10 CA a3 o LGTH. 8 PT 70.4,8 Pr 20, CA FTG. .53111 Q gel. o as.9 I N PF Al, )4 Psi -x:a3 TOT. S LGTH. u PE PT ;'1,49 E P, 19.')5 2431 �i , yu�1 0 11,4,3I 1� Pr -3.as . Pv - P. IS TOT. � P'd 22,1i JF z8.a• s o a�,9. LGTH. C� PT. ,r; 3.a F FTG. Goof, PF .+1.8o W - 3.3a - 0 1,11,R i s `TOT. F PE Pi/ a4.10 " C 30. t 17 -,a A.GTH. 1(.5 PT 33.oa t, Pr 33.0 - FTG- io . a s aS PF 3 AA, lir - - bit. a 121.3 o TOT pi.s LGTH• PE PT 3�,c,4 9 YN 31. a3 - Q . PF TG. OT. OT. PE o �TH. PT • K. 2s.2 a G. 0 TOT PE 0 LGTH. Pr 0 . ' TOT. PE o ,� LGTH. PT .'FTG; PF .�..._ . 0 . - : .TOT ,LGTH. . .._. PE o PT 0 FTG- PF TOT. PE o LGTH. PT FTG. PF 0 TOT. PE o .L.GTH PT FTG. PF 0 TOT. PE o LGTH• - , PT FTG- PF - Q TOT. PE _ o ► ,LGTH. `PT . FTG- PF Q TOT PE o LG H. PT FTG- PF 0 TOT. PE o LGTH. PT FTG• PF Q TOT. PE PT K 'S • CONTRACT NO• , NAME 7-14C . Bon Q./111 GRINNELL LOCATION Fi?xcrrbn ILOss Tr,/ LTAI{sS TUKWLCA ,R.: A • ar U X141 SHEET NO �' QF t . DATE VELICiT1,1 P, ESSL)N ►: NOZZLE TYPE a LOCATION FLOW IN • G.P.M. o PIPE SIZE FITTING 8t DEVICES PIPE EQUIV. LENGTH LGTH. r1 FRICTION LOSS P.S.I./FT REQUIRED P.S.I. j T /Gays HYD. REF PT 0 ELEV. NOTES if,: .57z1 FTG. is-2,/PE /,aa Q 21.9 / TOT 8 . Q ai LGTH. 8 PT )949 Ft -/7.0,9 FTG- 4 SII3o Pr 413�i Pv -1,93 Q 43,1i I `TOT. S F . PE ,o1 P, 4. isij p� o ;4,4 G. 3275 Pr a ...PT -1. faQ (e7, S ! Y TOT g • PE PT ;q►.�3 Air 2,5-1 Pr 2�1. G 3 Q26.3 LGTH. S FTG• SB{3 o PE 4. II tar -2,1 5 Q 9 3.1 Q �t.g y ,tQT. LGTH. 8 . . PT (29.31 14 21, 4s Pr 24,31 FTG. . ?/1/7 Pr 7,5 3 Pv -4.4-4 -- - Q lao, o / ry TOT. S PE R; 24 R 31 0 LGTH. g ,�QDo PT. 36,.9 . Pr 31.,8'1 FTG. PF SA11 Po -3.61 Q 81, o I / z TOT. b PE Pa o 34. . Jr -0 (.GTH.�S. s . PT "1x.31 ' .33.0C,� Pr /.7.31 . TG• /o .af12 PF n 23 Pv -.1,10 --- y Q /85,a Q TOT.Z8 5 OTPF PE • --51.4.4/--51.4.4/--51.4.4/16 P,..' Flo.1 t 0 FTG. _' OT. PE p 1 a s 1..GTH. R,7 . met PT 53.5q "/8 -_ FTG PF .1e) Q ius.a TOT P,7 PE -3.9/ u P 8.7' X= ai, a o o /6o. i ' aa IT -Ia LGTH. ., q • 31qq PT S0.6'6 14 Pr sv.se, --- 'FTG. `TOT .1a PF (0,7s P 3a41 Q 366.( ai.t PE RAF 49,0. p 3 . - 1T - 15 LGTH. 53 •(19 . _ PT 57.31 20 _. _- �_..__. fi _ _ t /-v - 1 "FTG RD PF 1, 'I l Q- . 1, . 'LGTH. TOT .•- 4 PE _. o 1 3 11.s . 112 q 112 ,1 PT i55.01 it "FTG• PF /0.2g Q . TOT 9 t, s LGT`H• 30.5 PE PT '15,35 1 ) p PF 3 Al.3 Q ° 3 oFTG. TOT. 30,s- , PE o 1crE--s•_LGTH a9 PT 78,78 I I ,FTG.. S ,. I I") q PF 3.43a 0 .r 3 TOT- 3t1 PE o //rs - s ,LGTH• 133 PT RL,G) ►+� FTG- s I) a (.I PF 1551 TOT 138 , PE • o , IT - is J.GTH. 144 PT 18.11 15 FTG. is 1 i ac! PF 3,3a 0 it TOT a9.s , PE o - ' 1LTE-s .L H. IP . _ -T )(DI. 3 IG TDP of R1sFt FTG- 5 I f2 c; PF 2. S71 Q ' TOT •P, S PE o /ALu-ls LGTH. P.1 PT )01-1.0 I. J'Z 4•------_ To ?AL ARES.&. 1 (,1)--a FTG• LI , 04100 Pr 3.1(1 Q „ 2.1 - It TOT. et 'I PE '1s8 /1' L? PT LIS. P—I - , 4 R a. li a F 5 CONTRAC,T.:.;NO NAME GRINNELL LOCATION KFA(1-roR. Fa ,2 UPPER Lakt RA* a SHEET -NO OP- ' -- DATE - v- 3-18.. NOZZLE TYPE 8 LOCATION 1. FLOW IN G.P. M. PIPE SIZE FITTING a DEVICES PIPE EQUIV. LENGTH FRICTION LOSS P.S.I./FT REQUIRED P.S.I. HYD. REF. PT 0 ELEV. NOTES K= 5.34 0 � S � 'T lt,Rq FTG. /119 " 0 21.5 / PF Lie i8 . TOT. S PE 0 a l.� LGTH. B PT 19.0 9 R e, 17,01 7 FTG. . IN 33 Q '43,'i I Y PF ids' S p4 -; SA - TOT. 8 PE P4 /4,q/ IB.a� ,.. �� 0 a�,a LGTH. .$ PT is.),r G. .3t77`i Q.45.t, 1Y Pr 2.4(0j Kr -L3a TT��T 8 PT ao,�8 ) /G.Ro i, o,G,8 _ '' 4 a3•D 'LGTH. e FTG. . 53t,1 Q 8s. � /I� PF 4.a t Pv -.1,4/z , TOT. 8 PE pg /8, a 5 ,� 0 a5.'1 LGTH. 8 PT 2 4 99 O . a` 2 9.99 FTG. . got.' 0 l/4.3 / 2 PF 3.25 J., - TOT. s i-GTH. 8 PE PT. 28 .k , F _, 22,1 9 Pr a a..)), Q (26.9 FTG. . (&)(, 'PF .'/. o as "3,3,2 _ O/4//. a / Z TOT. 8 PE N ail. i o " Q 30, n --/o ..GTH..28.s PT 33.oa G, fr 33,41 2 FTG- v. . 255 _ Q /9/. 2 Pr q.') a Po -/.9`l _ 'TOT 38.s PE P,, I. (p S Q --GTh- PT .)a.')4 II FTG- .. PF TOT. PE 0 '-- -.6TH. PT 1 m K. 2.1,.-ao TOT PF 0 o .LF.GTGH. pi. Q . TOT. PE o LGTH. pT a 0 FTG;F - JOT. PE 0 ,LGTH. PT 0 FTG. PF TOT . PE 0 LGTH. Pr FTG. PF Q 'TOT. PE 0 LGTH PT FTG. PF Q TOT. PE 0 LGTH- PT FTG- PF Q TOT. PE 0 LGTH- PT FTG. Pr Q :TOT. .._ PE 0 LGTH. PT FTG. PF Q TOT. PE . o LGTH. PT FTG. PF O TOT. .PE PT CONTRACT N0. NAME r -rHe En LOCATION F-RIaIMJ L GRIN.NELL i K trom�LT DJ .SHEET NO. g .0E, Iry , , DATE a:. r - NOZZLE TYPE 81 LOCATION FLOW IN G.P.M. PIPE SIZE FITTING 8 DEVICES PIPE EQUIV. LENGTH - FRICTION LOSS P.S.I./FT REQUIRED P.S.I. HYD. REF PT 0 ELEV. NOTES X 5,39 o LGTH. g PT /G,45 T FTG.PF Q ail' /, as TOT s .I5.21 PE o 21.5 LGTH. P PT /1,61 Pr 11,64, FTG.. . st136 Q 93,4 Q 211LGTH. 1 Pr 4,311 Pv -1.93 'TOT. S P PE PT 21,01 PN /5,94- Pi as -DE 1k Cos u - FTG. I, f 8910 Q 4 �, 3 I PIF 4,So TOT. 8 LOTH. PE PT 31St - per 19,1(:, Pr 31.Sr Q Z8,' as Q 9s. a I14 4,10 " P,,, -o I JOT. S .(O 1 N Q 30, 2 LGTH. 8 PT 3(,,,1 I Pr 34,4I FTTOG. I,Uai3 0 175,41 11� PF 6.0 IN, -4.g, a PE Rs 3h(S- P 4N,ss . n o .3�a ` LI, IT -e LGTH. 40. PT. 44,s8 1 FTG • 6 tis -3q Q 1 I� PF . 4,`1 a Pyr -4,2.5. TOT. ia,6 PE : PR lib.33 • Q LGTH- PT 54.6o --- - _ TG- - Q p a 7 PF T. ,TOT. 8.1 , . DO() PE PT 5'.4.0D - — -0--)I s9.t. FTG. Pr .Lo- a:3`� 'TOT. e,7 PE - x,119 4f= a2.1II Q i5L.0 t a a . • ll.GTH. 9.1 , a43� 1 PT 50.13 TO, B3 _ =_- • FTG Up ..r«. Q 315.10 PF Sao i - z.3v TOT. 21,1 PE O. N4 Q,LGTH- - I q _bxs� Pr 55.97 - ------ , - FTG - 0 PF 1.03- 'TOT t�. PE Pr s�, o G.03� o SIS,0 1Gii- I LOTH. 1Is • PT 51, DO 1 Pv - (, V9 __'__ ....y 3 .i -r -Is "FTG; it,, ..,,:. ..Q nor.‘ . io PF 4.3o g, ss.ii .� _ TOT ns- 0 PE 0 PT 63.30 I'r • 3 pLGTH.3o.5 - ,FTG. _. O l 0 9 i, PF 3,34 ' TOT 3o.5 PE Q !LTE -s ,LGTH. al PT W,,,6+� f• 0 li 3 FTG• s I t% PF ',') 3 TOT. 3q PE 0 f LTE- -5 j,GTH /-3'L PT `10.31 rl1 v 3 ,FTG. , 5 1 o .1o9l, PF IS .13 TOT. i34PE p 1T-15 ,LGTH. /45 1 PT B5,S0 1s` 3' FTG- is1 0 `' o oq% PF 3.23 • r �.�rs -5 ,LGTH. TOT Aq.S ,- iR PE PT sa.'7 s IG, 3 - FTG• 5 Q „ .104, PF 2,s -a TOT. a3 PE o IALv-as LG If a1 •T tI.a� Pi - 5 41 I(4- a FIG- . 0 03p6,c0 o 0390 PF 3,49 2T- 40 _TOT. 4LL LGTH. . PE 153 PT'Ioa. Sp - TOTAL FRES Rea 3) @ 14 Q TOT PF PT .• 4 CONTRAC, LNO. NAME THE L.IIo id • LOCATION K- rACTOR r -tee GRINNELL tea.. , ,t .:, ;.�.., t:� ..w. -- - BEET -NO: OF . ..... P�_c GgTLI -DATE UPPER LINE NOZZLE TYPE 8 LOCATION FLOW IN G. P. M. PIPE SIZE FITTING a DEVICES PIPE EQUIV. LENGTH - FRICTION LOSS P.S.I.%FT REQUIRED P.S.I. HYD. REF PT 0 ELEV. NOTES Ka 5.3? o LGTH. A )T 44.45 - FTG. -2q Q 21,1 I PF /,; TOT. SPE ,I5 p 2 t. S LGTH. 9 PT 19, 67 Rr I j,G9 FTG. 51130 PF y, 3) P -1.73 • Q y3.y I . `TOT. S , PE N ts,R4- " o )4;4LGTH. 3 'PT gaol Pr aloi TOTT, Q G1. B 4X5,3 IN I 1. �1 LGTH: .3215 P PT 24,63 PA. 20,6'9 Pt z'U3 k FTG. 5esg Q 93,1 o 2t..1LGTH. 114 PF Ai,4 I P -1,6S ,IOT. B e PE PT x4,34 Pa .2I,1 s 4- n 3q u FTG. .i,417 PF 1,51 - AI.s4 Q t2b,o i I4 I'a Ir- $ TOT. B GTN. 4s PE PT. 3 ,97 qp 2,4.13o Pr 3(,Pi Ti p 31,0 FTG. 9 "00 PF .6,5o Pv - a,Pr - d Q is -ho I TOT. Ia.s . PE Po 33.0 o LGTH. PT 1.15.V/ K� a.�t FTG. PF Q Q LGTH. PET PT _ Q TOT. PE p LGTH. PT -_ FTG. PF Q "TOT .LGTH. PE PT p FTG- PF 0 'TOT PE o ► I LGTH. PT ... ,FTG. - PF — Q _ TOT _ .. Pf o ► PT ; 'LGTH. PT Q ,, TOT PE p 1 .LGTH. PT FTG. PF Q 'TOT. PE o I LGTH PT - — -_ ,FTG. PF Q TOT- PE PT - FTG. PF 0- TOT PE 0 1 LGTH. PT r _ FTG. 1 Pr - Q : -,'TOT _ PE E o LGH. PT- FTG. PF , 0_ TOT. PE o LGTH. PT FTG- Pi: 0 TOT. PE PT .• CONTRACT NO. NAME , Tit u:on LOCATION rPICTr6Al GRINNELL A zon y ,t :. r . --.SHEET NO OF., t,� CtwNE rr>5tb t `3 t:_ _DATE Ln 55Fs NOZZLE TYPE 8 LOCATION FLOW IN G.P.M. '0 PIPE SIZE FITTING a DEVICES PIPE EQUIV. LENGTH - LGTH-. g- FRICTION LOSS P.S.I./FT REQUIRED P.S.I. Pr /C0.145 HYD. REF PT 0 ELEV. NOTES K = 5,31 FTG. . <sa7 Q al.1 I PF i. as TOT. C PE 'f - Q RIS LGTH. 3 PT 1116,7 Ti 19. L2 Q 11s.� 0 074 , i1. I FTG. .5�13o PF X1,34 pU -1.93 TOT. ,LGTH. B PE PT 22,01 Pit Js.94- P; aa,ot - .-_. _ '' FTG. . 321s- 0 (44,e1�I PF ,1.1 PJ - I.lf a TILT. 9 PE PT 24.[03 13r 26,s9 2.11( (03 o Q 26.3Pr LGTH. 8 fIG. , 388'8 Q 93, t ti PF 90/ N -a,c41 TOT. 8 LGTH. 8PT PE �', 6,1 A1.45 Q X6.9 FTG. 94t9 0 I ao. o I I P s3 Ls I - - TOT. B LGTH. R PE PT. 310. R? _ f,.r 7,4.90 Pr 310,$'1 uQ 31 .d FTG. Q Si. h Ja ,(0800 pr S, ql ' Pv - leiJ TOT. R PE_ 1I n.o. — ' Q 32. I I ,.GTH. / G, 191.3 PT 42.31 Pr 4a, 31 _ .A 7 Q183.4) Q FIG. Pr 15,1.2 fP,j -s,(,3 IT -Jo TOT. Ito GTH. ,2,c PE PT 5'1,9 3 F.1 30.4 g ATG. 10 42/83. C, ,.l.D'')I PF -3 Si TOT. as" PE Q _GTH. Pr Cl. S2 FTG. 'Q PF TOT PE - - 0 a 2 'LATH. R. q PT C, t , s a -------- - - - - - FTG. 0/83t, o8g5 PF - .78 • TOT 8,7' PE -3.29 1* 9.7` K �1..0� Q 193.3 IT -12 LGTH. R. t FTG; 12 PT 58.53 Pr S8,s3 a �_ • Q 394.9 . 33d�1 Pr - IA Pv =3.33 `TOT .-It.5" .. PE ., lei Cr, Zo .. 0 IT - Is ..LGTH. 44,5 PT roS. U? Q �, 3 1r_g-1 TG- /1. .II89 PF 9 R TOT. f11,5 PE 0 1crr-s 'FTG. LGTH. ?j Pr 7s.gR 13 0 " 3 s . 1189 PF #. o 9 TOT 3g PE 0 /L7cs-S ..4TH Jai PT 19.Sa iq FTG. s TOT. i. -3g , l► 84 R.I Q PE • o IT -1 5 )..GTH. Hs PT 15.13 IS . FTG- is' .1151 Pr 3,so Q '! 0 1LTe-s j,GTH. TOT. •al.s U; PE PT 91.43 1(0 = 3' FTG. 5 :IV PF x.73 - Q '' ' TOT 23 LGTH. art PE PT. /0a , J4, 17 o IAa..v -.�7 ►cv - a FTG- (47 . U4z3 PF 3,98 0 37F'1 aT - 40 TOT. 9'1 PE 1, Se. o LGTH. PT II2JY3. ---. -3 TDTA I PRE I Ea'D Q. F45 Q FTG. PF TOT. PE Pr' CONTRACT NO. • GRINNELL SHEET NO=.OF NAME .. rug � �( !� CK L° j�Vl4�('7�1f 13 DATE r LOCATION FALTvFo R UPPt k Lrn1 E. NOZZLE TYPE 8 OCATION FLOW IN G.P.M. PIPE SIZE FITTING a DEVICES PIPE EQUIV. LENGTH • FRICTION LOSS P.S.I./FT REQUIRED P.S.I. HYD. REF P 0 ELEV. NOTES it= 5,34 Q ■ 'T ►, 021,4 I FTG. PF t, TOT S • Is.z7 PE 1' Q �I,S GTH. a PT MO Pr 17,67 TG- , 5-1I30 4,34 -1,Ts 0 93,E Q a 51 8 GTH. . Pe PE PT 22.61 P4 P.-2.,51 (s,9 4 u TG. ,3a9s PF 2•Cz Pe - 1,4a 0 64,i3 H -i���_ _ PE PI ;0.5i a S ' T ?A (.' r- . 71 . 588g 0 /3,/ 114 PF ?, 91 Ri - al's i OT. R Pyr r, 71.9 (u 29,3 • GTH..8 PT ?9.3) = TG. . gLj 17 ' F 743 hi -4.51 — -- - • (a0,0 • 31, a 1 14 12 OT. t GTH. PE PT. , .• Pa 240 ,. &goo - .s,yy Pv - 3e ( • /51. 0 OT. PE . 13i n.of.,, . • ,, Q 3`1 a a 1"-- o _ T . PT 112.3s Pr WI PP R.31 Pv - 2 1 n Q IBS.a T. 28,s' .29)7 PE lid . 16a1 Q GTH. PT S . GAD V _ _ __ a.,,- 0 T. T PF � OT. PE Q TH. . PT k= 2�,o z TG- Pr TOT PE 0 LGTH- PT ___ -- '-- PR_ OT PE 0 LGTH. PT •- _ --___..___ ,a.; FTG: PF OT .... PE .. LT.. PT FTG- PF ' TOT PE o LGTH. Pr . V - FTG. PF 0 TOT. PE • 0 TH PF Q o � TOT. PE P �FTG`� PF -- _ 0 TOT PE •o GTH. PT . FTG. - PF Q i TOT. PE Q _ FG. G. PF 0 o � TOT. LGTH. PE PT FTG. Pr 0 TOT. PE PT li08114117111157.5410 LREE-r to OF 16 • CUSTOMER ORDER OR CONT. No DRAWN BY -'DATE JOB NAME REVISED BY DATE 5 KE TLN OF IS' WTI F J R PB RAC( THIS gEA1 NDT -.►,X is Nis FLDWEI 5 KET1_ 14 OF 30' W%D E LAPPET RAe it FOR MATERIALS AND OPERATIONS SEE SKETCH No. REV PIPE REF. DRW'G. Nos. MARK No. SKETCH No. REV. STEEL /PAINTED IN U.S.A. ..• µ t - CONTRACT, NP. .4. _T NAME : THE Stn► LOCATION F2'YCTIDAl GRINNE-LL a- SHEET NQ 143 s' wr.b IRP,P,!T RACr( ;;. DATE LOSSES NOZZLE TYPE 8 LOCATION FLOW IN G.P.M. PIPE SIZE FITTING 8 DEVICES PIPE EQUIV. LENGTH ACTH. to FRICTION LOSS P.S.I./FT REQUIRED 0 NOTES IC= S',5-(0 Q FTG. PF I, s1 Q 21,9 J TOT to .15•oco pE ►► Q X.S. 1 ' -S LGTH. 3. PT I�.�� 8 Pc It,,7y 5384 PE X1,31 I 1,93 Q 4/3.z • - TOT 0 pr PN sot- QGTT. . 1. o CFTG Q TOT. pE Q 'LGTH.- . FTG. PF K= 9,14a Q JOT. PE Q - LGTH. 8 . 539t1 21.05 . C FTG. ' F '1 3 I Q 43,a TOT. A PE K= 7,4 a 4 lis . I r5341 i ' ...GTH. , o PT.. , s ,A FTG. PF 5,3U f' -x.41 Q 88.3 TOT. LoPE ._ P a).4 s it Q /%9. z I / 4 „GIN. to 1.1 ?88 PT 30,90 E Pr 30.')o _ c'TG- PF II, I/ P -5.68 Q 135.5 - TOT. Lo pE 2 Q 5'/ I a. _GTH. to 1.111.31 ' T 4x.4 F Pr 1TG• PF 10.(�a .- 61 - ,,.R Q 'M.3 3 TOT. id PE xrq; .l Q .`5.4 / I a a ..GTH. 4c„€. , 53?5 . ttai (T � ` 'FTG. to PF . Pd - .a Q a58•a 1E - (0 TOT V%, 5. �..GTH- 18. o f PE PT .39 N Pa . lief , OS' o -i -r -r1 -ETG• -18. --LOS- . — - rY — - - Q 2s ea TOT -1„ PE o 1 tGV-1 LGTH. US .ILEI 10o.41 1 FTG- 1 ,'F ,t. ---N-- o 3 ILTE -s LGTH. Ig . D54I PT IO1.0R No TTG- s PF 1,3G _ — ^ = iO se. TOT 23 PE o 1 IALV -1S _LGTH. al . ©a►0 PT lo$.'.1W I? -. eR, PF .1.91 ToP or RT it,v -1._ .FTG. 0 Q 258,2 XT - 40 TOT. q/ PE 3.45 9 Iia o „LGTH PT nLl .3(o PF TOTAL. - PRgS REQ% a. FI'S . QT TOT. PE o -FTG. PF Q TOT. PE oGTH• - PT TG. PF Q - _- 1 -OT PE o•• r- FTGH PF 0 TOT. PE o LGTH. PT FTG. PF TOT. PE PT GRINNELL CONTRAQr NO. •: : ��r.:,.. - SHEET~ NO OF.#;�_ NAME - ~ 6b1.1 11AC_1( La' vltr'�.r .._.. ,G, .K_.. DATE LOCATION t.--R'r O_T io 1\1 1 DSS ES -1 NOZZLE TYPE a LOCATION FLOW IN G.P.M. o PIPE SIZE FITTING a DEVICES PIPE EQUIV. LENGTH LGTH. e FTG. FRICTION LOSS P.S.I./FT 11(cs REQUIRED P.S.I. .El_ a1,.BR HYD. -, REF PT 0 �� ELEV.. NOTES PRrS. TN temElt Q t1:c.S a PF ,, I'D MErr Mail. TOT 8 . PE - PRE5. @. U K. .'� o 43:0 LGTH. 2. PT 2'1,q1 F Fr .22.81 FTG- .2137 • - Q156.0 a 213, a . PF .:13 • t v —I: so TOT. . 2 L.GTH. (f, 5 PE PT 23.x4 6 PAI a 1.31 I r a3,a� -- .._-- Q.IR9.a a 2.61 -2.413 TOT 6 �I.GTH. q,s :33FTG. PE PTas.as 14 p a� 91 Pr 25.25 I' Q 414.1 FTG. , �SSa 02,12.1 a PF 2.1s w --3.0 21.6P JOT. Li. T PE K- '17L Q aa.1� 17-,o LGTH. .�- 10, PT a'i,a 3 L ,. 'r .27,ck , FTG. io s7 is 0264.'1 -' PF a8.R" Rt -q,s1-1 _ -.. ILTe-•-4 TOT. So.S LGTH. IR.o PE PT 54.3(e 5 PA1 23.n4 Q 1T -r. FTG. Hp 1765 PF (0,0/ 0 a2 TOT. sq .0 ,PE - Q ,1 z ler- is ,_GTH. 23,5 PT U.41 a K _ 6 Q icw -1 FTG. 1.- Pr 661 r OT 3(,,s'PE ,1785 Q N 3 IT - IS 1..GTH. 11,5 PT (20.2 3 IS' - r.. t Q IFTG. i PF 1,85 TOT. ai,5 .0(.71 PE a I' . 3 IL -re -S ,.GTH.. 1R PT? 0,9 S ►4. ;FTG. s Q , 04,71 PF I,4y TOT 93 • PE a ' = i,) - ocas-as .LGTH. a- PT 1?a.a a /7 0 :-tc v- a FTG- (r DFT TOP R 1 - Q 2U,,'1- , 0a.a3 PF 2.10— - - --T-'►o . TOT. 9ti PE 3.9s UP 9- s`A o • LGTH. PT? P. k7 TOTAL P REs. R -T-2:1- & F FTG=PF Q'. . _ TOT -r; - -Y....._. PE ., PT 0 FTG. • PF TOT. PE o "FTG. LGTH. Pr Q PF ' TOT. PE _ 0 ,LGTH PT - FTG. PF. ' 0 _.- TOT- PE . o LGTH- - PT FTG- PF 0 TOT. PE _ - oLGTH. PT Y -- FIG- PF 0 - 'TOT V LGTH. PE PT G O FTG- PF TOT. PE o LGTH. PT V 0 FTG- PF TOT. PE PT •�` GRINNELL CONTRAC .- N04 .r . ;. ,. • - •, 2,. ..a ;.....,,.�.. K-- EET' NO _►, .; 61 NAME THE lanai 3Q' W2{EE = CARPTr &AK - DATE LOCATION FRZ@71TA/I Lore 4 K rae - RS NOZZLE TYPE a LOCATION FLOW IN G.P.M. PIPE SIZE FITTING a •EVICES PIPE EQUIV. LENGTH FRICTION LOSS P.S.I./FT REQUIRED P.S.I. HYD. REF PT 0 ELEV. NOTES • rif ! I. o _ FTG. ISDG Q al.i 1 Pr hs'► TOT o, PE • o at, 5 GTH. 2.5 PT t104 t3 Pr 11.14 . E12 Q N3 a p 1 Pr 4,04 • IN -1.73 OT. ?.,s GTH. PE PT Pm 'ism 0 QT PE -- K. '15 B q GTH. • T 0 PE t NeP� KY ►1.?g OT. 0 GTH. t PT /Coo PF t,►R • .s Mil-. / � OT. 8 ./q85 PE -- GTH. a PT. • " 18, s f" / FTG • / I 1 Pr t. Mil il p. e, kr IS OT. to . 1 PE f! P,P /6.6, I _ o TH. .s PT VI . ‘3 Pr ►t 63 _ 31x7 Pr a . Q G5.9 I q OT. P,5 ��P ►ta, act • GTH. PT ao.. r IIS ill 6/i . PF OT. PE • TH.PT e 2418 Psi FLOW _ L,,(, 7 oil TG. PF TOT PE LGTH. P rTA� mow o LGTH. . T )041.6lGPM FTG; •�• OT_ PE PF - FTG PF o TOT. LGTH. PE_ PT Q F G. -F TOT. PE p TH PF 0 TOT. PE Q • PT FTG. PF TOT PE 0 . TH. t PT FTG. Q o Pr TOT. . FTG.PTF Q � TOT. LGTH. PE PT o FTG. 0 PF TOT. PE PT ,J 'I- 4. t • GRINNELL CONTRA.CI.,NO., oomairemermwrat1.40(400.0 r- - • -;11.4 t - • rr-- • NAME!, • - TgE Bog LOCATION K FACT ft rot? DATE., NOZZLE TYPE a LOCATION FLOW IN G.P.M. PIPE SIZE FITTING a DEVICES PIPE EQUIV. LENGTH •P.S.I./FT FRICTION LOSS REQUIRED P.S.I. HYD. REF.PT .0 ELEV. NOTES If IT A"..SC, 0 I r- 5 LGTH. ..s- PT /3-. 0 o FTG. 6- IL,Z 0 21,5 „ PF 8 9 TOT. . (3 - O LGTH. PT /5.8/ FTG. PF TOT. PE o LGTH. PT FTG. 0 Q Pr TOT. thr-H. PE PT CTG. 0 PF , ,TOT. LGTH. PE PT 0• FTG. O o PF TOT. Lam. PE PT. FTG. Pr.Q TOT. PE D -. o_GTH. PT CTG. , PF Q TOT. PE 0 . . , GTH. PT . _ Q o t_tTG. PF TOT. _6TH. PE PT rFTG. Pr 0 CI,LGTH. 'TOT. - PE PT FTG. . 0 - PF 'TOT - - 43 - LGTH. Ptr ' 'FTG; PF 'FTG. LGTH. PT o 0 o PF 'TOT. 1LGTH. PT FTG. Pr 0 TOT. PE o _LGTH PT - FTG. PF 0 'TOT. PE 0 LGTH. - PT -FTG. - PF 'TOT. PE o - ',LATH. PT , FTG. - _ Pr 0 ._ 'WTI{ TOT. _ - PE o PT -FTG. PF 0 TOT. PE o LGTH. PT FTG. PF TOT. YE Pr 5tt>~I✓r L DF 19 GRIMM FmE PR�fWflON MEE (NZ 1NC. • NAME fl1• /884 LOCATION TUKWTLR HYDRAULIC DESIGN INFORMATIO BUILDING 11.5 Tit LSU r r&N CONTRACTOR CALCULATED BY CONSTRUCTION: ❑ COMBUSTIBLE ❑ NON-COMBUSTIBLE OCCUPANCY P.A e6 EET DATE a- g- 7g SrEvE _bat LE hall -ant SYSTEM NO. 2 CONTRACT NO. 'If. 1)5 1PAG A� DRAWING NO. S ANfi !', CEILING HEIGHT FT. • SYSTEM DESIGN ❑ NFPA 13: ❑ LT. HAZ. [] NFPA 231 0 NFPA 231C: ❑ OTHER (Specify) O SPECIFIC RULING ORD. HAZ. GP. ❑ 1 ❑ 2 0 3 FIGURE ; CURVE 0 EX. HAZ. MADE BY DATE AREA OF SPRINKLER OPERATION IS PST e DENSITY SAID 14' W/ I AREA PER SPRINKLER Iti NFAneN HOSE ALLOWANCE GPM: INSIDE >;LJ)W 13,14 - HOSE ALLOWANCE GPM: OUTSIDE RACK SPRINKLER ALLOWANCE SYSTEM TYPE I WET ❑ DRY ❑ DELUGE ❑ PRE -ACTION SPRINKLER OR NOZZLE MAKE I &TFJAJELL MODEL .bU R A SIZE Va K -FACTOR __5.56o . ______ TEMPERATURE RATING CALCULATION SUMMARY GPM REQUIRED 314 g "C" FACTOR USED: PSI REQUIRED 86 ,411 • AT BASE OF RISER . OVERHEAD fad . UNDERGROUND WATER SUPPLY COMMODITY STORAGE }'LATER FLOW TFST DATE & TIME I STATIC PSI Jail j RESIDUAL PSI 0- GPM FLOWING 1E80 I ELEVATION LAME AS rim() LOCATION SOURCE OF INFORMATION COMMODI TY_ STORAGE HEIGHT PUMP DATA RATED CAPACITY AT PSI ELEVATION TANK OR RESERVOIR • CAPACITY ELEVATION WELL FLOW GPM 003 pp CUSS STORAGE METHOD: SOLID PILED WN ,hFr�MAF ��Z 0NL �, Lir:4X ION AJRGt . 1 DTH AREA U cc ❑ SINGLE ROW 0 CONVENT! O DOUBLE ROW 0 SLAVE PAL ❑ MULTIPLE ROW Vpl PALLETIZED. �� ANl` t c 0 4►UTdMA't'IC STORAG ❑ ENCAPSULATED Epi .7v� -1 ` h ❑ SOt�(.� SHELVING 0 NON- p��('�C'©Ntiter ENCAPSULATED r, Ot `\vr,� r \n L NA,O'1 �a = 3 SAGE TO CEILING co - .•;` FT. C/if1 IN. ACK FLUE SPACING IN INCHES LONGITUDINAL TRANSVERSE HORIZONTAL BARRIERS PROVIDED C�ti� • GRINNELL N'•85 GRAPH CONTRACT NO. NAME: TH 12nnt R ACk'S SHEET NO._2.:_OF Ib SYSTEM NO. 3 ADDRESS: DATE: 2-'1-1 % O 0 Cst } m W 2I va 0 >- a a 2 0 MULTIPLY SCALE BY �. PSI a o r• ,n M + N1N1 r � i ; . HIM' IH' t i' ' ' r I X11 ; , ' 1 IIl r ! L� i ill Hu r'1' 1 L . NU II ' : t ; a '.+.+-' N�INN ; i IU�NNNIHNIII III I. !+_ i 11111 1HNN111N/NIIIINII1NN1 + ; 1 ,ININ ,,-- ;i 1111111111Gfl81N11111I111 1 ' r MINIM', 11111111U,NNIiuiiulw111 z ; ' 1 I ;1111 ! ' ; ' 11111111 ' , N , ;1111 I ` NNIIN/11NIIlIIININNw - Lr ! 7 1 r1111111111111111 milim;1 r i mN ' IMF I111111111N1!!Ii1 , ' ! I , i f , ; - t 11!11- , ' ? 11, 1 1111111IN1�1II 1 `' rt ' ' � IAII �: IV i F T ' ,, ,! i �I �/,111111111 ;.�; _� �I , � 11111 � i + , 7 111 11 It1111111w11r11 U11 • __,-T 1,1, f �N! iij !I , , , L: _._, , ,,'i i „ �" i, �NIIIIIII a- ' Hi. ' , , : 111111- . , �ulNnilMHO i � -i- �111111 11U11n r--- +t � 11111111M— r ;inl 1 nlln� 11111 ' i 't 11ni�lwin ' ' �--111 —,� X11 � • r 1IU1n:n .— . I i.} ! fi, 11 11111 111111111111 `� ;. I ; . 11!1111011111 - i �: 1 - ' 1 t i, 11111111111111■111■■ T ; �1 111111 '-. - i fi r, rr: i 1 �-, r - r . �A1 1 t' ■■uNu■i■Nn■■■■ E-4._.. ; r --IT-=t, � ' �11� n■■■1■n■■■n ti rT ► n■■ l r . 111■■ jr, ' +; n111111111111111111111111 i? n +- ,' 1111111111111 � F,• a 11111111111111/111110111 -- immou -. _ _ i 11111 11■1■1■ i 1 fi ._ +:_+: 1■■■ � -----•.- -- -r-_-------r.-:._ ! ' - --r r - r -1-, j ' 1111■■ t }i_ , a, 1 - dki i 1111■■ : - ■■■■■■o■■n■■■ r ; r neem■ �: � .,: - � (1 +; - = - T . _ - - ` - 4,i-, ' ' 111 III �� T� , i ' __. . �' .n ; ; q t .-- u :.i :� - ' Y ..1_ iT __-,4-0. , I Y __ __ _ H+ -_ - __ _ ...... . ... .. . . _ _-_-- - - - -. _ -.�. _._ L a � I t! //�� � -_ � __. .'-..� Nom! ' 7 71 � i - -_ _ -moi i i 7 m , •• UNININIELL CUSTOM ER ORDER OR CONT. NO JOB NAME 51.IE&Tr 3 or c DRAWN BY - DATE REVISED BY DATE X X X x X Y e 0 5 (ET L 1 OF LTNE3 FOR MATERIALS AND OPERATIONS SEE SKETCH No. REV • PIPE REF. DRW'G. Nos. MARK No. SKETCH No. REV STEEL PSI rm Ur U.S. S. GRINNELL CONTRACT NO. NAME T'4E BOA/ LOCATION FftrcT2on1 Loss vs! L rM .3 USrN6 SHEET NO.ILOF I° DATE 9- 9g uccocrTY PRESsuRe NOZZLE TYPE 8 LOCATION FLOW IN G.P.M. PIPE SIZE FITTING 8 DEVICES PIPE EQUIV. LENGTH - FRICTION LOSS P.S.I./FT ••PT REQUIRED P.S.I. HYD. REF PT 0 ELEV. NOTES K. s.34 0LGTH. P /C,,41.5I FTG. ' IS.7 Q a l. 9 I Pr halE TOT a . PE .r 0 RI. s'" LGTH. 0' PT MO Pr 17,G7 - , � S4 32. Q �J3.'� 0 2(1.4 I 4.3d N-173 � TOT. LGTH. 8 PE PT z .01 3 F4 1.5:49 Or a5o l .. " FTG. .3x75 Q 44,8 1 14 Pr a.Ga Ri -I.44 TQ PE PT 2.&1.63 qPr Pa 7049 A.63 u Q as --3 R FTG. FTG. 68s2 0 q3 I Q ae,.4r IIS PF ;1.71 P,, - .1.s SOT. 8 LGTH. S PE PT 29.34 _ s P,,, 21.4s , Pr 2.4,3, " .907 0 r2. o,o y PPq. s3 --d,s8F TOT. 8 LGTH. R PT. 36).87 1. 1EE �1 2.80 Pr 1L.e9; II Q 31.0 I FTG- - .to loo 'PF .L-,4 Pit - 3.81 Q /sr. o I a TOT. a PE 3,0 'r 0 3�i.a � 1T - 10 ,.GTH. sls PT 412.3I I f 2.31 PC ��, I o 0 /gS,a e 2.q 17 Pr 13.54 - 2,10 TOT '�G. S PE � �Pv Pyr *0,2. r Q r. GTH• PT ESA e s Q FTG. E TOT. P 0 1 2 a 6TH. P. 9 PT SS, Re • 8 _ FTG• 0409 PP 79 Q Ms-.). TOT. s.9 PE -3,74 ; i)' B,1' K. x$.1`3 Q 180 ► 0� � ►r- ►2 LGTH. 10 as PT 6-2.10 9 1 52.4o . IE= - I FTG- IG 0 36s.e .32..8x0 PF 8,412 • - Po- 3.14 'LGTH- a4. as, PE 41.1& 0 q IT -is LGTH- las PT G1.32 10 ,PA 3 I1A-1 "FTG; 1( 0 .Ila., PF q,14 TOT 6t,. s PE• O M IE - (A A.GTH. r3G 0 PT 1 t (o 1 0 3 FTG• G .-1)20 PF 1.5.99 TOT )0, PE Q w 'FTG. LGTH• aLs PT 01.05 I2. 0 1 . 11 PF 2A 2• TOT- a 1,s PE o n aLre- io I.GTH tag PT 59.119, 2 3 FTG. lb .113.(0 PF /5.105 Q TOT• 139 PE Q h IAI.Y - 25 2? PT 165.11 i 1 '4 Fa r64- 2 .GTH• TG- (01 .D4o( PF 3.r11 TOP of SER TOTAL PRE5. Q3(,S,B Q 2T -4D ,'TOT 1 q GTH• PE 'I, 58 PT // to 7 4 UP I'7-4." I FTG. .4 RahFE'S 0 TOT. PE o LGTH. Pr In'ea Is ELEV. vK Hal,14 ST )•IeAD O FTG- PF TOT. PE o LGTH. PT O FTG. PP ,TOT PE Pr • CONTRACT NO. NAME 1-1,1E Ba RACKS GRINNELL SYS LOCATION K FACTOR O R !OPER L.rNE- SHEET NO..5- OF_1 DATE NOZZLE TYPE 8 LOCATION FLOW IN G.P.M. 0 PIPE SIZE FITTING 8 DEVICES PIPE EQUIV. LENGTH - LGTH. 8 FRICTION LOSS P.S.I./FT w REQUIRED P.S.I. )T. 15.18 HYD. REEK 0 A ELEV. NOTES K= 5.34 FTG.18 ILI9°i 0 I.5 I PF TOT. 8 PE " p 1, 7LGTH. € PT 19,0 9. 3 Pr Mot) • pin 33 0 t13.I 1'`I Pr I , rc Pd TOT. 8 PT 10, 22 P. .,-.58 Pd tG,�9 4' Py I9.az . „ o a2.a LGTH. 9 - FTG. - 3a'! q 0 Ls:L 1l PF a . it Fki - 1.12 TAT. 8 PE PT 2.0,4,c1 1) Ah /(,,10 Pr Rom it Q a3o LGTH. s FTG. . s 3t�� Q eg.(� 1`� 4, a9 F17 - a. 43 TOT. 8 LGTH. 9 PT a d.9 7 E ' p ;8,a5 Pr 24.9'1 - 2.18 II o .25 FTG. .Inial fl //4,3 / 2 PF 3.2sR7 TOT.. 8 PE PT- akar F F.,22.91 Pr 2V 2) II Q ,26,q FTG. FTG • LOQ to PF . ICSH It - 3.32 Q/9/,2 Q 30 i /12 IT -ID TOT. g `.GTH. :24.5" PE PT. 33.02 G Pa 29.4P Pr 33.0 " Q /7/,3 2 FTG- iv .252.5 Pr 1I.1g Pr -I, 9? TOT. yG.5 LGTH. - PE PT 4,1.71° 9 P,', 31.23 Q FTG. 0 PF TOT. PE Ci ,, GTH. 'PT PT K= .25..60 FTG. PF 0 o TOT . _ LGTH. PE -- I Q . FTG. . PF . 'TOT PE o LGTH. , PT FTG= 0 PF TOT. . PE o ,LGTH. PT 0 FTG. PF 'TOT PE o LGTH. PT • 'FTG. PF 0 TOT. PE o LGTH Pr r FTG. PF Q TOT. PE o,LGTH. - PT FTG- - PF . Q . o 'TOT ,�.GTH. PE PT ' FTG. Pr Q TOT H ` PE o FTG.LGTPT PF 0 o ,TOT. LGTH. PE PT FTG- PF 0 TOT. PE PT GRINNELL CONTRACT NO.. NAME THE BON., Iiaex fvN1JfC7It & LOCATION EPIC -TIM L055ES SHEET NO.k...OF_ DATE NOZZLE TYPE 81 LOCATION FLOW IN G.P.M. PIPE SIZE FITTING S DEVICES PIPE EQUIV. LENGTH - FRICTION LOSS P.S.I./FT REQUIRED P.S.I. HYD. REF PT 0 ELEV. NOTES N- 5.39 LGTH.. P SPT i((- FTG.FTG., Q a1,9 I . 1,21 TOT. A 16-0 ' IS ° ' PE '' Q a1,S LGTH. 8 PT /1(.1 PT 17 VI FTC.- , 5'I30 Pr r1.3cl P., - 1.13 Q 013.4 I TOT. 8 R PE PT �a,o r P,� 15,111 Pr aa.o ti 0 a� Lf _3-GTH. FTG. . 3. ')5 r Q 4/1.5 1 14 Pr 2421i - 1.0 , TQT. 5 PE PT a4, 63 . 20,59 Pr 1'1.03 if Q 25 3 Q 9. 3 Al LGTH. � , 5888 PF .4,11 Pc. -i( TOT. g TOT. PE Ili 2O 5 U o olio. ` LGTH. S PT a.4. 3c1 , P- 21.34 FTC. 9�11'� 0 RD,o 11'� PF 1,s3 N. - 4,54I TOT. 8 t_GTH. 9 . PE PT, 3L.e1 Pi 24.80 Pr 310.97 - .g1' . A - 0 O 3I. o FTG. - Pr .s,(1.1 1 st. v I'1 _ TOT. g .(980o PE pt 33,d, 4 a 34.z 2 GTH. 4.5 PT 4).31 Pr Ufa 31 TG- io Q l S 5.2 . a9+1 Pr '1,23 PI =2. It • TOT. 14,s GTH. PE PT 44.c4 i Pic Flo. a I Q Q FTG. PF TOT. PE - 0 i79. 8 ti a a } a ,.GTH. P Pr aGsii ,FTG. . OVA Pr , 9? Q -as. 2 0 IT -i . TOT R.7 LGH- i4.25 'PT PE -3.1/ 413.5, , D A 43.11/ Pr 43.56, le- 28.;8 Q 3(4.0 o FTC. 12 .34M2 Pr i;.3q P,3. a aLTE- S TOT . x , aS LGTH. 9'I PE PT 51,13 ,8,1 'Jo.'14 I 'FTG.. s Q .318i Pr • a6, I S TOT ea PE 0 rt- is LGTH. a4 .s PT 7R .09 0 3 16v - 4 FTC- u . I111 PF 1' , 5 q1 TOT. s.lo,s PE o LGTH. vr,s Pr Sa.(Aa 11 Q 3 FTG. 1. I I a! PF 2:I1 1 TOT �I,s PE 0 21.7E -to ,LGTH /art Pr 8S. D3 13 3 FTG. 10 .1111 PF 15,58 0 TOT. ? 34 'PT PE o 1A1-11-.2.6- 2 7 i00.(0 I ' 1'4 e 1.v. • 16J -a j,GTH• TG• Wi .0399 PF 3.'15 of Rist it -TOTAL PRES. R; a`n L Fss 03GS.° 0 0 27 -Ito ,j,GTH. TOT. 9 4 PE 1.s8 PTII 1,9 N I1.`-1 1-----, FTG. Pr Q TOT LGTH. - PE PT o 'FTG. PF 0 TOT. PE o LGTH. PT FTG. PF 0 TOT._ _ PE . PT GRIN.NELL CONTRACT NO. NAME THE an la RACK NnitrGrI J @ K-FACTok Fah UPPER. L .ILIE LOCATION SHEET NO �OF _I_ DATE _ NOZZLE TYPE 8 LOCATION FLOW IN G.P.M. PIPE SIZE FITTING & DEVICES PIPE EQUIV. LENGTH FRICTION LOSS P.S.I./FT REQUIRED P.S.I. HYD. REF PT 0 ELEV. NOTES o LGTH. 8 PT 8-.8? V FTG. l9 Q21.3' I PF t, /P TOT. ,/,l PE Q a q LGTH. 8 PT M. 07 PT 17, o'1 -, FTG•PF I'I 33 I. t • Pe - Q q3.49 TOT. R . PE .5-s f)4 is .41 Q 2d.� LGTH. P, PT /a3.2a Pr /8.)). FTG. 309{ 0 b s.6 I 'I Pr 2.�I� RI — I, 31 "TOT. 0 • PE PT 2o.(oR PA/ /6, q c, P,- .26,60] Q 23.0 LGTH. FTG. s-3 t,T .0 8s.t„ Q 2S-,7 I y PF Ai.79 Pi - aA 3 JOT. 8 R , PE PT 24,9'7 i Pp' /R.as P424,11 FTG. FTG. , A(ob ( Q t/4,3 0 aG 9 II) Pr 3.2s Pv -- z.IR TOT. 8 LGTH. A ,PE PT. 28.21 PP 22.74 PT I x2.2? FTG • FTG. G 0 o 6, Pr . H. s o Pe .-3:32. Q Jail. a 2 II P . PE Pa z4.Q o 0 30.1 IT -/0 .GTH. ,4.s- PT 33.02 Pr? 33.02 3 0 111.3 FTG• /o 2.5. -,is' Pr 3.G6 Pr --/.74 TOT. Pb‘ GTH. , PE PT 34,69 , Pig 3:23 Q 0 TG. PF OT. PE . Q ` . 'PF � , FTG- o LGTH . PE , 0 TOT PE 0 LGTH. PT Q o FTG: PF TOT -PE H. ATG. 1PTPF Q PF "TOT PE o LGTH. PT 0 FTG. PF TOT. PE o . PT ► ,LGTH FTG. PF Q TOT. PE o LGTH. - PT FTG• I PF 0 o ► 'TOT ' PE PT ,LGTH. FTG. PF Q o TOT. LGTH. PE PT FTG. PF Q TOT. PE . o LGTH. PT FTG. PF Q _ TOT. PE PT CONTRACT NO. NAME THE abA1 LOCATION t=Rz LTi Om GRINNELL II.AcK LidtwEerrilL ,L€ 13 Lass r►J LIN ES SHEET NOiLOF. ,. DATE NOZZLE TYPE S LOCATION FLOW IN G.P.M. PIPE SIZE FITTING a DEVICES PIPE EQUIV. LENGTH . - FRICTION LOSS P.S.I./FT REQUIRED P.S.I. HYD. REF.PT 0 ELEV. NOTES K= 5.34 0 GTH. 8 FTG. . )5)1 PT !l4.4 5 Q a1,9 I PF I, a--. TOT 8 PE 0 21.1 LGTH. a PT . 0,61 H,- 71, 61 FTG. SLIM Q 1(3.4 1 PF 4.34 -1.13 (rOT. a a PE PT 22.01 15.94 Pr a�.ot " 0 24,�I FTG.H. 32% Q ?, I ��. PF az,/ RE -1,412 TOT 9 LGTH. 8 PT a'/.L3 P , q as,3 Q 13 .1 0 A.9 VIfTG. 58gg PF 4.71 a - a,(.8 JOT.8 LGTH. 8 PE PT X1,344 el 21.45 2 I. 34 P. - 4,s4 II 'TOG. 1‘119 Q r?o. 0 0 31 0 11�( PPf , s e LGTH. 8 PT. 3.81 , A 25,Bo Pr alp, 91 /I FTG. . (, Soo Q 151.0 11a PF . s.'I'1 P, .,, l p i TOT. 8 PE 33416 i' 0 34.2 IT -10 GTH.12.S PT 412.31 rP, PY 0.31 FTG- /o 1911 i Q /es.), 0 PF 4.5G. Po - 2, lo, T. 2.1.s _GTH. PE PT '18.8'1 � ,Pd go.1 FTG. Q PF TOT. PE 0 .GTH. 6.1 Olin 31 Rq PT 48.8q . 1 , FTG. Q %85.a 0 /So. ► PF . '79 a a 1T- la_ TOT 9.1 LGTH. ,4 s ' PE - 3.77 PT �Vs.89 )N 9,7' PT ifs; e? K= ?17.5-4 FTG- la Q 3(0.5C3 PF 8.3R -, W - 3.13 a TOT 2,6, as PE PN 4l1.1G, o �c_re--8 LGTH. 1,1 .3114 PT 54.21 y Q FTG; t PF 2 1 t ar- ,, TOT. "8 2_ - PE • o IT- 15 LGTH. ; FTG- ii. PT 80.4 (, O 3 I(V- 1 1121. PF a.5a TOT 4g PE 0 2u -OE - /o LGTH. tag PT 81,'18 L� Q 3 FTG. ►o . 11 n- PFIS,(oo TOT j?q PE 0 ALV -2S J.GTH a') PT 18.5 14I 4 ToP 4 i GV - a FTG. 6'1 .moo PF 3.% - of RISER Tom_ PRES. Q 3fa5,3 o 2T- 1b TOT 'H LGTH. - PE 9,SS PT.ta9,aa 1 w-6,... FTG• RErI'n @ F?S 0 'TOT. PE o .GTH. PT 111-l:zs TNS ELEV or uTca-IEST NaHD FTG. PF Q 'TOT LGTH. ' PE PT o FTG. PF 0_ TOT PE o LGTH. PT 0 FTG- PF TOT. PE PT 4 CONTRACT NO. NAME TOE 80 kJ LOCATION K -F/40704 GRINNELL SHEET NO 10 P.A6 ONAlg.A11-411, DATE • rtie VPPe LtAI, NOZZLE TYPE 8 LOCATION FLOW IN G. P. M. PIPE SIZE FITTING PIPE EQUIV. a LENGTH DEVICES FRICTION LOSS P.5.1./FT REQUIRED P.S.I. HYD. REF. PT ELEV. NOTES 0 GTH. € PT /589 ..- 0 2t.f FTG. ' la PF 1./P . TOT- 1:3 . ,14 ' ' PE Q g Li GTH. g PT 11 01 Pr /1. o'i .-• . , • ' TG. 114 33 0 =114 0 1: . Pit 1.4" • igu - SR OT. P GTH. R . PE PT 113.a. PJ t(..cli 13 Pr •/.):. - . TG. 309q ti 2.1L. et....z...u.z, OT. 45 GTH.- . ...-;.:g. p"E PT ;Zo.ta eg it, i (7 " — --i--;•-- '-- --ta-F- - Q -,-.2 Lo ._ , . - -- TG. :-.,!-- 3 C,T - --:.--- 0 I Pg - • t PF Atli Pi - Z4 3 PA1 lg. 25 i GT. .1 PE o 2K- 7 GTH. A PT .24,91 ...7)-r 74• 37 . • TG. 4041 :114 ,3 ! PF L25. Ai - gag •- OT. e GTH. 8 . • , 6 0 06, • PE PT. 28.). ep (nil . PT AS.14 P1 3 32. , 0 dC3 PF .1. qo Q M, a ilFTG I z OT. P. . PE Fii 2,1.qo 0ir;,.1 IT -10 GTH. a 5" PT 52.o:,' Pv 53.02 • TG. /0 ..5-; .i - 0 111.3 0 pp S.4e tor - 1,19 JTOT. 2a..s. GTH! PE PT 38.1b Pki 31 23 0 - TG. PF JJOT. PE Q LGTH. PT I<3= 21. s -Li FTG. PF '0 o TOT. LGTH. FT PT FTG. 0 PF TOT. PE Q LGTH. PT . FTG; Q PF TOT. • PE o LGTH. FTG. ,PT • 0 PF TOT. PE o LGTH. PT - FTG. PF 0 TOT. PE 0 LGTH PT • FT6. TOT. PF 0 PE 0 1...GTH. - PT FTG- pp Q TOT. PE 0 LGTH. PT FTG. PF O o TOT. LGTH. PE PT FTG. Pr TOT. PE o LGT H. Pr FTG . PF 0 TOT. Pg GRINNELL. - CONTRACT NO NAME 77/E itnRA�' i( LOCATION K FAC;r I? FDA - SHEET NO.1Q_OF JD DATE NOZZLE TYPE & LOCATION FLOW IN G. P. M. PIPE SIZE FITTING a DEVICES PIPE EQUIV. LENGTH - FRICTION LOSS P.S.I./FT REQUIRED P S.I. HYD. REF PT 0 ELEV. NOTES f. p IN • /r - s LGTH. .4- PT /3 .Ao FTG. £ /LZ Q ;!.S PF . 89 TOT. 5.5' LGTH..•' . P `PT 15.84 - r.c, � Q FTG.. • Q PF ' . K=. S.3 i TOT PE ` r,... Q LGTH. • 'Pr Q ,3- Pr -• TOT. -: PE Q r. PT . ,LGTH. FTG. - Q PF - (TOT. TOT. PE Pr p . FTG. .: . ' Pr . • TOT. PE . LGTH: PT 'FTG, Pr ' TOT. PE ..GTH. PT FTG. . Q PF -iOT PE Q LGTH. • PT . ATG. _ . PP- . TOT. PE . LGTH. - - Pr • 'FTG. 'TOT PF .. PE - Pr ,LGTH- ;FTG• Q PF TOT PE 0 ,LGTH. . PT - FTG. . 0 • PF "TOT- PE ' oG. PF Q TOT. • PE 0 LGTH. PT Q FTG. PF TOT. PE o STH Pr QFTG. PF 'TOT. PE o FTG. PF Q 'TOT PE c ;LGTH. PT — . FTG. PF 0 TOTS-- - 'LGTH. PE PT a FTG. . (0 PF TOT. PE 0 LGTH. Pr 0 FTG. PF • TOT. PE s,- illINE. 5HEFT L DFS S NAME LOCAT ION TN E 13.21 TU K iN ,LLA HYDRAULIC DESIGN INFORMATION SHEET BUILDING 'D1ST/trft)YroA/ I' EIJTER. CONTRACTOR CALCULATED BY STEVE 1:06.3)GE CONSTRUCTION: 0 COMBUSTIBLE OCCUPANCY DATE a- g`/ SYSTEM NO. 4 CONTRACT NO. 4/, 325"48$c, Aa R E AI THAI DRAWING NO. S At1'9 0 NON-COMBUSTIBLE CEILING HEIGHT FT. ❑ NFPA 13: O NFPA 231 ❑ OTHER (Specify) ❑ LT. HAZ. ❑ NFPA 231C: ORD. HAZ. GP. 0 1 0 2 0 3 FIGURE ; CURVE 0 EX- HAZ. D SPECIFIC RULING MADE BY DATE AREA OF SPRINKLER OPERATION W PsT END -DENSITY FAV AREA PER SPRINKLER 19 14E,� HOSE ALLOWANCE GPM: INSIDE FLou) Ii 1 HOSE ALLOWANCE GPM: OUTSIDE RACK SPRINKLER ALLOWANCE SYSTEM TYPE ® WET ❑ DRY ❑ DELUGE 0 PRE -ACTION SPRINKLER OR NOZZLE MAKE G RzA-Pa-IL MODEL 11 t5 ILA SIZE I / a n K FACTOR _ _ S_J TEMPERATURE RATING CALCULATION SUMMARY GPM REQUIRED 34,4.0 "C" FACTOR USED: PSI REQUIRED 99-9? OVERHEAD . AT BASE OF RISER . UNDERGROUND WATER SUPPLY WATER FLOW TEST DATE & TIME STATIC PSI 114 RESIDUAL PSI 15 GPM FLOWING I Sc ELEVATION SAME AS FLDOR LOCATION SOURCE OF INFORMATION PUMP DATA RATED CAPACITY AT PSI ELEVAT PR DEPART NEW YORK. N. • AR ` TEF FLOW . �( �R �r�Fn^"A a1 �, fI g�oWN _T DNI.`( nPP^C Nr � Tn F1 -'71:0%7R -CA:. }` T u F C �• . j j ;a0ENcIC P IPNCE•t' `� E tf� 1 i _ DTH��IzEO%RACK.�s�lereonRT°ta !!1 TQM$ TORAG r• o Cone SOLID - - ❑ Pat.- d 'Tests- CI ift TANK OR RESERVOIR COMMODITY STORAGE COMMODITY_ STORAGE HEIGHT i STORAGE METHOD: SOLID PILED v cc A LL GPM O SINGLE ROW ❑ CONVENTIONAL P ❑ DOUBLE ROW 0 SLAVE PALLET ❑ MULTIPLE ROW FLUE SPACING IN INCHES LONGITUDINAL TRANSVERSE NCAPSULATED . ON- APSULATED 4: - • feardwiPg _I4 TO CEILING IN. HORIZONTAL BARRIERS PROVIDED GRINNELL N' 85 GRAPH CONTRACT NO. NAME: TUE BM RAM if5 ADDRESS: MULTIPLY SCALE 0 a o r. m o + 44 SHEET NO._2..-0F� SYSTEM DATE: Mob 0 O qN� 9 a 0 . .. ;!i Tub' ' i ' I I i i 1 t i--` i it.;. -t-1-rri-4-, .--- I 4-�, �i 1 I; i 1 i i;_ i' 1111 .,i I ulllu111111'/i IllIlIUllllllulll a! DIP' • 1 I � HHIIIII; II11I1I111h1I111II OM1111lllulll Hopi llllll 1 _ i L i _ Uhfllllil' i I � ' ► Il ; I CUSTOMER ORDER OR CONT. No JOB NAME II O ZLL SNEET DRAWN BY DATE REVISED BY DATE X t4 X X .4 x X 0 ©0 0 0 0 0 SKLTLFd OF LINES FOR MATERIALS. AND OPERATIONS SEE SKETCH No. REV • PIPE REF. DRW'G. Nos. MARK No. SKETCH No. REV. STEEL .4 CONTRACT NO• GRINNELL NAME THE 3on1 R.ASKS SYS fr 'i SHEET NOI-OF..�_ DATE 2.- 8- 9a LOCATION Ffseirm.1 Lass L.LNEs 05ZN( PRES508 NOZZLE TYPE a LOCATION FLOW IN G.P.M.DEVICES PIPE SIZE _ FITTING a PIPE EQUIV. LENGTH " FRICTION LOSS P.S.I./FT v REQUIRED P.S.I. HYD. REF.PT 0 ELEV. NOTES K= 5.39 0 1GTH. 8 PT IC,.'15 ' 1 FTG. .15a1 0 V,1 I PF j,22 TOT. S FTG s PE ! �, tn� 2 >�� 1p.� � - r• o 21; 9 •TOT. . 543!) . PF '�f 3�( tau Q 43 ,q / 8 LGTH. 8 PE PT 2a,oi 3 Pat i t q Pr 22,0! " 0 2d.� .31'15 0 /A, B 1 �� Pr k1,71 P4 -1.0Vz TOT. � PE Pm 2 o, s9 II R 2 s.3 LGTH. 8 PT agl. G3 q Pr �'f, (03 .FTG. .5888 Q 93. I � �`� R "G? ! Pt/- TOT. 8 PE .U.8 ili ail C u 0 20 LGTH. 8 PT 29.3! 5 P: 29,34 FTG. .9qt1 Q 110.0 Q 31.0 114 Pr '1,s3 AP -441 TOT. s LGTH. 8 PE PT. 3G. 87 1I 24.8 o to P, 34.87 , FTG. , LL90D PF ..S,AALI Al .-3.AI Q 151,b 12 70T. e PE Y PJ 33.0 1, ,l 0 3�,a ' s IT - 10 A.GTH. LIs PT "1).11. '7 Pr '1a,11 FTG- 'lo Q IA-, a . a9 ii Pr ll. o4{ m t o - TOT. ss GTH• PE PT 5133 , Pr R -, , Pa 1D. 2 t o Q FTG- TOT. PE . Q 8 S.a a a'a ,.LGTH• g. n 'PT 58, 35 8 FTG. .09D9 .7i I Q 1 Bo. 8 o 3„.,,,_,ta6 Q 1r - /2 TOT 8, 9 J..G H- Ia.5 ,PF PE - 3.91 PT 5-s,31 , ya 8,1' 9 R 55.3? K. as -.o1 IITF - 'I FTG. H. . 3aeL Pr R.18 -4 Pv_ -3.14 'TOT 30.5 PE FW S...2 3 0 ! as LGTH. 13 - PT Co5.lS 11 "FTG; Q3j,.o , 32bL Pr 23.0 'J..GTH./o5 TOT. 1.3 PE 0 u,v- r PT R8.5 1a_ 0 361,, =0 3 FTG. 1 . I l at. Pr 11.4q 'TOT /04, 1 PE 0 .. i - - z LGTH.:,-4 PT Ion 41 + 1 Q3c6.o 3 1era -s FTG- .rI�.L 6.02, s1 PE 0 !AW- zs'LGTH zq PT /0.S 1 /LI w iroI- 2 TG. .Y .ouo1 PF ,1' To of t�25Ef� 0 3(4.0 - 40 ' TOT 94 ,,PE 1.58 Ii'- ," 0 j.GTH• 4, PT/P1.8 a _ye _ ThTA L Pitts. 5 Q'l Q 'TOT• PE o LGTH. PT 11=C' �s ELEd. OF �A rt.Ncs-r 'FTG. PF 0 'TOT LGTH. PE PT o FTG. PF 0 TOT. PE o LGTH. PT FTG. PF 0 TOT. PE _PT CONTRACT NO. NAME THE GRINNELL 13,5AI 6Ns Vs 4.4 LOCATION r� - FALT I DR UPPER Lrn1ES SHEET NOOF_.�.,_ DATE NOZZLE TYPE a LOCATION FLOW IN G.P.M. 0 PIPE SIZE FITTING & DEVICES PIPE EQUIV. LENGTH - 'LGTH. 9 FRICTION LOSS PSI/FT r REQUIRED P.S.I. PT /s, 9 4 HYD. REF PT 0 A ELEV. NOTES K= 5.3 9 FTG. I'M Q VI, S / Pr 1.1g TOT. a .. (PE N Q a 1. 4 LGTH. 9 PT /1,01 B Pi 17.0 .1433 Q 43.q /lLI Pr /. IS Pi - TOT.FTG. 8. LGTH. 8 PE PT /9.21 0 .S9 Po 14.111 p. is.11 if 3157,1 0 G, 3 c, 11`( a.41( P, - 1.3L `FFTG 8 E PT ao.61g P, 14.10 Pr a0,Ge q R 23.0 LGTH. 8 FTG. .530 0 $8 ,lt, I `I 41.24 fk --2.43 Ai /9.2s Pk 11.g7 ,TOT. S LGTH. 8 PE E PT 4.9 7 , E " Q as,f FTG. .'0101 0 fiii. 3 X12 Pr 3.5 , - 2• (6 TOT. 9 _ PE Pi aA, 91 Firag 21.. ` o X..01t.GTH• A'PT- z9, 2 a F FTG. . L ODt, Pr _�1.9 o Ar - 3.3a 0 /4/. a I " , TOT. S PE n, '' Q 2o ,I a r r - 10 A.GTH. 'NS PT 33,oa G Pr TR. az FTG- /0 Q li/, 3 . 2.51S PP 13.98 RI — f, 9a TOT. SS PE Pi 31,23 Q TH. PT 414.90 i K= as.oi QTG. PF TOT. PE Q LGTH. PT FTS Pr Q -TOT PE ' Q LGTH. PT eTG- 0 PF OT PE Q LGTH. PT "FTG; ---� Q PF TOT. PE , o LGTH., PT - 0 Q FTG- i PF 1 TOT. LGTH. PE PT - Q FTG- PF TOT o J..GTH _PE PT FTG. PF Q . JOT. PE o 'F PT G. PF Q TOT. PE o PT ,LGTH. FTG. Pr Q 'TOT PE o LGTH. PT 'FTG. PF Q TOT. PE o LGTH. PT ` FTG. PF TOT. PE PT &-:. !- CONTRACT NO• NAME 13DAI PACK Z, GRINNELL LOCATION Ff^rt1F' SHEET NO ( ,:OF G DATE NOZZLE TYPE 8 LOCATION r FLOW = IN G.P.M. 'PIPE SIZE FITTING 8 DEVICES PIPE EQUIV. - LENGTH " FRICTION LOSS P.S.I./FT REQUIRED P.S.I. HYD. REF. PT 0 �•r ELEV. NOTES X _ 5-.<-(t o , r ` 5 LGTH. . S PT �-..,Or Sr44 FTC. S IbZ Q ;I.5- � PF .89 TOT. s,s5' . PE - o - . LGTH. PT /5.R R K= two Fire e Security ADT FILE LIST OF MATERIALS SUPPLIED TO: ADT Security Services Inc. 841 Powell Avenue SW Suite 101 Renton, WA 98055-2910 Tele: 206 624 3 103 Fax: 206 654 2 189 Federated Logistics Distribution Center 17000 SouthCenter Parkway Tukwila, WA 98188 FOR FIRE ALARM MONITORING BY: ADT SECURITY SYSTEMS CONTACT: John Ford TELEPHONE: 206-730-7492 REGISTRATION NUMBER: ADTSES I032O5 DATE: May 16, 2003 QUANTITY MODEL DESCRIPTION NEW: 1 ADT -AIM -200 Addressable Intelligent Module for Unimode II 3 M300MADT Monitor Module 3 RA400Z Remote LED 3 (by others) Duct Detector EXISTING: 1 UNIMODE II Unimode II Fire Alarm Control Panel NOTE: This installation is an addition to an existing system. two /Fire & .ML Security Battery Calculation Worksheet (all currents stated in mA) 5/16/2003 PROJECT: Federated Logistics Distribution Center, Tukwila, WA Device Quantity of Standby mA Alarm mA Total Device Total Device Description Devices Per Device Per Device Standby mA Alarm mA Unimode II Fire Alarm Control Panel 1 31 223 31 223 M300MADT Monitor Module 3 0.2 0.2 0.6 0.6 RA400Z Remote LED 3 0 7 0 21 ADT -AIM -200 Addressable Intellingent Loop Module 1 0.2 0.2 0.2 0_2 0 0 0 0 Total System Current 0 0 31.8 244.8 Notification Appliances (list all) Standby Hrs. Required 60 N/A 5 0 0 Total System Alarm mA 244.8 N/A 1.91 0 0 Min. A/H Battery 1.93 N/A 0.58 0 0 N/A 0 0 N/A 0 0 0 N/A 0 0 0 N/A 0 0 Device Totals 0 0 0 Notification Appliances (list all) Standby Hrs. Required 60 N/A 5 N/A 0 Total System Alarm mA 244.8 N/A 1.91 N/A 0 Min. A/H Battery 1.93 N/A 0.58 N/A 0 N/A N/A 0 N/A N/A 0 0 N/A N/A 0 0 N/A N/A 0 Notification Appliance Totals 0 N/A 0 Summary Section Standby Hrs. Required 60 Alarm Sounding Minutes 5 Total System Standby mA 31.8 Total System Alarm mA 244.8 Total System Standby A/H 1.91 Total System Alarm A/H 0.02 Min. A/H Battery 1.93 ADD 30% FOR BATTERY DEPLETION 0.58 Required NH Battery 2.51 I A/H BATTERY PROVIDED FOR SYSTEM 1 7 I 0 n o n J. J. 0 N fD � 0. o• a 0- XX v, �• o m = N N o CTC • Z rD c m O :�• -5, v, N 0 F. Q cn O B N 0 e -• '' � m o o rt "A• V �O 444 %.6 f. N c ib m St". . n n O -+• c+ W 0 ooCD -ft -h 0 c+ J• S - n CD ID CD o"S m 0 •. co et > J. p, CD to tn-1~ e+ J. w a)-13 Cu • O O 0 0 c+0 c+lD -s, o O o • �'�" N < fD is 0 roattste . bre h, .>. I :1 .•.r. • Cr. ti '�. • xar . Gam. oc 9 I 9 I - - U, r i 0 z . Job#3 II0 IVEmPER Lumbermens Mutual Casualty Company • American Motorists Insurance Company American Manufacturers Mutual Insurance Company • American Protection Insurance Company 200 W. Thomas Street, Post Office Box 2377, Seattle, WA 98111 • 2061281-3333 December 14, 1983 j^ �. Mr. Bill Bennett Superior Fire Protection Co. 9�i 22131 West Valley Highway `'r Kent, WA 98031 Dear Bill: RE: ALLIED STORES CORPORATION BON DISTRIBUTION CENTER TUKWILA, WA R.I. #46-4015 n GROUP LJ This will confirm our telephone conversation today and clarification of item #4 of our 12/12/83 approval letter to your Mr. Bob Popke regarding your 12/7/83 revision to underground plan drawing #1 of 16 of contract #68-474. The use of wall post indicator controls will be acceptable provided that adequate drainage of the pits is provided as you indicated during our discussion. The valves need to be readily accessible at all times and the areas of the pits need to be designated and striped for "no parking". Sincerely, John W. Moser Account Loss Prevention Consultant HPR Department Seattle Branch JWM:ve t. l! joh;1:?_1)0 I 1 GROUP ICEMPER Lumbermens Mutual Casualty Company • American Motorists Insurance Company American Manufacturers Mutual Insurance Company • American Protection Insurance Company 200 W. Thomas Street, Post Office Box 2377, Seattle, WA 98111 • 2061281-3333 December 12, 1983 Mr. Bob Popke nn E r E p Superior Fire Protection Co. OEC 22131 West Valley Highway 4 1983 Kent, WA 98031 ,1.9rr��r fire Pravtion Dear Mr. Popke: RE: ALLIED STORES CORPORATION BON DISTRIBUTION CENTER TUKWILA, WA R.I. #46-4015 We have reviewed your plan for the underground fire main changes at the above location (Your contract No. 68-474). These changes are being made to increase truck operating space in this area. This plan indicates the relocation of one existing fire hydrant, the addition of a new hydrant, and the conversion of three above ground post indicator valves to below ground wall post indicators on the existing valves (in new valve pits). This plan is approved for fire insurance purposes only, subject to the following comments: 1) All material should be U.L. listed and approved for its intended use, and the entire installation should conform to the latest edition of NFPA No. 24, "Private Fire Service Mains". 2) The relocated and new hydrants should not have less than a 6 inch connection with the underground main, and a valve should be installed in each hydrant connection. 3) Relocating and adding a hydrant will require isolating portions of the underground on the north side of this facility. Since this will impair several sprinkler systems, all work should be planned so as to minimize the area and duration of this impairment. Before shutting off portions of this underground the HPR Department should be notified at telephone #281-3351. Jo 19 110 Mr. Bob Popke Superior Fire Protection Co. December 12, 1983 Page -2- 4) For the purpose of providing an indicating valve to replace these existing post indicator valves, a standard outside screw and yoke valve in the pit is acceptable (and may even be preferable to the wall post indicator from the standpoint of providing tamper supervision). 5) The central station valve tamper supervision provided for these existing post indicator valves should also be provided on the new pit valve arrangements. 6) A hydrostatic and an operating test should be performed on the hydrant installations; and a completed contractor's material and test certificate should be furnished for this job. 7) Notice of all tests should be made to the HPR Departuhent a minimum of 48 hours in advance, at 281-3351. Final approval is contingent upon a satisfactory field inspection by one of our field inspectors. We have already returned 5 stamped copies of this plan for your use. Sincerely yours, AMERICAN PROTECTION INSURANCE COMPANY it/21-4.1 /4-1 John Tatarsky Fire Protection Consultant HPR Department Seattle Branch JT:nm cc: Allied Distribution List Jo4-L4 o�fi ICemPER Lumbermens Mutual Casualty Company • American Motorists Insurance Company American Manufacturers Mutual Insurance Company • American Protection Insurance Company 200 W. Thomas Street, Post Office Box 2377, Seattle, WA 98111 • 2061281-3333 June 29, 1984 Mr. Gary Breiwick Rainier Fire Protection 4932 Pioneer Road Bothell, WA 98012 Dear Mr. Breiwick: RE: ALLIED STORES CORPORATION BON DISTRIBUTION CENTER TUKWILA WASHINGTON RI #: A46-4015 CONVEYOR OPENING WATER CURTAIN PLANS n GROUP U We have received five copies of your plans for the new water curtain at this facility, plus the calculations for this system that we had requested after your previous submittal. These plans and calculations verify that the existing building sprinkler design density of .29 over 6,000 square feet will still be met with this water curtain installed. It is understood the conveyor used in this location will be a hanging garment type conveyor, and sprinklers will not be required under it. These plans are approved for fire insurance purposes only subject to the following conditions; 1) To make the operation of this system more effective, a non-combustible draft curtain (preferrably at least 12" deep) should be provided around the perimeter of this conveyor opening to bank heat onto these sprinklers. 2) Completion of this work will require a partial impairment to the existing sprinkler and alarm service in this facility. The HPR Department should be notified at (206) 281-3351 before any fire protection equipment is shut off. Work should be planned so as to minimize the extent and duration of the impairment, and in no case should protection remain out of service overnight. 3) Final approval is contingent upon a satisfactory field inspection of the completed installation by one of our representatives. Notice of the completion of work should be made to this office. Jai ���Q oft -2- We are retaining one copy of your plans and returning four stamped sets for your use. Should you have any questions or comments please call or write. Sincerel Y. AMERICAN PROTECTION INSURANCE COMPANY 17-4/1 ete., John Tatarsk Fire Protection Consultant HPR Department - Seattle Branch JT/sem/3.1093 JOCX001-i .r. ICemPeR Lumbermens Mutual Casualty Company • American Motorists Insurance Company American Manufacturers Mutual Insurance Company • American Protection Insurance Company 200 W. Thomas Street, Post Office Box 2377, Seattle, WA 98111 • 2061281-3333 May 20, 1983 Mr. Jack Durkin Superior Fire Protection Company P. O. Box 1266 Kent, WA Dear Jack: ALLIED STORES THE BON DISTRIBUTION TUKWILA, WA R.I. NO. 46-4015 Thank you for submitting the plans for the additional inside hose stations to be installed at this facility. The instal- lation is to be in accord with the requirements indicated in the November 4, 1980 letter from our Scott Grieb to Fred Santinoni of Allied Stores. This will include five new hose racks. These plans are approved for fire insurance purposes only subject to the following: 1) Provide each hose rack with 100 feet of approved 111 inch fire hose equipped with an adjustable spray nozzle. This is not included on the plans but is reportedly to be done. Five sets of plans are returned to you stamped with our approval, with one set retained for our files. Final approval is subject to a field inspection by one of our representatives. Very truly yours, AMERICAN PROT CTION INSURANCE COMPANY - 601/4 W. Mark Wilbur Engineering Supervisor HPR Department Northwestern Area WMW:nm Enc. cc: Allied Stores Distribution List n GROUP U IVEmPER Lumbermens Mutual Casualty Company • American Motorists Insurance Company American Manufacturers Mutual Insurance Company • American Protection Insurance Company 200 W. Thomas Street, Post Office Box 2377, Seattle, WA 98111 • 2061281-3333 December 22, 1982 Mr. David Brown Superior Fire Protection Co. 22131 West Valley Highway P.O. Box 1266 Kent, WA 98031 Dear David: ALLIED STORES CORPORATION BON MARCHE DISTRIBUTION CENTER TUKWILA, WA R.I. NO. A46-4015 1 1 GROUP U Thank you for sending us five plans for the proposed water curtain around the floor opening used for a clothing conveyor. These plans are acceptable for fire insurance purposes only subject to the following: 1. As we discussed in our phone conversation, the indicated fire wall penetration for the 4" sprinkler pipe should be sealed with a non-combustible substance such as mineral wool and not oakum or lead wool as indicated on the plans. 2. As this installation will impair sprinkler protection at this facility, all possible precautions should be taken to reduce the length of the impairment as much as possible, and notification should be given to the HPR Department of the Kemper Group at the time of this impairment. 3. Receipt in this office of a completed Contractor's Material and Test Certificate. Final approval of these plans is subject to a satisfactory field inspection by one of our representatives. We are Mr. David Brown Superior Fire Protection Co. December 22, 1982 Page -2- returning four stamped copies of the plans to you, and are retaining one set for our files. Should you have any questions or comments, please do not hesitate to call or write. Sincerely, AMERICAN PROTECTION INSURACE COMPANY f)9 John Tatar Fire Protection Consultant HPR Department Northwestern Area JT/mw/3.1 cc: Allied Stores Distribution List ;M &M M&M Protection Consultants PC June 17, 1991 A Service of Marsh & McLennan Abel Fire Protection Attn: Gary Breiwick 4932 Pioneer Road Bothell, WA 98012 RE: Bon Distribution Center Rack Sprinkler Additions Dated May 1991 Dear Gary: This letter will confirm my review of the above referenced sprinkler project. In -rack sprinklers are to be provided in every tier of the planned double row rack extensions. These are designed to flow 14 heads (two levels, seven most remote). The systems have been balanced with a theoretical ceiling demand. Water testing indicates a static 140 psi, residual 80 psi, flowing 2,700 gpm. My comments on this proposal are as follows: 1. A metal placard should be provided at the base of the riser, indicating the design, area, flow, and pressure required. 2. An inspector's test connection should be provided for the systems. We are returning five drawings with our stamp of acceptance. Final acceptance will be by field review and a satisfactorily completed Contractors Material Test Certificate. Our review of these plans is limited solely to fire protection and human safety aspects and is subject to concurrence by others engaged in the project who are responsible for other engineering, design, and construction factors. Our review in no way is intended to either abrogate or circumvent any separate approvals which may be required by Federal, State or Municipal codes, ordinances or regulations. Should you have any questions, please do not hesitate to contact me. Sincerely, omas S. Len Fire Protection Consultant cc: Ron Megasko, M&MPC - Philadelphia Jack Zeidlickis, Federated Depart. Store Walt Schneider, Bon - Seattle db:049 720 Olive Way • Seattle, Washington 98101 • 206-223-1240 9/20/2017 Network Solutions FW Macy_s Distribution - Rack Sprinkler Plans and Calculations Printout /7 -S -/(y Mary Pavlinec <mary.jo.pavlinec@aon.com> 9/20/2017 7:58 AM FW: Macy's Distribution - Rack Sprinkler Plans and Calculations To Cristi M. Ogland (cristie@crownfp.com) <aistie@cxownfp.com> Copy Bob Zoldy (robert.zoldy@macys.com) <robertzoldy@macys.com> . Jim Boone (jim.boone@macys.com) <jim.booneemac'ys.c cm> • Gary Stewart (Bary@intemationalstoragesolulions.con)<gary@intemationalstoragesolutions.com> • Greg Munger (gregory munger@macys.com) <gregory munger@macys.com> . Angie Diefendorf (angie-diefendorf@macys.com) <angie diefendorf@mac-ys-oom> • Thomas Lentz <tom.lentz@aon.00m> Following are Tom Lentz' comments regarding the revised drawings for this installation. RE: Macy's SouthCenter Parkway Tukwila WA In -rack Drawings dated 9/18/2017 Pagesl-4 Dear Crisitie. This will confirm my review of revised drawings for the warehouse replacement project. In -racks will be provided below all solid barriers in the racks at an approximate 8' spacing. Sprinkler heads will be 165F rated QR type K=8 designed to flow 14 heads (2 levels 7 each) at 30 gpm. The system has been balanced with a ceiling density of .30gpm/2500 sqft even though the above system is significantly greater. Total base of riser demand is calculated at 1894 gpm @114 psi. This flow includes the overhead, rack sprinklers and hose allowance. Storage will consist of existing commodities, detailed as a Class IV commodity, to an overall height of approximately 30'. Water supply information at the site indicates a static of 150 psi residual of 20 psi flowing 7474 gpm. A 25 psi cushion was noted in the hydraulics. Our comments on this proposal based on the description are as follow: 1. All QR type heads should be protected from mechanical damage while on-site. The use of protective covers in areas where work is to be completed and attaching sprinkler heads to pipe after install is required to minimize this potential issue. 2. Pictures of the weldolet installation (if used) should be taken to ensure that "path leak" doesn't become an issue after the installation. 3. Please verify pipe schedule type to be used. 4. All systems should be hydrostatically tested at 200 psi for 2 hrs as required by NFPA. htlps:/IMeb imetworhsolutionsemai.aom/appsuilaM=7.8.4-920170815. _1505936103396 5. The entire installation should conform to NFPA 13 standards Final acceptance is by field review and a satisfactorily completed test certificate. Regards, Thomas S. Lentz, CFPS I Chief Technical Officer Aon Risk Solutions I Global Risk Consulting I Property Risk Consulting 200 East Randolph Street, Chicago, IL 60601 Cell: 630-240-5792 I Office: 815-459-4764 Email: tom.lentzPaon.com I aon.com From: Cristie Ogland [cristieOcrownfp.com1 Sent Monday, September 18, 2017 1:32 PM To: Thomas Lentz Subject Macy's Distribution - Rack Sprinkler Plans and Calculations Hi Tom, Attached are the revised fire sprinkler plans and hydraulic calculations per your comments. Please let me know if these are acceptable. Thanks— Cristie M Ogland Estimator/Designer CROWN FIRE PROTECTION, INC PO BOX 12113 Mill Creek, WA 98082 425-481-7669 (phone) 425-481-8695 (fax) 425-361-6565 (cell) httpsJ/ ebma. 1.com/appsuite/r-7.8.4-9.20170815.092904/printhtmrp t 1505938103398 2(3 9/20/2017 Network Solutions FW Macy_s Distribution - Rack Sprinkler Plans and Calculations Printout • image001.emz (8 KB) • MACYS RACKS BALANCED-SUBMITTAL.pdf (4 MB) • MACY HYD CALCS BALANCED .pdf (229 KB) • image002.png (4 KB) httpsJ/webmail .00mlappskit /v=7.8.4920170815. _1505936103398 3/3 April 11, 1978 Grinnell Fire Protection Systems Company, Inc. P. 0. Box 916 Renton, Washington 98055 Attn: Mr. J. P. Brooks Dear John: Re: msuRance companies 5 World Trade Center New York, NY 10048 2121938-6600 • My direct number is: 272 1938- 6747 RECEIVED APR 13 15x'8 Allied Stores Corporation Distribution Center Tukwilla, Washington R. I. #46-4015 I have reviewed the captioned plans for the in -rack sprinkler installation and have approved them as is. Approval is for information shown and is intended to reflect conditions only as related for acceptability for fire insurance. Final approval is subject to satisfactory field inspection and hydrostatic tests. Please contact our Seattle office (206-281-3351) at least one week in advance of hydrostatic testing so that we may arrange to have a representative present. Enclosed are three (3) copies of your revised plans and two (2) copies of the hydraulic calculations bearing this Departments stamp of approval. Sincerely, yours, AMERICAN P'OTE ON INSU Fred Nemiroff, Accounts Loss Pr HPR Department New York City Area FN/vf End. COMPANY tion Consultant TO BASIC FIRE PROTECTION, INC. CONTRACTORS & DESIGNERS 285-1855 940 N.E. LOMBARD PORTLAND, OREGON 97211 S 1TY OF TUKW I t.,A - FIRE' DEPT. 444N�VER PAt2K EAST' U WI • GENTLEMEN: L ETTEII (OF TRUE MIA DATE 2-18-11 JOS NO 90-0111 ATTENTION NICK oL—IVAS RE BOr•4 MA2C FIE SVA 2Ei—loUSE ADD1TIOr1 WE ARE SENDING YOU I:B' ttached 0 Under separate cover via ❑ Shop drawings ❑ Copy of letter ❑ Prints ❑ Change order 0 Plans 0 Samples the following items: 0 Specifications COPIES DATE NO. DESCRIPTION I- l.i q I • THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ For your use M4; requested ❑ For review and comment ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections 0 O Resubmit O Submit O Return_ copies for approval copies for distribution corrected prints ❑ FOR BIDS DUE 19 0 PRINTS RETURNED AFTER LOAN TO US REMARKS PLAN6 HAVE BEET J sUBNIT1 O TO M M PkoTaC.1aW Altr Pit : t Lai LZ:7- COPY TO 124144)— It anelesuras are net as noted. ki SIGNED:_ihkr— ndly notify us at ranee_ ccia 9 9 1991 BASIC FIRE PROTECTION, INC, CONTRACTORS & DESIGNERS 19632.70th Ave. So. #2 Kent, Washington 98032 (206) 8724133 Fax 8724135 TO Tukwila Fire Dept 444 Andover Park East Tukwila, WA GENTLEMEN: WE ARE SENDING YOU 12 Shop drawings ❑ Copy of letter O �na DATE 2/27/91 JOB NO 117 ATTENTION �[ �u2( Col//L, R E: Bon Marche WarPhnusP 3 2/27/91 Shop Drawing sheet 1 of 1 ❑ Attached ❑ Under separate cover ❑ Prints ❑ Change order ❑ Plans via the following items: ❑ Samples 0 Specifications CI COPIES DATE NO DESCRIPTION 3 2/27/91 Shop Drawing sheet 1 of 1 THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ For your use ❑ As requested ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints ❑ For review and comment Cl ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS Removing 4 dry sidewal is firm Pxi Gt-i ng canopy that will he dearolished _ c.„1 -45,1Z_ 9/1-1 qo' q2 — d-e'cQ V.: pr= r Lit COPY TO SIGNED: If enclosures are not as noted, kindly notify us at once. av- M&M PC M&M Protection Consultants A Service of Marsh & McLennan February 25, 1991 Mr. David Kyllo Basic Fire Protection 940 Northeast Lombard Portland, OR 97211 RE: Dear Dave: Bon Distribution Warehouse Revised Calculations/Drawings Tukwila, WA Job 90-0117 This letter will confirm my re -review of the above referenced drawings. The revised drawings and calculations satisfy comments No 1, 2, and 5 of my previous letter dated 2/6/91. We have found this proposal to be acceptable. We are returning two sets of drawings with our stamp of acceptance, and are mailing three copies of the drawings to the Tukwila Fire Department for their approval. Our review of these plans is limited solely to fire protection and human safety aspects and is subject to concurrence by others engaged in the project who are responsible for other engineering, design, and construction factors. Our review in no way is intended to either abrogate or circumvent any separate approvals which may be required by Federal, State or Municipal codes, ordinances or regulations. Should you have any questions, please do not hesitate to contact me. Sincerely, Thomas S. Lentz Fire Protection Consultant / cc: Asst. Chief Nick Olivas, Tukwila Fire Department/ Ron Megasko - M&MPC, Philadelphia Randy Fiala - Allied Stores Walt Schneider - The Bon, Seattle 720 Olive Way • Seattle, Washington 98101 • 206-223-1240 DA:014 M&M Protection Consultants BCC: Assistant Chief Nick Olivas February 25, 1991 Page Two RE: Bon Distribution Warehouse Revised Calculations/Drawings Tukwila, WA Job 90-0117 The calculations have been revised to reflect Schedule 10 diameters. This has resulted in a lower pressure demand and velocities less than 20 FPS. Should you have any questions, please call me. DA:014 FILE = UTiLU I I IJIN��R I (J _ ie Pra'ec Pon / (ode I ns (ting 28 October 2007 John Abel Crown Fire Protection PO Box 12113 Mill Creek, WA 98082-0113 RE: Macy's Distribution Center — Rack Sprinkler Additions 17000 Southcenter Parkway Independent Third Party Review — Fire Sprinkler System Dear John: Tuazon Engineering, PLLC 4322 NE 7 Street Renton, WA 98059 425.917.1683 tel 425.917.1705 fax www.tuazon.com As requested, I have performed an Independent Third Party Plan Review on the fire sprinkler system for the above referenced project. The following document was reviewed: • Fire Sprinkler Drawings— Sheets FP -1 and FP -2 dated 10/7 • Hydraulic Calculations dated 10/24/07 The documents were reviewed for compliance with the 2002 NFPA 13, Installation of Sprinlder Systems and Tukwila Municipal Code Chapter 16.42, Sprinkler Systems. I have found the fire sprinkler design to be acceptable subject to the following comments: 1. The in -rack sprinkler demands should be added to the ceiling sprinkler demand at the point of connection and balanced to the higher pressure per 2002 NFPA 13 Para 11.2.3.1.8(5). Revised calculations should be provided to the AHJ showing the combined ceiling and in -rack demand. 2. Provide flexible couplings at the top and bottom of drops to in -rack sprinklers per 2002 NFPA 13 Para 9.3.2.3(5). 3. On Sheet FP -2, hydraulic nodes references should be added to Rack Plan — Area 1. The calculations were reviewed using the nodes as indicated in Rack Section "A." A resubmittal to Tuazon Enaineerina is not required provided the above are resolved to the satisfaction of Tukwila Fire Department. The comments made above do not relieve the contractor from compliance with requirements of contract drawings, specifications, or codes. Tuazon Engineering has performed a detailed review of the submittal for general conformance with the standards referenced. Please contact me at 425-917-1683 or eric@tuazon.com with any questions regarding this review. Respectfully, TUAZON ENGINEERING PLLC P Eric P. Tuazon, PE Fire Protection Engineer W V cm to m .. A iv m a $gam d e O C p coo `) cD 5- y m a y O O" 0 m cb 0 3 y a o m _o a 8 0,0'a :3 • Q. (7).-8 a: sa*vm m . ro mmm toga co a m in. c� <D �4GQ7. ;O0. n 0O -t, O (% 71) N a m Na a la. ak g 6 y �0 Q § C� chi 0. 0- -? ma a m a Com_ a of c 5o. 0 5' O N a w m.M_z Pr x b m O m O cc�� 0 y coco O St o. o0. C C fi 4 ,O Ms S ?aa m O j R. x c: g 1. o fi m c4. --.A ei na 0 y. a0) c 13 ii 2 a 9, y CT a m 9: PHV o t , O 05a M5.6 me ss P.S. a2 3. Connect wires to valve switch at point 1. 0 o n o�Aa3ocVbc ,�t am a o o•°'am o 0 zoi pA(4a ~N a;r,o, O OO 01 y0009Wcm ��mm0-ZR- -8' 0 '$ $ 03' n QN��Po -► as C a. 'a m e al 0= O� 00 21 cr: al on - no is, 0: cri 7 0 a a �o gO ses SI * N Q m O O 6-0 $ O V)* O p O 1 o 62- a 0 C A 8 o3 x o IS ii- a F• lo Cr 0- a 0 rG OO 0 z = 0. 0N 0 0 a a '< y 3 0 1g Co' y P a0 E a m a a 0 t 1" is active and able to be programmed at the Control Panel. cr m a. a 4 0 o cr 0 pnpad ISN D z O 11VLSN1 aNV HSINtir13 mow O r, • z r. 144 R ■_ (Wire in place from previous Tamper Switch) Z • (New wires need to be run) VJ o N a� o coco c, cQ co03 r � C7 'O 0 CD 0 n CD CD m 8 ACCEPTED L ms Baa ram (00OCC_'°.'- S-NI 2 C„'_`a U§" cr .0 O H u Qe °75.av— 7i �3°'_S �o C -t3 _o c � E� u vct2°'3$6w rt3 Iii Ca)nEt oF�-� in cO.0 cva;5.0 dMZs �' )- N O C C a) 1-- C N (11 .0 w � C c i iii a) tt9 .10 �m¢-c c,- a) - o c (Q ❑ ❑ (50� O Note HDflhi -) m n C k 0 i; X a - W `; 0 --6oJ -"LiL.. •0 (.L co L •...E. V Qo. 4 a tl, m Z t —t� \'\ : C sfl U)0 `- C u,.2 a) i a ('J a, OL X 0 C "7 5 C rs `Cs $36444 i - U II I1 I. (Ai — U\ c. r_ -4 - -, r. ri !y r .t c -—I .. (4/ 070c",/ 44- .fix__. - , I ----, - ",'-,, ,,..!.;: .. - " 1 I,_ ..„_,..• ......,_ N h .• .—'— -•1•:312. - _ j'• • t y Cr, y t r.. - - t1 it/ c7 , not f. c -I t • St i \I EXCLUS%NS f>1 d'ON SUB TOTAL ; I i ,,s,Aaws; • 4 1 I pa t(fAn 4tnhei H4kq1 A(411-1-17 52 2.- 07 55 Jo I*1-#04-190011 , • r �----- ---- - �_I l_i -1 t -� - l JL O f i d -_- / n7 -t ' G 00/ .7 H X J 1 • I. 1, I• ? Uj + th X rl: r, • • ;trra op/ iT _ I�X_ -i --- - - --I -- • .....-1 s.r , I '_J__�� - • r) r-; a • • ©'�N --(111.412. ---J -LIMN Mfflt 1__{ r _ - :LI..? 1 KLAUSBRUCKNER AND ASSOCIATES 2495 Truxtun Road. Suite 205 San Diego, CA 92106 Tel: (619) 677-2004 Fax: (619) 677-2444 MACY'S LOGISTICS 17000 Southcenter Pkwy Tukwila, WA High -Piled Combustible Storage Report Rev 1.1 October 14, 2019 • NMI ■ i S IMO sim NMI r L 7 r it r ❖ Additional Information Revision Comments Date I By 1.0 Preliminary research October 14, 2019 MK 1.1 Reviewed report October 14, 2019 EK • DISCLAIMER This report is the property of Klausbruckner & Associates, Inc. and was prepared exclusively for use by MACY'S LOGISTICS for the storage & occupancy conditions described in this report. MACY'S LOGISTICS conditions and operations addressed herein are based on information provided to the report by MACY'S LOGISTICS. Discrepancies between the information presented herein and actual conditions and II conditions presented on plans are the sole responsibility of MACY'S LOGISTICS. Verification of compliance with the Code requirements and provisions addressed herein is outside the scope of this report. Copies of this report retained by MACY'S LOGISTICS shall be utilized only by MACY'S LOGISTICS for the storage and occupancy conditions and the 2015 International Fire Code conditions and requirements addressed in this report. This report shall not be used as, or in lieu of, construction documents or plans for this project or any other project or for any other purpose or conditions not specifically addressed in this report. Any non -high -piled storage related code information provided in this report is for background information only to the high - piled storage report, and should not be considered as a complete report on the subject. Discrepancies between the sprinkler system information presented herein and actual conditions and/or conditions presented on plans are the sole responsibility of MACY'S LOGISTICS. Confirmation of compliance with the adopted edition of NFPA 13 and Factory Mutual Datasheets for existing, new and/or tenant improvements to sprinkler systems is outside the scope of this report. Rev 1.1 — MACY'S 17000 Southcenter Pkwy, Tukwilla, WA Page iii Table of Contents 1. SUMMARY TABLE 1 2. INTRODUCTION 5 3. BUILDING CONSTRUCTION, DESIGN, AND OCCUPANCIES 6 3.1 BUILDING CONSTRUCTION & DESIGN 6 3.2 OCCUPANCIES 6 4. HIGH -PILED STORAGE REQUIREMENTS 7 4.1 AUTOMATIC FIRE SPRINKLER SYSTEM 8 4.1.1 Rack Storage Area A 8 4.1.2 Rack Storage Areas 8, C, D 9 4.1.3 Rack Storage Area E 10 4.1.4 Additional Protection Requirements 11 4.1.5 Other Areas — OUTSIDE THE SCOPE 11 4.2 ALARM/MONITORING 11 4.3 BUILDING ACCESS - DOORS & ROADS 12 4.3.1 Access Roads 12 4.3.2 Access Doors 13 4.4 SMOKE AND HEAT REMOVAL 13 4.4.1 High -Piled Storage Areas A-E 14 4.5 DRAFT CURTAINS 14 4.6 PORTABLE FIRE EXTINGUISHERS 14 4.7 AISLE WIDTHS 15 4.8 HOUSEKEEPING & MAINTENANCE 15 4.9 FLUE SPACES FOR RACK STORAGE 16 4.10 HOSE CONNECTIONS 16 5. MEANS OF EGRESS 17 5.1 STORAGE [S-1 OCCUPANCY] 17 5.2 OTHER AREAS - OUTSIDE THE SCOPE 17 6. EXPOSURES 18 6.1 OCCUPANCY SEPARATION 18 6.2 SEPARATION OF HIGH -PILED STORAGE AREAS 18 6.2 ALLOWABLE AREA AND SIDEYARDS 18 7. CONCLUSION 19 8. APPENDIX A: ATTACHMENTS 20 Rev 1.1— MACY'S 17000 Southcenter Pkwy, Tukwilla, WA ,0 hs Pt, tar.., Page iii List of Tables Table 1. High -Piled Storage Configurations in Designated Storage Areas 6 Table 2. Occupancy Classification And Associated Areas 6 Table 3. High -Piled & High -Piled Storage Specifications By Storage Area 7 Rev 11— MACY'S 17000 Southcenter Pkwy, Tukwilla, WA \sk,) n� a;,.,�cs sra,G�cwrK a'.V an •A'n K.$K.F 0.'/p'« Page 1 z r r of 1. Summary Table TOPIC CODE SECTION CRITERIA/REQUIREMENTS Construction Type (Section 3.1 on Page 6) See Architectural Plans Existing Building — No Proposed Changes. Fully Sprinklered, 1 -Story Above Grade Approximate Square Footage (Section 3.2 on Page 6) See Architectural Plans Entire Building: 340,000 ft` Warehouse Total: 183,600 ft` [S-1, Storage] Storage Area: 183,600 ft2 [S-1, High -Piled Storage] Entire Suite: 183,600 ft` [S-1 (assumed)] Remainder: Unknown ft2 & Outside the Scope Other Uses: Unknown ft2 & Outside the Scope Adjacent Tenants: Unknown ft2 & Outside the Scope Occupancy (Section 3.2 on Page 6) IBC Sections 302, 311, Table 508.4 (see Attachments for more details) Single Use: S-1 (Storage), unless otherwise specified by the Architect of Record. No occupancy separation required. Storage Commodity (Section 4 on Page 7) IFC Section 3203.1-3203.7 (see Attachments for more details) Class I-IV, Group A Mattresses And Upholstered Furniture, /High Hazard: Cased Goods Protection based on highest hazard commodity. Automatic Sprinkler Protection (Section 4.1 on Page 8) IFC, Sections 202, 315.3.1, 3207.2, 3208.1, 3208.2, 3208.4, Table 3206.2 FM 8-9 Specific Sections Rack Storage Sections 2.3.4.3, Figures 3, 4, 5, 6, 7, 10, 11, 12, 13, 15, Tables 8, 11, 12 and 13, 14 -Sprinkler System Upgrades Are Required. (Storage Area Layout per Attachment #1 on page 20) Rack Storage Area 'A' Sprinkler Protection: Class I-IV, CARTONED AND EXPOSED, EXPANDED GROUP A PLASTICS Commodities • Maximum Storage Height: s 28'-0" • Maximum Ceiling Height: < 30'-8" • Aisle Widths: >_ 4'-0" • Shelves: Solid Shelves • Multi Row Racks Ceiling Sprinkler Design Required:* • Standard or Quick Response, listed for storage ordinary (160°f) temperature, upright or pendent sprinklers • Minimum density of 20 heads @ 30 psi • In -Rack Sprinklers: 14 in -rack sprinklers (7 on 2 levels) @30 gpm to be balanced with the overhead system with horizontal barriers. Face and Flue Sprinklers In -Rack at every other level. Maximum Horizontal spacing of 10' (i.e. every other flue space) Desgin shall be in accordance with FM 8-9 Figure 10. See Section 4.1.1 for details. • Hose allowance of 500 gpm • Water supply duration of 120 minutes Existing sprinkler system does not meet the requirement for protection above. Additional (in -rack sprinkler) upgrades and/or calculations are required.Sprinkler contractor to confirm sprinklers are installed per FM. Rev 11 — MACY'S 17000 Southcenter Pkwy, Tulnvilla, WA Page l (see Attachments for more details) Rack Storage Area 'B, C, D' Sprinkler Protection: CLASS I-IV, CARTONED AND EXPOSED, EXPANDED GROUP A PLASTICS Commodities • Maximum Storage Height: <_ 28'-0" ■ Maximum Ceiling Height: < 30'-8" ■ Aisle Widths: z 4'-0" ■ Shelves: Solid Shelves ■ Single And Double Row Racks Ceiling Sprinkler Design Required:* • Standard or Quick Response, listed for storage ordinary (160°f) temperature, upright or pendent sprinklers ■ Minimum density of 20 heads @ 30 psi ■ In -Rack Sprinklers: 14 in -rack sprinklers (7 on 2 levels) @30 gpm to be balanced with the overhead system with no horizontal barriers Flue only In -Rack sprinklers at every level. Maximum Horizontal spacing of 8' (i.e. every flue space). Design shall be in accordance with FM 8-9 Figure 11 for single row racks and Figure 12 for double row racks. See Section 4.1.1 for details. ■ Hose allowance of 500 gpm ■ Water supply duration of 120 minutes Existing sprinkler system does not meet the requirement for protection above. Additional (in -rack sprinkler) upgrades and/or calculations are required.Sprinkler contractor to confirm sprinklers are installed per FM. Rack Storage Area `E' Sprinkler Protection: CLASS I-IV & Cartoned Unexpanded Group A Plastics • Maximum Storage Height: <_ 28'-0" ■ Maximum Ceiling Height: < 30'-8" ■ Aisle Widths: z 4'-0" ■ Shelves: > 50% Open (Mesh) ■ Single Row Racks Treated as Double Row Racks Ceiling Sprinkler Design Required:* ■ Standard or Quick Response, listed for storage ordinary (160°f) temperature, pendent sprinklers ■ Minimum density of 20 heads @ 7 psi ■ In -Rack Sprinklers: 8 in -rack sprinklers (8 on 1 levels) @30 gpm to be balanced with the overhead system. Face and flue in -rack sprinklers in -rack sprinklers at every level at the 20 ft elevation. Maximum Horizontal spacing of 8' (i.e. every flue space). Desgin shall be in accordance with FM 8-9 Figure 13. See Section 4.1.1 for details. ■ Hose allowance of 500 gpm ■ Water supply duration of 120 minutes Existing sprinkler system does not meet the requirement for protection above. Additional (in -rack sprinkler) upgrades and/or calculations are required.Sprinkler contractor to confirm sprinklers are installed per FM. Other Areas Not Within the Scope Rev 11— MACY'S 17000 Southcenter Pkwy, Tukwilla, WA i :<,,,,,,,,,,,,,,..,,,5,37::::.:::::.;.:, Page 2 1 1 t 1 1 1 t 1 1 1 1 1 t 1 e Smoke and Heat Removal (Section 4.4 on Page 13) IFC Table 3206.2 Footnote j & Section 910.2, 910.3, 910.5 • Smoke and heat removal is required as storage of High Hazard/Group A Plastics is more than 2,500 square feet, based on AvR = V/9000 Where: V = Volume of the Storage Area = 30 ft 8 in x 183,600 ft2 = 5,630,400 ft3 A = Required Aggregate Vent Area = 5,630,400 ft3/ 9,000 = 626 ft • 20 smoke and heat vents [4' x 8'] are required. • There are currently zero existing smoke and heat vents and min. 20 skylights within the warehouse area. PLEASE SEE SEPARATE APPEAL OF SMOKE AND HEAT (see Attachments for more details) VENT REQUIREMENTS BY INSURANCE UNDERWRITER. See Section 4.4 of this report for additional details on Smoke and Heat Vents. Flue Spaces IFC Section RACKS `A,B,C,D' (In -Rack Sprinklers At Every Tier) Single Row Racks: Transverse — Not required (Section 4.9 on Page 16) 3208.3, Table 3208.3 Longitudinal — Not required Double Row Transverse — Not required Racks: Longitudinal — Not required** Multi Row Racks: Transverse — Not required Longitudinal — Not required RACKS 'E': Single Row Racks (In -Rack Sprinklers Not At Every Tier) Treated as Double Transverse — 3 -inches required Row Racks*: Longitudinal — 6 -inches required Vertically aligned IFC Table 3208.3 * Random variations are allowed, provided that the configuration sub -note (b) does not obstruct water penetration. ** Longitudinal flue spaces are not required in double -row racks; however, if they are provided, maintain a minimum net width of 3 in throughout the vertical height of the rack. Longitudinal flue spaces are not required (1) for the storage tier located directly above in -rack sprinklers, or (2) when in -rack sprinklers are provided at every tier level. (see Attachments See Section 4.9 of this report for additional details on flue spaces for more details) and required flue space protection devices. Building Access IFC Table 3206.2, Access Roads: Road & Doors Sections 503.1.1, • Access roads required by IFC Section 503 (Section 4.3 on 503.2-8, 3206.6 • Access roads are existing and have been approved as part of Page 12) the shell building plans. Access Doors: • Access doors are required by Chapter 32 for high piled storage of Group A/High Hazard Commodities of more than 2,500 ft2 • One access door required per each 100 lineal feet of exterior walls if exterior wall faces an access road is required. Rev 11— MACY'S 17000 Southcenter Pkwy, Tukwilla, WA Rt-A;d�. Ei k�Axe;A ry{ i� At.>'" A"-.+'?K'�R?t Page 3 1 1 1 1 I 1 1 1 t 1 1 1 1 w Rev 11— MACY'S 17000 Southcenter Pkwy, Tukwilla, WA hi 4..J1.63aol :a au6 3a Page 4 (see Attachments for more details) • Two (2) access doors exist along the East and two (2) access doors exist along the South of the warehouse. • Final location and number of access doors is pending fire department approval. See Section 4.3 of this report for additional details on access doors. Aisle Width (Section 4.7 on Page 15) IFC 3206.9 IFC 3206.9.3 (see Attachments for more details) • Aisles of at least 44" are required in sprinklered buildings with high -piled storage exceeding 500 square feet • Cross aisles used only for employee access between aisles shall be a minimum of 24" wide • MACY'S LOGISTICS agrees to maintain a minimum of 4 ft aisle widths within the rack storage area in order to comply with the sprinkler requirements stated in Section 4.1 of this report. • Dead-end aisles shall not exceed 50 ft in length NOTE: Any floor/palletized storage cannot obstruct the minimum width of the aisles. See Section 4.7 of this report for additional details on aisle widths. Fire Extinguishers (Section 4.6 on Page 14) IFC Section 3206.10, 906 and Tables 906.1, 906.3 (1) & (2), 906.9 (see Attachments for more details) High -piled Storage Areas: 4-A:20-B:C ; • Maximum travel distance 75 f' ; • Maximum area per extinguisher 4,000 ft2 * If no flammable liquids are stored, otherwise travel distance <_ 50 Feet See Section 4.6 of this report for additional details on fire extinguishers. Hazardous Materials N/A N/A. Not part of the scope of this report Allowable Area IBC Table 503 (see Attachments for more details) Not within the scope of this report. Existing building. No proposed changes to type of construction, building square footage or occupancy unless otherwise specified by the Architect of Record. Rev 11— MACY'S 17000 Southcenter Pkwy, Tukwilla, WA hi 4..J1.63aol :a au6 3a Page 4 2. Introduction The following is a high -piled combustible storage code compliance report for MACY'S LOGISTICS, located at 17000 Southcenter Parkway in the city of Tukwila, WA. This report is intended to help both the owners and the fire department in expediting plan review and effectively determine the requirements necessary to meet the Fire Code. This report is based on the 2015 Editions of the International Fire Code and the International Building Code, 2016 Edition of NFPA 13, and the 2018 Edition of FM Datasheet 8-9. Rev 11— MACY'S 17000 Southcenter Pkwy, Tukwilla, WA ANL, As,< 3 Al W Page 5 3. Building Construction, Design, and Occupancies 3.1 Building Construction & Design MACY'S LOGISTICS will occupy a suite of approximately 183,600 ft2. No expansion or modification to the building is planned at this time unless otherwise specified by the Architect of Record. (Attachment #1) 3.2 Occupancies The facility will be used for warehousing. High piled storage in single, double and multiple row racks with solid shelves and aisles of at least of 4'-0" is planned in the rack storage area. Also, high piled storage in single row racks with open shelves and aisles of at least of 4'-0" is planned in the same rack storage area. High -piled storage is planned in the designated storage areas as follows: Table 1. High -Piled Storage Configurations in Designated Storage Areas STORAGE AREA STORAGE CONFIGURATION OPEN/CLOSED SHELVES AISLE WIDTH [FT -IN] A Rack: Multi Row Racks Closed 4'-0" B, C, D Rack: Single And Double Row Racks Closed 4'-0" E Rack: (Single Treated as) Double Row Racks Open 4'-0" MACY'S LOGISTICS will be classified overall as S-1 occupancy, unless otherwise specified by the Architect of Record. (Attachment #2) Table 2. Occupancy Classification And Associated Areas USE OCCUPANCY APPROXIMATE AREA SQ. FT. Warehouse Area S-1 183,600 High -Piled Storage Area S-1 183,600 Total Suite S-1 183,600 Other Uses Unknown Unknown Adjacent Tenants Unknown Unknown Total Building S-1 340,000 Rev 11 — MACY'S 17000 Southcenter Pkwy, Tukwilla, WA Page 6 Nes 4, r 11+1 0 Ira r 4. High -Piled Storage Requirements The highest hazard commodities for the Rack Storage Area A are classified as expanded, cartoned and exposed Group A/High Hazard commodities on conventional pallets and solid shelving in multi row racks. The highest hazard commodities for the Rack Storage Areas `B, C, D' are classified as expanded, cartoned and exposed Group A/High Hazard commodities on conventional pallets and solid shelving in single and double row racks. The highest hazard commodities for the Rack Storage Area E are classified as Class I-IV commodities on conventional pallets and open shelving in single row racks treated as double row racks (based on 76" rack depth). The following commodity classification per IFC Section 3203.2 through 3203.7.1 is designated as Class I-IV and Group A/High Hazard: (Attachment #3) Table 3. High -Piled & High -Piled Storage Specifications By Storage Area Products (Attachment #4) Method of Storage Storage Height Open Shelving Pallet Type Cartoned Encap- sulated Commodity Class* Mattresses And Upholstered Furniture Multi Row< Racks 28,-0° No (Solid) Convent ional No Yes GROUP A/HIGH HAZARD, EXPANDED Mattresses And Upholstered Furniture, Cased Goods Single & Double Row Rack <_ 28'-0° No (Solid) Convent ional Yes/No Yes GROUP A/HIGH HAZARD, EXPANDED Cased Goods (Single as) Double Row Rack s 28'-0" Yes Convent ional Yes/No Yes CLASS IV `Based on the highest hazard commodity Rack Storage: Per IFC Section 3204.1, a high -piled combustible storage area shall be based on the highest hazard commodity class stored except as provided in Section 3204.2. Therefore, the highest commodity class stored within the high -piled storage/rack storage area is exposed expanded Group A/High Hazard. (Attachments #4 and #5) Based on Table 3206.2, the following fire protection requirements will be provided by MACY'S LOGISTICS to meet the requirements of IFC Chapter 32, NFPA 13, and FM Datasheet 8-9 for the entire storage area (Attachment #6). Rev 11— MACY'S 17000 Southcenter Pkwy, Tu/avilla, WA Page 7 4.1 Automatic Fire Sprinkler System The following requirements are based on FM Datasheet 8-9 (2018 Edition): 4.1.1 Rack Storage Area (Attachments #6) Type of Storage: Type of Shelving: Commodity Stored: Flue Spaces for Standard Racks: Aisle Widths: Storage Height: Ceiling Height: Ceiling Sprinkler: In -Rack Sprinklers: rack sprinklers A Multi Row Racks Solid Shelves EXPOSED EXPANDED GROUP A PLASTICS Multi Row Racks (in -rack sprinklers at every tier): Transverse not required. Longitudinal not required (per IFC Table 3208.3) >_ 4'-0" <_ 28'-0" <_ 30'-8" Standard or Quick Response, listed for storage ordinary (160°f) temperature, upright or pendent sprinklers. Minimum density of 20 heads @ 30 psi. Hose allowance of 500 gpm. Water supply duration of 120 minutes Face and Flue In -rack sprinklers at every level. 14 in - (7 on 2 levels) @30 gpm, to be balanced with the overhead system.. Maximum horizontal spacing of 10' (i.e. every other Flue). Design shall be in accordance with FM Datasheet 8-9, Figure 10. Use in -rack sprinklers listed as quick -response when installing K14.0 or smaller sprinklers. In -rack sprinklers with larger K -factor values can be either quick -response or standard -response. Use a minimum K8.0 for in -rack sprinkler design flows greater than 30 gpm. In -Rack Sprinkler Type: Use nominally rated 160°F FM Approved in -rack sprinklers for all in -rack sprinkler installations. Horizontal Barriers: Required per FM Datasheet 8-9 or applicable specifications Existing sprinkler system does not meet the requirement for protection above. Additional (in -rack sprinkler) upgrades and/or calculations are required. Sprinkler contractor to confirm sprinklers are installed per FM Datasheet 8-9 and FM Datasheet 2-0 Rev 11 — MACY'S 17000 Southcenter Pkwy, Tukwila, WA Page 8 se N tit Type of Storage: Single And Double Row Racks Type of Shelving: Solid Shelves Commodity Stored: EXPOSED EXPANDED GROUP A PLASTICS Flue Spaces for Standard Racks: Transverse not required. Longitudinal not required (per IFC Table 3208.3) Aisle Widths: >_ 4'-0" Storage Height: <_ 28'-0" Ceiling Height: 30'-8" 4.1.2 Rack Storage Areas B, C, D (Attachments #6) U OM 1.1 N t°} V YEW N w., PO Ceiling Sprinkler: Standard or Quick Response, listed for storage ordinary (160°f) temperature, upright or pendent sprinklers. Minimum density of 20 heads @ 30 psi. Hose allowance of 500 gpm. Water supply duration of 120 minutes In -Rack Sprinklers: Flue only In -rack sprinklers at every level. 14 in -rack sprinklers (7 on 2 levels) @30 gpm, to be balanced with the overhead system.. Maximum horizontal spacing of 8' (i.e. every Flue). Design shall be in accordance with FM Datasheet 8-9, Figure 11 for Single Row Rack and Figure 12 for Double Row Racks. Use in -rack sprinklers listed as quick -response when installing K14.0 or smaller sprinklers. In -rack sprinklers with larger K -factor values can be either quick -response or standard -response. Use a minimum K8.0 for in - rack sprinkler design flows greater than 30 gpm. In - Rack Sprinkler Type: Use nominally rated 160°F FM Approved in -rack sprinklers for all in -rack sprinkler installations. Horizontal Barriers: Not required for this option Existing sprinkler system does not meet the requirement for protection above. Additional (in -rack sprinkler) upgrades and/or calculations are required. Sprinkler contractor to confirm sprinklers are installed per FM Datasheet 8-9 and FM Datasheet 2-0. Rev 11— MACY'S 17000 Southcenter Pkwy, Tukwilla, WA Page 9 4.1.3 Rack Storage Area E (Attachments #6) Type of Storage: Single Row Racks Treated as Double Row Racks Type of Shelving: > 50% Open (Mesh) Commodity Stored: CLASS I-IV & Cartoned Unexpanded Group A Plastics Flue Spaces for Standard Racks: Single Row Racks* treated as Double Row Racks (76" rack depth): 3" Transverse. Longitudinal not required. Flue spaces must be vertically aligned (per IFC Table 3208.3) * Random variations are allowed, provided that the configuration does not obstruct water penetration Aisle Widths: >_ 4'-0" Storage Height: <_ 28'-0" Ceiling Height: <_ 30'-8" Ceiling Sprinkler: Standard or Quick Response, listed for storage ordinary (160°f) temperature, upright or pendent sprinklers. Minimum density of 20 heads @ 7 psi. Hose allowance of 500 gpm. Water supply duration of 120 minutes In -Rack Sprinklers: One level of in -racks (face and flue) at the 20 ft level vertically. 8 in -rack sprinklers (8 on 1 level) @30 gpm, to be balanced with the overhead system. Maximum horizontal spacing of 8' (i.e. every Flue). Design shall be in accordance with FM Datasheet 8-9, Figure 13. Use in -rack sprinklers listed as quick -response when installing K14.0 or smaller sprinklers. In -rack sprinklers with larger K -factor values can be either quick -response or standard -response. Use a minimum K8.0 for in -rack sprinkler design flows greater than 30 gpm. In -Rack Sprinkler Type: Use nominally rated 160°F FM Approved in -rack sprinklers for all in -rack sprinkler installations. Horizontal Barriers: None Required Existing sprinkler system does not meet the requirement for protection above. Additional (in -rack sprinkler) upgrades and/or calculations are required. Sprinkler contractor to confirm sprinklers are installed per FM Datasheet 8-9 and FM Datasheet 2-0. Rev 11— MACY'S 17000 Southcenter Pkwy, Tukivilla, WA Page 10 01. IMF U VIM Note: Discrepancies between the sprinkler system information presented herein and actual conditions and/or conditions presented on plans are the sole responsibility of MACY'S LOGISTICS. Confirmation of compliance with the adopted edition of FM Datatsheet 8-9 (FM Datatsheet 2-0) for existing, new and/or tenant improvements to sprinkler system is outside the scope of this report. Sprinkler contractor to confirm existing and proposed sprinkler system design specifications and installation requirements per FM Datatsheet 8-9 (FM Datatsheet 2-0). 4.1.4 Additional Protection Requirements 4.1.4.1 Extent of Protection Per IFC 3206.2 and NFPA-13 Section 12.3 (Attachment #7), the extent and type of protection (including automatic sprinkler design densities) shall extend the lesser of 15 feet beyond the high -piled storage area or to a permanent partition. 4.1.4.2 Protection of Steel Columns Per IFC 3208.4 and NFPA-13 Section 17.1.4.1 and Table 17.1.4.1 (Attachment #7), where fireproofing of building columns located wholly or partially within the rack footprint (inclusive of flue space or within 12 inches of the footprint) is not provided and storage heights are in excess of 15 ft, protection of building columns within the rack structure shall be provided by the installation of in -rack sprinklers. 4.1.4.3 Fixed Obstruction Per NFPA-13 Sections 8.5.5.3.1 (Attachment #7), fire sprinklers are not required under fixed obstruction or open grate flowing unless their width is in excess of 4 ft. 4.1.4.4 Ceiling Slope Per NFPA-13 Section 12.1.2 (Attachment #7), the sprinkler system criteria specified are intended to apply to buildings with ceiling slopes not exceeding 2 in 12 (16.7 percent). 4.1.4.5 Open Top Containers Per NFPA-13 Sections 17.1.6 (Attachment #7), CMDA protection shall not apply to open - top containers. However, per NFPA-13 Section C.12 fire tests have shown that the issue of open -top containers used in rack storage only occurred in the upper storage tiers increasing sprinkler operation and fire spread in the main array. 4.1.5 Other Areas - OUTSIDE THE SCOPE Unknown and outside the scope of this report. 4.2 Alarm/Monitoring Per IFC 903.4, all valves controlling the water supply for automatic sprinkler systems, pumps, tanks, water levels and temperatures, critical air pressures, and water -flow switches on all sprinkler systems (if serving > 6 sprinklers) shall be electrically supervised by a listed fire alarm control unit. Alarm, supervisory and trouble signals shall be distinctly Rev 11 — MACY'S 17000 Southcenter Pkwy, Tukwilla, WA Page 11 different and shall be automatically transmitted to an approved supervising station or, when approved by the fire code official, shall sound an audible signal at a constantly attended location. One exterior approved audible device, located on the exterior of the building in an approved location, shall be connected to each automatic sprinkler system. Such sprinkler water -flow alarm devices shall be activated by water flow equivalent to the flow of a single sprinkler of the smallest orifice size installed in the system. Where a building fire alarm system is installed, actuation of the automatic sprinkler system shall actuate the building fire alarm system. Visible alarm notification appliances shall not be required except when required by Section 907. (Attachment #8) 4.3 Building Access - Doors & Roads Per IFC 3206.6 (Attachment #9), where building access is required, fire apparatus access PP roads shall be provided within 150 feet of all portions of the exterior walls of buildings used for high -piled storage. Per IFC Table 3206.6, building access is required for high -piled storage areas of High Hazard/Group A Plastics greater than 2,500 ft2. (Attachment #9) a- 4.3.1 Access Roads Per IFC 503.1.1 (Attachment #9), approved fire apparatus access roads shall be provided within 150 feet of all portions of the facility and all portions of the exterior walls of the first story of the building as measured by an approved route around the exterior of the building or facility. i Per IFC 503.2, fire apparatus access roads shall have an unobstructed width of not less than 20 feet, exclusive of shoulders, except for approved security gates in accordance with Section 503.6, and an unobstructed vertical clearance of not less than 13 feet 6 inches. The fire code official shall have the authority to require or permit modifications to the required access widths where they are inadequate for fire or rescue operations, or where necessary to meet the public safety objectives of the jurisdiction. Fire apparatus access roads shall be designed and maintained to support the imposed loads of fire apparatus and shall be surfaced so as to provide all-weather driving capabilities. The required turning radius of a fire apparatus access road shall be determined by the fire code official. Dead-end fire apparatus access roads in excess of 150 feet in length shall be provided with an approved area for turning around fire apparatus. The grade of the fire apparatus access road shall be within the limits established by the fire code official based on the fire department's apparatus. The angle of approach and departure for fire apparatus access roads shall be within the limits established by the fire code official based on the fire department's apparatus. (Attachment #9) r Access roads are existing and have been previously approved as part of the shell building. Rev 11— MACY'S 17000 Southcenter Pkwy, Tukwilla, WA Page 12 4.3.2 Access Doors Per IFC 3206.6.1 (Attachment #9), access doors shall be accessible without the use of a ladder. A minimum of one access door shall be provided in each 100 lineal feet, or fraction thereof, of the exterior walls that face required fire apparatus access roads. The required access doors shall be distributed such that the lineal distance between adjacent access doors does not exceed 100 feet. EXCEPTION: The linear distance between adjacent access doors is allowed to exceed 100 feet in existing buildings where no changes in occupancy is proposed. The number and distribution of access doors in existing buildings shall be approved. Per IFC 3206.6.1.2 and IFC 3206.6.1.3 (Attachment #9), access doors shall not be less than 3 feet in width and 6 feet 8 inches in height. Roll -up doors shall not be used unless approved. Only approved locking devices shall be used. Two (2) access doors exist along the East and two (2) access doors exist along the South of the warehouse - where exterior walls face an access road. Final location and number of access doors is pending fire department approval. (Attachment #9) 4.4 Smoke and Heat Removal Based on IFC Table 3206.2, smoke and heat removal is required in sprinklered high -pile storage areas of High Hazard/Group A Plastics commodities and more than 2,500 ft2 (Attachment #10) Per IFC 910.3 (Attachment #10) smoke and heat vents shall be design, installed and maintained in accordance with the following: o Listing and labeling. Smoke and heat vents are required to be listed and labeled to indicate their compliance with UL 793, FM 4430 or ICC ES AC 331. o Smoke and heat vent locations. Smoke and heat vents shall be located 20 feet or more from adjacent lot lines and fire walls and 10 feet or more from fire barriers. Vents shall be uniformly located within the roof in the areas of the building where the vents are required to be installed by Section 910.2, with consideration given to roof pitch, sprinkler location and structural members. o Smoke and heat vent area. The required aggregate area of smoke and heat vents in buildings equipped throughout with an automatic sprinkler system shall be calculated as follows, see Section 4.4.1. o Maintenance. Smoke and heat vents shall be maintained in an operative condition in accordance with NFPA 204 and Section 910.5.1.1. Fusible links for smoke and heat vents shall be replaced whenever fused, damaged or painted. Rev 11 - MACY'S 17000 Southcenter Pkwy, Tukwilla, WA Page 13 INN 4.4.1 High -Piled Storage Areas A-E The aggregate area of smoke and heat vents in buildings equipped throughout with an automatic sprinkler system shall be calculated as follows: (Attachment #10) Where: AvR = V/9000 V = Volume of the Storage Area = 30 ft 8 in x 183,600 ft2 = 5,630,400 ft3 A = Required Aggregate Vent Area = 5,630,400 ft3/ 9,000 = 626 ft2 Based on IFC 910.3.3, twenty smoke and heat vents [typ. 4' x 8'] are required. There are currently no existing smoke and heat vents and min 20 skylights within the storage area. PLEASE SEE SEPARATE APPEAL OF SMOKE AND HEAT VENT REQUIREMENTS BY INSURANCE UNDERWRITER. 4.5 Draft Curtains Draft curtains are no longer required per the International Fire Code for storage areas equipped with an approved fire sprinkler system. 4.6 Portable Fire Extinguishers Per IFC 906 and 3206.10 (Attachment #11), portable fire extinguishers shall be installed in the following locations: • In existing Group B and S-1 occupancies • Where required by the sections indicated in Table 906.1. Per IFC Table 906.3(1) & 906.3(2) (Attachment #11), the following is the proposed fire extinguisher type and layout: Storage Areas: 4-A:20-B:C @ Travel Distance <_ 75* Feet * If no flammable/combustible liquids are stored, otherwise travel distance <_ 50 Feet MACY'S LOGISTICS agrees to comply with the requirements for fire extinguishers. One extinguisher may provide coverage to a maximum of 4,000 ft2. Fire extinguisher types and locations will be provided by MACY'S LOGISTICS or fire extinguisher vendor and approved by the fire department. Portable fire extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicated the need for placement away from normal paths of travel. Portable fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the location of extinguishers. Rev II — A4ACY'S 17000 Southcenter Pkwy, Tukwilla, WA Page 14 4.7 Aisle Widths Per IFC 3206.9 (Attachment #12), aisles in sprinklered buildings not accessible to the public with high -piled storage areas exceeding 500 ft2 shall comply with the following: • Aisles shall be a minimum of 44 inches * • Cross aisles used only for employee access between aisles shall be a minimum of 24 inches in width • MACY'S LOGISTICS agrees to maintain a minimum of 4'-0"aisle widths within the rack storage area in order to comply with the sprinkler requirements stated in Section 4.1 of this report. • Required aisles widths shall extend from floor to ceiling. Rack structural supports and catwalks are allowed to cross aisles at a minimum height of 6'-8" above the finished floor level, provided that such supports do not interfere with fire department hose stream trajectory. • Dead end aisles shall not exceed 50 feet MACY'S LOGISTICS agrees to meet the above requirements for aisle widths and dead ends. Additionally, MACY'S LOGISTICS agrees to arrange their floor/palletized storage (if any), such that it does not obstruct the minimum required width of the aisles. 4.8 Housekeeping & Maintenance Per IFC 901.6 and IFC 3205 (Attachment #13), the following are general maintenance and safety requirements: • Rack Structures. The structural integrity of racks shall be maintained • Smoking. Smoking shall be prohibited. Approved "NO SMOKING" signs shall be conspicuously posted. • Ignition sources. Clearance from ignition sources shall be provided. • Aisle Maintenance. When restocking is not being conducted, aisles shall be kept clear of storage, waste materials and debris. Fire department access doors, aisles and exit doors shall be unobstructed. During restocking operations using manual stocking methods, a minimum unobstructed aisle width of 24 inches of the required aisle width shall be maintained in 48 inch or smaller aisles, and a minimum unobstructed aisle width of one-half of the required aisle width shall be maintained in aisles greater than 48 inches. During mechanical stocking operations, a minimum unobstructed aisle width of 44 inches shall be maintained. • Flue Spaces. Flue spaces shall be maintained for rack storage (Rack E only). (Attachment #14). • Fire Protection Systems. Fire protection systems shall be maintained in an operative condition at all times and shall be replaced or repaired where defective. Per IFC 901.6 (Attachment #13), non -required fire protection systems (i.e. extinguishing systems, smoke and heat vents, etc.) shall be inspected, tested and maintained or removed. Rev 11 — MACY 'S 17000 Southcenter Pkwy, Tukwilla, WA Page 15 4.9 Flue Spaces for Rack Storage Per IFC 3208.3 and Table 3208.3 (Attachment #14), flue spaces shall be maintained for rack storage. Where required by the fire code official, required flue spaces in rack storage shall be equipped with approved devices to protect the required flue space. Such devices shall not be moved or modified. Racks A, B, C, D Per IFC Table 3208.3, flue spaces are not required when in -racks are provided at every level. Racks E Double Row Racks*: Transverse — 3 -inches & Longitudinal — 6 -inches Vertically aligned * Transverse Flue Spaces: Random variations (in flue space size) are not allowed, for storage heights >25'. 4.10 Hose Connections Per IFC 3206.8, hose connections are not required unless exit passageways are required by the International Building Code for egress within the high piled storage areas. In this case a Class I standpipe system shall not be provided in accordance with IFC Section 905. Rev 11— MACY'S 17000 Soulhcenter Pkwy, Tukwilla, WA Page 16 U OUP NMI PP INN NMI NM 5. Means of Egress A complete exit analysis is outside the scope of this report and, when required, will be provided by the Architect of Record. The following general egress requirements apply to the proposed sprinklered occupancies. (Attachment #15) 5.1 Storage ES -1 Occupancy] • Per IBC 1005.3.2, egress width components other than stairways shall be 0.2 inch/occupant. • Per IBC Table 1006.2.1, spaces with only one exit or exit access doorway shall have a maximum occupant load of 29 and the common path of egress travel shall not exceed 100 feet. Per IBC Table 1017.2 and IFC Table 3206.2 Footnote 'j', exit access travel distance shall not exceed 250 feet, where ESFR sprinkler systems are installed and Smoke and Heat Removal is not required (or not installed). o Per IBC 1017.2.2, exit access travel distance can be increased to 400 feet when the portion of the building classified as Group S-1 is limited to one story in height, the minimum height from the finished floor to the bottom of the ceiling or roof slab or deck is 24 feet and the building is equipped throughout with an approved automatic sprinkler system. NOTE: If ESFR sprinkler systems are installed and Smoke and Heat Removal is not provided, then the exit access travel distance cannot be increased to 400 feet. • Per IBC 1020.4, Exception 2, dead ends through common path of egress shall not exceed 50 feet. 5.2 Other Areas - Outside the Scope Unknown and outside the scope of this report. See architectural plans. MACY'S LOGISTICS agrees to meet the above requirements for travel distance. Rev 11— MACY'S 17000 Southcenter Pkwy, Tukwilla, WA Page 17 NIP INN 6. Exposures 6.1 Occupancy Separation MACY'S LOGISTICS is classified as an S-1 occupancy, unless otherwise specified by the Architect of Record. Occupancy separation is not required. Based on IBC Table 508.4, there are no requirements for mixed occupancy fire barrier walls. However there are no occupancy separation requirements between B, F-1 and S-1 Occupancies, should any B and/or F-1 exist within the facility. (Attachment #16) Separation of High -Piled Storage Areas Per IFC 3206.3.2.1 (Attachment #17), the aggregate of all high -piled storage areas within a building shall be used for the application of Table 3206.2 unless such areas are separated from each other by 1 -hour fire barrier walls constructed in accordance with the International Building Code. Openings in such walls shall be protected by opening protective assemblies having a 1 -hour fire protection rating. One hour fire separation is required between MACY'S LOGISTICS and any adjacent tenant spaces. 6.2 Allowable Area and Sideyards The building is existing. No proposed changes to type of construction, building square footage or occupancy unless otherwise specified by the Architect of Record. Rev 11 — MACY'S 17000 Soulhcenter Pkwy, Tukwiila, WA 1•i) Page 18 7. Conclusion It is the opinion of Klausbruckner & Associates that the above will meet the requirements, and/or intent of the 2015 Edition of the International Fire Code, the 2015 Edition of the International Building Code, the 2018 Edition of Factory Mutual Datasheet 8-9, and the 2016 Edition of NFPA 13 Standard for the Installation of Sprinkler Systems, for the type of occupancy and storage. By way of my signature, MACY'S LOGISTICS agrees to meet the storage conditions required and specified in this report. Mil u/1 MACY'S LGGISTICS Repre$'entative - Sign Name Date MACY'S LOGISTICS Representative - Print Name MIN Rev 11 - MACY'S 17000 Soulhcenler Pkwy, Tukwilla, WA 4 Page 19 P 8. Appendix A: Attachments Attachment #1: CONSTRUCTION AND BUILDING DESIGN, AREA OF WORK Attachment #2: OCCUPANCIES Attachment #3: COMMODITY CLASSIFICATION Attachment #4: DESIGNATION OF HIGH PILED STORAGE Attachment #5: GENERAL FIRE PROTECTION & LIFE SAFETY REQUIREMENTS Attachment #6: AUTOMATIC FIRE SPRINKLER SYSTEM - RACK STORAGE AREA #1 Attachment #7: ADDITIONAL PROTECTION REQUIREMENTS Attachment #8: ALARM/MONITORING Attachment #9: BUILDING ACCESS — DOORS & ROADS Attachment #10: SMOKE AND HEAT REMOVAL Attachment #11: PORTABLE FIRE EXTINGUISHERS Attachment #12: AISLE WIDTHS Attachment #13: HOUSEKEEPING & MAINTENANCE Attachment #14: FLUE SPACES FOR RACK STORAGE Attachment #15: MEANS OF EGRESS Attachment #16: OCCUPANCY SEPARATION Attachment #17: SEPARATION OF HIGH -PILED STORAGE AREAS Rev 11 — MACY'S 17000 Southcenter Pkwy, Tukwilla, WA Page 20 ATTACHMENT #1 BUILDING CONSTRUCTION & DESIGN U �I.IOND 0 id U z • 46, U 0 -U 0 cC it3 '. Oco3U3. U c a- X Q cu 02 d U _; N '<L 0 X © -§ w Z —J IL 1 J G I � i Z 1 V1: Q 1 _ 1 d 1 I4Wu4(4illi414114161 J ULOZi6tOZ S.35VHd 00Y 6101/60/g 5 IN u:ww. .a�.:.:.4... ,.:».,.w w.. «Moxsi - - "' > • �Z�SN`>.n 419.61, a. c /;Y '1014 S 6 LSO 1 719 O :A100V 0351A311 G99S3SVHd 0351Alo 995515VHd 01030238 6 0/g0/g _ - 6 /91/9 f 6400/6t/g Z _0 j W 1Q `�� 4���.4We'l'; ON IW ^� M : y11 'S«ol n O1 0902020 swwm•a •IVNOIiVNN31N1 ”" S' A c� S311S10' 01 S2A3yW c 1•' 1 07. JNIAINF30 - 1N3W39tl1d3H 717VN Z-NOIldO c«tv,VnanH nnllfnn v4nn.ti.nnai mcua.. LeUile 4 -U 0 cC it3 '. Oco3U3. U c a- X Q cu 02 d U _; N '<L 0 X © -§ w Z —J IL 1 J G I � i Z 1 V1: Q 1 _ 1 d 1 I4Wu4(4illi414114161 J Ig .r. �x{ 0 IP z • eae 0 r ATTACHMENT #2 OCCUPANCIES CHAPTER 3 USE AND OCCUPANCY CLASSIFICATION User note: Code change proposals to sections preceded by the designation [F] will be considered by the International Fire Code Development Committee during the 2016 (Group B) Code Development Cycle. See explanation on page iv. SECTION 301 GENERAL 301.1 Scope. The provisions of this chapter shall control the classification of all buildings and structures as to use and occupancy. ‘SECTION",302 CLASs1FlCATION 3024'General. Structures or "portions of sti aures shall be classified .With respect to • occupancy in one 'or more of the' groups listed in this section.'A ytioni it space that is intended to`be occupied at different times for different purposes shall comply ',with all of the requirements thatre :applicable: to each';'of the purposes :for -which the rooin: pt. ''Space will ".15,0;,; occupied"S.tructures with multiple,occupancie`s or uses shall': amply;with Section 508.; Where a structure; proposed for .a'1.1 p se.that is not specifically provided for.in:this"code, such cture shall, be classified Jn,the groupthat.th&becupancye,, nuOSt:n arty resembles,. according to. the; fire; safety and,,rela- '-tivehazard: involved. ;, 1. Assembly (see Section 303): Groups A-1, A-2, A-3, A-4 and A-5. 2. Business (see Section 304): Group B. 3. Educational (see Section 305): Group E. 4. Factory and Industrial (see Section 306): Groups F-1 and F-2. 5. High Hazard (see Section 307): Groups H-1, H-2, H-3, H-4 and H-5. 6. Institutional (see Section 308): Groups I-1, 1-2, I-3 and I-4. 7. Mercantile (see Section 309): Group M. 8. Residential (see Section 310): Groups R-1, R-2, R-3 and R-4. 9. Storage (see; Section, ,Group's S-1 and 5-2._ry 10. Utility and Miscellaneous (see Section 312): Group U. SECTION 303 ASSEMBLY GROUP A 303.1 Assembly Group A. Assembly Group A occupancy includes, among others, the use of a building or structure, or a portion thereof, for the gathering of persons for purposes such as civic, social or religious functions; recreation, food or drink consumption or awaiting transportation. 2015 INTERNATIONAL BUILDING CODE® INTERNATIONAL, CODE COUNCIL 303.1.1 Small buildings and tenant spaces. A building or tenant space used for assembly purposes with an occupant load of less than 50 persons shall be classified as a Group B occupancy. 303.1.2 Small assembly spaces. The following rooms and spaces shall not be classified as Assembly occupancies: 1. A room or space used for assembly purposes with an occupant load of less than 50 persons and accessory to another occupancy shall be classified as a Group B occupancy or as part of that occupancy. 2. A room or space used for assembly purposes that is less than 750 square feet (70 m2) in area and acces- sory to another occupancy shall be classified as a Group B occupancy or as part of that occupancy. 303.1.3 Associated with Group E occupancies. A room or space used for assembly purposes that is associated with a Group E occupancy is not considered a separate occu- pancy. 303.1.4 Accessory to places of religious worship. Accessory religious educational rooms and religious audi- toriums with occupant loads of less than 100 per room or space are not considered separate occupancies. 303.2 Assembly Group A-1. Group A-1 occupancy includes assembly uses, usually with fixed seating, intended for the production and viewing of the performing arts or motion pic- tures including, but not limited to: Motion picture theaters Symphony and concert halls Television and radio studios admitting an audience Theaters 303.3 Assembly Group A-2. Group A-2 occupancy includes assembly uses intended for food and/or drink consumption including, but not limited to: Banquet halls Casinos (gaming areas) Nightclubs Restaurants, cafeterias and similar dining facilities (including associated commercial kitchens) Taverns and bars 303.4 Assembly Group A-3. Group A-3 occupancy includes assembly uses intended for worship, recreation or amusement and other assembly uses not classified elsewhere in Group A including, but not limited to: Amusement arcades Art galleries Bowling alleys Community halls 41 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckner on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. C i I USE AND OCCUPANCY CLASSIFICATION 310.3 Residential Group R-1. Residential Group R-1 occu- pancies containing sleeping units where the occupants are primarily transient in nature, including: Boarding houses (transient) with more than 10 occupants Congregate living facilities (transient) with more than 10 occupants Hotels (transient) Motels (transient) 310.4 Residential Group R-2. Residential Group R-2 occu- pancies containing sleeping units or more than two dwelling units where the occupants are primarily permanent in nature, including: Apartment houses Boarding houses (nontransient) with more than 16 occupants Congregate living facilities (nontransient) with more than 16 occupants Convents Dormitories Fraternities and sororities Hotels (nontransient) Live/work units Monasteries Motels (nontransient) Vacation timeshare properties 310.5 Residential Group R-3. Residential Group R-3 occu- pancies where the occupants are primarily permanent in nature and not classified as Group R-1, R-2, R-4 or I, includ- ing: Buildings that do not contain more than two dwelling units Boarding houses (nontransient) with 16 or fewer occupants Boarding houses (transient) with 10 or fewer occupants Care facilities that provide accommodations for five or fewer persons receiving care Congregate living facilities (nontransient) with 16 or fewer occupants Congregate living facilities (transient) with 10 or fewer occupants Lodging houses with five or fewer guest rooms 310.5.1 Care facilities within a dwelling. Care facilities for five or fewer persons receiving care that are within a single-family dwelling are permitted to comply with the International Residential Code provided an automatic sprinkler system is installed in accordance with Section 903.3.1.3 or Section P2904 of the International Residen- tial Code. 310.5.2 Lodging houses. Owner -occupied lodging houses with five or fewer guest rooms shall be permitted to be constructed in accordance with the International Residen- tial Code. 310.6 Residential Group R-4. Residential Group R-4 occu- pancy shall include buildings, structures or portions thereof for more than five but not more than 16 persons, excluding staff, who reside on a 24-hour basis in a supervised residen- tial environment and receive custodial care. Buildings of 50 INTERNATIONAL CODECOUNCIr Group R-4 shall be classified as one of the occupancy condi- tions specified in Section 310.6.1 or 310.6.2. The persons receiving care are capable of self-preservation. This group shall include, but not be limited to, the following: Alcohol and drug centers Assisted living facilities Congregate care facilities Group homes Halfway houses Residential board and care facilities Social rehabilitation facilities Group R-4 occupancies shall meet the requirements for construction as defined for Group R-3, except as otherwise provided for in this code. 310.6.1 Condition 1. This occupancy condition shall include buildings in which all persons receiving custodial care, without any assistance, are capable of responding to an emergency situation to complete building evacuation. 310.6.2 Condition 2. This occupancy condition shall include buildings in which there are any persons receiving custodial care who require limited verbal or physical assis- tance while responding to an emergency situation to com- plete building evacuation. SECTION STORAGE GROUP S;- 311.1 Storag"e Group,.gS. Stcirage Group occupancy includes; among others; the use:of.a building or: structure", or a ; portion'thereof.for storage"that is not -classified as a 1 azard- 4 r Ous Occupancy.;: 311.1 1 Accessory; storage."spaees Aroam br-space used for"storage purposes',that is' less than 140 square fee((: in?) in area and accessory to another occupancy s1411 be,1 classified As: part of that occupancy: -The aggregate area:,O sucii,;romits or spaces' -shall not exceed the allowable area; limits of Section 508.2:' 311.2 Moderate -hazard sl orage, Group'S-l. Storage Group ; S-1 occupancies are buildings; occupied for storage uses"that ifrc not classified asGroup:S-2,:including, but not li iced stclrage of the following:;; • ", Aerosols; . Levels 2 "and 3, ircraft hangar (storage and repair) l3ags: cloth. butlap,arid paper Bamboos and rattan Baskets Belting: canvas and leather Books and paper in rolls or packs Boots and shoes Buttons, including cloth covered, pearl or Cardboard and cardboard boxes Clothing, woolen wearing apparel Cordage Pry boat storage (indoor) Furniture Furs" Glues, mucilage, pa stes and size ne I 2015 INTERNATIONAL BUILDING CODE® Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED): accessed by Ellie Klausbruckner on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. Grains-r, Horns and combs, other, tlian 'celluloid Leather .; Linoleum g ;' Iu ber1= _ Iv otos vehicle repair'garages coniplyrngwtth tli .y,...»,.•: matte pu i allowable quantities of hazardous triaterrals listed iin'<Table 307.1:01 (see,Section 4116.8) Photo engravings Resilient tloorrng < „'.• Silks Soalrs"f Sugar,q,.',r,--*,_,,: `Tires, bulk storage of"; ' w, Tobacco,'i igars; cigarettes and snuff 1Jpholstery and irrattresses.-, Wax candles 311.3 Low -hazard storage, Group S-2. Storage Group S-2 occupancies include, among others, buildings used for the storage of noncombustible materials such as products on wood pallets or in paper cartons with or without single thick- ness divisions; or in paper wrappings. Such products are per- mitted to have a negligible amount of plastic trim, such as knobs, handles or film wrapping. Group S-2 storage uses shall include, but not be limited to, storage of the following: Asbestos Beverages up to and including 16 -percent alcohol in metal, glass or ceramic containers Cement in bags Chalk and crayons Dairy products in nonwaxed coated paper containers Dry cell batteries Electrical coils Electrical motors Empty cans Food products Foods in noncombustible containers Fresh fruits and vegetables in nonplastic trays or containers Frozen foods Glass Glass bottles, empty or filled with noncombustible liquids Gypsum board Inert pigments Ivory Meats Metal cabinets Metal desks with plastic tops and trim Metal parts Metals Mirrors Oil -filled and other types of distribution transformers Parking garages, open or enclosed Porcelain and pottery Stoves Talc and soapstones Washers and dryers 2015 INTERNATIONAL BUILDING CODE® INTERNATIONAL CODE COUNCtt' USE AND OCCUPANCY CLASSIFICATION SECTION 312 UTILITY AND MISCELLANEOUS GROUP U 312.1 General. Buildings and structures of an accessory character and miscellaneous structures not classified in any specific occupancy shall be constructed, equipped and main- tained to conform to the requirements of this code commen- surate with the fire and life hazard incidental to their occupancy. Group U shall include, but not be limited to, the following: Agricultural buildings Aircraft hangars, accessory to a one- or two-family residence (see Section 412.5) Barns Carports Fences more than 6 feet (1829 mm) in height Grain silos, accessory to a residential occupancy Greenhouses Livestock shelters Private garages Retaining walls Sheds Stables Tanks Towers 51 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED): accessed by Elhe Klausbruckncr on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. ATTACHMENT #3 COMMODITY CLASSIFICATION CHAPTER 32 HIGH -PILED COMBUSTIBLE STORAGE SECTION 3201 GENERAL 3201.1 Scope. High piled combustible storage shall be in accordance with this chapter. In addition to the requirements of this chapter, the following material -specific requirements shall apply: 1. Aerosols shall be in accordance with Chapter 51. 2. Flammable and combustible liquids shall be in accor- dance with Chapter 57. 3. Hazardous materials shall be in accordance with Chap- ter 50. 4. Storage of combustible paper records shall be in accor- dance with NFPA 13. 5. Storage of combustible fibers shall be in accordance with Chapter 37. 6. General storage of combustible material shall be in accordance with Chapter 3. 3201.2 Permits. A permit shall be required as set forth in Section 105.6. 3201.3 Construction documents. At the time of building permit application for new structures designed to accommo- date high -piled storage or for requesting a change of occu- pancy/use, and at the time of application for a storage permit, plans and specifications shall be submitted for review and approval. In addition to the information required by the Inter- national Building Code, the storage permit submittal shall include the information specified in this section. Following approval of the plans, a copy of the approved plans shall be maintained on the premises in an approved location. The plans shall include all of the following: 1. Floor plan of the building showing locations and dimensions of high piled storage areas. 2. Usable storage height for each storage area. 3. Number of tiers within each rack, if applicable. 4. Commodity clearance between top of storage and the sprinkler deflector for each storage arrangement. 5. Aisle dimensions between each storage array. 6. Maximum pile volume for each storage array. 7. Location and classification of commodities in accor- dance with Section 3203. 8. Location of commodities that are banded or encapsu- lated. 9. Location of required fire department access doors. 10. Type of fire suppression and fire detection systems. 11. Location of valves controlling the water supply of ceiling and in -rack sprinklers. 12. Type, location and specifications of smoke removal and curtain board systems. 13. Dimension and location of transverse and longitudinal flue spaces. 14. Additional information regarding required design fea- tures, commodities, storage arrangement and fire pro- tection features within the high -piled storage area shall be provided at the time of permit, when required by the fire code official. 3201.4 Evacuation plan. Where required by the fire code official, an evacuation plan for public accessible areas and a separate set of plans indicating location and width of aisles, location of exits, exit access doors, exit signs, height of stor- age, and locations of hazardous materials shall be submitted at the time of permit application for review and approval. Fol- lowing approval of the plans, a copy of the approved plans shall be maintained on the premises in an approved location. SECTION 3202 DEFINITIONS 3202.1 Definitions. The following terms are defined in Chap- ter 2: ARRAY. ARRAY, CLOSED. AUTOMATED RACK STORAGE. BIN BOX. COMMODITY. EARLY SUPPRESSION FAST -RESPONSE (ESFR) SPRINKLER. EXPANDED PLASTIC. EXTRA -HIGH -RACK COMBUSTIBLE STORAGE. HIGH -PILED COMBUSTIBLE STORAGE. HIGH -PILED STORAGE AREA. LONGITUDINAL FLUE SPACE. MANUAL STOCKING METHODS. MECHANICAL STOCKING METHODS. SHELF STORAGE. SOLID SHELVING. TRANSVERSE FLUE SPACE. 2015 INTERNATIONAL FIRE CODE® Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckner on Jul SECTION 3203 COMMODITY CLASSIFICATION 3203.1 Classification of commodities. Commodities shall be classified as Class 1, II, JJI, IV or hi 'hazard in accordance with this section. Materials listed within each commodity 287 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. HIGH -PILED COMBUSTIBLE STORAGE I sficaton are assumed to be utmiodified "ar;_,u proved`_ nibustibility characteristiics<:Use;,r f flatne-retarding lociifi« .:. ers or the physicaliform,of the material could change the clas=`' sific ttpn Se"e`Scttot X203 for classificatioi =of Group andCplastics.,"«,_ t- • 3203.2 Class I commodities. Class I commodities are essen- tially noncombustible products on wooden pallets, in ordi- nary corrugated cartons with or without single -thickness dividers, or in ordinary paper wrappings with or without pal- lets. Class I commodities are allowed to contain a limited amount of Group A plastics in accordance with Section 3203.7.4. Examples of Class I commodities include, but are not limited to, the following: Alcoholic beverages not exceeding 20 -percent alcohol Appliances noncombustible, electrical Cement in bags Ceramics Dairy products in nonwax-coated containers (excluding bottles) Dry insecticides Foods in noncombustible containers Fresh fruits and vegetables in nonplastic trays or containers Frozen foods Glass Glycol in metal cans Gypsum board Inert materials, bagged Insulation, noncombustible Noncombustible liquids in plastic containers having less than a 5 -gallon (19 L) capacity Noncombustible metal products 3203.3 Class II commodities. Class II commodities are Class I products in slatted wooden crates, solid wooden boxes, multiple -thickness paperboard cartons or equivalent combustible packaging material with or without pallets. Class II commodities are allowed to contain a limited amount of Group A plastics in accordance with Section 3203.7.4. Exam- ples of Class II commodities include, but are not limited to, the following: Alcoholic beverages not exceeding 20 -percent alcohol, in combustible containers Foods in combustible containers Incandescent or fluorescent light bulbs in cartons __Thinly coated,finewire,,o t.reels;or_in cartons 3203,4 Class'. ft -cotuinodittes;'Class ;III commodities are? omruodities of Wood, paper, statural fiber cloth ::'Or Group" C plastics or products thereof, with =or without Ballets. Products, ::are allowed tO,ContainliMItedAntotints of Group A or Bplas- cs; such as -metal; bicycles With "plastic handles, pedals, seats and tires. Group ;A: plastics "sh'all'be limited in;:accordance: ' With; Section 3203.7.4. Examples of Class III cotnmodities. include,`but are not limited to, the following Aerosol, Level I (see Chapter 51) Biomass briquettes, bagged, and static piles Biomass pellets, bagged, and static piles Charcoal 288 Combustible fiberboard Cork, baled Corn cobs, static piles Corn stover, baled and chopped Feed, bagged Fertilizers, bagged Firewood Food in plastic containers Forest residue, round wood or chipped (branches, bark, • cross -cut cnds,.edgings and_treetops) , Furni#tire:;':wood, natural fiber, upholstered, ooiiplasttc, wood or riietal "with gplastic-padded and, covered arm ... . Glycol in combustible containers not exceeding 25 percent Lubricating or hydraulic fluid in metal cans Lumber Mattresses, excluding foam rubber and foam plastics Noncombustible liquids in plastic containers having a capacity of more than 5 gallons (19 L) Paints, oil base, in metal cans Paper, waste, baled Paper and pulp, horizontal storage, or vertical storage that is banded or protected with approved wrap Paper in cardboard boxes Peanut hulls, bagged, and static piles Pillows, excluding foam rubber and foam plastics Plastic -coated paper food containers Plywood Rags, baled Recovered construction wood Rice hulls, bagged, and static piles Rugs, without foam backing Seasonal grasses, baled and chopped Straw, baled Sugar, bagged Wood, baled Wood chips, bagged, and static piles Woody biomass, round wood or chipped (vase -shaped stubby bushes, bamboo, willows; branches, bark and stem wood) Wood doors, frames and cabinets Wood pellets, bagged, and static piles Yarns of natural fiber and viscose r.... .... .. __m;.. 3203 5''Class IV eann:nodities Class•• IV'corntnoatties are i Class I ilor III products containntg Group ;A "plasties in ordi- nar "corrugated cartons" and Class), I anvil III products„ with Group, A "plastic packaging, with nr without, pallets: `Group 13 plastics and free-flowing Group A plastics °"are also','i;tcltided I m -this class. The totalamountof nonfree,lowing :Group A plastics shall:be in accordancme,witi Section .3203.7.4:';Exam- ples'of Class,IV comodities include, but= are not'rlimited to, the following; Aerosol, Level 2 (see Chapter 51) Alcoholic beverages, exceeding 20 -percent but less than 80 -percent alcohol, in cans or bottles in cartons Clothing, synthetic or nonviscose Combustible metal products (solid) - Furniture, plastic upholstered "` i I 2015 INTERNATIONAL FIRE CODE® I i i i I Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckncr on Jul 21. 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. Furniture, wood or metal with plastic covering and padding Glycol in combustible containers (greater than 25 percent and less than 50 percent) Linoleum products Paints, oil base in combustible containers Pharmaceutical, alcoholic elixirs, tonics, etc. Rugs, foam back Shingles, asphalt Thread oryarn, synthetic or nonyiscose • 03.6 high -hazard commindirtes: Highhazard commodi- ttes :are h,Jgtt-Hazard -products `present ng special f e,hazards beyond.those of`Class I, 11,I11 or1V: GroupA plastics'not Otherwise 'classified °ars included Ali<:tliis class.. Examples of. =-hazard commodities include; but are not limited :to; the, ollovtrtng Aerosol, Leve1.3 (see Chapter 5]}... Alcoholic beverages, exceeding 80 -percent alcohol, in bottles or cartons Commodities of any class in plastic containers in carousel storage Flammable solids (except solid combustible metals) Glycol in combustible containers (50 percent or greater) Lacquers that dry by solvent evaporation, in metal cans or cartons Lubricating or hydraulic fluid•in,plastic containers Mattresses; foam rubber or foainplastics" Pallets and flats that are idle combustible Paper and pulp, rolled, in vertical storage that is unbanded or not protected with an approved wrap Paper, asphalt, rolled, horizontal storage Paper, asphalt, rolled, vertical storage Pillows, foam rubber and foam plastics Pyroxylin Rubber tires Vegetable oil and butter in plastic containers '3203.7. Classification, of plastics:" ?lashes shall be designated as Group A;;B or C in accordance 'with Sections 3203.7.1 through 32203.7.4. 3203.7.1. Group A plastics: Group A plastics are plastic Materials having a heat ©fcombustion that is Much higher than that of<ordinary combustibles, arid a burning rate higher than that of Group 13 plastics:: kampleS of Group A i lastics include,t' btare not limited to, The following: } ABS (acrylonitrile -butadiene -styrene copolymer) Acetal (polyformaldehyde) Acrylic (polymethyl methacrylate) Butyl rubber EPDM (ethylene propylene rubber) FRP (fiberglass -reinforced polyester) Natural rubber (expanded) HIGH -PILED COMBUSTIBLE STORAGE Nitrile rubber (acrylonitrile butadiene rubber) PET or PETE (polyethylene terephthalate) Polybutadiene Polycarbonate Polyester elastomer Polyethylene Polypropylene Polystyrene (expanded and unexpanded) Polyurethane (expanded and unexpanded) PVC (polyvinyl chloride greater than 15 -percent plasti- cized, e.g., coated fabric unsupported film) SAN (styrene acrylonitrile) SBR (styrene butadiene rubber) 3203.7.2 Group B plastics. Group B plastics are plastic materials having a heat of combustion and a burning rate higher than that of ordinary combustibles, but not as high as those of Group A plastics. Examples of Group B plas- tics include, but are not limited to, the following: Cellulosics (cellulose acetate, cellulose acetate butyr- ate, ethyl cellulose) Chloroprene rubber Fluoroplastics (ECTFE, ethylene-chlorotrifluoroethyl- ene copolymer; ETFE, ethylene-tetrafluoroethylene copolymer; FEP, fluorinated ethylene -propylene copolymer) Natural rubber (nonexpanded) Nylon (Nylon 6, Nylon 6/6) PVC (polyvinyl chloride greater than 5 -percent, but not exceeding 15 -percent plasticized) Silicone rubber 3203.7.3 Group C plastics. Group C plastics are plastic materials having a heat of combustion and a burning rate similar to those of ordinary combustibles. Examples of Group C plastics include, but are not limited to, the fol- lowing: Fluoroplastics (PCTFE, polychlorotrifluoroethylene; PTFE, polytetrafluoroethylene) Melamine (melamine formaldehyde) Phenol PVC (polyvinyl chloride, rigid or plasticized less than 5 percent, e.g., pipe, pipe fittings) PVDC (polyvinylidene chloride) PVDF (polyvinylidene fluoride) PVF (polyvinyl fluoride) Urea (urea formaldehyde) 3203.7.4 Limited quantities of Group A plastics in mixed commodities. Figure 3203.7.4 shall be used to determine the quantity of Group A plastics allowed to be stored in a package or carton or on a pallet without increasing the commodity classification. 2015 INTERNATIONAL FIRE CODE® 289 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckncr on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. ATTACHMENT #4 DESIGNATION OF HIGH -PILED STORAGE AREAS SECTION 3204 DESIGNATION OF HIGH -PILED STORAGE AREAS '3204.11,Geneirall 7 igh piled storage amus, and .portions 'of high piled storag a e ts; ntended for;storage,of a °i iitei nt commodity -class than adjacent "areas, shall bf designed :and tspecifiically #destgnated;;to contain -Class i. class ii, Class Tli, Class'IV or high hazard= commodities.`fihe, destgnatton of a. Itrgh-pried com ustible 6 storage area,; .:or portion thereof Intended for storage4ofa;different commodity class,'; shall' be bas`ed'"on the highest=hazar'd commodity class stored 46***: provided itt Section nn.04 2 3204.2 Designation based on engineering analysis. The designation of a high piled combustible storage area, or por- tion thereof, is allowed to be based on a lower hazard class than that of the highest class of commodity stored when a limited quantity of the higher hazard commodity has been demonstrated by engineering analysis to be adequately pro- tected by the automatic sprinkler system provided. The engi- neering analysis shall consider the ability of the sprinkler system to deliver the higher density required by the higher hazard commodity. The higher density shall be based on the actual storage height of the pile or rack and the minimum allowable design area for sprinkler operation as set forth in the density/area figures provided in NFPA 13. The contigu- ous area occupied by the higher hazard commodity shall not exceed 120 square feet (11 m2) and additional areas of higher hazard commodity shall be separated from other such areas by 25 feet (7620 mm) or more. The sprinkler system shall be capable of delivering the higher density over a minimum area of 900 square feet (84 m2) for wet pipe systems and 1,200 square feet (111 m2) for dry pipe systems. The shape of the design area shall be in accordance with Section 903. SECTION 3205 HOUSEKEEPING AND MAINTENANCE 3205.1 Rack structures. The structural integrity of racks shall be maintained. 3205.2 Ignition sources. Clearance from ignition sources shall be provided in accordance with Section 305. 3205.3 Smoking. Smoking shall be prohibited. Approved "No Smoking" signs shall be conspicuously posted in accor- dance with Section 310. 3205.4 Aisle maintenance. When restocking is not being conducted, aisles shall be kept clear of storage, waste mate- rial and debris. Fire department access doors, aisles and exit doors shall not be obstructed. During restocking operations using manual stocking methods, a minimum unobstructed aisle width of 24 inches (610 mm) shall be maintained in 48 - inch (1219 mm) or smaller aisles, and a minimum unob- structed aisle width of one-half of the required aisle width shall be maintained in aisles greater than 48 inches (1219 mm). During mechanical stocking operations, a minimum unobstructed aisle width of 44 inches (1118 mm) shall be maintained in accordance with Section 3206.9. 3205.5 Pile dimension and height limitations. Pile dimen- sions and height limitations shall comply with Section 3207.3. HIGH -PILED COMBUSTIBLE STORAGE 3205.6 Designation of storage heights. Where required by the fire code official, a visual method of indicating the maxi- mum allowable storage height shall be provided. 3205.7 Arrays. Arrays shall comply with Section 3207.4. 3205.8 Flue spaces. Flue spaces shall comply with Section 3208.3. SECTION 3206 GENERAL FIRE PROTECTION AND LIFE SAFETY FEATURES 3206.1 General. Fire protection and life safety features for high piled storage areas shall be in accordance with Sections 3206.2 through 3206.10. 3206.2 Extent and type of protection. Where required by Table 3206.2, fire detection systems, smoke and heat removal and automatic sprinkler design densities shall extend the lesser of 15 feet (4572 mm) beyond the high piled storage area or to a permanent partition. Where portions of high - piled storage areas have different fire protection require- ments because of commodity, method of storage or storage height, the fire protection features required by Table 3206.2 within this area shall be based on the most restrictive design requirements. 3206.3 Separation of high -piled storage areas. High piled storage areas shall be separated from other portions of the building where required by Sections 3206.3.1 through 3206.3.2.2. 3206.3.1 Separation from other uses. Mixed occupan- cies shall be separated in accordance with the Interna- tional Building Code. 3206.3.2 Multiple high -piled storage areas. Multiple high -piled storage areas shall be in accordance with Sec- tion 3206.3.2.1 or 3206.3.2.2. 3206.3.2.1 Aggregate area. The aggregate of all high - piled storage areas within a building shall be used for the application of Table 3206.2 unless such areas are separated from each other by 1 -hour fire barriers con- structed in accordance with Section 707 the Interna- tional Building Code. Openings in such fire barriers shall be protected by opening protectives having a 1- hourfire protection rating. 3206.3.2.2 Multiclass high -piled storage areas. High - piled storage areas classified as Class I through IV not separated from high piled storage areas classified as high hazard shall utilize the aggregate of all high -piled storage areas as high hazard for the purposes of the application of Table 3206.2. To be considered as sepa- rated, 1 -hour fire barriers shall be constructed in accordance with Section 707 of the International Build- ing Code. Openings in such fire barriers shall be pro- tected by opening protectives having a l -hour fire protection rating. Exception: As provided for in Section 3204.2. 3206.4 Automatic sprinklers. Automatic sprinkler systems shall be provided in accordance with Sections 3207, 3208 and 3209. I 2015 INTERNATIONAL FIRE CODE® 291 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckncr on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. ATTACHMENT #5 GENERAL FIRE PROTECTION & LIFE SAFETY REQUIREMENTS Ld 011 HIGH -PILED COMBUSTIBLE STORAGE TABLE 3206.2 GENERAL FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS COMMODITY CLASS SIZE OF HIGH -PILED STORAGE AREA' (square feet) (see Sections 3206.2 and 3206.4) = ALL STORAGE AREAS ; ; (See Sectiaris•3206 3207 and 3208 SOLD -PILED STORAGE, SHELF ,' STORAGE Ai, D. PALLETIZED STORAGE ; ;,, = . (see,Section 3207.3} _., ;'' •, "-.._ Automatic#ire "Fire exiingwshin5 .:; system ` .' see &"'tion 3206,4 defection system (see section . 3206.5) =" ''' Biaildirq 'access (see Section 3208.6) • ; ignite and a. heat removal (see Section 3206.7)-° @ _ ::=Maxllttum` Mawmumpile,%,permissible dimension` ; (feet}--- siarage, £h#eet Maximum pile volume ; ATTACHMENT #6 RACK AREAS A-E AUTOMATIC FIRE SPRINKLER SYSTEM REQUIREMENTS C C C C ATTACHMENT #6 RACK AREAS A-E FM IN -RACK SPRINKLER SYSTEM REQUIREMENTS 117 W 0 U m 8-9 Storage of Class 1, 2, 3, 4 and Plastic Commodities Page 30 FM Global Property Loss Prevention Data Sheets ©2010-2018 Factory Mutual Insurance Company. All rights reserved. L RACKS 'E' 8-9 Storage of Class 1, 2, 3, 4 and Plastic Commodities Page 30 FM Global Property Loss Prevention Data Sheets ©2010-2018 Factory Mutual Insurance Company. All rights reserved. Storage of Class 1, 2, 3, 4 and Plastic Commodities 8-9 FM Global Property Loss Prevention Data Sheets RACKS 'A, B, C, D' Page 45 Will the storage racks be equipped with solid shelves greater than 64 ft2 (6.0 m2)? Will the storage racks meet the requirements to be open -frame?** In -rack sprinklers are needed below all tier levels with solid shelves greater than 64 ft2 (6.0 m2).* Yes Will the highest commodity hazard be Class 3 or less? Will the highest commodity hazard be cartoned unexpanded plastics or less? Will the highest commodity hazard be cartoned expanded plastics? No Yes Yes Yes The maximum recommended vertical increment for in -rack sprinklers 10 ft ( (3.0.0 m m).. * —) Maximum recommended vertical in -rack sprinkler increments are 10 ft (3.0 m) for uncartoned plastic commodities and 15 ft (4.5 m) for all other commodity hazards.* The maximum recommended vertical increment for in -rack sprinklers is 25 ft (7.5 m).* The maximum recommended vertical increment for in -rack sprinklers is 20 ft (6.0 m).* The maximum recommended vertical increment for in -rack sprinklers is 15 ft (4.5 m).* *Limit the storage above the top level of in -rack sprinklers to 10 ft (3.0 m) maximum **See the definition for open -frame rack in Appendix A. See guidelines regarding open -top containers if they are present. Fig- 15. Recommended vertical in -rack •sprinkler increments ©2010-2018 Factory Mutual Insurance Company. All rights reserved. Page 45 Will the storage racks be equipped with solid shelves greater than 64 ft2 (6.0 m2)? Will the storage racks meet the requirements to be open -frame?** In -rack sprinklers are needed below all tier levels with solid shelves greater than 64 ft2 (6.0 m2).* Yes Will the highest commodity hazard be Class 3 or less? Will the highest commodity hazard be cartoned unexpanded plastics or less? Will the highest commodity hazard be cartoned expanded plastics? No Yes Yes Yes The maximum recommended vertical increment for in -rack sprinklers 10 ft ( (3.0.0 m m).. * —) Maximum recommended vertical in -rack sprinkler increments are 10 ft (3.0 m) for uncartoned plastic commodities and 15 ft (4.5 m) for all other commodity hazards.* The maximum recommended vertical increment for in -rack sprinklers is 25 ft (7.5 m).* The maximum recommended vertical increment for in -rack sprinklers is 20 ft (6.0 m).* The maximum recommended vertical increment for in -rack sprinklers is 15 ft (4.5 m).* *Limit the storage above the top level of in -rack sprinklers to 10 ft (3.0 m) maximum **See the definition for open -frame rack in Appendix A. See guidelines regarding open -top containers if they are present. Fig- 15. Recommended vertical in -rack •sprinkler increments ©2010-2018 Factory Mutual Insurance Company. All rights reserved. Storage of Class 1, 2, 3, 4 and Plastic Commodities 8-9 FM Global Property Loss Prevention Data Sheets RACKS 'E' Page 45 Will the storage racks be equipped with solid shelves greater than 64 ft2 (6.0 m2)? No Will the storage racks meet the requirements to be open -frame?** Will the highest commodity hazard be Class 3 or less? No Will the highest commodity hazard be cartoned unexpanded plastics or less? Will the highest commodity hazard be cartoned expanded plastics? The maximum recommended vertical increment for in -rack sprinklers is 10 ft (3.0 m).* Yes No Yes Yes In -rack sprinklers are \ needed below all tier levels with solid shelves greater than 64 ft2 (6.0 m2).* Maximum recommended vertical in -rack sprinkler increments are 10 ft (3.0 m) for uncartoned plastic commodities and 15 ft (4.5 m) for all other commodity hazards.* The maximum recommended vertical increment for in -rack sprinklers is 25 ft (7.5 m).* The maximum recommended vertical increment for in -rack sprinklers is 20 ft (6.0 m).* The maximum recommended vertical increment for in -rack sprinklers is 15 ft (4.5 m).* *Limit the storage above the top level of in -rack sprinklers to 10 ft (3.0 m) maximum **See the definition for open -frame rack in Appendix A. See guidelines regarding open -top containers if they are present. Fig. 15. Recommended vertical in -rack sprinkler increments ©2010-2018 Factory Mutual Insurance Company. All rights reserved. 8-9 Storage of Class 1, 2, 3, 4 and Plastic Commodities Page 36 FM Global Property Loss Prevention Data Sheets RACKS 'A' MI the storage be in open -top containers? See Section 2.2.5.1 to determine the recommended horizontal in -rack sprinkler arrangement. Will the multiple -row racks be equipped with horizontal barriers? 0 WI the multiple -row racks meet the requirements to be open -framer Yes The in -rack layout V�,.�'! shown in Figure 10 is acceptable. Will the maximum ceiling height be over 25 ft (7.5 m)? Yes r The in -rack layout shown in Figure 14 is needed. I No Figure 10 if solid barriers are used (The in -rack layout shown in Figure 10 is acceptable. MULTI ROW RACKS The in -rack layout shown in Figure 14 is needed. WII the maximum ceiling height be over 45 fl (13.5 m) or the maximum storage height over 25 ft (7.5 m)? WII the highest commodity hazard be Class 3 or less? WIl the maximum ceiling height be 25 ft (7.5 m) or less? Will the commodity hazard be uncartoned plastics? WII the maximum ceiling height be 35 5(10.5m) or less? The in -rack layout shown in Figure 14, or from Section 2.3.6, is needed. Yes r Thein -r ck layout The in -rack layout The in -rack layout The in -rack layout shown in Figure 10 is 1 shown in Figure 10 is shown in Figure 14 is shown in Figure 10 is acce table. J ` acceptable, needed. } acceptable. 'See the definition for open -frame rack in Appendix A. See guidelines regarding open -top combustible containers if they are present. Fig. 7. Recommended horizontal in -rack sprinkler arrangements for multiple -row racks 2.3.4.6.1 Horizontal Lay -Outs for IRAS(EO) In -Rack Sprinkler Arrangements 2.3.4.6.1.1 Figures 8, 9, and 10 represent IRAS(EO) in -rack sprinkler arrangements for single -row, double - row, and multiple -row rack storage arrangements, respectively. Figure 9 applies to double -row racks that are no deeper (aisle face to aisle face) than 9 ft (2.7 m). These types of in -rack sprinkler arrangements can be used when a minimum 6 in. (150 mm) vertical clearance is provided between the in -rack sprinkler deflector and the top of storage in combination with any of the following additional conditions: 1. Class 1, 2 or 3 commodities in closed -top containers are maintained in open -framed racks, the storage height does not exceed 25 ft (7.5 m), and the ceiling height does not exceed 45 ft (13.5 m), or 2. Class 4 or cartoned plastic commodities in closed -top containers are maintained in open -framed racks, the storage height does not exceed 25 ft (7.5 m) and the ceiling height does not exceed 35 ft (10.5 m), or 3. Closed -top uncartoned plastic commodities are maintained in open -framed racks and the ceiling height does not exceed 25 ft (7.5 m), or 4. Storage racks are equipped with solid shelves not exceeding 64 ft2 (6.0 m2) in area and the ceiling height does not exceed 25 ft (7.5 m), or 5. Closed -top container storage is maintained in racks equipped with horizontal barriers. ©2010-2018 Factory Mutual Insurance Company. All rights reserved. Storage of Class 1, 2, 3, 4 and Plastic Commodities 8-9 FM Global Property Loss Prevention Data Sheets Page 39 RACKS 'A' 10ft(3.0m) max. between every other transverse flue space Loading Aisle x x x x x x x x x x x x x x x x x x x x x IRAS (ETL) IN -RACKS AT EVERY TIER LEVEL (ETL) AT EVERY OTHER TRANSVERSE FLUE SPACE Loading Aisle 4ft(1.2m) min. between every other transverse flue space -t- Fig. 10. Plan view of IRAS(EO) in -rack sprinkler arrangement for multiple -row racks Figure 10 if solid barriers are used ©2010-2018 Factory Mutual Insurance Company. All rights reserved. Storage of Class 1, 2, 3, 4 and Plastic Commodities 8-9 FM Global Property Loss Prevention Data Sheets RACKS 'B, C, D' Page 33 Will the storage be in open -top containers? See Section 2.2.5.1 to determine the recommended horizontal in -rack sprinlder arrangement. Will a nim m 6 in. (150 rem) vertical clearance be pr vided between the top of st rage and the in -rack prinkler deflector? Yes The in -rack layout shown in Figure 11 is needed. Wt the single -row racks be equipped with horizontal barriers? The in -rack layout shown in Figure 8 is acceptable. WIt the single -row racks be equipped with solid shelves greater than 64 ft' (6.0 m') in area' The in -rack layout shown in Figure 8 is acceptable. SINGLE ROW RACKS WI the single -row racks meet the requirements to be open -frame"' NAI the maximum ceiling height be over 25 ft (7.5 m)? Yes The in -rack layout shown in Figure 8 is acceptable. Yes The in-ra k layout shown in F gure 11 is nee ed. The in -rack layout shown in Figure 11 is needed. WiII the maximum ceiling height be over 45 ft(13.5 m) or the maximum storage height be over 25 ft (7.5 m)? WiII the highest commodity hazard be Class 3 or less" Wil the maximum ceiling height be 25 ft (7.5m) or less" Wit the commodity hazard be uncartoned plastics? WO die maximum ceiling height be 35 ft(10.5m) or less" The in -rack layout shown in Figure 11, or from Section 2 3 6 is needed The in-ra k layout The in-ra k layout shown in Figure 8 is shown in Figure 8 is acceptable. acceptable 'See the definition for open -frame rack in Appendix A. See guidelines regarding open -top combustible containers if they are present. The in -r ck layout shown in Figure 11 is needed. The in -rack layout shown in Figure 8 is acceptable pig"4 ended horizontal in -rack sprinkler arrangements for singte-row°racks ©2010-2018 Factory Mutual Insurance Company. All rights reserved. 111 U A L C 0 G C r e 8-9 Storage of Class 1, 2, 3, 4 and Plastic Commodities Page 40 FM Global Property Loss Prevention Data Sheets RACKS 'B, C, D' 2.3.4.6.2 Horizontal Lay -Outs for IRAS(E) In -Rack Sprinkler Arrangements 2.3.4.6.2.1 Figures 11, 12, 13, and 14 represent IRAS(E) arrangements for single -row, double -row, and multiple -row rack storage arrangements. IRAS(E) horizontal in -rack arrangements may be used whenever IRAS(EO) arrangements are acceptable, but are required for conditions where IRAS(EO) arrangements are unacceptable. 2.3.4.6.2.2 The in -rack sprinkler arrangement indicated in Figure 12 is acceptable for double -row racks up to 9 ft (2.7 m) deep. It is also acceptable for double -row racks up to 12 ft (3.6 m) deep for ceiling heights not exceeding 30 ft (9.0 m). For open -frame double -row racks over 9 ft (2.7 m) deep and up to 12 ft (3.6 m) deep not equipped with horizontal barriers under ceilings higher than 30 ft (9.0 m), use the in -rack arrangement indicated in Figure 13. 2.3.4.6.2.3 When arranging protection in accordance with an IRAS(E) arrangement, ensure the maximum horizontal distance between transverse flue spaces is 8 ft (2.4 m). If the horizontal distance between every transverse flue space is greater than 8 ft (2.4 m), install in -rack sprinklers horizontally at the midpoints between transverse flue spaces such that the horizontal distance between in -rack sprinklers does not exceed 8 ft (2.4 m). 2.3.4.6.2.4 Ensure the minimum distance between transverse flue spaces is greater than 2 ft (0.6 m); otherwise, in -rack sprinklers can be installed at every other transverse flue space. i 8 ft (2.4 m) max. between every transverse flue space x x x x x x x x x SINGLE ROW RACKS 1 2 ft (0.6 m) min. between every transverse flue space Fig. Fig. 11. Plan view of 1RAS(E) in -rack sprinkler arrangement for single -row racks ©2010-2018 Factory Mutual Insurance Company. All rights reserved. 2.3.4.6.2 Horizontal Lay -Outs for IRAS(E) In -Rack Sprinkler Arrangements 2.3.4.6.2.1 Figures 11, 12, 13, and 14 represent IRAS(E) arrangements for single -row, double -row, and multiple -row rack storage arrangements. IRAS(E) horizontal in -rack arrangements may be used whenever IRAS(EO) arrangements are acceptable, but are required for conditions where IRAS(EO) arrangements are unacceptable. 2.3.4.6.2.2 The in -rack sprinkler arrangement indicated in Figure 12 is acceptable for double -row racks up to 9 ft (2.7 m) deep. It is also acceptable for double -row racks up to 12 ft (3.6 m) deep for ceiling heights not exceeding 30 ft (9.0 m). For open -frame double -row racks over 9 ft (2.7 m) deep and up to 12 ft (3.6 m) deep not equipped with horizontal barriers under ceilings higher than 30 ft (9.0 m), use the in -rack arrangement indicated in Figure 13. 2.3.4.6.2.3 When arranging protection in accordance with an IRAS(E) arrangement, ensure the maximum horizontal distance between transverse flue spaces is 8 ft (2.4 m). If the horizontal distance between every transverse flue space is greater than 8 ft (2.4 m), install in -rack sprinklers horizontally at the midpoints between transverse flue spaces such that the horizontal distance between in -rack sprinklers does not exceed 8 ft (2.4 m). 2.3.4.6.2.4 Ensure the minimum distance between transverse flue spaces is greater than 2 ft (0.6 m); otherwise, in -rack sprinklers can be installed at every other transverse flue space. i 8 ft (2.4 m) max. between every transverse flue space x x x x x x x x x SINGLE ROW RACKS 1 2 ft (0.6 m) min. between every transverse flue space Fig. Fig. 11. Plan view of 1RAS(E) in -rack sprinkler arrangement for single -row racks ©2010-2018 Factory Mutual Insurance Company. All rights reserved. c e C C c 0 c r c c c e ll u 8-9 Storage of Class 1, 2, 3, 4 and Plastic Commodities Page 34 WII the storage be in open -top containers? es FM Global Property Loss Prevention Data Sheets RACKS 'B, C, D' See Section 2.2.5.1 to determine the r mm nd d h 'z tal in -rack sprinkler arrangement. Wlla minimum 6 in. (t 50 rem) vertical clearance be provided between the top of storage and the in -rack sprinkler deflector? See Figure 6 to determine which IRAS(E) in -rack sprinkler arrangement is recommended. Wll the double -row racks be equipped with horizontal barriers? Will the double -row racks be equipped with solid shelves greater than 64 ft' (6.0 m5) in area? The in -rack lay -out shown in Figure 9 is acceptable. The in -rack lay -out shown in Figure 9 is acceptable. Will the double -row racks meet the requirements to be open -frame?' Yes Will the maximum ceiling height be over 25 ft (7.5 m)? Yes See Figure 6 to \ determine which IRAS(E) in -rack sprinkler arrangem s recommended. The in -rack layout shown in Figure 9 is acceptable. DOUBLE ROW RACKS See Figure 6 to determine which IRAS(E) in -rack sprinkler arrangement is recommended. WII the maximum ceeiling height he r 45 0 (13.5 m) ET the maximum storage height be over 25 ft (7.5 m)? W It the highest commodity hazard he Class 3 or less? WII the maximum ceiling height be 25 ft (7.5 m)or less? WIl the commodity hazard be uncartoned plastics? WII the m ximum ceilin height be 5 f (10.5 m) or le s Yes Yes Yes Yes Yes See Figure 6 to determine which The in -rack layout IRAS(E) in -rack shown in Figure 9 is sprinkler arrangement acceptable. is recommended. *See the definition for open -frame rack in Appendix A. See guidelines regarding open -top combustible containers if they are present. The in -r ck layout shown in Figure 9 is acceptable. See Fr ure 6 to determine which IRAS(E in -rack sprinkler arrangement is recommended. The in -r ck layout shown in igure 9 is acce table. tg. 5. Recfirrrsnennded horizontal in -rack sprrikior arrangements for double -row racks ©2010-2018 Factory Mutual Insurance Company. All rights reserved. C J 0 G e e c e r. e C r. C e G Storage of Class 1, 2, 3, 4 and Plastic Commodities 8-9 FM Global Property Loss Prevention Data Sheets Page 35 RACKS 'B, C, D' DOUBLE ROW RACKS Will the double -row racks be equipped with solid shelves greater than 64 ft2 (6.0 m2) in area? No Will the double -row racks be equipped with horizontal barriers? Will the maximum ceiling height be less than or equal to 30 ft (9.0 m)? The in -rack layout shown in Figure 13, or from Section 2.3.6, is needed. Yes Yes Yes The in -rack layout shown in Figure 12 is acceptable. The in -rack layout shown in Figure 12 is acceptable. The in -rack layout shown in Figure 12 is acceptable. Fig. 6. Recommended horizontal IRAS(E) in -rack sprinkler arrangements for double -row racks ©2010-2018 Factory Mutual Insurance Company. All rights reserved. Storage of Class 1, 2, 3, 4 and Plastic Commodities 8-9 FM Global Property Loss Prevention Data Sheets RACKS 'B, C, D' Page 41 1 8 ft (2.4 m) max. between every transverse flue space X DOUBLE ROW RACKS 1 2 ft (0.6 m) min. between every transverse flue space r Fig. 12. Plan view of IRAS(E) in -rack sprinkler arrangement in longitudinal flue only for double -row racks ©2010-2018 Factory Mutual Insurance Company. All rights reserved. 8-9 Storage of Class 1, 2, 3, 4 and Plastic Commodities Page 34 FM Global Property Loss Prevention Data Sheets RACKS 'E' Yes See Section 2.2.5.1 to determine the recommended horizontal in -rack sprinkler arrangement. WII a minimum 6 in. (150 mm) vertical clearance be provided between the top of storage and the in -rack sprinkler deflector? See Figure 6 to determine which IRAS(E) in -rack sprinkler arrangement is recommended. Yes WA the double -row racks be equipped with horizontal barriers? Yes WII the double -row racks be equipped with solid shelves greater than 64 ft' (6.0 m) in area? Yes The in -rack lay -out shown in Figure 9 is acceptable. The in -rack lay -out shown in Figure 9 is acceptable. WII the double -row racks meet the requirements to be open -framer WII the maximum ceiling height be over 25 ft (7.5 m)? The in -rack layout shown in Figure 9 is acceptable. SINGLE ROW RACKS TREATED AS DOUBLE ROW RACKS Yes Yes See Figure 6 to determine which IRAS(E) in -rack sprinkler arrangement is recommended. See Figure 6 to determine which IRAS(E) in -rack sprinkler arrangement is recommended. No WII the maximum ceiling height be over 45 ft (13.5 m) or the maximum storage height be over 25 ft (7.5 m)? WII the highest commodity hazard be Class 3 or less? Yes WII the m ximum ceiling height be 5 ft (7.5 m)or le s? Yes Yes WI the commodity haza d be uncartoned plastics? WII the maximum ceding height be 35 ft (10.5 m) or less? Yes Yes See Figure 6 to determine which The in -rack layout The m -r ck layout IRAS(E) in -rack shown in Figure 9 is shown in igure 9 is sprinkler arrangement acceptable. acceptable. is recommended. •See the definibon for open -frame rack in Appendix A. See guidelines regarding open -top combustible containers if they are present. See Fi ure 6 to determi e which IRAS(E in -rack sprinkler arrangement is recommended. The in -rack layout shown in Figure 9 is acceptable. 176. b. Recamrtaended torizontat in -rack sprinkier arrangements for double raw racks ©2010-2018 Factory Mutual Insurance Company. All rights reserved. Storage of Class 1, 2, 3, 4 and Plastic Commodities 8-9 FM Global Property Loss Prevention Data Sheets SINGLE ROW RACKS TREATED AS DOUBLE ROW RACKS Page 35 Will the double -row racks be equipped with solid shelves greater than 64 ft2 (6.0 m2) in area? Will the double -row racks be equipped with horizontal barriers? Will the maximum ceiling height be less than or equal to 30 ft (9.0 m)? No The in -rack layout shown in Figure 13, or from Section 2.3.6, is needed. Yes Yes Yes The in -rack layout shown in Figure 12 is acceptable. The in -rack layout shown in Figure 12 is acceptable. The in -rack layout shown in Figure 12 is acceptable. Fig. 6. Recommended horizontal IRAS(E) in -rack sprinkler arrangements for double -row racks If the highest commodity is not Class Ill and/or if a minimum 6" cannot be maintained between the top of storage and in -rack sprinklers ©2010-2018 Factory Mutual Insurance Company. All rights reserved. 8-9 Storage of Class 1, 2, 3, 4 and Plastic Commodities Page 42 FM Global Property Loss Prevention Data Sheets RACKS 'E' jr 8ft(2.4m) max. between every transverse flue space X X X x x x IRAS (E) IN -RACKS AT EVERY TRANSVERSE FLUE SPACE AT FACE AND FLUE T 2 ft (0.6 m) min. between every transverse flue space I Fig. 13. Plan view of IRAS(E) in -rack sprinkler arrangement for double -row racks ©2010-2018 Factory Mutual Insurance Company. All rights reserved. 8-9 Storage of Class 1, 2, 3, 4 and Plastic Commodities Page 46 FM Global Property Loss Prevention Data Sheets 2.3.4.7.1 Vertical Increments of In -Rack Sprinklers in Open -Frame Racks Unless indicated otherwise in this data sheet, limit the height of storage above the top level of in -rack sprinklers to a maximum of 10 ft (3.0 m). 2.3.4.7.1.1 When in -rack sprinklers are needed to supplement ceiling -level sprinklers in open -frame storage racks, the following maximum vertical increments can be used, based on commodity hazard: • Class 1 — 3 Commodities: 25 ft (7.5 m) • Class 4 and Cartoned Unexpanded Plastics: 20 ft (6.0 m) • Cartoned Expanded Plastics: 15 ft (4.5 m) • Uncartoned Plastics: 10 ft (3.0 m) 2.3.4.7.1.2 These maximum vertical increments can be applied to the horizontal in -rack sprinkler layouts indicated in Figures 8 through 11 as well as Figures 13 and 14; however, they do not apply to the horizontal in -rack sprinkler layout shown in Figure 12 when the ceiling height exceeds 30 ft (9.0 m). See Section 2.3.6 for possible exceptions when the ceiling height exceeds 30 ft (9.0 m) high. 2.3.4.7.2 Vertical Increments of In -Rack Sprinklers in Racks Having Solid Shelves 20 to 64 ft2 (2.0 to 6.0 m2) in Area When in -rack sprinklers are needed to supplement ceiling -level sprinklers in storage racks equipped with solid shelves 20 to 64 ft2 (2.0 to 6.0 m2) in area, the following maximum vertical increments can be used, based on commodity hazard: • Class 1 — 4 and Cartoned Plastic Commodities: 15 ft (4.5 m) • Uncartoned Plastics: 10 ft (3.0 m) 2.3.4.7.3 Vertical Increments of In -Rack Sprinklers in Racks Having Solid Shelves Greater than 64 ft2 (6.0 m2) in Area When in -rack sprinklers are needed to supplement ceiling -level sprinklers in storage racks equipped with solid shelves greater than 64 ft2 (6.0 m2) in area, in -rack sprinklers are needed directly under every tier level where these types of shelves are provided. 2.3.4.8 Design Guidelines for Ceiling -Level and In -Rack Sprinklers The design guidelines for in -rack sprinklers are dependent on the commodity being protected, the number of in -rack sprinkler levels installed, and the height of storage above the top level of in -rack sprinklers. The design guidelines for ceiling -level sprinklers that are supplemented with in -rack sprinklers are dependent on the commodity being protected, the horizontal in -rack sprinkler layout provided, and the height of storage above the top level of in -rack sprinklers. 2.3.4.8.1 Design Guidelines for In -Rack Sprinklers 2.3.4.8.1.1 Design in -rack sprinkler systems per in Table 12. 2.3.4.8.1.2 Balance the in -rack sprinkler system water demand with the ceiling -level sprinkler water demand at the point where the two systems are connected. 2.3.4.8.1.3 Unless indicated otherwise, ensure the minimum operating pressure of the in -rack sprinklers is 7 psi (0.5 bar). Table 12 Hydraulic Design for In -Rack Sprinkler Systems Commodity Hazard Storage Height Above Top Level of IRAS, ft (m) No. of Installed IRAS Levels IRAS Design, No. of Sprinklers IRAS Design, Min. Flow per Sprinkler, gpm (L/min) Class 1-3 <_ 10 (3.0) 1 6 22 (85) 2 or more 10 (5 on 2 levels) 22 (85) Class 4 and Plastics 5 10 (3.0) 1 8 30 (115) 2 or more 14 (7 on 2 levels) 30 (115) [in -rack sprinkler water demand ©2010-2018 Factory Mutual Insurance Company. All rights reserved. RACKS 'E' RACKS 'A,B,C,D' Storage of Class 1, 2, 3, 4 and Plastic Commodities 8-9 FM Global Property Loss Prevention Data Sheets Page 31 2.3.4.3 K -Factors, Nominal Temperature Rating, and RTI Rating of In -Rack Storage Sprinklers 2.3.4.3.1 Use nominally rated 160°F (70°C) FM Approved in -rack sprinklers for all in -rack sprinkler installations. 2.3.4.3.2 Use in -rack sprinklers listed as quick -response when installing K14.0 (K200) or smaller sprinklers. In -rack sprinklers with larger K -factor values can be either quick -response or standard -response. 2.3.4.3.3 Use a minimum K8.0 (K115) for in -rack sprinkler design flows greater than 30 gpm (115 Umin). 2.3.4.4 In -Rack Sprinkler System Types In -rack sprinkler systems can be wet -pipe, dry -pipe, preaction, or refrigerated area. Note, however, that grid -type piping configurations are only recommended for wet -pipe sprinkler systems. 2.3.4.5 General Guidelines for Positioning of In -Rack Sprinklers 2.3.4.5.1 Locate all in -rack sprinklers within the rack storage structure. In -rack sprinklers may be located outside the rack storage structure of a single -row rack that is located within 12 in. (300 mm) horizontally of a wall. The in -rack sprinklers must be no more than 6 in. (150 mm) horizontally away from the rack structure as well as no more than 3 in. (75 mm) offset from the transverse flue space intersection they are intended to protect. 2.3.4.5.2 For in -rack sprinkler arrangements per Figures 9 and 12, or for in -rack sprinklers located outside the rack storage structure as outlined in Section 2.3.4.5.1, position the in -rack sprinklers so they are not directly behind rack uprights and are not more than 3 in. (75 mm) offset horizontally from the transverse flue space intersection they are intending to protect. 2.3.4.5.3 At each tier level where in -rack sprinklers are needed, position the in -rack sprinkler deflector at or just below the bottom of the rack's horizontal support member when it is under full load conditions. 2.3.4.5.4 Arrange sprinkler piping and in -rack sprinklers to avoid mechanical damage, but ensure proper distribution from the in -rack sprinkler can be achieved. Prior to installing in -rack sprinklers, check the proposed in -rack sprinkler locations to ensure both adequate protection against mechanical damage and proper sprinkler discharge are provided. 2.3.4.6 Horizontal Lay -Outs of In -Rack Sprinklers There are two basic horizontal layouts for in -rack sprinklers. They are as follows: • IRAS(EO), which represents in -rack sprinklers spaced horizontally at every other transverse flue space intersection between pallet loads • IRAS(E), which represents in -rack sprinklers spaced horizontally at every transverse flue space intersection between pallet loads The type of horizontal in -rack sprinkler layout acceptable for installation will be dependent on: • the type of rack (single -row, double -row, or multiple -row) being protected, • the commodity being protected, • whether open -top containers are present, • the maximum ceiling height of the storage area, • whether a minimum 6 in. (150 mm) vertical clearance is provided between the top of storage and the in -rack sprinkler deflector, and • whether horizontal barriers are to be installed. This data sheet provides figures showing plan views for both IRAS(EO) and IRAS(E) arrangements to assist in the proper location and spacing of the in -rack sprinklers. Figures are provided for (1) single -row, (2) double -row, and (3) multiple -row storage racks and are described in the following sections. These figures use squares to represent nominal 20 ft2 (2.0 m2) pallet loads and the flue spaces between them. See Sections 2.3.4.6.1 and 2.3.4.6.2 for the minimum and maximum recommended distances between in -rack sprinklers. ©2010-2018 Factory Mutual Insurance Company. All rights reserved. ATTACHMENT #6 RACK AREAS A-E FM CEILING SPRINKLER SYSTEM REQUIREMENTS C S Storage of Class 1, 2, 3, 4 and Plastic Commodities 8-9 FM Global Property Loss Prevention Data Sheets Page 47 2.3.4.8.1.4 Unless indicated otherwise in this data sheet, the maximum water delivery time for any dry -type in -rack sprinkler system is 60 seconds and is based on the operation of the hydraulically most remote in -rack sprinkler. 2.3.4.8.2 Design Guidelines for Ceiling -Level Sprinklers in Combination with In -Rack Sprinklers 2.3.4.8.2.1 Design ceiling -level sprinkler systems that are supplemented with in -rack sprinklers per Table 13. The last column of this table indicates the ceiling height to be used from the protection table (i.e., Tables 7-11) that is applicable to the commodity hazard being protected and the in -rack sprinkler arrangement that is being installed. 'Table 13. Hydraulic Design for,Ceiling-Level Sprinkler Systems Supplemented with In Rack.Sprinklers 1 Commodity Hazard IRAS Arrangement Storage Height Above Top IRAS Level, ft (m) Clearance Between Top of Storage and Ceiling* Ceiling Height for Applicable Protection Table, ft (m)* Class 1 - 3 IRAS(EO) Up to 10 (3.0) Up to 20 (6.0) 20 (6.0) IRAS(E) Up to 10 (3.0) Up to 20 (6.0) 20 (6.0) :Class 4, Cartoned Unexpanded Plastic and Cartoned Expanded Plastic IRAS(EO), IRAS(E) Up to 5 (1.5) Up to 20 (6.0) 15 (4.5) Over 5 (1.5) up to 10 (3.0) Up to 5 (1.5) 15 (4.5) RACKS 'E' Over 5 (1.5) up to 10 (3.0) 20 (6.0) Over 10 (3.0) up to 20 (6.0) 25 (7.5) Uncartoned Unexpanded Plastic IRAS(EO) Up to 5 (1.5) Up to 5 (1.5) 5 (1.5) Over 5 (1.5) up to 10 (3.0) 8 (2.4) Over 10 (3.0) up to 20 (6.0) 10 (3.0) Over 5(1.5) up to 10 (3.0) Up to 5(1.5) 10(3.0) Over 5 (1.5) up to 10 (3.0) 12 (3.6) Over 10 (3.0) up to 20 (6.0) 15 (4.5) IRAS(E) Up to 5 (1.5) Up to 10 (3.0) 5 (1.5) Over 10 (3.0) up to 20 (6.0) 8 (2.4) Over 5 (1.5) up to 10 (3.0) Up to 5 (1.5) 8 (2.4) Over 5 (1.5) up to 10 (3.0) 10 {3.0) Over 10 (3.0) up to 20 (6.0) 15 (4.5) 'Uncartoned Expanded Plastic IRAS(EO) Up to 5 (1.5) Up to 5 (1.5) 5 (1.5) Over 5 (1.5) up to 10 (3.0) 8 (2.4) Over 10 (3.0) up to 20 (6.0) 10 (3.0) Over 5(1.5) up to 10 (3.0) Up to 5 (1.5) 10 (3.0) Over 5 (1.5) up to 10 (3.0) 12 (3.6) Over 10 (3.0) up to 20 (6.0) 20 (6.0) IRAS(E) Up to 5 (1.5) Up to 10 (3.0) 5 (1.5) RACKS 'A' Over 10 (3.0) up to 20 (6.0) 8 (2.4) Over 5 (1.5) up to 10 (3.0) Up to 5 (1.5) 10 (3.0) RACKS ,Q !` n, Over 5 (1.5) up to 10 (3.0) 12 (3.6) Over 10 (3.0) up to 20 (6.0) 15 (4.5) * When this distance is gre a uian LU it w.v ), see Section 2.3.3.7.3 fo• guidance. 2.3.4.8.2.2 Use the ceiling height indicated for an IRAS(E) arrangement when in -rack sprinklers are used in combination with horizontal barriers or when in -rack sprinklers are installed under solid shelves. 2.3.4.8.2.3 Balance the ceiling -level sprinkler system water demand with the in -rack sprinkler system water demand at the point where the two systems are connected. 2.3.4.9 Design Guidelines for Fire Protection Scheme 8-9A See Appendix A, Fire Protection Scheme 8-9A, for a description of the intent of this protection arrangement as well as an example of its use. ©2010-2018 Factory Mutual Insurance Company. All rights reserved. FAI I' her Storage of Class 1, 2, 3, 4 and Plastic Commodities 8-9 FM Global Property Loss Prevention Data Sheets Page 27 tO� Protection of Uncartoned Expanded Plastic Commodities in Open -Frame Storage Racks; No. of AS @ psi (bar) Dry System, Upright Sprinklers, 280°F (140°C) Standard Response N O N M Y O N O NNll r O c.e, Lo N O eo O D� O Nen Y ©N N O M V v N 0 CO ©N N 0 CO ©N an N 0 0 �pMll v N Cc+J 0 M (O N Y Y V en N o a N O Ll Ov N CO V =' C N �/ s- 0 N N Y Y @)p, 0 N 2 N CO p� Oi N N O p` CO N �O, In CO M `O Wet System, Upright Sprinklers, 160°F (70°C) Standard Response ,17 CO Y Yc.9— va In © co c9— a en N O Vo N O `/ O N O OA Y Y N .=> N N N N N ---<, O O c0 O R O N O Quick Response N e ,n YCO a,O O O �O co /a3 O N 0 N p vv O 0 a vN N O - Y Y /�1 N ==,, N- /���ll Eri N e, /���`� N N N N V N� Y 0 N OO O 00 N N 0 N M GC U� M Y Y N- ��N`` N (D N N N X0,1 ��N`` N (O Wet System, Pendent Sprinklers, 160°F (70°C)a Standard Response 157 INTJ 00 N M Y Y' re- `l 0 O '7- a 0 O /tib` V 0 O v �` v 0 NO �` v o (A N O m CO N Y Y /2'l @,_—. v, NNll CO pN,� V: N CO ppN`` V E NNaR-ll CO @)--. c-Jl 0 V—. CO 4 N Y VCO N 2 tg o N O V co v N N V v N n rol� �=/ v N M CO NN MNO0 CO NYYN Quick Response N�`` CU CV M Y Y CC? O v Cj N CV V O N N v N O O V N N 0 al - Y Y GP Qp.)� ...r NN'� N N Y Y pa v N V 7 N V Ca r 0 /p�`� V N /�, v N 0 mo�i]] t/ a- N /�`` v N r 0 e�ll v N 0 V Co,O N Y /fit 0 V .N- O C!') la1 M V .N- O 4'J /�1 0 V .N- O CO /Jl 0 V .N- O CO Al CO CV .N- O � /ill 0 r o ,O p� M V .N-- O CO l a V .iN.- O , r O Y LO <NI7 ��� 0 N N O N N CO N C N 0 � CO N C Vn N o o c C� YY N� NCO N0 N0 N0 LO x C L c(0 — Q) ._. L U_= (n 7 ., . N O CO O� CV m N v LO N 0 O CO (nLO M OV 0 0 V Cf `) (0 a) a E °) Cs F O C DC I- O U N E d m .> CO N N a CO N C N 0 a 0 To N Ta C m N a) O to O N N CC a L a �O N N C - .2.92 N 2 8- a. a N t L 0) G a J a) co U CA C NC C a) o F o • cr O 2 U p) O O` U am Lc • - O C C @ N ©2010-2018 Factory Mutual Insurance Company. All rights reserved. 8-9 Storage of Class 1, 2, 3, 4 and Plastic Commodities Page 24 173 FM Global Property Loss Prevention Data Sheets Protection of Class 4 and Cartoned Unexpanded Plastic Commodities in Open-Frame Storage Racks; No. of AS @ psi (bar) Dry System, Upright Sprinklers, 280°F (140°C) Standard Response N C) Y Y O N O N O N O u-> N 4O -a--.0--.a.-.a--. O., 0 Y 0 C N O CJ 0 N N O C) N N O f l-. N to O c") YY ��`` N N to N coCV O Y V N- V N N V c7 N 2 Wet System, Upright Sprinklers, 160°F (70°C) N p Cf) C0 lel`S V N 1J 6)`' N 61`S V N 6)`' \:.l N Standard Resi 06 N YN---,r, ti va o �to � LO �to v —N N p r tO Y i` a � N � N (a)c, v th 10 Quick Response cw.,, L, N S Y Y /"/�\ 1.; V ED INS\ }'.. V-, tl?�i /" t.'� 6)4 10 t," - V N 1 a •N to — CC YY�C EV v EV �0.�< cNi � EN �( t—‘,6,r LJ C �o O YY ©0, -oYo.-2.-2.-0 c0, - ch v NO Y ti N-_ N_ 4) o Wet System, Pendent Sprinklers, 160°F (70°C) Standard Response Ni h Y Y aces Na-- b a1 CV b @�a .N- O �a N O �Y� .N-. O csi .e... O `Do y Y �67r6)�@��Ua� N v r CO N (0 (O 4'J C() ` N N Y Y ==llam J o N O — a LO o � a"' In _ ,, C) '4a ._to Y ~ to o @)` v tg N ,� V v Lo Quick Response W V CV to (0 N a it) to cap (0 M ,-• a es; C a :I.. a (0YYO6ttr to CO YCJ Y N O N L)� �' .N- O N L/ .'D�S�: r O N N O N V�� C` N O C) . t) ��`` NV M O N 0 V u', � N Ua� Y Y<--' o @l 0- aU 0 @J -aa,, o. UaCV' -p,, o CV v. UaM `r' o (0 �' vCV Y Y.., -CV CO fl{��11 vN <C) v -CV .N- to vN .N-- M COV r cO .- vC> .N- to v 0 <C) cV O <) C.10 <+i N O t ri N O � v N to ... N N YY N O 2 N c_v - 2 to C _0, - .4 2 a5 U= o CO N ui r---:tA N o oi C., • O N V u-,@ V c, An acceptable alternative design is 8 @ 40 (2.8) when a 12 ft (3.6 m) maximum linear spacing is u ©2010-2018 Factory Mutual Insurance Company. All rights reserved. C ATTACHMENT #6 RACK AREAS A-E FM HOSE DEMAND 8-9 Storage of Class 1, 2, 3, 4 and Plastic Commodities Page 52 FM Global Property Loss Prevention Data Sheets Tebie 94 Hose.t36mand,andWaterBuppii,, uraGon Design Guidelines ,u;; Sprinkler Type by Spacing No. of Sprinklers in Ceiling Design Hose Demand, gpm (U min) Duration, min Standard spacing Up to 12 250 (950) 60 13 to 19 500 (1,900) 90 20 or more 500 (1,900) 120 Extended -coverage Up to 6 250 (950) 60 07 to 9 500 (1,900) 90 10 or more 500 (1,900) 120 a When the maximum linear spacing is 12 ft (3.7 m), the hose demand can be 250 gpm (950 Umin) and the duration can be 60 minutes. 2.3.5.2 Hose Connections Provide permanent small hose lines (1-1h in. [40 mm]) not exceeding 100 ft (30 m) in length, capable of reaching all storage areas to aid in potential initial -stage firefighting as well as for after -extinguishment mop -up operations. Supply small hose lines from any of the following: a. A separate piping system for small hose stations, or b. Valved hose connections on sprinkler risers where such connections are made upstream from all sprinkler control valves, or c. Adjacent sprinkler systems, or d. Ceiling sprinklers in the protected area when separately controlled in -rack sprinklers are provided It may be preferable from an operations standpoint to locate hose stations on the ends of racks or storage piles rather than in aisles. In freezers, or other areas subject to freezing, consider the number, location, and arrangement of hose stations. 2.3.6 Special Applications 2.3.6.1 Ceiling -Only Sprinkler Protection for Class 1, 2 and 3 Commodities Protected by Dry -Pipe and Similar Sprinkler Systems for Ceiling Heights Over 30 ft (9.0 m) In addition to the protection design guidelines in Tables 2 and 7 for the protection of Class 1, 2, and 3 commodities by ceiling -level sprinklers on dry -pipe and similar sprinkler systems in storage areas having a maximum ceiling height of 30 ft (9.0 m) in Table 2 and 7, ceiling -level protection without the need for in -rack sprinklers is also available for these commodities for ceiling heights over 30 ft (9.0 m) and up to 55 ft (16.5 m) high in accordance with this section. 2.3.6.1.1 Acceptable storage arrangements include solid -piled, palletized, shelf, bin -box, and open -framed racks. Note that push -back type flow-through racks do not qualify as open frame racks for this protection guidance. 2.3.6.1.2 Use FM Approved, upright, standard -response ceiling -level Storage sprinklers having a nominal temperature rating of 280°F (140°C) on a tree -type dry -pipe or similar sprinkler system. Dry -pipe, non - interlocked pre -action and single -interlock pre -action sprinkler systems are acceptable for ambient temperatures that will not drop below 16°F (-9°C). For ambient temperatures that can drop below 16°F (-9°C) install sprinklers only on a refrigerated area sprinkler system that is in accordance with both Data Sheet 2-0, Installation Guidelines for Automatic Sprinklers, and Data Sheet 8-29, Refrigerated Storage. 2.3.6.1.3 If sprinkler protection will be installed using non -interlocked pre -action, single -interlocked pre -action or refrigerated -area sprinkler systems, follow the guidelines outlined in Data Sheet 5-48, Automatic Fire Detection, and Data Sheet 8-29, Refrigerated Storage, regarding the proper installation of the detection system that will be used for releasing the pre -action valve. 2.3.6.1.4 See Table 14a to determine the available ceiling -level sprinkler system design options for Class 1 and 2 commodities or Table 14b for Class 3 commodities. ©2010-2018 Factory Mutual Insurance Company. All rights reserved. ATTACHMENT #7 ADDITIONAL PROTECTION REQUIREMENTS SECTION 3204 DESIGNATION OF HIGH -PILED STORAGE AREAS 3204.1 General. High piled storage areas, and portions of high piled storage areas intended for storage of a different commodity class than adjacent areas, shall be designed and specifically designated to contain Class I, Class II, Class III, Class IV or high -hazard commodities. The designation of a high piled combustible storage area, or portion thereof intended for storage of a different commodity class, shall be based on the highest hazard commodity class stored except as provided in Section 3204.2. 3204.2 Designation based on engine designation of a high -piled combustible tion thereof, is allowed to be based on than that of the highest class of commo limited quantity of the higher hazard commodity has been demonstrated by engineering analysis to be adequately pro- tected by the automatic sprinkler system provided. The engi- neering analysis shall consider the ability of the sprinkler system to deliver the higher density required by the higher hazard commodity. The higher density shall be based on the actual storage height of the pile or rack and the minimum allowable design area for sprinkler operation as set forth in the density/area figures provided in NFPA 13. The contigu- ous area occupied by the higher hazard commodity shall not exceed 120 square feet (11 m2) and additional areas of higher hazard commodity shall be separated from other such areas by 25 feet (7620 mm) or more. The sprinkler system shall be capable of delivering the higher density over a minimum area of 900 square feet (84 m2) for wet pipe systems and 1,200 square feet (111 m2) for dry pipe systems. The shape of the design area shall be in accordance with Section 903. HIGH -PILED COMBUSTIBLE STORAGE 3205.6 Designation of storage heights. Where required by the fire code official, a visual method of indicating the maxi- mum allowable storage height shall be provided. 3205.7 Arrays. Arrays shall comply with Section 3207.4. 3205.8 Flue spaces. Flue spaces shall comply with Section 3208.3. SECTION 3206 GENERAL FIRE PROTECTION AND LIFE SAFETY FEATURES .1 General. Fire protection and life safety features for i -piled storage areas shall be in accordance with Sections .2 through 3206.10. 3206.2 =Extent and"type- of ,protection.` :Where required= by. ,Table #96,;22_, fire detection systems, smoke"and beat removal • and automatic spririklei ,design 'densities shall• extend:4the'i .lesser of x 15 feet (4572'lnm) "beyond the ingh fled storage "' area or to'a permanent partition: ;'Where portions'i itiligh= piled::storage area have different;.= fire protection require- ments; because of.commodity, method of: storage or storage height,,tlie fire protection features required by :Table 7,1,)0‘.2 pe,within �thisy� areapshall be •based on' the -roost; restrictive design - i"requirements• ' 3206.3 S partition of high -piled storage areas. High -piled storage areas shall be separated from other portions of the building where required by Sections 3206.3.1 through 3206.3.2.2. 3206.3.1 Separation from other uses. Mixed occupan- cies shall be separated in accordance with the Interna- tional Building Code. 3206.3.2 Multiple high -piled storage areas. Multiple high piled storage areas shall be in accordance with Sec- tion 3206.3.2.1 or 3206.3.2.2. 3206.3.2.1 Aggregate area. The aggregate of all high - piled storage areas within a building shall be used for the application of Table 3206.2 unless such areas are separated from each other by 1-hourfire barriers con- structed in accordance with Section 707 the Interna- tional Building Code. Openings in such fire barriers shall be protected by opening protectives having a 1- hourfire protection rating. 3206.3.2.2 Multiclass high -piled storage areas. High - piled storage areas classified as Class I through IV not separated from high piled storage areas classified as high hazard shall utilize the aggregate of all high piled storage areas as high hazard for the purposes of the application of Table 3206.2. To be considered as sepa- rated, 1 -hour fire barriers shall be constructed in accordance with Section 707 of the International Build- ing Code. Openings in such fire barriers shall be pro- tected by opening protectives having a 1 -hour fire protection rating. Exception: As provided for in Section 3204.2. 3206.4 Automatic sprinklers. Automatic sprinkler systems shall be provided in accordance with Sections 3207, 3208 and 3209. SECTION 3205 HOUSEKEEPING AND MAINTENANCE 3205.1 Rack structures. The structural integrity of racks shall be maintained. 3205.2 Ignition sources. Clearance from ignition sources shall be provided in accordance with Section 305. 3205.3 Smoking. Smoking shall be prohibited. Approved "No Smoking" signs shall be conspicuously posted in accor- dance with Section 310. 3205.4 Aisle maintenance. When restocking is not being conducted, aisles shall be kept clear of storage, waste mate- rial and debris. Fire department access doors, aisles and exit doors shall not be obstructed. During restocking operations using manual stocking methods, a minimum unobstructed aisle width of 24 inches (610 mm) shall be maintained in 48 - inch (1219 mm) or smaller aisles, and a minimum unob- structed aisle width of one-half of the required aisle width shall be maintained in aisles greater than 48 inches (1219 mm). During mechanical stocking operations, a minimum unobstructed aisle width of 44 inches (1118 mm) shall be maintained in accordance with Section 3206.9. 3205.5 Pile dimension and height limitations. Pile dimen- sions and height limitations shall comply with Section 3207.3. 2015 INTERNATIONAL FIRE CODE® 291 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED): accessed by Ellie Klausbruckner on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. Copyright 2013 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and single download on July 31, 2013 to Klausbruckner & Associates, In for designated user Elley Klausbrucknerl. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact licensing@nfpa.org. GENERAL REQUIREMENTS FOR STORAGE 13-127 12.1.3.4.8 If in -rack sprinklers are required for the actual storage height with an acceptable clearance to ceiling, in -rack sprinklers shall be installed as indicated by that criteria. 12.1.4* High Volume Low Speed (HVLS) Fans. 12.1.4.1 The installation of HVLS fans in buildings equipped with sprinklers, including ESFR sprinklers, shall comply with the following: (1) The maximum fan diameter shall be 24 ft (7.3 m). (2) The HVLS fan shall be centered approximately between four adjacent sprinklers. (3) The vertical clearance from the HVLS fan to sprinkler deflector shall be a minimum of 3 ft (0.9 m). (4) All HVLS fans shall be interlocked to shut down immedi- ately upon receiving a waterflow signal from the alarm system in accordance with the requirements of NEPA 72. 12.2* Hose Connections. 12.2.1 Small hose connections [11/2 in. (38 mm)] shall be provided where required by the authority havi in accordance with 8.17.5 for first-aid fire-figh haul operations. 12.2.2 Small hose connections shall not be r protection of Class I, II, III, and IV commodiu (3.7 m) or less in height. 12.3' Adjaeent,Hazards ]or Design Methods. For buildings wit1 - tuT ' ;or; more, adjacent' hazards: or design methods; the following shall{ appl (1) Where areas are;not physically separated by a barrier,or partittort capable%of delaying heat from afire in one area' from fusing sprinklers in.te adjacent area, the required ' sprinkler protection for the more demanding design basis ,.'shall extend 116 ft (4.6m) beyond its perimeter. "A (2) The requirements of 12.3(1) shall not apply where the areas are separated by a barrier partition that is capable of preventing heat from a fire in one area from fusing sprin- klers in the adjacent area. The requirements of 12.3(1) shall not apply to the exten- sion of more demanding criteria from an upper ceiling level to beneath a lower ceiling level where the difference in height between the ceiling levels is at least 2 ft (0.6 m). 12.4* Wet Pipe Systems. 12.4.1 Sprinkler systems shall be wet pipe systems. 12.4.2* In areas that are subject to freezing or where special conditions exist, dry pipe systems and preaction systems shall be permitted to protect storage occupancies. 12.4.3 ESFR sprinklers shall only be permitted to be wet pipe systems. 12.5 Dry Pipe and Preaction Systems. 12.5.1 For dry pipe systems and preaction systems, the area of sprinkler operation shall be increased by 30 percent without revising the density. 12.5.2 Densities and areas shall be selected so that the final area of operation after the 30 percent increase is not greater than 3900 ft2 (360 m2). 12.6* Storage Applications. 12.6.1 For storage applications with densities of 0.20 gpm/ft2 (8.2 mm/min) or less, standard -response sprinklers with a K factor of K-5.6 (80) or larger shall be permitted. 12.6.2 For general storage applications, rack storage, rubber tire storage, roll paper storage, and baled cotton storage being protected with upright and pendent spray sprinklers with re- quired densities of greater than 0.20 gpm/ft2 to 0.34 gpm/ft2 (8.2 mm/min to 13.9 mm/min), standard -response sprinklers with a nominal K -factor of K-8.0 (115) or larger shall be used. 12.6.3 For general storage applications, rack storage, rubber tire storage, roll paper storage, and baled cotton storage being protected with upright and pendent spray sprinklers with re- quired densities greater than 0.34 gpm/ft2 (13.9 mm/min), standard -response spray sprinklers with a K -factor of K-11.2 (161) or larger that are listed for storage applications shall be used. 12.6.4* Unless the requirements of 12.6.5 are met, the re- quirements of 12.6.2 and 12.6.3 shall not apply to modifica- tions to existing storage application systems, using sprinklers with K -factors of K-8.0 (115) or less. 2.r.5 Where applying the requirements of Fig - 1(b) and Figure 17.2.1.2.1(c) utilizing the de - of 0.6 gpm/ft2 per 2000 ft2 (24.4 mm/min per existing storage applications, the requirements all apply. use of quick -response spray sprinklers for storage applications shall be permitted when listed for such use. 12.6.7 CMSA and ESFR sprinklers shall be permitted to pro- tect storage of Class I through Class IV commodities, plastic commodities, miscellaneous storage, and other storage as specified in Chapter 12 through Chapter 20 or by other NFPA standards. (3) 12.6.7.1 ESFR sprinklers designed to meet any criteria in Chapter 12 through Chapter 20 shall be permitted to protect light and ordinary hazard occupancies. 12.6.7.2 Quick -response CMSA sprinklers designed to meet any criteria in Chapter 12 through Chapter 20 shall be permit- ted to protect light and ordinary hazard occupancies. 12.6.7.3 Standard -response CMSA sprinklers designed to meet any criteria in Chapter 12 through Chapter 20 shall be permitted to protect ordinary hazard occupancies. 12.6.8 The design figures indicate water demands for ordinary -temperature -rated and nominal high -temperature - rated sprinklers at the ceiling. 12.6.8.1 The ordinary -temperature design densities corre- spond to ordinary -temperature -rated sprinklers and shall be used for sprinklers with ordinary- and intermediate - temperature classification. 12.6.8.2 The high-temperature design densities correspond to high -temperature -rated sprinklers and shall be used for sprinklers having a high-temperature rating. 12.6.9 Ordinary- and intermediate -temperature sprinklers with K -factors of K-11.2 (161) or larger, where listed for stor- age, shall be permitted to use the densities for high- temperature sprinklers. 12.7 Discharge Considerations. 12.7.1 The water supply for sprinklers only shall be determined either from the density/area requirements of Chapter 12 through Chapter 20 or shall be based upon the room design method in accordance with Section 12.10, at the discretion of the designer. 2013 Edition f't1 i 1 HIGH -PILED COMBUSTIBLE STORAGE ing 5 feet (1524 mm) in any dimension, shall be in accor- dance with Sections 3206 and this section. 3207.2 Fire protection. Where automatic sprinklers are required by Table 3206.2, an approved automatic sprinkler system shall be installed throughout the building or to 1 -hour fire barriers constructed in accordance with Section 707 of the International Building Code. Openings in suchfire barri- ers shall be protected by opening protectives having a 1 -hour fire protection rating. The design and installation of the auto- matic sprinkler system and other applicable fire protection shall be in accordance with the International Building Code and NFPA 13. 3207.2.1 Shelf storage. Shelf storage gr (3658 mm) but less than 15 feet (4572 m be in accordance with the fire protection forth in NFPA 13. Shelf storage 15 fe more in height shall be protected in an approved manner with special fire protection, such as in -rack sprinklers. 3207.3 Pile dimension and height limitations. Pile dimen- sions, the maximum permissible storage height and pile vol- ume shall be in accordance with Table 3206.2. 3207.4 Array. Where an automatic sprinkler system design utilizes protection based on a closed array, array clearances shall be provided and maintained as specified by the standard used. 2. Racks used for the storage of combustible paper records, with solid shelving, shall be in accor- dance with NFPA 13. 3208.2.2.1 Fire protection. Fire protection for racks with solid shelving shall be in accordance with NFPA 13. 3208.3 Flue spaces. Flue spaces shall be provided in accor- dance with Table 3208.3. Required flue spaces shall be main- tained. 3208.3.1 Flue space protection. Where required by the f - code official, flue spaces required by Table 3208.3, in e-, double- or multiple -row rack storage installations be equipped with approved devices to protect the ired flue spaces. Such devices shall not be removed or ified. SECTION 3208 RACK STORAGE 3208.1 General. Rack storage shall be in accordance with Section 3206 and this section. Bin boxes exceeding 5 feet (1524 mm) in any dimension shall be regulated as rack stor- age. 3208.2 Fire protection. Where automatic sprinklers are required by Table 3206.2, an approved automatic sprinkler system shall be installed throughout the building or to 1 -hour fire barriers constructed in accordance with Section 707 of the international Building Code. Openings in suchfire barri- ers shall be protected by opening protectives having a 1 -hour fire protection rating. The design and installation of the auto- matic sprinkler system and other applicable fire protection shall be in accordance with Section 903.3.1.1 and the Interna- tional Building Code. 3208.2.1 Plastic shelves. Storage on plastic shelves shall be protected by approved specially engineered f re protec- tion systems. 3208.2.2 Racks with solid shelving. Racks with solid shelving having an area greater than 20 square feet (1.9 m2), measured between approved flue spaces at all four edges of the shelf, shall be in accordance with this section. Exceptions: 1. Racks with mesh, grated, slatted or similar shelves having uniform openings not more than 6 inches (152 mm) apart, comprising not less than 50 percent of the overall shelf area, and with approved flue spaces are allowed to be treated as racks without solid shelves. r. 208:4'Colui► n`protection Steel burlcling.columns shall be protected in accordance with NFPA` .3.`= 3208.5 Extra -high -rack storage systems. Approval of the fire code official shall be obtained prior to installing extra - high -rack combustible storage. 3208.5.1 Fire protection. Buildings with extra -high -rack combustible storage shall be protected with a specially engineered automatic sprinkler system. Extra -high -rack combustible storage shall be provided with additional spe- cial fire protection, such as separation from other build- ings and additional built-in fire protection features and fire department access, where required by the fire code offi- cial. SECTION 3209 AUTOMATED STORAGE 3209.1 General. Automated storage shall be in accordance with this section. 3209.2 Automatic sprinklers. Where automatic sprinklers are required by Table 3206.2, the building shall be equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1. 3209.3 Carousel storage. Nigh piled storage areas having greater than 500 square feet (46 m2) of carousel storage shall be provided with automatic shutdown in accordance with one of the following: 1. An automatic smoke detection system installed in accordance with Section 907, with coverage extending 15 feet (4575 mm) in all directions beyond unenclosed carousel storage systems and that sounds a local alarm at the operator's station and stops the carousel storage system upon the activation of a single detector. 2. An automatic smoke detection system installed in accordance with Section 907 and within enclosed car- ousel storage systems, that sounds a local alarm at the operator's station and stops the carousel storage system upon the activation of a single detector. 3. A single dead -man -type control switch that allows the operation of the carousel storage system only when the operator is present. The switch shall be in the same 294 2015 INTERNATIONAL FIRE CODE° Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED): accessed by Ellie Klausbruckner on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. Copyright 2013 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and single download on July 31, 2013 to Klausbruckner & Associates, In for designated user Elley Klausbrucknerl. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact licensing@nfpa.org. 13-176 INSTALLATION OF SPRINKLER SYSTEMS Chapter 17 Protection of Rack Storage of Plastic and Rubber Commodities 17.1 General. 17.1.1 This chapter shall apply to storage of plastic and rubber commodities stored in racks. The requirements of Chapter 12 shall apply unless modified by this chapter. (See Section C.9.) 17.1.1.1 This chapter also shall be used to determine protec- tion for commodities that are not entirely Group A plastics but contain such quantities and arrangements of Group A plastics that they are deemed more hazardous than Class IV commodi- ties. 17.1.2 Sprinkler Protection Criteria. 17.1.2.1* Plastic commodities shall be protected in accor- dance with Figure 17.1.2.1. (See Section C.21.) 17.1.2.2 The design criteria of Chapter 17 for single- and double -row rack storage of plastic commodities shall be appli- cable where aisles are 3.5 ft (1.07 m) or greater in width. 17.1.2.3 Storage with aisles less than 3.5 ft (1.07 m) shall be protected as multiple -row rack storage. 17.1.2.4 Group B plastics and free-flowing Group A plastics shall be protected the same as Class IV commodities. 17.1.2.5 Group C plastics shall be protected the same as Class III commodities. 17.1.2.6 Sprinkler protection criteria for the storage of materi- als on racks shall be in accordance with Section 17.2 for storage up to 25 ft (7.6 m) and Section 17.3 for storage over 25 ft (7.6 m). eria for Group A plastics shall be per - n of the same storage height and con - I, and IV commodities. ck storage in movable racks shall be anner as multtiple-row racks.,,,__ ,____ '17.1:4 'Fire :Protection of Steel Colitinns'`= Columns Within Storage Racks: See`Section C.li?: . 17,1.4.1 Where.ftreproo&ng- if building columns is not pro- vided and storage:heights are in excess of 15 ft:CO m),•pro tecion of building`coluntns within the:rrack structure'or versa - cal rack members support;_ng,tlrelitiildiug shall be -protected' in accordance 'with, one of the following: Plastics Group A Cartoned, expanded or nonexpanded, and exposed, nonexpanded Group B Class IV Exposed, expanded (outside the scope of Chapter 17) Stable Free-flowing (see Chapter 17) Class IV FIGURE 17.1.2.1 Decision Tree. 2013 Edition Group C Class III 1) In -rack's rinklers, (2) Sidewall spiihklers at the 15'fi (4.6`m) elevation; pointed toward one side of the steel column (3) Provision of ceiling sprinkler density for a minimum of 2000 ft2 (186 m2) with ordinary temperature— or high temperature—rated sprinklers as shown in Table 17.1.4.1 for storage heights above 15 ft (4.6 m) up to and includ- ing 20 ft (6.1 m) (4) Provision of CMSA or ESFR ceiling sprinkler protection Table 17.1.4.1 Ceiling Sprinkler Densities for Protection of Steel Building Columns Commodity Classification Aisle Width 4 ft (1.2 m) gpm/ft2 (L/min)/m2 gpm/ Plastics 0.68 27.7 8ft(2.4m) ft2 (L/min)/m2 23.2 0.57 17.1.4.2 The flow from a column sprinkler(s) shall be per- mitted to be omitted from the sprinkler system hydraulic calculations. 17.1.5 Solid Shelf Rack. 17.1.5.1 Where solid shelving in single-, double-, and multiple -row racks exceeds 20 ft (1.86 m) but does not ex- ceed 64 ft2 (5.95 m2) in area, sprinklers shall not be required below every shelf, but shall be installed at the ceiling and be- low shelves at intermediate levels not more than 6 ft (2 m) apart vertically. (See Section C.11.) 17.1.5.2 Where solid shelving in single-, double-, and multiple -row racks exceeds 64 ft' (5.95 m) in area or where the levels of storage exceed 6 ft (2 m), sprinklers shall be in- stalled at the ceiling and below each level of shelving. 17.1.5.3 Where multiple -row racks of any height have no longi- tudinal flue or where double -row racks with storage up 25 ft (7.6 m) in height have no longitudinal flue, the situation shall not be considered solid shelves where transverse flues exist at maximum 5 ft (1.5 m) intervals and additional in -rack sprinklers shall not be required in accordance with 17.1.5.1 and 17.1.5.2. 17.1.5.4 The maximum horizontal spacing between in -rack sprinklers shall be 5 ft (1.5 m). Note: Cartons that contain Group A plastic material can be treated as Class IV commodities under the following conditions: (1) There shall be multiple layers of corrugation or equivalent outer material that would significantly delay fire involvement of the Group A plastic. (2) The amount and arrangement of Group A plastic material within an ordinary carton would not be expected to significantly increase the fire hazard. 8-9 Storage of Class 1, 2, 3, 4 and Plastic Commodities Page 8 FM Global Property Loss Prevention Data Sheets 2.0 LOSS PREVENTION RECOMMENDATIONS 2.1 Construction and Location 2.1.1 General 2.1.1.1 Construct storage facilities in accordance with the relevant FM Global property loss prevention data sheets. See the 1 -series data sheets for guidelines relevant to the construction features of most storage facili- ties. 2.1.1.2 Adhere to the recommendations in the relevant data sheet to ensure the construction features of the facility are compatible with the Storage sprinkler being used. 2.1.1.3 Properly anchor all rack storage structures to prevent them from falling over and, in turn, causing nearby racks to fall over (i.e., creating a "domino" effect). Take into consideration the effects of rack loads, the additional load created by the collection or absorption of fire protection water by the stored commodity, the weight of water -filled, in -rack sprinkler piping (if provided), and any seismic conditions (see Data Sheet 1-2, Earthquakes). 2.1.1.4 Design rack -supported structures taking into consideration the effects of weather (wind, snow, rain, , seismic conditions (see Data Sheet 1-2, Earthquakes), and the additional load cre- or absorption of fire protection water by the stored commodity, the weight of water - (from ceiling or in -rack sprinklers), and any other loads to which the rack or structure 2.1, 2 Steel Ooftripn; Protection ` ` Ad1 ening ta.the design guidelines in this data' shee hemi steel protecthari,; 2.1.3 Heat and Smoke Venting and Draft Curtains r both building column art 2.1.3.1 Heat and Smoke Venting See Data Sheet 2-0, Installation Guidelines for Automatic Sprinklers, for recommendations related to the use of heat and smoke venting in the presence of Storage sprinklers. 2.1.3.2 Draft Curtains See Data Sheet 2-0, Installation Guidelines for Automatic Sprinklers, for recommendations related to the use of draft curtains in the presence of Storage sprinklers. 2.2 Occupancy 2.2.1 General Storage arrangements vary among locations. In general, most storage arrangements can be classified as solid -piled, palletized, shelf. bin -box, or single -row, double -row, or multiple -row racks for the purpose of deter- mining fire protection requirements. Within this data sheet the design guidelines for solid-piied, palletized, shelf, or bin -box storage arrangements are consolidated into the same table for a given commodity hazard. Similarly, the design guidelines for single -row, double -row, and multiple -row storage racks are consoli- dated into the same table for a given commodity hazard. 2.2.1.1 For storage that will be maintained directly on the floor, refer to Data Sheet 1-24, Protection Against Liquid Damage, to minimize the exposure from sprinkler water discharge or other potential liquid releases. 2.2.2 Commodity Hazard 2.2.2.1 Use Data Sheet 8-1, Commodity Classification, to determine the types of commodity hazards located within a given storage area. 2.2.2.2 Base the protection for the storage area on the most severe commodity hazard present anywhere within that storage area. The commodity hazards for this data sheet are generally ranked from lowest haz- ard (Class 1) to highest hazard (uncartoned expanded plastic) as follows: 02010 Factory Mutual Insurance Company. All rights reserved. Copyright 2013 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and single download on July 31, 2013 to Klausbruckner & Associates, In for designated user Elley Klausbrucknerl. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact licensing@nfpa.org. 13-126 INSTALLATION OF SPRINKLER SYSTEMS 11.3.3.2 For water curtains employing automatic sprinklers, the number of sprinklers calculated in this water curtain shall be the number in the length corresponding to the length par- allel to the branch lines in the area determined by 23.4.4.1.1. 11.3.3.3 If a single fire can be expected to operate sprinklers within the water curtain and within the design area of a hydrauli- cally calculated system, the water supply to the water curtain shall be added to the water demand of the hydraulic calculations and shall be balanced to the calculated area demand. 11.3.3.4 Hydraulic design calculations shall include a design area selected to include ceiling sprinklers adjacent to the wa- ter curtain. 11.3.4 Sprinklers Under Roof or Ceiling in Combustible Con- cealed Spaces of Wood joist or Wood Truss Construction with Members 3 ft (914 mm) or Less on Center and Slope Having Pitch of 4 in 12 or Greater. 11.3.4.1 Where sprinkler spacing does not exceed 8 ft (2.5 m) measured perpendicular to the slope, the minimum sprinkler discharge pressure shall be 7 psi (0.5 bar). 11.3.4.2 Where sprinkler spacing exceeds 8 ft (2.5 m) mea- sured perpendicular to the slope, the minimum sprinkler dis- charge pressure shall be 20 psi (1.4 bar). 11.3.4.3 Hose stream allowance and water supply duration requirements shall be in accordance with those for light haz- ard occupancies in Table 11.2.3.1.2. Chapter 12 General Requirements for Storage 12.1 General. The requirements of Section 12.1 shall apply to all storage arrangements and commodities other than miscel- laneous storage (see Chapter 13) and as modified by specific sections in Chapter 14 through Chapter 20. 12.1.1 Roof Vents and Draft Curtains. See Section C.6. 12.1.1.1* Manually operated roof vents or automatic roof vents with operating elements that have a higher temperature classification than the automatic sprinklers shall be permitted. 12.1.1.2 Early su..ression fast -response ESFR) sprinklers shall not be us heat or smoke vents unless the CEILING rated, standard - response ope 12.1.1.3* Draft kler systems. 12.1.1.3.1 Draft curtains separating ESFR sprinklers at system breaks or from control mode sprinklers or between hazards shall be permitted. (See 8.4.6.4.) t121 .2 Slope:"The"sprin"kcle'rsystetn enterpeciie`a— n Chapter ,12 and'Chapters"14,through;`20 are intended to ` 6pply to buildings 'with ceiling; slopes; not, exceeding 2 in 12 L16 ters 14 throe20 .7 percent) -unless modified by a specific section °in Chap - 12 and ,Cha i ;, ` pa 12.1.3* Building and Storage Height. 12.1.3.1 The maximum building height shall be measured to the underside of the roof deck or ceiling. 12.1.3.2 ESFR sprinklers shall be used only in buildings equal to, or less than, the height of the building for which they have been listed. in ESFR sprin- wi. 2013 Edition 12.1.3.3 The sprinkler system design shall be based on the stor- age height and clearance to ceiling that routinely or periodically exist in the building and create the greatest water demand. Where storage is placed above doors, the storage height shall be calculated from the base of storage above the door. 12.1.3.4 Clearance to Ceiling. 12.1.3.4.1* The clearance to ceiling shall be measured in ac- cordance with 12.1.3.4.1.1 through 12.1.3.4.1.3. 12.1.3.4.1.1 For corrugated metal deck roofs up to 3 in. (76 mm) in depth, the clearance to ceiling shall be measured from the top of storage to the bottom of the deck. 12.1.3.4.1.2 For corrugated metal deck roofs deeper than 3 in. (76 mm), the clearance to ceiling shall be measured to the highest point on the deck. 12.1.3.4.1.3 For ceilings that have insulation attached di- rectly to underside of the ceiling or roof structure, the clear- ance to ceiling shall be measured from the top of storage to the bottom of the insulation and shall be in accordance with 12.1.3.4.1.3(A) or 12.1.3.4.1.3(B). (A) For insulation that is attached directly to the ceiling or roof structure and is installed flat and parallel to the ceiling or roof structure, the clearance to ceiling shall be measured from the top of storage to the underside of the insulation. (B) For insulation that is installed in a manner that causes it to deflect or sag down from the ceiling or roof structure, the clearance to ceiling shall be measured from the top of storage to a point half of the distance of the deflection from the insu- lation high point to the insulation low point. If the deflection or sag in the insulation exceeds 6 in. (152 mm), the clearance to ceiling shall be measured from the top of storage to the high point of the insulation. 12.1.3.4.2 For spray sprinkler criteria where the clearance to ceiling exceeds those identified in this section, the require- ments of 12.1.3.4.3 through 12.1.3.4.8 shall apply. 12.1.3.4.3 Where the clearance to ceiling exceeds 20 ft (6.1 m) for Chapters 14 and 15, protection shall be based upon the storage height that would result in a clearance to ceiling of 20 ft (6.1 m). 12.1.3.4.4 Where the clearance to ceiling exceeds 20 ft (6.1 m) for Section 16.2, protection shall be based upon the storage height that would result in a clearance to ceiling of 20 ft (6.1 m) or providing one level of supplemental, quick - response in -rack sprinklers located directly below the top tier of storage and at every flue space intersection. 12.1.3.4.5 Where the clearance to ceiling exceeds 10 ft (3.1 m) for Section 16.3 or Section 17.2, protection shall be based upon the storage height that would result in a clearance to ceiling of 10 ft (3.1 m) or providing one level of supplemental, quick - response in -rack sprinklers located directly below the top tier of storage and at every flue space intersection. 12.1.3.4.6 Where the clearance exceeds 10 ft (3.1 m) for Sec- tion 17.3, protection shall be based upon providing one level of supplemental, quick -response in -rack sprinklers located di- rectly below the top tier of storage and at every flue space intersection. 12.1.3.4.7 When applying the supplemental in -rack sprinkler option, the ceiling density shall be based upon the given stor- age height with an assumed acceptable clearance to ceiling. r r 2-0 Installation Guidelines for Automatic Sprinklers Page 38 FM Global Property Loss Prevention Data Sheets Unless recommended otherwise in a relevant occupancy -specific data sheet, base the design of the mezzanine -level sprinkler protection on the height of the mezzanine and the occupancy located underneath it. 2.2.1.5.2 Solid Walkways Install quick -response sprinklers under solid walkways that have combustible construction and/or a combustible occupancy located below them. In addition, install quick -response sprinklers under solid walkways located between storage racks or similar structures. For solid walkways up to 4 ft (1.2 m) wide, install a single line of quick -response sprinklers down the center of the walkway on maximum 10 ft (3.0 m) linear spacing. For solid walkways over 4 ft (1.2 m) wide, install a line of quick -response sprinklers within 12 in. (300 mm) of the perimeter of the walkway on maximum 10 ft (3.0 m) linear spacing and 100 ft2 (9.0 m2) lkway sprinklers as in -rack sprinklers and design in accordance with the relevant occupancy - sheet based on the commodity hazard located either under or adjacent to the solid walkway. k 2..'17.6 Ceilirig Slope Unless recommended otherwise by She relevant 'occupancy -specific data sheet Storage sprinklers acceptable under sloped;ceilings.as•indi'cated in Table14: Table 14. -Storage Sprinklers'Under Sloped peilings..; Nominal RTI Rating of Sprinkler In -Rack Sprinklers Provided? Acceptable Ceiling Slope Quick -Response Yes or No Up to 10° Standard -Response, No ,lip to 10°' •Yes' .:':. Up to 20°,1 ".. For ceiling slopes that exceed the maximum indicated in Table 14, do one of the following: • Install a flat, continuous false ceiling (see Appendix A for definition) over the affected area and for 20 ft (6.0 m) beyond in all directions. Design the false ceiling in accordance with Data Sheet 1-12, Ceilings and Concealed Spaces, and ensure it can withstand a minimum uplift pressure of 3 lb/ft2 (14.4 kg/m2). Provide sprinkler protection beneath the false ceiling based on the recommendations in the relevant occupancy -specific data sheet, or • If the affected occupancy is rack storage, protect the storage racks based on the presence of excessive clearance as outlined in Data Sheet 8-9, Storage of Class 1, 2, 3, 4 and Plastic Commodities. For ceilings with a slope greater than 5°, locate sprinklers within 3 ft (0.9 m) of a ceiling's peak, measured horizontally along the slope of the ceiling. For ceiling slopes that exceed the maximum allowed, install a flat, continuous false ceiling {see Appendix A for definition) over the affected area and for 20 ft (6.0 m) beyond in all directions. Design the false ceiling in accordance with Data Sheet 1-12, Ceilings and Concealed Spaces, and ensure it can withstand a minimum uplift pressure of 3 lb/ft2 (14.4 kg/m2). Provide sprinkler protection beneath the false ceiling designed in accordance with the relevant occupancy -specific data sheet. For ceilings with a slope greater than 5°, locate sprinklers within 3 ft (0.9 m) of a ceiling's peak, measured horizontally along the slope of the ceiling. 2.2.1.7 Heat and/or Smoke Vents and Other Exhaust Openings at Ceiling Level 2.2.1.7.1 Heat and/or Smoke Vents Do not install automatic smoke and heat vents in facilities equipped with sprinkler protection; manual heat and smoke vents, however, are acceptable. If local codes require the installation of automatic smoke and heat vents, do one of the following: (a) Install vents that are FM Approved for occupancies protected by quick -response Storage sprinklers. ©2010-2014 Factory Mutual Insurance Company. All rights reserved. 8-9 Storage of Class 1, 2, 3, 4 and Plastic Commodities Page 10 FM Global Property Loss Prevention Data Sheets 2.2.3.2.2 Longitudinal flue spaces are not required in double -row racks; however, if they are provided, maintain a minimum net width of 3 in. (75 mm) throughout the vertical height of the rack. Longitudinal flue spaces are not required (1) for the storage tier located directly above in -rack sprinklers, or (2) when in -rack sprinklers are provided at every tier level. 2.2.3.2.3 Arrange rolled or similar types of commodities stored in racks so they cannot bulge into or encroach over flue spaces located directly below in -rack sprinklers. The exception to this is storage located directly above a level of in -rack sprinklers. If adequate flue spaces are difficult to maintain (e.g., loading of racks becomes haphazard during peak production), provide wire mesh and/or other physical means to ensure adequate flue spaces are always maintained. 2.2.3.2.4 Treat storage racks not having flue spaces as described above in Sections 2.2.3.2.1 through 2.2.3.2.3 as racks with solid shelves greater than 64 ft2 (6.0 m2) in area. 2.2.3.3 Solid -Piled, Palletized, Shelf, and Bin -Box Storage There are no recommendations regarding the minimum size and horizontal distance between flue spaces for this type of storage; however, arrange storage such that flue spaces that are provided are not blocked from water penetration. 2.2.4 Pallets 2.2.4.1 Use noncombustible or metal pallets whenever possible. 2.2.4.2 Include the combustibility of pallets in the overall commodity classification. Refer to Data Sheet 8-1, Commodity Classification, for a description of how this can be accomplished. 2.2.4.3 Protect the storage of idle pallets in accordance with the recommendations in Data Sheet 8-24, Idle Pallet Storage. 2.2.5 Special Storage Considerations 2.2.5.1 Open -Top, Five -Sided Containers Maintained in Storage Racks Open -top, five -sided containers will collect sprinkler water, keeping it from running across the top of storage and down the flues. This will prevent water penetration to the fire in the lower levels where it is needed. Rack collapse may also occur if too much water is collected. 2.2.5.1.1 Open -top, five -sided, noncombustible containers do not need special consideration when: 1) They are located on the top tier of the storage rack, and all storage located below them is also in noncombustible containers, or 2) They are all located on the bottom tier of the storage rack, or 3) They are provided with either wire mesh siding or large uniform openings along the bottom perimeter of each container, such that all water that enters the container will leave the container at the same flow rate and discharge evenly into the flue spaces. For this option to apply, storage within the container cannot be water absorbent nor be capable of blocking any of the container holes, or rmixed with storage in combustible containers, they are not located on the top tier of , and they do not extend into the transverse flue spaces. ditions is met, see Sections 2.2.5.1.3 and 2.2.5.1.4 to determine how to account for the ontainers within storage racks. top, live -Sided combustible containers do not need special consideration when: 1) They are all located on the bottom tier of.the'rack storage, or 2) They are not located on the top tier of the storage; rack and they do not extend into the transverse flue spaces, or 3) They are provided with either wire mesh siding or large uniform openings along the bottom perimeter of each container, such that all water that enters the container will leave the container at the same flow rate and discharge evenly into the flue spaces. For this option to apply, storage within the container cannot be water absorbent nor be capable of blocking any of the container holes, or ©2010-2015 Factory Mutual Insurance Company. All rights reserved. ATTACHMENT #8 ALARM/MONITORING rd FIRE PROTECTION SYSTEMS matic wet standpipe system, sprinklers shall be supplied by the standpipe system. Where a limited area sprinkler system is installed in a building without an automatic wet standpipe system, water shall be permitted to be supplied by the plumbing system provided that the plumbing sys- tem is capable of simultaneously supplying domestic and sprinkler demands. 903.3.8.4 Supervision. Control valves shall not be installed between the water supply and sprinklers unless the valves are of an approved indicating type that are supervised or secured in the open position. 903.3.8.5 Calculations. Hydraulic calculations in accor- dance with NFPA 13 shall be provided to demonstrate that the available water flow and pressure are adequate to supply all sprinklers installed in any single fire area with discharge densities corresponding to the hazard classifi- cation. ." . ✓fix. , ;v :� ._... 13.4.Sprinklersystr;;em;supervision and alarms. Valves con= trolling the. water sup j ,:for "aulomatre sprinkler systems, unips,- tanks, water levv�`e"gis'and temperatures, orttical 'air" Pres-- • , waterfiow switc es;on,,all sprinkler systems "shall be electrically supervised by a ]sled fire alarm control.'unit: . ' ceptions: tribe's rin t dwellings "int ted -, area ; sprinkler syste edtion x903.3 accordance :with rznatic 'spirit e„ ysietns installed in 'accordance h:NFPA l3R" wJiere a common suppl "blain is used to supply' both a tiiestic ,,seater :and the, autornaiic °sprinkler syste"nz:;9,artd'a separate shutoff valve,for.the. nzaiic sora lder 'system is not provided:' , ckey-pump'control,ivalves that are- sealed or locked ' be Open position: i : , ontrol vatves o commercial ,kitchen ,hoods,,. paint spray booths ordip stinks that are sealed or locked in the open position = y Valves controlling":the. fu • el supply to,, fire pump engines that:are,sealed-or locked in the open position: valves toPressure'stvitches in dry, preactiiori and uge.sprink1e,'s.stems 'that are sealed or locked ween position 03 d1, fonrtoring Alarm, supervisory and trouble signals,,„; jail be tistinctly different and shall be autOrnatically;tr`ans-'= itted to an approve/' :'supervising station or, where .approvedaby the frre'co e'q"offrcial, sba11 sound audible '-5igna't,at'a constantly attended kcatiori._ eptions: 1 -Underground'key'or hub valves in roadway boxes provided by the municipality or public utility are not required to be monitored. 2. 'Backflow. prevention device test valves located in :;limited area; sprinkler system supply piping shall be locked in the open position. In occupancies required to be `equipped with a fire alarm system, thejbackflow preventervalves s”"all be electrically. ;supervised by a tamper:svvttch nStalled in actor=, nervewith NFPA 72 and sepFaraly`;annunciated 903,41 -Alarms ,An ;approved audible d&Vice, located an the exterioi5ofthe building in an.appr ved location; ATTACHMENT #9 BUILDING ACCESS - DOORS & ROADS i HIGH -PILED COMBUSTIBLE STORAGE TABLE 3206.2 GENERAL FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS COMMODITY CLASS SIZE OF HIGH -PILED STORAGE AREA' s uare feet)Automatic (4 (see Sections 3206.2 and 3206.4) ALL STORAGE AREAS (See Sections 3206, 3207 and 3208)6 SOLID -PILED STORAGE, SHELF STORAGE AND PALLETIZED STORAGE (see Section 3207.3) fire- extinguishing system (see Section 3206.4) Fire detection system (see Section 3206.5 ) •Building , access c(see Section `,1,—, 3206.6) Smoke and heat removal (see Section 3206.7) Maximum pile dimension` (feet) Maximum permissible storage height' (feet) Maximum pile volume (cubic feet) I-IV 0-500 Not Required' Not Required Net Required` Not Required Not Required Not Required Not Required 501-2,500 Nt Requireda Yes' Ne Required` t Not Required 100 40 100,000 2,501-12,000 Public accessible Yes Not Required Net Required' Not Required 100 40 400,000 2,501-12,000 Nonpublic accessible (Option 1) Yes Not Required Nct Required' Not Required 100 40 400,000 2,501-12,000 Nonpublic accessible (Option 2) Nt Requireda Yes Yes Yes' 100 30' 200,000 12,001-20,000 Yes Not Required Yes Yes' 100 40 400,000 20,001-500,000 Yes Not Required Yes Yes' 100 40 400,000 Greater than 500,000' Yes Not Required Yes Ye& 100 40 400,000 ::Hig1t bid 0-500 Not Required' Not Required Net Required` Not Required 50 Not Required Not Required 501-2,500 Public accessible Yes Not Required Net Required' Not Required 50 30 75,000 501-2,500 Nonpublic accessible (Option 1) Yes Not Required Net Required` Not Required 50 30 75,000 501-2,500 Nonpublic accessible (Option 2) Nt Requireda Yes Yes ' Yes' 50 20 50,000 Not Yes Yes' 50 30 75,000 2;501-300 q... }'l,, Required 300,001-500,000'.h Yes Not Required Yes Yes' 50 30 75,000 For SI 1 foot = 304.8 mm, 1 cubic foot = 0.02832 m', 1 square foot = 0.0929 m2. a Where automatic sprinklers are required for reasons other than those in Chapter 32, the portion of the sprinkler system protecting the high -piled storage area shall be designed and installed in accordance with Sections 3207 and 3208. b. For aisles, see Section 3206.9. c. Piles shall be separated by aisles complying with Section 3206 9. d. For storage in excess of the height indicated, special fire protection shall be provided in accordance with Note g where required by the fire code official. See Chapters 51 and 57 for special limitations for aerosols and flammable and combustible liquids, respectively. e. Section 503 shall apply for fire apparatus access. f. For storage exceeding 30 feet in height, Option 1 shall be used. g. Special fire protection provisions including, but not limited to, fire protection of exposed steel columns; increased sprinkler density; additional in -rack sprinklers, without associated reductions in ceiling sprinkler density; or additional fire department hose connections shall be provided required by the fire code official. h. High -piled storage areas shall not exceed 500,000 square feet. A 2 -hour fire wall constructed in accordance with Section 706 the International Building Code shall be used to divide high -piled storage exceeding 500,000 square feet in area i. Not required where an automatic fire -extinguishing system is designed and installed to protect the high -piled storage area in accordance with Sections 3207 and 3208 j. Not required where storage areas are protected by either early suppression fast response (ESFR) sprinkler systems or control mode special application sprinklers with a response time index of 50 (m • s)'° or less that are listed to control a fire in the stored commodities with 12 or fewer sprinklers, installed in accordance with NFPA 13. 292 2015 INTERNATIONAL FIRE CODE® 1^, Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED): accessed by Ellie Klausbruckner on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. 3206.4.1 Pallets. Automatic sprinkler system require- ments based upon the presence of pallets shall be in accor- dance with NFPA 13. 3206.4.1.1 Plastic pallets. Plastic pallets listed and labeled in accordance with UL 2335 or FM 4996 shall be treated as wood pallets for determining required sprinkler protection. 3206.5 Fire detection. Where fire detection is required by Table 3206.2, an approved automatic fire detection system shall be installed throughout the high piled storage area. The system shall be monitored and be in accordance with Section 907. 3246.6 Building access. .Where building avicess is required by Table 32062, fire apparatus access roadsy,m accordance:_ with Section 503 'shall ".be ,provided within 150 -lea' (45 720 ' + m) f all portions of the exterior walls of buildings wised for. igh-piled storage. cepti,aill: Where fire apparatus access'reads`cannot be•.; talled.'because of topography, railways, waterways, nonnegotiable grades" oro'other-sitnilar•conditlons, the re , code official is authorized to require additional fire protec- troll: 3206.6.1 Access doors. Where building°access is required :5 by 'Table 3206.2, fire' department access ° doors °:shall be provided tri , accordance .•ivitli ,]iris section. slccess - doors shall be accessible without these of a ladder. 3206.6.1 limber r'of do vrs`:required Not .less than " :one access door shall tie provided in each 100 linear feet (30 480 tion . ; 01 fraction' ;thereof, 'of the exterior:; .; ;walls that face regitirgd' to apparatus access roads. The �,e ,required access doors shall be distributed such that the Iineai;clistance between adjacent access doors;dnes not exceed ;1 Q0 feet (36'481i Min). 1 Exception.: The'=linear listance,between'adjacent':`, access doors is allowed to exceed '100 feet*(30480 ':nano) in existing'buililingst where no. change in occu- pancy is proposed. W he number; and,'distcibution of access doors in existing buildings shall be approved s :3206.6.1,2 Door ;:size;and type. Access doors shall be .; not less;than 3:feet`(91,4 3nru) in_width,and 6 feet ;8 inches`(2032 nine) in heig,Iht_ Rolf -4 ;t oors'shail not he „used unless apprnved,"=' .3206.66.1.3 Locking devices. O ly. approved locking", deyices ocking- devices shall be used, 3206.7 Smoke and heat removal. Where smoke and heat removal is required by Table 3206.2 it shall be provided in accordance with Section 910. 3206.8 Fire department hose connections. Where exit pas- sageways are required by the International Building Code for egress, a Class 1 standpipe system shall be provided in accor- dance with Section 905. 3206.9 Aisles. Aisles providing access to exits and fire department access doors shall be provided in high piled stor- age areas exceeding 500 square feet (46 m2), in accordance with Sections 3206.9.1 through 3206.9.3. Aisles separating HIGH -PILED COMBUSTIBLE STORAGE storage piles or racks shall comply with NFPA 13. Aisles shall also comply with Chapter 10. Exception: Where aisles are precluded by rack storage systems, alternate methods of access and protection are allowed when approved. 3206.9.1 Width. Aisle width shall be in accordance with Sections 3206.9.1.1 and 3206.9.1.2. Exceptions: 1. Aisles crossing rack structures or storage piles, that are used only for employee access, shall be not less than 24 inches (610 mm) wide. 2. Aisles separating shelves classified as shelf stor- age shall be not less than 30 inches (762 mm) wide. 3206.9.1.1 Sprinklered buildings. Aisles in sprin- klered buildings shall be not less than 44 inches (1118 mm) wide. Aisles shall be not less than 96 inches (2438 mm) wide in high piled storage areas exceeding 2,500 square feet (232 m2) in area, that are accessible to the public and designated to contain high -hazard commodi- ties. Exception: Aisles in high piled storage areas exceeding 2,500 square feet (232 m2) in area, that are accessible to the public and designated to con- tain high -hazard commodities, are protected by a sprinkler system designed for multiple -row racks of high -hazard commodities shall be not less than 44 inches (1118 mm) wide. Aisles shall be not less than 96 inches (2438 mm) wide in areas accessible to the public where mechanical stocking methods are used. 3206.9.1.2 Nonsprinklered buildings. Aisles in non- sprinklered buildings shall be not less than 96 inches (2438 mm) wide. 3206.9.2 Clear height. The required aisle width shall extend from floor to ceiling. Rack structural supports and catwalks are allowed to cross aisles at a minimum height of 6 feet 8 inches (2032 mm) above the finished floor level, provided that such supports do not interfere with fire department hose stream trajectory. 3206.9.3 Dead-end aisles. Dead-end aisles shall not exceed 20 feet (6096 mm) in length in Group M occupan- cies. Dead-end aisles shall not exceed 50 feet (15 240 mm) in length in all other occupancies. Exception: Dead-end aisles are not limited where the length of the dead-end aisle is less than 2.5 times the least width of the dead-end aisle. 3206.10 Portable fire extinguishers. Portable fire extin- guishers shall be provided in accordance with Section 906. SECTION 3207 SOLID -PILED AND SHELF STORAGE 3207.1 General. Shelf storage and storage in solid piles, solid piles on pallets and bin box storage in bin boxes not exceed - 2015 INTERNATIONAL FIRE CODE® 293 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED): accessed by Ellie Klaushruckncr on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. Part Ill—Building and Equipment Design Features CHAPTER 5 FIRE SERVICE FEATURES SECTION 501 GENERAL 501.1 Scope. Fire service features for buildings, structures and premises shall comply with this chapter. 501.2 Permits. A permit shall be required as set forth in Sec- tions 105.6 and 105.7. 501.3 Construction documents. Construction documents for proposed fire apparatus access, location of fire lanes, security gates across fire apparatus access roads and construction doc- uments and hydraulic calculations for fire hydrant systems shall be submitted to the fire department for review and approval prior to construction. 501.4 Timing of installation. Where fire apparatus access roads or a water supply for fire protection are required to be installed, such protection shall be installed and made service- able prior to and during the time of construction except when approved alternative methods of protection are provided. Temporary street signs shall be installed at each street inter- section where construction of new roadways allows passage by vehicles in accordance with Section 505.2. SECTION 502 DEFINITIONS 502.1 Definitions. The following terms are defined in Chap- ter 2: AGENCY. FIRE APPARATUS ACCESS ROAD. FIRE COMMAND CENTER. FIRE DEPARTMENT MASTER KEY. FIRE LANE. KEY BOX. TRAFFIC CALMING DEVICES. SECTION 50 FIRE APPARATUS ACCESS,R©AD 50.31 Where required Fire, apparatus access;.roads shall be provided and maintained in accordance with Sections $03.1.1 through 503.1.3: ons 'tifthe ,facility.arid all, portions of the -eeteriofwallsof a,<. a:. e arst story of the building as measured »y an approved <, route'around the exterior; of the butldt ig or,facility code a' oral is authorized :to."increase the` dimension of150 feet (45 720 Mill; 'Where airy:t f. the following conditions occur; .. a., ,,; .. • 1.1. The,.: building'; is equipped with',: an•=°appr"oved,'5Atoiriatic � ,r rirt systerriinstalled in:'accvrdance kith"S tion 033:111, 903 3 l .2(or903 3 1.3. 1.2. ' ire ' apparatus' access ='roads , cannot ,be I installed because of location, on property, topography, ;waterways; .nonnegotiable grades orother.siinilar conditions, and an appraved,alternative€mean,of ire pr tecUon is' provided ' There axe alirt more thanIwo G or Groupoccupancies. ere approved :.by the ,Ike code'` apparatus ;access toads ;Shall be perinitte :exempted or'modi ed• ;::fur: solar i'pl otov -power generation:facilities. _ 503.1.2' Additional access Thelre rodeo era l'is audio • . ,rte..,. rized'ta'require more•. than one fire apparatus access road., • based on the potential for, impairment Ofa. single4!road by= vehicle congestion, condition of. terrain, ielimatic'-condi-_, tions ,or other factors that cmild limit access •• :503.1.3 High -piled ° storage `;Fire depaattinennt vehicle access to buildings :used °for -JIigh paled cdnyli� l�liie -stor- 'age shalt comply with the applicable provisions of Chapter 503.2. Specifications. Fire apparatus access:, toads -shall i installed `and ` arranged in accordance with ,Sections' 503.2.1 through 503.2:8: 503.1.1 Buildings and facilities. Approved fire apparatus access roads shall be provided for every•facility; building i . or portion of a buildmg hereafter constructed or moved into .or within the jurisdictioii.:.The fire:apparatus access, road shall comply with the 'requirements of this section' and shall extend to within 150 feet (45 720 mm) of all por- 2015 INTERNATIONAL FIRE CODE® 503.2.1 Dimensions.; Fire apparatus access ,roads shall have an unobstructed width of not less than:20 feet (6096 :trim), exclusive of "shoulders, except for approved security gates in accordance with 'Sectio n 503.6,9 and ,anui ob- structed vertical clearance of not less than l3 feet 6 inches (4115 .mm). 503.2,2 Authority. The fire code-'ocial;sliall have the authority to require or permit modifications to^the required access widths where they are inadequate for fire or rescue operations or where necessary to meet the ;public safety objectives of the jurisdiction. 69 Copyright to. or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckner on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. FIRE SERVICE FEATURES 503:2:3 Surface: ire apparatus "Access 'roads 'shall be designed and maintained to support the zrziposed loads of re,apparatus and:shall, be"surfaced so as to`tJrovicie'all- iveather drivingCapabilities.,/ <. 503 2 4,Turning:radius The;regvired turning radius of ay e apparatus:aacss road shall be•- letermine,deby;.the' iae;off,'c•rl " : er. ;R oads; :'t)rails and :ether, accessways .;that have,:;:been, i andobstructel in the manner,prescribed by Section • X503, shall iiot be trespassed on or used unlessautliorized "'by the aft iter and thej i4:code officio? � apply 'to 503.2:5 Dead ends Dead-end fire access ro i•n excess of 1500feet (45 720 mrn) an length shall be p ded:vith anixpproved areafor turning around fires • Exception The restriction on„rise shall not ';public officersacting=,within the scope of du ;503.6 Seeunty°gates: Thelinstailatron o securi apparatus'<access road shall beriapi?r•ovedby tiie • Where security gates are installed;:.. they'shall 'havesaq approved means of einergency'•operation he security( gates and the emergeneyoperation shall be rniatntained operational” at Ali times., Electric gateoperators, where provided, liall bei 'r�ted in accordancex'with IlL' 325 ,Gates untended forAuto- uratic operationshall'be.;designed, constructed and mnstalled o comply with; the requirements, of ASTM F; 2200. 2. 503 2 6.Rridglii aiid'„elevated surfaces_ Where,a',bridge, or an elevated��surface is part of'a; re apparatus "access . roadthe -bridge,"shall be IcOnitrueted, and maintained an accordance with SHTO "HB -176 ,pridges, and elevated °surfaces shall bedesig ned for a live loadsuffcientto ,the�inipased.loads"of carry fire apparatus. Vehicle 'load .linins shall,be posted at both entrances to bridges wber•e equired, by't`hefre code official ; Where elevated surfaces 'designed ;; fvr:eiriergency=vehicle use are, adjacentto sitrfaces that are in,5 'designed:fs or uch'use,4apliraved,:barriers;F approved' signseor.:both"'shall.be installed sand martttairied where; "„required by, the f code (04.61. -'' ,:" x'503 2.7,Grade. The grade of the fire -apparatus access road _,shall the within the limits established by the t ire ,code• cral Based onflhe"fire: departmenapparatus: mayT Q3: 2.$ Angles.of -approach and =departure. the :angles of aliproach and departure for"fire°apparatus access.roads- all be;[within th limits= established by the f re code a zal,based:an the fire departirient'sapparatus ,•:: [`--S0,3 'Marking, Where required by the fire code of ci approved,sigris_ or other, approved notices or markings_ that tnclii le'the words 'NQ PARKING EIRE LANE":shall be provided for fire apparatus access roads to identifyucltroads proh or ibit the obstruction thereof 'Th"e.means by. Which fre' lanes are designated:shaltbe maintained in a cleari`.and leg'1. ble coi dititin at all':tiines'and be, replaced or repaired 'When necessary to provide; adequate visibility: 503 4 Obstruction! of -:#ire apparatus access roads. Fire apparatus access roads shall not be o'bstrueted in any,manner, including;ttie:parkingofvehicles; `lie; mnimu-n'widtljs.and clearances established <in' Sectiorisa503 21 and 503:2 2 shall . be maintained at all times. r 503.4.1. Traffic calming devices. Traffic calming devices shall.be prohibited,unless app oved by the fre code tial .. ..: ., 03.5Required gates or barricad es. T he fire aide -,o eia1 is authorized ' to require the : installation_ and rnaintepance'`of gates or' 'other approved ::barricades •across fire,' 'apparatus' :access roads, trails or other,accessways, not including public streets, ,alleys or highways. Electric gate operators; where provided, shall' be listed in' accordance with [JL 325: Gates . intended 'for automatic operation shall 'be designed, con- ! structed and installed to comply 'with the ..requirements of t ASTM F 2200. 503.5.1 Secured gates and barricades. Where required, gates and. barricades shall be secured in an approved roan- • SECTION 504 ACCESS TO BUILDING OPENINGS AND ROOFS 504.1 Required access. Exterior doors and openings required by this code or the International Building Code shall be maintained readily accessible for emergency access by the fire department. An approved access walkway leading from fire apparatus access roads to exterior openings shall be pro- vided when required by the fire code official. 504.2 Maintenance of exterior doors and openings. Exte- rior doors and their function shall not be eliminated without prior approval. Exterior doors that have been rendered non- functional and that retain a functional door exterior appear- ance shall have a sign affixed to the exterior side of the door with the words THIS DOOR BLOCKED. The sign shall con- sist of letters having a principal stroke of not less than 3/, inch (19.1 mm) wide and not less than 6 inches (152 mm) high on a contrasting background. Required fire department access doors shall not be obstructed or eliminated. Exit and exit access doors shall comply with Chapter 10. Access doors for high piled combustible storage shall comply with Section 3206.6.1. 504.3 Stairway access to roof. New buildings four or more stories above grade plane, except those with a roof slope greater than four units vertical in 12 units horizontal (33.3 - percent slope), shall be provided with a stairway to the roof. Stairway access to the roof shall be in accordance with Sec- tion 1011.12. Such stairway shall be marked at street and floor levels with a sign indicating that the stairway continues to the roof. Where roofs are used for roof gardens or for other purposes, stairways shall be provided as required for such occupancy classification. SECTION 505 PREMISES IDENTIFICATION 505.1 Address identification. New and existing buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each 70 2015 INTERNATIONAL FIRE CODE® Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED): accessed by Ellie Klausbruckner on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. hi 51SVHd 0aV :6o/6o9 ! S 1 REVISIONS I 1,1 ED -3.0,1100y C1351A321 ,6,0zAtzig . b 1C9 SJSYHd G3SIAJC 6.01/91/5 TaS 53SVHd 010361430 :6Lo0/10i/g , 0 90artql :L1.5?DNI XVI 'talon.. NOilla q•c: .311 •sxounlos 301/1401.S It) 1VNOLLIFN133.1.N1 0 1 ••1 _J •:••, OF <F i t . '".'f''t 7 I 1S it'• ; -.. .:, i . F. - 5 i 1 . EILLI II— ID 7.7W Fi(-) i< I-, .521 -.4 a --------'-',V-4',:;'• i -4 ........:;;;;;;;.:............... i -: • . :71 '‘'d,''''''''..= ' ' ';':::•': '''''' 4Z4: . .•:;.tr..1.•;',•:„..... „„ , 1 1 i '''.:•:..; . '..1 IL ' : '''.f ..4 . ;:::.':::::::?::,'::: t• 1 r - St: 1 , Q 4( I , = , L_ ,,,,_ _. ,..5.: ''' A sl.. •'7 '''••••'• ''''''• - ' . 0,•-•, ! •': • 2 ' „-•...••:-,,,,,,,..."..' ...i :',, •"-i-:' ••••••,.2,, " ' , t • , ,..:0; ,,--'0.',:r• ,,,..,,,,,,,,,..4............1 i•-:-,-„,..... 4,,, - 1 4-.,-) i - : - - :4, - 7,-- - -, - ....,- 1.,-2.... Si:5.4, , - = °.„ . <1 •g. t , LU 5 z NOT TO SCALE -"-" ) 1 VI .11 " " 1 .... z 0 I - UJ LU CC 7i7,- • "I ------------- 1'4 ...1:171717 1- „ • I I t...85 SO 0 154 V.N. 5 "'LSO L ._..__ TS'S'l UNINWHO S311S1001 S.A3VN /02.161•OZ • IN31,033V1d3li )53V51 Z-N011,10ON 1 ••1 _J •:••, OF <F i t . '".'f''t 7 I 1S it'• ; -.. .:, i . F. - 5 i 1 . EILLI II— ID 7.7W Fi(-) i< I-, .521 -.4 a --------'-',V-4',:;'• i -4 ........:;;;;;;;.:............... i -: • . :71 '‘'d,''''''''..= ' ' ';':::•': '''''' 4Z4: . .•:;.tr..1.•;',•:„..... „„ , 1 1 i '''.:•:..; . '..1 IL ' : '''.f ..4 . ;:::.':::::::?::,'::: t• 1 r - St: 1 , Q 4( I , = , L_ ,,,,_ _. ,..5.: ''' A sl.. •'7 '''••••'• ''''''• - ' . 0,•-•, ! •': • 2 ' „-•...••:-,,,,,,,..."..' ...i :',, •"-i-:' ••••••,.2,, " ' , t • , ,..:0; ,,--'0.',:r• ,,,..,,,,,,,,,..4............1 i•-:-,-„,..... 4,,, - 1 4-.,-) i - : - - :4, - 7,-- - -, - ....,- 1.,-2.... Si:5.4, , - = °.„ . <1 •g. t , LU 5 z NOT TO SCALE -"-" ) 1 VI .11 " " 1 .... z 0 I - UJ LU CC 7i7,- • "I ------------- 1'4 ...1:171717 1- „ • I I ATTACHMENT # 10 SMOKE & HEAT VENTS n C C C 1111/ Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckncr on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. HIGH -PILED COMBUSTIBLE STORAGE TABLE 3206.2 GENERAL FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS COMMODITY CLASS SIZE OF HIGH -PILED STORAGE AREA' s uare feet)Automatic (Q Sections 3206.2 and (seesystem 3206.4)system ALL STORAGE AREAS (See Sections 3206 3207 and 3208)" SOLID -PILED STORAGE, SHELF STORAGE AND PALLETIZED STORAGE (see Section 3207.3) fire- extinguishing (see Section 3206.4) Fire detection (see Section 3206.5) Building access (see Section , 3206.6) ''Smoke and 'heat removal ;(see Section - 3206.7) Maximum pile dimension` (feet) Maximum permissible storage height' (feet) Maximum pile volume (cubic feet) I-IV 0-500 Not Required' Not Required Not Required` Nit Req red Not Required Not Required Not Required 501-2,500 Required' Yes' Required` Req t t red 100 40 100,000 2,501-12,000 Public accessible Yes Not Required Not Required` Nit Req red 100 40 400,000 2,501-12,000 Nonpublic accessible (Option 1) Yes Required Required` Req t t red 100 40 400,000 2,501-12,000 Nonpublic accessible (Option 2) Nt Required' Yes Yes Yi: 100 30r 200,000 12,001-20,000 Yes Not Required Yes Y:. 100 40 400,000 20,001-500,000 Yes Not Required Yes Y:.' 100 40 400,000 Greater thanYes 500,000g Not Required Yes Y- 100 40 400,000 g . High "hazaid 0-500 Not Required' Not Required Not Required` Nit Req red 50 Not Required Not Required 501-2,500 Public accessible Yes Not Required Not Required` Nit Req red 50 30 75,000 501-2,500 Nonpublic accessible 1 (Option) Yes Not Required Not Required` Ntt Req red 50 30 75,000 501-2,500 Nonpublic accessible (Option 2) Not Required' Yes Yes Y:.' 50 20 50,000 '-2,501-300;000,: Y's Not Yes Yes' '. 50 30 75,000 ,;:,:z,, - Required 300,001-500,000s•h Yes Not Required Yes Yes' 50 30 75,000 For SI: 1 foot = 304.8 mm, I cubic foot = 0.02832 m', 1 square foot = 0.0929 m2. a Where automatic sprinklers are required for reasons other than those in Chapter 32, the portion of the sprinkler system protecting the high -piled storage area shall be designed and installed in accordance with Sections 3207 and 3208. b. For aisles, see Section 3206.9. c. Piles shall be separated by aisles complying with Section 3206.9. d. For storage in excess of the height indicated, special fire protection shall be provided in accordance with Note g where required by the fire code official. See Chapters 51 and 57 for special limitations for aerosols and flammable and combustible liquids, respectively. e. Section 503 shall apply for fire apparatus access. f. For storage exceeding 30 feet in height, Option I shall be used. g. Special fire protection provisions including, but not limited to, fire protection of exposed steel columns; increased sprinkler density; additional in -rack sprinklers, without associated reductions in ceiling sprinkler density; or additional fire department hose connections shall be provided required by the fire code official. h. High -piled storage areas shall not exceed 500,000 square feet. A 2 -hour fire wall constructed in accordance with Section 706 the International Building Code shall be used to divide high -piled storage exceeding 500,000 square feet in area. i. Not required where an automatic fire -extinguishing system is designed and installed to protect the high -piled storage area in accordance with Sections 3207 and 3208. Not required where storage areas are protected by either early suppression fast response (ESFR) sprinkler systems or control mode special application sprinklers with a response time index of 50 (m • s)'° or less that are listed to control a fire in the stored commodities with 12 or fewer sprinklers, installed in accordance with NFPA 13. 292 2015 INTERNATIONAL FIRE CODE® [BF] 909.21.1 Pressurization requirements. Elevator hoistways shall be pressurized to maintain a minimum positive pressure of 0.10 inch of water (25 Pa) and a maxi- mum positive pressure of 0.25 inch of water (67 Pa) with respect to adjacent occupied space on all floors. This pres- sure shall be measured at the midpoint of each hoistway door, with all elevator cars at the floor of recall and all hoistway doors on the floor of recall open and all other hoistway doors closed. The pressure differential shall be measured between the hoistway and the adjacent elevator landing. The opening and closing of hoistway doors at each level must be demonstrated during this test. The sup- ply air intake shall be from an outside, uncontaminated source located a minimum distance of 20 feet (6096 mm) from any air exhaust system or outlet. Exceptions: 1. On floors containing only Group R occupancies, the pressure differential is permitted to be mea- sured between the hoistway and a dwelling unit or sleeping unit. 2. Where an elevator opens into a lobby enclosed in accordance with Section 3007.6 or 3008.6 of the International Building Code, the pressure differ- ential is permitted to be measured between the hoistway and the space immediately outside the door(s) from the floor to the enclosed lobby. 3. The pressure differential is permitted to be mea- sured relative to the outdoor atmosphere on floors other than the following: 3.1. The fire floor. 3.2. The two floors immediately below the fire floor. 3.3. The floor immediately above the fire floor. 4. The minimum positive pressure of 0.10 inch of water (25 Pa) and a maximum positive pressure of 0.25 inch of water (67 Pa) with respect to occupied floors is not required at the floor of recall with the doors open. IBF] 909.21.1.1 Use of ventilation systems. Ventila- tion systems, other than hoistway supply air systems, are permitted to be used to exhaust air from adjacent spaces on the fire floor, two floors immediately below and one floor immediately above the fire floor to the building's exterior where necessary to maintain posi- tive pressure relationships as required in Section 909.21.1 during operation of the elevator shaft pressur- ization system. [BF] 909.21.2 Rational analysis. A rational analysis com- plying with Section 909.4 shall be submitted with the con- struction documents. [BF] 909.21.3 Ducts for system. Any duct system that is part of the pressurization system shall be protected with the same fire -resistance rating as required for the elevator shaft enclosure. FIRE PROTECTION SYSTEMS [BF] 909.21.4 Fan system. The fan system provided for the pressurization system shall be as required by Sections 909.21.4.1 through 909.21.4.4. [BF] 909.21.4.1 Fire resistance. Where located within the building, the fan system that provides the pressur- ization shall be protected with the same fire -resistance rating required for the elevator shaft enclosure. [BF] 909.21.4.2 Smoke detection. The fan system shall be equipped with a smoke detector that will auto- matically shut down the fan system when smoke is detected within the system. [BF] 909.21.4.3 Separate systems. A separate fan sys- tem shall be used for each elevator hoistway. [BF] 909.21.4.4 Fan capacity. The supply fan shall be either adjustable with a capacity of not less than 1,000 cfm (0.4719 m3/s) per door, or that specified by a regis- tered design professional to meet the requirements of a designed pressurization system. [BF] 909.21.5 Standby power. The pressurization system shall be provided with standby power in accordance with Section 604. [BF] 909.21.6 Activation of pressurization system. The elevator pressurization system shall be activated upon acti- vation of either the building fire alarm system or the eleva- tor lobby smoke detectors. Where both a building fire alarm system and elevator lobby smoke detectors are pres- ent, each shall be independently capable of activating the pressurization system. [BF] 909.21.7 Testing. Testing for performance shall be required in accordance with Section 909.18.8. System acceptance shall be in accordance with Section 909.19. IBF] 909.21.8 Marking and identification. Detection and control systems shall be marked in accordance with Section 909.14. [BF] 909.21.9 Control diagrams. Control diagrams shall be provided in accordance with Section 909.15. [BF] 909.21.10 Control panel. A control panel comply- ing with Section 909.16 shall be provided. [BF] 909.21.11 System response time. Hoistway pressur- ization systems shall comply with the requirements for smoke control system response time in Section 909.17. SECTION 910 SMOKE AND HEAT REMOVAL 910.1 General. Where required by this code, smoke and heat vents or mechanical smoke removal systems shall conform to the requirements of this section. 91.0,.2 Where quired:Sntoke and heat vents ora mecharri- cal smoke removal system shall beinstalled as required by [Sections 910.2.1. and 91.6.2.2. Exceptions: 1. Frozen food warehouses used solely for storage of Class I and II commodities where protected by an approved automatic sprinkler system. g 2015 INTERNATIONAL FIRE CODE® 139 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckner on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. ** i FIRE PROTECTION SYSTEMS 2. Smoke and heat removal shall not be required in areas of buildings equipped with early suppression fast -response (ESFR) sprinklers. 3. Smoke and heat removal shall not be required in areas of buildings equipped with control mode spe- cial application sprinklers with a response time index of 50 (m • S)1/2 or less that are listed to control a fire in stored commodities with 12 or fewer sprin- klers. 910.2.1 Group F-1 or S-1. Smoke and heat vents installed in accordance with Section 910.3 or a mechanical smoke removal system installed in accordance with Section 910.4 shall be installed in buildings and portions thereof used as a Group F-1 or S-1 occupancy having more than 50,000 square feet (4645 m2) of undivided area. In occupied por- tions of a building equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1, where the upper surface of the story is not a roof assembly, a mechanical smoke removal system in accordance with Section 910.4 shall be installed. Exception: Group S-1 aircraft repair hangars. 910:2.2 High -piled combustible storage. Smoke and heat removal required by Table 3206.2 for buildings and .por- tions thereof containing high -piled combustible ".storage shall be %installed in accordance with "'Secti©n 3,910.3 in unsprinklered, buildings. In buildings and portions thereof containing high -.piled combustible, storage:. equipped throughout with an autamatic.sprinklet'=systerti in accor- dance with Section 903,3;1J, a smoke and beat removal system shall be installed in accordance with Section 910.3 or 910.4. In occupied portions of a, building equipped throughout with' an automatic sprinkler 'system; .in; .accor- dance With Section 903.3.1.1'- where the upper sinface of the story IS 'not a roof assembly," a mechanical smoke removal system in -accordance with Section 910.4 shallbe installed.' 910,3 Smoke and heat vents. The design and installation of f smoke and beat vents "shall be"in accordance with 'Sections 910.3.1 through 910.3.3. , 910.3.1 Listing and labeling. Smoke and heat vents shall be listed and`labeled to indicate compliance with UL793 y� or FM 4430. 91p3.2 Smoke and heat vent locations.,Smoke and heat vents shall be located 20 feet (609.6 mm) or more from adjacent lot lines and fire walls and 10. feet (3048:mm) or more "from fire barriers. Vents shall be uniformly located within the roof in the areas of the building where the Vents are required to be installed by Section 910.2, with, consid- eration given to "roof pitch, 'sprinkler location and struc- tural members. 910.3.3 Smoke,and heat vents area. The required aggre- gate area of smoke and heat "vents ' shall be calculated as follows: . For buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1: AYE = V/9000 (Equation 9-4) where: = The required aggregate vent area (ft2) V = Volume (ft') of :the -area that. require removal. For unsprinklered buildings: Where: . 'smoke," nation 9-5)`° A,k .The required aggregate vent area (ft2) AFA = The area of the -floor. in the area that requires •smoke"removal. -- . •--- --- 910.4 Mechanical smoke removal systems. Mechanical smoke removal systems shall be designed and installed in accordance with Sections 910.4.1 through 910.4.7. 910.4.1 Automatic sprinklers required. The building shall be equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1. 910.4.2 Exhaust fan construction. Exhaust fans that are part of a mechanical smoke removal system shall be rated for operation at 221°F (105°C). Exhaust fan motors shall be located outside of the exhaust fan air stream. 910.4.3 System design criteria. The mechanical smoke removal system shall be sized to exhaust the building at a minimum rate of two air changes per hour based upon the volume of the building or portion thereof without contents. The capacity of each exhaust fan shall not exceed 30,000 cubic feet per minute (14.2 m3/sec). 910.4.3.1 Makeup air. Makeup air openings shall be provided within 6 feet (1829 mm) of the floor level. Operation of makeup air openings shall be manual or automatic. The minimum gross area of makeup air inlets shall be 8 square feet per 1,000 cubic feet per minute (0.74 m2 per 0.4719 m3/s) of smoke exhaust. 910.4.4 Activation. The mechanical smoke removal sys- tem shall be activated by manual controls only. 910.4.5 Manual control location. Manual controls shall be located so as to be accessible to the fire service from an exterior door of the building and protected against interior fire exposure by not less than 1 -hour fire barriers con- structed in accordance with Section 707 of the Interna- tional Building Code or hori;ontal assemblies constructed in accordance with Section 711 of the International Build- ing Code, or both. 910.4.6 Control wiring. Wiring for operation and control of mechanical smoke removal systems shall be connected ahead of the main disconnect in accordance with Section 701.12E of NFPA 70 and be protected against interior fire exposure to temperatures in excess of 1,000°F (538°C) for a period of not less than 15 minutes. 910.4.7 Controls. Where building air -handling and mechanical smoke removal systems are combined or where independent building air -handling systems are pro- vided, fans shall automatically shut down in accordance with the International Mechanical Code. The manual con- trols provided for the smoke removal system shall have the i r 140 2015 INTERNATIONAL FIRE CODE® Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED): accessed by Ellie Klausbruckner on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. ATTACH 1 MENT #1 1 PORTABLE FIRE EXTINGUISHERS FIRE PROTECTION SYSTEMS located as required for Class I standpipes in Section 905.4 and shall have Class II hose connections as required in Sec- tion 905.5. 905.6.1 Protection. Risers and laterals of Class III stand- pipe systems shall be protected as required for Class I sys- tems in accordance with Section 905.4.1. 905.6.2 Interconnection. In buildings where more than one Class III standpipe is provided, the standpipes shall be interconnected in accordance with NFPA 14. 905.7 Cabinets. Cabinets containing fire -fighting equipment, such as standpipes, fire hose, fire extinguishers or fire depart- ment valves, shall not be blocked from use or obscured from view. 905.7.1 Cabinet equipment identification. Cabinets shall be identified in an approved manner by a permanently attached sign with letters not less than 2 inches (51 mm) high in a color that contrasts with the background color, indicating the equipment contained therein. Exceptions: 1. Doors not large enough to accommodate a writ- ten sign shall be marked with a permanently attached pictogram of the equipment contained therein. 2. Doors that have either an approved visual identi- fication clear glass panel or a complete glass door panel are not required to be marked. 905.7.2 Locking cabinet doors. Cabinets shall be unlocked. Exceptions: 1. Visual identification panels of glass or other approved transparent frangible material that is easily broken and allows access. 2. Approved locking arrangements. 3. Group 1-3 occupancies. 905.8 Dry standpipes. Dry standpipes shall not be installed. Exception: Where subject to freezing and in accordance with NFPA 14. 905.9 Valve supervision. Valves controlling water supplies shall be supervised in the open position so that a change in the normal position of the valve will generate a supervisory signal at the supervising station required by Section 903.4. Where a fire alarm system is provided, a signal shall be trans- mitted to the control unit. Exceptions: 1. Valves to underground key or hub valves in road- way boxes provided by the municipality or public utility do not require supervision. 2. Valves locked in the normal position and inspected as provided in this code in buildings not equipped with a fire alarm system. 905.10 During construction. Standpipe systems required during construction and demolition operations shall be pro- vided in accordance with Section 3313. 905.11 Existing buildings. Where required in Chapter 11, existing structures shall be equipped with standpipes installed in accordance with Section 905. SECTION906 PORTABLE FIRE.EXTINGUISHERS :9061. Where requltreii .'ortable fre'extinguishers shal alled in'ali of the following locations " ew and existing Group A, R-4 and S occupancies. Exception: In Group R-2 occupancies, portable fire extinguishers shall be required only in locations specified in Items 2 through 6 where each dwelling unit is provided with a portable fire extinguisher having a minimum rating of 1-A:10-B:C. 2. Within 30 feet (9144 mm) of commercial cooking equipment. 3. In areas where flammable or combustible liquids are stored, used or dispensed. 4. On each floor of structures under construction, except Group R-3 occupancies, in accordance with Section 3315.1. equtred by they sections` 'indicated in, '.Table 6. Special -hazard areas, including but not limited to labo- ratories, computer rooms and generator rooms, where required by the fire code official. 906.2 General requirements. Portable fire extinguishers shall be selected, installed and maintained in accordance with this section and NFPA 10. Exceptions: 1. The distance of travel to reach an extinguisher shall not apply to the spectator seating portions of Group A-5 occupancies. 2. Thirty -day inspections shall not be required and maintenance shall be allowed to be once every 3 years for dry -chemical or halogenated agent portable fire extinguishers that are supervised by a listed and approved electronic monitoring device, provided that all of the following conditions are met: 2.1. Electronic monitoring shall confirm that extinguishers are properly positioned, prop- erly charged and unobstructed. 2.2. Loss of power or circuit continuity to the electronic monitoring device shall initiate a trouble signal. I 118 2015 INTERNATIONAL FIRE CODE® Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckncr on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. I TABLE 906.1 ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS SECTION SUBJECT 303.5 Asphalt kettles 307.5 Open burning 308.1.3 Open flames -torches 309.4 Powered industrial trucks 2005.2 Aircraft towing vehicles 2005.3 Aircraft welding apparatus 2005.4 Aircraft fuel -servicing tank vehicles 2005.5 Aircraft hydrant fuel -servicing vehicles 2005.6 Aircraft fuel -dispensing stations 2007.7 Heliports and helistops 2108.4 Dry cleaning plants 2305.5 Motor fuel -dispensing facilities 2310.6.4 Marine motor fuel -dispensing facilities 2311.6 Repair garages 2404.4.1 Spray -finishing operations 2405.4.2 Dip -tank operations 2406.4.2 Powder -coating areas 2804.3 Lumberyards/woodworking facilities 2808.8 Recycling facilities 2809.5 Exterior lumber storage 2903.5 Organic -coating areas 3006.3 Industrial ovens 3104.12 Tents and membrane structures 3206.10 F1igh ;piled stns age 3315.1 Buildings under construction or demolition 3317.3 Roofing operations 3408.2 Tire rebuilding/storage 3504.2.6 Welding and other hot work 3604.4 Marinas 3703.6 ' Combustible fibers 5703.2.1 Flammable and combustible liquids, general 5704.3.3.1 Indoor storage of flammable and combustible liquids 5704.3.7.5.2 Liquid storage rooms for flammable and combustible liquids 5705.4.9 Solvent distillation units 5706.2.7 Farms and construction sites -flammable and com- bustible liquids storage 5706.4.10.1 Bulk plants and terminals for flammable and com- bustible liquids 5706.5.4.5 Commercial, industrial, governmental or manufac- turing establishments -fuel dispensing 5706.6.4 Tank vehicles for flammable and combustible liquids 5906.5.7 Flammable solids 6108.2 LP -gas FIRE PROTECTION SYSTEMS 2.3. The extinguishers shall be installed inside of a building or cabinet in a noncorrosive envi- ronment. 2.4. Electronic monitoring devices and supervi- sory circuits shall be tested every 3 years when extinguisher maintenance is per- formed. 2.5. A written log of required hydrostatic test dates for extinguishers shall be maintained by the owner to verify that hydrostatic tests are conducted at the frequency required by NFPA 10. 3. In Group 1-3, portable fire extinguishers shall be permitted to be located at staff locations. 906.2.1 Certification of service personnel for portable fire extinguishers. Service personnel providing or con- ducting maintenance on portable fire extinguishers shall possess a valid certificate issued by an approved govern- mental agency, or other approved organization for the type of work performed. 906.3 Size and distribution. The size and distribution of por- table fire extinguishers shall be in accordance with Sections 906.3.1 through 906.3.4. 906.3.1 Class A fire hazards. Portable fire extinguishers for occupancies that involve primarily Class A fire haz- ards, the minimum sizes and distribution shall comply with Table 906.3(1). TABLE 906.3 1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS For SI: I foot = 304.8 mm, 1 square foot = 0.0929 m', 1 gallon = 3.785 L. a Two 2'/;gallon water -type extinguishers shall be deemed the equivalent of one 4-A rated extinguisher. b. Annex E.3.3 of NFPA 10 provides more details concerning application of the maximum floor area criteria. c. Two water -type extinguishers each with a 1-A rating shall be deemed the equivalent of one 2-A rated extinguisher for Light (Low) Hazard Occupancies 906.3.2 Class B fire hazards. Portable fire extinguishers for occupancies involving flammable or combustible liq- uids with depths of less than or equal to 0.25 -inch (6.4 mm) shall be selected and placed in accordance with Table 906.3(2). Portable fire extinguishers for occupancies involving flammable or combustible liquids with a depth of greater than 0.25 -inch (6.4 mm) shall be selected and placed in accordance with NFPA 10. 2015 INTERNATIONAL FIRE CODE® 119 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED): accessed by Ellie Klausbruckner on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. LIGHT (Low) HAZARD OCCUPANCY ORDINARY (Moderate) HAZARD OCCUPANCY.', EXTRA. IHigh) `_-HAZARD - OCCUPANCY. Minimum rated single extinguisher 2-A` 2-A 4 Maximum floor area per unit of A 3,000 square feet 1,500 square feet !A Ai square_feet Maximum floor area for extinguisher' 11,250 square feet 11,250 square feet `i1;250 squam feet Maximum distance of travel to extinguisher 75 feet 75 feet 75 For SI: I foot = 304.8 mm, 1 square foot = 0.0929 m', 1 gallon = 3.785 L. a Two 2'/;gallon water -type extinguishers shall be deemed the equivalent of one 4-A rated extinguisher. b. Annex E.3.3 of NFPA 10 provides more details concerning application of the maximum floor area criteria. c. Two water -type extinguishers each with a 1-A rating shall be deemed the equivalent of one 2-A rated extinguisher for Light (Low) Hazard Occupancies 906.3.2 Class B fire hazards. Portable fire extinguishers for occupancies involving flammable or combustible liq- uids with depths of less than or equal to 0.25 -inch (6.4 mm) shall be selected and placed in accordance with Table 906.3(2). Portable fire extinguishers for occupancies involving flammable or combustible liquids with a depth of greater than 0.25 -inch (6.4 mm) shall be selected and placed in accordance with NFPA 10. 2015 INTERNATIONAL FIRE CODE® 119 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED): accessed by Ellie Klausbruckner on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. FIRE PROTECTION SYSTEMS TABLE 906.3(2) FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS OF LESS THAN OR EQUAL TO 0.25 -INCH' TYPE OF HAZARD BASIC MINIMUM EXTINGUISHER RATING MAXIMUM DISTANCE OF TRAVEL TO EXTINGUISHERS (feet) Light (Low) 5-B 10-B 30 50 Ordinary (Moderate) 10-B 30 Extra (High) 40-B 80-B 30 50 For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm. a. For requirements on water-soluble flammable liquids and alternative sizing criteria, see Section 5 5 of NFPA 10. 906.3.3 Class C fire hazards. Portable fire extinguishers for Class C fire hazards shall be selected and placed on the basis of the anticipated Class A or B hazard. 906.3.4 Class D fire hazards. Portable fire extinguishers for occupancies involving combustible metals shall be selected and placed in accordance with NFPA 10. 906.4 Cooking grease fires. Fire extinguishers provided for the protection of cooking grease fires shall be of an approved type compatible with the automatic fire -extinguishing system agent and in accordance with Section 904.12.5. 9065 .Conspicuous location.Portable-fire extinguishers shall`"be located Inconspicuous locations Where they will be ,readily- accessible'and immediately available.for use,°;These locations shall be°along normal `paths of travel;;unless thefre => ode 'official determines thatthe; hazard posed -"indicates -the need for placement away from'normal paths of travel." _" 906.6 ilnobstructedand unobscnr_ ed:`Portable fire extin- guishers shall not ,be obstrueted-sor obscured from view, In room's or areas"innwhichvisual obstruction be com- pletely avoided, means shall beprorided to indicatethe loca:"' tions 'of extinguishers. 906.1 Ea igers aria brackets'.Hand-held portable fire extin- giiishers,-not housed -iii cabinets,-, shall, be; -installed: on ' the hangers`or brackets supplied' ]-Hangers; or brackets -shall be seciiiely anchored to the mounting surface in"accordance "with the manufacturer's installation instructions. i:906:8 Cabm is Cabinets u ed•to ,hoase portable "fire exon •- guishers shall not be locked, eptions: ?here;partabte flre.`"extinguishers subject ,to'mali- cious use or lam age ale provided" With a means of "'ready access.- 2. %1 Group; _3 s'and iii mental"health' areas in .Group' T-2 occupancies, aceess to portable Ere extinguishers shall "be permitted to be locked or to be located in staff iocationsiirovided the staff has keys. 906:9 Extinguisherzi.nstallatiori. The installation of portable fire extinguishers shall be " in accordance with Sections :.906.9.1 through 906:9.3. 0691: Extinguishers weigrng 40: pounds'pi table: fire extinguishers having a gross'weight no g 40 p .ollnds (18 kg) shallbe.installed spMat'ih e nntmbre than 5 feet (1524 mrn) above• the Eton 069 2 Extinguishers weighing; ore than 40 poen 1-1,and-held: pportable, `iue. extinguishers hang,$ a gross;' eight ex'eeding 40 pounds (18°kg) shall be tt*lled so that their tops are not m'o're than 3:5, feet 1067 .pm) above e .floor` .. 06 9.3 Floor ciearance5"The clearance bet veen�the tiaoc rid the bottom of installed band field portable fire extin;, =guishers shall be not less than 4 inches (102'riiin).. 1000;10 Wheeled units Wheeled fire extinguishers: shall be conspicuous)y'located in a=designated iocatiola.,::., SECTION 907 FIRE ALARM AND DETECTION SYSTEMS 907.1 General. This section covers the application, installa- tion, performance and maintenance of fire alarm systems and their components in new and existing buildings and struc- tures. The requirements of Section 907.2 are applicable to new buildings and structures. The requirements of Section 907.9 are applicable to existing buildings and structures. 907.1.1 Construction documents. Construction docu- ments for fire alarm systems shall be of sufficient clarity to indicate the location, nature and extent of the work pro- posed and show in detail that it will conform to the provi- sions of this code, the International Building Code and relevant laws, ordinances, rules and regulations, as deter- mined by the fire code official. 907.1.2 Fire alarm shop drawings. Shop drawings for fire alarm systems shall be submitted for review and approval prior to system installation, and shall include, but not be limited to, all of the following where applicable to the system being installed: 1. A floor plan that indicates the use of all rooms. 2. Locations of alarm -initiating devices. 3. Locations of alarm notification appliances, includ- ing candela ratings for visible alarm notification appliances. 4. Design minimum audibility level for occupant notification. 5. Location of fire alarm control unit, transponders and notification power supplies. 6. Annunciators. 7. Power connection. 8. Battery calculations. 9. Conductor type and sizes. 10. Voltage drop calculations. 11. Manufacturers' data sheets indicating model num- bers and listing information for equipment, devices and materials. i 120 2015 INTERNATIONAL FIRE CODE° Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckncr on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. i I 3206.4.1 Pallets. Automatic sprinkler system require- ments based upon the presence of pallets shall be in accor- dance with NFPA 13. 3206.4.1.1 Plastic pallets. Plastic pallets listed and labeled in accordance with UL 2335 or FM 4996 shall be treated as wood pallets for determining required sprinkler protection. 3206.5 Fire detection. Where fire detection is required by Table 3206.2, an approved automatic fire detection system shall be installed throughout the high piled storage area. The system shall be monitored and be in accordance with Section 907. 3206.6 Building access. Where building access is required by Table 3206.2, fire apparatus access roads in accordance with Section 503 shall be provided within 150 feet (45 720 mm) of all portions of the exterior walls of buildings used for high -piled storage. Exception: Where fire apparatus access roads cannot be installed because of topography, railways, waterways, nonnegotiable grades or other similar conditions, the fire code official is authorized to require additional fire protec- tion. 3206.6.1 Access doors. Where building access is required by Table 3206.2, fire department access doors shall be provided in accordance with this section. Access doors shall be accessible without the use of a ladder. 3206.6.1.1 Number of doors required. Not less than one access door shall be provided in each 100 linear feet (30 480 mm), or fraction thereof, of the exterior walls that face required fire apparatus access roads. The required access doors shall be distributed such that the lineal distance between adjacent access doors does not exceed 100 feet (30 480 mm). Exception: The linear distance between adjacent access doors is allowed to exceed 100 feet (30 480 mm) in existing buildings where no change in occu- pancy is proposed. The number and distribution of access doors in existing buildings shall be approved. 3206.6.1.2 Door size and type. Access doors shall be not less than 3 feet {914 mm) in width and 6 feet 8 inches (2032 mm) in height. Roll -up doors shall not be used unless approved. 3206.6.1.3 Locking devices. Only approved locking devices shall be used. 3206.7 Smoke and heat removal. Where smoke and heat removal is required by Table 3206.2 it shall be provided in accordance with Section 910. 3206.8 Fire department hose connections. Where exit pas- sageways are required by the International Building Code for egress, a Class I standpipe system shall be provided in accor- dance with Section 905. 3206.9 Aisles. Aisles providing access to exits and fire department access doors shall be provided in high -piled stor- age areas exceeding 500 square feet (46 m2), in accordance with Sections 3206.9.1 through 3206.9.3. Aisles separating HIGH -PILED COMBUSTIBLE STORAGE storage piles or racks shall comply with NFPA 13. Aisles shall also comply with Chapter 10. Exception: Where aisles are precluded by rack storage systems, alternate methods of access and protection are allowed when approved. 3206.9.1 Width. Aisle width shall be in accordance with Sections 3206.9.1.1 and 3206.9.1.2. Exceptions: 1. Aisles crossing rack structures or storage piles, that are used only for employee access, shall be not less than 24 inches (610 mm) wide. 2. Aisles separating shelves classified as shelf stor- age shall be not less than 30 inches (762 mm) wide. 3206.9.1.1 Sprinklered buildings. Aisles in sprin- klered buildings shall be not less than 44 inches (1118 mm) wide. Aisles shall be not less than 96 inches (2438 mm) wide in high -piled storage areas exceeding 2,500 square feet (232 m2) in area, that are accessible to the public and designated to contain high -hazard commodi- ties. Exception: Aisles in high piled storage areas exceeding 2,500 square feet (232 m2) in area, that are accessible to the public and designated to con- tain high -hazard commodities, are protected by a sprinkler system designed for multiple -row racks of high -hazard commodities shall be not less than 44 inches (1118 mm) wide. Aisles shall be not less than 96 inches (2438 mm) wide in areas accessible to the public where mechanical stocking methods are used. 3206.9.1.2 Nonsprinklered buildings. Aisles in non- sprinklered buildings shall be not less than 96 inches (2438 mm) wide. 3206.9.2 Clear height. The required aisle width shall extend from floor to ceiling. Rack structural supports and catwalks are allowed to cross aisles at a minimum height of 6 feet 8 inches (2032 mm) above the finished floor level, provided that such supports do not interfere with fire department hose stream trajectory. 3206.9.3 Dead-end aisles. Dead-end aisles shall not exceed 20 feet (6096 mm) in length in Group M occupan- cies. Dead-end aisles shall not exceed 50 feet (15 240 mm) in length in all other occupancies. Exception: Dead-end aisles are not limited where the length of the dead-end aisle is less than 2.5 times the least width of the dead-end aisle. 3206.10 Portable fire extinguishers, Portable, fire extiri- guishers shall be.provided'in accordance with Section 906:; SECTION 3207 SOLID -PILED AND SHELF STORAGE 3207.1 General. Shelf storage and storage in solid piles, solid piles on pallets and bin box storage in bin boxes not exceed - 2015 INTERNATIONAL FIRE CODE® 293 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Ktausbruckner on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. ATTACHMENT #12 AISLE WIDTHS i I 3206.4.1 Pallets. Automatic sprinkler system require- ments based upon the presence of pallets shall be in accor- dance with NFPA 13. 3206.4.1.1 Plastic pallets. Plastic pallets listed and labeled in accordance with UL 2335 or FM 4996 shall be treated as wood pallets for determining required sprinkler protection. 3206.5 Fire detection. Where fire detection is required by Table 3206.2, an approved automatic fire detection system shall be installed throughout the high piled storage area. The system shall be monitored and be in accordance with Section 907. 3206.6 Building access. Where building access is required by Table 3206.2, fire apparatus access roads in accordance with Section 503 shall be provided within 150 feet (45 720 mm) of all portions of the exterior walls of buildings used for high -piled storage. Exception: Where fire apparatus access roads cannot be installed because of topography, railways, waterways, nonnegotiable grades or other similar conditions, the fire code official is authorized to require additional fire protec- tion. 3206.6.1 Access doors. Where building access is required by Table 3206.2, fire department access doors shall be provided in accordance with this section. Access doors shall be accessible without the use of a ladder. 3206.6.1.1 Number of doors required. Not less than one access door shall be provided in each 100 linear feet (30 480 mm), or fraction thereof, of the exterior walls that face required fire apparatus access roads. The required access doors shall be distributed such that the lineal distance between adjacent access doors does not exceed 100 feet (30 480 mm). Exception: The linear distance between adjacent access doors is allowed to exceed 100 feet (30 480 mm) in existing buildings where no change in occu- pancy is proposed. The number and distribution of access doors in existing buildings shall be approved. 3206.6.1.2 Door size and type. Access doors shall be not less than 3 feet (914 mm) in width and 6 feet 8 inches (2032 mm) in height. Roll -up doors shall not be used unless approved. 3206.6.1.3 Locking devices. Only approved locking devices shall be used. 3206.7 Smoke and heat removal. Where smoke and heat removal is required by Table 3206.2 it shall be provided in accordance with Section 910. 3206.8 Fire department hose connections. Where exit pas- sageways are required by the International Building Code for egress, a Class I standpipe system shall be provided in accor- dance with Section 905. 3206.9 Aisles. Aisles providing access . to • exits and fire department access doors'shall be provided :in high -piled stor- age areas exceeding 500 square feet (46 10, in accordance with Sections 3206.9.1 through 3206.9.3. Aisles separating HIGH -PILED COMBUSTIBLE STORAGE t.; storage,';piles or racks shall .comply 'shall also!Comply with Chapter 10. Exception: Where aisles are; -precluded :by rack'°Stop. systemsz'yalternate methods "oaf='access and protection are -allowed whetn.rzpproved. �, :> ..�. '3206;9:j'.Width. Aisle "width • Sectigns3,206.9.1.1 and 3206.9:1 eeptions: aw, i�Atsles crossmg tack'stnic resAir storage Biles; 'l nt,are used:only for;" employefe' access,=shall"bc not less"than 24niaches 610 mei) :dile. riAisles separating shelves "classified as "shelf Age shall be not less ::than :3t?, inches +62 inti] wide. "`"`4 ..>, 3206:9.1.1 Sprinklered ••;.buildings.,dAisles in -,spri - klered buildings shall be riot``less thaii :44: inches';{ll.l. tntiri) Wide_ Aisles shall be not less than(96 inches (243Y Imm) wide in high iked'storiagee:areas exceeding 2,50 `square feet (232 m2) in,.area `that are accessible'to , ,:public and designated to. contain high-hazardcomrrio tips, ' .3" Exception: Aisles in: % liigh-piled storage ureas - f exceeding 2,500 quare: feet..(232 n12) ,in area, that,, are accessible its the public and designated to co air: 'high -hazard commodities,-°aretprotected."by prinkler system designed"for; nultiple-row .racks o high -hazard cot irnodities, shallih .not less than : ches (1118 mm) wide; .;pip h: Aisles, shall be riot .less than 96,,inch042438 roil 'wide,- in areas accessible to tine public, where stonteebanira cking methods are used_ • 3206:9:1.2 Nonsprinklered buildings. Aisles in no Sprinklered buildings shall be, n of less than `96 inches (2438 nim) wide. � :';f z 324169.2,"Clear height. The":require"datsle,;width siial extend from' floor to'i eilritg Rack structural supports_ and • `catwailes are allowed to cross aisles' "at - -minimum height' of'6 feet.8 inches <2032" trim) 'above; -the finished floor level,' provided that" such. supports` do not interfere with ` department hose stream trajectory:'°,, 3206,9.3 ',Dead-end aisles. Dead='end aisles "shall"! exceed 20 feet (6096=tnrn)i length iii5Group M Occup cies. Dead-end aisles shall notlekeeed 5{1 feet (15' 440 iron in letigth'6n all other occupancies;'` v v Exception: Dead-end aisles are Mit lint ited where .length of the dead-end aisle`,is'less than 2.5 times the least width of the dead-end aisle::.;:' 3206.10 -Portable fie extinguishers. Portable fire extin- guishers shall be provided in accordance with Section 906. SECTION 3207 SOLID -PILED AND SHELF STORAGE 3207.1 General. Shelf storage and storage in solid piles, solid piles on pallets and bin box storage in bin boxes not exceed - 2015 INTERNATIONAL FIRE CODE® 293 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckner on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. ATTACHMENT #13 HOUSEKEEPING & MAINTENANCE SECTION 3204 DESIGNATION OF HIGH -PILED STORAGE AREAS 3204.1 General. High piled storage areas, and portions of high piled storage areas intended for storage of a different commodity class than adjacent areas, shall be designed and specifically designated to contain Class I, Class II, Class III, Class IV or high -hazard commodities. The designation of a high piled combustible storage area, or portion thereof intended for storage of a different commodity class, shall be based on the highest hazard commodity class stored except as provided in Section 3204.2. 3204.2 Designation based on engineering analysis. The designation of a high piled combustible storage area, or por- tion thereof, is allowed to be based on a lower hazard class than that of the highest class of commodity stored when a limited quantity of the higher hazard commodity has been demonstrated by engineering analysis to be adequately pro- tected by the automatic sprinkler system provided. The engi- neering analysis shall consider the ability of the sprinkler system to deliver the higher density required by the higher hazard commodity. The higher density shall be based on the actual storage height of the pile or rack and the minimum allowable design area for sprinkler operation as set forth in the density/area figures provided in NFPA 13. The contigu- ous area occupied by the higher hazard commodity shall not exceed 120 square feet (11 m2) and additional areas of higher hazard commodity shall be separated from other such areas by 25 feet (7620 mm) or more. The sprinkler system shall be capable of delivering the higher density over a minimum area of 900 square feet (84 m2) for wet pipe systems and 1,200 square feet (111 m2) for dry pipe systems. The shape of the design area shall be in accordance with Section 903. SECTION 3205 HOUSEKEEPING `4N©. MAINTENANCE 32©5.1 ''Rack structures. ;•Thestructural shall be maintained.' -1" .:3205.2•"Ignition'sources.. Clearance` from ignition spore 1% shall be provided in accordance with Section 305. 3205.3,: Sniolung:. Smoking, shall be 'prohibited. 'Approved "No Smoking"°signs shall, 4be conspicuously posted in aceor- dance`with Section 310. . 3205.4.;. A. isle maintenance:, When restocking is not being conducted, aisles shall bekept clear, of storage, waste mate- rial and,.tiebris. Firedepartmentaccess'doors,'aisles and exit doors shall,not, be obstructed.. -,:During restocking operations, using manual stocking ;methods, . a minimum , unobstructed.: aisle width` f-24 inches (61O inm) shall be maintained in 48- inch (1219 mm) ;or smaller aisles; and a minimum unob: structed aisle Width of -one-half of the required aisle:width• shall be maintained in aisles greater, than 48 inches (1219 min). During mechanical ;stocking operations, a minimum "unobstructed aisle width of 44 inches:(1118 mm) shall be maintained in accordance with Section 3206.9. 3205:5 Pile dimension and height limitations. Pile dimen- sions and height limitations shall comply with Section 3207.3. HIGH -PILED COMBUSTIBLE STORAGE > 3205.6 Designation of:storage,,heights.~' here required the f re code,official, a°v sual method of indicating the maxi,: mutn allowable stTcOtifly ge height shall be prcivided #j"'3205.7 Aarrays. Ays shall copy with'Section 3207;4.' 93205 S Flue spacFlue :spaces shall cbniply with Section ,v SECTION 3206 GENERAL FIRE PROTECTION AND LIFE SAFETY FEATURES 3206.1 General. Fire protection and life safety features for high piled storage areas shall be in accordance with Sections 3206.2 through 3206.10. 3206.2 Extent and type of protection. Where required by Table 3206.2, fire detection systems, smoke and heat removal and automatic sprinkler design densities shall extend the lesser of 15 feet (4572 mm) beyond the high piled storage area or to a permanent partition. Where portions of high - piled storage areas have different fire protection require- ments because of commodity, method of storage or storage height, the fire protection features required by Table 3206.2 within this area shall be based on the most restrictive design requirements. 3206.3 Separation of high -piled storage areas. High piled storage areas shall be separated from other portions of the building where required by Sections 3206.3.1 through 3206.3.2.2. 3206.3.1 Separation from other uses. Mixed occupan- cies shall be separated in accordance with the Interna- tional Building Code. 3206.3.2 Multiple high -piled storage areas. Multiple high piled storage areas shall be in accordance with Sec- tion 3206.3.2.1 or 3206.3.2.2. 3206.3.2.1 Aggregate area. The aggregate of all high - piled storage areas within a building shall be used for the application of Table 3206.2 unless such areas are separated from each other by 1 -hour fire barriers con- structed in accordance with Section 707 the Interna- tional Building Code. Openings in such fire barriers shall be protected by opening protectives having a 1- hourfire protection rating. 3206.3.2.2 Multiclass high -piled storage areas. High - piled storage areas classified as Class I through IV not separated from high piled storage areas classified as high hazard shall utilize the aggregate of all high piled storage areas as high hazard for the purposes of the application of Table 3206.2. To be considered as sepa- rated, 1 -hour fire barriers shall be constructed in accordance with Section 707 of the International Build- ing Code. Openings in such fire barriers shall be pro- tected by opening protectives having a 1 -hour fire protection rating. Exception: As provided for in Section 3204.2. 3206.4 Automatic sprinklers. Automatic sprinkler systems shall be provided in accordance with Sections 3207, 3208 and 3209. I 2015 INTERNATIONAL FIRE CODE® 291 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED): accessed by Ellie Klausbruckncr on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. ATTACHMENT #14 FLUE SPACES t t 1 i I HIGH -PILED COMBUSTIBLE STORAGE ing 5 feet (1524 mm) in any dimension, shall be in accor- dance with Sections 3206 and this section. 3207.2 Fire protection. Where automatic sprinklers are required by Table 3206.2, an approved automatic sprinkler system shall be installed throughout the building or to 1 -hour fire barriers constructed in accordance with Section 707 of the International Building Code. Openings in such fire barri- ers shall be protected by opening protectives having a 1 -hour fire protection rating. The design and installation of the auto- matic sprinkler system and other applicable fire protection shall be in accordance with the International Building Code and NFPA 13. 3207.2.1 Shelf storage. Shelf storage greater than 12 feet (3658 mm) but less than 15 feet (4572 mm) in height shall be in accordance with the fire protection requirements set forth in NFPA 13. Shelf storage 15 feet (4572 mm) or more in height shall be protected in an approved manner with special fire protection, such as in -rack sprinklers. 3207.3 Pile dimension and height limitations. Pile dimen- sions, the maximum permissible storage height and pile vol- ume shall be in accordance with Table 3206.2. 3207.4 Array. Where an automatic sprinkler system design utilizes protection based on a closed array, array clearances shall be provided and maintained as specified by the standard used. SECTION 3208 RACK STORAGE 3208.1 General. Rack storage shall be in accordance with Section 3206 and this section. Bin boxes exceeding 5 feet (1524 mm) in any dimension shall be regulated as rack stor- age. 3208.2 Fire protection. Where automatic sprinklers are required by Table 3206.2, an approved automatic sprinkler system shall be installed throughout the building or to 1 -hour fire barriers constructed in accordance with Section 707 of the International Building Code. Openings in such fire barri- ers shall be protected by opening protectives having a 1 -hour fire protection rating. The design and installation of the auto- matic sprinkler system and other applicable fire protection shall be in accordance with Section 903.3.1.1 and the Interna- tional Building Code. 3208.2.1 Plastic shelves. Storage on plastic shelves shall be protected by approved specially engineered fire protec- tion systems. 3208.2.2 Racks with solid shelving. Racks with solid shelving having an area greater than 20 square feet (1.9 m2), measured between approved flue spaces at all four edges of the shelf, shall be in accordance with this section. Exceptions: 1. Racks with mesh, grated, slatted or similar shelves having uniform openings not more than 6 inches (152 mm) apart, comprising not less than 50 percent of the overall shelf area, and with approved flue spaces are allowed to be treated as racks without solid shelves. 2. Racks used for the storage of combustible paper records, with solid shelving, shall be in accor- dance with NFPA 13. 3208.2.2.1 Fire protection. Fire protection for racks with solid shelving shall be in accordance with NFPA 13.._ -- 3208:3 Flue spaces. Flue,.space xhall be provided in accr r-< °dance uitlJ Table 3205 3 ec uirecl iue spaces shall be`rain- .int .:.. 208.3.1 Flue space,prrotection - Where rc ueq ired:,by the re code official, flue spaces required by:"Table '3'2083, —single-, double- or multiple -row raek`storage installations :, shall be equipped ykritii appproveddevices to protect the required flue spaces: Such devices- shall not be removed; or 3208.4 Column protection. Steel building columns shall be protected in accordance with NFPA 13. 3208.5 Extra -high -rack storage systems. Approval of the fire code official shall be obtained prior to installing extra - high -rack combustible storage. 3208.5.1 Fire protection. Buildings with extra -high -rack combustible storage shall be protected with a specially engineered automatic sprinkler system. Extra -high -rack combustible storage shall be provided with additional spe- cial fire protection, such as separation from other build- ings and additional built-in fire protection features and fire department access, where required by the fire code offi- cial. SECTION 3209 AUTOMATED STORAGE 3209.1 General. Automated storage shall be in accordance with this section. 3209.2 Automatic sprinklers. Where automatic sprinklers are required by Table 3206.2, the building shall be equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1. 3209.3 Carousel storage. High piled storage areas having greater than 500 square feet (46 m2) of carousel storage shall be provided with automatic shutdown in accordance with one of the following: 1. An automatic smoke detection system installed in accordance with Section 907, with coverage extending 15 feet (4575 mm) in all directions beyond unenclosed carousel storage systems and that sounds a local alarm at the operator's station and stops the carousel storage system upon the activation of a single detector. 2. An automatic smoke detection system installed in accordance with Section 907 and within enclosed car- ousel storage systems, that sounds a local alarm at the operator's station and stops the carousel storage system upon the activation of a single detector. 3. A single dead -man -type control switch that allows the operation of the carousel storage system only when the operator is present. The switch shall be in the same 294 2015 INTERNATIONAL FIRE CODE® Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckner on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. a L r4 71, PI Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckncr on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. room as the carousel storage system and located to pro- vide for observation of the carousel system. 3209.4 Automated rack storage. High -piled storage areas with automated rack storage shall be provided with a manu- ally activated emergency shutdown switch for use by emer- gency personnel. The switch shall be clearly identified and shall be in a location approved by the fire chief. SECTION 3210 SPECIALTY STORAGE 3210.1 General. Records storage facilities used for the rack or shelf storage of combustible paper records greater than 12 feet (3658 mm) in height shall be in accordance with Sections 3206 and 3208 and NFPA 13. Palletized storage of records shall be in accordance with Section 3207. HIGH -PILED COMBUSTIBLE STORAGE Rack Areas 'A,B,C,D' TABLE 3208.3 REQUIRED FLUE SPACES FOR RACK STORAGE RACK CONFIGURATION AUTOMATIC SPRINKLER PROTECTION ,SpRINKLER AT THE CEIUNG MTH OR WITHOUT ,:'• MINIMUM IN -RACK SPRINKLERS : ,:?",:'? ,„: IN -RACK '- 'SPRINKLERS , , AT EVERY TIER NONSPRINKLERED 25 feet ''e-- .• . ). 25 feet ; ' ,:',": -,4:f:t , , l'in-044';'• ., :. .,Atty height ',, •''''k.,;',7,;;'1':';',:,-; Any height Storage height Option 1 Option 2 Singie4O0uck Transverse flue space Size' 3 inches Not Applicable 3 inches INlotRiequired Not Required Rack Area 'E' Vertically aligned Not Re es Not Applicable Not Required Longitudinal flue space Not Required Not Applicable No quired Nntltignited, " Not Required :. . D6uble-rowraek "" Transverse flue space Sizeb 6 inches 3 inches - 3 inches . -., SOIReqttifed : Not Required Vertically aligned Not Required Not Required ,,- .);::;, „ ,, ..:. Yes r ' ,:, ,,:f,-, ,ir'P: Not Applicable Not Required Longitudinal flue space Not Required 6 inches ' -:;6 inches ' NotRequired , Not Required 1*i-tiro* rick 4- ; Transverse flue space Size' 6 inches Not Applicable 6 inches Not leiluire.d Not Required Vertically aligned Not Required Not Applicable Yes i‘Iot Applicable Not Required Longitudinal flue space Not Required Not Applicable Not Required .,lint Rennired Not Required For SI 1 inch = 25.4 mm, 1 foot = 304.8 mm. a Three-inch transverse flue spaces shall be provided not less than every 10 feet where ESFR sprinkler protection is provided b. Random variations are allowed, provided that the configuration does not obstruct water penetration 2015 INTERNATIONAL FIRE CODE® 295 Lod ATTACHMENT #15 MEANS OF EGRESS ther egiress co><nponents:"I lie capacity, es; of means "of egress components; otfter than stattr- _ >" ]ways shall bet by muitiplymg the occupant load -^ served by such component by t aeans of egress-capacity.. factor of 0.2 inch, 5-74 linin) per occupant =: Exceptions: 1. For other than Group H and I-2 occupancies, the capacity, in inches, of means of egress compo- nents other than stairways shall be calculated by multiplying the occupant load served by such component by a means of egress capacity factor of 0.15 inch (3.8 mm) per occupant in buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2 and an emergency voice/ alarm communication system in accordance with Section 907.5.2.2. 2. Facilities with smoke protected assembly seating shall be permitted to use the capacity factors in Table 1029.6.2 indicated for level or ramped aisles for means of egress components other than stairways where the entire path for means of egress from the seating to the exit discharge is provided with a smoke control system complying with Section 909. 3. Facilities with outdoor smoke protected assembly seating shall be permitted to the capacity factors in Section 1029.6.3 indicated for level or ramped aisles for means of egress components other than stairways where the entire path for means of egress from the seating to the exit discharge is open to the outdoors. 1005.4 Continuity. The minimum width or required capacity of the means of egress required from any story of a building shall not be reduced along the path of egress travel until arrival at the public way. 1005.5 Distribution of minimum width and required capacity. Where more than one exit, or access to more than one exit, is required, the means of egress shall be configured such that the loss of any one exit, or access to one exit, shall not reduce the available capacity or width to less than 50 per- cent of the required capacity or width. 1005.6 Egress convergence. Where the means of egress from stories above and below converge at an intermediate level, the capacity of the means of egress from the point of convergence shall be not less than the largest minimum width or the sum of the required capacities for the stairways or ramps serving the two adjacent stories, whichever is larger. 1005.7 Encroachment. Encroachments into the required means of egress width shall be in accordance with the provi- sions of this section. 1005.7.1 Doors. Doors, when fully opened, shall not reduce the required width by more than 7 inches (178 MEANS OF EGRESS mm). Doors in any position shall not reduce the required width by more than one-half. Exceptions: 1. Surface -mounted latch release hardware shall be exempt from inclusion in the 7 -inch maximum (178 mm) encroachment where both of the fol- lowing conditions exist: 1.1. The hardware is mounted to the side of the door facing away from the adjacent wall where the door is in the open posi- tion. 1.2. The hardware is mounted not less than 34 inches (865 mm) nor more than 48 inches (1219 mm) above the finished floor. 2. The restrictions on door swing shall not apply to doors within individual dwelling units and sleep- ing units of Group R-2 occupancies and dwelling units of Group R-3 occupancies. 1005.7.2 Other projections. Handrail projections shall be in accordance with the provisions of Section 1014.8. Other nonstructural projections such as trim and similar decorative features shall be permitted to project into the required width not more than 11/2 inches (38 mm) on each side. Exception: Projections are permitted in corridors within Group 1-2 Condition 1 in accordance with Sec- tion 407.4.3. 1005.7.3 Protruding objects. Protruding objects shall comply with the applicable requirements of Section 1003.3. SECTION 1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS 1006.1 General. The number of exits or exit access doorways required within the means of egress system shall comply with the provisions of Section 1006.2 for spaces, including mezza- nines, and Section 1006.3 for stories. 1006.2 Egress from spaces. Rooms, areas or spaces, includ- ing mezzanines, within a story or basement shall be provided with the number of exits or access to exits in accordance with this section. 1006.2.1 Egress based on occupant load and common path of egress travel distance. Two exits or exit access doorways from any space shall be provided where the design occupant load or the common path of egress travel distance exceeds the values listed in Table 1006.2.1. Exceptions: 1. In Group R-2 and R-3 occupancies, one means of egress is permitted within and from individual dwelling units with a maximum occupant load of 20 where the dwelling unit is equipped through - 2015 INTERNATIONAL BUILDING CODE® 253 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckncr on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. INTERNATIONAL CODE COUNCIL® i I i i ** MEANS OF EGRESS out with an automatic sprinkler system in accor- dance with Section 903.3.1.1 or 903.3.1.2 and the common path of egress travel does not exceed 125 feet (38 100 mm). 2. Care suites in Group 1-2 occupancies complying with Section 407.4. 1006.2.1.1 Three or more exits or exit access door- ways. Three exits or exit access doorways shall be pro- vided from any space with an occupant load of 501 to 1,000. Four exits or exit access doorways shall be pro- vided from any space with an occupant load greater than 1,000. 1006.2.2 Egress based on use. The numbers of exits or access to exits shall be provided in the uses described in Sections 1006.2.2.1 through 1006.2.2.5. 1006.2.2.1 Boiler, incinerator and furnace rooms. Two exit access doorways are required in boiler, incin- erator and furnace rooms where the area is over 500 square feet (46 m2) and any fuel -fired equipment exceeds 400,000 British thermal units (Btu) (422 000 KJ) input capacity. Where two exit access doorways are required, one is permitted to be a fixed ladder or an alternating tread device. Exit access doorways shall be separated by a horizontal distance equal to one-half the length of the maximum overall diagonal dimension of the room. A', E, M SPACES TABLE 1006.2.1 ITN ONE EXIT OR EXIT ACCESS DOORWAY 1006.2.2.2 Refrigeration machinery rooms. Machin- ery rooms larger than 1,000 square feet (93 m2) shall have not less than two exits or exit access doorways. Where two exit access doorways are required, one such doorway is permitted to be served by a fixed ladder or an alternating tread device. Exit access doorways shall be separated by a horizontal distance equal to one-half the maximum horizontal dimension of the room. All portions of machinery rooms shall be within 150 feet (45 720 mm) of an exit or exit access doorway. An increase in exit access travel distance is permitted in accordance with Section 1017.1. Doors shall swing in the direction of egress travel, regardless of the occupant load served. Doors shall be tight fitting and self-closing. 1006.2.2.3 Refrigerated rooms or spaces. Rooms or spaces having a floor area larger than 1,000 square feet (93 m2), containing a refrigerant evaporator and main- tained at a temperature below 68°F (20°C), shall have access to not less than two exits or exit access door- ways. Exit access travel distance shall be determined as specified in Section 1017.1, but all portions of a refrig- erated room or space shall be within 150 feet (45 720 mm) of an exit or exit access doorway where such rooms are not protected by an approved automatic MAXIMUM OCCUPANT - LOAD OF SPACE 49 MAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCE (feet) Without Sprinkler System (feet) Occupant Load OL 5 30 75 OL>30 75 75' B 49 100 75 100' F 49 75 75 100' H-1, H-2, H-3 3 NP NP 25" H-4, H-5 10 NP NP 75" I-1, I -2d,1-4 10 NP 1-3 10 NP NP NP R-1 10 NP NP 75' 100' 75' R-2 10 NP NP 125' R-3' 10 NP NP 125' R-4' 10 75 75 125' 29 100 7; 100' U 49 100 75 75' For SI: 1 foot = 304 8mm. NP = Not Permitted. a. Buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2. See Section 903 for occupancies where automatic sprinkler systems are permitted in accordance with Section 903.3 1.2. b. Group H occupancies equipped throughout with an automatic sprinkler system in accordance with Section 903.2.5. c. For a room or space used for assembly purposes having fixed seating, see Section 1029 8 d. For the travel distance limitations in Group I-2, see Section 407.4 e. The length of common path of egress travel distance in a Group R-3 occupancy located in a mixed occupancy building or within a Group R-3 or R-4 congregate living facility. f. The length of common path of egress travel distance in a Group S-2 open parking garage shall be not more than 100 feet 254 INTERNATIONAL CODE MUNCIE ** I ** I I 2015 INTERNATIONAL BUILDING CODE® Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckner on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. v r c discernible path of egress travel to an exit is provided; and the means of egress into the adjoining space is not subject to locking from the egress side. A required means of egress serving the larger tenant space shall not pass through the smaller tenant space or spaces. SECTION 1017 EXIT ACCESS TRAVEL DISTANCE 1017.1 General. Travel distance within the exit access por- tion of the means of egress system shall be in accordance with this section. 1017.2 Limitations. Exit access travel distance shall not exceed the values given in Table 1017.2. 1017.2.1 Exterior egress balcony increase. Exit access travel distances specified in Table 1017.2 shall be increased up to an additional 100 feet (30 480 mm) pro- vided the last portion of the exit access leading to the exit occurs on an exterior egress balcony constructed in accor- dance with Section 1021. The length of such balcony shall be not less than the amount of the increase taken. ,1017 2 2 GroUliT 1 "and; S j. increase -The maximum exit access travel distance'shall be 400' fent-022 m) in Group, -1 or $-1 occupancies Where all of the following condi ions *• • . The portion, of the` building classified as°•Group F-1 or S -i is ]united to oneetlstory in height. 6..-; he "ntinintuin ]]eight fromthe finished fioor'to ttom of th% ceiling :et 'Ica slab or deck is 24 feet '- 73I5m).. ...._ : The building' ts ;equipped throughout, with an auto rnrrtic sprinkler system„in accordance with Section .3:311. r 1017.3 Measurement. Exit access travel distance shall be measured from the most remote point within a story along the natural and unobstructed path of horizontal and vertical egress travel to the entrance to an exit. Exception: In open parking garages, exit access travel distance is permitted to be measured to the closest riser of an exit access stairway or the closest slope of an exit access ramp. 1017.3.1 Exit access stairways and ramps. Travel dis- tance on exit access stairways or ramps shall be included in the exit access travel distance measurement. The mea- surement along stairways shall be made on a plane parallel and tangent to the stair tread nosings in the center of the stair and landings. The measurement along ramps shall be made on the walking surface in the center of the ramp and landings. SECTION 1018 AISLES 1018.1 General. Aisles and aisle accessways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle accessways shall be provided from all occupied portions of 2015 INTERNATIONAL BUILDING CODE® INTERNATIONAL CODE'GDNNCIr MEANS OF EGRESS the exit access that contain seats, tables, furnishings, displays and similar fixtures or equipment. The minimum width or required capacity of aisles shall be unobstructed. Exception: Encroachments complying with Section 1005.7. 1018.2 Aisles in assembly spaces. Aisles and aisle access - ways serving a room or space used for assembly purposes shall comply with Section 1029. 1018.3 Aisles in Groups B and M. In Group B and M occu- pancies, the minimum clear aisle width shall be determined by Section 1005.] for the occupant load served, but shall be not less than that required for corridors by Section 1020.2. Exception: Nonpublic aisles serving less than 50 people and not required to be accessible by Chapter 11 need not exceed 28 inches (711 mm) in width. ? Ti}BLE 1017.2 EXIT ACCESS;TRAVEL DISTANCEa :OCCUPANCY: WITHOUT SPRINKLER SYSTEM (feet) ' rill SPRINKLER”, SYSTEM:-, '+'(feet),,; A,E,, F-1 M,1t S, I 200 )10 :::,?5,1:1Y:' I-1 Not Permitted 250b B 200 300` F-2, S-2, U 300 400` H -I Not Permitted 75a H-2 Not Permitted 100d H-3 Not Permitted 150d H-4 Not Permitted 175d H-5 Not Permitted 200` I-2, I-3, I-4 Not Permitted 200` For SI: 1 foot = 304.8 mm. a. See the following sections for modifications to exit access travel distance requirements: Section 402.8: For the distance limitation in malls. Section 404.9. For the distance limitation through an atrium space. Section 407.4. For the distance limitation in Group I-2. Sections 408.6.1 and 408.8.1: For the distance limitations in Group 1-3. Section 411.4. For the distance limitation in special amusement buildings. Section 412.7: For the distance limitations in aircraft manufacturing facilities. Section 1006.2.2.2: For the distance limitation in refrigeration machinery rooms. Section 1006.2.2.3: For the distance limitation in refrigerated rooms and spaces. Section 1006.3 2: For buildings with one exit. Section 1017.2 2 For increased distance limitation in Groups F-1 and S-1. Section 1029.7: For increased limitation in assembly seating. Section 3103.4 For temporary structures. Section 3104.9. For pedestrian walkways. Buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or 903.3.1 2. See Section 903 for occupancies where automatic sprinkler systems are permitted in accordance with Section 903 3.1.2. Buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 Group H occupancies equipped throughout with an automatic sprinkler' system in accordance with Section 903.25.1. b. c. d. i i i I I 277 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckner on Jul 21, 2014 6:46:18 PM pursuant to License Agreement No further reproductions authorized. mitted by Table 602 and unprotected openings are permitted by Table 705.8. TABLE 1020.1 CORRIDOR FIRE -RESISTANCE RATING OCCUPANCY OCCUPANT LOAD SERVED BY CORRIDOR REQUIRED FIRE -RESISTANCE RATING (hours) Without sprinkler system With sprinkler system' H-1, H-2, H-3 All Not Permitted 1 H-4, H-5 Greater than 30 Not Permitted 1 A, B, E, F, M, S, U Greater than 30 1 0 R Greater than 10 Not Permitted 0.5 I-2', I-4 All Not Permitted 0 1-1,1-3 All Not Permitted Ib a. For requirements for 407.3. b. For a reduction in the fire -resistance rating for occupancies in Group 1-3, see Section 408.8. c. Buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2 where allowed. 1020.2 Width and capacity. The required capacity of corri- dors shall be determined as specified in Section 1005.1, but the minimum width shall be not less than that specified in Table 1020.2. Exception: In Group 1-2 occupancies, corridors are not required to have a clear width of 96 inches (2438 mm) in areas where there will not be stretcher or bed movement for access to care or as part of the defend -in-place strategy. TABLE 1020.2 MINIMUM CORRIDOR WIDTH occupancies in Group I-2, see Sections 407.2 and OCCUPANCY MINIMUM WIDTH (inches) Any facilities not listed below 44 Access to and utilization of mechanical, plumbing or electrical systems or equip- ment 24 With an occupant load of less than 50 36 Within a dwelling unit 36 L; Group E with a corridor having an occu- pant load of 100 or more 72 In corridors and areas serving stretcher traffic in ambulatory care facilities 12 Group 1-2 in areas where required for bed movement 96 For SI: 1 inch = 25.4 mm. 1020.3 Obstruction. The minimum width or required capac- ity of corridors shall be unobstructed. Exception: Encroachments complying with Section 1005.7. • 1020.4 Dead ends. Where more than one exit �r exit access dooi-way"is required, the exit access shall be arranged such • MEANS OF EGRESS occupancies in the dead end in a (15 240 mm). rssu,- Group 1-3 of Condition •2, 3 or 4, corridor shall not exceed 50 feet n pccupanctes .tn R-4, S and throughout wi ead ccordance; d - nil, -Co mm s R. E, ' f1 1;"lvi R i here the, bt iiding = is pec tipped , automatic sprinkler'', steinin oti,903:31.1, the length of the :°: ball ,not exceed30 :feet (15 240 3. A dead-end corridor shall not be limited in length where the length of the dead-end corridor is less than 2.5 times the least width of the dead-end corri- dor. 1020.5 Air movement in corridors. Corridors shall not serve as supply, return, exhaust, relief or ventilation air ducts. Exceptions: 1. Use of a corridor as a source of makeup air for exhaust systems in rooms that open directly onto such corridors, including toilet rooms, bathrooms, dressing rooms, smoking lounges and janitor clos- ets, shall be permitted, provided that each such cor- ridor is directly supplied with outdoor air at a rate greater than the rate of makeup air taken from the corridor. 2. Where located within a dwelling unit, the use of cor- ridors for conveying return air shall not be prohib- ited. 3. Where located within tenant spaces of 1,000 square feet (93 m2) or less in area, utilization of corridors for conveying return air is permitted. 4. Incidental air movement from pressurized rooms within health care facilities, provided that the corri- dor is not the primary source of supply or return to the room. 1020.5.1 Corridor ceiling. Use of the space between the corridor ceiling and the floor or roof structure above as a return air plenum is permitted for one or more of the fol- lowing conditions: 1. The corridor is not required to be of fire -resistance - rated construction. 2. The corridor is separated from the plenum by fire - resistance -rated construction. 3. The air -handling system serving the corridor is shut down upon activation of the air -handling unit smoke detectors required by the International Mechanical Code. 4. The air -handling system serving the corridor is shut down upon detection of sprinkler water flow where the building is equipped throughout with an auto- matic sprinkler system. 2015 INTERNATIONAL BUILDING CODE® 279 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckner on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. INTERNATIONAL CODE COUNCIL': ATTACHMENT #16 OCCUPANCY SEPARATION e C C C C r GENERAL BUILDING HEIGHTS AND AREAS occupancies shall apply to the total nonseparated occu- pancy area. Where nonseparated occupancies occur in a high-rise building, the most restrictive requirements of Section 403 that apply to the nonseparated occupancies shall apply throughout the high-rise building. 508.3.2 Allowable building area and height. The allow- able building area and height of the building or portion thereof shall be based on the most restrictive allowances for the occupancy groups under consideration for the type of construction of the building in accordance with Section 503.1. 508.3.3 Separation. No separation is required between nonseparated occupancies. Exceptions: 1. Group H-2, H-3, H-4 and H-5 occupancies shall be separated from all other occupancies in accor- dance with Section 508.4. 2. Group I-1, R-1, R-2 and R-3 dwelling units and sleeping units shall be separated from other dwelling or sleeping units and from other occu- pancies contiguous to them in accordance with the requirements of Section 420. 508.4 Separated occupancies. Buildings or portions of buildings that comply with the provisions of this section shall be considered as separated occupancies. 508.4.1 Occupancy classification. Separated occupancies shall be individually classified in accordance with Section 302.1. Each separated space shall comply with this code based on the occupancy classification of that portion of the building. 508.4.2 Allowable building area. In each story, the build- ing area shall be such that the sum of the ratios of the actual building area of each separated occupancy divided by the allowable building area of each separated occu- pancy shall not exceed 1. 508.4.3 Allowable height. Each separated occupancy shall comply with the building height limitations based on the type of construction of the building in accordance with Section 503.1. Exception: Special provisions of Section 510 shall per- mit occupancies at building heights other than provided in Section 503.1. 508.4.4 Separation. Individual occupancies shall be sepa- rated from adjacent occupancies in accordance with Table 508.4. 508.4.4.1 Construction. Required separations shall be fire barriers constructed in accordance with Section 707 or horizontal assemblies constructed in accordance with Section 711, or both, so as to completely separate adjacent occupancies. SECTION 509 INCIDENTAL USES 509.1 General Incidental uses located within single occu- pancy or mixed occupancy buildings shall comply with the provisions of this section. Incidental uses are ancillary func- tions associated with a given occupancy that generally pose a greater level of risk to that occupancy and are limited to those uses listed in Table 509. Exception: Incidental uses within and serving a dwelling unit are not required to comply with this section. TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS) OCCUPANCY A, E I-1', I-3, I-4 1-2 R' F-2, S -2b, U '.F"1' S-1 H 1 H 2 H-3, H-4 H 5 S NS S NS S NS S NS S NS . S NS S NS S NS S NS S NS A, E N N 1 2 2 NP 1 2 N 1 1 2 NP NP 3 4 2 3 2 NP I -1a, 1-3,1-4 — — N N 2 NP 1 NP 1 2 1 2 NP NP 3 NP 2 NP 2 NP 1-2 — — — — N N 2 NP 2 NP 2 NP NP NP 3 NP 2 NP 2 NP Ra — — — — — — N N le 2` l 2 NP NP 3 NP 2 NP 2 NP 17-2, S -2b; U — — — — — — — — — — — — — — — — N — N 4 N 2 N NP NP NP NP 3 2 4 3 2 1 3 2 2 1 NP NP 14i,;S=1'; 10, 11-1 — — — — — — N NP NP NP NP NP NP NP H-2 — — — — — — — — — — — — — — N NP 1 NP 1 NP H-3, H-4 — — — — — — — — — — — — — — — — Id NP 1 NP H-5 — — — — — — — — — — — — — — — — — — N NP S = Buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3 1 1 NS Buildings_not equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1. ° N = No:separation requirement NP =Not permitted. a See Section 420. b The required separation from areas used only for private or pleasure vehicles shall be reduced by 1 hour but not to less than 1 hour. c. See Section 406.3.4. d. Separation is not required between occupancies of the same classification. e. See Section 422.2 for ambulatory care facilities 108 INTERNATIONAL CODE COUNCIL 2015 INTERNATIONAL BUILDING CODE® Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckncr on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. ATTACHMENT #17 SEPARATION OF HIGH -PILED STORAGE AREAS SECTION 3204 DESIGNATION OF HIGH -PILED STORAGE AREAS 3204.1 General. High piled storage areas, and portions of high piled storage areas intended for storage of a different commodity class than adjacent areas, shall be designed and specifically designated to contain Class I, Class II, Class III, Class IV or high -hazard commodities. The designation of a high piled combustible storage area, or portion thereof intended for storage of a different commodity class, shall be based on the highest hazard commodity class stored except as provided in Section 3204.2. 3204.2 Designation based on engineering analysis. The designation of a high -piled combustible storage area, or por- tion thereof, is allowed to be based on a lower hazard class than that of the highest class of commodity stored when a limited quantity of the higher hazard commodity has been demonstrated by engineering analysis to be adequately pro- tected by the automatic sprinkler system provided. The engi- neering analysis shall consider the ability of the sprinkler system to deliver the higher density required by the higher hazard commodity. The higher density shall be based on the actual storage height of the pile or rack and the minimum allowable design area for sprinkler operation as set forth in the density/area figures provided in NFPA 13. The contigu- ous area occupied by the higher hazard commodity shall not exceed 120 square feet (11 m2) and additional areas of higher hazard commodity shall be separated from other such areas by 25 feet (7620 mm) or more. The sprinkler system shall be capable of delivering the higher density over a minimum area of 900 square feet (84 m2) for wet pipe systems and 1,200 square feet (111 m2) for dry pipe systems. The shape of the design area shall be in accordance with Section 903. SECTION 3205 HOUSEKEEPING AND MAINTENANCE 3205.1 Rack structures. The structural integrity of racks shall be maintained. 3205.2 Ignition sources. Clearance from ignition sources shall be provided in accordance with Section 305. 3205.3 Smoking. Smoking shall be prohibited. Approved "No Smoking" signs shall be conspicuously posted in accor- dance with Section 310. 3205.4 Aisle maintenance. When restocking is not being conducted, aisles shall be kept clear of storage, waste mate- rial and debris. Fire department access doors, aisles and exit doors shall not be obstructed. During restocking operations using manual stocking methods, a minimum unobstructed aisle width of 24 inches (610 mm) shall be maintained in 48 - inch (1219 mm) or smaller aisles, and a minimum unob- structed aisle width of one-half of the required aisle width shall be maintained in aisles greater than 48 inches (1219 mm). During mechanical stocking operations, a minimum unobstructed aisle width of 44 inches (1118 mm) shall be maintained in accordance with Section 3206.9. 3205.5 Pile dimension and height limitations. Pile dimen- sions and height limitations shall comply with Section 3207.3. 2015 INTERNATIONAL FIRE CODE® HIGH -PILED COMBUSTIBLE STORAGE 3205.6 Designation of storage heights. Where required by the fire code official, a visual method of indicating the maxi- mum allowable storage height shall be provided. 3205.7 Arrays. Arrays shall comply with Section 3207.4. 3205.8 Flue spaces. Flue spaces shall comply with Section 3208.3. SECTION 3206 GENERAL FIRE PROTECTION AND LIFE SAFETY FEATURES 3206.1 General. Fire protection and life safety features for high -piled storage areas shall be in accordance with Sections 3206.2 through 3206.10. 3206.2 Extent and type of protection. Where required by Table 3206.2, fire detection systems, smoke and heat removal and automatic sprinkler design densities shall extend the lesser of 15 feet (4572 mm) beyond the high piled storage area or to a permanent partition. Where portions of high - piled storage areas have different fire protection require- ments because of commodity, method of storage or storage height, the fire protection features required by Table 3206.2 within this area shall be based on the most restrictive design requirements. 3206.3 Separation of high -piled storage areas. High piled storage areas shall be separated from other portions of the building where required by Sections 3206.3.1 through 3206.3.2.2. 3206.3.1 Separation from other uses. Mixed occupan- cies shall be separated in accordance with the Interna- tional Building Code. 3206.3.2 Multiple high -piled storage areas. Multiple high piled storage areas shall be in accordance with Sec- tion 3206.3.2.1 or 3206.3.2.2. h06,3.24 Aggregate area. The aggregate of all 'high- . piled storage areas;within a buildingshall'be used for, -the:.application;of Table.: 3206.2 unless/s tch areas are separated from eachotherabygl-Hour•fir b"ai -iers coli- 'structed in accordance with' Secti©n 707:';the Inteniq- tional Building Code Opeimgs in.such fie barriers' `shall be protected by opening protectiveshaymng a y` hour fire protectioti rating.tnif 3206.3.2.2 Multiclass high -piled storage areas. High - piled storage areas classified as Class I through TV not separated from high -piled storage areas classified as high hazard shall utilize the aggregate of all high piled storage areas as high hazard for the purposes of the application of Table 3206.2. To be considered as sepa- rated, 1 -hour fire barriers shall be constructed in accordance with Section 707 of the International Build- ing Code. Openings in such fire barriers shall be pro- tected by opening protectives having a 1 -hour fire protection rating. Exception: As provided for in Section 3204.2. 3206.4 Automatic sprinklers. Automatic sprinkler systems shall be provided in accordance with Sections 3207, 3208 and 3209. 291 I Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED): accessed by Ellie Klausbruckner on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. KLAUSSRUCKNER AND ASSOCIATES 2495 Truxtun Road. Suite 205 San Diego, CA 92106 Tel: (619) 677-2004 Fax: (619) 677-2444 MACY'S 'v LOGISTICS 17000 Southcenter Pkwy Tukwila, WA CORRECTION High -Piled Combustible Storage Report Rev 1.1 October 14, 2019 NI% 03243 RECEIVED CITY OF TUKWILA DEC 02 2019 PERMIT CENTER ••• Additional Information Revision . Comments' Date By 1.0 .` Preliminary research October 14, 2019 MK 1.1 Reviewed report October 14, 2019 EK • DISCLAIMER This report is the property of Klausbruckner & Associates, Inc. and was prepared exclusively for use by MACY'S LOGISTICS for the storage & occupancy conditions described in this report. MACY'S LOGISTICS conditions and operations addressed herein are based on information provided to the report by MACY'S LOGISTICS. Discrepancies between the information presented herein and actual conditions and conditions presented on plans are the sole responsibility of MACY'S LOGISTICS. Verification of compliance with the Code requirements and provisions addressed herein is outside the scope of this report. Copies of this report retained by MACY'S LOGISTICS shall be utilized only by MACY'S LOGISTICS for the storage and occupancy conditions and the 2015 International Fire Code conditions and requirements addressed in this report. This report shall not be used as, or in lieu of, construction documents or plans for this project or any other project or for any other purpose or ;f. conditiori not specifically addressed in this report. Any non -high -piled storage related code information provided in this report is for background information only to the high - piled storage report, and should not be considered as a complete report on the subject. Discrepancies between the sprinkler system information presented herein and actual conditions and/or conditions presented on plans are the sole responsibility of MACY'S LOGISTICS. Confirmation of compliance with the adopted edition of NFPA 13 and Factorjr Mutual Datasheets for existing, new and/or tenant improvements to sprinkler systems is outside the scope of this report. Rev 1.1— MACY'S 17000 Southcenter Pkwy, Tukwilla, WA Page iii rr 0. YEW fine MEI out O R PIN PEI o wl PEI INV 1'1 v Table of Contents 1. SUMMARY TABLE 1 2. INTRODUCTION 5 3. BUILDING CONSTRUCTION, DESIGN, AND OCCUPANCIES 6 3.1 BUILDING CONSTRUCTION & DESIGN 6 3.2 OCCUPANCIES 6 4. HIGH -PILED STORAGE REQUIREMENTS 7 4.1 AUTOMATIC FIRE SPRINKLER SYSTEM 8 4.1.1 Rack Storage Area A 8 4.1.2 Rack Storage Areas B, C, D 9 4.1.3 Rack Storage Area E 10 4.1.4 Additional Protection Requirements 11 4.1.5 Other Areas — OUTSIDE THE SCOPE 11 4.2 ALARM/MONITORING 11 4.3 BUILDING ACCESS - DOORS & ROADS 12 4.3.1 Access Roads 12 4.3.2 Access Doors 13 4.4 SMOKE AND HEAT REMOVAL 13 4.4.1 High -Piled Storage Areas A-E 14 4.5 DRAFT CURTAINS 14 4.6 PORTABLE FIRE EXTINGUISHERS 14 4.7 AISLE WIDTHS 15 4.8 HOUSEKEEPING & MAINTENANCE 15 4.9 FLUE SPACES FOR RACK STORAGE 16 4.10 HOSE CONNECTIONS 16 5. MEANS OF EGRESS 17 5.1 STORAGE [S-1 OCCUPANCY] 17 5.2 OTHER AREAS - OUTSIDE THE SCOPE 17 6. EXPOSURES 18 6.1 OCCUPANCY SEPARATION 18 6.2 SEPARATION OF HIGH -PILED STORAGE AREAS 18 6.2 ALLOWABLE AREA AND SIDEYARDS 18 7. CONCLUSION 19 8. APPENDIX A: ATTACHMENTS 20 Rev 1.1— MACY'S 17000 Southcenter Pkwy, Tukwilla, WA Page iii List of Tables Table 1. High -Piled Storage Configurations in Designated Storage Areas 6 Table 2. Occupancy Classification And Associated Areas 6 Table 3. High -Piled & High -Piled Storage Specifications By Storage Area 7 Rev 11— MACY'S 17000 Southcenter Pkwy, Tukwilla, WA j,, , ; t! l:5+30C.: AT P.,IS Page 1 C A i u 1. Summary Table TOPIC CODE SECTION CRITERIA/REQUIREMENTS Construction Type (Section 3.1 on Page 6) See Architectural Plans Existing Building — No Proposed Changes. Fully Sprinklered, 1 -Story Above Grade Approximate Square Footage (Section 3.2 on Page 6) See Architectural Plans Entire Building: 340,000 ft` Warehouse Total: 183,600 ft2[S-1, Storage] Storage Area: 183,600 ft2 [S-1, High -Piled Storage] Entire Suite: 183,600 ft2 [S-1 (assumed)] Remainder: Unknown ft2 & Outside the Scope Other Uses: Unknown ft2 & Outside the Scope Adjacent Tenants: Unknown ft2 & Outside the Scope Occupancy (Section 3.2 on Page 6) IBC Sections 302, 311, Table 508.4 (see Attachments for more details) Single Use: S-1 (Storage), unless otherwise specified by the Architect of Record. No occupancy separation required. Storage Commodity (Section 4 on Page 7) IFC Section 3203.1-3203.7 (see Attachments for more details) Class I-IV, Group A Mattresses And Upholstered Furniture, /High Hazard: Cased Goods Protection based on highest hazard commodity. Automatic Sprinkler Protection (Section 4.1 on Page 8) IFC, Sections 202, 315.3.1, 3207.2, 3208.1, 3208.2, 3208.4, Table 3206.2 FM 8-9 Specific Sections Rack Storage Sections 2.3.4.3, Figures 3, 4, 5, 6, 7, 10, 11, 12, 13, 15, Tables 8, 11, 12 and 13, 14 Sprinkler System Upgrades Are Required. (Storage Area Layout per Attachrr)ent #1 on page 20) Rack Storage Area 'A' Sprinkler Protection: Class I-IV, CARTONED AND EXPOSED, EXPANDED GROUP A PLASTICS Commodities • Maximum Storage Height: <_ 28'-0" • Maximum Ceiling Height: < 30'-8" ■ Aisle Widths: >_ 4'-0" • Shelves: Solid Shelves • Multi Row Racks Ceiling Sprinkler Design Required:* • Standard or Quick Response, listed for storage ordinary (160°f) temperature, upright or pendent sprinklers • Minimum density of 20 heads @ 30 psi • In -Rack Sprinklers: 14 in -rack sprinklers (7 on 2 levels) @30 gpm to be balanced with the overhead system with horizontal barriers. Face and Flue Sprinklers In -Rack at every other level. Maximum Horizontal spacing of 10' (i.e. every other flue space) Desgin shall be in accordance with FM 8-9 Figure 10. See Section 4.1.1 for details. • Hose allowance of 500 gpm • Water supply duration of 120 minutes Existing sprinkler system does not meet the requirement for protection above. Additional (in -rack sprinkler) upgrades and/or calculations are required.Sprinkler contractor to confirm sprinklers are installed per FM. Rev 11— MACY'S 17000 Southcenter Pkwy, Tukwilla, WA Page 1 (see Attachments for more details) Rack Storage Area `B, C, D' Sprinkler Protection: CLASS I-IV, CARTONED AND EXPOSED, EXPANDED GROUP A PLASTICS Commodities • Maximum Storage Height: s 28'-0" ■ Maximum Ceiling Height: < 30'-8" ■ Aisle Widths: >_ 4'-0" ■ Shelves: Solid Shelves ■ Single And Double Row Racks Ceiling Sprinkler Design Required:* • Standard or Quick Response, listed for storage ordinary (160°f) temperature, upright or pendent sprinklers ■ Minimum density of 20 heads @ 30 psi ■ In -Rack Sprinklers: 14 in -rack sprinklers (7 on 2 levels) @30 gpm to be balanced with the overhead system with no horizontal barriers Flue only In -Rack sprinklers at every level. Maximum Horizontal spacing of 8' (i.e. every flue space). Design shall be in accordance with FM 8-9 Figure 11 for single row racks and Figure 12 for double row racks. See Section 4.1.1 for details. ■ Hose allowance of 500 gpm ■ Water supply duration of 120 minutes Existing sprinkler system does not meet the requirement for protection above. Additional (in -rack sprinkler) upgrades and/or calculations are required.Sprinkler contractor to confirm sprinklers are installed per FM. Rack Storage Area 'E' Sprinkler Protection: CLASS I-IV & Cartoned Unexpanded Group A Plastics • Maximum Storage Height: <_ 28'-0" ■ Maximum Ceiling Height: < 30'-8" ■ Aisle Widths: >_ 4'-0" ■ Shelves: > 50% Open (Mesh) ■ Single Row Racks Treated as Double Row Racks Ceiling Sprinkler Design Required: * • Standard or Quick Response, listed for storage ordinary (160°f) temperature, pendent sprinklers • Minimum density of 20 heads @ 7 psi ■ In -Rack Sprinklers: 8 in -rack sprinklers (8 on 1 levels) @30 gpm to be balanced with the overhead system. Face and flue in -rack sprinklers in -rack sprinklers at every level at the 20 ft elevation. Maximum Horizontal spacing of 8' (i.e. every flue space). Desgin shall be in accordance with FM 8-9 Figure 13. See Section 4.1.1 for details. ■ Hose allowance of 500 gpm ■ Water supply duration of 120 minutes Existing sprinkler system does not meet the requirement for protection above. Additional (in -rack sprinkler) upgrades and/or calculations are required.Sprinkler contractor to confirm sprinklers are installed per FM. Other Areas Not Within the Scope Rev 11 — MACY'S 17000 Southcenter Pkwy, Tukwilla, WA Page 2 ralV N V.1 • V U S L.1 A ler Smoke and Heat Removal (Section 4.4 on Page 13) IFC Table 3206.2 Footnote j & Section 910.2, 910.3, 910.5 • Smoke and heat removal is required as storage of High Hazard/Group A Plastics is more than 2,500 square feet, based on AvR = V/9000 Where: V = Volume of the Storage Area = 30 ft 8 in x 183,600 ft2 = 5,630,400 ft3 A = Required Aggregate Vent Area = 5,630,400 ft3/ 9,000 = 626 ft • 20 smoke and heat vents [4' x 8'] are required. • There are currently zero existing smoke and heat vents and min. 20 skylights within the warehouse area. PLEASE SEE SEPARATE APPEAL OF SMOKE AND HEAT (see Attachments for more details) VENT REQUIREMENTS BY INSURANCE UNDERWRITER. See Section 4.4 of this report for additional details on Smoke and Heat Vents. Flue Spaces IFC Section RACKS `A,B,C,D' (In -Rack Sprinklers At Every Tier) Single Row Racks: Transverse — Not required (Section 4.9 on Page 16) 3208.3, Table 3208.3 Longitudinal — Not required Double Row Transverse — Not required Racks: Longitudinal — Not required** Multi Row Racks: Transverse — Not required Longitudinal — Not required RACKS 'E': Single Row Racks (In -Rack Sprinklers Not At Every Tier) Treated as Double Transverse — 3 -inches required Row Racks*: Longitudinal — 6 -inches required Vertically aligned IFC Table 3208.3 * Random variations are allowed, provided that the configuration sub -note (b) does not obstruct water penetration. ** Longitudinal flue spaces are not required in double -row racks; however, if they are provided, maintain a minimum net width of 3 in throughout the vertical height of the rack. Longitudinal flue spaces are not required (1) for the storage tier located directly above in -rack sprinklers, or (2) when in -rack sprinklers are provided at every tier level. (see Attachments See Section 4.9 of this report for additional details on flue spaces for more details) and required flue space protection devices. Building Access IFC Table 3206.2, Access Roads: Road & Doors Sections 503.1.1, • Access roads required by IFC Section 503 (Section 4.3 on 503.2-8, 3206.6 • Access roads are existing and have been approved as part of Page 12) the shell building plans. Access Doors: • Access doors are required by Chapter 32 for high piled storage of Group A/High Hazard Commodities of more than 2,500 ft2 • One access door required per each 100 lineal feet of exterior walls if exterior wall faces an access road is required. Rev 11— MACY'S 17000 Southcenter Pkwy, Tukwilla, WA Page 3 Rev 11— MACY'S 17000 Southcenter Pkwy, Tukwilla, WA Page 4 loaf a INEI a luot a a MEI ter a aR Wit a a, (see Attachments for more details) • Two (2) access doors exist along the East and two (2) access doors exist along the South of the warehouse. • Final location and number of access doors is pending fire department approval. See Section 4.3 of this report for additional details on access doors. Aisle Width (Section 4.7 on Page 15) IFC 3206.9 IFC 3206.9.3 (see Attachments for more details) • Aisles of at least 44" are required in sprinklered buildings with high -piled storage exceeding 500 square feet • Cross aisles used only for employee access between aisles shall be a minimum of 24" wide • MACY'S LOGISTICS agrees to maintain a minimum of 4 ft aisle widths within the rack storage area in order to comply with the sprinkler requirements stated in Section 4.1 of this report. • Dead-end aisles shall not exceed 50 ft in length NOTE: Any floor/palletized storage cannot obstruct the minimum width of the aisles. See Section 4.7 of this report for additional details on aisle widths. Fire Extinguishers (Section 4.6 on Page 14) IFC Section 3206.10, 906 and Tables 906.1, 906.3 (1) & (2), 906.9 (see Attachments for more details) High -piled Storage Areas: 4-A:20-B:C ; • Maximum travel distance 75 ft*; • Maximum area per extinguisher 4,000 ft2 * If no flammable liquids are stored, otherwise travel distance <_ 50 Feet See Section 4.6 of this report for additional details on fire extinguishers. Hazardous Materials N/A N/A. Not part of the scope of this report Allowable Area IBC Table 503 (see Attachments for more details) Not within the scope of this report. Existing building. No proposed changes to type of construction, building square footage or occupancy unless otherwise specified by the Architect of Record. Rev 11— MACY'S 17000 Southcenter Pkwy, Tukwilla, WA Page 4 loaf a INEI a luot a a MEI ter a aR Wit a a, G G C C a rig L..; 2. Introduction The following is a high -piled combustible storage code compliance report for MACY'S LOGISTICS, located at 17000 Southcenter Parkway in the city of Tukwila, WA. This report is intended to help both the owners and the fire department in expediting plan review and effectively determine the requirements necessary to meet the Fire Code. This report is based on the 2015 Editions of the International Fire Code and the International Building Code, 2016 Edition of NFPA 13, and the 2018 Edition of FM Datasheet 8-9. Rev 11— MACY'S 17000 Southcenter Pkwy, Tukwilla, WA Page 5 3. Building Construction, Design, and Occupancies 3.1 Building Construction & Design MACY'S LOGISTICS will occupy a suite of approximately 183,600 ft2. No expansion or modification to the building is planned at this time unless otherwise specified by the Architect of Record. (Attachment #1) 3.2 Occupancies The facility will be used for warehousing. High piled storage in single, double and multiple row racks with solid shelves and aisles of at least of 4'-0" is planned in the rack storage area. Also, high piled storage in single row racks with open shelves and aisles of at least of 4'-0" is planned in the same rack storage area. High -piled storage is planned in the designated storage areas as follows: Table 1. High -Piled Storage Configurations in Designated Storage Areas STORAGE AREA ` STORAGE CONFIGURATION OPEN/CLOSED SHELVES AISLE WIDTH [FT -IN] A Rack: Multi Row Racks Closed 4'-0" B, C, D Rack: Single And Double Row Racks Closed 4'-0" E Rack: (Single Treated as) Double Row Racks Open 4'-0" MACY'S LOGISTICS will be classified overall as S-1 occupancy, unless otherwise specified by the Architect of Record. (Attachment #2) Table 2. Occupancy Classification And Associated Areas USE OCCUPANCY `APPROXIMATE AREA SQ. FT. Warehouse Area S-1 183,600 High -Piled Storage Area S-1 183,600 Total Suite S-1 183,600 Other Uses Unknown Unknown Adjacent Tenants Unknown Unknown Total Building S-1 340,000 Rev 11— MACY'S 17000 Southcenter Pkwy, Tuklvilla, WA Page 6 t, PM ✓ ed pd PIO r OP fol Wig Fer bat ✓ wad tri r 4. High -Piled Storage Requirements The highest hazard commodities for the Rack Storage Area A are classified as expanded, cartoned and exposed Group A/High Hazard commodities on conventional pallets and solid shelving in multi row racks. The highest hazard commodities for the Rack Storage Areas `B, C, D' are classified as expanded, cartoned and exposed Group A/High Hazard commodities on conventional pallets and solid shelving in single and double row racks. The highest hazard commodities for the Rack Storage Area E are classified as Class I-IV commodities on conventional pallets and open shelving in single row racks treated as double row racks (based on 76" rack depth). The following commodity classification per IFC Section 3203.2 through 3203.7.1 is designated as Class I-IV and Group A/High Hazard: (Attachment #3) Table 3. High -Piled & High -Piled Storage Specifications By Storage Area Products (Attachment #4) Method of Storage Storage Height Open Shelving Pallet Type Cartoned Encap- sulated Commodity Class* Mattresses And Upholstered Furniture Multi Row Racks < 28'-0" No (Solid) Convent ional No Yes GROUP A/HIGH HAZARD, EXPANDED Mattresses And Upholstered Furniture, Cased Goods Single & Double Row Rack 28'-0" No (Solid) Convent ional Yes/No Yes GROUP A/HIGH HAZARD, EXPANDED Cased Goods (Single as) Double Row Rack <_ 28'-0" Yes Convent ional Yes/No Yes CLASS IV *Based on the highest hazard commodity. Rack Storage: Per IFC Section 3204.1, a high -piled combustible storage area shall be based on the highest hazard commodity class stored except as provided in Section 3204.2. Therefore, the highest commodity class stored within the high -piled storage/rack storage area is exposed expanded Group A/High Hazard. (Attachments #4 and #5) Based on Table 3206.2, the following fire protection requirements will be provided by R MACY'S LOGISTICS to meet the requirements of IFC Chapter 32, NFPA 13, and FM Datasheet 8-9 for the entire storage area (Attachment #6). w Rev 11— MACY'S 17000 Southcenter Pkwy, Tukwilla, WA �•vcu.�e :r Page 7 4.1 Automatic Fire Sprinkler System The following requirements are based on FM Datasheet 8-9 (2018 Edition): 4.1.1 Rack Storage Area A (Attachments #6) Type of Storage: Type of Shelving: Commodity Stored: Flue Spaces for Standard Racks: Aisle Widths: Storage Height: Ceiling Height: Ceiling Sprinkler: In -Rack Sprinklers: rack sprinklers Multi Row Racks Solid Shelves EXPOSED EXPANDED GROUP A PLASTICS Multi Row Racks (in -rack sprinklers at every tier): Transverse not required. Longitudinal not required (per IFC Table 3208.3) > 4'-0" 28'-0" <_ 30'-8" Standard or Quick Response, listed for storage ordinary (160°f) temperature, upright or pendent sprinklers. Minimum density of 20 heads @ 30 psi. Hose allowance of 500 gpm. Water supply duration of 120 minutes Face and Flue In -rack sprinklers at every level. 14 in - (7 on 2 levels) @30 gpm, to be balanced with the overhead system.. Maximum horizontal spacing of 10' (i.e. every other Flue). Design shall be in accordance with FM Datasheet 8-9, Figure 10. Use in -rack sprinklers listed as quick -response when installing K14.0 or smaller sprinklers. In -rack sprinklers with larger K -factor values can be either quick -response or standard -response. Use a minimum K8.0 for in -rack sprinkler design flows greater than 30 gpm. In -Rack Sprinkler Type: Use nominally rated 160°F FM Approved in -rack sprinklers for all in -rack sprinkler installations. Horizontal Barriers: Required per FM Datasheet 8-9 or applicable specifications Existing sprinkler system does not meet the requirement for protection above. Additional (in -rack sprinkler) upgrades and/or calculations are required. Sprinkler contractor to confirm sprinklers are installed per FM Datasheet 8-9 and FM Datasheet 2-0 Rev 11— MACY'S 17000 Southcenter Pkwy, Tukwilla, WA Page 8 rl �•+ 4.1.2 Rack Storage Areas B, C, D (Attachments #6) Type of Storage: Single And Double Row Racks Type of Shelving: Solid Shelves v Commodity Stored: EXPOSED EXPANDED GROUP A PLASTICS Flue Spaces for Standard Racks: Transverse not required. Longitudinal not required (per IFC Table 3208.3) Aisle Widths: >_ 4'-0" L Storage Height: <_ 28'-0" 11111 Ceiling Height: < 30'-8" Ceiling Sprinkler: Standard or Quick Response, listed for storage ordinary (160°f) temperature, upright or pendent sprinklers. Minimum density of 20 heads @ 30 psi. Hose allowance of 500 gpm. Water supply duration of 120 minutes In -Rack Sprinklers: Flue only In -rack sprinklers at every level. 14 in -rack sprinklers (7 on 2 levels) @30 gpm, to be balanced with the v overhead system.. Maximum horizontal spacing of 8' (i.e. every Flue). Design shall be in accordance with IJ FM Datasheet 8-9, Figure 11 for Single Row Rack and Figure 12 for Double Row Racks. Use in -rack sprinklers listed as quick -response when installing K14.0 or smaller sprinklers. In -rack sprinklers with larger K -factor values can be either quick -response or standard -response. Use a minimum K8.0 for in - A L rack sprinkler design flows greater than 30 gpm. In - Rack Sprinkler Type: Use nominally rated 160°F FM Approved in -rack sprinklers for all in -rack sprinkler installations. Horizontal Barriers: Not required for this option Existing sprinkler system does not meet the requirement for protection above. Additional (in -rack sprinkler) upgrades and/or calculations are required. Sprinkler contractor to confirm sprinklers are installed per FM Datasheet 8-9 and FM Datasheet 2-0. Rev 11— MACY'S 17000 Southcenter Pkwy, Tukwilla, WA Page 9 4.1.3 Rack Storage Area E (Attachments #6) Type of Storage: Single Row Racks Treated as Double Row Racks Type of Shelving: > 50% Open (Mesh) Commodity Stored: CLASS I-IV & Cartoned Unexpanded Group A Plastics Flue Spaces for Standard Racks: Single Row Racks* treated as Double Row Racks (76" rack depth): 3" Transverse. Longitudinal not required. Flue spaces must be vertically aligned (per IFC Table 3208.3) * Random variations are allowed, provided that the configuration does not obstruct water penetration Aisle Widths: >_ 4'-0" Storage Height: <_ 28'-0" Ceiling Height: <_ 30'-8" Ceiling Sprinkler: Standard or Quick Response, listed for storage ordinary (160°f) temperature, upright or pendent sprinklers. Minimum density of 20 heads @ 7 psi. Hose allowance of 500 gpm. Water supply duration of 120 minutes In -Rack Sprinklers: One level of in -racks (face and flue) at the 20 ft level vertically. 8 in -rack sprinklers (8 on 1 level) @30 gpm, to be balanced with the overhead system. Maximum horizontal spacing of 8' (i.e. every Flue). Design shall be in accordance with FM Datasheet 8-9, Figure 13. Use in -rack sprinklers listed as quick -response when installing K14.0 or smaller sprinklers. In -rack sprinklers with larger K -factor values can be either quick -response or standard -response. Use a minimum K8.0 for in -rack sprinkler design flows greater than 30 gpm. In -Rack Sprinkler Type: Use nominally rated 160°F FM Approved in -rack sprinklers for all in -rack sprinkler installations. Horizontal Barriers: None Required Existing sprinkler system does not meet the requirement for protection above. Additional (in -rack sprinkler) upgrades and/or calculations are required. Sprinkler contractor to confirm sprinklers are installed per FM Datasheet 8-9 and FM Datasheet 2-0. Rev 11 — MACY'S 17000 Southcenter Pkwy, Tukwilla, WA A*K(r :4TP.9 Page 10 Note: Discrepancies between the sprinkler system information presented herein and actual conditions and/or conditions presented on plans are the sole responsibility of MACY'S LOGISTICS. Confirmation of compliance with the adopted edition of FM Datatsheet 8-9 (FM Datatsheet 2-0) for existing, new and/or tenant improvements to sprinkler system is outside the scope of this report. Sprinkler contractor to confirm existing and proposed sprinkler system design specifications and installation requirements per FM Datatsheet 8-9 (FM Datatsheet 2-0). 4.1.4 Additional Protection Requirements 4.1.4.1 Extent of Protection I:r Per IFC 3206.2 and NFPA-13 Section 12.3 (Attachment #7), the extent and type of protection (including automatic sprinkler design densities) shall extend the lesser of 15 feet beyond the high -piled storage area or to a permanent partition. 4.1.4.2 Protection of Steel Columns I4 Per IFC 3208.4 and NFPA-13 Section 17.1.4.1 and Table 17.1.4.1 (Attachment #7), where 4.4 fireproofing of building columns located wholly or partially within the rack footprint (inclusive of flue space or within 12 inches of the footprint) is not provided and storage rilri heights are in excess of 15 ft, protection of building columns within the rack structure shall be provided by the installation of in -rack sprinklers. Li 4.1.4.3 Fixed Obstruction E'� Per NFPA-13 Sections 8.5.5.3.1 (Attachment #7), fire sprinklers are not required under LL++ fixed obstruction or open grate flowing unless their width is in excess of 4 ft. A 4.t4.4 Ceiling Slope Per NFPA-13 Section 12.1.2 (Attachment #7), the sprinkler system criteria specified are intended to apply to buildings with ceiling slopes not exceeding 2 in 12 (16.7 percent). 4.1.4.5 Open Top Containers Per NFPA-13 Sections 17.1.6 (Attachment #7), CMDA protection shall not apply to open- top containers. However, per NFPA-13 Section C.12 fire tests have shown that the issue of open -top containers used in rack storage only occurred in the upper storage tiers increasing sprinkler operation and fire spread in the main array. Lir 4.1.5 Other Areas - OUTSIDE THE SCOPE Unknown and outside the scope of this report. PI 4.2 Alarm/Monitoring �.r I r V Per IFC 903.4, all valves controlling the water supply for automatic sprinkler systems, pumps, tanks, water levels and temperatures, critical air pressures, and water -flow switches on all sprinkler systems (if serving > 6 sprinklers) shall be electrically supervised by a listed fire alarm control unit. Alarm, supervisory and trouble signals shall be distinctly Rev 11 — MACY'S 17000 Southcenter Pkwy, Tukwilla, WA Page 11 different and shall be automatically transmitted to an approved supervising station or, when approved by the fire code official, shall sound an audible signal at a constantly attended location. One exterior approved audible device, located on the exterior of the building in an approved location, shall be connected to each automatic sprinkler system. Such sprinkler water -flow alarm devices shall be activated by water flow equivalent to the flow of a single sprinkler of the smallest orifice size installed in the system. Where a building fire alarm system is installed, actuation of the automatic sprinkler system shall actuate the building fire alarm system. Visible alarm notification appliances shall not be required except when required by Section 907. (Attachment #8) 4.3 Building Access - Doors & Roads Per IFC 3206.6 (Attachment #9), where building access is required, fire apparatus access roads shall be provided within 150 feet of all portions of the exterior walls of buildings used for high -piled storage. Per IFC Table 3206.6, building access is required for high -piled storage areas of High Hazard/Group A Plastics greater than 2,500 ft2. (Attachment #9) 4.3.1 Access Roads Per IFC 503.1.1 (Attachment #9), approved fire apparatus access roads shall be provided within 150 feet of all portions of the facility and all portions of the exterior walls of the first story of the building as measured by an approved route around the exterior of the building or facility. Per IFC 503.2, fire apparatus access roads shall have an unobstructed width of not less than 20 feet, exclusive of shoulders, except for approved security gates in accordance with Section 503.6, and an unobstructed vertical clearance of not less than 13 feet 6 inches. The fire code official shall have the authority to require or permit modifications to the required access widths where they are inadequate for fire or rescue operations, or where necessary to meet the public safety objectives of the jurisdiction. Fire apparatus access roads shall be designed and maintained to support the imposed loads of fire apparatus and shall be surfaced so as to provide all-weather driving capabilities. The required turning radius of a fire apparatus access road shall be determined by the fire code official. Dead-end fire apparatus access roads in excess of 150 feet in length shall be provided with an approved area for turning around fire apparatus. The grade of the fire apparatus access road shall be within the limits established by the fire code official based on the fire department's apparatus. The angle of approach and departure for fire apparatus access roads shall be within the limits established by the fire code official based on the fire department's apparatus. (Attachment #9) Access roads are existing and have been previously approved as part of the shell building. Rev 11— MACY'S 17000 Southcenter Pkwy, Tukwilla, WA Page 12 4.3.2 Access Doors Per IFC 3206.6.1 (Attachment #9), access doors shall be accessible without the use of a ladder. A minimum of one access door shall be provided in each 100 lineal feet, or fraction thereof, of the exterior walls that face required fire apparatus access roads. The required access doors shall be distributed such that the lineal distance between adjacent access doors does not exceed 100 feet. EXCEPTION: The linear distance between adjacent access doors is allowed to exceed 100 feet in existing buildings where no changes in occupancy is proposed. The number and distribution of access doors in existing buildings shall be approved. Per IFC 3206.6.1.2 and IFC 3206.6.1.3 (Attachment #9), access doors shall not be less than 3 feet in width and 6 feet 8 inches in height. Roll -up doors shall not be used unless approved. Only approved locking devices shall be used. Two (2) access doors exist along the East and two (2) access doors exist along the South of the warehouse - where exterior walls face an access road. Final location and number of access doors is pending fire department approval. (Attachment #9) 4.4 Smoke and Heat Removal Based on IFC Table 3206.2, smoke and heat removal is required in sprinklered high -pile storage areas of High Hazard/Group A Plastics commodities and more than 2,500 ft2 (Attachment #10) Per IFC 910.3 (Attachment #10) smoke and heat vents shall be design, installed and maintained in accordance with the following: o Listing and labeling. Smoke and heat vents are required to be listed and labeled to indicate their compliance with UL 793, FM 4430 or ICC ES AC 331. o Smoke and heat vent locations. Smoke and heat vents shall be located 20 feet or more from adjacent lot lines and fire walls and 10 feet or more from fire barriers. Vents shall be uniformly located within the roof in the areas of the building where the vents are required to be installed by Section 910.2, with consideration given to roof pitch, sprinkler location and structural members. o Smoke and heat vent area. The required aggregate area of smoke and heat vents in buildings equipped throughout with an automatic sprinkler system shall be calculated as follows, see Section 4.4.1. o Maintenance. Smoke and heat vents shall be maintained in an operative condition in accordance with NFPA 204 and Section 910.5.1.1. Fusible links for smoke and heat vents shall be replaced whenever fused, damaged or painted. Rev 11— MACY'S 17000 Southcenter Pkwy, Tukwilla, WA Page 13 4.4.1 High -Piled Storage Areas A-E The aggregate area of smoke and heat vents in buildings equipped throughout with an automatic sprinkler system shall be calculated as follows: (Attachment #10) Where: AvR = V/9000 V = Volume of the Storage Area = 30 ft 8 in x 183,600 ft2 = 5,630,400 ft3 A = Required Aggregate Vent Area = 5,630,400 ft3/ 9,000 = 626 ft2 Based on IFC 910.3.3, twenty smoke and heat vents [typ. 4' x 8'] are required. There are currently no existing smoke and heat vents and min 20 skylights within the storage area. PLEASE SEE SEPARATE APPEAL OF SMOKE AND HEAT VENT REQUIREMENTS BY INSURANCE UNDERWRITER. 4.5 Draft Curtains Draft curtains are no longer required per the International Fire Code for storage areas equipped with an approved fire sprinkler system. 4.6 Portable Fire Extinguishers Per IFC 906 and 3206.10 (Attachment #11), portable fire extinguishers shall be installed in the following locations: ■ In existing Group B and S-1 occupancies ■ Where required by the sections indicated in Table 906.1. Per IFC Table 906.3(1) & 906.3(2) (Attachment #11), the following is the proposed fire extinguisher type and layout: Storage Areas: 4-A:20-B:C @ Travel Distance <_ 75* Feet * If no flammable/combustible liquids are stored, otherwise travel distance <_ 50 Feet MACY'S LOGISTICS agrees to comply with the requirements for fire extinguishers. One extinguisher may provide coverage to a maximum of 4,000 ft2. Fire extinguisher types and locations will be provided by MACY'S LOGISTICS or fire extinguisher vendor and approved by the fire department. Portable fire extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicated the need for placement away from normal paths of travel. Portable fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the location of extinguishers. Rev 11 — MACY'S 17000 Southcenter Pkwy, Tukwilla, 11 'A Page 14 1.J 4.7 Aisle Widths Per IFC 3206.9 (Attachment #12), aisles in sprinklered buildings not accessible to the public with high -piled storage areas exceeding 500 ft2 shall comply with the following: • Aisles shall be a minimum of 44 inches * • Cross aisles used only for employee access between aisles shall be a minimum of 24 inches in width • MACY'S LOGISTICS agrees to maintain a minimum of 4'-0"aisle widths within the rack storage area in order to comply with the sprinkler requirements stated in Section 4.1 of this report. • Required aisles widths shall extend from floor to ceiling. Rack structural supports and catwalks are allowed to cross aisles at a minimum height of 6'-8" above the finished floor level, provided that such supports do not interfere with fire department hose stream trajectory. • Dead end aisles shall not exceed 50 feet MACY'S LOGISTICS agrees to meet the above requirements for aisle widths and dead ends. Additionally, MACY'S LOGISTICS agrees to arrange their floor/palletized storage (if any), such that it does not obstruct the minimum required width of the aisles. 4.8 Housekeeping & Maintenance Per IFC 901.6 and IFC 3205 (Attachment #13), the following are general maintenance and safety requirements: • Rack Structures. The structural integrity of racks shall be maintained • Smoking. Smoking shall be prohibited. Approved "NO SMOKING" signs shall be conspicuously posted. • Ignition sources. Clearance from ignition sources shall be provided. • Aisle Maintenance. When restocking is not being conducted, aisles shall be kept clear of storage, waste materials and debris. Fire department access doors, aisles and exit doors shall be unobstructed. During restocking operations using manual stocking methods, a minimum unobstructed aisle width of 24 inches of the required aisle width shall be maintained in 48 inch or smaller aisles, and a minimum unobstructed aisle width of one-half of the required aisle width shall be maintained in aisles greater than 48 inches. During mechanical stocking operations, a minimum unobstructed aisle width of 44 inches shall be maintained. • Flue Spaces. Flue spaces shall be maintained for rack storage (Rack E only). (Attachment #14). • Fire Protection Systems. Fire protection systems shall be maintained in an operative condition at all times and shall be replaced or repaired where defective Per IFC 901.6 (Attachment #13), non -required fire protection systems (i.e. extinguishing systems, smoke and heat vents, etc.) shall be inspected, tested and maintained or removed. Rev 11— MACY'S 17000 Southcenter Pkwy, Tukwilla, WA Page 15 4.9 Flue Spaces for Rack Storage Per IFC 3208.3 and Table 3208.3 (Attachment #14), flue spaces shall be maintained for rack storage. Where required by the fire code official, required flue spaces in rack storage shall be equipped with approved devices to protect the required flue space. Such devices shall not be moved or modified. Racks A, B, C, D Per IFC Table 3208.3, flue spaces are not required when in -racks are provided at every level. Racks E Double Row Racks*: Transverse — 3 -inches & Longitudinal — 6 -inches Vertically aligned * Transverse Flue Spaces: Random variations (in flue space size) are not allowed, for storage heights >25'. 4.10 Hose Connections Per IFC 3206.8, hose connections are not required unless exit passageways are required by the International Building Code for egress within the high piled storage areas. In this case a Class I standpipe system shall not be provided in accordance with IFC Section 905. Rev 11— MACY'S 17000 Southcenter Pkwy, Tukwilla, WA Page 16 5. Means of Egress A complete exit analysis is outside the scope of this report and, when required, will be provided by the Architect of Record. The following general egress requirements apply to the proposed sprinklered occupancies. (Attachment #15) 5.1 Storage (S-1 Occupancy] • Per IBC 1005.3.2, egress width components other than stairways shall be 0.2 inch/occupant. • Per IBC Table 1006.2.1, spaces with only one exit or exit access doorway shall have a maximum occupant load of 29 and the common path of egress travel shall not exceed 100 feet. Per IBC Table 1017.2 and IFC Table 3206.2 Footnote `j', exit access travel distance shall not exceed 250 feet, where ESFR sprinkler systems are installed and Smoke and Heat Removal is not required (or not installed). o Per IBC 1017.2.2, exit access travel distance can be increased to 400 feet when the portion of the building classified as Group S-1 is limited to one story in height, the minimum height from the finished floor to the bottom of the ceiling or roof slab or deck is 24 feet and the building is equipped throughout with an approved automatic sprinkler system. NOTE: If ESFR sprinkler systems are installed and Smoke and Heat Removal is not provided, then the exit access travel distance cannot be increased to 400 feet. • Per IBC 1020.4, Exception 2, dead ends through common path of egress shall not exceed 50 feet. 5.2 Other Areas - Outside the Scope Unknown and outside the scope of this report. See architectural plans. MACY'S LOGISTICS agrees to meet the above requirements for travel distance. Rev I1— MACY'S 17000 Southcenter Pkwy, Tukwilla, WA Page 17 6. Exposures 6.1 Occupancy Separation MACY'S LOGISTICS is classified as an S-1 occupancy, unless otherwise specified by the Architect of Record. Occupancy separation is not required. Based on IBC Table 508.4, there are no requirements for mixed occupancy fire barrier walls. However there are no occupancy separation requirements between B, F-1 and S-1 Occupancies, should any B and/or F-1 exist within the facility. (Attachment #16) Separation of High -Piled Storage Areas Per IFC 3206.3.2.1 (Attachment #17), the aggregate of all high -piled storage areas within a building shall be used for the application of Table 3206.2 unless such areas are separated from each other by 1 -hour fire barrier walls constructed in accordance with the International Building Code. Openings in such walls shall be protected by opening protective assemblies having a 1 -hour fire protection rating. One hour fire separation is required between MACY'S LOGISTICS and any adjacent tenant spaces. 6.2 Allowable Area and Sideyards The building is existing. No proposed changes to type of construction, building square footage or occupancy unless otherwise specified by the Architect of Record. Rev 11— MACY'S 17000 Southcenter Pkwy, Tukwilla, WA Page 18 7. Conclusion It is the opinion of Klausbruckner & Associates that the above will meet the requirements, and/or intent of the 2015 Edition of the International Fire Code, the 2015 Edition of the International Building Code, the 2018 Edition of Factory Mutual Datasheet 8-9, and the 2016 Edition of NFPA 13 Standard for the Installation of Sprinkler Systems, for the type of occupancy and storage. By way of my signature, MACY'S LOGISTICS agrees to meet the storage conditions required and specified in this report. MACY'S L GISTICS Repre entative - Sign Name MACY'S LOGISTICS Representative - Print Name Date Rev 11 — MACY'S 17000 Southcenler Pkiry, Tukwilla, U4 Page 19 8. Appendix A: Attachments Attachment #1: CONSTRUCTION AND BUILDING DESIGN, AREA OF WORK Attachment #2: OCCUPANCIES Attachment #3: COMMODITY CLASSIFICATION Attachment #4: DESIGNATION OF HIGH PILED STORAGE Attachment #5: GENERAL FIRE PROTECTION & LIFE SAFETY REQUIREMENTS Attachment #6: AUTOMATIC FIRE SPRINKLER SYSTEM - RACK STORAGE AREA #1 Attachment #7: ADDITIONAL PROTECTION REQUIREMENTS Attachment #8: ALARM/MONITORING Attachment #9: BUILDING ACCESS — DOORS & ROADS Attachment #10: SMOKE AND HEAT REMOVAL Attachment #11: PORTABLE FIRE EXTINGUISHERS Attachment #12: AISLE WIDTHS Attachment #13: HOUSEKEEPING & MAINTENANCE Attachment #14: FLUE SPACES FOR RACK STORAGE Attachment #15: MEANS OF EGRESS Attachment #16: OCCUPANCY SEPARATION Attachment #17: SEPARATION OF HIGH -PILED STORAGE AREAS Rev 11— MACY'S 17000 Southcenter Pkwy, Tulnvilla, WA Page 20 L ATTACHMENT #1 BUILDING CONSTRUCTION & DESIGN 9.35v1.1d aav .61oz/603 9 REVISIONS I 29 9D-3‘01. 00V 03SIA111 f 6,00348 ; I, 199 S3SVHd 0391239 6100909 : 9 999 S3SV9e 02 03Sinn 6to9/Inig ' 9 si a N 'sNousvios 30VUOLS 1VN 0 ILYNIGIN I 0 • 1 ' -!' i ; "i. '5L'I • !rz . ,...,!,,,,-,:;,...=.5„5„.;.:1',.• ...I .., '1 ''' . . I stl '`'°i ".'!' '5.-.:','.!•.5''' '' i • k °'["` '"';',5'1`-"L,' '''`` ` L'-/----"- - ..s • , r. • 5 . •-Th^ • , 5 , 1 f . ! .. - .. ....! . ...a . .. .."......,..— lo . , -i'.' !L.. i 4 1 c -1! W _1e I U) 0> !!•!'e, R3 01', i!! 4 . c .,, .......-...! * _1 i co i. - — — -., . „,2 1 c , a) 0 co > 13< 17) i3 6 0 ,.... •:, ,a3 c E D _C 0 t 1-• u) cn -6 o 0 (0 > (u(I) 0 c o ct u)c d) 0_ (13 on ; EL) 0 al 0 < CD 1Y 0 w 5 z N o (15 0 ! E z 222 22 22 22 1— LJJ CC 42 8 ! 9 ^; ' • .:„ 1 1jole;i i 1 1 92 Yr. ilr oes 0m1 nit w.1 PRI awl 1E1 0,0 nod 'PR 4•1 NM.. SI/ 2 1,, Ili% "rs 9 VLSO I, S3I1S1001 S.A3VIN (1102014,4 ISSI 0Z101.0Z - .1.1401030V1a321 3131/1,1 Z15101.1.510 ON ONIMHb10 • 1 ' -!' i ; "i. '5L'I • !rz . ,...,!,,,,-,:;,...=.5„5„.;.:1',.• ...I .., '1 ''' . . I stl '`'°i ".'!' '5.-.:','.!•.5''' '' i • k °'["` '"';',5'1`-"L,' '''`` ` L'-/----"- - ..s • , r. • 5 . •-Th^ • , 5 , 1 f . ! .. - .. ....! . ...a . .. .."......,..— lo . , -i'.' !L.. i 4 1 c -1! W _1e I U) 0> !!•!'e, R3 01', i!! 4 . c .,, .......-...! * _1 i co i. - — — -., . „,2 1 c , a) 0 co > 13< 17) i3 6 0 ,.... •:, ,a3 c E D _C 0 t 1-• u) cn -6 o 0 (0 > (u(I) 0 c o ct u)c d) 0_ (13 on ; EL) 0 al 0 < CD 1Y 0 w 5 z N o (15 0 ! E z 222 22 22 22 1— LJJ CC 42 8 ! ^; ' • .:„ 1 1jole;i i 1 1 92 Yr. ilr oes 0m1 nit w.1 PRI awl 1E1 0,0 nod 'PR 4•1 ATTACHMENT #2 OCCUPANCIES CHAPTER 3 USE AND OCCUPANCY CLASSIFICATION User note: Code change proposals to sections preceded by the designation [F] will be considered by the International Fire Code Development Committee during the 2016 (Group B) Code Development Cycle. See explanation on page iv. SECTION 301 GENERAL 301.1 Scope. The provisions of this chapter shall control the classification of all buildings and structures as to use and occupancy. SECTION 302 CLASSIFICATION 302.1 General. Structures or portions of structures shall be classified with respect to occupancy in one or more of the groups listed in this section. A room or space that is intended to be occupied at different times for different purposes shall comply with all of the requirements that are applicable to each of the purposes for which the room or space will be occupied. Structures with`multiple occupancies or uses shall comply with Section 508. Where a structure is proposed for a purpose that is not specifically provided for in this code, such structure shall be classified in the group that the occupancy most nearly resembles, according to the fire safety and rela- tive hazard involved. 1. Assembly (see Section 303): Groups A-1, A-2, A-3, A-4 and A-5. 2. Business (see Section 304): Group B. 3. Educational (see Section 305): Group E. 4. Factory and Industrial (see Section 306): Groups F-1 and F-2. 5. High Hazard (see Section 307): Groups H-1, H-2, H-3, H-4 and H-5. 6. Institutional (see Section 308): Groups I-1, I-2, I-3 and I-4. 7. Mercantile (see Section 309): Group M. 8. Residential (see Section 310): Groups R-1, R-2, R-3 and R-4. 9. Storage (see Section 311): Groups S-1 and S-2. 10. Utility and Miscellaneous (see Section 312): Group U. SECTION 303 ASSEMBLY GROUP A 303.1 Assembly Group A. Assembly Group A occupancy includes, among others, the use of a building or structure, or a portion thereof, for the gathering of persons for purposes such as civic, social or religious functions; recreation, food or drink consumption or awaiting transportation. 303.1.1 Small buildings and tenant spaces. A building or tenant space used for assembly purposes with an occupant load of less than 50 persons shall be classified as a Group B occupancy. 303.1.2 Small assembly spaces. The following rooms and spaces shall not be classified as Assembly occupancies: 1. A room or space used for assembly purposes with an occupant load of less than 50 persons and accessory to another occupancy shall be classified as a Group B occupancy or as part of that occupancy. 2. A room or space used for assembly purposes that is less than 750 square feet (70 m2) in area and acces- sory to another occupancy shall be classified as a Group B occupancy or as part of that occupancy. 303.1.3 Associated with Group E occupancies. A room or space used for assembly purposes that is associated with a Group E occupancy is not considered a separate occu- pancy. 303.1.4 Accessory to places of religious worship. Accessory religious educational rooms and religious audi- toriums with occupant loads of less than 100 per room or space are not considered separate occupancies. 303.2 Assembly Group A-1. Group A-1 occupancy includes assembly uses, usually with fixed seating, intended for the production and viewing of the performing arts or motion pic- tures including, but not limited to: Motion picture theaters Symphony and concert halls Television and radio studios admitting an audience Theaters 303.3 Assembly Group A-2. Group A-2 occupancy includes assembly uses intended for food and/or drink consumption including, but not limited to: Banquet halls Casinos (gaming areas) Nightclubs Restaurants, cafeterias and similar dining facilities (including associated commercial kitchens) Taverns and bars 303.4 Assembly Group A-3. Group A-3 occupancy includes assembly uses intended for worship, recreation or amusement and other assembly uses not classified elsewhere in Group A including, but not limited to: Amusement arcades Art galleries Bowling alleys Community halls 2015 INTERNATIONAL BUILDING CODE® 41 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckncr on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. INTERNATIONAL CODE COUNCIL! ,.r I i USE AND OCCUPANCY CLASSIFICATION 310.3 Residential Group R-1. Residential Group R-1 occu- pancies containing sleeping units where the occupants are primarily transient in nature, including: Boarding houses (transient) with more than 10 occupants Congregate living facilities (transient) with more than 10 occupants Hotels (transient) Motels (transient) 310.4 Residential Group R-2. Residential Group R-2 occu- pancies containing sleeping units or more than two dwelling units where the occupants are primarily permanent in nature, including: Apartment houses Boarding houses (nontransient) with more than 16 occupants Congregate living facilities (nontransient) with more than 16 occupants Convents Dormitories Fraternities and sororities Hotels (nontransient) Live/work units Monasteries Motels (nontransient) Vacation timeshare properties 310.5 Residential Group R-3. Residential Group R-3 occu- pancies where the occupants are primarily permanent in nature and not classified as Group R-1, R-2, R-4 or I, includ- ing: Buildings that do not contain more than two dwelling units Boarding houses (nontransient) with 16 or fewer occupants Boarding houses (transient) with 10 or fewer occupants Care facilities that provide accommodations for five or fewer persons receiving care Congregate living facilities (nontransient) with 16 or fewer occupants Congregate living facilities (transient) with 10 or fewer occupants Lodging houses with five or fewer guest rooms 310.5.1 Care facilities within a dwelling. Care facilities for five or fewer persons receiving care that are within a single-family dwelling are permitted to comply with the International Residential Code provided an automatic sprinkler system is installed in accordance with Section 903.3.1.3 or Section P2904 of the International Residen- tial Code. 310.5.2 Lodging houses. Owner -occupied lodging houses with five or fewer guest rooms shall be permitted to be constructed in accordance with the International Residen- tial Code. 310.6 Residential Group R-4. Residential Group R-4 occu- pancy shall include buildings, structures or portions thereof for more than five but not more than 16 persons, excluding staff, who reside on a 24-hour basis in a supervised residen- tial environment and receive custodial care. Buildings of 50 INTERNATIONAL CODE COUNCir Group R-4 shall be classified as one of the occupancy condi- tions specified in Section 310.6.1 or 310.6.2. The persons receiving care are capable of self-preservation. This group shall include, but not be limited to, the following: Alcohol and drug centers Assisted living facilities Congregate care facilities Group homes Halfway houses Residential board and care facilities Social rehabilitation facilities Group R-4 occupancies shall meet the requirements for construction as defined for Group R-3, except as otherwise provided for in this code. 310.6.1 Condition 1. This occupancy condition shall include buildings in which all persons receiving custodial care, without any assistance, are capable of responding to an emergency situation to complete building evacuation. 310.6.2 Condition 2. This occupancy condition shall include buildings in which there are any persons receiving custodial care who require limited verbal or physical assis- tance while responding to an emergency situation to com- plete building evacuation. SECTION 3_1714"k STORAGE,GROUP S -- 1 Storage" Group s Storage Gr '111{4'ps S nee includes others, .the use of ahuildrng or struct�i portion t'117:67for storage that`is ot,classtfied as any ous occupancy` , ' ' 311A.11 �iccessoryistorage space fors€orage purposess.fhat-is,less1 ') ill° area and accessory to anotlte: classified as part of that occupancy. such rooms or spaces,shall ni t exce its of Section 5W/C,'-`1I ' .2 Madexate hazard storag j Group S- torage Group S 1 occupancies are buildings occupiedpfor storage dsessthat- are not classt el as group S 2. including,jbnt of ]united to. storageofthe following: Aerosols; Levels 2 :Aircraft hangar (storag ;Bags:•cloth,"burl ap and ambobs and rattan Baskets Belting canvas and leather Books and paper in rolls yr pa Boots and shoes Buttons, incladmg clod covered, pearl 0 ".- Cardboard and cardboari boxes i - Clothing, woolen wearing appar€ Cordage T?ii, boat storage (indoor Furniture Furs Glues, mucilage, pastes and size i I room,�r space`used-re 100 square feet (9 33 occupancy shall er s 13,E is aggregate area of edlfhe• allowable area 2015 INTERNATIONAL BUILDING CODE® Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckner on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. • iorns and combs Jother than celluttrtt � • 'L Lumber: °'motor°vehicle repair garages complying a h, ilie ma imum allowable yuan es ofhazaidous mat lis'i° 'able;'307:1() see ectiiri406:8) • otongravangs,4. Togo...fF,`z 2• esiitent oorfng • fires j1jl storage.ofd ccoctgars;Igarettes and :snu p o'lstery rand mattresses ax, 311.3 Low -hazard storage, Group S-2. Storage Group S-2 occupancies include, among others, buildings used for the storage of noncombustible materials such as products on wood pallets or in paper cartons with or without single thick- ness divisions; or in paper wrappings. Such products are per- mitted to have a negligible amount of plastic trim, such as knobs, handles or film wrapping. Group S-2 storage uses shall include, but not be limited to, storage of the following: Asbestos Beverages up to and including 16 -percent alcohol in metal, glass or ceramic containers Cement in bags Chalk and crayons Dairy products in nonwaxed coated paper containers Dry cell batteries Electrical coils Electrical motors Empty cans Food products Foods in noncombustible containers Fresh fruits and vegetables in nonplastic trays or containers Frozen foods Glass Glass bottles, empty or filled with noncombustible liquids Gypsum board Inert pigments Ivory Meats Metal cabinets Metal desks with plastic tops and trim Metal parts Metals Mirrors Oil -filled and other types of distribution transformers Parking garages, open or enclosed Porcelain and pottery Stoves Talc and soapstones Washers and dryers USE AND OCCUPANCY CLASSIFICATION SECTION 312 UTILITY AND MISCELLANEOUS GROUP U 312.1 General. Buildings and structures of an accessory character and miscellaneous structures not classified in any specific occupancy shall be constructed, equipped and main- tained to conform to the requirements of this code commen- surate with the fire and life hazard incidental to their occupancy. Group U shall include, but not be limited to, the following: Agricultural buildings Aircraft hangars, accessory to a one- or two-family residence (see Section 412.5) Barns Carports Fences more than 6 feet (1829 mm) in height Grain silos, accessory to a residential occupancy Greenhouses Livestock shelters Private garages Retaining walls Sheds Stables Tanks Towers 2015 INTERNATIONAL BUILDING CODE® 51 Copyright to, or licensed by. ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckner on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. INTERNATIONAL CODE COUNCIL! ATTACHMENT #3 COMMODITY CLASSIFICATION CHAPTER 32 HIGH -PILED COMBUSTIBLE STORAGE SECTION 3201 GENERAL 3201.1 Scope. High piled combustible storage shall be in accordance with this chapter. In addition to the requirements of this chapter, the following material -specific requirements shall apply: 1. Aerosols shall be in accordance with Chapter 51. 2. Flammable and combustible liquids shall be in accor- dance with Chapter 57. 3. Hazardous materials shall be in accordance with Chap- ter 50. 4. Storage of combustible paper records shall be in accor- dance with NFPA 13. 5. Storage of combustible fibers shall be in accordance with Chapter 37. 6. General storage of combustible material shall be in accordance with Chapter 3. 3201.2 Permits. A permit shall be required as set forth in Section 105.6. 3201.3 Construction documents. At the time of building permit application for new structures designed to accommo- date high -piled storage or for requesting a change of occu- pancy/use, and at the time of application for a storage permit, plans and specifications shall be submitted for review and approval. In addition to the information required by the Inter- national Building Code, the storage permit submittal shall include the information specified in this section. Following approval of the plans, a copy of the approved plans shall be maintained on the premises in an approved location. The plans shall include all of the following: 1. Floor plan of the building showing locations and dimensions of high piled storage areas. 2. Usable storage height for each storage area. 3. Number of tiers within each rack, if applicable. 4. Commodity clearance between top of storage and the sprinkler deflector for each storage arrangement. 5. Aisle dimensions between each storage array. 6. Maximum pile volume for each storage array. 7. Location and classification of commodities in accor- dance with Section 3203. 8. Location of commodities that are banded or encapsu- lated. 9. Location of required fire department access doors. 10. Type of fire suppression and fire detection systems. 11. Location of valves controlling the water supply of ceiling and in -rack sprinklers. 2015 INTERNATIONAL FIRE CODE® Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED): accessed by Ellie Klausbruckncr on 12. Type, location and specifications of smoke removal and curtain board systems. 13. Dimension and location of transverse and longitudinal flue spaces. 14. Additional information regarding required design fea- tures, commodities, storage arrangement and fire pro- tection features within the high -piled storage area shall be provided at the time of permit, when required by the fire code official. 3201.4 Evacuation plan. Where required by the fire code official, an evacuation plan for public accessible areas and a separate set of plans indicating location and width of aisles, location of exits, exit access doors, exit signs, height of stor- age, and locations of hazardous materials shall be submitted at the time of permit application for review and approval. Fol- lowing approval of the plans, a copy of the approved plans shall be maintained on the premises in an approved location. SECTION 3202 DEFINITIONS 3202.1 Definitions. The following terms are defined in Chap- ter 2: ARRAY. ARRAY, CLOSED. AUTOMATED RACK STORAGE. BIN BOX. COMMODITY. EARLY SUPPRESSION FAST -RESPONSE (ESFR) SPRINKLER. EXPANDED PLASTIC. EXTRA -HIGH -RACK COMBUSTIBLE STORAGE. HIGH -PILED COMBUSTIBLE STORAGE. HIGH -PILED STORAGE AREA. LONGITUDINAL FLUE SPACE. MANUAL STOCKING METHODS. MECHANICAL STOCKING METHODS. SHELF STORAGE. SOLID SHELVING. TRANSVERSE FLUE SPACE. SECTION 3203 ;- COMMODITY CLASSIFICATION 3203.1 Classification of commodities: Commodities shall be classified as Class I, 'kill, "lY,or high hazard in accordance with this section. Materials listed within each .commodity 287 Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. til WEI awl HIGH -PILED COMBUSTIBLE STORAGE classificationpare 'asstiined o be';i tiiiaodified for improve, combustibility "`characteristics. Use'of ilalne-retarding modil�i=; rs-orthe physical`form of the materialycould change.the;clas- . sification • See: Section .3203.7 for classification of Group A, C, iastics:� ;, > 4 3203.2 Class I commodities. Class I commodities are essen- tially noncombustible products on wooden pallets, in ordi- nary corrugated cartons with or without single -thickness dividers, or in ordinary paper wrappings with or without pal- lets. Class I commodities are allowed to contain a limited amount of Group A plastics in accordance with Section 3203.7.4. Examples of Class I commodities include, but are not limited to, the following: Alcoholic beverages not exceeding 20 -percent alcohol Appliances noncombustible, electrical Cement in bags Ceramics Dairy products in nonwax-coated containers (excluding bottles) Dry insecticides Foods in noncombustible containers Fresh fruits and vegetables in nonplastic trays or containers Frozen foods Glass Glycol in metal cans Gypsum board Inert materials, bagged Insulation, noncombustible Noncombustible liquids in plastic containers having less than a 5 -gallon (19 L) capacity Noncombustible metal products 3203.3 Class II commodities. Class II commodities are Class I products in slatted wooden crates, solid wooden boxes, multiple -thickness paperboard cartons or equivalent combustible packaging material with or without pallets. Class II commodities are allowed to contain a limited amount of Group A plastics in accordance with Section 3203.7.4. Exam- ples of Class II commodities include, but are not limited to, the following: Alcoholic beverages not exceeding 20 -percent alcohol, in combustible containers Foods in combustible containers Incandescent or fluorescent light bulbs in cartons _Thinly coated fine wire on reels or in:cartons 3203 4 Class lll eoiprriodiities, Class ill; commodities .are: commaditie5 ofd ood, paper, natua14fiber'cloth, or Group, Ct plastics ar:producis ther bf, Wi h orivvi(hout pallets_ Products1 i ;Rare"allowed to coiitain limited amounts of Group"A or B plas-i tics, such as metat bicycles witl%litastic handles; Pedals„ 'seats and tires ,Grouli�AF'plastics shall;: be`liinited in ;accordance with Section 32031.4_ Examples 'Of ,tlass 'Ill commodities include, but are not limited to, the following: Aerosol, Level 1 (see Chapter 51) Biomass briquettes, bagged, and static piles Biomass pellets, bagged, and static piles Charcoal Combustible fiberboard Cork, baled Corn cobs, static piles Corn stover, baled and chopped Feed, bagged Fertilizers, bagged Firewood Food in plastic containers Forest residue, round wood or chipped (branches, bark, cross -cut ends edgings and treetops) Furniture:, wood, natural be uphc lsteredZ ,nonplastic, wtiod ptwirietal withIlastiadded and ft 4Veied--arm ^rests Glycol in combustible containers not exceeding 25 percent Lubricating or hydraulic fluid in metal cans Lumber Mattresses, excluding foam rubber and foam plastics Noncombustible liquids in plastic containers having a capacity of more than 5 gallons (19 L) Paints, oil base, in metal cans Paper, waste, baled Paper and pulp, horizontal storage, or vertical storage that is banded or protected with approved wrap Paper in cardboard boxes Peanut hulls, bagged, and static piles Pillows, excluding foam rubber and foam plastics Plastic -coated paper food containers Plywood Rags, baled Recovered construction wood Rice hulls, bagged, and static piles Rugs, without foam backing Seasonal grasses, baled and chopped Straw, baled Sugar, bagged Wood, baled Wood chips, bagged, and static piles Woody biomass, round wood or chipped (vase -shaped stubby bushes, bamboo, willows; branches, bark and stem wood) Wood doors, frames and cabinets Wood pellets, bagged, and static piles Yarns of natural fiber and viscose 203 5 `Cla s Ar c`©mt lodt ie Class IV omi i6dities are Class i;,TI orlll products containneitie tp'A.piastics;in ordi- ' C,�ti 1s.9", nary -corrugated cartons and €Class =tl .and TIT .products "with Group AJplastie .packaging, w or without pallets �;Group B ,plastic`s :and free flowing ,G.roup %1astics are also inciinded in this elas': 'he total amourigif nonfree flowingr.Group A plastics;shall Ti in accordance ;yith -4Section 3203.7.4:SExam- i pies of Class°7V cothmodifleOnclu"de, blit are root liiiiited fo, the following: Aerosol, Level 2 (see Chapter 51) Alcoholic beverages, exceeding 20 -percent but less than 80 -percent alcohol, in cans or bottles in cartons Clothing, synthetic or nonviscose Combustible metalyroducts(solid) • Furniture; plastic upholstered :71 I i I i i I 288 2015 INTERNATIONAL FIRE CODE® Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED): accessed by Ellie Klausbruckncr on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. Furniture, wood or metal with plastic covering and padding Glycol in combustible containers (greater than 25 percent and less than 50 percent) Linoleum products Paints, oil base in combustible containers Pharmaceutical, alcoholic elixirs, tonics, etc. Rugs, foam back Shingles, asphalt Thread or yarn, synthetic or nonviscose 4316 ,High-hazard commodities Hi ;h hazard ?co. res e high-hazard products_.presetitii special fe_azards ieyood those of ClasslV Group A plastics_riot otherwise classified are included_in this _class Examples high-hazard' commodities_include, but'are not limited:to. the following " Aerosol, Level 3 (see Chapter 51) Alcoholic beverages, exceeding 80-percent alcohol, in bottles or cartons Commodities of any class in plastic containers in carousel storage Flammable solids (except solid combustible metals) Glycol in combustible containers (50 percent or greater) Lacquers that dry by solvent evaporation, in metal cans or cartons Lubricating or hydraulic fluid in plastic containers Mattresses,` foam rubber or"foam plastics Pallets and flats that are idle combustible Paper and pulp, rolled, in vertical storage that is unbanded or not protected with an approved wrap Paper, asphalt, rolled, horizontal storage Paper, asphalt, rolled, vertical storage Pillows, foam rubber and foam plastics Pyroxylin Rubber tires Vegetable oil and butter in plastic containers 2113.7 Ciassificatitniof plastics. Plastics°shall be designated as .Group: t , B Or'-:0- in,accordance with Sections "3203.7.1 . i through 3203.7 4 , '3203.74 Group .:'plastics.- Group A. plastics ;Are plastic -c: erials.having a hea 'of combustion that is much higher that of ordinary combustibles and',a burning rate; than that of Group B plastics: Examples of Group, astics nclude;'but are,not limited to, the: following: ABS (acrylonitrile-butadiene-styrene copolymer) Acetal (polyformaldehyde) Acrylic (polymethyl methacrylate) Butyl rubber EPDM (ethylene propylene rubber) FRP (fiberglass-reinforced polyester) Natural rubber (expanded) HIGH -PILED COMBUSTIBLE STORAGE Nitrile rubber (acrylonitrile butadiene rubber) PET or PETE (polyethylene terephthalate) Polybutadiene Polycarbonate Polyester elastomer Polyethylene Polypropylene Polystyrene (expanded and unexpanded) Polyurethane (expanded and unexpanded) PVC (polyvinyl chloride greater than 15 -percent plasti- cized, e.g., coated fabric unsupported film) SAN (styrene acrylonitrile) SBR (styrene butadiene rubber) 3203.7.2 Group B plastics. Group B plastics are plastic materials having a heat of combustion and a burning rate higher than that of ordinary combustibles, but not as high as those of Group A plastics. Examples of Group B plas- tics include, but are not limited to, the following: Cellulosics (cellulose acetate, cellulose acetate butyr- ate, ethyl cellulose) Chloroprene rubber Fluoroplastics (ECTFE, ethylene-chlorotrifluoroethyl- ene copolymer; ETFE, ethylene-tetrafluoroethylene copolymer; FEP, fluorinated ethylene -propylene copolymer) Natural rubber (nonexpanded) Nylon (Nylon 6, Nylon 6/6) PVC (polyvinyl chloride greater than 5 -percent, but not exceeding 15 -percent plasticized) Silicone rubber 3203.7.3 Group C plastics. Group C plastics are plastic materials having a heat of combustion and a burning rate similar to those of ordinary combustibles. Examples of Group C plastics include, but are not limited to, the fol- lowing: Fluoroplastics (PCTFE, polychlorotrifluoroethylene; PTFE, polytetrafluoroethylene) Melamine (melamine formaldehyde) Phenol PVC (polyvinyl chloride, rigid or plasticized less than 5 percent, e.g., pipe, pipe fittings) PVDC (polyvinylidene chloride) PVDF (polyvinylidene fluoride) PVF (polyvinyl fluoride) Urea (urea formaldehyde) 3203.7.4 Limited quantities of Group A plastics in mixed commodities. Figure 3203.7.4 shall be used to determine the quantity of Group A plastics allowed to be stored in a package or carton or on a pallet without increasing the commodity classification. 2015 INTERNATIONAL FIRE CODE® 289 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckner on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. ATTACHMENT #4 DESIGNATION OF HIGH -PILED STORAGE AREAS SECTION 3204 DESIGNATION OF HIGH -PILED STORAGE AREAS 3204.10: General i. ;7iileCl,storage;:areas,.and portions of high jailed to gie;p eas intended for, storage of a rdifferent commodity. class"thantadjacentareas~;shall'be designed and specifically"designated o contain Class'fT„Class Il; Class Ili, r..Class IV n 9 igh hazard,,OOttim hies. ,The designation of a high paler conibuslible' 7arage; area,;:or ',portion -thereof •' "„ten ::s Intended f r o€orrage i la dif erer tkcommodity class; shall be • bawl] on x e i fest azar c mmo icy class stored'except as': t';provided=in `e.,:on 3' 14xix 3204.2 Designation based on engineering analysis. The designation of a high piled combustible storage area, or por- tion thereof, is allowed to be based on a lower hazard class than that of the highest class of commodity stored when a limited quantity of the higher hazard commodity has been demonstrated by engineering analysis to be adequately pro- tected by the automatic sprinkler system provided. The engi- neering analysis shall consider the ability of the sprinkler system to deliver the higher density required by the higher hazard commodity. The higher density shall be based on the actual storage height of the pile or rack and the minimum allowable design area for sprinkler operation as set forth in the density/area figures provided in NFPA 13. The contigu- ous area occupied by the higher hazard commodity shall not exceed 120 square feet (11 m2) and additional areas of higher hazard commodity shall be separated from other such areas by 25 feet (7620 mm) or more. The sprinkler system shall be capable of delivering the higher density over a minimum area of 900 square feet (84 m2) for wet pipe systems and 1,200 square feet (111 m2) for dry pipe systems. The shape of the design area shall be in accordance with Section 903. SECTION 3205 HOUSEKEEPING AND MAINTENANCE 3205.1 Rack structures. The structural integrity of racks shall be maintained. 3205.2 Ignition sources. Clearance from ignition sources shall be provided in accordance with Section 305. 3205.3 Smoking. Smoking shall be prohibited. Approved "No Smoking” signs shall be conspicuously posted in accor- dance with Section 310. 3205.4 Aisle maintenance. When restocking is not being conducted, aisles shall be kept clear of storage, waste mate- rial and debris. Fire department access doors, aisles and exit doors shall not be obstructed. During restocking operations using manual stocking methods, a minimum unobstructed aisle width of 24 inches (610 mm) shall be maintained in 48 - inch (1219 mm) or smaller aisles, and a minimum unob- structed aisle width of one-half of the required aisle width shall be maintained in aisles greater than 48 inches (1219 mm). During mechanical stocking operations, a minimum unobstructed aisle width of 44 inches (1118 mm) shall be maintained in accordance with Section 3206.9. 3205.5 Pile dimension and height limitations. Pile dimen- sions and height limitations shall comply with Section 3207.3. HIGH -PILED COMBUSTIBLE STORAGE 3205.6 Designation of storage heights. Where required by the fire code official, a visual method of indicating the maxi- mum allowable storage height shall be provided. 3205.7 Arrays. Arrays shall comply with Section 3207.4. 3205.8 Flue spaces. Flue spaces shall comply with Section 3208.3. SECTION 3206 GENERAL FIRE PROTECTION AND LIFE SAFETY FEATURES 3206.1 General. Fire protection and life safety features for high piled storage areas shall be in accordance with Sections 3206.2 through 3206.10. 3206.2 Extent and type of protection. Where required by Table 3206.2, fire detection systems, smoke and heat removal and automatic sprinkler design densities shall extend the lesser of 15 feet (4572 mm) beyond the high piled storage area or to a permanent partition. Where portions of high - piled storage areas have different fire protection require- ments because of commodity, method of storage or storage height, the fire protection features required by Table 3206.2 within this area shall be based on the most restrictive design requirements. 3206.3 Separation of high -piled storage areas. High -piled storage areas shall be separated from other portions of the building where required by Sections 3206.3.1 through 3206.3.2.2. 3206.3.1 Separation from other uses. Mixed occupan- cies shall be separated in accordance with the Interna- tional Building Code. 3206.3.2 Multiple high -piled storage areas. Multiple high piled storage areas shall be in accordance with Sec- tion 3206.3.2.1 or 3206.3.2.2. 3206.3.2.1 Aggregate area. The aggregate of all high - piled storage areas within a building shall be used for the application of Table 3206.2 unless such areas are separated from each other by 1-hourfire barriers con- structed in accordance with Section 707 the Interna- tional Building Code. Openings in such fire barriers shall be protected by opening protectives having a 1- hourfire protection rating. 3206.3.2.2 Multiclass high -piled storage areas. High - piled storage areas classified as Class I through IV not separated from high piled storage areas classified as high hazard shall utilize the aggregate of all high -piled storage areas as high hazard for the purposes of the application of Table 3206.2. To be considered as sepa- rated, 1 -hour fire barriers shall be constructed in accordance with Section 707 of the International Build- ing Code. Openings in such fire barriers shall be pro- tected by opening protectives having a 1 -hour fire protection rating. Exception: As provided for in Section 3204.2. 3206.4 Automatic sprinklers. Automatic sprinkler systems shall be provided in accordance with Sections 3207, 3208 and 3209. I 2015 INTERNATIONAL FIRE CODE® 291 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckncr on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. ATTACHMENT #5 GENERAL FIRE PROTECTION & LIFE SAFETY REQUIREMENTS HIGH -PILED COMBUSTIBLE STORAGE TABLE 3206.2 GENERAL FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS COMMODITY CLASS SIZE OF HIGH -PILED STORAGE AREA (square feet) (see Sections 3206.2 and 3206.4) ALLSTORAGEyAREAS l' "a r r Se e tn,ns 3206, 3207.and 3208)h ( ) =�f V r ° - ,• . ,, ,' . SOLiD FILED STORAGE, SHELF, ':. STORAGE AND PALLETIZED' STORAGE ,• �� . ;jy (see SeetioAti7, ) ;° '. `,K $ Automatic fire - extinglils)iin g " s ey S ton 3206.4) ' Firecletection € system (see Section 3206 si 1 Building a access " y(see,`Section ; 3205 fi) 1 ,;;- .; Smoke attd ,,-...removal (see Section 3206.7j' „ Maximum pile °di "(fief) rf -: , . , r° ."tae g€„ Maximus» perrniisible .zstorage.tviit.iitelnituffte a :he ghte, ?(feet)' s ° "• Q ilAawmum N (cable feat) I-IV 0-500 Not Required' Not Required Not Required` Not Required Not Required Not Required Not Required 501-2,500 Required' Yes' t Required` Required 100 40 100,000 2,501-12,000YesNot Public accessible Required Not Required` Not Required 100 40 400,000 2,501-12,000 Nonpublic accessible (Option 1) Yes Not Required Nt Required` Not Required 100 40 400,000 2,501-12,000 Nonpublic accessible (Option 2) Nt Required' Yes Yes Yes' 100 301. 200,000 12,001-20,000 Yes Not Required Yes Yes' 100 40 400,000 20,001-500,000 Yes Not Required Yes Yes' 100 40 400,000 Greater than 500,0005 Yes Not Required Yes Yes' 100 40 400,000 Hi•gh 0-500 Not Required' Not Required Not Required` Not Required 50 Not Required Not Required 501-2,500YesNot Public accessible Required Not Required` Not Required 50 30 75,000 501-2,500 Nonpublic accessible (Option 1) Yes Not Required Not Required` Not Required 50 30 75,000 ,' ha4ard ._ 'rte'• 501-2,500 Nonpublic accessible (Option 2) Req Not Yes Yes Yes' 50 20 50,000 • �a -300,000' .,..4.00,; es •: i" ";x -•. ©f Regtiired Yes' S0 ,000 +' 300,001-500,0005'' Yes Not Required Yes Yes' 50 30 75,000 For SI: 1 foot = 304.8 mm, 1 cubic foot = 0.02832 m', 1 square foot = 0.0929 m'. a Where automatic sprinklers are required for reasons other than those in Chapter 32, the portion of the sprinkler system protecting the high -piled storage area shall be designed and installed in accordance with Sections 3207 and 3208. b. For aisles, see Section 3206.9. c. Piles shall be separated by aisles complying with Section 3206.9. d. For storage in excess of the height indicated, special fire protection shall be provided in accordance with Note g where required by the fire code official. See Chapters 51 and 57 for special limitations for aerosols and flammable and combustible liquids, respectively. e. Section 503 shall apply for fire apparatus access. f. For storage exceeding 30 feet in height, Option 1 shall be used. g. Special tire protection provisions including, but not limited to, fire protection of exposed steel columns; increased sprinkler density; additional in -rack sprinklers, without associated reductions in ceiling sprinkler density; or additional fire department hose connections shall be provided required by the fire code official. h. High -piled storage areas shall not exceed 500,000 square feet A 2 -hour fire wall constructed in accordance with Section 706 the International Building Code shall be used to divide high -piled storage exceeding 500,000 square feet in area i. Not required where an automatic fire -extinguishing system is designed and installed to protect the high -piled storage area in accordance with Sections 3207 and 3208. j. Not required where storage areas are protected by either early suppression fast response (ESFR) sprinkler systems or control mode special application sprinklers with a response time index of 50 (m • sr or less that are listed to control a fire in the stored commodities with 12 or fewer sprinklers, installed in accordance with NFPA 13. 292 2015 INTERNATIONAL FIRE CODE® Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckncr on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. rt A Owl U U log A V v lob U ATTACHMENT #6 RACK AREAS A-E AUTOMATIC FIRE SPRINKLER SYSTEM REQUIREMENTS ATTACHMENT #6 RACK AREAS A-E FM IN -RACK SPRINKLER SYSTEM REQUIREMENTS 8-9 Storage of Class 1, 2, 3, 4 and Plastic Commodities Page 30 FM Global Property Loss Prevention Data Sheets ©2010-2018 Factory Mutual Insurance Company. All rights reserved. • RACKS 'E' 8-9 Storage of Class 1, 2, 3, 4 and Plastic Commodities Page 30 FM Global Property Loss Prevention Data Sheets ©2010-2018 Factory Mutual Insurance Company. All rights reserved. Storage of Class 1, 2, 3, 4 and Plastic Commodities 8-9 FM Global Property Loss Prevention Data Sheets RACKS 'A, B, C, D' Page 45 Will the storage racks be equipped with solid shelves greater than 64 ft2 (6.0 m2)? Will the storage racks meet the requirements to be open -frame?** Yes Will the highest commodity hazard be Class 3 or less? Will the highest commodity hazard be cartoned unexpanded plastics or less? Will the highest commodity hazard be cartoned expanded plastics? The maximum recommended vertical increment for in -rack sprinklers is 10 ft (3.0 m).* es No Yes Yes Yes In -rack sprinklers are needed below all tier levels with solid shelves greater than 64 ft2 (6.0 m2).* Maximum recommended vertical in -rack sprinkler increments are 10 ft (3.0 m) for uncartoned plastic commodities and 15 ft (4.5 m) for all other commodity hazards.* The maximum recommended vertical increment for in -rack sprinklers is 25 ft (7.5 m).* The maximum recommended vertical increment for in -rack sprinklers is 20 ft (6.0 m).* The maximum recommended vertical increment for in -rack sprinklers is 15 ft (4.5 m).* *Limit the storage above the top level of in -rack sprinklers to 10 ft (3.0 m) maximum **See the definition for open -frame rack in Appendix A. See guidelines regarding open -top containers if they are present. Fig_ 5. Recornimancdedvertical in -rack sprinkler increments ©2010-2018 Factory Mutual Insurance Company. All rights reserved. Storage of Class 1, 2, 3, 4 and Plastic Commodities 8-9 FM Global Property Loss Prevention Data Sheets RACKS 'E' Page 45 Will the storage racks be equipped with solid shelves greater than 64 ft2 (6.0 m2)? No Will the storage racks meet the requirements to be open -frame?** Yes In -rack sprinklers are needed below all tier levels with solid shelves greater than 64 ft2 (6.0 m2).* Maximum recommended vertical in -rack sprinkler increments are 10 ft (3.0 m) for uncartoned plastic commodities and 15 ft (4.5 m) for all other commodity hazards.* Will the highest commodity hazard be Class 3 or less? No Will the highest commodity hazard be cartoned unexpanded plastics or less? The maximum recommended vertical increment for in -rack sprinklers is 25 ft (7.5 m).* The maximum recommended vertical increment for in -rack sprinklers is 20 ft (6.0 m).* Will the highest commodity hazard be cartoned expanded plastics? The maximum recommended vertical increment for in -rack sprinklers is 10 ft (3.0 m).* Yes The maximum recommended vertical increment for in -rack sprinklers is 15 ft (4.5 m).* *Limit the storage above the top level of in -rack sprinklers to 10 ft (3.0 m) maximum **See the definition for open -frame rack in Appendix A. See guidelines regarding open -top containers if they are present. Fig. .15. Recommended vertical in -rack sprinkler increments ©2010-2018 Factory Mutual Insurance Company. All rights reserved. C r C r c 6.4 C C C C a J n L.+ C 8-9 Storage of Class 1, 2, 3, 4 and Plastic Commodities Page 36 FM Global Property Loss Prevention Data Sheets RACKS 'A' ( Will the storage be in open -top containers? Yes (See Section 2.2.5.1\ to determine the /I recommended honzontal in -rack spnnkler arrangement. WII the multiple -row racks be equipped with honzontal barners? Figure 10 if solid barriers are used 0 The in -rack layout shown in Figure 10 is acceptable. WII the multiple -row racks meet the requirements to be open -frame?' Wig the maximum ceiling height be over 25 ft (7.5 m)? The in -rack layout shown in Figure 10 is acceptable. MULTI ROW RACKS Yes The in -rack layout shown in Figure 14 is needed. The in -rack layout (howl in Figure 14 is needed. WII the maximum ceiling height be over 450(13.5w) or the maximum storage height over 25 ft (7.5 m' WII the highest commodity hazard be Class 3 or less. WII the maximum ceiling height be 25 ft (7.5 m) or less. Will the commodity hazard be uncartoned plastics? WII the maximum ceiling height be 35 ft (10.5 m) or less. The in -rack layout shown in Figure 14, or from Section 2.3.6, is needed. The in -rack layout shown in Figure 10 is acceptable. 'See the definition for open -frame rack in Appendix A. See guidelines regarding open -top combustible containers if they are present. The in -rack layout shown in Figure 10 is acceptable. The in -rack layout shown in Figure 14 is needed. The in -rack layout shown in Figure 10 is acceptable. Fig. 7. Recommended horizontal in -rack sprinkler arrangements for multiple -row racks 2.3.4.6.1 Horizontal Lay -Outs for IRAS(EO) In -Rack Sprinkler Arrangements 2.3.4.6.1.1 Figures 8, 9, and 10 represent IRAS(EO) in -rack sprinkler arrangements for single -row, double - row, and multiple -row rack storage arrangements, respectively. Figure 9 applies to double -row racks that are no deeper (aisle face to aisle face) than 9 ft (2.7 m). These types of in -rack sprinkler arrangements can be used when a minimum 6 in. (150 mm) vertical clearance is provided between the in -rack sprinkler deflector and the top of storage in combination with any of the following additional conditions: 1. Class 1, 2 or 3 commodities in closed -top containers are maintained in open -framed racks, the storage height does not exceed 25 ft (7.5 m), and the ceiling height does not exceed 45 ft (13.5 m), or 2. Class 4 or cartoned plastic commodities in closed -top containers are maintained in open -framed racks, the storage height does not exceed 25 ft (7.5 m) and the ceiling height does not exceed 35 ft (10.5 m), or 3. Closed -top uncartoned plastic commodities are maintained in open -framed racks and the ceiling height does not exceed 25 ft (7.5 m), or 4. Storage racks are equipped with solid shelves not exceeding 64 ft2 (6.0 m2) in area and the ceiling height does not exceed 25 ft (7.5 m), or 5. Closed -top container storage is maintained in racks equipped with horizontal barriers. ©2010-2018 Factory Mutual Insurance Company. All rights reserved. Storage of Class 1, 2, 3, 4 and Plastic Commodities 8-9 FM Global Property Loss Prevention Data Sheets Page 39 RACKS 'A' 10ft(3.0m) max. between every other transverse flue space t Loading Aisle x x x X x x X X X X X X X X X x X X X IRAS (ETL) IN -RACKS AT EVERY TIER LEVEL (ETL) AT EVERY OTHER TRANSVERSE FLUE SPACE Loading Aisle 1 4ft(1.2m) min. between every other transverse flue space -t- Fig. 10. Plan view of IRAS(EO) in -rack sprinkler arrangement for multiple -row racks Figure 10 if solid barriers are used ©2010-2018 Factory Mutual Insurance Company. All rights reserved. Storage of Class 1, 2, 3, 4 and Plastic Commodities 8-9 FM Global Property Loss Prevention Data Sheets RACKS '6, C, D' Page 33 Will the storage be m open -top containers, 0 See Section 225.1 to determine the recommended horizontal in -rack sprinkler arrangement WIIa minimum 6 in. (150 mm) vertical clearance be p ovided between the top of st rage and the in -rack prinkler dell ctor, The in -rack layout shown in Figure 11 is needed no Nal the single -row racks be equipped with horizontal bamers? The in -rack layout shown in Figure 6 is acceptable. Will the single row racks be equipped with solid shelves greater than 64 ft° (6.0 m°) in area? The in -rack layout shown in Figure 8 is acceptable. NSU the single -row racks meet the requirements to be open -frame, Imo the maximum ceiling height be over 25 ft (7.5 m)? The in -rack layout shown in Figure 8 is acceptable. SINGLE ROW RACKS Yes Yes The in-ra k layout shown in gure 11 is needed. The in -rack layout shown in Figure 11 is needed. Will the maximum ceiling height be over 45 ft (13.5 m) or the maximum storage height be over 25 ft (7.5 m)? Will the highest commodity hazard be Class 3 or less? Wit the maximum ceiling height be 25 ft (7.5 m) or less, Wil the commodity hazard be uncanoned plastics? wn the maximum ceiling height be 35 ft (10.5 m) or less, The in -rack layout shown in Figure 11, or from Section 2.3.6, is needed. The in -rack layout shown in Figure 8 is acceptable. 'See the definition for open -frame rack in Appendix A See guidelines regarding open -top combustible containers if they are present The m-ra k layout shown in Figure 8 is accep able The in -r ck layout shown in Figure 11 is needed. The in -r ck layout shown in Figure 8 is acceptable. Fig. '4. Recommended horizontal in -rack sprinkler arrangements for single -row, racks ©2010-2018 Factory Mutual Insurance Company. All rights reserved. 8-9 Storage of Class 1, 2, 3, 4 and Plastic Commodities Page 40 FM Global Property Loss Prevention Data Sheets RACKS 'B, C, D' 2.3.4.6.2 Horizontal Lay -Outs for IRAS(E) In -Rack Sprinkler Arrangements 2.3.4.6.2.1 Figures 11, 12, 13, and 14 represent IRAS(E) arrangements for single -row, double -row, and multiple -row rack storage arrangements. IRAS(E) horizontal in -rack arrangements may be used whenever IRAS(EO) arrangements are acceptable, but are required for conditions where IRAS(EO) arrangements are unacceptable. 2.3.4.6.2.2 The in -rack sprinkler arrangement indicated in Figure 12 is acceptable for double -row racks up to 9 ft (2.7 m) deep. It is also acceptable for double -row racks up to 12 ft (3.6 m) deep for ceiling heights not exceeding 30 ft (9.0 m). For open -frame double -row racks over 9 ft (2.7 m) deep and up to 12 ft (3.6 m) deep not equipped with horizontal barriers under ceilings higher than 30 ft (9.0 m), use the in -rack arrangement indicated in Figure 13. 2.3.4.6.2.3 When arranging protection in accordance with an IRAS(E) arrangement, ensure the maximum horizontal distance between transverse flue spaces is 8 ft (2.4 m). If the horizontal distance between every transverse flue space is greater than 8 ft (2.4 m), install in -rack sprinklers horizontally at the midpoints between transverse flue spaces such that the horizontal distance between in -rack sprinklers does not exceed 8 ft (2.4 m). 2.3.4.6.2.4 Ensure the minimum distance between transverse flue spaces is greater than 2 ft (0.6 m); otherwise, in -rack sprinklers can be installed at every other transverse flue space. 1 8 ft (2.4 m) max. between every transverse flue space T x SINGLE ROW RACKS 1 2 ft (0.6 m) min. between every transverse flue space Fig. 11. Plan view of IRAS(E) in -rack sprinkler arrangement for single -row racks ©2010-2018 Factory Mutual Insurance Company. All rights reserved. 8-9 Storage of Class 1, 2, 3, 4 and Plastic Commodities Page 34 FM Global Property Loss Prevention Data Sheets RACKS 'B, C, D' WII the storage be in open -top containers? Wlla minimum 6 in. (150 mm) vertical clearance be provided between the top of storage and the in -rack spnnlder deflector? Yes See Section 2.2.5.1 to determine the r c mmended horizontal in -rack sprinkler arrangement See Figure 6 to o determine which IRAS(E)in-rack sprinkler arrangement is recommended. Yes WII the double -row racks he equipped with horizontal barriers? Yes WII the double -row racks be equipped with solid shelves greater than 64 ft' (6.0 mc) in area? Yes The in -rack lay -out shown in Figure 9 is acceptable. The in -rack lay -out shown in Figure 9 is acceptable. Will the double -row racks meet the requirements to be open -frame?' Will the maximum ceiling height be over 25 ft (7.5 m)' Ye The in -rack layout shown in Figure 9 is acceptable. DOUBLE ROW RACKS Yes See Figure 6 to determine which IRAS(E) in -rack sprinkler arrangement is recommended. See Figure 6 to determine which IRAS(E) in -rack rprinlder arrangement is recommended. No WII the maximum ceiling height be over 45 ft (13.5 m) or the maximum storage height be over 25 ft (7.5 m)? a WII the highest commodity hazard be Class 3 or less? Yes WII the m ximum ceiling height be 5 ft (7.5 m) or less? Yes Yes WII the commodity haza d be uncartaned plastics? WII the m ximum ceiling height be 5ft (10.5 m) or See Figure 6 to determine which IRAS(E) in -rack sprinkler arrangement is recommended. The in -r ck layout shown in Figure 9 is acce table. 'See the definition for open -frame rack in Appendix A. See guidelines regarding open -top combustible containers if they are present The in ck layout shown in igure 9 is acce table. Yes 'I Yes See Fi ure 6 to determine which IRAS(E in -rack sprinkler arrangement is recommended. The in -r ck layout shown in igure 9 is acce table. Fig. 5, Recommended h©nzaniai in -rack sprinkler arrangements for double -row tacks'' ©2010-2018 Factory Mutual Insurance Company. All rights reserved. Storage of Class 1, 2, 3, 4 and Plastic Commodities 8-9 FM Global Property Loss Prevention Data Sheets RACKS 'B, C, D' Will the double -row racks be equipped with solid shelves greater than 64 ft2 (6.0 m2) in area? No Will the double -row racks be equipped with horizontal barriers? Page 35 DOUBLE ROW RACKS Yes The in -rack layout shown in Figure 12 is acceptable. Will the maximum ceiling height be less than or equal to 30 ft (9.0 m)? CorThe in -rack layout shown in Figure 13, from Section 2.3.6, is needed. Yes Yes The in -rack layout shown in Figure 12 is acceptable. The in -rack layout shown in Figure 12 is acceptable. Fig. 6. Recommended horizontal IRAS(E) in -rack sprinkler arrangements for double -row racks ©2010-2018 Factory Mutual Insurance Company. All rights reserved. Storage of Class 1, 2, 3, 4 and Plastic Commodities 8-9 FM Global Property Loss Prevention Data Sheets RACKS 'B, C, D' Page 41 8 ft (2.4 m) max. between every transverse flue space 1 x x DOUBLE ROW RACKS 2 ft (0.6 m) min. between every transverse flue space r Fig. 12. Plan view of IRAS(E) in -rack sprinkler arrangement in longitudinal flue only for double -row racks ©2010-2018 Factory Mutual Insurance Company. All rights reserved. 8-9 Storage of Class 1, 2, 3, 4 and Plastic Commodities Page 34 FM Global Property Loss Prevention Data Sheets RACKS 'E' WII the storage be in open -top containers? See Section 2.2.5.1 to determine the recommended horizontal ` in -rack sprinkler \\ arrangement. Wlla minimum 6 in. (150 mm) vertical clearance be provided between the top of storage and the in -rack spnnlder deflector, See Figure 6 to determine which IRAS(E) in -rack sprinkler arrangement is recommended. Wll the double -row racks be equipped with horizontal barriers? WIl the double -row racks be equipped with solid shelves greater than 64 ft' (6.0 m') in area, The in -rack lay -out shown in Figure 9 is acceptable. The in -rack lay -out shown in Figure 9 is acceptable. WII the double -row racks meet the requirements to be open -frame, Will the maximum ceiling height be over 25 ft (7.5 m)', Yes Yes See Figure 6 to determine which IRAS(E) in -rack sprinkler arrangement is recommended. The in -rack layout shown in Figure 9 is acceptable. SINGLE ROW RACKS TREATED AS DOUBLE ROW RACKS sprinlder arrangemen)See Figure 6 to determine which IRAS(E) in -rack sprinlder anangement is recommended. No WII the maximum ceiling height be over 45 ft (13.5 m) or the maximum storage height be over 25 ft (7.5 m)? WIl the highest commodity hazard be Class 3 or less, WII the m ximum ceiling height be 5 9 (7.5 m)or le s? WII the commodity hazard be uncartoned plastics? WII them ximum ceiling height be 5 ft (10.5 m) or less, Yes y See Figure 6 to determine which The in -r ck layout IRAS(E) in -rack shovm in igure 9 is sprinkler arrangement acce table. is recommended. 'See the definition for open -frame rack in Appendix A. See guidelines regarding open -top combustible containers if they are present. The in -r ck layout shown in igure 9 is table. See Fi ure 6 to determi e which IRAS(E in -rack sprinkler arrangement is recommended. The in -r ck layout shown in igure 9 is acce table. [Fig, b. Recommended horizontal in=rack sprinkler arrangements for double -row ©2010-2018 Factory Mutual Insurance Company. All rights reserved. ack5 Storage of Class 1, 2, 3, 4 and Plastic Commodities 8-9 FM Global Property Loss Prevention Data Sheets SINGLE ROW RACKS TREATED AS DOUBLE ROW RACKS Page 35 Will the double -row racks be equipped with solid shelves greater than 64 ft2 (6.0 m2) in area? Will the double -row racks be equipped with horizontal barriers? No Will the maximum ceiling height be less than or equal to 30 ft (9.0 m)? No Yes The in -rack layout shown in Figure 13, or from Section 2.3.6, is needed. Yes Yes The in -rack layout shown in Figure 12 is acceptable The in -rack layout shown in Figure 12 is acceptable:. The in -rack layout shown in Figure 12 is acceptable. Fig. 6. Recommended horizontal IRAS(E) in -rack sprinkler arrangements for double -row racks If the highest commodity is not Class III and/or if a minimum 6" cannot be maintained between the top of storage and in -rack sprinklers ©2010-2018 Factory Mutual Insurance Company. All rights reserved. 8-9 Storage of Class 1, 2, 3, 4 and Plastic Commodities Page 42 FM Global Property Loss Prevention Data Sheets RACKS 'E' 8ft(2.4m) max. between every transverse flue space X x X X x x x X X X X X X X X X X IRAS (E) IN -RACKS AT EVERY TRANSVERSE FLUE SPACE AT FACE AND FLUE 2 ft (0.6 m) min. between every transverse flue space r Fig. 13. Plan view of IRAS(E) in -rack sprinkler arrangement for double -row racks ©2010-2018 Factory Mutual Insurance Company. All rights reserved. r.l h a ,J ilend q in; NMI a.) a v n 9.1 r.i IMI r.r rr, A M1+ A Imp +r 8ft(2.4m) max. between every transverse flue space X x X X x x x X X X X X X X X X X IRAS (E) IN -RACKS AT EVERY TRANSVERSE FLUE SPACE AT FACE AND FLUE 2 ft (0.6 m) min. between every transverse flue space r Fig. 13. Plan view of IRAS(E) in -rack sprinkler arrangement for double -row racks ©2010-2018 Factory Mutual Insurance Company. All rights reserved. r.l h a ,J ilend q in; NMI a.) a v n 9.1 r.i IMI r.r rr, A M1+ A Imp +r C r c G L' r W 8-9 Storage of Class 1, 2, 3, 4 and Plastic Commodities Page 46 FM Global Property Loss Prevention Data Sheets 2.3.4.7.1 Vertical Increments of In -Rack Sprinklers in Open -Frame Racks Unless indicated otherwise in this data sheet, limit the height of storage above the top level of in -rack sprinklers to a maximum of 10 ft (3.0 m). 2.3.4.7.1.1 When in -rack sprinklers are needed to supplement ceiling -level sprinklers in open -frame storage racks, the following maximum vertical increments can be used, based on commodity hazard: • Class 1 — 3 Commodities: 25 ft (7.5 m) • Class 4 and Cartoned Unexpanded Plastics: 20 ft (6.0 m) • Cartoned Expanded Plastics: 15 ft (4.5 m) • Uncartoned Plastics: 10 ft (3.0 m) 2.3.4.7.1.2 These maximum vertical increments can be applied to the horizontal in -rack sprinkler layouts indicated in Figures 8 through 11 as well as Figures 13 and 14; however, they do not apply to the horizontal in -rack sprinkler layout shown in Figure 12 when the ceiling height exceeds 30 ft (9.0 m). See Section 2.3.6 for possible exceptions when the ceiling height exceeds 30 ft (9.0 m) high. 2.3.4.7.2 Vertical Increments of In -Rack Sprinklers in Racks Having Solid Shelves 20 to 64 ft2 (2.0 to 6.0 m2) in Area When in -rack sprinklers are needed to supplement ceiling -level sprinklers in storage racks equipped with solid shelves 20 to 64 ft2 (2.0 to 6.0 m2) in area, the following maximum vertical increments can be used, based on commodity hazard: • Class 1 — 4 and Cartoned Plastic Commodities: 15 ft (4.5 m) • Uncartoned Plastics: 10 ft (3.0 m) 2.3.4.7.3 Vertical Increments of In -Rack Sprinklers in Racks Having Solid Shelves Greater than 64 ft2 (6.0 m2) in Area When in -rack sprinklers are needed to supplement ceiling -level sprinklers in storage racks equipped with solid shelves greater than 64 ft2 (6.0 m2) in area, in -rack sprinklers are needed directly under every tier level where these types of shelves are provided. 2.3.4.8 Design Guidelines for Ceiling -Level and In -Rack Sprinklers The design guidelines for in -rack sprinklers are dependent on the commodity being protected, the number of in -rack sprinkler levels installed, and the height of storage above the top level of in -rack sprinklers. The design guidelines for ceiling -level sprinklers that are supplemented with in -rack sprinklers are dependent on the commodity being protected, the horizontal in -rack sprinkler layout provided, and the height of storage above the top level of in -rack sprinklers. 2.3.4.8.1 Design Guidelines for In -Rack Sprinklers 2.3.4.8.1.1 Design in -rack sprinkler systems per in Table 12. 2.3.4.8.1.2 Balance the in -rack sprinkler system water demand with the ceiling -level sprinkler water demand at the point where the two systems are connected. 2.3.4.8.1.3 Unless indicated otherwise, ensure the minimum operating pressure of the in -rack sprinklers is 7 psi (0.5 bar). :Table 2. Hydrariiic sign In -Rack Sprinkler Systems..:� Commodity Hazard Storage Height Above Top Level of IRAS, ft (m) No. of Installed IRAS Levels IRAS Design, No. of Sprinklers IRAS Design, Min. Flow per Sprinkler, gpm (Llmin) Class 1-3 _< 10 (3.0) 1 6 22 (85) 2 or more 10 (5 on 2 levels) 22 (85) Class 4 and Plastics <_ 10 (3.0) 1 8 30 (115) '(' 2 or more 14 (7 on 2 levels) 30 (115) �c in -rack sprinkler water demand ©2010-2018 Factory Mutual Insurance Company. All rights reserved. RACKS 'E' RACKS 'A,B,C,D' Storage of Class 1, 2, 3, 4 and Plastic Commodities 8-9 FM Global Property Loss Prevention Data Sheets Page 31 2.3.4.3 K -Factors, Nominal Temperature Rating, and RTI Rating of In -Rack Storage Sprinklers 2.3.4.3.1 Use nominally rated 160°F (70°C) FM Approved in -rack sprinklers for all in -rack sprinkler installations. 2.3.4.3.2 Use in -rack sprinklers listed as quick -response when installing K14.0 (K200) or smaller sprinklers. In -rack sprinklers with larger K -factor values can be either quick -response or standard -response. 2.3.4.3.3 Use a minimum K8.0 (K115) for in -rack sprinkler design flows greater than 30 gpm (115 Umin). 2.3.4.4 In -Rack Sprinkler System Types In -rack sprinkler systems can be wet -pipe, dry -pipe, preaction, or refrigerated area. Note, however, that grid -type piping configurations are only recommended for wet -pipe sprinkler systems. 2.3.4.5 General Guidelines for Positioning of In -Rack Sprinklers 2.3.4.5.1 Locate all in -rack sprinklers within the rack storage structure. In -rack sprinklers may be located outside the rack storage structure of a single -row rack that is located within 12 in. (300 mm) horizontally of a wall. The in -rack sprinklers must be no more than 6 in. (150 mm) horizontally away from the rack structure as well as no more than 3 in. (75 mm) offset from the transverse flue space intersection they are intended to protect. 2.3.4.5.2 For in -rack sprinkler arrangements per Figures 9 and 12, or for in -rack sprinklers located outside the rack storage structure as outlined in Section 2.3.4.5.1, position the in -rack sprinklers so they are not directly behind rack uprights and are not more than 3 in. (75 mm) offset horizontally from the transverse flue space intersection they are intending to protect. 2.3.4.5.3 At each tier level where in -rack sprinklers are needed, position the in -rack sprinkler deflector at or just below the bottom of the rack's horizontal support member when it is under full load conditions. 2.3.4.5.4 Arrange sprinkler piping and in -rack sprinklers to avoid mechanical damage, but ensure proper distribution from the in -rack sprinkler can be achieved. Prior to installing in -rack sprinklers, check the proposed in -rack sprinkler locations to ensure both adequate protection against mechanical damage and proper sprinkler discharge are provided. 2.3.4.6 Horizontal Lay -Outs of In -Rack Sprinklers There are two basic horizontal layouts for in -rack sprinklers. They are as follows: • IRAS(EO), which represents in -rack sprinklers spaced horizontally at every other transverse flue space intersection between pallet loads • IRAS(E), which represents in -rack sprinklers spaced horizontally at every transverse flue space intersection between pallet loads The type of horizontal in -rack sprinkler layout acceptable for installation will be dependent on: • the type of rack (single -row, double -row, or multiple -row) being protected, • the commodity being protected, • whether open -top containers are present, • the maximum ceiling height of the storage area, • whether a minimum 6 in. (150 mm) vertical clearance is provided between the top of storage and the in -rack sprinkler deflector, and • whether horizontal barriers are to be installed. This data sheet provides figures showing plan views for both IRAS(EO) and IRAS(E) arrangements to assist in the proper location and spacing of the in -rack sprinklers. Figures are provided for (1) single -row, (2) double -row, and (3) multiple -row storage racks and are described in the following sections. These figures use squares to represent nominal 20 ft2 (2.0 m2) pallet loads and the flue spaces between them. See Sections 2.3.4.6.1 and 2.3.4.6.2 for the minimum and maximum recommended distances between in -rack sprinklers. ©2010-2018 Factory Mutual Insurance Company. All rights reserved. ATTACHMENT #6 RACK AREAS A-E FM CEILING SPRINKLER SYSTEM REQUIREMENTS Storage of Class 1, 2, 3, 4 and Plastic Commodities 8-9 FM Global Property Loss Prevention Data Sheets Page 47 2.3.4.8.1.4 Unless indicated otherwise in this data sheet, the maximum water delivery time for any dry -type in -rack sprinkler system is 60 seconds and is based on the operation of the hydraulically most remote in -rack sprinkler. 2.3.4.8.2 Design Guidelines for Ceiling -Level Sprinklers in Combination with In -Rack Sprinklers 2.3.4.8.2.1 Design ceiling -level sprinkler systems that are supplemented with in -rack sprinklers per Table 13. The last column of this table indicates the ceiling height to be used from the protection table (i.e., Tables 7-11) that is applicable to the commodity hazard being protected and the in -rack sprinkler arrangement that is being installed. ; Table 13_ Hydraulic Design, for Ceiling-Leve/.,Sprinkler Systema Supple nenlett s� In -Rack ;Sprinkle Commodity Hazard IRAS Arrangement Storage Height Above Top IRAS Level, ft (m) Clearance Between Top of Storage and Ceiling* Ceiling Height for Applicable Protection Table, ft (m)* Class 1 - 3 IRAS(EO) Up to 10 (3.0) Up to 20 (6.0) 20 (6.0) IRAS(E) Up to 10 (3.0) Up to 20 (6.0) 20 (6.0) Class 4, Cartoned 'Unexpanded Plastic and Cartoned Expanded Plastic IRAS(EO), IRAS(E) Up to 5 (1.5) Up to 20 (6.0) 15 (4.5) Over 5 (1.5) up to 10 (3.0) Up to 5 (1.5) 15 (4.5) RACKS 'E' Over 5 (1.5) up to 10 (3.0) 20 (6.0) Over 10 (3.0) up to 20 (6.0) 25 (7.5) Uncartoned Unexpanded Plastic IRAS(EO) Up to 5 (1.5) Up to 5 (1.5) 5 (1.5) Over 5 (1.5) up to 10 (3.0) 8 (2.4) Over 10 (3.0) up to 20 (6.0) 10 (3.0) Over 5(1.5) up to 10 (3.0) Up to5(1.5) 10(3.0) Over 5 (1.5) up to 10 (3.0) 12 (3.6) Over 10 (3.0) up to 20 (6.0) 15 (4.5) IRAS(E) Up to 5 (1.5) Up to 10 (3.0) 5 (1.5) Over 10 (3.0) up to 20 (6.0) 8 (2.4) Over 5 (1.5) up to 10 (3.0) Up to 5 (1.5) 8 (2.4) Over 5 (1.5) up to 10 (3.0) 10 (3.0) Over 10 (3.0) up to 20 (6.0) 15 (4.5) Uncartoned Expanded Plastic= IRAS(EO) Up to 5 (1.5) Up to 5 (1.5) 5 (1.5) Over 5 (1.5) up to 10 (3.0) 8 (2.4) Over 10 (3.0) up to 20 (6.0) 10 (3.0) Over 5(1.5) up to 10 (3.0) Up to 5 (1.5) 10 (3.0) Over 5 (1.5) up to 10 (3.0) 12 (3.6) Over 10 (3.0) up to 20 (6.0) 20 (6.0) IRAS(E) Up to 5 (1.5) Up to 10 (3.0) 5 (1.5) RACKS 'A' I 1 Over 10 (3.0) up to 20 (6.0) 8 (2.4) Over 5 (1.5) up to 10 (3.0) Up to 5 (1.5) 10 (3.0) RACKS ,R r n, Over 5 (1.5) up to 10 (3.0) 12 (3.6) Over 10 (3.0) up to 20 (6.0) 15 (4.5) * When this distance is grekte, man cv „ tv.v , ), see Section 2.3.3.7.3 for guidance. 2.3.4.8.2.2 Use the ceiling height indicated for an IRAS(E) arrangement when in -rack sprinklers are used in combination with horizontal barriers or when in -rack sprinklers are installed under solid shelves. 2.3.4.8.2.3 Balance the ceiling -level sprinkler system water demand with the in -rack sprinkler system water demand at the point where the two systems are connected. 2.3.4.9 Design Guidelines for Fire Protection Scheme 8-9A See Appendix A, Fire Protection Scheme 8-9A, for a description of the intent of this protection arrangement as well as an example of its use. ©2010-2018 Factory Mutual Insurance Company. All rights reserved. All PR rJ 111 v 4 PR PP ASM sit WIN OR ti IR !�I w,r r.l n G C n c C n n e G r 0 U co U Storage of Class 1, 2, 3, 4 and Plastic Commodities 8-9 FM Global Property Loss Prevention Data Sheets Page 27 tn 0 c.i 0 g - • 0. Protection of Uncartoned Expanded Plastic Commodities in Open -Frame Storage Racks; No. of AS @ psi (bar) Dry System, Upright Sprinklers, 280°F (140°C) Standard Response CV 0 N (7 Y cagy„ca��c)��,�o O N O N O N AA N O ll'J c+) O Co 0 Qi a0 N Y- /ptell V N O © V N_ N O t N O �l v N O CO ---. ' N_ M O o N Y Y V o N ail) N L/ O N CO �=/e- N N vv cO N - CO Y Y V N v N c0 v N L,.. -_ o N © ,- LO„) © v c -j 10 Wet System, Upright Sprinklers, 160°F (70°C) N Arm h Lu3= F- a .o N @) Co- N i4a O NoNYYN V o O Standard Resi ...? _�caoa N Y Y r` N r-- N yes N CO ,- N N cii- � Ln N N N <0 Y Y ,_' au) O 0 Ne- _ 0 (O �v N c•-, c0ei N O l0 �` N O AO Quick Response N )O N c'7 Y Y 0 O O O O e- CV V v O e- N N v N O e- O v v N N e- O v cc; N Y Y �l c) � N o rte, ca ..0 N o ��ll V O N CO V ., N\ N v .- N N V N Y a ... N Ov � , N O ©i N N � `/ c` COV M © v c�V M N o Y Y V Cri N O` V N C O V N N 0e- CO !�\ COV 0 !tel tri NVV LO Wet System, Pendent Sprinklers, 160°F (70°Cr I Standard Response N0 V Y Y 0 N- V(0 O- V 10 N- N O OP N O N � N CO O CO N CO N 0 NCO Y N N N N ��oo•Cr v4voc-NNNNoO NY N o a N Ov �\ N (e- �l v O coO �\ v 0 /�ll v — Quick Response NLLI In O N Y Y © O O v 0 O /�2 V O N N /C.JJ\\ CO v N O O V /`tol v N a- O V 0 cv �_ Y Y 0 -04 ” o C, �v N " N @�Q " .ate �� an Cis N'' " +r) @�V o @3N CO U`N �' CO © LO Uc` Y NNNT O ycv e- N•-0Ne-e-N<-O c.., tpv pp N pp�� �l CV O V o V N Y O N O it] o V o eN" O N O it) 41"J M eN- O L[) M N O 0 M <N- O CO ,-,a L. v v N O 0 ,-,,, V Q eN- O 1� O Y lil�ll V Lei N N- r. 9�ll Cq gyp, V( v Ali N u') N N'- t--. ti .�tell V A!i N al) t. ,q!p'' V to T N An pp'� V to N An r. O N US r TO O? Ua 06 N e- COO Y Y a 4") N V r- V , N c0 N t CJ N t V (7 N 0 LO "" X C t. cm - O) v m a a) —, 0 1 n ., o C _ N co O co � u) to o O N u) 1� to N o 07 O c., LO LO , O- CO N g, nominal temperature rating m O U m E N a) L O) co a) a) C N C a a) a 0 O O m a) a7 a) m N O ft; C U m a -c .co a O o c O a) O O C O a a N N L .c o) c a a d V cn a co .5 12, c ac o 9 a� 0.3 C O m UL a) r O O a a3 o L a m ©2010-2018 Factory Mutual Insurance Company. All rights reserved. 8-9 Storage of Class 1, 2, 3, 4 and Plastic Commodities Page 24 O ..y .'3 U co FM Global Property Loss Prevention Data Sheets Protection of Class 4 and Cartoned Unexpanded Plastic Commodities in Open -Frame Storage Racks; No. of AS @ psi (bar) Dry System, Upright Sprinklers, 280°F (140°C) Standard Response NY,0 1ti NO 01-> O NNvN ., O @ O O @ N Di N``v ' ooa N O Co Co O Co o Co 0 Co NN an Co Co Co - -Co vd0 o- La o=- t0 t` to o L/ ti N N V N t0 Wet System, Upright Sprinklers, 160°F (70°C) Y N Or N O N r O N O N l Standard Resp O O O V N ) N o O V m in Lo 11��,�N V .__. .- N �_ t. Y Y as .-, Co _ Co r6 O Quick Response N w Lri Y Y /\/I� .z gipp,, a!� coo, /N/v�a� f.....:0 coo, v N v cD V Co Y Y Co Co CD Co Co (h Cov t• CD ren vN Co 41) V Co Co O V o N Y V (J r 2 C, r 41:" t") r t0 ri r son In r LCD _ ,_. t+ @)'u? �Lrr>��t Wet System, Pendent Sprinklers, 160°F (70°C) Standard Response ,5 O Y Y V� N au: I=J Or O O 4,4 w- O N 04 O �N 04 O o rn m N :_ N t0 �� N t0aN- - �r td � —, ';--© `--' N N Y Y `-- v p O �--- N tlyvj 0 — Ln o N .- 40 M c0 YY @a u') 04 N — — V v 10 Quick Response LLIN w N N N t, ^ tto i.. Co r O rrNV- O O O O NrY O 0 at-' N yrrN,�r_r'NY :vv�VvN v O - Co 0 Co <- O Co vNM O O 04 CO N O V O t[) ,./6V v Co Nr r GO ch !fit Co 1.0 CO .b, Cov <- 41) Co .p1 Co v Co 04 NVY AC) r O Co 10 CO� �O It) O0MC Y Y VVV N t(4 r CD tf) N O N CoC) LCD N O r C'-. 41) ti FI- N tt) tom. Y O �--- to u" o 1.0 X m E g c 'a) - 0 = in O CO Co N � Co Co O m � o Co O o Q _ L •M e 8 An acceptable alternative design is 8 @ 40 (2.8) when a 12 ft (3.6 m) maximum linear spacing is used. ©2010-2018 Factory Mutual Insurance Company. All rights reserved. Mq 14.1 fool PRI tad IOR OR bad ligal M ..1 Mai ATTACHMENT #6 RACK AREAS A-E FM HOSE DEMAND 8-9 Storage of Class 1, 2, 3, 4 and Plastic Commodities Page 52 FM Global Property Loss Prevention Data Sheets Table, f4., kose,Demand and Water Supply, Duration Design, idelines Sprinkler Type by Spacing No. of Sprinklers in Ceiling Design Hose Demand, gpm (U min) Duration, min Standard spacing Up to 12 250 (950) 60 13 to 19 500 (1,900) 90 20 or more 500 (1,900) 120 Extended -coverage Up to 6 250 (950) 60 °7 to 9 500 (1,900) 90 10 or more 500 (1,900) 120 When the maximum linear spacing is 12 ft (3.7 m), the hose demand can be 250 gpm (950 Umin) and the duration can be 60 minutes. 2.3.5.2 Hose Connections Provide permanent small hose lines (1-1/2 in. [40 mm]) not exceeding 100 ft (30 m) in length, capable of reaching all storage areas to aid in potential initial -stage firefighting as well as for after -extinguishment mop -up operations. Supply small hose lines from any of the following: a. A separate piping system for small hose stations, or b. Valved hose connections on sprinkler risers where such connections are made upstream from all sprinkler control valves, or c. Adjacent sprinkler systems, or d. Ceiling sprinklers in the protected area when separately controlled in -rack sprinklers are provided It may be preferable from an operations standpoint to locate hose stations on the ends of racks or storage piles rather than in aisles. In freezers, or other areas subject to freezing, consider the number, location, and arrangement of hose stations. 2.3.6 Special Applications 2.3.6.1 Ceiling -Only Sprinkler Protection for Class 1, 2 and 3 Commodities Protected by Dry -Pipe and Similar Sprinkler Systems for Ceiling Heights Over 30 ft (9.0 m) In addition to the protection design guidelines in Tables 2 and 7 for the protection of Class 1, 2, and 3 commodities by ceiling -level sprinklers on dry -pipe and similar sprinkler systems in storage areas having a maximum ceiling height of 30 ft (9.0 m) in Table 2 and 7, ceiling -level protection without the need for in -rack sprinklers is also available for these commodities for ceiling heights over 30 ft (9.0 m) and up to 55 ft (16.5 m) high in accordance with this section. 2.3.6.1.1 Acceptable storage arrangements include solid -piled, palletized, shelf, bin -box, and open -framed racks. Note that push -back type flow-through racks do not qualify as open frame racks for this protection guidance. 2.3.6.1.2 Use FM Approved, upright, standard -response ceiling -level Storage sprinklers having a nominal temperature rating of 280°F (140°C) on a tree -type dry -pipe or similar sprinkler system. Dry -pipe, non - interlocked pre -action and single -interlock pre -action sprinkler systems are acceptable for ambient temperatures that will not drop below 16°F (-9°C). For ambient temperatures that can drop below 16°F (-9°C) install sprinklers only on a refrigerated area sprinkler system that is in accordance with both Data Sheet 2-0, Installation Guidelines for Automatic Sprinklers, and Data Sheet 8-29, Refrigerated Storage. 2.3.6.1.3 If sprinkler protection will be installed using non -interlocked pre -action, single -interlocked pre -action or refrigerated -area sprinkler systems, follow the guidelines outlined in Data Sheet 5-48, Automatic Fire Detection, and Data Sheet 8-29, Refrigerated Storage, regarding the proper installation of the detection system that will be used for releasing the pre -action valve. 2.3.6.1.4 See Table 14a to determine the available ceiling -level sprinkler system design options for Class 1 and 2 commodities or Table 14b for Class 3 commodities. ©2010-2018 Factory Mutual Insurance Company. All rights reserved. MR >Mt owe PP PO, of vpi PM ar I - Put NN low Poi ATTACHMENT #7 ADDITIONAL PROTECTION REQUIREMENTS SECTION 3204 DESIGNATION OF HIGH -PILED STORAGE AREAS 3204.1 General. High -piled storage areas, and portions of high -piled storage areas intended for storage of a different commodity class than adjacent areas, shall be designed and specifically designated to contain Class I, Class II, Class III, Class IV or high -hazard commodities. The designation of a high piled combustible storage area, or portion thereof intended for storage of a different commodity class, shall be based on the highest hazard commodity class stored except as provided in Section 3204.2. 3204.2 Designation based on engine designation of a high piled combustible tion thereof, is allowed to be based on than that of the highest class of commo limited quantity of the higher hazard commodity has been demonstrated by engineering analysis to be adequately pro- tected by the automatic sprinkler system provided. The engi- neering analysis shall consider the ability of the sprinkler system to deliver the higher density required by the higher hazard commodity. The higher density shall be based on the actual storage height of the pile or rack and the minimum allowable design area for sprinkler operation as set forth in the density/area figures provided in NFPA 13. The contigu- ous area occupied by the higher hazard commodity shall not exceed 120 square feet (11 m2) and additional areas of higher hazard commodity shall be separated from other such areas by 25 feet (7620 mm) or more. The sprinkler system shall be capable of delivering the higher density over a minimum area of 900 square feet (84 m2) for wet pipe systems and 1,200 square feet (111 m2) for dry pipe systems. The shape of the design area shall be in accordance with Section 903. HIGH -PILED COMBUSTIBLE STORAGE 3205.6 Designation of storage heights. Where required by the fire code official, a visual method of indicating the maxi- mum allowable storage height shall be provided. 3205.7 Arrays. Arrays shall comply with Section 3207.4. 3205.8 Flue spaces. Flue spaces shall comply with Section 3208.3. SECTION 3206 GENERAL FIRE PROTECTION AND LIFE SAFETY FEATURES .1 General. Fire protection and life safety features for 7 -piled storage areas shall be in accordance with Sections .2 through_ 3206;10. 6, ''Extent and type of protection. W i' ere; required'by tff able.3206.2, fre;;detection systems, smbke and heatgremoval F-; Arid automaticgsprinkler•,design -densities shall`''extend :the xi Lesser of.15.;feet;(4572•;mm)'beytind the high-jiled's°to�;age area or. to; a ;permanent partition.>'C here. portions ;of .high �ih, grled storage""lrrea.s have different-fire'protection require inents because of commodity, method of storage ;'or'storage": height, the sfire;protection features' required,; by Table,3206.2: I within"this" area Shall -be "based on.`the most restrictive design `E a requirements.;` 3206.3 Separation •of high -piled storage areas. 'High -plied storage areas shall be separated from other portions of the building where required by Sections 3206.3.1 through 3206.3.2.2. 3206.3.1 Separation from other uses. Mixed occupan- cies shall be separated in accordance with the Interna- tional Building Code. 3206.3.2 Multiple high -piled storage areas. Multiple high piled storage areas shall be in accordance with Sec- tion 3206.3.2.1 or 3206.3.2.2. 3206.3.2.1 Aggregate area. The aggregate of all high - piled storage areas within a building shall be used for the application of Table 3206.2 unless such areas are separated from each other by 1 -hour fire barriers con- structed in accordance with Section 707 the Interna- tional Building Code. Openings in such fire barriers shall be protected by opening protectives having a 1- hourfire protection rating. 3206.3.2.2 Multiclass high -piled storage areas. High - piled storage areas classified as Class I through IV not separated from high piled storage areas classified as high hazard shall utilize the aggregate of all high piled storage areas as high hazard for the purposes of the application of Table 3206.2. To be considered as sepa- rated, 1 -hour fire barriers shall be constructed in accordance with Section 707 of the International Build- ing Code. Openings in such fire barriers shall be pro- tected by opening protectives having a 1 -hour fire protection rating. Exception: As provided for in Section 3204.2. 3206.4 Automatic sprinklers. Automatic sprinkler systems shall be provided in accordance with Sections 3207, 3208 and 3209. SECTION 3205 HOUSEKEEPING AND MAINTENANCE 3205.1 Rack structures. The structural integrity of racks shall be maintained. 3205.2 Ignition sources. Clearance from ignition sources shall be provided in accordance with Section 305. 3205.3 Smoking. Smoking shall be prohibited. Approved "No Smoking" signs shall be conspicuously posted in accor- dance with Section 310. 3205.4 Aisle maintenance. When restocking is not being conducted, aisles shall be kept clear of storage, waste mate- rial and debris. Fire department access doors, aisles and exit doors shall not be obstructed. During restocking operations using manual stocking methods, a minimum unobstructed aisle width of 24 inches (610 mm) shall be maintained in 48 - inch (1219 mm) or smaller aisles, and a minimum unob- structed aisle width of one-half of the required aisle width shall be maintained in aisles greater than 48 inches (1219 mm). During mechanical stocking operations, a minimum unobstructed aisle width of 44 inches (1118 mm) shall be maintained in accordance with Section 3206.9. 3205.5 Pile dimension and height limitations. Pile dimen- sions and height limitations shall comply with Section 3207.3. 2015 INTERNATIONAL FIRE CODE® 291 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckner on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. Copyright 2013 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and single download on July 31, 2013 to Klausbruckner & Associates, In for designated user Elley Klausbrucknerl. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact licensing@ntpa.org. GENERAL REQUIREMENTS FOR STORAGE 13-127 12.1.3.4.8 If in -rack sprinklers are required for the actual storage height with an acceptable clearance to ceiling, in -rack sprinklers shall be installed as indicated by that criteria. 12.1.4* High Volume Low Speed (HVLS) Fans. 12.1.4.1 The installation of HVLS fans in buildings equipped with sprinklers, including ESFR sprinklers, shall comply with the following: (1) The maximum fan diameter shall be 24 ft (7.3 m). (2) The HVLS fan shall be centered approximately between four adjacent sprinklers. (3) The vertical clearance from the HVLS fan to sprinkler deflector shall be a minimum of 3 ft (0.9 m). (4) All HVLS fans shall be interlocked to shut down immedi- ately upon receiving a waterflow signal from the alarm system in accordance with the requirements of NFPA 72. 12.2* Hose Connections. 12.2.1 Small hose connections [11/2 in. (38 mm)] shall be provided where required by the authority havi in accordance with 8.17.5 for first-aid fire-figh haul operations. 12.2.2 Small hose connections shall not be r protection of Class I, II, III, and IV commoditi (3.7 m) or less in height. 12.3*. Adjacent --Hazards or Design, Methods For. buildings With twoor, more" adjacenthazards,aor design~meth©ds the following shall apply: (1) 'Where areas are not physically separated by a partition capable delaying heatfrom-a`fire in one area from fusing sprinklers in the adjacent area, the,requi red sprinkler protection for the more'demanding lesign basis shall extend 15 ft (4.6 in) beyond i s=perimeter (2) The requirements of 12.3(1) shall not apply where the areas are separated by a barrier partition that is capable of preventing heat from a fire in one area from fusing sprin- klers in the adjacent area. (3) The requirements of 12.3(1) shall not apply to the exten- sion of more demanding criteria from an upper ceiling level to beneath a lower ceiling level where the difference in height between the ceiling levels is at least 2 ft (0.6 m). 12.4* Wet Pipe Systems. 12.4.1 Sprinkler systems shall be wet pipe systems. 12.4.2* In areas that are subject to freezing or where special conditions exist, dry pipe systems and preaction systems shall be permitted to protect storage occupancies. 12.4.3 ESFR sprinklers shall only be permitted to be wet pipe systems. 12.5 Dry Pipe and Preaction Systems. 12.5.1 For dry pipe systems and preaction systems, the area of sprinkler operation shall be increased by 30 percent without revising the density. 12.5.2 Densities and areas shall be selected so that the final area of operation after the 30 percent increase is not greater than 3900 ft2 (360 m2). 12.6* Storage Applications. 12.6.1 For storage applications with densities of 0.20 gpm/ft2 (8.2 mm/min) or less, standard -response sprinklers with a K -factor of K-5.6 (80) or larger shall be permitted. 12.6.2 For general storage applications, rack storage, rubber tire storage, roll paper storage, and baled cotton storage being protected with upright and pendent spray sprinklers with re- quired densities of greater than 0.20 gpm/ft2 to 0.34 gpm/ft2 (8.2 mm/min to 13.9 mm/min), standard -response sprinklers with a nominal K -factor of K-8.0 (115) or larger shall be used. 12.6.3 For general storage applications, rack storage, rubber tire storage, roll paper storage, and baled cotton storage being protected with upright and pendent spray sprinklers with re- quired densities greater than 0.34 gpm/ft2 (13.9 mm/min), standard -response spray sprinklers with a K -factor of K-11.2 (161) or larger that are listed for storage applications shall be used. 12.6.4* Unless the requirements of 12.6.5 are met, the re- quirements of 12.6.2 and 12.6.3 shall not apply to modifica- tions to existing storage application systems, using sprinklers with K -factors of K-8.0 (115) or less. 12...5 Where applying the requirements of Fig - .1(b) and Figure 17.2.1.2.1(c) utilizing the de - of 0.6 gpm/ft2 per 2000 ft2 (24.4 mm,/min per existing storage applications, the requirements all apply. e use of quick -response spray sprinklers for storage applications shall be permitted when listed for such use. 12.6.7 CMSA and ESFR sprinklers shall be permitted to pro- tect storage of Class I through Class IV commodities, plastic commodities, miscellaneous storage, and other storage as specified in Chapter 12 through Chapter 20 or by other I\TFPA standards. 12.6.7.1 ESFR sprinklers designed to meet any criteria in Chapter 12 through Chapter 20 shall be permitted to protect light and ordinary hazard occupancies. 12.6.7.2 Quick -response CMSA sprinklers designed to meet any criteria in Chapter 12 through Chapter 20 shall be permit- ted to protect light and ordinary hazard occupancies. 12.6.7.3 Standard -response CMSA sprinklers designed to meet any criteria in Chapter 12 through Chapter 20 shall be permitted to protect ordinary hazard occupancies. 12.6.8 The design figures indicate water demands for ordinary -temperature -rated and nominal high -temperature - rated sprinklers at the ceiling. 12.6.8.1 The ordinary -temperature design densities corre- spond to ordinary -temperature -rated sprinklers and shall be used for sprinklers with ordinary- and intermediate - temperature classification. 12.6.8.2 The high-temperature design densities correspond to high -temperature -rated sprinklers and shall be used for sprinklers having a high-temperature rating. 12.6.9 Ordinary- and intermediate -temperature sprinklers with K -factors of K-11.2 (161) or larger, where listed for stor- age, shall be permitted to use the densities for high- temperature sprinklers. 12.7 Discharge Considerations. 12.7.1 The water supply for sprinklers only shall be determined either from the density/area requirements of Chapter 12 through Chapter 20 or shall be based upon the room design method in accordance with Section 12.10, at the discretion of the designer. 2013 Edition OK 1 HIGH -PILED COMBUSTIBLE STORAGE ing 5 feet (1524 mm) in any dimension, shall be in accor- dance with Sections 3206 and this section. 3207.2 Fire protection. Where automatic sprinklers are required by Table 3206.2, an approved automatic sprinkler system shall be installed throughout the building or to 1 -hour fire barriers constructed in accordance with Section 707 of the International Building Code. Openings in such fire barri- ers shall be protected by opening protectives having a 1 -hour fire protection rating. The design and installation of the auto- matic sprinkler system and other applicable fire protection shall be in accordance with the International Building Code and NFPA 13. 3207.2.1 Shelf storage. Shelf storage gr (3658 mm) but less than 15 feet (4572 m be in accordance with the fire protection forth in NFPA 13. Shelf storage 15 fe more in height shall be protected in an approved manner with special fire protection, such as in -rack sprinklers. 3207.3 Pile dimension and height limitations. Pile dimen- sions, the maximum permissible storage height and pile vol- ume shall be in accordance with Table 3206.2. 3207.4 Array. Where an automatic sprinkler system design utilizes protection based on a closed array, array clearances shall be provided and maintained as specified by the standard used. 2. Racks used for the storage of combustible paper records, with solid shelving, shall be in accor- dance with NFPA 13. 3208.2.2.1 Fire protection. Fire protection for racks with solid shelving shall be in accordance with NFPA 13. 3208.3 Flue spaces. Flue spaces shall be provided in accor- dance with Table 3208.3. Required flue spaces shall be main- tained. 3208.3.1 Flue space protection. Where required by the code official, flue spaces required by Table 3208.3, in e-, double- or multiple -row rack storage installations be equipped with approved devices to protect the ired flue spaces. Such devices shall not be removed or ified. SECTION 3208 RACK STORAGE 3208.1 General. Rack storage shall be in accordance with Section 3206 and this section. Bin boxes exceeding 5 feet (1524 mm) in any dimension shall be regulated as rack stor- age. 3208.2 Fire protection. Where automatic sprinklers are required by Table 3206.2, an approved automatic sprinkler system shall be installed throughout the building or to 1 -hour fire barriers constructed in accordance with Section 707 of the International Building Code. Openings in such fire barri- ers shall be protected by opening protectives having a 1 -hour fire protection rating. The design and installation of the auto- matic sprinkler system and other applicable fire protection shall be in accordance with Section 903.3.1.1 and the Interna- tional Building Code. 3208.2.1 Plastic shelves. Storage on plastic shelves shall be protected by approved specially engineered fire protec- tion systems. 3208.2.2 Racks with solid shelving. Racks with solid shelving having an area greater than 20 square feet (1.9 m2), measured between approved flue spaces at all four edges of the shelf, shall be in accordance with this section. Exceptions: 1. Racks with mesh, grated, slatted or similar shelves having uniform openings not more than 6 inches (152 mm) apart, comprising not less than 50 percent of the overall shelf area, and with approved flue spaces are allowed to be treated as racks without solid shelves. '321)$.4 Column .protection: =Steel build ,l pt; s, protected :in.accordance with NFPA 13 3208.5 Extra -high -rack storage systems. Approval of the fire code official shall be obtained prior to installing extra - high -rack combustible storage. 3208.5.1 Fire protection. Buildings with extra -high -rack combustible storage shall be protected with a specially engineered automatic sprinkler system. Extra -high -rack combustible storage shall be provided with additional spe- cial fire protection, such as separation from other build- ings and additional built-in fire protection features and fire department access, where required by the fire code offi- cial. SECTION 3209 AUTOMATED STORAGE 3209.1 General. Automated storage shall be in accordance with this section. 3209.2 Automatic sprinklers. Where automatic sprinklers are required by Table 3206.2, the building shall be equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1. 3209.3 Carousel storage. High piled storage areas having greater than 500 square feet (46 m2) of carousel storage shall be provided with automatic shutdown in accordance with one of the following: 1. An automatic smoke detection system installed in accordance with Section 907, with coverage extending 15 feet (4575 mm) in all directions beyond unenclosed carousel storage systems and that sounds a local alarm at the operator's station and stops the carousel storage system upon the activation of a single detector. 2. An automatic smoke detection system installed in accordance with Section 907 and within enclosed car- ousel storage systems, that sounds a local alarm at the operator's station and stops the carousel storage system upon the activation of a single detector. 3. A single dead -man -type control switch that allows the operation of the carousel storage system only when the operator is present. The switch shall be in the same 294 2015 INTERNATIONAL FIRE CODE® Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckncr on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. r Copyright 2013 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and single download on July 31, 2013 to Klausbruckner & Associates, In for designated user Elley Klausbrucknerl. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact licensing@nfpa.org. 13-176 INSTALLATION OF SPRINKLER SYSTEMS Chapter 17 Protection of Rack Storage of Plastic and Rubber Commodities 17.1 General. 17.1.1 This chapter shall apply to storage of plastic and rubber commodities stored in racks. The requirements of Chapter 12 shall apply unless modified by this chapter. (See Section C.9.) 17.1.1.1 This chapter also shall be used to determine protec- tion for commodities that are not entirely GroupAplastics but contain such quantities and arrangements of Group A plastics that they are deemed more hazardous than Class IV commodi- ties. 17.1.2 Sprinkler Protection Criteria. 17.1.2.1* Plastic commodities shall be protected in accor- dance with Figure 17.1.2.1. (See Section C.21.) 17.1.2.2 The design criteria of Chapter 17 for single- and double -row rack storage of plastic commodities shall be appli- cable where aisles are 3.5 ft (1.07 m) or greater in width. 17.1.2.3 Storage with aisles less than 3.5 ft (1.07 m) shall be protected as multiple -row rack storage. 17.1.2.4 Group B plastics and free-flowing Group A plastics shall be protected the same as Class IV commodities. 17.1.2.5 Group C plastics shall be protected the same as Class III commodities. 17.1.2.6 Sprinkler protection criteria for the storage of materi- als on racks shall be in accordance with Section 17.2 for storage up to 25 ft (7.6 m) and Section 17.3 for storage over 25 ft (7.6 m). eria for Group A plastics shall be per - of the same storage height and con - II, and IV commodities. ck storage in movable racks shall be anner as multiple -row racks. 17.1,4 ire Protection `of NSteel Col Storrage'Racks. See _Section C.10 - 1:-1.,•4:1 Were fireproofing cif building columns is 'pot pro- idect:=and sttrage',heights are in�excess of 15 ft (4:6inn), pro - Ie ctton;of building columns wi hip the rack si ucture4orverai- .l I rack members supporting the buticling•shall be protected accordance zvitli one of the following Plastics 1 Group A Group B Group C I Class IV Class III 1 Cartoned, expanded or nonexpanded, and exposed, nonexpanded Exposed, expanded (outside the scope of Chapter 17) Stable Free-flowing (see Chapter 17) Class IV FIGURE 17.1.2.1 Decision Tree. :y: 2013 Edition I)' In -tack sprinklers ; _�•< :.: •.. ; . ,v (2)"Sidewall sprinklers at ih'e 15 ft (4.6 m) elevation, poin"ied' toward one side of the steel column (3) Provision of ceiling sprinkler density for a minimum of 2000 ft2 (186 m2) with ordinary temperature— or high temperature—rated sprinklers as shown in Table 17.1.4.1 for storage heights above 15 ft (4.6 m) up to and includ- ing 20 ft (6.1 m) (4) Provision of CMSA or ESFR ceiling sprinkler protection Table 17.1.4.1 Ceiling Sprinkler Densities for Protection of Steel Building Columns Commodity Classification Aisle Width 4 ft (1.2 m) 8ft(2.4m) gpm/ft2 (L/min)/m2 gpm/ft2 Plastics 0.68 27.7 0.57 (L/min)/m2 23.2 17.1.4.2 The flow from a column sprinkler(s) shall be per- mitted to be omitted from the sprinkler system hydraulic calculations. 17.1.5 Solid Shelf Rack. 17.1.5.1 Where solid shelving in single-, double-, and multiple -row racks exceeds 20 ft (1.86 m2) but does not ex- ceed 64 ft2 (5.95 m2) in area, sprinklers shall not be required below every shelf, but shall be installed at the ceiling and be- low shelves at intermediate levels not more than 6 ft (2 m) apart vertically. (See Section C.11.) 17.1.5.2 Where solid shelving in single-, double-, and multiple -row racks exceeds 64 ft (5.95 m) in area or where the levels of storage exceed 6 ft (2 m), sprinklers shall be in- stalled at the ceiling and below each level of shelving. 17.1.5.3 Where multiple -row racks of any height have no longi- tudinal flue or where double -row racks with storage up 25 ft (7.6 m) in height have no longitudinal flue, the situation shall not be considered solid shelves where transverse flues exist at maximum 5 ft (1.5 m) intervals and additional in -rack sprinklers shall not be required in accordance with 17.1.5.1 and 17.1.5.2. 17.1.5.4 The maximum horizontal spacing between in -rack sprinklers shall be 5 ft (1.5 m). Note: Cartons that contain Group A plastic material can be treated as Class IV commodities under the following conditions: (1) There shall be multiple layers of corrugation or equivalent outer material that would significantly delay fire involvement of the Group A plastic. (2) The amount and arrangement of Group A plastic material within an ordinary carton would not be expected to significantly increase the fire hazard. 8-9 Storage of Class 1, 2, 3, 4 and Plastic Commodities Page 8 FM Global Property Loss Prevention Data Sheets 2.0 LOSS PREVENTION RECOMMENDATIONS 2.1 Construction and Location 2.1.1 General 2.1.1.1 Construct storage facilities in accordance with the relevant FM Global property loss prevention data sheets. See the 1 -series data sheets for guidelines relevant to the construction features of most storage facili- ties. 2.1.1.2 Adhere to the recommendations in the relevant data sheet to ensure the construction features of the facility are compatible with the Storage sprinkler being used. 2.1.1.3 Properly anchor all rack storage structures to prevent them from falling over and, in turn, causing nearby racks to fall over (i.e., creating a "domino" effect). Take into consideration the effects of rack loads, the additional load created by the collection or absorption of fire protection water by the stored commodity, the weight of water -filled, in -rack sprinkler piping (if provided), and any seismic conditions (see Data Sheet 1-2, Earthquakes). 2.1.1.4 Design rack -supported structures taking into consideration the effects of weather (wind, snow, rain, , seismic conditions (see Data Sheet 1-2, Earthquakes), and the additional load cre- or absorption of fire protection water by the stored commodity, the weight of water - (from ceiling or in -rack sprinklers), and any other loads to which the rack or structure Peel ,Column Prratection.-°`" Adhering "to the design guideline head .steel protection. 2.1.3 Heat and Smoke Venting and Draft Curtains r both builaing'coiu 2.1.3.1 Heat and Smoke Venting See Data Sheet 2-0, Installation Guidelines for Automatic Sprinklers, for recommendations related to the use of heat and smoke venting in the presence of Storage sprinklers. 2.1.3.2 Draft Curtains See Data Sheet 2-0, Installation Guidelines for Automatic Sprinklers, for recommendations related to the use of draft curtains in the presence of Storage sprinklers. 2.2 Occupancy 2.2.1 General Storage arrangements vary among locations. In general, most storage arrangements can be classified as solid -piled, palletized, shelf, bin -box, or single -row, double -row, or multiple -row racks for the purpose of deter- mining fire protection requirements. Within this data sheet the design guidelines for solid -piled, palletized, shelf, or bin -box storage arrangements are consolidated into the same table for a given commodity hazard. Similarly, the design guidelines for single -row, double -row, and multiple -row storage racks are consoli- dated into the same table for a given commodity hazard. 2.2.1.1 For storage that will be maintained directly on the floor, refer to Data Sheet 1-24, Protection Against Liquid Damage, to minimize the exposure from sprinkler water discharge or other potential liquid releases. 2.2.2 Commodity Hazard 2.2.2.1 Use Data Sheet 8-1, Commodity Classification, to determine the types of commodity hazards located within a given storage area. 2.2.2.2 Base the protection for the storage area on the most severe commodity hazard present anywhere within that storage area. The commodity hazards for this data sheet are generally ranked from lowest haz- ard (Class 1) to highest hazard (uncartoned expanded plastic) as follows: ©2010 Factory Mutual Insurance Company. All rights reserved. Copyright 2013 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and single download on July 31, 2013 to Klausbruckner & Associates, In for designated user Elley Klausbrucknerl. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact licensing@nfpa.org. 13-126 INSTALLATION OF SPRINKLER SYSTEMS 11.3.3.2 For water curtains employing automatic sprinklers, the number of sprinklers calculated in this water curtain shall be the number in the length corresponding to the length par- allel to the branch lines in the area determined by 23.4.4.1.1. 11.3.3.3 If a single fire can be expected to operate sprinklers within the water curtain and within the design area of a hydrauli- cally calculated system, the water supply to the water curtain shall be added to the water demand of the hydraulic calculations and shall be balanced to the calculated area demand. 11.3.3.4 Hydraulic design calculations shall include a design area selected to include ceiling sprinklers adjacent to the wa- ter curtain. 11.3.4 Sprinklers Under Roof or Ceiling in Combustible Con- cealed Spaces of Wood Joist or Wood Truss Construction with Members 3 ft (914 mm) or Less on Center and Slope Having Pitch of 4 in 12 or Greater. 11.3.4.1 Where sprinkler spacing does not exceed 8 ft (2.5 m) measured perpendicular to the slope, the minimum sprinkler discharge pressure shall be 7 psi (0.5 bar). 11.3.4.2 Where sprinkler spacing exceeds 8 ft (2.5 m) mea- sured perpendicular to the slope, the minimum sprinkler dis- charge pressure shall be 20 psi (1.4 bar). 11.3.4.3 Hose stream allowance and water supply duration requirements shall be in accordance with those for light haz- ard occupancies in Table 11.2.3.1.2. Chapter 12 General Requirements for Storage 12.1 General. The requirements of Section 12.1 shall apply to all storage arrangements and commodities other than miscel- laneous storage (see Chapter 13) and as modified by specific sections in Chapter 14 through Chapter 20. 12.1.1 Roof Vents and Draft Curtains. See Section C.6. 12.1.1.1* Manually operated roof vents or automatic roof vents with operating elements that have a higher temperature classification than the automatic sprinklers shall be permitted. 12.1.1.2 Early su•.ression fast-res.onse ESFR) sprinklers shall not be us heat or smoke vents unless the CEILING rated, standard - response ope 12.1.1.3* Draft kler systems. 12.1.1.3.1 Draft curtains separating ESFR sprinklers at system breaks or from control mode sprinklers or between hazards shall be permitted. (See 8.4.6.4.) f21:2=-Ceifin :Slope '.1lie spri k erP to I crntenazspecth in'Chapter 12 and Chapters 14 thrbugh $20 are°''n tended to apply to buildings with cetltn slopes not e cceeding 2 n 12 {16.7.percent) unless txfodifled by a specific-•seci•ion •in'Chap- aer'1.2 and Cbapers 14 tnriiugh 20. : `v'• , 12.1.3* Building and Storage Height. 12.1.3.1 The maximum building height shall be measured to the underside of the roof deck or ceiling. 12.1.3.2 ESFR sprinklers shall be used only in buildings equal to, or less than, the height of the building for which they have been listed. in ESFR sprin- 2013 Edition 12.1.3.3 The sprinkler system design shall be based on the stor- age height and clearance to ceiling that routinely or periodically exist in the building and create the greatest water demand. Where storage is placed above doors, the storage height shall be calculated from the base of storage above the door. 12.1.3.4 Clearance to Ceiling. 12.1.3.4.1* The clearance to ceiling shall be measured in ac- cordance with 12.1.3.4.1.1 through 12.1.3.4.1.3. 12.1.3.4.1.1 For corrugated metal deck roofs up to 3 in. (76 mm) in depth, the clearance to ceiling shall be measured from the top of storage to the bottom of the deck. 12.1.3.4.1.2 For corrugated metal deck roofs deeper than 3 in. (76 mm), the clearance to ceiling shall be measured to the highest point on the deck. 12.L3.4.1.3 For ceilings that have insulation attached di- rectly to underside of the ceiling or roof structure, the clear- ance to ceiling shall be measured from the top of storage to the bottom of the insulation and shall be in accordance with 12.1.3.4.1.3(A) or 12.1.3.4.1.3(B). (A) For insulation that is attached directly to the ceiling or roof structure and is installed flat and parallel to the ceiling or roof structure, the clearance to ceiling shall be measured from the top of storage to the underside of the insulation. (B) For insulation that is installed in a manner that causes it to deflect or sag down from the ceiling or roof structure, the clearance to ceiling shall be measured from the top of storage to a point half of the distance of the deflection from the insu- lation high point to the insulation low point. If the deflection or sag in the insulation exceeds 6 in. (152 mm), the clearance to ceiling shall be measured from the top of storage to the high point of the insulation. 12.1.3.4.2 For spray sprinkler criteria where the clearance to ceiling exceeds those identified in this section, the require- ments of 12.1.3.4.3 through 12.1.3.4.8 shall apply. 12.1.3.4.3 Where the clearance to ceiling exceeds 20 ft (6.1 m) for Chapters 14 and 15, protection shall be based upon the storage height that would result in a clearance to ceiling of 20 ft (6.1 m). 12.1.3.4.4 Where the clearance to ceiling exceeds 20 ft (6.1 m) for Section 16.2, protection shall be based upon the storage height that would result in a clearance to ceiling of 20 ft (6.1 m) or providing one level of supplemental, quick - response in -rack sprinklers located directly below the top tier of storage and at every flue space intersection. 12.1.3.4.5 Where the clearance to ceiling exceeds 10 ft (3.1 m) for Section 16.3 or Section 17.2, protection shall be based upon the storage height that would result in a clearance to ceiling of 10 ft (3.1 m) or providing one level of supplemental, quick - response in -rack sprinklers located directly below the top tier of storage and at every flue space intersection. 12.1.3.4.6 Where the clearance exceeds 10 ft (3.1 m) for Sec- tion 17.3, protection shall be based upon providing one level of supplemental, quick -response in -rack sprinklers located di- rectly below the top tier of storage and at every flue space intersection. 12.1.3.4.7 When applying the supplemental in -rack sprinkler option, the ceiling density shall be based upon the given stor- age height with an assumed acceptable clearance to ceiling. 2-0 Installation Guidelines for Automatic Sprinklers ..v Page 38 FM Global Property Loss Prevention Data Sheets Unless recommended otherwise in a relevant occupancy -specific data sheet, base the design of the mezzanine -level sprinkler protection on the height of the mezzanine and the occupancy located underneath it. 2.2.1.5.2 Solid Walkways Install quick -response sprinklers under solid walkways that have combustible construction and/or a combustible occupancy located below them. In addition, install quick -response sprinklers under solid walkways located between storage racks or similar structures. For solid walkways up to 4 ft (1.2 m) wide, install a single line of quick -response sprinklers down the center of the walkway on maximum 10 ft (3.0 m) linear spacing. For solid walkways over 4 ft (1.2 m) wide, install a line of quick -response sprinklers within 12 in. (300 mm) of the perimeter of the walkway on maximum 10 ft (3.0 m) linear spacing and 100 ft2 (9.0 m2) Ikway sprinklers as in -rack sprinklers and design in accordance with the relevant occupancy - sheet based on the commodity hazard located either under or adjacent to the solid walkway. '2:2:k61 Ceiling Stope • Untes.Trec arrtmended OthervwisetY'lhe'fetevant occupani y-spei ific :data shee -acceptable under stoped ceilings as'indicdted in Table -14 Table;14µmSiorage Sprinklers .Under Sloped Ceilings ` _ Nominal RTI Rating of Sprinkler In -Rack Sprinklers Provided? Acceptable Ceiling Slope Quick -Response Yes or No Up to 10° p. Sia lard Response . < -s; x:A No wj : Up to 10° �., , r.... Ye ' ...p.to 20° For ceiling slopes that exceed the maximum indicated in Table 14, do one of the following: • Install a flat, continuous false ceiling (see Appendix A for definition) over the affected area and for 20 ft (6.0 m) beyond in all directions. Design the false ceiling in accordance with Data Sheet 1-12, Ceilings and Concealed Spaces, and ensure it can withstand a minimum uplift pressure of 3 lb/ft2 (14.4 kg/m2). Provide sprinkler protection beneath the false ceiling based on the recommendations in the relevant occupancy -specific data sheet, or • If the affected occupancy is rack storage, protect the storage racks based on the presence of excessive clearance as outlined in Data Sheet 8-9, Storage of Class 1, 2, 3, 4 and Plastic Commodities. For ceilings with a slope greater than 5°, locate sprinklers within 3 ft (0.9 m) of a ceiling's peak, measured horizontally along the slope of the ceiling. For ceiling slopes that exceed the maximum allowed, install a flat, continuous false ceiling (see Appendix A for definition) over the affected area and for 20 ft (6.0 m) beyond in all directions. Design the false ceiling in accordance with Data Sheet 1-12, Ceilings and Concealed Spaces, and ensure it can withstand a minimum uplift pressure of 3 lb/ft2 (14.4 kg/m2). Provide sprinkler protection beneath the false ceiling designed in accordance with the relevant occupancy -specific data sheet. For ceilings with a slope greater than 5°, locate sprinklers within 3 ft (0.9 m) of a ceiling's peak, measured horizontally along the slope of the ceiling. 2.2.1.7 Heat and/or Smoke Vents and Other Exhaust Openings at Ceiling Level 2.2.1.7.1 Heat and/or Smoke Vents Do not install automatic smoke and heat vents in facilities equipped with sprinkler protection; manual heat and smoke vents, however, are acceptable. If local codes require the installation of automatic smoke and heat vents, do one of the following: (a) Install vents that are FM Approved for occupancies protected by quick -response Storage sprinklers. ©2010-2014 Factory Mutual Insurance Company. All rights reserved. r.i rr IMP rir bow r.• rr 8-9 Storage of Class 1, 2, 3, 4 and Plastic Commodities Page 10 FM Global Property Loss Prevention Data Sheets 2.2.3.2.2 Longitudinal flue spaces are not required in double -row racks; however, if they are provided, maintain a minimum net width of 3 in. (75 mm) throughout the vertical height of the rack. Longitudinal flue spaces are not required (1) for the storage tier located directly above in -rack sprinklers, or (2) when in -rack sprinklers are provided at every tier level. IR 2.2.3.2.3 Arrange rolled or similar types of commodities stored in racks so they cannot bulge into or encroach over flue spaces located directly below in -rack sprinklers. The exception to this is storage located directly above a level of in -rack sprinklers. If adequate flue spaces are difficult to maintain (e.g., loading of racks 71;i becomes haphazard during peak production), provide wire mesh and/or other physical means to ensure adequate flue spaces are always maintained. 2.2.3.2.4 Treat storage racks not having flue spaces as described above in Sections 2.2.3.2.1 through 2.2.3.2.3 as racks with solid shelves greater than 64 ft2 (6.0 m2) in area. 6.1 2.2.3.3 Solid -Piled, Palletized, Shelf, and Bin -Box Storage There are no recommendations regarding the minimum size and horizontal distance between flue spaces for this type of storage; however, arrange storage such that flue spaces that are provided are not blocked from water penetration. 2.2.4 Pallets 2.2.4.1 Use noncombustible or metal pallets whenever possible. 2.2.4.2 Include the combustibility of pallets in the overall commodity classification. Refer to Data Sheet 8-1, Commodity Classification, for a description of how this can be accomplished. 2.2.4.3 Protect the storage of idle pallets in accordance with the recommendations in Data Sheet 8-24, Idle Pallet Storage. 2.2.5 Special Storage Considerations 2.2.5.1 Open -Top, Five -Sided Containers Maintained in Storage Racks Open -top, five -sided containers will collect sprinkler water, keeping it from running across the top of storage and down the flues. This will prevent water penetration to the fire in the lower levels where it is needed. Rack collapse may also occur if too much water is collected. 2.2.5.1.1 Open -top, five -sided, noncombustible containers do not need special consideration when: 1) They are located on the top tier of the storage rack, and all storage located below them is also in noncombustible containers, or 2) They are all located on the bottom tier of the storage rack, or 3) They are provided with either wire mesh siding or large uniform openings along the bottom perimeter of each container, such that all water that enters the container will leave the container at the same flow rate and discharge evenly into the flue spaces. For this option to apply, storage within the container cannot be water absorbent nor be capable of blocking any of the container holes, or rmixed with storage in combustible containers, they are not located on the top tier of and they do not extend into the transverse flue spaces. ditions is met, see Sections 2.2.5.1.3 and 2.2.5.1.4 to determine how to account for the ontainers within storage racks. 2.2.5., .2pen top'five=sides! combustible containers do notrieed,special consideration.vyheri; 1) They are all located on the hottord tier of the rack storage, or 2) They. are not located on the top tier of the storage rack'and they do not extend into the transverse flue spaces, or • 3) They are provided with either wire mesh siding or large uniform openings along the bottom perimeter of each container, such that all water that enters the container will leave the container at the same flow rate and discharge evenly into the flue spaces. For this option to apply, storage within the container cannot be water absorbent nor be capable of blocking any of the container holes, or ©2010-2015 Factory Mutual Insurance Company. All rights reserved. ATTACHMENT #8 ALARM/MONITORING FIRE PROTECTION SYSTEMS matic wet standpipe system, sprinklers shall be supplied by the standpipe system. Where a limited area sprinkler system is installed in a building without an automatic wet standpipe system, water shall be permitted to be supplied by the plumbing system provided that the plumbing sys- tem is capable of simultaneously supplying domestic and sprinkler demands. 903.3.8.4 Supervision. Control valves shall not be installed between the water supply and sprinklers unless the valves are of an approved indicating type that are supervised or secured in the open position. 903.3.8.5 Calculations. Hydraulic calculations in accor- dance with NFPA 13 shall be provided to demonstrate that the available water flow and pressure are adequate to supply all sprinklers installed in any single fire area with discharge densities corresponding to the hazard classifi- cation. 903,4 Spr>nklersystem supervision and alarms, Valves cop: `troliitig the&"" water =supply or autrirrratrc =sprinkler',systems ,'; *ins; tanks water levels and ;temperatures, xcntical air pres- ';` ares and wateetlow switches ;on all SPrink ler systerms'shall ;be,`, electrically, supervised by a listed dire alarm control ;unit tions{ is sp. `area s rinkler%;sy s 9033.8.; .. _ protectingtine- and emS " in'.accordarice"-wit .sprtnitle rysierns installed;=in accordance" h ,FPA• 13R where,a common supply main Js Jised `;' ods"apply both domestic water .;and "the:,automatic ,.,i sp 1dei-:systdriVai d a:separate°shutoff:vlved'or he aunta lntrc. spr in%der systeiri is not provided." ., ;;.Iockeypump,cortrol valves that are sealed or locked. to ,e open positibn e; s, nirol valves to commercial kitchen; hoods, paint f> pfanbooths or dip tanks that are sealed or locked, in' ' e -, open positron es:,controllin •the fuel supplyto ; fire PUMP e tiginesIliatare sealed or locked in the open,posit on ,valves4to pressure switches n ry, preaction elute "sprinkler.Systems,that are sealed nr lotk lihi its open position: �. 03:4i,Monitoring. Ala in,'supervisory and trouble sign shal1'be "distinctly di#feretit`and shall be automatically trans=k';, fitted ';' an approved', supervising, ',station-. or, , where tropia $edtoby The firs code -o, rcial, shall shard an audible',', iignal at:a constantly attended location: Iteptiions: ?iiicfergrcund key or hub valves "in -roadway boxes' •provided by the municipality or -public utility are not required to be monitored. ' - Backflow prevention device test valves located limited area sprinkler system supply piping shall ; be :locked in the open position. ";In occupancies required to be equipped with a fire alarm system, the backflowpreventer valves shall be electrically' supervised 1iy, a `tamper switch installed in aceoir. a:. dance with NFPA`:72 and separatelyiannunciated 903.4.2: Alarms Anqapproved audible,.device, located' a'`ti . the .lit" f tit h 'Id d 1 ` " t h 11 b` `.• e e erior b c;" uI ing 1n an approve , oca Jon, s a onnected to each' automatic, spr iriklet system. Such sprin kler waterflow alarm. a ievtces` shall be,acti:vated by; water:': equivalent to the�,�tlow i i f a single sprinlder' tof tills lest orifice. size installed;in the.systeni terga arm system Is of the'•automairct raystenr"shall actuaielie.buildirig fire,aiarrii systems 03.43 Floor "control valves. Appi aved ;supeJ-vised inchcat , ecintrolalves shall: be provided'at the•point of conned;.: on to the riser on each:floor in high-rise buildings. - ..; 903.5 Testing and maintenance. Sprinkler systems shall be tested and maintained in accordance with Section 901. 903.6 Where required in existing buildings and structures. An automatic sprinkler system shall be provided in existing buildings and structures where required in Chapter 11. p1re;" n ftp rrrr SECTION 904 ALTERNATIVE AUTOMATIC FIRE -EXTINGUISHING SYSTEMS 904.1 General. Automatic fire -extinguishing systems, other than automatic sprinkler systems, shall be designed, installed, inspected, tested and maintained in accordance with the provi- sions of this section and the applicable referenced standards. 904.1.1 Certification of service personnel for fire -extin- guishing equipment. Service personnel providing or con- ducting maintenance on automatic fire -extinguishing systems, other than automatic sprinkler systems, shall pos- sess a valid certificate issued by an approved governmental agency, or other approved organization for the type of sys- tem and work performed. 904.2 Where permitted. Automatic fire -extinguishing sys- tems installed as an alternative to the required automatic sprin- kler systems of Section 903 shall be approved by the fire code off tial. 904.2.1 Restriction on using automatic sprinkler system exceptions or reductions. Automatic fire -extinguishing systems shall not be considered alternatives for the purposes of exceptions or reductions allowed for automatic sprinkler systems or by other requirements of this code. 904.2.2 Commercial hood and duct systems. Each required commercial kitchen exhaust hood and duct system required by Section 609 to have a Type I hood shall be pro- tected with an approved automatic fire -extinguishing sys- tem installed in accordance with this code. 904.3 Installation. Automatic fire -extinguishing systems shall be installed in accordance with this section. 904.3.1 Electrical wiring. Electrical wiring shall be in accordance with NFPA 70. 904.3.2 Actuation. Automatic fire -extinguishing systems shall be automatically actuated and provided with a manual means of actuation in accordance with Section 904.11.1. I 112 2015 INTERNATIONAL FIRE CODE® Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED): accessed by Ellie Klausbruckner on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. ATTACHMENT #9 BUILDING ACCESS - DOORS & ROADS 4 U In 4 • 6.1 i HIGH -PILED COMBUSTIBLE STORAGE TABLE 3206.2 GENERAL FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS COMMODITY CLASS SIZE OF HIGH -PILED STORAGE AREA' s uare feet)Automatic (q (see Sections 3206.2 and 3206.4 ALL STORAGE AREAS (See Sections 3206, 3207 and 3208)b SOLID -PILED STORAGE, SHELF STORAGE AND PALLETIZED STORAGE (see Section 3207.3) fire- extinguishing system (see Section 3206.4) Fire detection system (see Section 3206.5) Building'; access `...A "{see Section:. 320fi.6) Smoke and heat removal (see Section 3206.7) Maximum pile dimension` (feet) Maximum permissible storage height" (feet) Maximum pile volume (cubic feet) I-IV 0-500 Not Required' Not Required Nct Required` Not Required Not Required Not Required Not Required 501-2,500 Required' Yes' Required` Required 100 40 100,000 2,501-12,000 Public accessible Yes Not Required Nct Required` Not Required 100 40 400,000 2,501-12,000 Nonpublic accessible (Option 1) Yes Not Required Nct Required` Not Required 100 40 400,000 2,501-12,000 Nonpublic accessible (Option 2) t ReNoreda Yes Yes Yes' 100 30r 200,000 12,001-20,000 Yes Not Required Yes Yes' 100 40 400,000 20,001-500,000 Yes Not Required Yes Yes' 100 40 400,000 Greater than 500,0008 Yes Not Required Yes Yes' 100 40 400,000 f -- - % .baz,ar 1x s i� Abd 0-500 Not Required' Not Required Nct Required` Not Required 50 Not Required Not Required 501-2,500 Public accessible Yes Not Required Nct Required` Not Required 50 30 75,000 501-2,500 Nonpublic accessible (Option 1) Yes Not Required Nct Required` Not Required 50 30 75,000 501-2,500 Nonpublic accessible (Option 2) Not Re uired� q Yes Yes Yes' 50 20 50,000 "-- ot Yes. r Yes' 50 30 75,000 2 50-300,`000 ." }�� Ra uired' q / zh. 300,001-500,0008" Yes Not Required Yes Yes' 50 30 75,000 For SI: 1 foot = 304.8 mm, 1 cubic foot = 0.02832 m', 1 square foot = 0.0929 m2. a. Where automatic sprinklers are required for reasons other than those in Chapter 32, the portion of the sprinkler system protecting the high -piled storage area shall be designed and installed in accordance with Sections 3207 and 3208. b. For aisles, see Section 3206.9. c. Piles shall be separated by aisles complying with Section 3206 9. d. For storage in excess of the height indicated, special fire protection shall be provided in accordance with Note g where required by the fire code official See Chapters 51 and 57 for special limitations for aerosols and flammable and combustible liquids, respectively. e. Section 503 shall apply for fire apparatus access. f. For storage exceeding 30 feet in height, Option 1 shall be used. g Special fire protection provisions including, but not limited to, fire protection of exposed steel columns; increased sprinkler density; additional in -rack sprinklers, without associated reductions in ceiling sprinkler density; or additional fire department hose connections shall be provided required by the fire code official. h. High -piled storage areas shall not exceed 500,000 square feet. A 2 -hour fire wall constructed in accordance with Section 706 the International Building Code shall be used to divide high -piled storage exceeding 500,000 square feet in area i. Not required where an automatic fire -extinguishing system is designed and installed to protect the high -piled storage area in accordance with Sections 3207 and 3208. j. Not required where storage areas are protected by either early suppression fast response (ESFR) sprinkler systems or control mode special application sprinklers with a response time index of 50 (m • s)"2 or less that are listed to control a fire in the stored commodities with 12 or fewer sprinklers, installed in accordance with NFPA 13. 292 2015 INTERNATIONAL FIRE CODE° Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckncr on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. 3206.4.1 Pallets. Automatic sprinkler system require- ments based upon the presence of pallets shall be in accor- dance with NFPA 13. 3206.4.1.1 Plastic pallets. Plastic pallets listed and labeled in accordance with UL 2335 or FM 4996 shall be treated as wood pallets for determining required sprinkler protection. 3206.5 Fire detection. Where fire detection is required by Table 3206.2, an approved automatic fire detection system shall be installed throughout the high -piled storage area. The system shall be monitored and be in accordance with Section 907. 06.6 Building access Where building access is required T= 616 .5;3206.2, fire apparatu'access ,-roads in accordanc ' Section 503 shall be- provided° within 150 feet (45 720=s ) of all portions of the exleraor;walls: of buildings used for— ,-=- piled storages•' ception: Where fire -apparatus -access roads cannot be Illed because of tocography, ,;:railways, waterways, onnegotiable grades orother similar conditions; their ode o cial is authorized to require fire protec-- on 206:6:1 Access doors. Where building access required ',Table 3206.2, fire 'department access doors shall be ovided in accordance with this section. Access doors alt _be`accessible without the use of a ladder. 206.6.1.1 Ntmber of doors requir•'ed. Not less thany3 Boone access cher shall =be provided, in each 100 linearr'y' ,feet (30 480 tin), ar=fraction, thereof, of the exterior‹jl wTails that facerequiredjire apaparatus access roads The s required access doors;shall be: listributed such that the "lineal distance;be'tween ac jacentyaccess doors AoeS =exceed 100 feet (30 'Exception:: The,;.linear, distance between a access doors is allowed to :exceed 100 feet=(30 ?80 mut) in existing buildings where no Change invoccu- • ` pancy is proposed. The number and distribution.of „; access doors in existing buildings Shall be approved, 3206.6.1.2 Door size and type..Access doors shall be>$ t less than 3 feet (914 ° mm) in ,width and 6 feet °8 . fiches (2032 inm) in height.'Rol up doors shall not'be ,used; unless apprmicd. • 3206.6.1.3 Locking devices.Only app; oved ,locking . devices shall be used. 3206.7 Smoke and heat removal. Where smoke and heat removal is required by Table 3206.2 it shall be provided in accordance with Section 910. 3206.8 Fire department hose connections. Where exit pas- sageways are required by the International Building Code for egress, a Class 1 standpipe system shall be provided in accor- dance with Section 905. 3206.9 Aisles. Aisles providing access to exits and fire department access doors shall be provided in high -piled stor- age areas exceeding 500 square feet (46 m2), in accordance with Sections 3206.9.1 through 3206.9.3. Aisles separating I HIGH -PILED COMBUSTIBLE STORAGE storage piles or racks shall comply with NFPA 13. Aisles shall also comply with Chapter 10. Exception: Where aisles are precluded by rack storage systems, alternate methods of access and protection are allowed when approved. 3206.9.1 Width. Aisle width shall be in accordance with Sections 3206.9.1.1 and 3206.9.1.2. Exceptions: 1. Aisles crossing rack structures or storage piles, that are used only for employee access, shall be not less than 24 inches (610 mm) wide. 2. Aisles separating shelves classified as shelf stor- age shall be not less than 30 inches (762 mm) wide. 3206.9.1.1 Sprinklered buildings. Aisles in sprin- klered buildings shall be not less than 44 inches (1118 mm) wide. Aisles shall be not less than 96 inches (2438 mm) wide in high piled storage areas exceeding 2,500 square feet (232 m2) in area, that are accessible to the public and designated to contain high -hazard commodi- ties. Exception: Aisles in high piled storage areas exceeding 2,500 square feet (232 m2) in area, that are accessible to the public and designated to con- tain high -hazard commodities, are protected by a sprinkler system designed for multiple -row racks of high -hazard commodities shall be not less than 44 inches (1118 mm) wide. Aisles shall be not less than 96 inches (2438 mm) wide in areas accessible to the public where mechanical stocking methods are used. 3206.9.1.2 Nonsprinklered buildings. Aisles in non- sprinklered buildings shall be not less than 96 inches (2438 mm) wide. 3206.9.2 Clear height. The required aisle width shall extend from floor to ceiling. Rack structural supports and catwalks are allowed to cross aisles at a minimum height of 6 feet 8 inches (2032 mm) above the finished floor level, provided that such supports do not interfere with fire department hose stream trajectory. 3206.9.3 Dead-end aisles. Dead-end aisles shall not exceed 20 feet (6096 mm) in length in Group M occupan- cies. Dead-end aisles shall not exceed 50 feet (15 240 mm) in length in all other occupancies. Exception: Dead-end aisles are not limited where the length of the dead-end aisle is less than 2.5 times the least width of the dead-end aisle. 3206.10 Portable fire extinguishers. Portable fire extin- guishers shall be provided in accordance with Section 906. SECTION 3207 SOLID -PILED AND SHELF STORAGE 3207.1 General. Shelf storage and storage in solid piles, solid piles on pallets and bin box storage in bin boxes not exceed- NEI iN ONO A sod kmi s.1 A 2015 INTERNATIONAL FIRE CODE® 293 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED): accessed by Ellie Klausbruckner on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. N I�1 Part Ill—Building and Equipment Design Features CHAPTER 5 FIRE SERVICE FEATURES SECTION 501 GENERAL 501.1 Scope. Fire service features for buildings, structures and premises shall comply with this chapter. 501.2 Permits. A permit shall be required as set forth in Sec- tions 105.6 and 105.7. 501.3 Construction documents. Construction documents for proposed fire apparatus access, location of fire lanes, security gates across fire apparatus access roads and construction doc- uments and hydraulic calculations for fire hydrant systems shall be submitted to the fire department for review and approval prior to construction. 501.4 Timing of installation. Where fire apparatus access roads or a water supply for fire protection are required to be installed, such protection shall be installed and made service- able prior to and during the time of construction except when approved alternative methods of protection are provided. Temporary street signs shall be installed at each street inter- section where construction of new roadways allows passage by vehicles in accordance with Section 505.2. SECTION 502 DEFINITIONS 502.1 Definitions. The following terms are defined in Chap- ter 2: AGENCY. FIRE APPARATUS ACCESS ROAD. FIRE COMMAND CENTER. FIRE DEPARTMENT MASTER KEY. FIRE LANE. KEY BOX. TRAFFIC CALMING DEVICES. SCTION5o3 „t,.� :'FIRE APPARATUS ACCESS ROAD ,t, 5033 Where required.l'irc apparatus access roads�shall be provided and maintained', in accordaricewith •S•ections 'S03� 1:1 through 5031:1 Buildings, and facilities: App owed fire apparatus' access roads shall be provided for: every facility;;` building or portion of a'biiilding. hereafter' constructedorf, i oved into; ',or within the: jurisdiction'".The fire` apparatus access' road "shall comply With the requirements of this :section and shall extend to within 150 feet (45 720 mm) of all por- 2015 INTERNATIONAL FIRE CODE® ions of the fat al pti ions 'iif the r, the ;Mrst. Story :Qf:thenbuiiding`as'measured by - route around yroutearound the exterior - of the buildin g`or fac ,s Exceptions: 6iiilso pre. ti ei hauthorized to ncrease°they imeiisaori•of .50 feet 45`720 min) where=as f; ie following ;conditions occiir: , `$- he building ,. is, equipped ttirou`g out Fwiti van rtpprowrf ,rriutotOi, ,, ,tikler' syslenr rnstailed inaccordance` with Sec- tion 903.3.1.1. x 03.3 l .2 or 903 31 w ;- apparatus :"access: roads. nno e Installed becaiise:of location on,property. .topography; waterways,f nonnegotiable„ gradesorohesxnliar, conditionsand .:14.•e,m.3f .r,. approve aativetneaus repra.o n .: re are not'tilore than iw+ Pr Op oup U occupanc'%h� re -:approved by theQ#; c aratus;-access rads ;hall ;,bei: exempted or 'in d' a power generation facilities °503.1.2 Additional access. The reodeq ci s,autho- rize i to require- no"re" tlian one;i re: apparatus. access, road based ori`the potential-,fori,unpairmen of a single road by vehicle congestion, .cont iton.of terra clim ti, tiotis or; other factors that could limit acces 503.1.3 "High-piled":storage 'Fireb;depattment, . >' access to buildings used for;high-pil d co mbi tible st< ge shall coiriply.with<`the app' icable provisionsof Chapter. ;3 x`503:2 Specifications Fire installed and arranged inlaccurda through” 503.2.8. ess ,roads" -shall ,lie ; h Sections s503'2.1 503.2:1; Dimensions. Eire" appaeat%is`"access' roadsl*tall have an unobstructed :width of not less than 20 ;feet x(60,96 mm), exclusive of;shoiilders, ex cept,for approved security • gates in accordance "with :Section :503;5; and', au unob-` structed vertical cleatanceof not less than 13 feef6inches (4115 mm). 503.2.2 Authority. The f1 code `o•f,fct shail,have:the:' authority to require or permit modifications to Ther"equired. ,`access.widths Where they are iiia lequate' for ire or rescue-? operations or where. necessary to;,meet4the public safe ttA. objectives of the jurisdiction„ ' 69 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckner on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. FIRE SERVICE FEATURES 5(oesi4;343ediTsu:api!::aar::E,-Apip:::7 access eesrms illeda0J.::baplifi_.::::_-irr,--,-' .::,-:,-,--1,,,,-_-__--;,--'-_--,1:''_,-I-,------Iii,:4:th:R:ee_iiiic:114i..i:i,:ty_siie_,::gt:a.:tiedlsitifl:anth:fi7de,;,:oiist_i_.c.:oiei:::e-11-mL:4,0te,:iffip 1,-; 'fire -apParatitS'Ind's-'hat Wsurfaced so as to provide all- ' ------- thathave--: un weather lg drianuvg,4iIi: ji4:.,.::::ini.6aid:i?:':b,e....,. the tu:nln::::;e_:;:;o,.7::;-,,ra: .__,,_,_-ottrk',,--,-__EI:-i::--!--_--_,_-,,':-_--:':_-'0,:::::_.19:,-,;-_-3:pEs.eduibts -,:ml'h-:!,oc:dj,:9lofuonnbo.c_stetrThrbusecaettrce_etrdest:ipisiiai:s:toll:ize;e;ttr"8hin14txt:_al!o,:n:::--Fbe:e:„esi:t:t!:-c_;;eed.aY:p:ei.r.-sElflbtdeledods:sovd-.lbatu:,:t:othSrpoe‘llbyi,u:ijton e,rot e tl:'-' fir41)P ,,----,:.,- -,- ---,... --- . - itg.„-A-40-t4-"- ------- . - - ouritkigatcpt9:: - The security -.1 ---.--,. " C '--- ----''''' -'1J-4-eil fire ' shall be - ro-',,,,,, ___ e :---f---711+;07A.,„::4i access5:9:—;:e1,1-ao.,-ffi*7;:e:::.d:4:;'-'-''::;;:;;"--'''*-711-.'i4:''''-a!;•::;:-'a;-1-1:'-'-':-'5::::11:i':'":a-,'e-'::a7i.::_:::,:_hsea,_4aibii,';::,a:-:-'----g::1,f--__;-_,--':i_'',:-_-'tP,,I'-•:-,_:_--aPcia:nliPdiet:__ft;-1':'W1:7:_te-d_-;:ri;e,tsi:---:-'-c---f_-0-elliler,'t-t,rg::ti ;111nic::---,.,:7#!;1,‘,':h.e,,:,vil'::;:rniiefdanrs'etn:t'p-tahuretn`crlysdiddhgb7al:fh-A-a3:::31°nb41,_:'_:::::-,:::':_'-f,--_:,: 3 2 6 'Midgets -4P..,4,,,,,,, 4ox:-Yan:eleirated "Snrfs, ail__ _ --'li..rit:,017mal:itUti,_,,,e7ii%,‘s--1„,„11,,,:--:: -tuillitt,!iieration shatilni;t1:1:,L3..,:re.'T'75; 1:.,-::-•,„: 5034. :arat4.0 apparatus -accessa:ti;S:,:required:_ , _,_,___:: ,,,,:, irfire apparatus accessi s s - • -ig.-4.-v- k6ess ot4194,1145:_;--,„,P:;,j4--tt-m! ng„around-,fi: l'1:0047the emergency * '''''41444444giiiedzgiiiperyv ..,.., - - --, — -,,e,-is-T. .-: tam n - -- 'i----:----'-'34e,ti%teasc:oEildeanetri4.:-g:i:a:2e,.;.7;Cira;:,Ls::i:sf..-'c _.- ,. Ctor anc^-r.,,,Ei -f.Exomt, -- ....-, . AAST) nt tri carry -:_ -- - ---, comply with the requirein : _ol,11 i. AsnImtie4;inette;d;:_iiiifitiStalled_gf;: ';41---Arhe'vKifi-hati71?id constructed..,11fi.faie, and elevated ' 1At.'l '---1-: a s--Sh;W111--btehd' esil'ed7:IOE.a„IIiyie15---avdie,:shuluzieloa ; 74;gitgli7:1:ry.,:thfleallii:bfie'er:;pf6:104td_'y:1:0a.bids.mbiticcii#11,iree::1,fuslill :0-:47ati-f:::::::t1:4:iiiie7,:ii;11::;;_rciteiliirlarotivrareetsdde::::- 50A4.C1CREeciSuSirTed0aBccUelsLs.DEIxNtGeriOorPdEoNorlsNaGndSoApeNnDingRsOreOgFuSired Whereglgatid-iiitfaCes designed -t--:,-- --4rte inip-iiSed JOa SECTION 504 k, ' -4-114t ,;lesigt:i.` e&j, - forsuchosinelstairl,t, edv,!411,ed„-barrie, ,,. approved by by this code or the International Building Code shall be k'..- isigns orL, ,0 , , , , , , , ' --lioth shall 7„, , ,,,,„_, ; ma . , d maintained _,:: maintained readily accessible for emergency access by the fire department. An approved access walkway leading from .--'44equiredityth efife code f.,7,,f,:re ,,ifi '!:klr''-'The orade-,0 : he happaratusroadraecceSeS:0. vided when required by thefire code official. fire apparatus access roads to exterior openings shall be pro- s611ew'....rthin the. limits ''''''':',i)3---,--;*---!7_--',-:!:4nd-tl-e ll'reb_._.0istl7„.„.':et-);:s).-4r :;...i-it:?-Te'sfi.... eF:elin: :'----' ' ;;ciai,IzaSc9-° iiTdeliarlur- rior doors and their function shall not be eliminated without 504.2 Maintenance of exterior doors and openings. Exte- 50.34.r--i-Angles Of apirOacnu prior approval. Exterior doors that have been rendered non- -, 011tifitOach --tigo:e.... ,w, -z-,,----5---,-,”: " aild:kicitati#1:6ifttelpp#0* access roads - functional and that retain a functional door exterior appear- lislitil*-withinthC-liiii.001441;bY-thiefire code 0...7.-:„.__ji;i_ ance shall have a sign affixed to the exterior side of the door Cigbased onifie:flrOdepartmelit"A,apparatuS.'!,------:,- - _,-.4,z1, with the words THIS DOOR BLOCKED. The sign shall con- it;47-6!:1,34'a ikiii4.* ...-rereil 117).7.-1:4ih fir; eido----aligil.-!-- sist of letters having a principal stroke of not less than 3/4 inch 2jiit53-ad sign,Corf.other ,i2prittovcd notices or markings- that (19.1 mm) wide and not less than 6 inches (152 mm) high on tr„.,p... c_--to-4-,the,44,1rds NO, ?AM 'NOFJREiytNE:-Shall-be: 1 a contrasting background. Required fire department access --'" iledfordifeap-paratuSacCesSroadSto,ideritifysuchroads . doors shall not be obstructed or eliminated. Exit and exit r---briTohihVill'e'abstructionS4rOtat,illAqa0:by whIchfire- I access doors shall comply with Chapter 10. Access doors for ,i'-,Fitaignated shalfilic-MaintaiderlinCleatt and legic7-i: high piled combustible storage shall comply with Section I blkonaiii8ii: at all rittlekEaiid, bei.r4laCed--or:repaired when 3206.6.1. I'neeeSiaWtn:provide-fade-WteVigibility. , - - ': ---. -.:-. .. :: .., 5-',''''"'--- 504.3 Stairway access to roof New buildings four or more WL49ra.truce:sstr91/- of fire .-iiPP8.__ rata s access roads : ,,,f ire , - stories above grade plane, except those with a roof slope P1r4t1 j*CIS-S all 11.90; obstructed in anymanner,'- „ ,.., greater than four units vertical in 12 units horizontal (33.3- tieliiinT.,the parking of vehicles The minimum widths and _ percent slope), shall be provided with a stairway to the roof. ,:learanees estahliShed',.irt7Seerats 503:2iVaid 501 2-2 shall ' Stairway access to the roof shall be in accordance with Sec- t-- - mainfained-itail flint -16 :.,i„---,;_-!,--, ''''' ' :- ::,,,,,-..1-n,:- ---,_.- - • • ..-i.i„,.---,-'_ ,-!-t,.-i,'---.:- . tion 1011.12. Such stairway shall be marked at street and s. •-w.-•: '.;:.-:,:f:3,-,,---:-.--,--,F-Ii.:,_ " - -4 floor levels with a sign indicating that the stairway continues .',.503.4.1.Tr,affie -calming d'eVice-gf-Tiiffidalming device -s,; -.1.i-!: to the roof. Where roofs are used for roof gardens or for other shall beprohibited unlegef'ir-pr."—Of,"13by;tlie ----firr-._code afr&i4;:,;_i „.. , purposes, stairways shall be provided as required for such ' ,.:JN-''- __,,,_ • .-,,t3,— - -- -- - occupancy classification. :a 45113.1-,B equirgates or barricades. ode'-offi C iiili's';':' -- othonzedX'require -thelihlstalta4On--and maintenance of L , 1,*atres: or other ,approed.;-.harricades -- across --,aCcess roadS',trails '-------'-'-' fire ''PP.aiatils SECTION 505 ' :sti e is -alleys highways; -Electric Other!acceSSWays, not including public ' provided, shall be Iiited.'inacc6iiiance*it.h -1.11., 325.. Gatesshall be provided with approved address identification. The i 505.1 Address identification. New and existing buildings PREMISES IDENTIFICATION r , ,_„or ighWayS.:-Eledtric gate operators, where - i intended Tor - automatic. operation hall sbe designed, con ----,:i address identification shall be legible and placed in a position structed and -installed -to comply witk-lhc-_--tequirements-o,f-Iili- -,--4 --: '"1---'----='!--_--'-'---l--: - that is visible from the street or road fronting the property. 1- ASTMF,2200. ,------ -'-: ' - ' - Address identification characters shall contrast with their l• --i--.-50353- Secured gates and barricades; Where required,t-- -„_.- background. Address numbers shall be Arabic numbers or . ---,- gates and barricades shall be secured in an approved man- alphabetical letters. Numbers shall not be spelled out. Each .- - ' 70 2015 INTERNATIONAL FIRE CODE® Copyright to. or licensed by, ICC (ALL RIGHTS RESERVED): accessed by Ellie Klausbruckncr on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. !rn U FR U 1-3SvHd lay faozgaig ! I 1 REVISIONS 7 V I33da 00V 0311130 6..oz/vig : V IV') S3SVHd 03SIA3H 6,01/9,18 , £ 9,2S S3SVHd 01 0301039 6tozitn/8 ' x ON 21;i:1;1'.1;741411;71 0 • -. .. 't•I'' '°?'------'-','":"..,:r.---,,.I. '--- 1 ' ''.-.. • ---Y.-„:"-:,;:,— . 71 -, i -,..--V''i'-'.,:- : . :.7f. • , i ' ' ',...:1't`'. U) i - 0 0/ oi (01 <1 0 V itu Cr! 0 0 !< 1 • , r 1 \ rc, ,71 \ • z 0 I= LiJ> uJ CC CO 3i-'1 ..... , . I. -,'.,'i \ —.— • : • 8. "1 I ° C. U) T I L.... ' 1W) V w z Ii 00z IV " I " IIINOMS IV •, N., V o his LSOL. S3111S1901 S.A3VIN Ts.0-1 tOV61,0Z - .I.N31.43*0ld383,10V21 Z -N01.140 6102.PS ON DNIMVUO • -. .. 't•I'' '°?'------'-','":"..,:r.---,,.I. '--- 1 ' ''.-.. • ---Y.-„:"-:,;:,— . 71 -, i -,..--V''i'-'.,:- : . :.7f. • , i ' ' ',...:1't`'. U) i - 0 0/ oi (01 <1 0 V itu Cr! 0 0 !< 1 • , r 1 \ rc, ,71 \ • z 0 I= LiJ> uJ CC CO 3i-'1 ..... , . I. -,'.,'i \ —.— • : • 8. "1 I ° C. U) T I L.... ' 1W) V w z Ii 00z IV " I " ATTACHMENT #10 SMOKE & HEAT VENTS HIGH -PILED COMBUSTIBLE STORAGE TABLE 3206.2 GENERAL FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS COMMODITY CLASS SIZE OF HIGH -PILED STORAGE AREA' (squarefeet) ) (see Sections 3206.2 and 3206.4) ALL STORAGE AREAS (See Sections 3206, 3207 and 3208)' SOLID -PILED STORAGE, SHELF STORAGE AND PALLETIZED STORAGE (see Section 3207.3) Automatic fire- extinguishing system see Section ( 3206.4) Fire detection system (see Section 3206.5) Building ' access = (see Section 3206.6) -Smoke and. heat removal -',(see Section '; 3206,7) ' ` Maximum pile dimension` Maximum permissible storage height (feet) ) Maximum pile volume (cubic feet) I-IV 0-500 Not Required' Not Required Not Required` No Req t red Not Required Not Required Not Required 501-2,500 Required' Yes' Required` Req t t red 100 40 100,000 2,501-12,000YesNot Public accessible Required Not Required` Nit Req red 100 40 400,000 2,501-12,000 Nonpublic accessible (Option 1) Yes Required Required` Req t t red 100 40 400,000 2,501-12,000 Nonpublic accessible (Option 2) Nt Required' Yes Yes Y. 100 30' 200,000 12,001-20,000 Yes Not Required Yes Y:.' 100 40 400,000 20,001-500,000 Yes Not Required Yes Y:.' 100 40 400,000 Greater thanNot 500,000' Yes Required Yes Y:: 100 40 400,000 :e. High ;hazard s;•;,rt �,a e 0-500 Not Required' Not Required Not Required` Nit Req red 50 Not Required Not Required 501-2,500 Public accessible Yes Not Required Not Required` Nit Req red 50 30 75,000 501-2,500 Nonpublic accessible (Option 1) Yes Not Required Not Required` Nit Req red 50 30 75,000 501-2,500 Nonpublic accessible (Option 2) Not Required' Yes Yes Y:: 50 20 50,000 '2;501-300,000 ' ' vet Not vesYes' 50 30 75,000 RequiredNot 0 300,001-500,000''h Yes Required Yes Yes' 50 30 75,000 For SI. 1 foot = 304.8 mm, 1 cubic foot = 0.02832 m3, 1 square foot = 0.0929 m2. a. Where automatic sprinklers are required for reasons other than those in Chapter 32, the portion of the sprinkler system protecting the high -piled storage area shall be designed and installed in accordance with Sections 3207 and 3208. b. For aisles, see Section 3206.9. c Piles shall be separated by aisles complying with Section 3206 9. d. For storage in excess of the height indicated, special fire protection shall be provided in accordance with Note g where required by the fire code official. See Chapters 51 and 57 for special limitations for aerosols and flammable and combustible liquids, respectively. e. Section 503 shall apply for fire apparatus access. f. For storage exceeding 30 feet in height, Option 1 shall be used g. Special fire protection provisions including, but not limited to, fire protection of exposed steel columns; increased sprinkler density; additional in -rack sprinklers, without associated reductions in ceiling sprinkler density; or additional fire department hose connections shall be provided required by the fire code official. h. High -piled storage areas shall not exceed 500,000 square feet A 2 -hour fire wall constructed in accordance with Section 706 the International Building Code shall be used to divide high -piled storage exceeding 500,000 square feet in area i. Not required where an automatic fire -extinguishing system is designed and installed to protect the high -piled storage area in accordance with Sections 3207 and 3208. I j. Not required where storage areas are protected by either early suppression fast response (ESFR) sprinkler systems or control mode special application sprinklers with a response time index of 50 (m • s)"2 or less that are listed to control a fire in the stored commodities with 12 or fewer sprinklers, installed in accordance with NFPA 13. 292 2015 INTERNATIONAL FIRE CODE® Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckner on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. Pi A r AI IMO PI IMO MIN MIR Ir A 0.1 tr Imo bad [BF] 909.21.1 Pressurization requirements. Elevator hoistways shall be pressurized to maintain a minimum positive pressure of 0.10 inch of water (25 Pa) and a maxi- mum positive pressure of 0.25 inch of water (67 Pa) with respect to adjacent occupied space on all floors. This pres- sure shall be measured at the midpoint of each hoistway door, with all elevator cars at the floor of recall and all hoistway doors on the floor of recall open and all other hoistway doors closed. The pressure differential shall be measured between the hoistway and the adjacent elevator landing. The opening and closing of hoistway doors at each level must be demonstrated during this test. The sup- ply air intake shall be from an outside, uncontaminated source located a minimum distance of 20 feet (6096 mm) from any air exhaust system or outlet. Exceptions: 1. On floors containing only Group R occupancies, the pressure differential is permitted to be mea- sured between the hoistway and a dwelling unit or sleeping unit. 2. Where an elevator opens into a lobby enclosed in accordance with Section 3007.6 or 3008.6 of the International Building Code, the pressure differ- ential is permitted to be measured between the hoistway and the space immediately outside the door(s) from the floor to the enclosed lobby. 3. The pressure differential is permitted to be mea- sured relative to the outdoor atmosphere on floors other than the following: 3.1. The fire floor. 3.2. The two floors immediately below the fire floor. 3.3. The floor immediately above the fire floor. 4. The minimum positive pressure of 0.10 inch of water (25 Pa) and a maximum positive pressure of 0.25 inch of water (67 Pa) with respect to occupied floors is not required at the floor of recall with the doors open. [BF] 909.21.1.1 Use of ventilation systems. Ventila- tion systems, other than hoistway supply air systems, are permitted to be used to exhaust air from adjacent spaces on the fire floor, two floors immediately below and one floor immediately above the fire floor to the building's exterior where necessary to maintain posi- tive pressure relationships as required in Section 909.21.1 during operation of the elevator shaft pressur- ization system. [BF] 909.21.2 Rational analysis. A rational analysis com- plying with Section 909.4 shall be submitted with the con- struction documents. [BF] 909.21.3 Ducts for system. Any duct system that is part of the pressurization system shall be protected with the same fire -resistance rating as required for the elevator shaft enclosure. FIRE PROTECTION SYSTEMS [BF] 909.21.4 Fan system. The fan system provided for the pressurization system shall be as required by Sections 909.21.4.1 through 909.21.4.4. [BF] 909.21.4.1 Fire resistance. 'Where located within the building, the fan system that provides the pressur- ization shall be protected with the same fire -resistance rating required for the elevator shaft enclosure. [BF] 909.21.4.2 Smoke detection. The fan system shall be equipped with a smoke detector that will auto- matically shut down the fan system when smoke is detected within the system. [BF] 909.21.4.3 Separate systems. A separate fan sys- tem shall be used for each elevator hoistway. [BF] 909.21.4.4 Fan capacity. The supply fan shall be either adjustable with a capacity of not less than 1,000 cfm (0.4719 m3/s) per door, or that specified by a regis- tered design professional to meet the requirements of a designed pressurization system. [BF] 909.21.5 Standby power. The pressurization system shall be provided with standby power in accordance with Section 604. [BF] 909.21.6 Activation of pressurization system. The elevator pressurization system shall be activated upon acti- vation of either the building fire alarm system or the eleva- tor lobby smoke detectors. Where both a building fire alarm system and elevator lobby smoke detectors are pres- ent, each shall be independently capable of activating the pressurization system. [BF] 909.21.7 Testing. Testing for performance shall be required in accordance with Section 909.18.8. System acceptance shall be in accordance with Section 909.19. [BF] 909.21.8 Marking and identification. Detection and control systems shall be marked in accordance with Section 909.14. [BF] 909.21.9 Control diagrams. Control diagrams shall be provided in accordance with Section 909.15. (BF] 909.21.10 Control panel. A control panel comply- ing with Section 909.16 shall be provided. [BF] 909.21.11 System response time. Hoistway pressur- ization systems shall comply with the requirements for smoke control system response time in Section 909.17. SECTION 910 SMOKE AND HEAT REMOVAL 910.1 General. Where required by this code, smoke and heat vents or mechanical smoke removal systems shall conform to the requirements of this section. 910.2 Where required.`Srnaise and heatvents or a,inechani- cal smoke removal system shall be. installed as required by Sections 91.0: 2:1.-and,9.10.2.2. - Exceptions•' 1. Frozen food warehouses used solely for storage of Class I and II commodities where protected by an approved automatic sprinkler system. 2015 INTERNATIONAL FIRE CODE® 139 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckner on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. i FIRE PROTECTION SYSTEMS 2. Smoke and heat removal shall not be required in areas of buildings equipped with early suppression fast -response (ESFR) sprinklers. 3. Smoke and heat removal shall not be required in areas of buildings equipped with control mode spe- cial application sprinklers with a response time index of 50 (m • Sr or less that are listed to control a fire in stored commodities with 12 or fewer sprin- klers. 910.2.1 Group F-1 or S-1. Smoke and heat vents installed in accordance with Section 910.3 or a mechanical smoke removal system installed in accordance with Section 910.4 shall be installed in buildings and portions thereof used as a Group F-1 or S-1 occupancy having more than 50,000 square feet (4645 m2) of undivided area. In occupied por- tions of a building equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1, where the upper surface of the story is not a roof assembly, a mechanical smoke removal system in accordance with Section 910.4 shall be installed. Exception: Group S-1 aircraft repair hangars. 910.2.2 High -piled combustible storage. Smoke and heat removal "required by Table 3206.2 for buildings and por- tions'thereof containing high -piled combustible storage shallTbe installed in accordance with Section 910.3 in unsprinklered buildings. In buildings and portions thereof containing high -piled combustible storage equipped throughout with an automatic sprinkler system in accor- dance With Section 903.3.111, a smoke and heat removal system shall be installed in accordance with Section 9103 or 910.4. In occupied potiions of a building equipped throughout with an automaTic sprinkler system in accor- dance with Section 903.3.111 where the upper surface of the. -story is not a roof assembly, a mechanical smoke removal system in accordance with Section 910.4 shall be installed. 910.3. Smoke and heat vents. The design and installation of 'smoke and beat vents shall be in accordance with Sections 910.3.1 through 910.3.3. - 910.3.1 Listing and labeling. Smoke and heat vents shall be listed and labeled to indicate compliance with UL 793 or FM 4430. `910.3.2 Smote and heat vent locations. Smoke and heat vents shall be located 20 feet (6096 mm) or more from adjacent lot lines and fire walls and 10 feet (3048 mm) or more from fire barriers. Vents shall be uniformly located within the roof in the areas of the building where the vents are required to be installed by Section 910.2, with consid-; eration given to roof pitch; sprinkler location and struc- tural members. 910.3.3 Smoke and heat vents area. The required aggre- gate area of smoke and heat vents shall be calculated as follows: For buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1: A,,s = V/9000 (Equation 9-4) where: = The required aggregate vent area (.ft2).• I% = Volume (ft3) of the area that requires smoke removal. : , =For unsprinklered buildings: :A„= 44/50 (Equation 9-5) 'where: Aa t = The required aggregate vent area (ft2). APA _• The area, of the "floor in the area that requires smoke removal. _.... . 910.4 Mechanical smoke removal systems. Mechanical smoke removal systems shall be designed and installed in accordance with Sections 910.4.1 through 910.4.7. 910.4.1 Automatic sprinklers required. The building shall be equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1. 910.4.2 Exhaust fan construction. Exhaust fans that are part of a mechanical smoke removal system shall be rated for operation at 221°F (105°C). Exhaust fan motors shall be located outside of the exhaust fan air stream. 910.4.3 System design criteria. The mechanical smoke removal system shall be sized to exhaust the building at a minimum rate of two air changes per hour based upon the volume of the building or portion thereof without contents. The capacity of each exhaust fan shall not exceed 30,000 cubic feet per minute (14.2 m3/sec). 910.4.3.1 Makeup air. Makeup air openings shall be provided within 6 feet (1829 mm) of the floor level. Operation of makeup air openings shall be manual or automatic. The minimum gross area of makeup air inlets shall be 8 square feet per 1,000 cubic feet per minute (0.74 m2 per 0.4719 m3/s) of smoke exhaust. 910.4.4 Activation. The mechanical smoke removal sys- tem shall be activated by manual controls only. 910.4.5 Manual control location. Manual controls shall be located so as to be accessible to the fire service from an exterior door of the building and protected against interior fire exposure by not less than 1 -hour fire barriers con- structed in accordance with Section 707 of the Interna- tional Building Code or horizontal assemblies constructed in accordance with Section 711 of the International Build- ing Code, or both. 910.4.6 Control wiring. Wiring for operation and control of mechanical smoke removal systems shall be connected ahead of the main disconnect in accordance with Section 701.12E of NFPA 70 and be protected against interior fire exposure to temperatures in excess of 1,000°F (538°C) for a period of not less than 15 minutes. 910.4.7 Controls. Where building air -handling and mechanical smoke removal systems are combined or where independent building air -handling systems are pro- vided, fans shall automatically shut down in accordance with the International Mechanical Code. The manual con- trols provided for the smoke removal system shall have the a i 140 2015 INTERNATIONAL FIRE CODE® Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED): accessed by Ellie Klausbruckncr on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. ATTACH 1 MENT # 11 PORTABLE FIRE EXTINGUISHERS 7 FIRE PROTECTION SYSTEMS located as required for Class I standpipes in Section 905.4 and shall have Class II hose connections as required in Sec- tion 905.5. 905.6.1 Protection. Risers and laterals of Class III stand- pipe systems shall be protected as required for Class I sys- tems in accordance with Section 905.4.1. 905.6.2 Interconnection. In buildings where more than one Class III standpipe is provided, the standpipes shall be interconnected in accordance with NFPA 14. 905.7 Cabinets. Cabinets containing fire -fighting equipment, such as standpipes, fire hose, fire extinguishers or fire depart- ment valves, shall not be blocked from use or obscured from view. 905.7.1 Cabinet equipment identification. Cabinets shall be identified in an approved manner by a permanently attached sign with letters not less than 2 inches (51 mm) high in a color that contrasts with the background color, indicating the equipment contained therein. Exceptions: 1. Doors not large enough to accommodate a writ- ten sign shall be marked with a permanently attached pictogram of the equipment contained therein. 2. Doors that have either an approved visual identi- fication clear glass panel or a complete glass door panel are not required to be marked. 905.7.2 Locking cabinet doors. Cabinets shall be unlocked. Exceptions: 1. Visual identification panels of glass or other approved transparent frangible material that is easily broken and allows access. 2. Approved locking arrangements. 3. Group 1-3 occupancies. 905.8 Dry standpipes. Dry standpipes shall not be installed. Exception: Where subject to freezing and in accordance with NFPA 14. 905.9 Valve supervision. Valves controlling water supplies shall be supervised in the open position so that a change in the normal position of the valve will generate a supervisory signal at the supervising station required by Section 903.4. Where a fire alarm system is provided, a signal shall be trans- mitted to the control unit. Exceptions: 1. Valves to underground key or hub valves in road- way boxes provided by the municipality or public utility do not require supervision. 2. Valves locked in the normal position and inspected as provided in this code in buildings not equipped with a fire alarm system. 905.10 During construction. Standpipe systems required during construction and demolition operations shall be pro- vided in accordance with Section 3313. 905.11 Existing buildings. Where required in Chapter 11, existing structures shall be equipped with standpipes installed in accordance with Section 905. -SECTION 906 RTABLE-FIRE: XTINGU .•906.13 Wlieire-xequrrec. Portab e we installed iiixall oftlie;follo��+irtg locatton :netiv'anti ,existing Gtnip B .R-2' R4:and S occupancies: Exception: In Group R-2 occupancies, portable fire extinguishers shall be required only in locations specified in Items 2 through 6 where each dwelling unit is provided with a portable fire extinguisher having a minimum rating of 1-A:10-B:C. 2. Within 30 feet (9144 mm) of commercial cooking equipment. 3. In areas where flammable or combustible liquids are stored, used or dispensed. 4. On each floor of structures under construction, except Group R-3 occupancies, in accordance with Section 3315.1. 5: Where. required :by"," • 906.1 . 6. Special -hazard areas, including but not limited to labo- ratories, computer rooms and generator rooms, where required by the fire code official. 906.2 General requirements. Portable fire extinguishers shall be selected, installed and maintained in accordance with this section and NFPA 10. Exceptions: 1. The distance of travel to reach an extinguisher shall not apply to the spectator seating portions of Group A-5 occupancies. 2. Thirty -day inspections shall not be required and maintenance shall be allowed to be once every 3 years for dry -chemical or halogenated agent portable fire extinguishers that are supervised by a listed and approved electronic monitoring device, provided that all of the following conditions are met: 2.1. Electronic monitoring shall confirm that extinguishers are properly positioned, prop- erly charged and unobstructed. 2.2. Loss of power or circuit continuity to the electronic monitoring device shall initiate a trouble signal. I 118 2015 INTERNATIONAL FIRE CODE® Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED): accessed by Ellie Klausbruckner on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. h ' I TABLE 906.1 ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS SECTION SUBJECT 303.5 Asphalt kettles 307.5 Open burning 308.1.3 Open flames -torches 309.4 Powered industrial trucks 2005.2 Aircraft towing vehicles 2005.3 Aircraft welding apparatus 2005.4 Aircraft fuel -servicing tank vehicles 2005.5 Aircraft hydrant fuel -servicing vehicles 2005.6 Aircraft fuel -dispensing stations 2007.7 Heliports and helistops 2108.4 Dry cleaning plants 2305.5 Motor fuel -dispensing facilities 2310.6.4 Marine motor fuel -dispensing facilities 2311.6 Repair garages 2404.4.1 Spray -finishing operations 2405.4.2 Dip -tank operations 2406.4.2 Powder -coating areas 2804.3 Lumberyards/woodworking facilities 2808.8 Recycling facilities 2809.5 Exterior lumber storage 2903.5 Organic -coating areas 3006.3 Industrial ovens 3104.12 Tents and membrane structures ;`3266,.7p ' High ;piled Stora g ", • ' ;•` 3315.1 Buildings under construction or demolition 3317.3 Roofing operations 3408.2 Tire rebuilding/storage 3504.2.6 Welding and other hot work 3604.4 Marinas 3703.6 Combustible fibers 5703.2.1 Flammable and combustible liquids, general 5704.3.3.1 Indoor storage of flammable and combustible liquids 5704.3.7.5.2 Liquid storage rooms for flammable and combustible liquids 5705.4.9 Solvent distillation units 5706.2.7 Farms and construction sites -flammable and com- bustible liquids storage 5706.4.10.1 Bulk plants and terminals for flammable and com- bustible liquids 5706.5.4.5 Commercial, industrial, governmental or manufac- turing establishments -fuel dispensing 5706.6.4 Tank vehicles for flammable and combustible liquids 5906.5.7 Flammable solids 6108.2 LP -gas FIRE PROTECTION SYSTEMS 2.3. The extinguishers shall be installed inside of a building or cabinet in a noncorrosive envi- ronment. 2.4. Electronic monitoring devices and supervi- sory circuits shall be tested every 3 years when extinguisher maintenance is per- formed. 2.5. A written log of required hydrostatic test dates for extinguishers shall be maintained by the owner to verify that hydrostatic tests are conducted at the frequency required by NFPA 10. 3. In Group 1-3, portable fire extinguishers shall be permitted to be located at staff locations. 906.2.1 Certification of service personnel for portable fire extinguishers. Service personnel providing or con- ducting maintenance on portable fire extinguishers shall possess a valid certificate issued by an approved govern- mental agency, or other approved organization for the type of work performed. 906.3 Size and distribution. The size and distribution of por- table fire extinguishers shall be in accordance with Sections 906.3.1 through 906.3.4. 906.3.1 Class A fire hazards. Portable fire extinguishers for occupancies that involve primarily Class A fire haz- ards, the minimum sizes and distribution shall comply with Table 906.3(1). TABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS For SI: 1 foot = 304.8 mm, 1 square foot = 0.0929 rn2, 1 gallon = 3 785 L. a. Two 2V2 gallon water -type extinguishers shall he deemed the equivalent of one 4-A rated extinguisher. b. Annex E.3.3 of NFPA 10 provides more details concerning application of the maximum floor area criteria. c. Two water -type extinguishers each with a 1-A rating shall be deemed the equivalent of one 2-A rated extinguisher for Light (Low) Hazard Occupancies. 906.3.2 Class B fire hazards. Portable fire extinguishers for occupancies involving flammable or combustible liq- uids with depths of less than or equal to 0.25 -inch (6.4 mm) shall be selected and placed in accordance with Table 906.3(2). Portable fire extinguishers for occupancies involving flammable or combustible liquids with a depth of greater than 0.25 -inch (6.4 mm) shall be selected and placed in accordance with NFPA 10. 2015 INTERNATIONAL FIRE CODE® 119 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckner on Jul 21, 2014 6:46:18 PM pursuant to License Agreement No further reproductions authorized. LIGHT (Low) HAZARD OCCUPANCY ORDINARY (Moderate) HAZARD OCCUPANCY'eOCCURANCY,', "(DEXTRA•";?' ;ter{High) ., � " •,),}iAZARO' Minimum rated single extinguisher 2-A` 2-A ;''4A�� Maximum floor area per unit of A 3,000 square feet 9 1,500 square feet q 00 "- ' �q arel+re{ Maximum floor area for extinguisher 11,250 square feet 11,250 square feet 01 X50°3 '' squareleet =� Maximum distance of travel to extinguisher5 feet 75 feet 5`'feei For SI: 1 foot = 304.8 mm, 1 square foot = 0.0929 rn2, 1 gallon = 3 785 L. a. Two 2V2 gallon water -type extinguishers shall he deemed the equivalent of one 4-A rated extinguisher. b. Annex E.3.3 of NFPA 10 provides more details concerning application of the maximum floor area criteria. c. Two water -type extinguishers each with a 1-A rating shall be deemed the equivalent of one 2-A rated extinguisher for Light (Low) Hazard Occupancies. 906.3.2 Class B fire hazards. Portable fire extinguishers for occupancies involving flammable or combustible liq- uids with depths of less than or equal to 0.25 -inch (6.4 mm) shall be selected and placed in accordance with Table 906.3(2). Portable fire extinguishers for occupancies involving flammable or combustible liquids with a depth of greater than 0.25 -inch (6.4 mm) shall be selected and placed in accordance with NFPA 10. 2015 INTERNATIONAL FIRE CODE® 119 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckner on Jul 21, 2014 6:46:18 PM pursuant to License Agreement No further reproductions authorized. FIRE PROTECTION SYSTEMS TABLE 906.3(2) FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS OF LESS THAN OR EQUAL TO 0.25 -INCH' TYPE OF HAZARD BASIC MINIMUM EXTINGUISHER RATING MAXIMUM DISTANCE OF TRAVEL TO EXTINGUISHERS (feet) Light (Low) 5-B 10-B 30 50 Ordinary '(Moderat e) t 10-B 30 Extra (High) 40-B 80-B 30 50 For SI: 1 inch = 25 4 mm, 1 foot = 304.8 mm. a. For requirements on water-soluble flammable liquids and alternative sizing criteria, see Section 5.5 of NFPA 10. 906.3.3 Class C fire hazards. Portable fire extinguishers for Class C fire hazards shall be selected and placed on the basis of the anticipated Class A or B hazard. 906.3.4 Class D fire hazards. Portable fire extinguishers for occupancies involving combustible metals shall be selected and placed in accordance with NFPA 10. 906.4 Cooking grease fires. Fire extinguishers provided for the protection of cooking grease fires shall be of an approved type compatible with the automatic fire -extinguishing system agent and in accordance with Section 904.12.5. 906.5 ";Conspicuous location. Portable Etre extingursters shall he located in conspicuouslocations where they vrUThe readibigt,ecessible aiidir"timed%y'Availablefox se :locationsgshall be aloenormal paths if travel ulaless ;tlte code ci'ffrcial:determiries that the hazard posed nre indicates need for°piacement.away ©tri riomlal/Paths-ofirav�l_ 9066 Yinbbstruetetl an l rrnobscrtred.Portable. fire exttn- gutsheis'A'shall not b p istructed o obscured froth view: Brooms orNareas iii w tch'Mvisuat.obstruction cannat�be .cbm pletely ayoided,.means shall be provided to indica he, loca "'. tions of extinguishers "H-ZOF 906 ..7 Hangers anas. Hand held, portable fire,e giiisherss ;not housed,, rt' ab•.inets, shall :be installed,= on _hangers or brackets auppl et Handers or brackets�shall be securely°anchored to the iriotzntingsurface in ac5Orda;l ieewi the manufacturer's'ins all'ation instructions `906.8 Cabinets. Cabinets:x ed to4ib ise T finishers°steal", lot beilocked Exceptions: l ; Where",poit ibi 'cions-useor damage ,ready access , �. 2 U Group I 3 oc ipancisand in mental';health areas in Group P1=2 Acupancles,: i'access oto piirta•bleltire = extinguishers "shall be permitted to be locked or to be located in staff: locations. provided the staffhas 7t3eys. 906.9 Extinguisher 'installation:he installation of portable fire extinguishers shall be in 'accordance with:' Sections 906.9.1 through 906.9;3: `,: )06.93 Extinguishers weighing 40 pounds,or less: Por table fire-extingtttshers having;a'gross weight not exceed. ing`40:pounds -(18 kg)"shall :be installed "so;tiattheic to are not more`than 5 feet (i524 m .) above" —e fioo 906:9 2 Extinguishers weighuig more than40zpou ^ A d-held„portable fire,;;sextingulshers� having a gress eight exceeding 40 pounds (18 kg) shall ie installed sa,` , that dtheiroor waretcips not 'Wore than 3 'See '111)761 nun) above t ”- qtr kb k e:. -' • < dx_`-•''$� '9,0410'3 Floor ciea ance The clearance . .. _ e 5V < T1s sr 55 and:the bottom of:instatled, land-held;partab ishers shall be not ess than 4 inches (1,(12 rim) 906.10 Wheeled units. Wheeled ,fire extinguishers conspicuously- ocated in a designated location':: SECTION 907 FIRE ALARM AND DETECTION SYSTEMS 907.1 General. This section covers the application, installa- tion, performance and maintenance of fire alarm systems and their components in new and existing buildings and struc- tures. The requirements of Section 907.2 are applicable to new buildings and structures. The requirements of Section 907.9 are applicable to existing buildings and structures. 907.1.1 Construction documents. Construction docu- ments for fire alarm systems shall be of sufficient clarity to indicate the location, nature and extent of the work pro- posed and show in detail that it will conform to the provi- sions of this code, the International Building Code and relevant laws, ordinances, rules and regulations, as deter- mined by the fire code official. 907.1.2 Fire alarm shop drawings. Shop drawings for fire alarm systems shall be submitted for review and approval prior to system installation, and shall include, but not be limited to, all of the following where applicable to the system being installed: 1. A floor plan that indicates the use of all rooms. 2. Locations of alarm -initiating devices. 3. Locations of alarm notification appliances, includ- ing candela ratings for visible alarm notification appliances. 4. Design minimum audibility level for occupant notification. 5. Location of fire alarm control unit, transponders and notification power supplies. 6. Annunciators. 7. Power connection. 8. Battery calculations. 9. Conductor type and sizes. 10. Voltage drop calculations. 11. Manufacturers' data sheets indicating model num- bers and listing information for equipment, devices and materials. 120 2015 INTERNATIONAL FIRE CODE® Copyright to, or licensed by. ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckncr on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. A how W Imo tor ant 1NI v rr 1nl Io4 Imot foR i 1 3206.4.1 Pallets. Automatic sprinkler system require- ments based upon the presence of pallets shall be in accor- dance with NFPA 13. 3206.4.1.1 Plastic pallets. Plastic pallets listed and labeled in accordance with UL 2335 or FM 4996 shall be treated as wood pallets for determining required sprinkler protection. 3206.5 Fire detection. Where fire detection is required by Table 3206.2, an approved automatic fire detection system shall be installed throughout the high piled storage area. The system shall be monitored and be in accordance with Section 907. 3206.6 Building access. Where building access is required by Table 3206.2, fire apparatus access roads in accordance with Section 503 shall be provided within 150 feet (45 720 mm) of all portions of the exterior walls of buildings used for high -piled storage. Exception: Where fire apparatus access roads cannot be installed because of topography, railways, waterways, nonnegotiable grades or other similar conditions, the fire code official is authorized to require additional fire protec- tion. 3206.6.1 Access doors. Where building access is required by Table 3206.2, fire department access doors shall be provided in accordance with this section. Access doors shall be accessible without the use of a ladder. 3206.6.1.1 Number of doors required. Not less than one access door shall be provided in each 100 linear feet (30 480 mm), or fraction thereof, of the exterior walls that face required fire apparatus access roads. The required access doors shall be distributed such that the lineal distance between adjacent access doors does not exceed 100 feet (30 480 mm). Exception: The linear distance between adjacent access doors is allowed to exceed 100 feet (30 480 mm) in existing buildings where no change in occu- pancy is proposed. The number and distribution of access doors in existing buildings shall be approved. 3206.6.1.2 Door size and type. Access doors shall be not less than 3 feet (914 mm) in width and 6 feet 8 inches (2032 mm) in height. Roll -up doors shall not be used unless approved. 3206.6.1.3 Locking devices. Only approved locking devices shall be used. 3206.7 Smoke and heat removal. Where smoke and heat removal is required by Table 3206.2 it shall be provided in accordance with Section 910. 3206.8 Fire department hose connections. Where exit pas- sageways are required by the International Building Code for egress, a Class I standpipe system shall be provided in accor- dance with Section 905. 3206.9 Aisles. Aisles providing access to exits and fire department access doors shall be provided in high -piled stor- age areas exceeding 500 square feet (46 m2), in accordance with Sections 3206.9.1 through 3206.9.3. Aisles separating HIGH -PILED COMBUSTIBLE STORAGE storage piles or racks shall comply with NFPA 13. Aisles shall also comply with Chapter 10. Exception: Where aisles are precluded by rack storage systems, alternate methods of access and protection are allowed when approved. 3206.9.1 Width. Aisle width shall be in accordance with Sections 3206.9.1.1 and 3206.9.1.2. Exceptions: 1. Aisles crossing rack structures or storage piles, that are used only for employee access, shall be not less than 24 inches (610 mm) wide. 2. Aisles separating shelves classified as shelf stor- age shall be not less than 30 inches (762 mm) wide. 3206.9.1.1 Sprinklered buildings. Aisles in sprin- klered buildings shall be not less than 44 inches (1118 mm) wide. Aisles shall be not less than 96 inches (2438 mm) wide in high piled storage areas exceeding 2,500 square feet (232 m2) in area, that are accessible to the public and designated to contain high -hazard commodi- ties. Exception: Aisles in high -piled storage areas exceeding 2,500 square feet (232 m2) in area, that are accessible to the public and designated to con- tain high -hazard commodities, are protected by a sprinkler system designed for multiple -row racks of high -hazard commodities shall be not less than 44 inches (1118 mm) wide. Aisles shall be not less than 96 inches (2438 mm) wide in areas accessible to the public where mechanical stocking methods are used. 3206.9.1.2 Nonsprinklered buildings. Aisles in non- sprinklered buildings shall be not less than 96 inches (2438 mm) wide. 3206.9.2 Clear height. The required aisle width shall extend from floor to ceiling. Rack structural supports and catwalks are allowed to cross aisles at a minimum height of 6 feet 8 inches (2032 mm) above the finished floor level, provided that such supports do not interfere with fire department hose stream trajectory. 3206.9.3 Dead-end aisles. Dead-end aisles shall not exceed 20 feet (6096 mm) in length in Group M occupan- cies. Dead-end aisles shall not exceed 50 feet (15 240 mm) in length in all other occupancies. Exception: Dead-end aisles are not limited where the length of the dead-end aisle is less than 2.5 times the least width of the dead-end aisle. is 3206.10 Portable' fireextinguishers.;Portable fire extin- "guishers shall be 'provided in xaccordance with Section 906. SECTION 3207 SOLID -PILED AND SHELF STORAGE 3207.1 General. Shelf storage and storage in solid piles, solid piles on pallets and bin box storage in bin boxes not exceed - 2015 INTERNATIONAL FIRE CODE® 293 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED): accessed by Ellie Klausbruckner on Jul 21, 2014 6:46:18 PM pursuant to License Agreement No further reproductions authorized. ATTACHMENT #12 AISLE WIDTHS i d 3206.4.1 Pallets. Automatic sprinkler system require- ments based upon the presence of pallets shall be in accor- dance with NFPA 13. 3206.4.1.1 Plastic pallets. Plastic pallets listed and labeled in accordance with UL 2335 or FM 4996 shall be treated as wood pallets for determining required sprinkler protection. 3206.5 Fire detection. Where fire detection is required by Table 3206.2, an approved automatic fire detection system shall be installed throughout the high piled storage area. The system shall be monitored and be in accordance with Section 907. 3206.6 Building access. Where building access is required by Table 3206.2, fire apparatus access roads in accordance with Section 503 shall be provided within 150 feet (45 720 mm) of all portions of the exterior walls of buildings used for high -piled storage. Exception: Where fire apparatus access roads cannot be installed because of topography, railways, waterways, nonnegotiable grades or other similar conditions, the fire code official is authorized to require additional fire protec- tion. 3206.6.1 Access doors. Where building access is required by Table 3206.2, fire department access doors shall be provided in accordance with this section. Access doors shall be accessible without the use of a ladder. 3206.6.1.1 Number of doors required. Not less than one access door shall be provided in each 100 linear feet (30 480 mm), or fraction thereof, of the exterior walls that face required fire apparatus access roads. The required access doors shall be distributed such that the lineal distance between adjacent access doors does not exceed 100 feet (30 480 mm). Exception: The linear distance between adjacent access doors is allowed to exceed 100 feet (30 480 mm) in existing buildings where no change in occu- pancy is proposed. The number and distribution of access doors in existing buildings shall be approved. 3206.6.1.2 Door size and type. Access doors shall be not less than 3 feet (914 mm) in width and 6 feet 8 inches (2032 mm) in height. Roll -up doors shall not be used unless approved. 3206.6.1.3 Locking devices. Only approved locking devices shall be used. 3206.7 Smoke and heat removal. Where smoke and heat removal is required by Table 3206.2 it shall be provided in accordance with Section 910. 3206.8 Fire department hose connections. Where exit pas- sageways are required by the International Building Code for egress, a Class 1 standpipe system shall be provided in accor- dance with Section 905. 3206.9 Aisles. Aisles providing ccess to exits and fire depai:trnent access doors shall )be;provided in high piled stor- age areas exceeding 500< square feet (46 m2),' in' accordance with Sections' 3206.9.1 Arough 3206.93. Aisles separating HIGH -PILED COMBUSTIBLE STORAGE storage -piles or racks shall comply wi shall alsq comply with gapter 10: :Exception: Where aisles are preclude by rack stot'age .r , , , yxx ° systents; ,alternate methods of access;iaud prdtectio► are allowed wheri 3206:9.1 Width: A>sle width shallsbe.am ections 320.6.9.1 A,and3206.9.1 :2":' Exceptions: ::FAisles crossing. rack;structurps or storage.i1es, ^4 that are' used: Daly for employee "access, Slia.pl1'be ,snot less than 24 niches,,(b10 mnn.) wide •fit., Aisles separating shelveslasstfied agfsiielf�sty r; age shall <be'iiot less than '30 °rnches062 mm Wide. 3206.9:1.7 Spritklere buililitgs` <:Aisl klered buildings sha t be pt less ati 44 iriclies, mm wide. Aisles shall besiot less#thau 96""incliesz 2438 mm) wide in,hfgh ted sirrrage rix 013*ceetiing x;500 square .feet' "(232 In ) in area, :.that„ aro:accessibla the 'public and desigiiateii to.contairi high hazard ciomni ties. Exception Aisles n: high jiiled s o'rage :exceeding 2,500,;squa e feet Z3,2 nrt2) r area, ;that are; accessibleyto the public aid :designated to.eon fain high -hazard commo rhes; i protected ¢by a sprmklersysteiridesrgnedfor inuihple-row racks: of s ,big] ltazaird =nom modtttes shai5j be of less .than 44 -inches (il l8mni°) wide Aisles shall he .notless than"96 inches ,(24.. ' wide;iri areas accessible o the pi:101' 'where ar`'t ec stocking methods are used 3206:91.2 Nonspfrinklered tai:1 sprinklered buildin s"shall bce`np (2438 mm) Wile'':, . 3206.9.2 Clear; height The requiredaisi extend from floor to cellii ":Rack stru"clur' catwalks, are allowetl;to,4ross aisles; ataa, of 6 feet 8 inches (2032atnni) abovei level, provided that sti h supp irts da not depaittgenthosestream,trajector .,e. gym; •.° •: a�;,, `' °3206:9.3 Dead-end aisles tDead-enin; aisles,: shall .nib exceed 20 feet'(6096'mm} in length`in (roup M oce pan- °cies. Dead-end aisles shall not exceed 50 feet (15 244 Mrn length in all otheiriiirciincaesj `y' t; Exception: "Dad-end;'aisles are':hot length of the dead-end ;aisle is:' -less least width ofth&,'dead-erid aisle. .. 3206.10 Portable fire extinguishers. Portable fire extin- guishers shall be provided in accordance with Section 906. SECTION 3207 SOLID -PILED AND SHELF STORAGE 3207.1 General. Shelf storage and storage in solid piles, solid piles on pallets and bin box storage in bin boxes not exceed - 2015 INTERNATIONAL FIRE CODE® 293 Copyright to. or licensed by, ICC (ALL RIGHTS RESERVED): accessed by Ellie Klausbruckner on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. ATTACHMENT # 13 HOUSEKEEPING & MAIN'I ENANCE SECTION 3204 DESIGNATION OF HIGH -PILED STORAGE AREAS 3204.1 General. High piled storage areas, and portions of high piled storage areas intended for storage of a different commodity class than adjacent areas, shall be designed and specifically designated to contain Class I, Class II, Class III, Class IV or high -hazard commodities. The designation of a high piled combustible storage area, or portion thereof intended for storage of a different commodity class, shall be based on the highest hazard commodity class stored except as provided in Section 3204.2. 3204.2 Designation based on engineering analysis. The designation of a high piled combustible storage area, or por- tion thereof, is allowed to be based on a lower hazard class than that of the highest class of commodity stored when a limited quantity of the higher hazard commodity has been demonstrated by engineering analysis to be adequately pro- tected by the automatic sprinkler system provided. The engi- neering analysis shall consider the ability of the sprinkler system to deliver the higher density required by the higher hazard commodity. The higher density shall be based on the actual storage height of the pile or rack and the minimum allowable design area for sprinkler operation as set forth in the density/area figures provided in NFPA 13. The contigu- ous area occupied by the higher hazard commodity shall not exceed 120 square feet (11 m2) and additional areas of higher hazard commodity shall be separated from other such areas by 25 feet (7620 mm) or more. The sprinkler system shall be capable of delivering the higher density over a minimum area of 900 square feet (84 m2) for wet pipe systems and 1,200 square feet (111 m2) for dry pipe systems. The shape of the design area shall be in accordance with Section 903. SECTION 3205 ,e: . ilduseKEEPING AND MAINTENANCE '3205JRack structures.: The ,structural integrity: of racks "-:shalt be:maintained. 3205.2 �Unit-ion sources Clearance from ignition=sourges- shall be provided in accordance with Section 305 .. 3205:3 Smoking. Smoking shall Abe prd`i ibited app oved "No Smoking shall be conspicuous'y posted in actor- dance with Secrion 31t, fe s 205.4 Aisle maintenance '.When restocking s not being conducted, aisles shall be kept clear'of storage 'waste mate=' rial and debris. Fire department access ;doors,;uisles anirxit doors shall not be obstructed buring, restocking operations usingkmanual" stocking methods; -,"a unobstructeCa aisle width of 24 inches (610 iron) shall be maintained in 48=- inch:(1.21.9 mm)' or, smaller aisles, `and a miiiiinuin.-uinob 'strut ted' aisle' width -of one-half of the required'aisle width;;;: shall !be maintained in aisles greater" than"-�18 `_inches:(1219 mm): poring mechanical stocking operations,.am ini.riaunii unobstructed aisle width of, 44 inches' (1118 'mm) shall be maintained in accordance with. Section 3206.9. 3205.5 Pile dimension and.lieigh#limitations: file rumen- sions and height limitations shall 'comply;'with Ssction. 3207.3. 2015 INTERNATIONAL FIRE CODE@ HIGH -PILED COMBUSTIBLE STORAGE 3205:6 Designation" of storage sbeights: NIhereregiiired h the f r e_code'offrcial,,.a visual method of:indicating the maxi ,muni allowable storage height be provided. �s 3205 7 Arrays Arrays; shalt comply with"Seetion,3207:4: 3205 8 Flue spaces Flue spaces:shall comply with Section t'3208 3 t:_,s.... SECTION 3206 GENERAL FIRE PROTECTION AND LIFE SAFETY FEATURES 3206.1 General. Fire protection and life safety features for high piled storage areas shall be in accordance with Sections 3206.2 through 3206.10. 3206.2 Extent and type of protection. Where required by Table 3206.2, fire detection systems, smoke and heat removal and automatic sprinkler design densities shall extend the lesser of 15 feet (4572 mm) beyond the high piled storage area or to a permanent partition. Where portions of high - piled storage areas have different fire protection require- ments because of commodity, method of storage or storage height, the fire protection features required by Table 3206.2 within this area shall be based on the most restrictive design requirements. 3206.3 Separation of high -piled storage areas. High -piled storage areas shall be separated from other portions of the building where required by Sections 3206.3.1 through 3206.3.2.2. 3206.3.1 Separation from other uses. Mixed occupan- cies shall be separated in accordance with the Interna- tional Building Code. 3206.3.2 Multiple high -piled storage areas. Multiple high piled storage areas shall be in accordance with Sec- tion 3206.3.2.1 or 3206.3.2.2. 3206.3.2.1 Aggregate area. The aggregate of all high - piled storage areas within a building shall be used for the application of Table 3206.2 unless such areas are separated from each other by 1-hourfire barriers con- structed in accordance with Section 707 the Interna- tional Building Code. Openings in such fire barriers shall be protected by opening protectives having a 1- hourfire protection rating. 3206.3.2.2 Multiclass high -piled storage areas. High - piled storage areas classified as Class I through IV not separated from high piled storage areas classified as high hazard shall utilize the aggregate of all high -piled storage areas as high hazard for the purposes of the application of Table 3206.2. To be considered as sepa- rated, 1 -hour fire barriers shall be constructed in accordance with Section 707 of the International Build- ing Code. Openings in such fire barriers shall be pro- tected by opening protectives having a 1 -hour fire protection rating. Exception: As provided for in Section 3204.2. 3206.4 Automatic sprinklers. Automatic sprinkler systems shall be provided in accordance with Sections 3207, 3208 and 3209. 291 I Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckner on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. ATTACHMENT #14 FLUE SPACES I I HIGH -PILED COMBUSTIBLE STORAGE ing 5 feet (1524 mm) in any dimension, shall be in accor- dance with Sections 3206 and this section. 3207.2 Fire protection. Where automatic sprinklers are required by Table 3206.2, an approved automatic sprinkler system shall be installed throughout the building or to 1 -hour fire barriers constructed in accordance with Section 707 of the International Building Code. Openings in such fire barri- ers arrrers shall be protected by opening protectives having a 1 -hour fire protection rating. The design and installation of the auto- matic sprinkler system and other applicable fire protection shall be in accordance with the International Building Code and NFPA 13. 3207.2.1 Shelf storage. Shelf storage greater than 12 feet (3658 mm) but less than 15 feet (4572 mm) in height shall be in accordance with the fire protection requirements set forth in NFPA 13. Shelf storage 15 feet (4572 mm) or more in height shall be protected in an approved manner with special fire protection, such as in -rack sprinklers. 3207.3 Pile dimension and height limitations. Pile dimen- sions, the maximum permissible storage height and pile vol- ume shall be in accordance with Table 3206.2. 3207.4 Array. Where an automatic sprinkler system design utilizes protection based on a closed array, array clearances shall be provided and maintained as specified by the standard used. SECTION 3208 RACK STORAGE 3208.1 General. Rack storage shall be in accordance with Section 3206 and this section. Bin boxes exceeding 5 feet (1524 mm) in any dimension shall be regulated as rack stor- age. 3208.2 Fire protection. Where automatic sprinklers are required by Table 3206.2, an approved automatic sprinkler system shall be installed throughout the building or to 1 -hour fire barriers constructed in accordance with Section 707 of the International Building Code. Openings in such fire barri- ers shall be protected by opening protectives having a 1 -hour fire protection rating. The design and installation of the auto- matic sprinkler system and other applicable fire protection shall be in accordance with Section 903.3.1.1 and the Interna- tional Building Code. 3208.2.1 Plastic shelves. Storage on plastic shelves shall be protected by approved specially engineered fire protec- tion systems. 3208.2.2 Racks with solid shelving. Racks with solid shelving having an area greater than 20 square feet (1.9 m2), measured between approved flue spaces at all four edges of the shelf, shall be in accordance with this section. Exceptions: 1. Racks with mesh, grated, slatted or similar shelves having uniform openings not more than 6 inches (152 mm) apart, comprising not less than 50 percent of the overall shelf area, and with approved flue spaces are allowed to be treated as racks without solid shelves. 2. Racks used for the storage of combustible paper records, with solid shelving, shall be in accor- dance with NFPA 13. 3208.2.2.1 Fire protection. Fire protection for racks with solid shelving shall be in accordance with NFPA 3208,3Tlue spaces Flue"spaces s aalt,be provided mactor dance4ith Table 3208.3. kequiredilne spaces shall be main- tatrecL - x,t...' 3208.3.1 Flue space ;protection j here, require fire:codeo tial. flue "spaces retained by Table :3208.3, in single , double yr multiple row rack storage installations shall be :egtiipped tthyapprovecld vtces'to protect the required fluespaces.rSuch devices shall not be removed or modified. :,> 3208.4 Column protection. Steel building columns shall be protected in accordance with NFPA 13. 3208.5 Extra -high -rack storage systems. Approval of the fire code official shall be obtained prior to installing extra - high -rack combustible storage. 3208.5.1 Fire protection. Buildings with extra -high -rack combustible storage shall be protected with a specially engineered automatic sprinkler system. Extra -high -rack combustible storage shall be provided with additional spe- cial fire protection, such as separation from other build- ings and additional built-in fire protection features and fire department access, where required by the fire code offi- cial. SECTION 3209 AUTOMATED STORAGE 3209.1 General. Automated storage shall be in accordance with this section. 3209.2 Automatic sprinklers. Where automatic sprinklers are required by Table 3206.2, the building shall be equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1. 3209.3 Carousel storage. High piled storage areas having greater than 500 square feet (46 m2) of carousel storage shall be provided with automatic shutdown in accordance with one of the following: 1. An automatic smoke detection system installed in accordance with Section 907, with coverage extending 15 feet (4575 mm) in all directions beyond unenclosed carousel storage systems and that sounds a local alarm at the operator's station and stops the carousel storage system upon the activation of a single detector. 2. An automatic smoke detection system installed in accordance with Section 907 and within enclosed car- ousel storage systems, that sounds a local alarm at the operator's station and stops the carousel storage system upon the activation of a single detector. 3. A single dead -man -type control switch that allows the operation of the carousel storage system only when the operator is present. The switch shall be in the same 294 2015 INTERNATIONAL FIRE CODE® Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckncr on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. room as the carousel storage system and located to pro- vide for observation of the carousel system. 3209.4 Automated rack storage. High piled storage areas with automated rack storage shall be provided with a manu- ally activated emergency shutdown switch for use by emer- gency personnel. The switch shall be clearly identified and shall be in a location approved by the fire chief. SECTION 3210 SPECIALTY STORAGE 3210.1 General. Records storage facilities used for the rack or shelf storage of combustible paper records greater than 12 feet (3658 mm) in height shall be in accordance with Sections 3206 and 3208 and NFPA 13. Palletized storage of records shall be in accordance with Section 3207. HIGH -PILED COMBUSTIBLE STORAGE Rack Areas 'A,B,C,D' TABLE 3208.3 REQUIRED FLUE SPACES FOR RACK STORAGE RACK CONFIGURATION AUTOMATIC SPRINKLER PROTECTION _SPRINKLERAT-THECEILiNGWITHORWITHOUT. MINIMUM IN -RACK_ SPRINKLERS TM „y, x,,. -" :TN -RACK =•. -__SpRtNKLERS,,.,,NONSPRINKLERED jSPRINKL i1fR ... <_ 25 feet_. 425 feet :Fry -:,-4 ., Any height Any height Storage height Option 1 Option 2 Smg1e row reek " Transverse flue space Size' 3 inches Not Applicable 3 inches Not Required :. Not Required Rack Area 'E' Vertically aligned Not Re 1tot,Apphcable, , Not Required —Yes Longitudinal flue space Not Required Not Applicable Nots uired NoQ2e' uwred Not Required Double -rove rad:,Transverse flue space Size" 6inches° 3inches3inches':' NotRequii ii;; Not Required Vertically aligned Not Required Not Required 'Yes . Not Applieble Not Required Longitudinal flue space Not Required 6 inches - 6lncltesgNotRe uired • Not Required ._' - rack' , Transverse flue space Size' 6 inches Not Applicable 6 inches NotRequtred , Not Required Vertically aligned Not Required q Not Applicablet Yes Not A l cable P Required Not Re uired Longitudinal flue space Not Required Not Applicable' Not Required Not Required",: Not Required For SI: 1 inch = 25.4 mm, 1 foot = 304 8 mm. a. Three-inch transverse flue spaces shall be provided not less than every 10 feet where ESFR sprinkler protection is provided b. Random variations are allowed, provided that the configuration does not obstruct water penetration 2015 INTERNATIONAL FIRE CODE® 295 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckner on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. ..r A kr y A low Yr ISR ATTACHMENT #15 MEANS OF EGRESS i '4042 2 Other egress components. ',The capacity, '..in chis, of nnean of. egress components other stair- J'ays'shall`:becalculated by multiplying -the oceipan1 load rved b `stick component bya rieans" r"ess';c aci actior';ii p4:2 iria1 5:1'mm) per occuparit. Exceptions: 1. For other than Group H and 1-2 occupancies, the capacity, in inches, of means of egress compo- nents other than stairways shall be calculated by multiplying the occupant load served by such component by a means of egress capacity factor of 0.15 inch (3.8 mm) per occupant in buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2 and an emergency voice/ alarm communication system in accordance with Section 907.5.2.2. 2. Facilities with smoke protected assembly seating shall be permitted to use the capacity factors in Table 1029.6.2 indicated for level or ramped aisles for means of egress components other than stairways where the entire path for means of egress from the seating to the exit discharge is provided with a smoke control system complying with Section 909. 3. Facilities with outdoor smoke protected assembly seating shall be permitted to the capacity factors in Section 1029.6.3 indicated for level or ramped aisles for means of egress components other than stairways where the entire path for means of egress from the seating to the exit discharge is open to the outdoors. 1005.4 Continuity. The minimum width or required capacity of the means of egress required from any story of a building shall not be reduced along the path of egress travel until arrival at the public way. 1005.5 Distribution of minimum width and required capacity. Where more than one exit, or access to more than one exit, is required, the means of egress shall be configured such that the loss of any one exit, or access to one exit, shall not reduce the available capacity or width to less than 50 per- cent of the required capacity or width. 1005.6 Egress convergence. Where the means of egress from stories above and below converge at an intermediate level, the capacity of the means of egress from the point of convergence shall be not less than the largest minimum width or the sum of the required capacities for the stairways or ramps serving the two adjacent stories, whichever is larger. 1005.7 Encroachment. Encroachments into the required means of egress width shall be in accordance with the provi- sions of this section. 1005.7.1 Doors. Doors, when fully opened, shall not reduce the required width by more than 7 inches (178 MEANS OF EGRESS mm). Doors in any position shall not reduce the required width by more than one-half. Exceptions: 1. Surface -mounted latch release hardware shall be exempt from inclusion in the 7 -inch maximum (178 mm) encroachment where both of the fol- lowing conditions exist: 1.1. The hardware is mounted to the side of the door facing away from the adjacent wall where the door is in the open posi- tion. 1.2. The hardware is mounted not less than 34 inches (865 mm) nor more than 48 inches (1219 mm) above the finished floor. 2. The restrictions on door swing shall not apply to doors within individual dwelling units and sleep- ing units of Group R-2 occupancies and dwelling units of Group R-3 occupancies. 1005.7.2 Other projections. Handrail projections shall be in accordance with the provisions of Section 1014.8. Other nonstructural projections such as trim and similar decorative features shall be permitted to project into the required width not more than 11/2 inches (38 mm) on each side. Exception: Projections are permitted in corridors within Group 1-2 Condition 1 in accordance with Sec- tion 407.4.3. 1005.7.3 Protruding objects. Protruding objects shall comply with the applicable requirements of Section 1003.3. SECTION 1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS 1006.1 General. The number of exits or exit access doorways required within the means of egress system shall comply with the provisions of Section 1006.2 for spaces, including me==a- nines, and Section 1006.3 for stories. 1006.2 Egress from spaces. Rooms, areas or spaces, includ- ing me==anines, within a story or basement shall be provided with the number of exits or access to exits in accordance with this section. 1006.2.1 Egress based on occupant load and common path of egress travel distance. Two exits or exit access doorways from any space shall be provided where the design occupant load or the common path of egress travel distance exceeds the values listed in Table 1006.2.1. Exceptions: 1. In Group R-2 and R-3 occupancies, one means of egress is permitted within and from individual dwelling units with a maximum occupant load of 20 where the dwelling unit is equipped through - 2015 INTERNATIONAL BUILDING CODE® 253 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckner on Jul 21. 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. INTERNATIONAL CODE COUNCIL i ** A I V i MEANS OF EGRESS out with an automatic sprinkler system in accor- dance with Section 903.3.1.1 or 903.3.1.2 and the common path of egress travel does not exceed 125 feet (38 100 mm). 2. Care suites in Group 1-2 occupancies complying with Section 407.4. 1006.2.1.1 Three or more exits or exit access door- ways. Three exits or exit access doorways shall be pro- vided from any space with an occupant load of 501 to 1,000. Four exits or exit access doorways shall be pro- vided from any space with an occupant load greater than 1,000. 1006.2.2 Egress based on use. The numbers of exits or access to exits shall be provided in the uses described in Sections 1006.2.2.1 through 1006.2.2.5. 1006.2.2.1 Boiler, incinerator and furnace rooms. Two exit access doorways are required in boiler, incin- erator and furnace rooms where the area is over 500 square feet (46 m2) and any fuel -fired equipment exceeds 400,000 British thermal units (Btu) (422 000 KJ) input capacity. Where two exit access doorways are required, one is permitted to be a fixed ladder or an alternating tread device. Exit access doorways shall be separated by a horizontal distance equal to one-half the length of the maximum overall diagonal dimension of the room. SPACES - WI 1006.2.2.2 Refrigeration machinery rooms. Machin- ery rooms larger than 1,000 square feet (93 m2) shall have not less than two exits or exit access doorways. Where two exit access doorways are required, one such doorway is permitted to be served by a fixed ladder or an alternating tread device. Exit access doorways shall be separated by a horizontal distance equal to one-half the maximum horizontal dimension of the room. All portions of machinery rooms shall be within 150 feet (45 720 mm) of an exit or exit access doorway. An increase in exit access travel distance is permitted in accordance with Section 1017.1. Doors shall swing in the direction of egress travel, regardless of the occupant load served. Doors shall be tight fitting and self-closing. 1006.2.2.3 Refrigerated rooms or spaces. Rooms or spaces having a floor area larger than 1,000 square feet (93 m2), containing a refrigerant evaporator and main- tained at a temperature below 68°F (20°C), shall have access to not less than two exits or exit access door- ways. Exit access travel distance shall be determined as specified in Section 1017.1, but all portions of a refrig- erated room or space shall be within 150 feet (45 720 mm) of an exit or exit access doorway where such rooms are not protected by an approved automatic TABLEi006 A ... ONE .EXITjOR EXIT -ACCESS DOORWA' ;, �OGCUPANCY &g s ✓" ~;` MAXIMUM OCCUPANT LOAD OF SPACE," " " �' of •MAXIMUMOMM CON PATH OF EGRESS TRAVEL" DISTANCE (feet) Without Sprinkler System feet () With Sprinkler System (feet)'' = Occupant Load OL 5 30 OL > 30 A`, E, M 49 75 75 75' B 49 100 75 100' F 49 75 75 100' H -I, H-2, H-3 3 NP NP 25b H-4, H-5 10 NP NP 75b I-1, I-2", I-4 10 NP NP 75' I-3 10 NP NP 100' R-1 10 NP NP 75' R-2 10 NP NP 125' R-3` 10 NP NP 125' R-4' 10 75 75 125' 29 " .- ... 1011 75 - - .100°'%, U 49 100 75 75' For SI: 1 foot = 304.8 mm. NP =Not Permitted. a. Buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2. See Section 903 for occupancies where automatic sprinkler systems are permitted in accordance with Section 903.3.1.2. b. Group H occupancies equipped throughout with an automatic sprinkler system in accordance with Section 903.2.5. c. For a room or space used for assembly purposes having fixed seating, see Section 1029 8. d. For the travel distance limitations in Group I-2, see Section 407.4 e. The length of common path of egress travel distance in a Group R-3 occupancy located in a mixed occupancy building or within a Group R-3 or R-4 congregate living facility. f The length of common path of egress travel distance in a Group S-2 open parking garage shall be not more than 100 feet. 254 INTERNATIONAL CODE Comm ** I ** I I 2015 INTERNATIONAL BUILDING CODE® Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckner on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. • * mlo discernible path of egress travel to an exit is provided; and the means of egress into the adjoining space is not subject to locking from the egress side. A required means of egress serving the larger tenant space shall not pass through the smaller tenant space or spaces. SECTION 1017 EXIT ACCESS TRAVEL DISTANCE 1017.1 General. Travel distance within the exit access por- tion of the means of egress system shall be in accordance with this section. 1017.2 Limitations. Exit access travel distance shall not exceed the values given in Table 1017.2. 1017.2.1 Exterior egress balcony increase. Exit access travel distances specified in Table 1017.2 shall be increased up to an additional 100 feet (30 480 mm) pro- vided the last portion of the exit access leading to the exit occurs on an exterior egress balcony constructed in accor- dance with Section 1021. The length of such balcony shall be not less than the amount of the increase taken. 1017 2.2 Groh access_travel .i =1 or -1 ''1,016 '"tions are"tnet cue's'.; 1 increase.,The maximum exit 1 be 400 feet .(122In) in, Group ere all. of the'following.condi- Thepo oMnof theoxoucicling classifted;as;:Group or S=l is`•litlnited tne story in height tt *iii ti;V tram 'y% ... The minimum height the finished floor to bi)ttom of;tlie`ceiling or roof,slabeor leek is,24 feet " 3I5xn e udding its equipped throughout with, an auto--, ' on K i, ey 1017.3 Measurement. Exit access travel distance shall be measured from the most remote point within a story along the natural and unobstructed path of horizontal and vertical egress travel to the entrance to an exit. Exception: In open parking garages, exit access travel distance is permitted to be measured to the closest riser of an exit access stainvay or the closest slope of an exit access ramp. 1017.3.1 Exit access stairways and ramps. Travel dis- tance on exit access stairways or ramps shall be included in the exit access travel distance measurement. The mea- surement along stairways shall be made on a plane parallel and tangent to the stair tread nosings in the center of the stair and landings. The measurement along ramps shall be made on the walking surface in the center of the ramp and landings. SECTION 1018 AISLES 1018.1 General. Aisles and aisle accessways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle accessways shall be provided from all occupied portions of MEANS OF EGRESS the exit access that contain seats, tables, furnishings, displays and similar fixtures or equipment. The minimum width or required capacity of aisles shall be unobstructed. Exception: Encroachments complying with Section 1005.7. 1018.2 Aisles in assembly spaces. Aisles and aisle access - ways serving a room or space used for assembly purposes shall comply with Section 1029. 1018.3 Aisles in Groups B and M. In Group B and M occu- pancies, the minimum clear aisle width shall be determined by Section 1005.1 for the occupant load served, but shall be not less than that required for corridors by Section 1020.2. Exception: Nonpublic aisles serving less than 50 people and not required to be accessible by Chapter 11 need not exceed 28 inches (711 mm) in width. ,TABLE °1017.: .. EXIT "ACCESS .TRAVEL .DISTANCE8 i' .00CUPANCY ::: WITHOUT SPRINKLER SYSTEM (feet) "'WITH SPRINKLER :. ` ';SYSTEM ;. i:; . (feet) ,A 'E,•F l,fwl, I2 S 1 ':-.250 200 ','.- I-1 Not Permitted 2506 B 200 300` F-2, S-2, U 300 400` H-1 Not Permitted 75d H-2 Not Permitted 100' H-3 Not Permitted 150' H-4 Not Permitted 175d H-5 Not Permitted 200` I-2, I-3, 1-4 Not Permitted 200` For SI: 1 foot = 304.8 mm. a. b c. d. See the following sections for modifications to exit access travel distance requirements' Section 402.8. For the distance limitation in malls Section 404 9 For the distance limitation through an atrium space Section 407.4: For the distance limitation in Group 1-2. Sections 408.6.1 and 408.8.1: For the distance limitations in Group 1-3. Section 411.4: For the distance limitation in special amusement buildings. Section 412.7: For the distance limitations in aircraft manufacturing facilities. Section 1006.2.2.2: For the distance limitation in refrigeration machinery rooms. Section 1006.2.2.3: For the distance limitation in refrigerated rooms and spaces. Section 1006.3.2: For buildings with one exit. Section 1017.2.2: For increased distance limitation in Groups F-1 and S-1. Section 1029.7: For increased limitation in assembly seating Section 3103.4: For temporary structures Section 3104 9: For pedestrian walkways. Buildings equipped throughout with an automatic sprinkler systems in accordance with Section 903.3.1.1 or 903.3.1.2. See Section 903 for occupancies where automatic sprinkler systems are permitted in accordance with Section 903.3.1.2. Buildings equipped throughout with an automatic sprinkler systems in accordance with Section 903 3.1.1. Group H occupancies equipped throughout with an automatic sprinkler system in accordance with Section 903.2.5.1. i i r .r Imo rr WWI 2015 INTERNATIONAL BUILDING CODE® 277 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckncr on Jul 21, 2014 6:46:18 PM pursuant to License 11111 Agreement. No further reproductions authonzcd. INTERNATIONAL CODE COUNCIL I I ISR IR r✓ 1� y Y�I OR rr 7•R !R i miffed by Table 602 and unprotected openings are permitted by Table 705.8. TABLE 1020.1 CORRIDOR FIRE -RESISTANCE RATING OCCUPANCY OCCUPANT LOAD SERVED BY CORRIDOR REQUIRED FIRE -RESISTANCE RATING (hours) Without sprinkler system With sprinkler system` H-1, H-2, H-3 All Not Permitted 1 H-4, H-5 Greater than 30 Not Permitted 1 A, B, E, F, M, S, U Greater than 30 1 0 R Greater than 10 Not Permitted 0.5 I-2', 1-4 All Not Permitted 0 I-1, 1-3 All Not Permitted 1b a. For requirements for occupancies in Group I-2, see Sec ions 407.2 and 407.3. b. For a reduction in the fire -resistance rating for occupancies in Group I-3, see Section 408.8. c. Buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or 903 3.1 2 where allowed. 1020.2 Width and capacity. The required capacity of corri- dors shall be determined as specified in Section 1005.1, but the minimum width shall be not less than that specified in Table 1020.2. Exception: In Group I-2 occupancies, corridors are not required to have a clear width of 96 inches (2438 mm) in areas where there will not be stretcher or bed movement for access to care or as part of the defend -in-place strategy. TABLE 1020.2 MINIMUM CORRIDOR WIDTH OCCUPANCY MINIMUM WIDTH (inches) Any facilities not listed below 44 Access to and utilization of mechanical, plumbing or electrical systems or equip- ment 24 With an occupant load of less than 50 36 Within a dwelling unit 36 In Group E with a corridor having an occu- pant load of 100 or more 72 In corridors and areas serving stretcher traffic in ambulatory care facilities 72 Group I-2 in areas where required for bed movement 96 For SI: 1 inch = 25.4 mm. 1020.3 Obstruction. The minimum width or required capac- ity of corridors shall be unobstructed. Exception: Encroachments complying with Section 1005.7. i--. 1020.4 Dead ends. Where more than 'one exitAor exit riecess . doorway is 'required, the exit access shall be arranged .such 2015 INTERNATIONAL BUILDING CODE® INTERNATIONAL CODE cou ciL that cthere are 0,09611n1ri) in le exceptions: l: In occupancies in Group 1-3 of Condition 2, 3 or 4, the dead end in a corridor shall not exceed 50 feet (15 240 mm). dead endsin 'cbridars nth. MEANS OF EGRESS 20 feet .occupancies,, in,Groups°l3, E, F;1-1 1, R..2; and U ;wherethe •building `is°$.equipped 3x fq: m £ oughout ith Fan rauta�nattc sprin e' ystem in ° accordance with Section 903 3 '1 1, the<le of the ead-end'catidprs.s}iall not exceed v0 feet {i5 240 3. A dead-end corridor shall not be limited in length where the length of the dead-end corridor is less than 2.5 times the least width of the dead-end corri- dor. 1020.5 Air movement in corridors. Corridors shall not serve as supply, return, exhaust, relief or ventilation air ducts. Exceptions: 1. Use of a corridor as a source of makeup air for exhaust systems in rooms that open directly onto such corridors, including toilet rooms, bathrooms, dressing rooms, smoking lounges and janitor clos- ets, shall be permitted, provided that each such cor- ridor is directly supplied with outdoor air at a rate greater than the rate of makeup air taken from the corridor. 2. Where located within a dwelling unit, the use of cor- ridors for conveying return air shall not be prohib- ited. 3. Where located within tenant spaces of 1,000 square feet (93 m2) or less in area, utilization of corridors for conveying return air is permitted. 4. Incidental air movement from pressurized rooms within health care facilities, provided that the corri- dor is not the primary source of supply or return to the room. 1020.5.1 Corridor ceiling. Use of the space between the corridor ceiling and the floor or roof structure above as a return air plenum is permitted for one or more of the fol- lowing conditions: 1. The corridor is not required to be of fire -resistance - rated construction. 2. The corridor is separated from the plenum by fire - resistance -rated construction. 3. The air -handling system serving the corridor is shut down upon activation of the air -handling unit smoke detectors required by the International Mechanical Code. 4. The air -handling system serving the corridor is shut down upon detection of sprinkler water flow where the building is equipped throughout with an auto- matic sprinkler system. 279 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckncr on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. ATTACHMENT #16 OCCUPANCY SEPARATION Iml ^I I• V R GENERAL BUILDING HEIGHTS AND AREAS occupancies shall apply to the total nonseparated occu- pancy area. Where nonseparated occupancies occur in a high-rise building, the most restrictive requirements of Section 403 that apply to the nonseparated occupancies shall apply throughout the high-rise building. 508.3.2 Allowable building area and height. The allow- able building area and height of the building or portion thereof shall be based on the most restrictive allowances for the occupancy groups under consideration for the type of construction of the building in accordance with Section 503.1. 508.3.3 Separation. No separation is required between nonseparated occupancies. Exceptions: 1. Group H-2, H-3, H-4 and H-5 occupancies shall be separated from all other occupancies in accor- dance with Section 508.4. 2. Group I-1, R-1, R-2 and R-3 dwelling units and sleeping units shall be separated from other dwelling or sleeping units and from other occu- pancies contiguous to them in accordance with the requirements of Section 420. 508.4 Separated occupancies. Buildings or portions of buildings that comply with the provisions of this section shall be considered as separated occupancies. 508.4.1 Occupancy classification. Separated occupancies shall be individually classified in accordance with Section 302.1. Each separated space shall comply with this code based on the occupancy classification of that portion of the building. 508.4.2 Allowable building area. In each story, the build- ing area shall be such that the sum of the ratios of the actual building area of each separated occupancy divided by the allowable building area of each separated occu- pancy shall not exceed 1. 508.4.3 Allowable height. Each separated occupancy shall comply with the building height limitations based on the type of construction of the building in accordance with Section 503.1. Exception: Special provisions of Section 510 shall per- mit occupancies at building heights other than provided in Section 503.1. 508.4.4 Separation. Individual occupancies shall be sepa- rated from adjacent occupancies in accordance with Table 508.4. 508.4.4.1 Construction. Required separations shall be fire barriers constructed in accordance with Section 707 or horiLontal assemblies constructed in accordance with Section 711, or both, so as to completely separate adjacent occupancies. SECTION 509 INCIDENTAL USES 509.1 General Incidental uses located within single occu- pancy or mixed occupancy buildings shall comply with the provisions of this section. Incidental uses are ancillary func- tions associated with a given occupancy that generally pose a greater level of risk to that occupancy and are limited to those uses listed in Table 509. Exception: Incidental uses within and serving a dwelling unit are not required to comply with this section. TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS) OCCUPANCY A, E I-1', 13, 1-4 1 2 R' F-2, S-2", U �'�1'' S-1 "'.. H 1 H 2 H-3, H-4 H 5 S NS S NS S NS S NS S NS S-'--_ NS S NS S NS S NS S NS A, E N N 1 2 2 NP 1 2 N 1 1 2 NP NP 3 4 2 3 2 NP I -1a,1-3,1-4 — — N N 2 NP 1 NP 1 2 1 2 NP NP 3 NP 2 NP 2 I NP I-2 — — — — N N 2 NP 2 NP 2 NP NP NP 3 NP 2 NP 2 INP Ra — — — — — — N N l' 2` 1 2 NP NP 3 NP 2 NP 2 NP F-2, S-25, U — — — — — — — — N N i 2 NP NP 3 4 2 3 2 NP S-1 — — — — — — — — — N NP NP 2 3 1 2 1 NP H-1 — — — — — — — — — — — — N NP NP NP NP NP NP NP H-2 — — — — — — — — — — — — N NP 1 NP I NP H-3, H-4 — — — — — — — — — — — — — — — — Id NP I NP H-5 — — — — — — — — — — — — — — — — — — N NP S = Buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1. N,S Buildings not equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3 1.1. N Nv separaitop_requirement. NP = Not permitted. a See Section 420. b The required separation from areas used only for private or pleasure vehicles shall be reduced by I hour but not to less than 1 hour. c. See Section 406.3.4. d. Separation is not required between occupancies of the same classification. e. See Section 422.2 for ambulatory care facilities. 108 INTERNATIONAL CODE cQUNCII 2015 INTERNATIONAL BUILDING CODE® Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckner on Jul 21, 2014 6:46.18 PM pursuant to License Agreement. No further reproductions authorized. ATTACHMENT #17 SEPARATION OF HIGH -PILED STORAGE AREAS SECTION 3204 DESIGNATION OF HIGH -PILED STORAGE AREAS 3204.1 General. High piled storage areas, and portions of high piled storage areas intended for storage of a different commodity class than adjacent areas, shall be designed and specifically designated to contain Class I, Class II, Class III, Class IV or high -hazard commodities. The designation of a high piled combustible storage area, or portion thereof intended for storage of a different commodity class, shall be based on the highest hazard commodity class stored except as provided in Section 3204.2. 3204.2 Designation based on engineering analysis. The designation of a high -piled combustible storage area, or por- tion thereof, is allowed to be based on a lower hazard class than that of the highest class of commodity stored when a limited quantity of the higher hazard commodity has been demonstrated by engineering analysis to be adequately pro- tected by the automatic sprinkler system provided. The engi- neering analysis shall consider the ability of the sprinkler system to deliver the higher density required by the higher hazard commodity. The higher density shall be based on the actual storage height of the pile or rack and the minimum allowable design area for sprinkler operation as set forth in the density/area figures provided in NFPA 13. The contigu- ous area occupied by the higher hazard commodity shall not exceed 120 square feet (11 m2) and additional areas of higher hazard commodity shall be separated from other such areas by 25 feet (7620 mm) or more. The sprinkler system shall be capable of delivering the higher density over a minimum area of 900 square feet (84 m2) for wet pipe systems and 1,200 square feet (111 m2) for dry pipe systems. The shape of the design area shall be in accordance with Section 903. SECTION 3205 HOUSEKEEPING AND MAINTENANCE 3205.1 Rack structures. The structural integrity of racks shall be maintained. 3205.2 Ignition sources. Clearance from ignition sources shall be provided in accordance with Section 305. 3205.3 Smoking. Smoking shall be prohibited. Approved "No Smoking" signs shall be conspicuously posted in accor- dance with Section 310. 3205.4 Aisle maintenance. When restocking is not being conducted, aisles shall be kept clear of storage, waste mate- rial and debris. Fire department access doors, aisles and exit doors shall not be obstructed. During restocking operations using manual stocking methods, a minimum unobstructed aisle width of 24 inches (610 mm) shall be maintained in 48 - inch (1219 mm) or smaller aisles, and a minimum unob- structed aisle width of one-half of the required aisle width shall be maintained in aisles greater than 48 inches (1219 mm). During mechanical stocking operations, a minimum unobstructed aisle width of 44 inches (1118 mm) shall be maintained in accordance with Section 3206.9. 3205.5 Pile dimension and height limitations. Pile dimen- sions and height limitations shall comply with Section 3207.3. HIGH -PILED COMBUSTIBLE STORAGE 3205.6 Designation of storage heights. Where required by the fire code official, a visual method of indicating the maxi- mum allowable storage height shall be provided. 3205.7 Arrays. Arrays shall comply with Section 3207.4. 3205.8 Flue spaces. Flue spaces shall comply with Section 3208.3. SECTION 3206 GENERAL FIRE PROTECTION AND LIFE SAFETY FEATURES 3206.1 General. Fire protection and life safety features for high piled storage areas shall be in accordance with Sections 3206.2 through 3206.10. 3206.2 Extent and type of protection. Where required by Table 3206.2, fire detection systems, smoke and heat removal and automatic sprinkler design densities shall extend the lesser of 15 feet (4572 mm) beyond the high piled storage area or to a permanent partition. Where portions of high - piled storage areas have different fire protection require- ments because of commodity, method of storage or storage height, the fire protection features required by Table 3206.2 within this area shall be based on the most restrictive design requirements. 3206.3 Separation of high -piled storage areas. High piled storage areas shall be separated from other portions of the building where required by Sections 3206.3.1 through 3206.3.2.2. 3206.3.1 Separation from other uses. Mixed occupan- cies shall be separated in accordance with the Interna- tional Building Code. 3206.3.2 Multiple high -piled storage areas. Multiple high piled storage areas shall be in accordance with Sec- tion 3206.3.2.1 or 3206.3.2.2. 3206.3.2.1 Aggregate area. ;The aggregate o 'all ,high - piled `storage areas, ithm a'building shall'] a used for... the application of able 32062;unless such areas pare separated from each, outer by` 'lour fire barriers coin strutted in accordance,iirith Section 707 the Int0r a- ttonal Building Cade f Openings i.n; such flu barriers shall be protected by opening protectives ,h ving:a ;i hear fire r4rect im rain2 T 3206.3.2.2 Multiclass high -piled storage areas. High - piled storage areas classified as Class I through IV not separated from high piled storage areas classified as high hazard shall utilize the aggregate of all high piled storage areas as high hazard for the purposes of the application of Table 3206.2. To be considered as sepa- rated, 1 -hour fire barriers shall be constructed in accordance with Section 707 of the International Build- ing Code. Openings in such fire barriers shall be pro- tected by opening protectives having a 1 -hour fire protection rating. Exception: As provided for in Section 3204.2. 3206.4 Automatic sprinklers. Automatic sprinkler systems shall be provided in accordance with Sections 3207, 3208 and 3209. I 2015 INTERNATIONAL FIRE CODE® 291 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Ellie Klausbruckncr on Jul 21, 2014 6:46:18 PM pursuant to License Agreement. No further reproductions authorized. ¶' Wei‘ -t" 0 1 / N O 01_0 1400,f,a f e NtuJ 1 N-0 0) , N1� S 8_ O LL O 0 et Igo kXrsr, JU b /Col` Ne 3:' M N 114f It_j .1E) ` 1. 1,0 44,i, <CF'../ f'L) / eq. It ((2' 1 rI U U IT IL, 1N) Nor To SCALE_ PtV D ANT 1 LiV 1 CANOPY ;11 i o P V ACCEPTED WITHOUT COMMENTS. AS NOTED IN RED ER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to:iese drawings after this date will void alis acceptance and will re• uire a resubmittal Final acceptance is subject to field - inspection by a representative of this .=.:ii tit DATE: $ :Y: SVA" CITY OF TUKWILA 575-4407 Tu Pie and No. and dow WILA FIRE DEPARTMENT se call: 5�75.4407 J or raaddra n°a shut approval. Y-�''1 E�Kie�y 84arr ��tPfc Pe*, 4tap RE� WED JAN 24 19 BY _ _ TUKWILA FIRE PREVENTION BUREAU RAINIER FIRE PROTECTION INC. 4632 Pioneer Rood Bothell, WA 68012 Phone 481-7666 OC(/ / e'T 414 -t 3 - '5 -rota, 19,0 10-0 4' -44- 1 � Z PJC floc -P E i f Yz t/ . Lo/q, I LA- Ar o f Yq 7 i- MANI. BLL)to It! L- NT of, G rte. -S tk.sT i kirE .i\E w .4.1(4ti Oarn:.<<, 0s NEtu C-Ff'ltcF. l50 4- M a LI ACCE WITHOUT COM S NOTED IN 0 PER THE ATTA The drawings affixed h reviewed and accepted Tukwila Fire Dept. Addi or revisions to these dra date will void this acce require a resubmittal of Final acceptance is su inspection by a represe department ED ENTS. ED HED LETTER reto have been y the City of ions, deletions Ings after this ance and will revised drawings. ject to fiel9- tative of this DAIf( .tBY: .._........_... OF TUKW 575-440/ N ut (\IAA) i F E$ o-C-4ice.._ ipistagLiricNAI to2 M C 1003 Lo LLs 11000 SaPI`al—ter ev- TtJRWI Please call: 575.4407 and give this 'ab No. 866 z and exact address for shut- down or restoration approval!. RECEIVED AUG 19"q Y.. _ UKWILA FIRE PREVENTION BUREAU JOHN J. ABEL FIRE PROTECTION CO., INC. 4932 PIONEER ROAD BOTHELL, WA 98012 (206) 481.7669 ja-86 RA zf yz -41 % ti e , /, - - - - ,,4M ^ .,--./' ---1 19,0 10-0 4' -44- 1 � Z PJC floc -P E i f Yz t/ . Lo/q, I LA- Ar o f Yq 7 i- MANI. BLL)to It! L- NT of, G rte. -S tk.sT i kirE .i\E w .4.1(4ti Oarn:.<<, 0s NEtu C-Ff'ltcF. l50 4- M a LI ACCE WITHOUT COM S NOTED IN 0 PER THE ATTA The drawings affixed h reviewed and accepted Tukwila Fire Dept. Addi or revisions to these dra date will void this acce require a resubmittal of Final acceptance is su inspection by a represe department ED ENTS. ED HED LETTER reto have been y the City of ions, deletions Ings after this ance and will revised drawings. ject to fiel9- tative of this DAIf( .tBY: .._........_... OF TUKW 575-440/ N ut (\IAA) i F E$ o-C-4ice.._ ipistagLiricNAI to2 M C 1003 Lo LLs 11000 SaPI`al—ter ev- TtJRWI Please call: 575.4407 and give this 'ab No. 866 z and exact address for shut- down or restoration approval!. RECEIVED AUG 19"q Y.. _ UKWILA FIRE PREVENTION BUREAU JOHN J. ABEL FIRE PROTECTION CO., INC. 4932 PIONEER ROAD BOTHELL, WA 98012 (206) 481.7669 ja-86 RA zf yz -41 ti ,c&( is-rift/6 -1- MO' . NI aL1 2 4- ACCEPTED WITHOUT COMMENTS. S NOTED IN RED is PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to these drawings after this date will void this acceptance anti will require a resubmittal of revised drawings. Final acceptance is subject to field - inspection by a representative of this department , DATE: � BY: - CITY OF TUKWILA 575-4407 G 0 1 M TUKWILA FIRE DEP Please call: 575A7TMENiP - and give this job 4407 No.850267 and exact address for down or restoration shot - approval. w o 0 JOHN J. ABEL FIRE PROTECTION CO., INC. 4932 PIONEER ROAD BOTHEU. WA 98012 (206) 481.7669 E 5O/ll/$7i14d vr.� i 7Oo0 /74/ xtAin y dt,-)t •t PCs of-ict / Ptc:). (-1g -- Ajle‘ FILE 1 UKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. 9 77— /5_5 and exact address for shut- down or restoration approval. To ✓.ems! (--0 rt / LLoc4 7-�} ec4J Tec c._/ < c01410/N% 11-4C r L. r T�l /ILL 7-i4vGi/ s £ Q e ,4I af l,L,,'-� L5 4 /3j RECEIVED ,Ally, 1.0 1g87 BY TUKWILA FIRE PREVENTION BUREAU - !1r UI �r�r4 j;r ACCEPTE - WITHOUT COMMENTS. ❑ AS NOTED IN RED _O PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed: d-a,cce.)ted by the City of Tukwila Fire De,)t. +Additions, deletions or revisions to t- eSe drawings after this date will void this acce Jt;nce and will ;require a resub.nittal of revised drawings. ina1 accs )tan? is subject to field- inspec irn by a representative of this dep rtss:ent DATE: S /e-e7BY_ CITY OF TUKWILA $775 575.4407 JOHN J. ABEL FIRE PROTECTION CO., INC. 4932 PIONEER ROAD BOTHELL, WA 98012 (206)481.7669 47 a/ 4 -)67 -re Ici 't) c 6-A7,W T b-87 /?oo o 5ourr1 yr'C.it 0,416 �,,� J Warehouse Building Mc . P '? z-o(o /31 56 76, S� Fenceline vAil 'c,lrc conte. 14=v9( ie 1 STM- --)0111 mitk Water Line 11A -T.0( -cos ' 31'rfils5 S ASP#ALT' ASP tlA41 gF1?A1 DETAIL Asphalt Drive MW -2 5/gcSrc Propose otio Ked/. MW -1 Monitoring Well Location — Soil Boring Location — Proposed Angled Soil Boring 520 mg/kg Co MW -1 Fire HydraQt Approximate Scale (feet) 0 5 10 20 Former 2' Vent Line " ttc 15( r,1°F'tL L. j N15 storm Pu FLAKE pin ko Ecf Sl Y -N b bo c.?/ P tov* Sx.X. MW -3 0 I ND I 1rND tENthe JAN 1 1 2001 ITUKWILA PUBI IC WQRKs Figure 2 Site Plan ACla GROUP SERVICES Federated Logistics and Operations 17000 Southcenter Parkway Tukwilo, Washington Project No. 75-99336.00 I June 2000 m 3 et,b:60 TO R4titaed at44eaS 9L66 -99L-902 .7.- JUL ..JUL 2 1991 — . -s- r.••--"".� •U C N ? 1 x(11 syrX ):r.),J A---% ty..) X C TO —76 0 A i �N HOUT COMMENTS. AS NOTED IN REJ PER THE ATTAC::ED LETTEF The drawings affixcd'hzroto have be reviewed and accodt.ed by the Ci ' of Tukwila Fire Dept. A.' 1iti ,�z, dt y by or revisions to date will vol a t:. - require a re3 �.:i;. _i •v Final ac:^,� ;o ^ i.; inspeei b;i vy u , a_� u o: dep, rL. et!. DATE: 1 3A C i i 1,„ ILA 5✓5-44v. ATI 11 <lot C. )r 6 c -- r—,, w .A 1'P. •E n TUKWILA FIRE OEPARTiv1dNt Please call t 575.44Q7 No.' giv.:✓this job \O.�!'- �. - rrrJW.ti.:ihNYrarrsti'+1 and acdre. s for thiut. own or restoration apprrvc i c o> C d 0 r FIDE LIST OF MATERIALS SUPPLIED TO: FEDERATED LOGISTICS DISTRIBUTIO 17000 SOUTHCENTER PARKWAY TUKWILA, WA 98188 FIRE DISTRICT. TUKWILA FOR MONITORING PERMIT BY: ADT SECURITY SYSTEMS CONTACT: DON LEE TELEPHONE: 654-3084 REGISTRATION NUMBER: ADTSES*11 DATE: 7/14/97 QUANITY MODEL CENTER These plans have been review c by The Tukwila Fire Prevention Bureau far conforrr;z.rice with current c t," standards. Acceptance is subject to err{or$ an;t omissions which do not authorize. ar«.it. • standards and ordinances. ME re; ►,,a4 t�osE y adequacy of design rest; t:x@ily. 4A�t;" ��r:. ;`r ::i-, t;r• i Additions, deletions or rev,.10,i, this date will void this accept z w ii4i;r. resubmittal of revised drawincg.;, for subsegdiertr app,.,r,i,, , Final acceptance is subject to field test and inspection b Tukwila Fire Prevention Bureau. Date: ± By: 5- (r AC ADT Security Services, Inc. 841 Powell Avenue SW 1 Fax 206 654 218 Without Comments As Noted In Red Per The Attached Letter DESCRIPTION 1 2 1 FOCUS 200 PS -1270 QVRt-Pb CONTROL PANEL BATTERY A.ODZE'SS ttio�v�-E NOTE: ADT IS ONLY SWITCHING OUT THE EXISTING COMMUNICATOR FOR A CURRENT MODEL. MONITORING WILL BE BY ADT. TUKWILA FIRE DEPARTMIN1 Please call: 575.4407 end give this job No. 97-F-.)-® and exact address for shut- down or restoration approval. mm@--Q-1"2\!;_i "mak tli AUG 2 6 1997 ID � Z TUKWILA FIRE DEPARTMENT Please call:575.4407 and give this job No. 3 - Ss for shut- down or restoration exactas oration approval. REVISED LIST OF EQUIPM LIST OF MATERIALS SUPPLIED TO: THE BON, INC. 17000 SOUTHCENTER PARKWAY TUKWILA WA 98188 FIRE DISTRICT. TUKWILA FOR FIRE ALARM MONITORING BY : ADT SECURITY SYSTEMS CONTACT: FRANK CRUSON TELEPHONE: 389-6927 REGISTRATION NUMBER: ADTSES*115 DATE: 11-24-93 QUANTITY MODEL Security Systems 1916 Boren Avenue Seattle WA 98101-1406 Telephone 206 624 3103 Fax 206 654 2189 FILE ACCEPTED WITHOUT COMMENTS. ' AS NOTED IN RED 0 PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings. Final acceptance is subject to field - inspection by a representative of this department DATE:') %3 8Y:5- c/2 5 CITY OF TUKWILA 575-4407 DESCRIPTION 1 1 1 1 1 STU-2Z ADT -CAB -500R IZ-8 CR -4 2 ZONE SUBSCRIBER TERM. UNIT CONTROL MODULE 8 ZONE MODULE RELAY MODULE PS12250 24ah BATTERY .c. vo NOTE: CONNECTION TO CUSTOMER OWNED DUCT DETECTOR. - 172072 1 55°-C`` A B C D E F G Fr J K ' 1f HOOK HANQER LEQEND L ROD SYMBOL E TYPE MFG 0 a SPRINKLER HEADS MODEL SIZE TEMP_ FINISH 55'- Q' c - BAC lc - T .R SIZE 3- ::.) -1`-.t Lr 4 i:L • - - 0 0 ACCEPTED Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the dequecy cf design rests totally with the designer. -_•kaditions, deletions or revisions to these drawings after this date wiii void this acceptance and will require a resubmittal of revised drawings for subsequent approval. a Final acceptance is subject to field test and inspection by 'The Tukwila Fire Prevention Bureau. CANOPY FLAN v i E`,i v LjY8'. 1.-0— QUANTITY MK REVISIONS DATE BY DESCRIPTION COACH SCREW ROD IA MACHINE THREADED ROD ;S`F A 155" I =}_ rFCC.+ . i 0 ' c' CLAMP TOP BEAM CLAMP N P TOGGLE NUT POWDER DRNEN STUD • Gtr'i Y� - 2oa' ?¢Z I A A EYE ROD R WEDGE ANCHOR E A FLUSH SHELL CEILING FLANGE T u-I3ZLT APPROVALS REQUIRED i UKWIL A SIDE BEAM BRACKET ' f BOLT SHORT CLIP W Y Y TOTAL THIS SHEET 4- r: f F • r I%` ?_NTT=kFC - v +J /TA PJ 5 L J [TC k -i Cu J i§ th G EY r RIL k ER =0=r C - LA PLO! NI E Eo0—�_ NOTE = - I) FIFE �iZBO 17--PRLNK---E.� = N+O SIV k Dom•' I` rL.=•=- -' rLEK EL_VA i t0NJ SIS=-aEAP4 FE LT HANGER I -DRY PENOw T +I ER ACKET P�IZ -kTRA '-IAZAkPt -C SCHBL JLE _ FEF a' TRA j--4 AN- SCD cQ.. FEET Z'Er: Lr- I' -O" CI4_3U1= DECK 4 FEN >Er-tT = tr4 5) VW -0 T ECT SPR IN1L.E;IS f_} A FLEXtELIE 4 ` CF Ti -IE 4_ .-_It . OF C � r -. -T-Ca HPVE HEAD GUARDS_ Lv11-I Pk_P ►� tea;=,S. to A s.. GROeotED WLJF'LtrvC- SHALL EG Fls-GviitED [AiITISIt-J TCP t r.D B- TT- ,r't Op DRP TO BOOT4 CNrFAweg4-i44.4$' Sut'L=k,rw[5OE� 5:.�1 iCrl Lam:` OTHERS. TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. qi 'Seo 70 and exact address for shutd down or restoration approval. SITE PLAN NTS QENERAL NOTES I- I 1- ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2_ PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WIT NFPA PAMPHLET NO. 13. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 1 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. - B. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBIUTY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE_ FILE • Certificate, N. ssot` ° � a A, taVAWSLar• d'Ve&:%) tx.0 GACO WESTERN 181 on Sc_Nt_ITI-ICENTE=R PARKWAY TUKWILA, WASHiNGT'O--1 38186 CONTRACT WITH: T }-4OMAS INJD:.T5 i R Z413 KEL`ARr.1 EY WAY SE_ E t�EVUiE. WA.. a Qc, IEE@MEMET Al MAR 3 ` 1996 CONTACT -1 TOM HANILEN 425 -6,$8-e.f3+4 L --,A Qa -SBZZ Fire Systems West 219 FRONTAGE ROAD N.- SUITE B PACIFIC, WA 98047 (253) 833-1248 FAX (253) 735-0113 WA CL IFIRESWI 14061 WA ECL #FIRESWI 055LW Q.C- FAB BY: 0.C- INSTALL BY l l DESIGNER DATE JOB NO. SHEET 3-3a-93 701$8 I OF 'l' r���1 e Y nl91 D ,, - POS Office Demolition 1. Remove all walls and drop ceiling. 2. Remove drop sprinklers and cap at existing overhead 3. Remove floor tile. 4. Remove all electrical fittings and plug at boxes. = Existing sprinkler heads to be removed and capped. (P,4 lines. The. Eon Marche Distribution Center 17000 Southcenter Parkway Tukwila, WA 98188 PO6 Office Demolition 1. Remove all walls and drop ceiling. 2. Remove drop sprinklers and cap at existing overhead lines. 3. Remove floor tile. 4. Remove all electrical fittings and plug at boxes. X = Existing sprinkler heads to be removed and capped. (*) The. Bon Marche Distribution Center 17000 Southcenter Parkway Tukwila, WA 98188 • STANDARD HANGERS c (Crete hanger(s) to be used) i aA— P_z 3C FASTENER 1141O014 '1/4-CER.O16PLATC - - 40rt1ONAU —�aAcs SCREO .. HFC *7N* NATE ER O'0w0E0 ATOM ROO comma - 4 -011-11. T REAR Ftaa — 4C 3 �� -- -- — — 8 -- 9 10 `CORCRETE -� ANC 0R -104%11 1E01 ROO.CO WURC +—A LTRREAO ROO 55CC _ 5S SW - IMIDE E. Jai It *RAC ET aura - AE MEAD ROO PIPE PWC FASTERER 6W 4- t SNORT STRAP. WRIRC TOGIA r BS 7 r- f \---CERIRS PLATA IEWEHWAL ALL TW AO ROO OBI WM AILIHREAO ROO WAR TOP SIAM TRRIAB ROA 4—TOP BE CLIMP TKREAll ROO 414PI WPC 141G- 14. MIZE VAa Ta trt ?Ti t "+'t/ 4 LOL fp, r APPR VED AS NOTED The drawings affixed h_reto have been revieNed and accepted as meeting or exceedirg rap rPrne-Lts of the City of Tukwila Fire Dep ,t,..reau- of Fire -Preventicri. Additions or re‘a ors to these drawings after tins date shalt not be construed as being approved or revietve BUREAU OF FIRE PREVENTION FIRE DEPARTMAT TO BE CONTACTED TO WITLESS ThE MUNRO TESTS 5 Dry Valve Trip Test TUKWILA FIRE DEPARTMENT • - 1 4.4 Jtv PASTEIM cation_ MI OR ANGLE WON - 1 irif if. 4, 44xtios-- - AA NI 2 • n 1_1 1 1. .._ .._ .._ _____ __ ii, tri t!, i 4.4 Jtv PASTEIM cation_ MI OR ANGLE WON - 1 irif if. 4, 44xtios-- - AA rat K CLOMP 14S It 14W - lac I 0E0 - aims lit VI Mt PIPE MPG _7_ ME- AMMER (RACE MIMS MARE TE OP - MK/ 1,41151441. t NIL 10038 APPROVED C\LY 4 -EL TD THE IMPORTANT - In localities sublect to- freezing conditions. rt is the owner s responsi batty to provide heat throughout wet pipe sprinkler systems areas and in -enclosures for dry pipe deluge and other types of vatves controlling water supplies to sprinkler systems_ This dravving and -the -information and destgn-apptication herein contained Is the property of Grinnell_ Etre Protection Systems Com- pany, Inc._ andfor its subsidianes and is loaned upon the- express conditions that_ the same be returned to GFPS Wort request' ea information herein contained shalt be treated as secret and-confidentiat ruf reproduction at this drawing or any part thereof shalt be made 1110;w0 +i+lro+44wgr!ki CONTRACT RESPONSIBILITIES - A F CALCULATED S ,41,Y DE4LATION FP311 1'1 -ANS OF itY DUE/LIG CAL:.11-ATIOn et ENGINEER rDnaspLeect I ApFritivHf:drs_bin EFhats://3i1351 STREET VATER CONNECTION OrHE RS - - COORDINATION RECORD CONTR NAME REF DWG REVIDATE NAME TELEPHONE UNDERGROUND WATER MAINS EXCAVATION BACKFILL WIRING MATERIAL REQUIRED PIPING - DIAMETER FEET INTERIOR lECES SPRtNKLERS - TYPE - ORIF JEW' FINISH CANOPY- SYMB QTY PAINTtNG 4 UNDERGROUND NO OF °Ron 1 TOTAL THIS SHEET 7 •al q of Pipe Belo* Eiattoen of Deck q. Fqpe Above Ref Plane - A Mato Des getation --a Screwed Cep -4 Grooved CaP Saessed rug EleVviTiOrt Change Allot Ittn, flood. SYMBOLS Gate Yalu* N FIS MY) EL Monitor Sontck _ Butterfly Veva fr Alarms Valve fALVL ri3/ Electric Ben - bent W ter Motor -Gang fV4MG1 Sw og Check Valve Poet Mercator Valve WWI_ Thrust Block .4- Key Gat* Sectional Vats* ‘. work Roaderay Bair Inapertors Teat .44-4- Gobi velar -r Aright /root AB BREV1AT ONS BOB- Bottom at aos- ROD Bottom of Deck BOP Bostotisef Roe Not ars Con NTS- Not ScVr 08/ _ Overt -Bar Averts PRY- Pressure Reef_ Vets% TOR -Too ol TOP T.igt c4 TOS Top of Steer - - Lk-sest Noted SYSTEM TYPE DRY PREACTHY1:-. APPROVALS ta ISO 6 IRE GRINNELL PROTMION SYMMS T Z ARD SYSTEM DESIGN DAT"fA- DRAWN BY DATE THESE PLANS P ARED AT — DESIGN DATA_ CrEi4srrv AREA OF A0PLICATtott_- SQ. PT ENGDRAwit4GINEERrNstr_AR_TMENT__ WATER StAPPLY1a.PORsat,TtO* STATIC fRESSA,PE Greg FLOW -14G capaRAct T - IrAr.w.4 AT DA TE - ii_ 4---- II- t!, i rat K CLOMP 14S It 14W - lac I 0E0 - aims lit VI Mt PIPE MPG _7_ ME- AMMER (RACE MIMS MARE TE OP - MK/ 1,41151441. t NIL 10038 APPROVED C\LY 4 -EL TD THE IMPORTANT - In localities sublect to- freezing conditions. rt is the owner s responsi batty to provide heat throughout wet pipe sprinkler systems areas and in -enclosures for dry pipe deluge and other types of vatves controlling water supplies to sprinkler systems_ This dravving and -the -information and destgn-apptication herein contained Is the property of Grinnell_ Etre Protection Systems Com- pany, Inc._ andfor its subsidianes and is loaned upon the- express conditions that_ the same be returned to GFPS Wort request' ea information herein contained shalt be treated as secret and-confidentiat ruf reproduction at this drawing or any part thereof shalt be made 1110;w0 +i+lro+44wgr!ki CONTRACT RESPONSIBILITIES - A F CALCULATED S ,41,Y DE4LATION FP311 1'1 -ANS OF itY DUE/LIG CAL:.11-ATIOn et ENGINEER rDnaspLeect I ApFritivHf:drs_bin EFhats://3i1351 STREET VATER CONNECTION OrHE RS - - COORDINATION RECORD CONTR NAME REF DWG REVIDATE NAME TELEPHONE UNDERGROUND WATER MAINS EXCAVATION BACKFILL WIRING MATERIAL REQUIRED PIPING - DIAMETER FEET INTERIOR lECES SPRtNKLERS - TYPE - ORIF JEW' FINISH CANOPY- SYMB QTY PAINTtNG 4 UNDERGROUND NO OF °Ron 1 TOTAL THIS SHEET 7 •al q of Pipe Belo* Eiattoen of Deck q. Fqpe Above Ref Plane - A Mato Des getation --a Screwed Cep -4 Grooved CaP Saessed rug EleVviTiOrt Change Allot Ittn, flood. SYMBOLS Gate Yalu* N FIS MY) EL Monitor Sontck _ Butterfly Veva fr Alarms Valve fALVL ri3/ Electric Ben - bent W ter Motor -Gang fV4MG1 Sw og Check Valve Poet Mercator Valve WWI_ Thrust Block .4- Key Gat* Sectional Vats* ‘. work Roaderay Bair Inapertors Teat .44-4- Gobi velar -r Aright /root AB BREV1AT ONS BOB- Bottom at aos- ROD Bottom of Deck BOP Bostotisef Roe Not ars Con NTS- Not ScVr 08/ _ Overt -Bar Averts PRY- Pressure Reef_ Vets% TOR -Too ol TOP T.igt c4 TOS Top of Steer - - Lk-sest Noted SYSTEM TYPE DRY PREACTHY1:-. APPROVALS ta ISO 6 IRE GRINNELL PROTMION SYMMS T Z ARD SYSTEM DESIGN DAT"fA- DRAWN BY DATE THESE PLANS P ARED AT — DESIGN DATA_ CrEi4srrv AREA OF A0PLICATtott_- SQ. PT ENGDRAwit4GINEERrNstr_AR_TMENT__ WATER StAPPLY1a.PORsat,TtO* STATIC fRESSA,PE Greg FLOW -14G capaRAct T - IrAr.w.4 AT DA TE J t 13 -o e- For r•r Design per NFPA 13 - Ordinary Hazard Occupancy -130 sq ft per sprinkler All materials to be new, U L listed, and F M approved All heads to be a mimmum of 6' apart and to be unobstructed by any means • 2 - Add Reliable Model F3 Dry Pendant Sprinkler Heads 155° 1/2 x 1/2 2 - Total 263 533 76 3(4 FT 0 r 7V14 OD TIED 9 L A TOP TIE( u SIDE HET 9612 97 366 1.1 11111 E,' UNISTRUT CLAMP SPRINKLER PIPING UNISTRUT TYPICAL HANGER DETAIL AT BOOTH NO SCALE (Min 1 /.") r Tee with same outlet size as sprinkler thread size See page 4 No 2 r1'o MinDla Hole in Ceding Two Piece Escutcheon 3'hr Dia — Sleeve and Skirt 2 4 Min 4 Max ACCEPTED Without Comments Q As Noted in Red O Per Tile Attached Letter plaits haus _ _y a ed by The Tukwila Fire %torlon B pe _ ^_t-- ance with current City 3rciS ect to errors and .ions whlcr - A=' 3r ze violations of adopted odards ano t x= Tf.e responsibik for the xquac of dt,s gp -y r�za iy with the designer. Ittions, deletions or 1evisions to ti'ese drawingssafter f is date ma vc d r ,'s acceonce and wig require a resubmitta+ of rc. ;_: Grawlr gs for subsequent approval Final acceptance is s3bect to ;icid test and inspection by The TukwilacFire Prevention Bureau / Date b -(49 `� 0 By• J 1 1 wuA fit*. DEPARTt4Jfl Please call: 575.4407 and g ve this job No 10-s- /70 and exact address for shuS' Mown or rest)ration aonrintoot CROWN FIRE PROTECTION INCORPORATED P 0 BOX 12113 MILL CREEK, WASHINGTON 98082-0113 PH (425) 481-7669 Macy's Distribution 17000 Southcenter Parkway Tukwila, WA 9818 8 DATE itJ, 3 2 kDRAWN j/.. SCALE Xi = 7.4 S4 irs o cow5w� l4 (On3iw.4 cti , s pn+k4- ht/7.'4 • H'4. 0 GN 9 //9 sit 4-8 0-7 r{ L. Hs 0 r'�V 1` D 0 2ti _ - 0 e. 3� si- s rLL J, d/, fq. tiM^,. eoQ tk�aZ 9 rt's \ • 0 ON. L1.fl 4 r4sCo O - t 'l t' _ 1C 0 r• rad _ tett IV- C t C if Fo e tr/�r - ,o -a z �sfit - 4�i. tiru.J tMiT�t r'u47kkN 1oa'� ETatl P F ;kg. (, u •-.1Ot- r�'t gorr-roA t-4 P-{ EZZ_ . / = 1 a Zfl R. L, 4 I lc. 1-fc / - l 14-75 ° uPe te„trf 13' O t -t.- CCo tikt f rf2ZAt17 RETAINER STRAP VHERE REQUIRED IN SEISMIC AREAS - - TOP BEAM/ C -CLAMP VITH SET SCREV 3/8" ALL THREAD RDD PIPE SNIVEL RING STEEL JOIST/TRUSS HANGER DETAIL - NTS - fuKWItA FIRE DEPARTMENT. Please call: 575.4402 and give this tab No. OC S",Ic� and exact address for shut. down or restoration approval: 99i .61st ACCEPTED Without Comments _ 0 As Noted In Red 0 Per The Attached latter These plans have been reviewed by The Tuk i Ia Fre Preventon Burea.1 for corfonrance with current c,ly standards:Acceptance is sale:tte errors and - omissions which do not authc•¢e viotauons of adop e i staroaros and or3rnarcea- The respons Way for the r adequacy of design rests totally w th the des'ner_ - Soditions, aeleuons or revisions a these draw,-gs alter this date will void this acceptarce and will rega.re a resubmittal of revised drawings for subsequent approi,aL Final acceptance is jto field test and Inspection by The Tukwila Fire Prevention Bureau. Date O�subByect i/ 0 vale V MapPoint S 160dt A— —i-160$ — 164N -A-- l Strmdcmad J 17000 Southcenter Pkwy, ttlTukw11a,WA; 9818B-3313 Renton I Nf162 d -9.— Y A = S 166ar5l s 5 168th 51 g -s 178M A S 17znd-s- 0 5 173rd -St -Sea R 5-17515-A— S 176th SI O Lowes Industnal Perk r 5_1601 St WV- _ __Valley Paige Park 030o61wrwurtc•� 03003 WHIM eqe o=C Triarcl or �._S 18th S -. oril3r e jr _ s2 !' < - Ker¢ CR OWN FIRE PROTECTION INCORPOSA ; F oas3x1213 M1 ^L! G WASHIt.'o7DH 9E0=-6113 Pt1 (4:5) 481--7SS !DA 1 OCT , Macy's Distributioni�s, 170.00 Southcenter-Parkway Tukwila, WA 98188 - - DA -E: p-23-ec { tRAW ,J4 I SCA'- /% I-- t i E.Y. L L.scz, 4e• t2_ L.w u•.J [i..aL A•r..l 44-1.S.4 ...,. '7": r-!'_/ i %-* '-7' 7` a OI h 0 S V 3 JTo (�• 'TTS/TT/—/ LTJ—J1�?T1—JTTT/ 7 • • / l T7_T—/ ,. / Trite TTTT Ale.3' 411. Tcs. S C7r< 7 A,Lca. G . 3 ..,.. /uri.r_ S.a[ arrur. Tsc l.. "7• LY.. AL. a K TGE C Y r:x ,,C s 5 5 8 L',STl,..-14. h..IA-nd l -leu SE S G Nr� /- a Ale.. s' L.A. Tec 5 0 4 iO 1)8 ACCEPTED 0 Without Comments a As Noted In Red 0 Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do no, a J.ionze violations of adopted standards and ordinances. The responsibility for the adequacy of design res.s tora;ly with the designer. Additions, deletions or revisions tc these drawings after this date will void this,acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. 'Date: 7- ? a ' By .41-, si t • WUKWItA FIRE DEPART/1M Please cell: 575.4402 ✓ and give this and exact address for shot. dawn or restoration aporovat FILE Ur ! ,k U�t 4/44,s. -e (Jj* CK- ct j .u,> :� ��Y„ . ,c4, w 2 W ) O U" _O 44 O > "Lf SO 8 wJ � lY •10 - by L La. ar..c•.• 3 .i0 -D 1 r4 h N. • .7r0 O -a IL_7 .:Ti - 0 - O „t_ L•L ,ter, b O 7)II k L . P21 Al L LE TL PLh-,J HANGER DETAIL - TOP CHORD ars Sero S � . /2.0 Sc -,.OF MwA2 �S. Sri pF•. Lsw v,NG t 1.1,-, L. £ • t e£.c .ak42.., 7,1 $rut Mr,aJr 2rGau.Jctr....L tlrrar r.w _ L •....LC 7. ALtea t1/.71.c•/e USE, Srn,a.Ltt 2 tw61,.1.c ;vitt 2ew+..,..1 A • IS / hJ• G-l...aL E. LA. AJmA>L �lt.t lar .4LC-.sa....LE 7-• AIFPA L 13 A..A 411J_ t'lrluL LILL ac SurfOL-nv /r3 S•f.,.l1.4 l., rvc LI.-L.LZA. Lcrn/L. h4aa CROWN FIRE PROTECTION INCORPORATED P.O. BOX '12113 MILL. CR�7.. C. WASHINOTON 98OIi-0113 PK (4:5) 484-7669 /CL(tlu - XA, Y 'f L],SrA, Burl o..J PAID 17000 S.Lw:Z7. PCw'y 71.., ,L 4 . WA-. 9b/3fi JUL - 7 2006 Tukwila Fire 4-2/1/W DATE: 7 s.n,. I DRAWN: AA• S:ALE- AJ.rsn ACCEPTED �Q WITHOUT COMMENTS ❑ AS NOTED IN RED 0 PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept Additions, deletions or revhlons to these drawings after this date x111 void Chia axe>tan:e and wttl require a resubmltt- I of revised drawings. Final acce?tan:e Is suije,t ta field Ins,,ec11,1 .>y a reere.en'atire of this dee r', r nL DATE /0,1', 5 BY '45(7-- l[ CITY OF TUKWILA 575 440! TUKWILA FIRE DEPARTMENT Please call 575.4407 and gve this Iob No CI?12'((7 and exact address for shut- down or restorat3On ap,,reval i t ,Y _ Nuts and Washers W4 - 114 Eye Rod & Ortvt Screw y. !Qi - 4'''' e OpQ'�' 1 22 i tY f _ ----7 - tx - 48-3 T"T Y. O� ti+ c) JN- 8.0Y vv 8-0 8-C� -- AY2 8- 015 L? 1,Y -0 to .6.A 4-2 3 -6 o ir-0h -0Y , 8-01e 8-0 •_ 1 45 1_ 6 , t 47 - 1Y _ 48 21 1 4 % t ! iii 15 5 , - tY4 r Q i '� 8-015 - CA.CU'_A 11 2 ' i 8-W2 GPM 0 AS 0 FACT • 0 REM 'ER 30 'ATN Y MJITTIAL •_ 8-014. 8-C TE 0 - SW` E FEET DENSITY C4 OELs.E ' - 4-2 3 G CY -0Yr - { 8 i5 8 0' - i 45 1 �, Lf, - �c.4r L``, r . 1Y �4 14 - r ' 11r20j 'th y2 } 11, i IA `3 ' , 1 :{ 1 810,- 9 -Qv 8-015 8-0 2-0.4 8-015 • 8-0 - S 4-2 3-6 1-1 8-C1/2 2-015 • 224 7 jq 2 -WAY EARifl, / AKE BRACE - 2 -WAY WITH LLiNGITUDJNAL EQ -BRACE � 4 MATERIAL- = - - _ - _ TOLCO FIG 1000 FAST CLAMP - - - TOLCO FIG 910 SJrv'EL EO FITTIA4 - - _ Y SC4136LE 40 PIPE LP 70 7 -0' L0' - 1 1/4_ 1CPEDULE 40 PaPE IP TO 9--0' L0*25 . `ATTACHMENT=Th STRUCTURE_ KWILA FIRE DEPA ase call 5)5.4407 give this I b - -= 93-s!�L 4 -WAY EARTH U/n/KE BRACE - xact address for shu or rector- )ton a 4p'n'Q . 'FUT AND ‘ASnER FOP AMD ROTTCP Or STEEL ',LATE GENERAL EGEND FOC FACE OF CO'iCRETE- AFF ABOVE FINISHED FLOOR - CH CEILING PEIGHT R C- REDUCING COUPLINT3 --',OLITLET -COUPLING FITTING _- C/C CENTER TO CEN'ER C/E CENTER TO END _ TG THREAD/GROOVE _ (ALSO:On -- 16 ITIPEAD/Eir (ALSO "rxr) AIR ALL- TIVEAD „ROD - BOJ CE.NTEet_it E F,, -"E TO BOTTOM OF DST 0 WITHOUT COMM -The drawings affmd he ha7Ve bee.n -- re,7roved and accepted b the NY Of or reAsins to_ta2.3e 'dray angs_aft,cr this -- require a-rekula,-nitt,..1.1 CITY OF TUKvillA 575 440 OUSE SPRNLER SYSTEM 11- - 4 IN LOCALITIES SUBJECT TI.7 FF•LiZt`,:.; CCY•J TO'S 1" IS 1"E C1.- RESoCASO LITT TO PRO,..3E HEAT CrhE;., TYPES Oc VALLES COIPO_LING WATER SuPPL,ES TO SPRINKLER SYSTEMS _ • EP - 4.0 TERING A_ 1LLL .LR -poses ..1131 end cnr-j011 Ferrin,,, corn - Dale HANG NEW VAIN AND LiNES AT 12" ABOVE NEW 8 COUNG SPRINKLERS _ Nuts and Washers = RELIABLE MOD '0 CHROmE RECESSED 1/2'' 165 Eye Rod & Ortvt Screw <I RELIABLE MOD 1G BRASS HORIZONTAL SIDEWALL 1/2" - 165 0 wroreat 4e.14 to .6.A JO. to Loit.or IlEr --, -4... 17. ,,,, ,,,, ,,, Telt. FACTOgi Minn E GI, TERING A_ 1LLL .LR -poses ..1131 end cnr-j011 Ferrin,,, corn - Dale HANG NEW VAIN AND LiNES AT 12" ABOVE NEW 8 COUNG SPRINKLERS TOTAL -THIS S-iEET ADD 27 OUTLET AT END OF TO FEED 8 READS INSIDE _ _AND Bacyt NEW EXIT RAMP -F1.11 t141> tx 12:7 Ix 12-7 A C4-1 a 0 RELIABLE MOD '0 CHROmE RECESSED 1/2'' 165 36 <I RELIABLE MOD 1G BRASS HORIZONTAL SIDEWALL 1/2" - 165 0 TOTAL -THIS S-iEET ADD 27 OUTLET AT END OF TO FEED 8 READS INSIDE _ _AND Bacyt NEW EXIT RAMP -F1.11 t141> tx 12:7 Ix 12-7 A C4-1 Clip Hangers • Anchors: UL Listed C Clips / Fasteners: Comply with NFPA 13 • Finishes: 0 Standard Components ❑ All Galvanized Components CLC )itt'. NDDuLA,L 0 Short Clip Components 1. Clip 2. Fasteners for Wood, Brick or Concrete (not shown) Application / Description No. 21 Hangers are designed for the support of piping off walls and ceilings. There are 2 styles: A short clip and a long clip. The long clip is for use where slightly increased piping clearance is required. "Automatic" has 3 standard fasteners for the No. 21 Hanger: Wood screws for wood, expansion cases for brick, and drop-in anchors for concrete. If other types of fasteners are required, they are to be clearly indicated on the plan by detail or in a hanger note. Hanger Codes I Pian Designations The following is a list of the No. 21 Hanger codes used in "Automatic's" computer fab program and the hanger designations to be used on the plan: Hanger Code 0 Long Clip Designation on Plan Description 21000 Basic hanger code 21110 21120 71130 2113 Short Clip — with wood screws Short Clip — with expan- sion cases Short Clip — with drop-in anchors CCEPTED WITHOUT COMMENTS. AS NOTED IN RED 0 PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept- Additions, deletions or revisions to these dr=winzs after this date will void this a:•ceat nee and will require a resub-Olttal cf re,ise: drawings. Final eon la as in soh :ee toi- insCec-ie -'Y a re,:resen alive of tis dei;er CITY Cdr- 5Z5-44 jF5i5-44 TUKWILA FIRE DEPARTMENT Please call: 575.4407 and give this job - and exact address for shut- down or restoration approval. c:eT wMcha,.rcs- I'173 1366.-, 055Tef bca{ IDrJ Srf-P I'L1:1/4c1 Nl S (.AlE tt_TWIL SCAL„E_ NorZT14 '7 -tuck) (1,co i 2 i(cua+blY MOOet- C ' Yz c'Z i3o Sp F t.tx - o2rsr v azo 1+r42Arer, ALL FtscIrs2 11 e U.[.• Fe -t: JOHN J. ABEL FIRE PROTECTION 4932 PIONEER RD BOTHELL WA 98012 481-76E9 SR 888 DATE:( -S -9 2 DRAWN: –t j x7337 SR 880 4 1ST So•/TfaJa1{„ 5_ ix,„ 1'(L 1-sZe-t IZt>CQ rf z -t tie v4 7- SC✓ -t C. lel -/'0•. L-,ef,)f iw 3- zCLaaab(c Nfo/CL G-%.`=vr'g+(HT 1(05-° Ido 5Q 9-ro4aat tk,t, MatTs[ IP •A -Lt u FaA St a, 0-(57 of, e x sr` J?01 pi 1%190+L - v J1 p TtP g° ar O) 0E714IL- L) 5."4 Le ST Sot/ -1 / 1.44 25 Top Beam C -Clamp Hangers I Hanger Rings / C -Clamps: UL Listed & FM Approved ■ Hanger Rois: Comply with NFPA 13 ❑ All Thread Rods 0 Machine Thread Rods ■ Finishes: 0 Standard Components 0 All Galvanized Components n.2/.1.[Z, t"= 25.4mm ❑ Top Beam C -Clamp with N" Throat 0 Top Beam C -Clamp with N" Throat - N" thru 4" pipe sizes only 0 Top Beam C -Clamp with 1t/." Throat Components 1. Top Beam C -Clamp 2. Set Screw 3. Lock Nut (Hee Nut) 4. Hanger Rod 5. Ad,astable Hanger Rife Application / Description No. 25 Hangers are designed primarily for the support of piping born the top of struetoral steel members. Thet utilize C -clamps that are specifically listed/approved for attachment to the flat top section of beams, bar joists, and so forth. These hangers may also be used on the bottom chord, flange of structural members if the steel is flat (i.e., not tapered) at the point of contact with the upper jaw of the C-clamp, For information on other hangers which utilize C -clamps designed specifically for bottom of steel attach- ment, refer to other data sheets in Section C 2. There are 6 components in a basic No. 25 Hanger. The C-clamp with its set screw and lock nut, a threaded hanger rod and locking hes nut, and en adjustable hanger ring The rod may be either all thread rod (ATR) or machine thread rod )MTR). All thread rod is considered to be standard. however. As a rule, machine thread rod is provided only when it is a specific requirement of the job specifications ETD IITHOJT COM.a ,1ENTS. f .i i ED I; -i RED ❑ ?Jt T'FIE ATTAC:iED LETTER The ;„r: . s affixed hereto have been n 3 accepted by the City of t. A tions, deletions - irs;;ings after this _..._ '_ate and will fevideJ drawings. ,_-ijeet tbfald- er,:atiara of this c:Jl Ci F T ILA 5)5-44O7 RLE w BLDf' LI fl EP A 1 1) Bo1J 17(ST 6o 4 6 Ae-c.5 Sties rotos °,c.T H and exact address for shut- -- down or restoration approval. t �aaK fsr(E< tT TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. 9/ S3 5/2. JOHN J. ABEL FIRE PROTECTION 4932 PIONEER RD BOTHELL WA 98012 481-7669 THE- ecA,1 ©rs?!2/ at! T orJ s-ro4,1c 2,v,-1 1/7000 Spu3� Je d t IQrg05-J DATE: (?-3-"i! DRAWN: -F-) SHEET _,_ OF �4. _REtdCA_.OraE__f r HrLRA^- -___ti�'• AD.^.,t�0�nl_PrAZE NYCRRs•JT Ex t -T Fi:Pc 3=-�ca a�E`Tf;?. ;^ y4>;FJ FbT" WALL sr = •,'.'CR""o.DS S:: i/i'_r S raga, [.$Tcr+'^ 3 Nl/LC 135" L.Cc.ATEC /tt - E « __ i ;`'} EXt57: G.tiK-.t-RS srJUrrla I .Vtki_VE_Pt E— DETAiL r[s' cove pip. a V*r Ews APPROVED AS NOTED The drawings affixed hereto have been re,.i..,eed and accepted as meeting or exadi-g minimum requirements of the C / of. Tukwila Fire Dept, Bureau of Fire F evention Additions or revisions to these drawings after this date shall not be construedas being approved •dip ie DEC' 1 9 1983 CITY OF T 4ILA BUREAU OF FIRE"`REVENTION TUKWILA FIRE DEPARTMENT Please call 575 4407 and give this lob - No 83 110 and exact address for shut down or restoration approval N�4ll�a:=co i::4I7�ZGZGII)xR P:.1 ;iSF.F 24 F-Lcxue_ Ecce —27 t_ 4,1 -Vs F't xrzz ss-+•tca.4 ~=` s 14eata'4 Tl.2KLVCLA.� 4�rti =E's Fe?a j I- ST,tj _T/2- A T/2- AckraF-1E.-ric SF 144.sa Z 61r SUPEF ,OP PO EJx 1266 FIRE PRJTECTION KEfIT) Wh 13c I Ent-1tOO UPERI OR FIFE PRO—EC-710H 1OT. (e>.v - VIc 41 t_2 -C3 Co' -0- O 2 1( 2 tz-o P✓ZL1U To F.74 -S,. 16 3/4' k 21 eye r2-� —f— -3/eXtit fT 0 d { 46 O 1 .1; a •f k. tZ E•Q• 0- 0 o- 3/a x IS E Ptdtz LBF2 '—itiz;—�L.. r'X13 AYE ..� 6-P. -LI ..3 Tc APPROVED A The drawings affixed hereto have been renewed and accepted as meeting or exceadir; minimum requqaments of the City of Tutuila Fire Dapt , Bureau of Fire Peeve -Ito -n. Additions cr revis"ots to these drapings after this data shall not be construed as being approved or reviewed. A.4......... CITY CITY OF TUK LA BUREAU OF FIRE PREVENTION e t cx15TG. S. -1Z.. LtL:ES f• -co -g.e E V+I I.] • >=xt�-�t,7� sPfzrUKL� LttiJEs i�T tZooF Tb 2EY i.:irJ. ic�FIo1FE=7�tS�► [ 1!0c Sr e- A '' PLi WV N L-eJ � ZV° 'Yrt1Ll n3 is J T 14 L7 -(S - _:v NEw=tC - D2c�P�'� CsIL i ?PRO S D BY �- VIASdit&T3N SRVB It a RATING BUM SEATTLE. WASH. OCT 2- 1271 As meeting requirements of this Bureau for classification an spnnaiered howev=r system changes or additions as recommended on the attached. stretch will result m improved rates Aweptance appl es h1 Wails as soy,^ - -' fo• construrtion and err r. -r e -^-+n therein. . Hi -wired - 1ro0- Vtki>JG 1111."2oL Z. Pc.1.IT7�► �t s ZQ - GI..!HJT"' 16 r AI! corrme^rs aoo•csa- z^d ecewIz^ess retete w,,av»zy to feta•ne Wee- n - ' c - _„ r • _ ....._ _ T ^ are rot to • s- ar. 'r„e ""due CB CYC a, __ ust: - ,gra pe saner CB a 'os - ^ - _-.car _es,C , At .0,3,C3 which may resort as o „ cr'.'t c—s /1 - rn l�E.tJ cFF c. e n t?E - PORTLAND (KW& AUTOMATIC SPRINKLER CO. SEATTLE, WASHINGTON BOISE 3434 -1ST AVE. SO. MA 2-4656 08 gots c`'/1ARC.CAE. IS CaL7T'11-' LOCATION oTlaC£U Tc`2- tT C%0 �l.t C1'...•-'(� T'J t'•t�il_.`-., NO HEADS DRAWN BY DATE TUBE SCALE I DRAWING NO. t�L�.•'C t— C—' _ 1— OF t - HANGER LEGEND STANDARD SYMBOLS. STANDARD SYMBOL. -4- # L— EXPANSION SHELL__ ROD & RING 2—CCiAI ROD & RING Wig_—POWDER STUD, ROD & RING —ANGLE CLIP, ROD & RING i—t.FCO & RING ✓ E—EYE ROLE & RING. ▪ T_— MACK SCPeVK RoD & RING ez&—CEILING FLANGE_ ROD .& RL•iG. —POST INDICAT0 VALVE it — KEY- VALVE 493 -FIRE HYDRANT Y _FIRE DEPT_ CONNECTION s_& GATE VALVE [V —SWING CHECK_ VALVE kee..I — N W UNDERGROUND EXIST_: UNDERGROUND. N —ALARM. CHECICVALVE -—RISER_IN. ALARM VALVE g - RISER_WDELUGEVALVE • — RISER W_DRY VALVE • —RISER W Ff Fr- FLOW SWITCH 0 —WATER MOTOR BELL (Ii — Ff Fa - RIC B ELL. iii -FLUSK FIRE DEPT_ CONY_ SPRINKLER HEAD SYMBOLS IALLRM Q--UPRIGHTOY OUTLET o —PENCENTCN OUTLET- -UPRIGHT- C N UTLET—UPRIGHTUN L OUTLET- • - PEN DafT UTLET—PENDENT CN 1: OUTLET • —DRY PEN!: ENT Off OUTLET • — FLUSK 0"o IT CUTLET- - SI CEWALL_ Ca UTLET—SICEWALL_Ca L' OUTLET 4,,,—SIDEWALL CCL. L OUTLET SPRINKLERS MK DATE BY CO -ORD REVISIONS — LOCATE. BY GRID GOLIRDINATES TYPE DEGREE art' Y! A TOTAL SPRINKLERS -THIS DRAWING APPROVED AS- NOTED The. drawings affixed h r 3 haca been reviewed:. and -accepted- as meeting o[ exceed -c=m minimum. reG=. reme8.s ct-the Circ it [mila Fire: DepL.Doreau of Fire P;oventiaa_AddTioni cc revisions to those drawings afterthis date- shalt not_ be construed as being approved or eviewed_ s`% ?0 44 CITY' TU ILA BUREAU OF FIRE PREVENTION r.= -S7-7; T£7 • :',ea -- - Veva TO T.st FIRE DEPART /f • id. FIRE PROTECTION CO. P.O. BOX 1266 852-6400 Kent, Wash. a'iarf e`er r_ contract FP 1 of 1 le� N_•4 JfIP.IyL. SZ SIA, 1/41.:1 -fir Air., ACCEPTED 1NITHOUT COMMENTS. 0 AS NOTED IN RED El PER THE ATTAC :E7 LETTER The drawings affixed n.: eto haae been reviewed and axeptai o: the City of Tukwila Fire Dept. A del -tions or revisions to tae3a :r ;3 arcH tus date will void to:; a"a,`- i .e vol hill require a resuor.,tt:.i ,; re.isei ir.loings. Final acceptance is sua;ect to field - inspection by a representative of this department /f f DATE: cjg BY: ,�� CITY S F T5-440WILA t. HPR DEPART; EN SEATTLE. WA AP PR TUKWILA FIRE DEPARTMENT' Please call: 575-4407 and give this lob No. 84 777 and exact address for shut. down or restoration approval, V F D AFGFCVEC a rc _- _ _ T-- ; A -, :._._CT CC' CT � ' 1: - T _ v=-: TO: � _. Not �.' .t„�i,—_R/. Ph zPi- 3 4/ - RANIEF --l?E ...v.✓�' a�1tti- .' Ti ,f114,3 Cf..wr "41 orta.cpors, &NA.) Art aursia—r- - ue-; 54 'Maki_ Z.4%47 p_r4 FAcr-6 TUKWILA FIRE DEPARTMENT, Please call: 575-4407 and givethis fob No. 080 and exact address for shut. down or restoration approvl. LL _ ttit Ett.it-4 A5' I -tcr.caJw V gACAS._ RANI tie.,"•1*-0 rt.or t3-cr Ai 1-3 vitct,i ACCEPTED WITHOUT COMMENTS S NOTED IN RED 0 PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed end accepted by the City of Tukwila Fire Det. Addtions, deletions or revisions to tnese drawings after this date will void this accetan:e and will require a resubmittat of revised drawngs. Final acceptance is subject to field- nspection by a representative of this department DATE O, 0 BY ts1/4.\\„•_ CTY5C7)5 44(13TILA FIRE DEPARTkENT TO RE CONTACTED TO WITNESS PE FCLLOWING TESTS - 1.leesqr:riiVsaI hspectial 2. 1.9-.INuprA Hrsttic 3 1dz—ro:.1 y bah: Trip Test HPR DEPARTMENT SEATTLE. WA APPROVED APPRCVED FC SPOV-1 AND tE ONLY COCITC 4<• Pfte,;,-.7 _ - CCEPT.1., CE APPRCW:TiO D otai. c -s ; zoo " Dateo zt Inspection and -cs,s Notify efavg* Ph 243‘ 48 hIs.En /-dvarie TUKWILA FIRE DEPARTMEN 41_ E7_1_ 11.4 zi c.,•T - Ec - • -1-N -591 zia• ; c.: I i • } r c �1 n -f TUKWILA FRE DEPARTME1if Please call; 573. ,4..4 end give Sh e 84 019 tor ,, IaORM iar ra9,P 99,61 Kkkiq /7©ae, 5 c_ i`'4 Z%ZG- ifs van FIRE PROTECTION CO" P.O. BOX 1266 Kent, Wash. irff OATS GNP contract no. FP { of I a gosT fzp;c3=Sft 0 / 7000 S APPROVED AS NOTED The drawings affixed hereto have been reviewed and accepted as meeting or exceeding minimum requirements of the City of Tukwila Fire Dept, Bureau of Fire Prevention. Additions or revsions to these drawings after this date shall not be construed as being approved or vie ed. CITY OF TU ILA BUREAU OF FIRE PREVENTION 15T 8. f4,41A4 To g_t1-21Z- sfrzfriNcl_EKS— — — - v1.5c... -7- -SEATTLE. - - - n r I t 1 , -__ .-- • -=-:.-.....,:7 :_y Date.g*Er NOT ; t iNzrittl_ 6- NEW /7z." 11017-= k:c-2.ec e.HAIi6 NEW 14.P//,%* Rae": srRTrJ'- USIA.16 f.4.4. A:0 3.6:A;:rri qt",4,27 ;/3 TUKWILA FIRE DEPARTMENT 444 Andover Park East TUKWIIA, WASHINGTON 9818$ N.)1,.‘13-eik 830004 • FIRE PROTECTION CO. P.O. BOX 1266 852-6400 Kent, Wash. THE BON NsTR;BUTIDNI CEF n000 zs-otrni ct,'"E. PA? " " 4.4.7 P'4" 75 EV contract no. S3— h78 'Jew 1-tc:=1"" Ei4ei"." FP / of / 10 - STANDARD HANGERS - (Grcle fsarEger(sl to be used) - -CEfURi RATE ENnaaAu ERAERN IpROM1111,1 NO CM" ➢ F READ ROM APPROVED AS r- OTED The drawings -affixed hereto have been revlev-ed and accepted as electsewing or the exceed)^g m 11rnu^t rival City o! Tu,teIa Fie Dept-ELreau of Fire Prevar ion Aid tons or re'15 rt. tD these drawings after this date shalt not be cons rued as being approved or view d. 4=191 1 _ CITY OF TU ILA BUREAU OF FIRE PREVENTION - WeE JY?L-TG11 ' tiE� -_ ^4➢TXREAM A➢a _. r;`i- - — ... -� - r -[[- --alr` y-1_� -t{tis___$ l 'rc,- -_------K, .____ fl Lc_ t4 k *-4=5.7._ _- f Sj F • - r r X5..3 6-.7 tE -. 1 ta�c� �_ !n� `cC�'_—rte _ l - t -. Ti T r_QJ y-1_� -t{tis___$ l 'rc,- -_------K, .____ fl Lc_ t4 k *-4=5.7._ _- f FIRE DEPARTMENT TO BE CONTACTED - TO M'E`TES THE FCLLON1116 TESTS 1 C t rr w1 Visual Inspects _ 2 E'' 6, 1 h)trertThc 3 C - 1 F Latin= 4 C a'` T1 F} t aifM r 5.:ET-1 T nst" _ TUKWILA FIRE DEPARTMENT. B - K 0Ra[➢ ta➢G t TAREA➢ Rao Anion - AA, MAUR 1 NAN C CLAN «-44rMREaa +-Me CEA.. C CLAN AE MM" _ Pap 145 14W -- 54C 4EPTR e -- INC IRC RE MO ME BEAM err i. se ..:Yin :1 FETM PLS _ FLUE RD EJ - ,€ HTJP;.UL1C CALCLELATtONS UK EtiGIt1EER OTF[7 Sr aRACf-` G- APE _ (D. cnafoo =I; / A➢PAS4ERS HFR DEPAPTIRE0 T ,T -EW YCRK P+ Y. 10038 APPROVED cca' ACC.- p t'etat aro '-e Cord mons n Lw p`� Dated /'� Inspectis Natty Fn 45t Hrs In Advan P-41 223-C2 RIFs-hF-P2. 1. 'CT Of LT TO THE of CE_ -0 A :provea oY Et r} 7r A-s.Aaa -F s. ATE BY 5 -55£ FLA:wc.EL AREA D IMPORTANT -- -c In localities subject to freezing conditions. it is the owner s respons - - bdrty- to provide heat throughoutwet pipe sprinkler systems areas and m enclosures for dry pipe deluge and other types of valves controlling _ - water wppltes to sprinkler systems This drawing_ and the information and desgn application herein contained is the property of Grinnell Fire Protection Systems Con*- _ pany Inc and/or its subsidianes and is loaned upon the express conditions that the same be returned to- GFPS upon request aft i, information herein contained shall be treated as secret and confide rtiaf_ no reproduction of this drawing or any part thereof shall be. made - _ without the written consent of GFPS.- _ _ - CONTRACT RESPONSIBILITIES ITEM - GF.PS- 0 HER STREET WATER CONNECTION UNDERGROUND WATER MAINS - EXCAVATION BACKFILL -- -- - WIRING - - PAINTING -- -. - COORDINATION" RECORD CONTR NAME REF DWG-REVJDATE NAI TELEPHONE PIPING INTERIOR PIECES - SPRINKLERS - - TYPE ORIF TEMP FINISH CANOPY _: SWAB OTY _ - _ _ - �c t TpA -._. — — UNDERGROUND NO OF DROPS - TOTAL THIS SHEET !�1 FN disuse Reference Pant. - LAM DesLgnabon -. - Per rL of P pe Below Bottom of Deck .- t1 a nL oL Rpe Above Ref_ Plane _ A. Mem Oeognatmn_- Ea taquake Bray g Z & 4 Way. - -0-- Hanger '- - - (anon .. _. ti SRmred Cap _ " -- --p Grooved - Screwed Plug _. ra--asaa EMnoao Change et Pen _- - (ratan! Boort SYMBOLS Do- Gate Varve N R 5. (GVI -E30- O5 & Y Gate Vase (05 & Y1 Flow Swatch VS} - a Mon tot Swath- - -ti- Butterfly Valve -- _ -- (tf Alarm Vetve {AtV5 } WeRF Electric Belt ate. Water Motor Geos (MAGI - -Dt Wafer Check Vin 8500000054 yews ._ -- 0 System Riser { - Fe Fm Dept. Coat. tStuws.M! IFOCI _ F re Dept t mn:tFIushi(PDCC _ ABBREV 1A ROrSS tt Fin Dept: Conn (SldRwel(t WOO Post huhcarw YUra OWL F et Hydrant (3 Wart - -` Thrust Biot _ -i- Key Gate 5ectronet Verve _ swag Rodway Bog et/M7 Fere Hose Assembly bee newel. -_ _. -i, Inspe-rRR Teat --Q-_rano ed Dexesug (GCI _. -$-a Ranged Co...ebat ---a- Gd» Vato. -7 A 4 M 50 W - 'tire raer Weer _ SYSTEM TYPE 80B Bmmoen otBeam BOL`tamcf Box}- k - RPC _ BOP Bottom (H Pupa. DO -- ON* NV- -. Nose Vdy _ K&C Ntuple- Cast %IC- - fevt m Co�E RT5 Nor to Srate - Oet. Open Bar lWsrs -_ fLRV Pmssare Rad_ t.iw tier RasaMenrrotre _ rJ Seareaapat__ -_ TOB ___ Top at 13 eras - TOP- Toe PM"' TOS Top of 5 - LKMG ttdew 0 tier wu hoc T D°LUGE.�u YT„ PRE ACTION CONTRACT eVTFk .- - rt DESCRIPTION: � P r 7rJ_1,4 SYSTEM DESIGN DATA - CLASStIF CATION- SYSTEM AREA HY ORAULfC OENSiTT - -- CrEW5a. FT. OESlGh grTA AREA OF APPLECATTOM. SO. FY. ALL o04A-tS -. GP TOTAL SYSTEM - - - -- RFmJEREMEVTS M. GAAT PST AT SUPPLY INF ORMATlOM STATIC PRE5S'JAE' Cur YEE±FFECc ROYt( MCT_ R PSLPRTts PLANS PREPARED AT thEFRING 0EPARr1EE 10 STANDARD HANGERS -= (Carcle-Aanger(st to he used LATGt3_1 tJE- CM at RATE - ie.nos.o - tORLO SCREW oo-- APPROVED - AS NJTED The drawings affixed h -re o have been reviewed and accepted as meeting or exceedrg minirnjm requiremetts of the City of Tt.a iia Fire Dept Dureu of Fire Prevention Additions or rethro^A to these drawings after this date shall not be construed as being approved oyreviewed CITY OF TU14+VILA BUREAU OF FIRE PREVENTION L NCOOR MRBtF01 RORCORM.. 6,—RtLTeauO. RO8 t _ FITE DEPABTItEAT TO BE CD'ITACTED TO RI1fES1 TdE 101100146 TESTS. 1. -C-C t;ttP .d ri ail Imo tioa 2 Lit: sEiea 3 a;,nat'aIC 3 I, ; +.d F 1.h d Cwiie.1 ByidlLtl TUIVVJIUA FIRE DEPARTMENT II rT " Y - t [ 1 . t ARM -1 G7Y'ti4 (T 0 U -0 , teR"tNAtd. ._"_.Aft 1RRA0 ROB wr Rn ,tB:�_ ruTWNW za• `L er t'- vLc 11 3 4. lt= 10 0 n UM- t CLAMP (o } FbTFN[R. 66.-r5 OR - POP tar IEU CtAs. - 145 14W TIC =-- - (14)1 t - ltd its ` L �._ {T`� _- -- _ bl 12- x. - _... A. 4tt _. _.._ __-_ a y" --. - '_ CT % -� r. , 0_ -1 00 _ _ r.t&* Cf _� c - 0 • W [[�._ =� } t --.. ._ t 1 0 . 0 s r•_7 _ C' t A�_tCs T � _1 It 1,__., , -'t - "- -I, t _--tr_,c� - _-- ,_t-_ om_'- T _e -ti C.s t . FbTFN[R. 66.-r5 OR - POP tar IEU CtAs. - 145 14W TIC =-- t i--4. t ._. • >._ cf.�.. - ltd - L �._ - ... - (4 -- _ -- • { C6. -S _. Q C) V - CT % -� r. , 9? -1 Uta _ _ r.t&* Cf _� c 1.2 r i _ W [[�._ =� } t --.. ._ t 1 .} EEF . t t' s ♦ _ 2..� _ t -? SE 1,__., , ,--t t 4 ...:-.> FbTFN[R. 66.-r5 OR - POP tar IEU CtAs. - 145 14W TIC =-- -` - -' 4 -•vv C - ltd - T •� _ ... - (4 -- _ --- • { C6. -S • __ L t V - V % -� r. , to _ t' Uta _ _ r.t&* Cf _� c 1.2 r i tc - - FbTFN[R. 66.-r5 OR - POP tar IEU CtAs. - 145 14W TIC =-- -51 t Y' .TA *RIR ARO ORTRIOS yCli'_ 11 -` - -' 4 -•vv C - 141 ` t -_ - - T •� ___- '. - -- _ CtZ..} .tom - - -• • { C6. -S • __ L (_ ^Z A.._. * 1. Q _ Q-_..- A _ � '� _ 1 . t . ..L, ..._S _ -51 t Y' .TA *RIR ARO ORTRIOS yCli'_ 11 -`0 -` - -' _ !r%S C - 141 ` t -_ - - T •� ___- '. - -- _ CtZ..} .tom - - -• ctxf • { C6. -S __ -1 __ L (_ ^Z A.._. -\ 1. Q U Q-_..- ---1-1—_Y---1.,,.. t 3i -T s. ..-x _}� c . ec_. -x ♦ t Z`" • - t -L..-.- ! v't .0 .4 -`0 -` - -' T -_ C - 141 ` t -_ - - T •� ___- '. - -- _ CtZ..} .tom - - -• ctxf • { C6. -S __ -1 __ L (_ 4 A.._. Q-- 1. O U tc=_ 0 — 0 t 3i -T s. 1 _}� .. x_1. --x' -x -X� a -5 - t -L..-.- ! v't __ .__♦..�s„�- L ...:-.> -`0 = '_ _ _ i t I a ', t _ C3-__ -.> >' rj - _._— • { C6. -S __ -1 .ate - __ L 0..-.. _L_z1s 4 A.._. _ _\ 1. O :4j _i . ft = '_ _ _ i t I a ', t _ C3-__ -.> >' rj - _._— A 10 ; ] t•J i- 0 -TI _. ft . 07._-_ 'xi• _ -' "-" t C3-__ -.> >' rj - _._— A 10 ; ] t•J i- 0 -TI _. ,� i-- ft . 07._-_ 'xi• _ -' "-" t - _i -.> >' rj - _._— [ ---___ 0 -TI _. ,� i-- _'_te..- :4j _i . tc=_ 0 ft 'tom`.. T _vT _r lr, - __-a4 _ _t t--�__�t _ = rj - ` F _ __.._. ---___ 0 -TI _. ,� 4:.7-. _ _'_te..- :4j _i . tc=_ 0 — 0 t 3i -T s. 1 -1 1 - t - �)L1 J ci 0 'tom`.. _._ t.a., —. -- _ 14- :. _. _ . 1-_-- ._ ` F _ __.._. ---___ 0 --.s-• (.1 -• ,cz C.1 -1 tc=_ 0 — 0 t 3i -T s. . 0be -1 . J ci 0 10038 1. LJt c7— is ; __ Lit$ _• - ,t ,r C ;t_C_r` -.TED SYSTE let.LT FRQE1 _PLdit �i Wk. htt,.'E C:, AFLET: REllE'i Q� iaDknULIC CALCLLA"CSS BY Ei1GrtiEER. IMPORTANT Ire Locatives subject to freezing conditions it is the owner a respons txlity to provide heat throughout wet pipe sprinkter systems areas and m enclosures for dry pipe deluge and other types of valves controlling Water suppilet to sprinkler systems This drawing andrthe ,nfosrmation and design application herein conta[tte'd is the property of Grinnell Fire Protection Systems Com pant„ {rte and/or its subsd arsesand is loaned upon the express conditions that the same be returned to GFPS upon request, all information herein contained shalt be treated as secret and cont-denbaf no reproduction of this deawned or any part thereof shall be made without the-wrrdten consent of GFPS -_ K -oF r t >- ti - �:-�;-�•cc-r.�ti�5...-E �S , YF _ -- t- � - Ctaf At` Lox r i >tediC.t `01-.&\ , cf Ts iC;z 2. fY5 f F 8 48 Hes` tit Advaa ce AOaroved b‘,'Gt/ - Da*e 0 DATE BY h Ev[S'O5S -So E FLAGGED AREA ON CONTRACT NAME CONTRACT RESPONSIBILITIES ITEM -_ STREET WATER CONNECTIO UNDERGROUND WATER MAINS--- EXCAVATION BACKFILL - WIRING PAINTING OTHERS COORDINATION RECORD -- CON -TR NAME REF DWG REV ATE NANE TELEPHONE - MATERIAL REQUIRED PtPING - NTERIOR DERGROUND NO. OF DROPS DIAMETER - FEET - PIECES - SPRINKLERS TYPE a ORIF TEMP FINISH CANOPY SYMB. QTY Cw.(�`I_aZ .L.. s' E :.S -- -0_ r9 ti tiA= tl i`.` z'" _ - TOTAL THISSHEET auto Ityd Rfr erance Pent - m Rt L ne Dgnaflw. - et� - .-.•n _ of Pip. Galata oBottom at oath �2 4 }r _44 Piot Above Ref, M ne w A Mar"Deognattc - - _- +- .. Ea thquaka Bracing 2 & 4 W e -t- Hang. -- - - Union Screwed Cap _ -11 G weed Can —4 Semwcd Plop --mat Elevate" Charge n PW. -Mmmnaeat _ -- SYMBOLS _ -Dry G t. Valve N R.S (GNI - Ct1 DS& Y Ganvatve3osi Yt Flow Stance WV - e Mamtor S.axa _� -ala Butmfly Alarm Valve tallft set Eiectnc Stu ' iee., Waw Motor Gay 1WMGt - -04 Waf0 OrsrkVar. - -W4- Soong Owl Valu. e System Row . rs PO. Deaf Cos.-...4Stand..4T-LFfick 'T` *weir ..+. [spa Pia Dept Geon- LF!uasTIF➢r.42.sP-yrYaM tr Fr* oept. Conn. (sdwi hl 1055 Pas 166614•100166614•100a550 Yak* (PIN I - _:T' Fw aladvr.. Ca Waal - -{ Tann. Bar _. .L Ray GVat" Gas Ststonal Va_. MA Rpadnse W 1 Fan Hose Aarnt ay Ya. nom F.epec[ws Teat _ - 0 - C55.541 CaaF��'120- - - - --1-- Fraged Cr.5evan -- - - -a-- Gov" rani ABBREVIAT NS ant eonaso of BOB Boo Bottom o[ BOP S.ottos 54 DO --- Dna. - Hasa vr.e;t - Nmo.e r.[ rag Not to -Coo Norio S_ -s DtxT 8r J CLC SYSTEM.. TYPE �15i- ^TA COr TRACT -WITH WET GRF__..._l- PRE ACTION. 2 APPRO0. Ala OUT _ �V GRINNELL�L FIRE PROTECTION SYSTEMS DESCe[PDON SYSTE CA2A RD LASS PICATICe ." DRAVL*e-DEtb•TY DES 3PA DATA_ AREA OFAPPt.0CAT[QAr- TOTAL SYSTEM AEOWP NEeOTS ATERS�'PPLY Ott DESIGN DATA 0 WS FT 50- " 405E LLOWANCE Darts AT 055 AT -- r SIAM PRESSURE _ P54 wnTH P55 SE PLANS PP,fiPA F ENGIr1EERSNG D WAWI#G NO _ t ---GPaa Ft-CAMN0 CONTRACT NQ'--- 12_ Vows N AT RV CAT, 5 8 10 - - 1 f ..._ _-._ ..:-., cur y : 10038 1. LJt c7— is ; __ Lit$ _• - ,t ,r C ;t_C_r` -.TED SYSTE let.LT FRQE1 _PLdit �i Wk. htt,.'E C:, AFLET: REllE'i Q� iaDknULIC CALCLLA"CSS BY Ei1GrtiEER. IMPORTANT Ire Locatives subject to freezing conditions it is the owner a respons txlity to provide heat throughout wet pipe sprinkter systems areas and m enclosures for dry pipe deluge and other types of valves controlling Water suppilet to sprinkler systems This drawing andrthe ,nfosrmation and design application herein conta[tte'd is the property of Grinnell Fire Protection Systems Com pant„ {rte and/or its subsd arsesand is loaned upon the express conditions that the same be returned to GFPS upon request, all information herein contained shalt be treated as secret and cont-denbaf no reproduction of this deawned or any part thereof shall be made without the-wrrdten consent of GFPS -_ K -oF r t >- ti - �:-�;-�•cc-r.�ti�5...-E �S , YF _ -- t- � - Ctaf At` Lox r i >tediC.t `01-.&\ , cf Ts iC;z 2. fY5 f F 8 48 Hes` tit Advaa ce AOaroved b‘,'Gt/ - Da*e 0 DATE BY h Ev[S'O5S -So E FLAGGED AREA ON CONTRACT NAME CONTRACT RESPONSIBILITIES ITEM -_ STREET WATER CONNECTIO UNDERGROUND WATER MAINS--- EXCAVATION BACKFILL - WIRING PAINTING OTHERS COORDINATION RECORD -- CON -TR NAME REF DWG REV ATE NANE TELEPHONE - MATERIAL REQUIRED PtPING - NTERIOR DERGROUND NO. OF DROPS DIAMETER - FEET - PIECES - SPRINKLERS TYPE a ORIF TEMP FINISH CANOPY SYMB. QTY Cw.(�`I_aZ .L.. s' E :.S -- -0_ r9 ti tiA= tl i`.` z'" _ - TOTAL THISSHEET auto Ityd Rfr erance Pent - m Rt L ne Dgnaflw. - et� - .-.•n _ of Pip. Galata oBottom at oath �2 4 }r _44 Piot Above Ref, M ne w A Mar"Deognattc - - _- +- .. Ea thquaka Bracing 2 & 4 W e -t- Hang. -- - - Union Screwed Cap _ -11 G weed Can —4 Semwcd Plop --mat Elevate" Charge n PW. -Mmmnaeat _ -- SYMBOLS _ -Dry G t. Valve N R.S (GNI - Ct1 DS& Y Ganvatve3osi Yt Flow Stance WV - e Mamtor S.axa _� -ala Butmfly Alarm Valve tallft set Eiectnc Stu ' iee., Waw Motor Gay 1WMGt - -04 Waf0 OrsrkVar. - -W4- Soong Owl Valu. e System Row . rs PO. Deaf Cos.-...4Stand..4T-LFfick 'T` *weir ..+. [spa Pia Dept Geon- LF!uasTIF➢r.42.sP-yrYaM tr Fr* oept. Conn. (sdwi hl 1055 Pas 166614•100166614•100a550 Yak* (PIN I - _:T' Fw aladvr.. Ca Waal - -{ Tann. Bar _. .L Ray GVat" Gas Ststonal Va_. MA Rpadnse W 1 Fan Hose Aarnt ay Ya. nom F.epec[ws Teat _ - 0 - C55.541 CaaF��'120- - - - --1-- Fraged Cr.5evan -- - - -a-- Gov" rani ABBREVIAT NS ant eonaso of BOB Boo Bottom o[ BOP S.ottos 54 DO --- Dna. - Hasa vr.e;t - Nmo.e r.[ rag Not to -Coo Norio S_ -s DtxT 8r J CLC SYSTEM.. TYPE �15i- ^TA COr TRACT -WITH WET GRF__..._l- PRE ACTION. 2 APPRO0. Ala OUT _ �V GRINNELL�L FIRE PROTECTION SYSTEMS DESCe[PDON SYSTE CA2A RD LASS PICATICe ." DRAVL*e-DEtb•TY DES 3PA DATA_ AREA OFAPPt.0CAT[QAr- TOTAL SYSTEM AEOWP NEeOTS ATERS�'PPLY Ott DESIGN DATA 0 WS FT 50- " 405E LLOWANCE Darts AT 055 AT -- r SIAM PRESSURE _ P54 wnTH P55 SE PLANS PP,fiPA F ENGIr1EERSNG D WAWI#G NO _ t ---GPaa Ft-CAMN0 CONTRACT NQ'--- 12_ Vows N AT RV CAT, 5 8 10 STANDARD HANGERS -. Mock hanger(s) to be used) •-rnaur nen A"° +SME Rin 0050cR51e6O Lnee [Kit ua APPROVED The drawings a fixed trir'eeo have been reviewed and accep`ed as meeting or exceedrg mt-tiri.rm req reme-iU of the Ci y of Tei (a Fre Dap D.r os « of Fire Prevention Aid ions or re to these drawings after this date shall not be construed4:-/17.2-e_ a asbeing approved or reviewe „' _'- CITY OF TU ILAN BUREAU OF FIRE PREVENTION - E loin - 0.0e TIRE DEPARTMENT TO BE CONTACTED TO WITNESS THE FROWN TESTS 1 Uud'Tgrol,.d Visual hspechoa 2 Underreed B,irastatc _ 3 U d 4 Obeli ai hyt I stet TUKWILA FIRE DEPARTENT t. Zr I e ty 1 Lel _ i -__.._ � - ... _- -- -_ t ___- Z -_ .-- f _ 4Z- +4 'Za ,I'll t t �.._ Ise+ ..-`___ -- tts�__ i i `-ttk7 -1 " "'t TT __ 0 _. -_- C) C) I. C) _ T_ cz Si 0 0 Q 4 F_- - ___ "t -c c=___-_�.tt�� {c5 Q tG _"1 It f1 _i=`=c U=3. -i--t 'It _= Z S_ -. -_ fi-_ ��1 _ TT 'Lc�._. -_-:_-t �1t=} . 1 ( 1- !1 . - L �1 _. '-.. t=s _. _..-__-..'. -Com _. ..-.-_ c - ::.---...2..--1_1,2=t,--7-_ _� - _ , E.-. ___ rurimHR t ti. -. T t .. e _ T .5 Cii -yam _ 4Z- +4 'Za _ _ t t (41. - tlt t -_ i i 4F=t .tA- _ 0 _. -_- Q 0 t 0 T_ 0 Si �, 0 Q 4 F_- "I CG ___ =t {c5 -:_-"'T tcr�-` -:'-1. tc _ f 1 __ .-T:sGS_ __._�t is 7,__-s ;.tea ^__."t, see _._ - __ A -TA WA - r QEMF ti. -. I -__ _ C .. e _ T .5 Cii -yam :... q tj Q. -_ 1 -_ ` 4F=t .tA- _ L`.. _. -_- f} t -_--_-t_t T_ t -- . p tom_. :. .1Z. - p 44) - i Y. _. __'t - t i} _ f 1 __ = --_ (J _ tr •- 3 __ -_ fi-_ _ () _ l o _ . 1 ( 1- !1 . - L �1 _. '-.. t=s _. _..-__-..'. -Com _. ..-.-_ c - ::.---...2..--1_1,2=t,--7-_ _� - _ , E.-. "(- _ Cc��_ - _-1_ .S C=a. A -TA WA - r QEMF croERg _ 11w Yrasnxin 115 = au• •tae _ a • n - •vjr � - _-'"ak-tir-u-t- Iii IRE 6 RBe 14 t L1 ti. -. _ -..__ .. -__ _ C .. e _ T .5 Cii -yam :... q tj Q. -_ 1 -_ ` 4F=t .tA- _ L`.. _. -_- f} _ - c, -_--_-t_t T_ t -- . p tom_. :. I ^J-_- - p - -'• croERg _ 11w Yrasnxin 115 = au• •tae _ a • n - •vjr � - _-'"ak-tir-u-t- Iii IRE 6 RBe 14 t L1 C) _____f, : - ': -- - _- :... C) ":_ CT -:-. 1 -_ ` 4F=t .tA- _ - - «4 _. -_- Y -.- - C) - ' ---r a -Y. -GS-.:._ ^T tC. - -'• T>va __'t - t t_- _ . to .__ Z g __."' .- -..- _. it -.__ F _-T .lee, -_ -;^-t- tc5 14S 14W _ 14C .Katt I n.H _ we — Mtn. NOR L noting N is C r i.Ts - ac:s-It itu as O PPPr°Veal Ut�$LTED Si STEM ArtY t1 ICU FROa) PLANS _ FLETE RE't�EtiN CALCJ. TIOE(S DATE HT REVISIONS- SEE FLAGGED AREA \ - - IMPORTANT In localities subject to treezmg oonditwns, rt a the owner's resoorts. bility to pontde beat through -Out wet pipe sprinkler systems areas and 6t enclosures for dry pipe dotage and other types of yalyes controlling water supplies to sprinkler systems. ---- This drawing and the irfonmarion and design appflcat.on herein containedrs the property of Grinnell Fire Protection Systems Com - Pony roe. andror is subsidiaries and is loaned upon the express. o3ncbtrons. that The same be returned to OFFS upon request all Bttormatnin herein contained d all be treated as secret and confidential. production of this drawing or any part thereot shall be made ut the written consent of OFFS_ -- - CONTRACT RESPONSIBILITIES - ITEM - G F.P t THERS STREET WATER CONNECTION UNDERGROUND WATER MAINS EXCAVATION BACKFILL - WIRING PAINTING CONTR NAME COORDINATION RECORD REF DWG REV./DATE NAME TELEPHONE ..MATERIAL REQUIRED PIPING IAMETER FEET INTERIOR _. TYPE -- PIECES � T; _ � 3 SPRINKLERS - ORIF TEMP FINISH CANOPY tr ..: TTS 36_s. _- SYMB QTY 1 UNDER O ROUND 0 OF DROPS TOTAL THIS SHEET Hydrealie R f ern Pant - =sq- Lane Oepgnat an of Pipe Below Bottom of Deck (ta .)'totPP.Abax Ref Ras` - A Main Demanation-..= -� -1- EaMaoake (Lao g- 2 & 4 wee -'a- Hanger - Limit - ---e Saw. CAP7-0 Grooved Cam - -tel Sawed Nog .:fele Eteyanmo Change e. Pip. - - Ince this Door! - - SYMBOLS - - i72- G t. Team NRS. (GY1 _ -VI- OS &- Y Gan Valve. los & YI .2_ Flow $w.tdt (FSI - _ Q Mal for 8wntch -g4.. Butterfly Vain. -_ Cr Nim Veuve (ALYI ►ar EleetnaBeH it r Plate, Maim Gong IWMG1 - -01 Wah Cheek VP. -_ Senna Check Vete. - ® System R..ei - .Vo. Fee DepLConn tSta.mardl IFDCa. moi+ Fie DMA_ Conn. IFfroM (FOCI ti Foe Dept Conn. IS devotkt IF _.t... Poet (ndxasar Valla iPtVt 'P` Fe. Hydrant 13 Wart -`. Sanas erect _. -4- Kay Gave SRcttonat Vat» tont Road...1 6a • ® Foe Now Asarr bly bee ewes) -t Imonennes Tart -0- Greond Catarina (GO Flanged Cprcttoe _. ---� Cdobe Valve - -ry-Mali Valve Y Dry Pq Vain ABBREV IA -IONS BOH Bottom o BRA. BODBottom o Deck BOP _- _. Ranee c P.pi DO Chttc HV'__` Fiore Tact N&C Apure 1 Cap 44C - Not w Co Tact. NTS Not to Scale OW OEs, Ba lows... PKV_ Pressor Fwl Van R# - Roof Ma. -.cid SP ' Standee» TDB - Teo et B.em TOP 'Tomcat Pa- _ TOS Tris at S od -. 1)014 Ustea Chow -lama SYSTEM TYPE CONTRACT WET ___17t DELUGE -_-E DRY. "" PRCACTtdtNiO APPROVALS - taut ry 9Ur rx wF 3< GRIN E' LL - FIRE PROTECTION SYSTEMS ZEC.2T'V E OFEE..n PPOVrekEAE. -R OESCRIPTEON. tAZARO CLASSW,CAT,ON deanwuc DES.Gh DATA. OEN5rTT OF APFLaCATtON TAt SYSTEM COVIPEMENTS ' "- YSTEM DESIGNTDA A - - SYSTEM A0.4- wAasa Tr SOFT Ai.LowAN9E3 sot At PSR AT E PIANS PBEPA OcD Ail ENGINEERING OEPARTOEENT R SUPPty. INF OPM AToON STAT.CPPESSURE - _ - Si ESIOUAE PRESSURE PSI. 5ITta TEST TAKEN AT 2 _____f, _ f { 'J 1/ a itu as O PPPr°Veal Ut�$LTED Si STEM ArtY t1 ICU FROa) PLANS _ FLETE RE't�EtiN CALCJ. TIOE(S DATE HT REVISIONS- SEE FLAGGED AREA \ - - IMPORTANT In localities subject to treezmg oonditwns, rt a the owner's resoorts. bility to pontde beat through -Out wet pipe sprinkler systems areas and 6t enclosures for dry pipe dotage and other types of yalyes controlling water supplies to sprinkler systems. ---- This drawing and the irfonmarion and design appflcat.on herein containedrs the property of Grinnell Fire Protection Systems Com - Pony roe. andror is subsidiaries and is loaned upon the express. o3ncbtrons. that The same be returned to OFFS upon request all Bttormatnin herein contained d all be treated as secret and confidential. production of this drawing or any part thereot shall be made ut the written consent of OFFS_ -- - CONTRACT RESPONSIBILITIES - ITEM - G F.P t THERS STREET WATER CONNECTION UNDERGROUND WATER MAINS EXCAVATION BACKFILL - WIRING PAINTING CONTR NAME COORDINATION RECORD REF DWG REV./DATE NAME TELEPHONE ..MATERIAL REQUIRED PIPING IAMETER FEET INTERIOR _. TYPE -- PIECES � T; _ � 3 SPRINKLERS - ORIF TEMP FINISH CANOPY tr ..: TTS 36_s. _- SYMB QTY 1 UNDER O ROUND 0 OF DROPS TOTAL THIS SHEET Hydrealie R f ern Pant - =sq- Lane Oepgnat an of Pipe Below Bottom of Deck (ta .)'totPP.Abax Ref Ras` - A Main Demanation-..= -� -1- EaMaoake (Lao g- 2 & 4 wee -'a- Hanger - Limit - ---e Saw. CAP7-0 Grooved Cam - -tel Sawed Nog .:fele Eteyanmo Change e. Pip. - - Ince this Door! - - SYMBOLS - - i72- G t. Team NRS. (GY1 _ -VI- OS &- Y Gan Valve. los & YI .2_ Flow $w.tdt (FSI - _ Q Mal for 8wntch -g4.. Butterfly Vain. -_ Cr Nim Veuve (ALYI ►ar EleetnaBeH it r Plate, Maim Gong IWMG1 - -01 Wah Cheek VP. -_ Senna Check Vete. - ® System R..ei - .Vo. Fee DepLConn tSta.mardl IFDCa. moi+ Fie DMA_ Conn. IFfroM (FOCI ti Foe Dept Conn. IS devotkt IF _.t... Poet (ndxasar Valla iPtVt 'P` Fe. Hydrant 13 Wart -`. Sanas erect _. -4- Kay Gave SRcttonat Vat» tont Road...1 6a • ® Foe Now Asarr bly bee ewes) -t Imonennes Tart -0- Greond Catarina (GO Flanged Cprcttoe _. ---� Cdobe Valve - -ry-Mali Valve Y Dry Pq Vain ABBREV IA -IONS BOH Bottom o BRA. BODBottom o Deck BOP _- _. Ranee c P.pi DO Chttc HV'__` Fiore Tact N&C Apure 1 Cap 44C - Not w Co Tact. NTS Not to Scale OW OEs, Ba lows... PKV_ Pressor Fwl Van R# - Roof Ma. -.cid SP ' Standee» TDB - Teo et B.em TOP 'Tomcat Pa- _ TOS Tris at S od -. 1)014 Ustea Chow -lama SYSTEM TYPE CONTRACT WET ___17t DELUGE -_-E DRY. "" PRCACTtdtNiO APPROVALS - taut ry 9Ur rx wF 3< GRIN E' LL - FIRE PROTECTION SYSTEMS ZEC.2T'V E OFEE..n PPOVrekEAE. -R OESCRIPTEON. tAZARO CLASSW,CAT,ON deanwuc DES.Gh DATA. OEN5rTT OF APFLaCATtON TAt SYSTEM COVIPEMENTS ' "- YSTEM DESIGNTDA A - - SYSTEM A0.4- wAasa Tr SOFT Ai.LowAN9E3 sot At PSR AT E PIANS PBEPA OcD Ail ENGINEERING OEPARTOEENT R SUPPty. INF OPM AToON STAT.CPPESSURE - _ - Si ESIOUAE PRESSURE PSI. 5ITta TEST TAKEN AT 2 12 STANDARD HANGERS (Cade hanger(st to be used) - • ‘•-tpL WM re tetras Ms - A P O ti E D AS F OTED The d atnngs a t. ad h're o have been revs, ed and accepted as meeting or exceed) g minimum reqs ..rtait, of the C / or T.ir.. Ta Fire D. C_reeu of Fire P evei on Addi ions cr ra to these drawings after this d_t_ snail not be construed as being ...pp oved or reviewed CITY OF TUK ILA BUREAU OF FIRE PREVENTION Lweeauwn.e - a00- FINE C:PADTrENT TO BE CONTACTED TO VMS TOE FC =Ci;IND TESTS 1 L - a: k( .r LSp. t all 2 L. i -y' -I t c T3'1.j g n .. fat'' is 5;L H EERA FIRE DEPARTF1EUT f ffl. E'erg. v Ft.}r ET IJ. L..3 /Il �J I GG- _Z.- C..= ZY, 14 N.,„ T. S. _ _. oa.1 [e LIE& \sZkIeO KA t mrri e.0 Fee tea __::Y_i::i+li- civ - -. --�- -_ ice :..--s•1'SG -7 -s G -- —tar _ - 'Inc eta _ ---,Pat ale -.. asaT 582 KTE4En�-.� -M aa - Ar .14 eae9.sKn MALF KIT ea fa➢ WELDED i1K KAY Gp ter. -- n.YT�IiiZ off, -Te _.lye 1"•i-'.kt.._..�4/ �V Lam. __tC dY ,ossa ?PROVED FO" =NQ YN AP�aCti...t. c0^ .,, ._c:1 ONLY AP^ .-. 4" � -- e . T? TRF CON` T C - M1`CE v f F ACCP. T`G- 0_ VA- Cy -s-. Er TJ 0 t GATE I BY IREVISt FLAGGED AREA ON P MPORTANT localities subject to freezing conditions it is the owner's respons ity to provide heat throughout wet pipe sprinkler systems areas and enclosures for dry pipe deluge and other types of valves controlling pplies to sprinkler systems. - - - - _ and the information and design application herein antained Ts tkle Property of Grinnell Fire Protection Systems Cor. ny Inc andor its subsidiaries and is (correct upon the express. conations- - that the same be returned to GFPS upon request; alt information herein contained shall be treated as secret and confidential 7 -reproduction of this. drawing Or any part thereof shall be made Without the written consent of GFPS. 2- CONTRACT RESPONSIBILITIES - ITEM - GF,PS OT ERS STREET WATER CONNECTION UNDERGROUND WATER MAINS EXCAVATION BACKFILL. WIRING - _.. PAINTING COORDINATION RECORD CONTR NAM REF DWG REV/DATE NA TELEPHONE - MATERIAL REQUIRED -- SPRINKLERS PE ORIF TEMP FINISH CANOPY SYMB TY PIPING INTERIOR DIAMETER FEET PIECE UNDERGROUND NO OF DROPS TOTAL THIS SHEET Hydraulic Ref ranee Point - Lice Deng,,., On ei rt of PPe Below Bottom of De Cr. 4 jrt. of Rpe Above Ref Plane - A Man Cotenanon -1- Earthquake 8 ac ng- 2 & 4 Way -et- banger _ _. Unrnn _ —[ Screwed Cap - -- --D Geoewd Gip —4 Sri wed Rog Boohoo Change .n Pip. ' (notthru Nowt _ _- --_ SYMBOLS -G)G Gate Valve N.R_S_(GV)- -DYi'OS& VGeol Valve LOS& Y1 k Q Flow Swetch (FS) _ -- 51 More/tor Swatch -sten_ BwnerRt Valve - t# Alarm Valve (ALV( - Ener Etectnc Bar _. ate Water Motor Goat & Mt`a.. 44 Wafer Check Vara _- -_ -1‘.3- .3- Swing Chace Vater e System Rao _ eZe Fere DAM Cann tStrec e(te 14174 F e OPAL Crane .(PASA, (FOC tit Foe Dint Conn. (Sclerotic) (FOCI . Post inchoate, VN a (PIV, _- '2' Fre Hydrant (3 Wayt --{. Thom Biock_ --. -Ts- Key Gaol Sectwnal Valve - ..e[Roedrey Bos W:22 Few Hon Ante.nb w sea nota) _ -4. sweete0 Tea - �- weeve4 C.00pluy 140 - -f- F.____ Cenweerrae -_ -+- Grabs Mao NWaa. eat --1. On, tesete-wea ABBREVIAT BOB Bottom of BOD ` Bassoon[ 80P-- Bottom of OO _ Dtta FEV- - Hose Valve N Nipple and NIC-- Not ,,Coot ac NTS Not to Scat 083 -^- Olen Bar PRP Prasaun R Rat _ Roof Man., 5P E1a,,daye TOB Top o. Sea. Tf Top ea Ryer - TOS-TeootSee. UON - Lagoa Otherwise Not* SYSTEM TYPE DELUGE_ PRE ACTION ❑ APPROVALS Q(50 Q IRF - FM GRINNELL 1 4W PRO(�TECTTIOON SY TEll S 'set, CONTRACT WITH-.. DRAWN BY _ k 4 t14 1 CHECKED BY DESCRLPTIOFF - i-'�* :.:� 4?'R-e e SYSTEM DESIGN DATA AZAR° — _ .-_-_-__^.� LASStftCATtON' HYDRAULIC OEMSIT5' GPM(S¢ FTS DES GN DATA AREA OF APPUCATION- SO. FT. w�n PTJH we NCE4 '"-GP' TOTALSYSTEM --- '- - REDUiREMENTS GPM. AT PSI AT _ NATER SUPPLY AN FORMATION. STATICPRESSURE CUTtYE OFFi[ES RESFDUAL PRESSURE - PROY{DENCE. AST N EAT XE 11 PST WITH eY PS. THESE PLANS PREPARED AT ENGIN FERINba DEPARTMENT DRAWING NOL GPM PLOWING SPRINKLERS -- THIS SHEET SYM _ DESCRIPTION TEMP QTY 0 RELiABLEMOD 'G' BRASS INTERMEDIATE LEVEL UPRIGHT 1/2' 165` -24 TOTAL THIS SHEET NOTE:. ALL RACK SPRINKLER SHOWN ARE SUPPUED FROM DEDICATED RACK SPRINKLER SYSTEMS. NO CONNECTIONS TO ROOF SPRINKLER SYSTEMS •'t7 J ; i 1 r 3 r i F I 1 1 -1 1 I I r - r E _ I r -i 1 - • -1 - S FP -1 r _ N 1 AREA#2 - &= FP1•2 1 } it t KEY PLAN - SCALE 1/32' = 1`-0` 11111_ 1 0 - 16' 32' 64' FLOW TEST: 150 PSI STATIC 20 PSI RESIDUAL FLOWING 7474 GPM - -- TEST ELEVATION_ FF LEVEL SOURCE: OTT OF TUKWLA 24 MO? OnflairDAIE STRE AIR ORANWINK gm/am RACK SECT ON 'C' ACCEPTED • Without Comments 1r As Noted In Red O Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current crty standards Acceptance is 5ub,ect to ei ors and omissions which do not aunorze violators of adopted stanaaras and oramances The responsibility for the adequacy of design res's toal'y with the designer - Additions delet,ons or -ev sions to these drawings atter this date will void this acceptance and will requ re a resubmittal of revised drawings for subsequent approval Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. - 07 By ruKWILA FIRE DEPARTMEt . Please call: 575.4402 and give this rob No 07 -S aca-s— -, and exact address for shot. 1 IOWn or restoration apDrovall IMPORTANT NOTICE Because of increased demand our inspectors' schedules are booked 3-7 days ahead Therefore, you will need to call 206-575-4407 to schedule your inspections a minimum of 48 hours in advance of the date you want an inspection —Cow pi tv 1 vQ,.ow e--'`5 a ec.,a5 rcv6cw SCALE i/4` [1111 I 0 2' 4' 1 - 8' f I 2 LEVELS RACK SPRINKLERS -- 7 LSPR1NKLERS PER LEVEL FLOVANG U 15 PSI f1lN ... � v 37 2 2 8-0 8-0 0 2 2 U 8-0 U 8-0 U 2 2- -D U 8-0 t GENERAL NOTES NEW RACK T NEW 2h- TO EXISTING r RACK PLAN AREA 3 SCALE: 1/8' = 1'-0` aoo7 SPRINKLER DESIGN PER NS P k 113 2B8 EDITION ALL MATERIALS SHALL BE NEW AND UL LISTED OR F M. APPROVED FIRE SPRINKLER SYSTEM TO BE INSTALLED. BRACED AND TESTED IN ACCORDANCE WITH NY P.A. 113 IN LOCALITIES SUBJECT TO FRFF7ING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT i THROUGHOUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE , DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS 1[11[ - 1 a - 4` B' 16' FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF ALL ELECTRICAL„PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS FOR NEW RACKS SPRINKLERS TO BE PROVIDED AT EACH TIER CALCULATED 14 SPRINKLERS - 7 PER LEVEL FOR 2 LEVELS - 15 PSI MIN END HEAD PRESSURE SPRINKLERS TO BE SPACED 8'-0' MAXIMUM HORIZONTAL DISTANCE 1' - 2 THREADED PIPING TO BE 'DYNA-THREAD' / 2 k 2/' GROOVED PIPING TO BE 'DYNA-FLOW HANG LINES WITH 2 HOLE CEILING FLANGE - EXISTLNG ROOF SPRINKLERS ORIGINALLY CALCULATED 42 / 6000 SF. S REQUIRED MINIMUM OF 35 2000 S.F. WITH RACK SPRINKLERS FLEXIBLE COUPUNGS a .t • •'� PER NFPA 113 2002 9.3.23(5) 10-29-07 REVISE 3` RCN Eti(4rTERING REVIEW 0E10-28-07 • ra CROWN - FIRE PROTECTION INCORPORATED PO. BOX12U3 DELL MEM, WASKiNGTON 9E1032-0113 PH. (425) 481-7563 -. 42 I — J MACY'S - RACK SPRINKLER PLAN MACY'S DISTRIBUTION CENTER 17000 SOUTHCENTER PARKWAY -TUKWILA, WASHINGTON DATE. 10/07 CA SCALE. AS NOTED PAIi OCT 3 .4 211,1/ Tukw.Ia Fire ��s sa7 2 �--RACK SPRINKLER RISERS (SUPPLYING RACK SPRINKL RS ONLY) / ./ - REMOTE AREA $2 / Q,=°o .�/ - �oo�o�ooa�ao�o� . .�a.` - / C. th tYa — / EXISTING TO REMAIN! as 23 a2 27 ao ---1—g. t ,a / Qa NEW 2' BRANCHUNE n ,6 is a 0 to tt EXMS11NG RA RACK ADDITION F. y� 4- W2 DOSTINGI O REMAIN 1Y4 1141 REMOTE AREA 11 101 11. • LEVEL 4 LEVEL. - NEW 2' BRANCHUNE (4) 2 AUX ORAN NEW 2' BRANCHLINE 14 SPRINKLERS CALCULATED / 7 PER LEVEL 8 15 PS END HEAD PRESSURE MINIMUM LEVEL 1 RACK SECTION 'A, SCALE 1/B' = 1'-0" 1 1 11 1 1 0 4' 8' la 4 LEVELS RACK SPRINKLERS - 7 SPRINKLERS EACH FLOW NG ON 2 LEVELS - 14 TOTAL 0 15 PSI ;M 2= 2 NEW RACK - 2 2 8-1.1 t -b V b -U -6 NEW RACK 2 2 /-b _ b -U 2 - v b -U 2 BRANCHME MAK BRNgilE.. t!7 6aNla1J - —. RACK SECTION _'P' SCALE` 1/4' = 1'-0' 11 1 1 1 1 - 0 2' 4' _ NEW RACK ADDITIONS (3) 2 2 - 2 2 1/ 2 O 2 2 -, 2 _ - 22 2 2 2 -2 2 I U b -U I (-)tS-( t 8--8 '- 8=-0 ' 8=u 'J 8-0 r 1-b u 5—U -b-U 0 /-b U b -U iv ti -U ' 1# I _ - I EXISIING BRANCHUNES 0 LEVaS 2 & 4 -6 - -6 NEW 27 BRANCHL.INES NEW 2' BRANCHLINES - -8 2= 2 NEW RACK - 2 2 8-1.1 t -b V b -U -6 NEW RACK 2 2 /-b _ b -U 2 - v b -U 2 BRANCHME MAK BRNgilE.. t!7 6aNla1J - —. RACK SECTION _'P' SCALE` 1/4' = 1'-0' 11 1 1 1 1 - 0 2' 4' _ NEW RACK ADDITIONS (3) 2 2 - 2 2 1/ 114 114 114 O 1 2 2- 2 1 1 - 2 2 2 - 2 2 V2 _ IZ 2 2 2 2 -2 2 v 8-0 8-0 v t 8--8 '- 8=-0 ' 8=u 'J 8-0 o 8-8 '- 5-0 0 76 NEW BRANis _ NES 0 LEV&1 & 3 73 lz 77 s) 6-8 0 5-0 V 8-0 (' ' 1# 2' BRA VjUN_S - I EXISIING BRANCHUNES 0 LEVaS 2 & 4 NEW 27 BRANCHL.INES NEW 2' BRANCHLINES 2 2 DESCRIPTION 2 2 TEMP 2 2- 2- O 2 2 2- 2 1 2 - 2 2 2 - 2 2 V2 _ IZ 2- -- 2 - - 2 2 -2 2 a -a - 0 5-8 -'}} 8-0 0 8-0 0 8—a 0 5—a 0 8—o 0 6—o 0 76 NEW BRANis _ NES 0 LEV&1 & 3 73 lz 77 r 0 6-0 0 s—a 0 8—a (3 ' 1# 2' BRA VjUN_S I NEW BRANCHUNES 0 LEVELS 1 & 3 NEW 2' BRANCHLINES - L UPPER LEVEL RACK REF PTS za 53) RACK PLAN— AREA 1 SCALE: -1/8- = 1'—O`- 11111 .7 - CI 4' I6' RACK PLAN — AREA 2 SCALE; 1/8' = SPRINKLERS — THIS SHEET SYM DESCRIPTION SEE SECTION 'A' ABOVE FOR HYDRAULIC CALCt)LATIONS Tt S RACK ti/ TEMP QTY O RELIABLE MOD 'G -BR.ASSi I'4 2 2- 2 1 2 - 2 2 2 - 2 2 V2 _ I /2 2 -2 2 8-u t, 8-u 8-0 8-0 • 8--0 ,-+ 8-u is- u D-tt u - .-• - .-. - .-. - LOW R' LEVEL RACK PEE PTSCr 76 NEW BRANis _ NES 0 LEV&1 & 3 73 lz 77 ,a 0 ' 1# 2' BRA VjUN_S RACK PLAN— AREA 1 SCALE: -1/8- = 1'—O`- 11111 .7 - CI 4' I6' RACK PLAN — AREA 2 SCALE; 1/8' = SPRINKLERS — THIS SHEET SYM DESCRIPTION TEMP QTY O RELIABLE MOD 'G -BR.ASSi I'4 EDIATE LEVEL UPRIGHT 1/2` - 165` 240 TOTAL THIS - 240 11 1 4' 8' 16' A 10-24-07 REVISE PER TUAZCt, ENQNT>} NC REVD( aF 10-28-07 CROWN FIRE PROTECTION - INCORPORATED P.O. BOX 12113 OiEEC, wA9f1 cTCN 58082-0113 P11. (423)_481-7669 --- MACY'S - RACK SPRINKLER PLAN MACY'S DISTRIBUTION CENTER 17000 SOUTHCENTER PARKWAY TUKWILA, WASHINGTON DATE: 10/07 DRAF1t CA SCALE. AS NOTED FP -2 OF 2 1 ACCEPTED pAS NOTED INR ED TS EI PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or re/isihns to these or •vings after this date will voi i this s c at•in a an Y will require a resubmittal of revised lr.rwings Final acce,,tance is s'i'TN ^t to reel i- Ins,1' is 1 nj a reeresentative o. T,us dep: 1. DATE (/ BY /srL- �tCITY OF Tt.KWI A 575-440/ 43 TUKWILA FIRE DEPARTMENT Please call. 575.4407 - and give this Job -No i 'St �o and exact address for shut- down or restoration approval DISCHAPGE 01/r WALL - 1-1• ' DESCRIPTION. - 1St 0TH 1V4 . - tYr 286' - 1y4' <R-4_ �� .)+♦J�r C}i G P n 144 2, ' Y -- 1 - . 11'i _ - 144 - 5 _ �_ 114 -- - 1St I - -1 _ - - . _ _ _ 1 ` Y PJ CF s C 0 k 1 &-D>h• e 165' 0 -014 8 -ori # -8-0 err or r N .bet 4-2 _ " Ds4 -- �. 11a4w _ AM rib g r we 11e,4 A _ _ were. � '- 14 8-014 8-014 ET Rat � - . 8-0 _+ F; 1- ,reo5 C2 rb. 1 1'4 -.rer J- lit 8-04 W 21 t 114 _ 8 _. 11i - 0f4 w 1Vi T 1 = 2 1 1 Mit C - Der,.- ,v 014 U _ 0VA T lJ . 8 v/4 V , 4-Z (} 3-6 - 8 OVY ,� (� C 1 v 8-044 ' CULATED REM GPM OVER S- ATM FAG DRY MLU 8-014, TE AREA SOU Al. pE8tSI FIE FIE TY B-001 - -- _ MINE ter ��j 1-U / 1 45 t V 1V4 47 . 1K 4 -1 it (v-P-Va ... with - 'l+t }4 114 S:{ 1 / UV 1 = 1 1 1/4 LVi `� •K 8-014 21/r -O 4 T 7/5' 8-044' 8-01 14-2 'm 6 8012 b-0ti - 8-C14 _ 11-015_ _ Tutee 8-0' HANG NEW MAIN AND LNES AT S" g BELOW NEW STEEL PLIRLWS t o -1" g AFF BELOW MEZZANINE PPF 9- 4 4 1 a3 EXIST. OVEBtlEAD Y,IRErIOIJ5E SPRINLER SYSTEM 1 1 ;,-. IST1N G OVERHEAD CROcS1zArN NEW 423 GR M T CUT -IN 11 VISTAS OVERHEAD WAREHOUSE SPR,NLER SYSTEM. • 1 f n --C SPRINKLERS HANG NEW MAIN AND LINES AT 12"f ABOVE NEW 8 CEILING SW ' DESCRIPTION. - TEMP 0TH OO RELIABLE MX G" BRASS UPRIGHT -1/2" - 286' 41 ' • 6 PEUABLE M00 'C CHROME RECESSED 1/2" - 165- 36 _ - PEUABLE MOD 'G' BRASS PENDENT 1/2" 165' 0 '1 RE'IIASLE Y00 'G- BRASS hORR,ZQNTAL SDEV+ALL 1j'2" e 165' 0 TOTAL -'HIS SHEET - _��- ADO 2' GULLET AT END OF 3' NIPPLE & ay_ TO FEED 8 HEADS INSIDE AND BELOW NEW EDIT RAMP ABOVE MEZZANINE PIPING EXISTING OVERHEAD WAREHOUSE SPRIt4LER SYSTEM - 0 Thi x 2x 27-0 TGT F O -6 144x 9-8 2 -WAY EARTHQUAKE- BRACE 2 -WAY WITH LEINGITUDIrJAL EQ BRACE --'i MATERIAL - _ _ tcLCO FIG. IOW rAST RAN. - TCLCD FSG. 911 SVIVEE En FITTING - - r SCHE7x.E 4D PIPE tP TD 7'-e• LENT_ _ 1 I/4• SC EME 46 PNC UPTa 9`-$" CI$x: __ ATTACHMENT TECSTRUCTURE 4 -WAY EARTHQUAKE BRACE + - 1/2' X 5.' AUL .Tara$ ROD THRDUC+f UMW Or MIST 3 X 3' X 1/4• STEEL PLA'E TDP 0.M$ 8prICN CF XIV t.2' NUT ANA VASTER. TOP AND $OTTU, ! $FEEL PLATES GENERAL LEGEND _ [ARP -QUAKE BRACING PIPE HANGER _ GROOVED COUPLING RIM COUPLING —1 CAP - - -E PWG - CENTERLiJE HYDPAUUC REFERENCE POINT BOO - CENT -RUNE PIPE TO BOTTOM_ OF DECK 603 _ CENTEEPZiNE PIPE- TO BOTTOM OF BEAU BOJ CENTIRU.'E PIPE TO BOTTGM OF JOIST FOS FACE OF SFUD F0W FACE OF WALL FOC FACE OF CONCRETE AFF ABOAE FINISHED FLOOR CH _ CF'UNG HEIGHT- R� REDUCING COUPLING - OUTLET COUPUNG • - VEILED OUTLET' L _"FIT" FITTING _ E/C END TO CENTER C/C CENTER TO CENTER C/E- CENTER TO END GG CPOOVE/GROOVE TG THREAD/GROOVE (ALSO 'co TxF r,-READ/Fir (ALSO "F>1r) _ _ ATR AL1-THPEAD ROD _ GENERAL NOTES 1 SPPIN.TLER SYSTEM DESIGN. ST -MALL BE P111 NFPA 03, FACTORY MUTUAL AND THE_NK/YLA FIRE DEPARTMENT= 2 ALL MATERIALS USED SHALL EE NEN AND FACTORr MUTUAL APPPOVED _ - 3 FIRE SPRINKLER SYSTEM TQ BE INSTALLED -BRACED AND TESTED IN ACCORDANCE -WITH NF P.A. r13 = 4 IN LOCALITIES SUBJECT -'0 FRFF71NC CONDITIONS IT IS P11 GANERS RESPONSITUTY_TO PROVIDE HEAT _ -- THROUGHOUT THE WET PIPE-SPPNKtEP SYSTEM AREAS Al 0 IN ENCLOSTJPPES FOR DRY PIPE , DELUGE- AND OTHER TYPES 0~ VALVES CONTPOUJNG WATERSLrPPUES TO SFR WEER SfSTENS - __ -- - - - - 5 FIRE E PROTECTION CONTRAT�SHALL NOT BE RESPONSIBLE FCR THE ABIUFf GF-THE"U STC1LRE TO = E,t,rf..tL '' s.• - "uc_ ' _ VL -E -4 --SYSTEM Ce AN e-APR/RTEhANCES-TM..Rf0F--_- --- - - _ . 6 ALL ELECTR'CAL. PAINTN1 OF PIPE FURP.NG, CUTTING OR PATCH+T4G 70 BE BY OTHERS - _ 7 SPR'N+WLER hEADS ARE COT NECESSAPILf LOCATED IN CENTER POINT OR QUARTER POINT OF CEILING -TLE 8 PPE SONG PER N �'.P A 113 AND FACTOR( MUTUAL PUJNGS - - - ` _ _ - - - - 9 SPR.:XLER SYSTEM HIDRALJUCAILY CALCULATED AND DESIGNED TCL PROVIDE 17 GPM / 3000 S FBELGf# MEZZAN"1E PER ENC --- AND 15 GPM-/ 1500 SF -Ft OFFICE ABOVE MEZZANINE - - - _ _ _ _ - -- _ 10 ORDINAR HAZARD OCCJPANCY = 130 S F: / SPRINKLER 11AYI6NM - - - - - - - 11 1"-2" UNE PIPING TQ BE OYNATHREAD 2" AND 3" CROSSI.IAN TO SE DfNAROW PIPE. 1" DROPS APE SC1-EDULE40 PIPE - its 12-7 TYPICAL HUNGER ABOVE OFFICE IN %OCD- - n " n - 12-7 - - t2 12-7 IGINEERIN ASSOCIATION - ISTRICT 0 'ICE e 0 RECO ,pTIONS TrrrAI, LL,11 purposes o v m accordance = T1s ar-k 0T, al nea Nothing cancer- ng omptlaace Kith is orgove'a ental agencies -- ictionaTaut cnty 1' AUX DRAIN VA. F R c oCru CTION 4332 EST IMAM MA PILpco eat -resp --BON D S►TRIBIMON CENTF _ = r SOUTHC91TEL PN (WAY AMA, UM= sews - rpm C 1~ 1993_ -t1-93 I1.4A - FF _ Hanger No_ 13 Eye Rod & Drupe Screw - - Eye Honger No 15- 5- - Nuts and Washers - - Med Abl Boom = (y Bolt R - - Tr; y h .Rrf _ - r ..ems loch 41 a a (o. erre. - - Lr - err or r N .bet _ - 11�4tl b berm, or d 1 - -- �. 11a4w _ AM rib g r we 11e,4 A _ _ were. � '- _ - Tar 0 We b falx y.4,Yr. - . 2.2 tdotad«M4 4 d --� ET Rat � - +«w« erre r *oaf 4m, - DeCanter em ,reo5 C2 rb. while a a. rr.d .. Piers- - -.rer J- - Note oc Plan Barger Numbs end n'.0.- Demonaan - - �tiriui Note on Aur. Hanger timber a,d3�PTED FACTORY F ORYMUITTALE SEA STJBJ1I CT'1 Pipe sir. Rut sae Tp. e2 _ Screws Regd Mac '8' Dee Mit C - Der,.- Yaw C. Dm Pp Sae- Ref Sae '8'Yfl'YtIIL:PTiidsZT.".TRANS! D � a - 3/r ais rev Faces ,., : -tP4 Sa•, are 3H ter 1 ST'S' - r , 3/r 1 3/r r ... with - 'l+t 1 4/4 Should bq-iTt 4 at-TbQry1-� 'MOM 1 1/4 ' - 1/6 e I '�-"- - 21/r 13/5 T 7/5' t 1/r °ni 5ei - .S/,a r ..�- _ Tutee .1,441.*t.P C- gt^yutr-mei o - Y sir - - ..-1,4- Y 3/.' Y / _ 3/b'- ga}nty Sb et 4n4-ite or I�at,c4$$5 C1II-15 albs/tiler arts 2 1/r.. - - 8 7,-,e 2 3/4 - IVY _ m Se. - - — ro. 4 7/' Y - -. - s 3/4 3 1/4' 3" aro r Reviewed y t 3/r 1/r 3 1/r - 3 — t/2 r S` BeN- - 2' 3 5/S 3 1/2"- Jost Pr x,/Y r 3 5/ 5 4 Y 4/r3 3/Y 4 - - Lot '- S 2 1/4- 3 7/5' 5 - _ 2 3/4 4 3/4' 5 --- Y 3/r 4 3/4' • 1.fr 3 3/M' 3 1/2" 4' 4/Y 3 5/15` - 5 1/Y r , - 5/S , y y 4a 4 5p5 • 3/e' r �R<\FICA'T�E'O`FC��4/ 4 Spa- ' - e 3'4. -Alt 1, its 12-7 TYPICAL HUNGER ABOVE OFFICE IN %OCD- - n " n - 12-7 - - t2 12-7 IGINEERIN ASSOCIATION - ISTRICT 0 'ICE e 0 RECO ,pTIONS TrrrAI, LL,11 purposes o v m accordance = T1s ar-k 0T, al nea Nothing cancer- ng omptlaace Kith is orgove'a ental agencies -- ictionaTaut cnty 1' AUX DRAIN VA. F R c oCru CTION 4332 EST IMAM MA PILpco eat -resp --BON D S►TRIBIMON CENTF _ = r SOUTHC91TEL PN (WAY AMA, UM= sews - rpm C 1~ 1993_ -t1-93 I1.4A - FF 0 E 1 0---F= r - 37 • 3-5' f 3-7 { 5=0 (c) .: • 4 REMOTE AREA 12 14 SPRINKLERS CALCULATED 7 EACH ON 2 LEVELS 4 0 0. E 4D _ o- 3 30 01 21 0 0 21 0, 0 s 0- REMOTE AREA ft 14 SPRfN14LERS-BALet:51, 7 EACH ON 2 LEVELS 0. 21 21 21 0 0 0 I „47 CONNECT TO EXISTING 2 LEVELS 21/2" r 3 0 0 0 0 6 6 ZE 6 t.1`1 (I) ' -4( + 4 NEW SYSTEM' FOR 11 RACKS - HANG SIDE EfAM BRACKET TO 4x PURLINS 2 0, 2 0 2 0 2 0 2 0 2 8-0 8-0 8-0 8-0 ,8-0 8-0 9 2 2020 20,20 2 8-0 8-8 8-0 1 3 I -4/ 31 D6 L- w s - -z-- - o —! - ---/ L., 1 40 1 1 3 O Q22 22 I 8-0 8-0 8-0 1 ------------ •' 2 2 2 2 8-0 8-0 8-0 I ID 3 3 -1 N I 3 0 0 CS I 3 N 7 4, 444 444 4,4 444 1 RACK SYSTEM SPRINKLER PIPING PLAN 1/16Y A. 3 041 NEW RACK - TYPICAL I EXISTING RACK - TYPICAL N ( 0 0. 0 0 0. z SS 1 GENERAL LEGEND EARTNCUAILE BRA= PPE HANGER GROOVED GP 002 COWLING MUSS NOTED ) --I CAR -I PUJC CENTERLINE 0 HYDRAULIC REFERENCE PONT BOO CENTERLINE PIPE TO BOTTOM OF DECK BOB CENTERLINE ME TO BOTTOM Cf BEAR CC BOJ CENTERUNE PIPE TO BOTTOM Cf .1:151 10 FOS FACE Of STUD EOM FACE OF WALL AJR — NEW SPRINKLER PIPING FOC 01 4 E/C C/C c/0 FACE Of CONCRETE ABOVE /NSA() FLOOR MUM HEIGHT REDUCRtG COUPLING 0011/1 COUPLING 801200 011100 'TIT" TRIM END TO CENTER CENTER TO MEIER CENTER TO 080 GROOLE/GROOA INREAD/GROOLE (0100 '(Y) THREAD/11Y (ALSO 'fan ALL -THREAD ROD EXISTING SPRINKLER MING r 440 At 2 2 2 2 2 20, 211 2 2 8-03 8-0 a -o,14-0 0 8-0 2 2 2 8-0 ° 8-0 0 8-0 ° ° 8-0 115 2 2 2 2 f2 10 8-0 U 8-0 a -o a-0 a -o 2 2 2 1.-2- - 2 2 8-0 8-0 08-00 1 u 0-0 0 2 2 2 2 8-0 8-0 • 8-0 8-0 0 e. I CONNECT TO EXISTING 2½ DROPS 2 2 8-0 2 2 2 ...124 2 2 2 -10 8-0 ° 5-0 0 8-0 2 2 8-0 8-0'U .1218 2 2 2 2 2 8-0 b 8-0 0 a -o 18-0 L' 8-0 ') 2 3 FIRE SP 4 INLOCA THRO OTHE 5 FIRE PR AEU 6 ALL Elf 7 FOR NE FOR 1 8 CAL 9 SPRINKL 10 - 2' 11 HANG U 12 EXISTIN CURRE 1111•1010 l 1111C14,11,10.1 b 1110111i14,1'1, 02) cy - - _ NEW RACKS TO HAVE SPRINKLERS UNDER EACH TIER - 3 LEVELS EXCEPT AS NOTED TUKWILA FIRE DEPARTMZNT Plc. ca I: 575-4407 ,Ais job I _-idressfor reSE0Eati0n approvals EXIST. 4' ALARM VALVE -rt RACK SECTION 3/16' = r -o", _ _ Yilt4,4 roe; Pie 09 I I1 1 EXIST. 4 OS& Y GATE VALVE Dw 4 ACCEPTED 0 WITHOUT COMMENTS. ,,,fin 0 AS NOTED IN RED rA Pr PiiR THE ATTAC EiLyLETTER T 593n 'r4iliilCaresuomittal of reyi.eci arca Final acceptance is subject to fieli. inspection by a representative of this ''•• NEW 4' OS & ATE:1-'24-'7i BY : , A RISER DETAIL - LOOKING EAST 3/8' = SPRINKLERS SYM DESCRIPTION TEMP QTY . 0 RELIABLE MOD '0' BRASS INTERMEDIATE LEVEL UPRIGHT 1/2' 165' 607 GENERA i NOTES SPRINKLER DESIGN PER N.FP.A. f13 & 231-C FOR RACK STORAGE ALL MA ERIALS SHALL BE NEW AND U.L USTED OR F.M. APPROVED INKIER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH. N.F.P.A. 113 TIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT GHOUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE, ts4GhAsitth.,„„,,, cotIcipv.:{r. TYPES OF VALVES CONTROLLING WATER SUPPUES TO SPRINKLER SYSTEMS TECT1ON CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE --TO r". g;:d ,,--- ATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF .„ riae4Li4;z1:E-1:: 6' OR LESS EXTENTIONS TO EXISTING RACKS,SPRINKLERS TO USE EXISTING CONFIGURATION PRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS RACKS,SPRINKLERS TO BE PROVIDED AT EACH 11ER TED 14 SPRINKLERS - 7 PER LEVEL FOR 2 LEVELS RS TO BE SPACED 8'-O MAXIMUM HORIZONTAL DISTANCE PIPING TO BE 5004 40 OR SCH 10 / 21/2 AND LARGER TO BE SCH 10 S WTH 2 HOLE CEILING FLANGE ROOF SPRINKLERS ORIGINALLY CALCULATED .42 / 6000 S.F. T STANDARDS REQUIRED MINIMUM Of .35 / 2000 S.F. 00Th RACK SPRINKLERS TOTAL THIS SHEET _ 607 1 JUN 2-1 1991 IL tr=1 7ee-y1/1 Our review of these plans is limited solely tr ,Pte: 5-91 protection and human safety aspects and is suciert to concurrence by others engaged in the prapm who are responsaae for other engineering, d-si0Qate: 1/16 -.1• end construction factors. Our review in no ws • le intended to either abrogate or circumvent 8 separate approvals which May be require, ZaVirl: G.B. Federal, State or Municipal modes, minnow rtt ,thautetionsi Sheet i 1 OF 1 APPROVED AS 110'"ED Tho dra vings--aft sed h_ret- have been retilew-d and ac'-=pted a,-rveeting or_ exceedtrg _rn n marl -re4nv rie^ts of the Cdy of Tukwla Fire De;"- aure.0 of Fue Prevent on Add.honsof ren rrs to th se ,drawings aftertb s -date shall not be construed as being appro ed or rev ewed. CITY OF TU ILA BUREAU OF FIRE PREVENTION -- FIRE 1FPARTT ENT TO BE CONTACTED -- TB VI ErS T" F l0$IMa TESTS - 1 F' r t L Yr al trwectrof - 2. ;�1 a I Pte, 1<,.C. „_- a_ ?aF V ORrz \VHSE. _ (2,Y -e# -ALA Ft VATS = a>aa. .1 ARRI R DEP,-PTMENr VY t GMK_ Tr y P R(}rr= E7atecf -trice^ax.n _ el - Se.. s _`_ at t 24/ 335 4$ Nr.. trt Act, a^/ ARP area , ENGINEERED `-- MATERIAL THIS SH "r NO.. OF SPRINKLERS FT OF CROSS MAINS _- '�-- FT OF SULK MAINS -- FT OF UNDERGROUNt NO Of DROPS " --. -- IMPORTANT--�-- 4a. In toearites-. subtext. to tr en g condittorn t is the owners, espona blf ty to Provtd heat th oughout wet prpe sprAnkler ystem es and -_ kt:rtcloplre; ftr dry pipe_detuge ndother types of valves ontrolltng_ water ppYles. to pet klet systwna. __ - - J" Ther draw'ng -and- th rnformtr aort. rnd desgn appheatronherein.- conte ned U th property t Gr reseff Pe Protecttnet Systems Com papy itw. _attdiot is sobsrd'artts and is loaned upon ;ha ttpress `. cartel eons that the game be r turned to GFPS upon _equest,..all .mformanoa rtereut-oontartted sh It he treated as sew ratdd conftd noaf T tto.-r lxodttcttan of Ehts rkawmg dy any --part thereof shalt be made out th wrdten:•CansenVof _ CONTRACT RESPONSI STREET WATER CONNECTION UNDERGROUND WATER MAINS EXCAVATION' EACKFILU SIRING — PAINTINCx. TIES - G.F,pS IJA-- "_ COORDINATION RECORD THERS CONTR NAME- REF DWG REV 'DATE NAME" TELEPHON - PIPING -� - - INTERIOR- _ - r Hydraabe Reference Pa 0- --- -DO- Gate Valva PLR$ tGVE time Desiebee {' _ -DIF" OS & Y Ga Valve t0S & Yt t of Fpa Before Batton td Deck- Raw Svntdrr iFst -_ -' Jrta Ptpe Above Rat Plate itt Moo.tae Snardr. ' `r- -Matnt)aRgtu ton liu[teRiy YaM :<F,d- -Fatteamke 9twng 2& t Wee i.. _#t:-' Alarm Velve(ALV) s__ " - _ Ehcm 9MI — JAW Woe Motor Gone MAGI -or. Kiefer *Meet Varve UNDERGROU TOTAL THIS SHEET - Ph SNvta Gast Yeke_''<, -- ®syatae wrr - Fin Owe, fotat. LStenmrdt VDU slue Etre Dept Gan, IFhab1 liCCF .#.< Key Gate Secaa+at Vatw - _ - erRostA.es Bo ® Fees lime Asembty fsR(twtet - -A htwm ors Test„ —{}- Gra.Ged Coep*n9 (GCI - FMwd Canemtan. _ --4-Ciao Varve Anja VaM - - 0'S qPe V117 - A96REY1 , TtONS 906,. Batton .1 9eamT 80R Bohan �etaar BOP _ 9atwe P.pe OOs -- Dtso - -_ ifY _ _ Roe V. N&G e88Ph litC._ Notm a. : Nl'S Not to 1383 Owe E.',ass. TRY _' Presese Vafter RM ---Float told Ste- Standp. - TO9 -- TOP d TLY Tqr-oe.... TOS- Tooet ,... mNTRAcr NA14E - --. = t7G€ 0 SOUTT-{CEt' TEF F}K1VYt: a _ Awee TUK\VEF A - tX}NTRACtviETIR SAME GRINN�E'pLyL `" LIRE PROTECTION SYSTEMS E�ECUTtVE.Of 1.CETs.. PrtOVI NCE R E eescwtPT1oN-UNDEPGROUNQ PLA SYSTEM DESIGN DATA CLASS tr% rl'Y DRAUt G oe Ns TT'- .m`QPPt1"..Q-iT:'<.- "" —sa. PTdtto O $GN 0.4YL AR AA APPi_4CAS1Oti a- "SO. F"t } 6-t.Lo NCES - -GPµ RV MAR 1EN. $""` - GPM_ AT __.-_-^T$T AT_ ---- •."ORAWINCs Ntk WATER SUPPtYIN ORMATtOM STA t0 PRESSURE- - t 14 (PSI � ft Ro.SIDUAL R SSJSE'_- 6 FSI.°ITiC 331E1t 0 CPM I.0*RRG. CONTRACT NO- - TSE SIDE BID 9YKEM ion\ ADT-fireplan.dwg May 15, 2003.4:43pm G:\ADT\BonMarcheDis h II LEGEND FACP MM ❑ ❑ ❑ FIRE ALARM CONTROL PANEL DUCT DETECTOR M300M—ADT MONITOR MODULES REMOTE LED 11111111 c ❑ a 0 ❑ ❑ Q Q 0 El ❑ Q ❑ ❑ G ❑ ❑ ❑ ❑ 0 0 IEACPl-ADD ADT—AIM-200 ADDRESSABLE MODULE. TO MONITOR MODULE ON SECOND LEVEL. TWO LINES TO CENTRAL STATION TELCO LINE RJ31X CONN BLOCK RJ31X CONN BLOCK RISER DIAGRAM UNIMODE 11 (EXISTING) 120 VAC li 0 ❑ 0 0 ❑ ❑ 0 a ❑ FILE ACCEP I El Without Comments As Noted In Red CJ Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city / standards. Acceotance is subject to errors and omissions whim do r aJtnonze vioistions of adopted standards and Ordllaartlataa. The espcns:o•t for the adequacy of design rests totally with tie d -n' Additions, deletions or rev';;ens to these dro42iccs after: - ' this date will void this acc=t trance and w:t r.l .nE a resubmittal of revised dr5ws2S Tor sub :bb &b =e Final acceptance is scbject to field test and inspection The Tukwila Fire Prevention Bureau. Date: 3/1 Dl ZePO By: fe f. 67r TUKWILA FIRE DEPARTMENT' Please call: 575-4407 and give this job No.C23_F-o9 and exact address for shut. down or restoration aoarova' NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector s-v,..,c{ commencement of Acceptt-Testing �Tng any Fire Alarm and Detecfien 5) Failure of test will result in $44 Re - Inspection Fee andtesting. termination of the II ii REMOTE LEDS TO HALLWAY WALL — ADJ. [0 ADDRESSABLE LOOP CABLE TO UNIMODE I it ABOVE JANITOR CLOSET. (2) FIREX DUCT DETECTORS IN CRAWL SPACE ABOVE JANITOR CLOSET. ELOW DROP CEILING. 1) FIREX DUCT DETECTOR BY HVAC. ABOVE DROP CEILING. 2nd LEVEL PLAN SCALE = NONE REPRESENTATIVE: JOHN FORD CHECKED BY: — CHECKED BY DATE — APPROVED BY: — APPROVED BY DATE — 5/15/03 NONE ADT— 1 J MAY 1 9 2003 Zz y y( SECURITY SERVICES 841 POWELL AVE_ SW SUITE 101 RENTON, WA 98055 (206) 624-3103 FAX: (206) 654-2189 FIRE ALARM SYSTEM FEDERATED LOGISTICS DISTRIBUTION CENTER 17000 SOUTHCENTER PARKWAY TUKWILA, WA 98188 o. Revision/Issue Dat REPRESENTATIVE: JOHN FORD CHECKED BY: — CHECKED BY DATE — APPROVED BY: — APPROVED BY DATE — 5/15/03 NONE ADT— 1 J MAY 1 9 2003 Zz y y( , $1381 13 81741143 53 g./e5 Target 0 Souihrenter Plaza P°Co0f0 ° t 500390,1893 v Pa 1186 d41 33 kl d 1 Kohl 3 Tukwila 0 O No dst om Rock Go ge vicinity plan ID GENERAL LEGEND HOD BOB BOJ FOS F0W EARTHQUAKE BRACING PIPE HANGER GROOVED CAP RIGID COUPLING ( UNLESS NOTED ) CAP PLUG CENTERUNE HYDRAULIC REFERENCE POINT CENTERUNE PIPE TO BOTTOM OF DECK CENTERLINE PIPE TO BOTTOM OF BEAM CENTERLINE PIPE TO BOTTOM OF JOIST FACE OF STUD FACE OF WALL FOC AFF CH RC F E/C C/c C/E GG TG TxF AIR FACE OF CONCRETE ABOVE FINISHED FLOOR CEILING HEIGHT REDUCING COUPLING OUTLET COUPLING WELDED OUTLET FIT FITTING END TO CENTER CENTER TO CENTER CENTER TO END GROOVE/GROOVE THREAD/GROOVE (ALSO GT) THREAD/ FIT (ALSO FxT) ALL -THREAD ROD ACCEPT D ❑ Without Comments As Noted in Red Per Tne Attached Letter T`ese plans have been reviewed by Tne Tukwlia Fire o eneon Bureau for corformance win, current City dads Acceptance is subject to errors and ,:s ors 1+h 0 da no au: orize violations cf adopted --cards and ord ^antes -hie resporsloi Jnr for the ,acy of des on e2 'oto' w th the does Grier d Hens deieuci"s s ons to these dno v nys after to s date wit void m _ Vsrtptance and will eau re z e>-Jbmitta or -rc,subseoLenlapproval F nal acceptance v.: s .:i'OC = nen re, and Inspect.on by Tne Tukwila FI e Pie c ' :r 5, eau Date 9-I I-1 ? CI TUKWILA FIRE I, EPARTM YT Please ca'I 206-575-4407 and C vo - 9''2 Fel mit No 17 -Jl� 2^.d E>.' "'r'. c -s It. shLt- d3wr Cd re's't- ;1 z iproval. Macy's Log's. and C perat a'ghe' ti SITE PLAN SCALE 1 = 100 11111 I 0 50 100 200 300 aDFLO150W TESTPSISTATIC INFORMATION 20 PSI FLOWING 7474 GPM SPRINKLERS — PROJECT TOTAL PROPOSED RACK REMOVAL PHASE 1 (RACK KD) 5,687 LINEAL SHELF FEET PHASE 2 (RACK KD) 4,944 LINEAL SHELF FEET TOTAL 10631 LINEAL SHELF FEET I NET GAIN 894 LINEAL SI IELF FEET PROPOSED RACK ADDITION PHASE A (RACK INSTALL I 5,365 LINEAL SHELF FEET PHASE 5(RACK INSTALL ) 6160 LINEAL SHELF FEET 1 TOTAL 11,525 LINEAL SHELF FEET I NET GAIN 894 LINEAL SI IELF FEET Reliable Model F1 Model F1 FR Intermediate Level Sprinklers Features 1 Upright and pendent installations 2 Available as either a standard response Model F1 or quick response Model F1FR 3 Temperature ratings of 135°F (57`C) 155°F (68°C) 175°F (79°C) 200'F (93°C) and 286`F (141°C) tor Models F1 and F1FR the Model F1 is also available in additional rating of 360°F (182'C) 4 r'A,, (20mm) orifice with NPT (R%) For Model F156'F 1FR56 3k" K 5 6 (80) Sprinkler Types refer to Bulletin 031 for technical specifications and approvals Listings & Approvals 1 Listed by Underwri ers Laboratories Inc (UL) 2 Listed by Underwn ers Laboratories of Canada (ULC) 3 Certified by FM Approvals 4 NYC MEA No 258 93 E UL Listing Category Sprinklers Automatic 8 Open (VNIV) Model F1 Model F1 Upnghl Ince mediate Pendent Intermediate Model F1 FR Upright Intermediate Model F1FR Pendent Intermed ate Model F1FR Quick Response Upright & Pendent Intermediate Level Sprinklers Installation Data Sprinkler Type Nominal Orifice Thread Size 8 Factor Sprinkler Identification Number (SIN) Shield Part Number Sprinkler Height Approvals US Metric Pendent 1 _ (20-ioi !FT (R"I 800 11530 R3612 88701412 23 1234 Upright (20rrn) 3 NPT (R' 1 800 11530 07052 88701410 23 1234 SCOPE OF WOR< / NARRATIVE EXISTING RACKS AND ASSOCIATED SPRINKLER PIPING AND HEADS TO BE REMOVED PER CHART ABOVE NEW RACKS TO BE SUPPLIED WITH NEW SPRINKLERS AND SUPPLY AS PER ORIGINAL INSTALLATION 2 SPRINKLER BRANCHLINES / 3" AND 4 SUPPLY MAINS NEW RACKS TO BE INSTALLED AT APPROXIMATELY SAME LOCATIONS AS REMOVED RACKING GENERAL NOTES 1) SPRINKLER DESIGN PER NFP A #13 2013 EDITION 2) ALL MATERIALS SHALL BE NEW AND U L LISTED OR F M APPROVED 3) FIRE SPRINKLER SYSTEM TO BE INSTALLED BRACED AND TESTED IN ACCORDANCE WITH NEPA #13 4) IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS 5) FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SFRINKLER SYSTEM OR ANY APPURTENANCES THEREOF 6) ALL ELECTRICAL ,PAINTING OF PIPE PURRING CUTTING OR PATCHING TO BE BY OTHERS 7) FOR NEW RACKS SPRINKLERS TO BE PROVIDED AT EACH TIER 8) CALCULATED 14 SPRINKLERS - 7 PER LEVEL FOR TOP 2 LEVELS - 30 GPM MINIMUM PER SPRINKLER 9) SPRINKLERS TO BE SPACED 8 -0 MAXIMUM HORIZONTAL DISTANCE 10) EXISTING ROOF SPRINKLERS ORIGINALLY CALCULATED 42 / 6000 S F 11) HANG LINES WITH 2 HOLE CEILING FLANGE 12 1 - 2 THREADED PIPING TO BE DY"A-THREAD / 2 - 4 GROOVED PIPING TO BE DYNA-FLOW 13 ALL NEW MAINS TO BE SEISMICALLY BRACED PER NFP A #13 STANDARDS 14 FLEXIBLE COUPLINGS TO BE PROVIDED AT TOP AND BOTTOM OF ALL DROPS TO IN -RACK SPRINKLERS PER NEPA #13 2013 15) FLOW TEST 150 PSI STATIC / 20 PSI FLOWING 7474 GPM YNAULIC CALCULATION NOTES RACK SPRINKLERS REPLACED WITH LARGE ORIFICE K=8 0 QUICK RESPONSE INTERMEDIATE TYPE SPRINKLERS 14 RACK SPRINKLERS CALCULATED AT 30 GPM MINIMUM FLOW RACK CALCULATIONS REQUIRE 103 91 PSI FLOWING 448 6 GPM AT BASE OF RISER EXISTING OVERHEAD SPRINKLERS CALCULATED FOR 30 GPM/SF OVER 2500 SF PER INSURANCE CO RECOMMENDATIONS OVERHEAD CALCULATIONS REQUIRE 40 34 PSI FLOWING 886 9 GPM THE RACK SYSTEMS AND THE OVERHEAD SYSTEMS ARE SUPPLIED BY SEPARATE UNDERGROUND LEAD-INS PRESSURES BALANCED AT 10 LOOP OVERHEAD FLOW INCREASED TO EXCEED THE 30 GPM/SF REQUIREMENT WITH A TOTAL FLOW OF 1894 4 GPM PRESSURE DEMAND IS 25 40 PSI BELOW THAT WHICH IS AVAILABLE NOTE COMMODITY HAS NOT CHANGED PIPING TO BE INSTALLED AS BEFORE UTILIZING K=8 0 QUICK RESPONSE SPRINKLERS 0 0 Qrr7 �rr7 O�� SYM DESCRIPTION SIN K -FACTOR TEMP QTY QTY QTY 0 RELIABLE MOD F1FR QUICK RESPONSE BRASS INTERMEDIATE LEVEL UPRIGHT 17/32 RA7092 8 0 165 260 252 512 A 9-18-17 REVISE PER INSURANCE REQUIREMENTS" oewriii w` s8UconeE YB1' Pala 111 Ppp t♦p,ro.1 aPNiNKLaR Sg re,aai. John J Abai 1.03 Level 3 CROWN FIRE PROTECTION INCORPORATED P 0 BOX 12113 MILL CREEK WASHINGTON 98082-0113 PH (425) 481-7669 MACY'S RACK SPRINKLER PLAN MACY'S DISTRIBUTION CENTER 17000 SOUTHCENTER PARKWAY TUKWILA, WASHINGTON DATE 07/2017 DRAWN C 0 I SCALE AS NOTED 1 OF 4 '4V ,)s nooe/ 0 2'X2 (1 la'r/k), 4-0 4-1-+ 0 0 1/ 8-r0 r 8-0 21/2 21/2 2/2 2/2 11/ 11/4 O 8 18- • 870 0 II 8 0 0 2 021/2 1 21/20 2/2 1/2 O 2 O O O O 8I0 8�0 4-0I4-0 8-0 8-0 8-0 8/0 8-0 8-0 1 1 1%2 1/4 _ J-1-1 120 I 2- 1 1 Iim 11/2 O 112 1 81C) 4-0� 41-0 1 81-0 0— 11/4 8-0 r 0 — 0- 1-- 0 — 0- 0 — 11/4 8-0 ri0 8-10 0 810 I I 0 8-0 0 8 8-0 114 112 11/2 2 2 8-0 0 8-70 0 ET- 0 0 8-10 0 8-10 8'x12 96 sf x .30=28. gpm_nnin k=8,101 12.96 psi minimpmntoolo tom= iv _1 840 21/ IL 21/20 2 0 0 14 0 11i2 0 1/4 —0 04 011 4-0 8- 0 810 8/0 8-{0 810 �I 21/2 1I 21/z 1 %z 11/2 04-0i 4-00 8-0 0 8 0 0 8-0 0 8-0 021 4- - II 2 1 2Y2 1 2 0 1 4-00 1810 11/411 8-0 0 8- RO 11/4 8-0 22 23 2 1/z 2 `�' 2 212 0 O 81-0 • ffi 0 —8- 8 0 04-0 4-0) OF SPRI�NKLER$�REMOTE AREA II gpm/21500s. _ B NCHLINE ELEVATION APPRiX 28 -6 giNT€R 2 00 sf / 96 sf/sprk= 27 sprk flc{w,ng 2 11/2 OO 0 22 8-0 23 611 21X2= MON 8 0 11/2 8 0 10 0 11/21 8-0 0 1%'4 8-0 1I4 8-t0 1/2 v 11/4 8 008 r0 y0 -DO -00 1/22' 8* -0 atrq 8 0 1V4 O 8-0 Yz 0 0 8-0 0 8-0 11 81-0 0 • - r 8-1 2121 (0 2121_ 2120 1 8 8-0 04-Oi 4-0 8/0 8-10 1 810 I I l 1/2 8 r 0 0 8-f0 21X2 212 _ 04-10 4-00118 01 8T0 —8}0 I 11 I 2 212 1 212 0 810 04-04-00 81'0 I 8-0 0 8-10 1/2 0 c) >- 11/21 its 3Q co 11/2'1 L 11/4 8-0 co CO ~ " 11/ r Th 8-10 11/4 8-10 0 1188 Nt o 3>, 8.10 "I 1 /4 810 1/4 1 0-8-0 0 NEW CU1'-IN 11 O 2 8-10 1)/2 11112 0 8- 0 0 8T0 0 870 11 1 /2 0 )81_0 I I� z 81-0 II 8-10 0 8-0 11/4 1 0-810 • 8 11%4 1 0-810 • 8 1%4 1 0— 0 8-0 8 o— 1 1� 4 o 1 8-10 8 I r' 1 11/4 870 8 L 4 0 0 112 810 4 1 % 11/2 0 0 0 810 8/0 4 0 4 0 0 0 I I 11/2 8-0 11 81-0 0 0 11/2 8-0 11 8--10 I I 11/4 114. 11/2 0— 8/0 0 8-0 0 810 '1/4 1/4 14 0Q 0 8-0 - 0 +-0 0-8-0 8 0 EX STING STANDARD RESPONSE 17/32 UPRIGHT SPRIN LER --)YFI-OE=Tfi$S-SHEET, ----- - - I 11/2 11/a 11/a 18 0 1 810 l - 810 ALL PIPIr1G THIS SHEET I5 EXISTINGG 11 114 0810 0 8-� 0 —0 ( 0 8-0 8-0 8-0 8-0 4-0 4-0 8 0 II 0 1 11/2 810 0 8-10 8j0 2Y2 121/2 04-0 14-0 0 11 021/2 21/2 0 4-0114-0 2/221/2 21/2 0 2 0 2 0 11/2 0 11/4 8-0 • 810 810 810 810 8-10 2 /2 21/2 11/12 11/4 80 0 8710 0 80 0 8j0 0 8-[0 0 8-10 21(2 0 2Y2 8-0 • 8 8 0 0 8-0 4-0 4-0 O 8-}0 8-10 8 0 11/2 0 8 �0 0 80 0 8 0 ' 2/2 21/2 _ 2 8-0 0 8 0 0 - 8-10 0 8-10 2 2 21/2 1121/2 2 0 810 0 8 0 04-0 TI4-0 8 II 21/2 21/2 0 8-0 8 0 04-0 14-0 0 2 0 2 021/212�/z O 8-10 8-10 4-014-0 8 2 0 21/2 O "v''C3 810 8-10 8j0 2/2 - 21/2 8-0 8-0 0 8-0 0 8-0 0 11 0 0 112 8-10 I I 11/2 8/0 0 14 1/4 0 0 _0 8-0 8-0 21/2 2 2 11 11/4 0 • 810 O 8- 0 0 8-10 0 8-10 0 8/0_0 11 2 0 _ 021/ 4 1/2 0 2 8j0 80 4-04-0 810 8 11/2 0 1i/2 O O 021/2 z 0 2 /2 O 810 0 80 0 8 0 2 2 4 11/2 112 2 2 21/2'21/2 2 0 0 810 0. 810 0 810 810 04-0 14-0 0 8- 2 2 21/2 1 21/2 8-10 0 8-10 04-014-0 I I 114 1 ✓4 11 112 0-810 O 8-0 0 810 0 810 0 PARTIAL EXISTING OVERHEAD SPRINKLER SYSTEM SCALE 1/8 = 1 -0 11111 I 0 4' 8' � I 16' 24' O�D 2 0 8 I I 11/2 11/4 O 870 0 8-10 —o 2/2 Q_ 1/z 1 0 8-10 0 8-0 0 8-0 0 8-0 0 8-0 _0 0 " WET PIPE ALARM VALVE ---OVERHEAD ROOF SPftNKL-Ef2S-ONEI` 11 114 810 O 810 --O 212 2 2 8-10 0 810 0 810 0 1 1 I 2 /z 21/2 2 2 11/2 11/4 810 0 8-10 0 8-10 0 8/0 0 810 810 —0 0 11/a 0 11'i4 8-0 0 11/ 2 12 8-10 04-01 -0 0 1 II 0 2 II 2 0 8-0 4-0 I4-0 111 1 1114 8-10 O 8-,70I '0 O 1 I 12 8-0 0 11% 8-0 J ROOF OVERHEAD SYSTEM REMOTE AREA NO OF SPRINKELRS DENSITY AREA WATER FLOW RATE RESIDUAL PRESSURE @ BASE OF RISER REMOTE AREA 886 9 gpm 40 34 psi KEY PLAN 9-18-17 REVISE PER INSURANCE REQUIREMENTS CROWN FIRE PROTECTION INCORPORATED P 0 Box 12113 MILL CREEK WASHINGTON 98082-0113 PH (425) 481-7669 MACY'S RACK SPRINKLER PLAN MACY'S DISTRIBUTION CENTER 17000 SOUTHCENTER PARKWAY TUKWILA, WASHINGTON DATE 07/2017 DRAWN C 0 SCALE AS NOTED 2 OF 4 -r 1 156" 1 v 0" 1 64" 12" 84" 102" ,r X 1 1 1 1 1 1 1 1 1 co N1 c i\ N 0 TOP OF 3 DROP co p co \ 0 00 k n W 1 m 1 1 1 80" 1 65" 80" 64" I 80" 1 65" 6„ 48" 64 48„ '48" 64" II I CN; co �}C, S I 4 J "IIT EW 4" CUT—IN/ "tit 3 LEVELS OF RACK SPRINKLERS FOR & 'C' RACKS I 4 LEVS OF RACK SP NKLERSI FOR 'D' RACK N" ----RACK A' & G`4 RAC S x SPRIN RS 3 LEVELS 1 RACKS x 11 IINKLERS x\� LEVE f RACK 'D' : RACK SPRJ KLERS = 44 RACK -SPRINKLERS 176 TOTAL PARTIAL RACK PLAN - WEST - PHASE I SCALE 1/8 = 1 —0 II111 1 0 4' 8' 1 16' 24' 12' 44' 12" 9„ /� 42 2 BRANCHLINE 2 BRANCHUNE IpER ARMS CQ fiY„off c/c 0-) SOLID DECK DMDER ARM10 48 c/c 0-0 SOLID DECK INTERMEDIATE LEVEI,SPRINKLERS 00 SOLID DECK AIX LEVEL SPRINK.ERS 2” BRAN SPRINKLERS 2 BRAN DER ARMS 46%c rc/c INTERMEDIATE LEVEL SPRINKLERS CD DIVIDER ARMS C) 48 c/c SOLID DECK 2 BRANCHUNE SPRINKIRS 2 BR SPRINKLERS C9 NEW 2 BRANCHUNE AUX DRAIN "----' 72" 1 .� SOLID DECK 0I8IDER ARMS 48' c/c SOLID DECK to ref c .�9 'D & 'F' RACK' SECTIONS s N NEW 2 NE AU 'A' , 'B' & 'C RACK SECTIONS SCALE 1/4 = 1'-0 80" MM 2 C) 2 00 2 CD C9 2 ALX DRAT \ 2ANCHUNE 2- • UNE INTERMEDIA SCALE 1/4 = 1 —0 11111 I 1 0 2' 4' 8' 12' VEL SPRINKLERS 11111 I 0 2' 4' 8' 3 SUPPPLY MAIN 2 BRANCHLINE 1 AUX DRAIN N \- SO RACK SPRINKLER ' 1 W/ 1x1/2 RED 90 DETAIL NO SCALE KEY PLAN 1A 9-18-17 REVISE PER INSURANCE REQUIREMENTS CROWN FIRE PROTECTION INCORPORATED P 0 BOX 12113 MILL CREEK WASHINGTON 98082-0113 PH (425) 481-7669 MACY'S RACK SPRINKLER PLAN MACY'S DISTRIBUTION CENTER 17000 SOUTHCENTER PARKWAY TUKWILA, WASHINGTON DATE 07/2017 DRAWN C 0 SCALE AS NOTED I 3 OF 4 SIM CI .1 •— • c:pctJ cv _ - ' CO ' s, 1 cip -t- --(z) 3 LEVELS OF RACK SPRINKLERS FOR 'A' & 'C' RACKS 5 RACKS x 9 SPRINKLERS x3 LEVELS = 90 RACK SPRINKLERS 102" 84" 6" (NI 111:;f1, I I H I 3 LEVELS OF RACK 1PRINKLERS FOR 'B & 'C' RACKS 6 RACKS x 9 SPRINKLERS x 3 LEVELS = 162 RACK SPRINKLERS PARTIAL RACK PLAN — EAST — PHASE II SCALE 1/8 = 1 -0 II I I I I 0 4' 8' 1 16' 24' 0, 'CY AS mic mos $°. KEY PLAN A 9-18-17 REVISE PER INSURANCE REQUIREMENTS CROWN FIRE PROTECTION- 1NCORPORA TED P0 BOX 12113 MILL CREEK WASHINGTON 98082-0113 PH (425) 481-7669 MACY'S RACK SPRINKLER PLAN MACY'S DISTRIBUTION CENTER 17000 SOUTHCENTER PARKWAY TUKWILA, WASHINGTON DATE 07/2017 DRAWN C 0 SCALE AS NOTED 4 OF 4 MACY'S LOGISTICS -SITE PLAN SCALE: I /64"= I '-0'i TIT T T T T 1 T T PHASE #1 ASE- I B INSTALL MACY'S LOGISTICS -SITE IVAP SCALE: 1/64"= 1'-0" AREA D / PHASE I CEILING FLOW TEST INFORMATION STATIC RESIDUAL FLOWING LOCATION 1 50 PSI 20 PSI 5909 GPM MODEL DATE OF TEST 10/05/2019 BY WHO CITY OF TUKWILA Hydraulic Calculation Data Symbol Design Area Number: AREA D Design Area Location: PHASE #1 Hazard/Occupancy: HIGH PILE STORAGE Design Density: RACK-14R30GPM / CEILING-20030PSI Design Area: 100 SF MAX Number of Sprinklers in Design Areo:34 SPRINKLER HEADS System Flow: 2188.54 System Pressure: 105.15 Hose Allowance (Included): 500 SAFETY MARGIN 24.14 PSI PHASE- I A INSTALL NOTE: Rrar.p. npw nine nPr NFPA 11 AREA D -PHASE #1 CASED GOODS SINGLE AND DOUBLE ROW RACKS WITH SOLID SHELVING. DESIGN CRITERIA BASED ON MACYS FIRE PROTECTION ENGINEER'S REPORT WHICH 15 BASED ON FM GLOBAL DATA SHEET 6-9 FOR HIGH PILE STORAGE Reliable Model F1 Model F1FR Intermediate Level Sprinklers Features I. Upri4nt and pendent tnstalle6un>. 2 Awelev/a as ditnct a stiodald'55160•] 14ise F I or 511151. resperse Moog] FIFR a Tom etazare ratings of 1351' (57-C). 15541 168'C) 175'F (79'Gl, 2007E (9'C) .rid 285'F 1141'51)) tor Modals 71 er d F1FN, Shu Model 71. also avallan'e in add nnnat [--5t rip of 360 F(182 -C). 4, ' /-; (20mlr,) orifice vat II' elft 91'.) 7' 115-11 715 70955 .7; 51550-s, -sss 50,5 { la ' Listings F. Approvals 1 t, 50 U040rtr,27 Lm or0.0 .Incl O 2 [42,, is, IeI,x,, nn,r' (51,.4E, SS. s C.ir.«otry. P,1 a MSS 1,1151;2 4.:0.9, gtr 110 St Listing Category .1F' d Lrto,r:ar-.ce Model F1FR Quick Response Upright h Pendent intermediate Level Sp !alders Inslallatlon nate: Sprinkler Type Paulen Nominal Orth* Thread Sire US 5elrcc xr a.ri"klar Ideneifisarkn Number(awl H3c12 Shield Pen Sprinkler Number 11,1911 Approvals 23 0 Without Comments As Noted in Red Per The Attached Letter 1-ese pians have been reviewed by The Tukwila Fire s'oention Bureau f..-r^*ormance w -t:; current City ndards. Accepo o ' 1= sub ect to errors and oss!ons which do re,: ar isor)ze v olatfons of adopted :,dards and cr.'nances. Tian reso rrs'Ci%sy for the aoiiacy of des,,nn t; i $v w1'-11 the des.ener. aItions, deip ic.s.n c- ra isiOrs to mese drawings after 1 ,s date mil void this 2,ccepca Ice and will require a ?submlttai of raAased Gra- y f?3 euo oequent arpr050i. IIIIj 'Ila! acceptance is suoject to Reid .est and Inspection by Tne Tukwila Fire Prevention Bureau. Date: I/ a—I 9 By: � l � VCrft•) rack Synak4-s s.�Tef ( i$01a 14 41(4, -,24{11t41(4, -,24{11S, -.19c, -.41,..A Sec 1l0'A1 e s th1 Vt. IN.s++1i 11s44 PwkA,tc aJ 9 o(t Oh 1ti mac sicho. paal> daM.ay�. NEW IN -RACK SPRINKLER SCALE: NTS RACK SYSTEM Hydraulically Calculated System This system as shown on , CROWN FP DWGS company print no FP -1.0 for RACK -D at 1 AREA D / PHASE#1 dated I 11/05/19 contract no N/A is designed to discharge at a rate of 115PSI30.98I GPM (Lmin) per sq ft (m2) of floor area over a maximum area of ... ., N/A - with water at the rate of sq ft (m2) when supplied 1 453.76 GPM (Umin) at 89.26 psi (bars) at the base of the riser Hose stream allowance of 500 1 GPM (Umin) is included in the above. Occupancy Classification Commodity Classification Maximum Storate Height Installed By: S-1 GROUP A PLASTICS [ 28'-0" CROWN FIRE CEILING SYSTEM Hydraulically Calculated System This system as shown on CROWN FP DWGS company print no FP -1.0 dated 11/05/19 for CEILING at AREA D PHASE#1 contract no N/A, is designed to discharge et a rate of 30PS148.71 ' GPM (Lmin) per sq ft (m2) of floor area over a maximum area of N/A sq ft (m2) when suppled with water at th 3 rate of 1234.78 GPM (Umin) at 94.27 psi (bars) at the base of the riser Hose stream allowance of 500 : GPM (Umin) is included in the above. Occupancy Classification i S-1 Commodity Classification Maximum Storate Height Installed By: GROUP A PLASTICS 28'-0" CROWN FIRE Pro Golf Dlscoun - Southc Ent, Parkway Square Shopping Center Fire Permit Nun Or 19- To 551X:,;(1-; coil 206-575-4407 REVIEWED THE FPI CONSORTIUM, INC. X No Comments/No Exceptions Token ___ Make Corrections As Noted Revise and Resubmit Rev ewed for general conformance wnh the Design Bose, Tho eemew 0 not intended 10 aulhonze any work not m accordance wnh Code. By: i pA- Date:1-1-IRon 1 q Carl Anderson, PE Digitally signed by Carl Anderson, PE Date: 2019.11.08 09:26:17 -08'00' ...or11OATt T p IIR[ PROT[CTION A. John Thomas OeMertlrq 97941061 -CG Level 3 Crown Fire Prolacttort, Inc. CRONMFP04411 evs Project Perera Bread IJ inklnr 01.5 Kohl's Tukw•il r.� Nordstrom Rack VICINITY MAP SCALE: NTS 1'...111,1. iTlvd Sprinkler Head Schedule Symbol Count Thread K—Factor Description Note 19 429 3/4" 8.0 HEADS—RELIABLE F1FR QR UPRIGHT 155' IN RACK 0 N/A 3/4" 8.0 HEADS—EXISTING SHELL SPRINKLER 429 = Total Number of Heads This Phase 2 cc 0 z 0 0 a W S 1— 2 0 0 a LL 2 H 1 2 0 0 0 cc 0 DESCRIPTION NEW DRAWING W 1- Q 0 N 0 0 0 W re O TITLE: FIRE PROTECTION -HIGH PILE STORAGE ca a_ cc8 ci W Cr) 517 W—y <Q 0 SHEET NO FP -01 of 02 2019-11-00 e A • .y, • .lo a .. • A• A o 4 •A A• A o A o A a c A o .3 • o h o • 4 o d c 4 o d• d • ,% • A• A• b• 4• A a is a a C •"• A. a• A o- d • A• A •A • .. o b 0 A o A o A A 3 9" Ce -(1 CK SYSEM WO YID a L CEILING SYSTEM Wit• • " O -4' A O a 0 c A o A o5 4• A a A o A a A• "• A• A8e e a 0 sr 0 0 0 11 1 4' 0"—/ CO 6" /-3'-6" // 3'-6"---/ RACK SYSTEM END VIEW -A END VIEW -A2 A—RACK DETAIL SCALE: 3/ 1 G©= 1'-0" Hydraulically Calculated System This system as shown on i CROWN FP DWGS company print no ; FP -1.0 dated ! 11/05/19 for RACK -D at i AREA D / PHASE#1 1 contract no ( N/A is designed to discharge at a rate of 15PSI 30.98 !GPM (Lmin) per sq ft (m2) of floor area over a maximum area of N/A sq ft (m2) when supplied with water at the rate of et 89.26 p Hose stream allowance of -453.76 j GPM (Umin) (bars) at the base of the riser 500 GPM (Umin) is included in the above. Occupancy Classification S-1 Commodity Classification E GROUP A PLASTICS z -- Maximum Storate Height !_28'-0" Installed By: CROWN FIRE CEILING SYSTEM Hydraulically Calculated System This system as shown on CROWN FP DWGS company print no FP -1.0 dated ' 11/05/19 for CEILING at I AREA D / PHASE #1 1 contract no N/A is designed to discharge at a rate of 130PSI 48.711 GPM (Lmin) per sq ft (m2) of floor area over a maximum area of N/A sq ft (m2) when supplied with water at the rate of 11234.78 1 GPM (Umin) at 94.27 ---_- - psi (bars) at the base of the riser Hose stream allowance of 500 GPM (Umin) is included in the above. Occupancy Classification I S-1 Commodity Classification GROUP A PLASTICS _Maximum Storate Height ; 28'-0" Installed By: I CROWN FIRE EXISTING —� 3" FEED MAIN NEW 2-1/2 DROP NEW 2" BRANCIILINE5 NEW I "ARM -OVER NEW I "ARM -OVER 8' 6" 6" —4'-0" // 4' 0" END VIEW -5 0 N. B—LACK DETAIL SCALE: 3/ I G"= 1 '-O" NOTE: AREA D -PHASE # I CASED GOODS SINGLE AND DOUBLE ROW RACKS WITH SOLID SHELVING. DESIGN CRITERIA BASED ON MACYS FIRE PROTECTION ENGINEER'S REPORT WhICh 15 BASED ON FM GLOBAL DATA SKEET 8-9 FOR HIGH PILE STORAGE THE FPI CONSORTIUM INC. O U 0 LL Ill H O 1 Ur W Z 0 0 00 a a a "' LOGISTICS -PILE SPRINKLER PLANS' SCALE: 1 /32"= I'-0" 0 in AREA D / PHASE # I 6'-0" Parkway Square Shopping Cerner 0 0 Project CD 0 a 74 15 Y T P P 1. T P T T 9. T T N N m D—RACK DETAIL (RACK CALCULATION) SCALE: 3/ I G"= 1'-0" 0' I �r 5) 0 19 0 15 0 N END VIEW -D D—RACK DETAIL SCALE: 3/ I G"= 1 '-0" _ Pro Golf Oixcoun • Sout.Rienter Panera Bread ra Mink ler 64d Nordstrom Rack Go gle VICINITY MAP' SCALE: NTS Sprinkler Head Schedule Symbol Count Thread K—Factor Description Note B 429 3/4" 8.0 HEADS—RELIABLE F1 FR QR UPRIGHT 155' IN RACK 0 N/A 3/4" 8.0 HEADS—EXISTING SHELL SPRINKLER 429 = Total Number of Heads This Phase FP -02 of 02 2019- I 1-06 vcri FiZTTXTITEI A4444 ..747.7"-Ttp.itk474-' MACY'S LOGISTICS-5ITE PLAN SCALE: I/4"= I T1 1 1M 1 [f1 --a 1', 5-I Lit—ILI Lill 1.--112] r r CEILING I 1 Fl PHASE #2 F-1 LJIJ LXLSLJ LILJLTE11-4 L LAIL AIL 1 • 411 412 Fl Fl Fl r1 r1 Fl Fl Fl 51 Fl r1 Fl ra ra ra ra Fl -1 411 Fl 51 rm rm Fl rd Fl _ Li . - EiT-t-_-tilitl Ks - i414 c— — .4 1 ... ' ... • ... • ... • tit • • , ... ...... • ..„1. l< • l@ : : • • • LJ LJ LJ MACY'S LOGISTIC5-5ITE MAP SCALE: I /64"= I '-0" AREA ASD / PHASE 2 AREA A AREA D RACK FLOW TEST INFORMATION STATIC RESIDUAL FLOWING LOCATION I 50 P5I 20 P5I 5909 GPM MODEL DATE OF TEST 10/05/20 I 9 BY WHO CITY OF TUKWILA Hydraulic Calculation Data Symbol Design Area Number: AREA A&D Design Area Location: PHASE #2 Hazard/Occupancy: HIGH PILE STORAGE Design Density: RACK-14030GPM / CEILING-20©30PSI Design Area: 100 SF MAX Number of Sprinklers in Design Area:34 SPRINKLER HEADS System Flow: 2171.71 System Pressure:95.27 Hose Allowance (Included): 500 SAFETY MARGIN 34.32 P51 PlIA5E-2 INSTALL NOTE: RegrabHe Model F1 Model F1FR Intermediate Level Sprinklers Features Up0gitl ate waletn inntellaltunn. 2 A:7710Na 31 411123 eterniani reepenen Mole:71er anank resnoree Model 2 IFR 3. Ten-patenate tangs et 1351F (57-24). '15510 (118'C) 175F (70001, 200 F (3.3C1 and 2110-2 1141'C) iter Moneta 71 ;it'd 51771, Model 71. 0110 0,111,104n. aCiel TOM) ming of' 3E0 1, (182-C). 4, "0 (20tra02)orince 11PT 5' tnIcdel leccs- ;50c,e, 1. 5 C, 434.4 1, T. dAn er, 6een net dn :enenc.:ass:Se:pep,- arltrIPeeie Listings & Approvals 1 24430Unnerecnee teener.nene IPS 0-1 2 I isltrs lee:errs:Sr,' I oi as :el, 2 II 3 Ceeewd F1,4 e.d..,nente -1 1'4041256510,0.0-544-12 th. Listing Category We:n:124 n -n I c-net4 leree.dp Pc -den cerd-ned Len, Feln op, 04.2d1o.:11en. 50-5. Fee,' Model Ft FR Quick Response Upright & Pendent intermediate Level Sprinklers InstallatIon Data. Ssrinkler Typo SEC Sprinkle, IdeptifissIlon Num.:SIN Slush" Part Number 508,8860 utHas. 1• .4,0,,-h,t lei 2 err_ NEW IN -RACK SPRINKLER SCALE: NTS RACK SYSTEM Hydraulically Calculated System This system as shown on CROWN FP DWGS company print no FP -1.0 i dated 11/25/19 for RACK -K at AREA A&D / PHASE#2 contract no N/A is designed to discharge at a rate of 115PSI 30.98 E GPM (Lmin) per sq ft (m2) of floor area over a maximum area of N/A sq ft (m2) when supplied with water at the rate of 461.13 GPM (L/m)n) at : 84.88 psi (bars) at the base of the riser Hose stream allowance of is included in the above. Occupancy Classification Commodity Classification 500 GPM (Umin) 5-1 EXP/EXP GRP -A PLASTICS Maximum Storate Height 28.-0" • . - Installed By: CROWN FIRE AREA A -PHASE #2 MATTRESSES MULIT-ROW RACKS WITH SOLID SHELVING. AREA D -PHASE #2 CASED GOODS SINGLE AND DOUBLE ROW RACKS WITH SOLID SHELVING. DESIGN CRITERIA BASED ON MACY'S FIRE PROTECTION ENGINEER'S REPORT WHICH 15 BASED ON FM GLOBAL DATA SHEET 6-9 FOR HIGH PILE STORAGE 251 05 CEILI \G SYSTEM REVIEWED THE FPI CONSORTIUM, INC. X No Comments/No Exceplions Taken By:a McapkAe Con-e5otioontesA172:00teld201 9 Revise and Resubmit Reviewed for general conformance weh the Design Basis, Ths review .5 ,05 tntend.d 20aufho,iee any wod, not In accordance with Coda. Carl Digitally signed by Carl Anderson, PE Anderson, PE Date: 2019.12.10 14:59:06 -0800' ACC Pr777-D 65 O Without CornmeW3 As Noted in Red o Per The Attached Letter These plans have been reviav-ei by The Tuk,&Ila Fire tire,ention Bureau fc- co-Formo,He • . currunz City TTTinddrds. AzceozotT = k-p:vi14510118 wh!ch - - ' F-.743pted cr--- .oequacy or < - Add:todE. o, • - - resubrniztrH. . - Final accearo = k - .0 o .0.0.05•Ct.00 The Turawil.a - s 1434%11 kik5.1 Gy4,115 04> Srnskte, 1‘.5444 4o rola51f 4-css. 3..-k frn,kin,3 .11ply 40 1140f... Oh ClOv.+1 00144Wst 041,C. Hydraulically Calculated System This system as si:own on company print no FP -1.0 for • CEILING CROWN FP DWGS dated 11/05/19 at 1 AREAA 81? /PHASE 42 contract no l• N/A 0 designed to discharge at a rate of 30PSI 49.811 GPM (Lmin) per sq ft (m2) of floor area over a maximum area of N/A with water at the rate of sq ft (m2) when supplied 11210.59 GPM (Umin) at , 88.85 2 psi (bars) at the base of the riser Hose stream allowance of 500 GPM (L/m(n) is included in the above. Occupancy Classification Commodity Classification EXP/EXP GRP -A PLASTICS Maximum Storate Height , Installed By: CROWN FIRE u Parkway Square Shopping Center /4.'ntli):ILM1r3S Pro Golf Discount Southcanter Fire Permit Number To schedule inspootions call 206-575-4407 FIRE PROTECTION SPRINKLER *VIRTUE* John Thomas DOM** 9794 -1001 -CG Loyal 3 Crown Fire Protection, Inc. CROWS4FP044U- •":""w"• ERNE Project Panot a Bleed 0q0 Minklar led Kahl's Tukwila C') 0 Nordstrom Rock Go gle VICINITY MAP SCALE: NTS 04 ler En‘d Sprinkler Head Schedule Symbol Count Thread K -Factor Description Note ® 344 3/4" 8.0 HEAD8-RELIABLE FIFR QR UPRIGHT 155* IN RACK 0 N/A 3/4" 8.0 HEAD9-EXISTING SHELL SPRINKLER 344 = Total Number of Heads This Phase 03 CO LO •itt (3 DESCRIPTION NEW DRAWINGS w 0 0) 07 Cs1 CD (N3 w TITLE: FIRE PROTECTION -HIGH PILE STORAGE a cosi 0 oc Lu 00 09 F- CD 0 >- §• 0 0 2 CD 1- c> 5-- StiEEJNO: FP -01 of 02 2019-11-25 v-) 1 1 I ft r 11. 11( 4" RAPc RIIER r. RACK SYSEM 10 .2 2 01 1 .Z 111 111 -2 0 -2 0 C ILING SYSTEM 17,01.1110.1 8" CEILING RISER 1-0 111 MACY'S LOGISTICS-MRE SPRINKLER PLANS SCALE: I / I 6" = I '-0" AREA ASD / PhIASE #2 0 /-4'—O" 4' 0"—/ 0 0 O 0 /-3'-6"0 3-6" FASTING 3" FEED MAIN NEW 3" DROP • NEW 2" DRANCHLINES NEW 1"ARM-OVER 8' 6" 6" 0" /A -4'—O"--/ NEW I "ARM -OVER 0 0 55 END VIEVV-A END VIEW -A2 END VIEW -8 A -RACK DETAIL 13 -RACK DETAI L 5CALE: 3/! G"= '-0" SCALE: 3/ I G"= I '-0" RACK 5Y5TEM CEILING SYSTEM Hydraulically Calculated System This system as shown on CROWN FP DWGS company print no FP -1.0 dated 11/25/19 for i RACK -K at AREA A&D / PHASE#2 ! contract no N/A is designed to discharge at a rate of 115PSI 30.98 ; GPM (Lmin) per sq ft (m2) of floor area over a maximum area of N/A sq ft (m2) when supplied with water at the rate of 461.13 1 GPM (L/min) at 84.88 psi (bars) at the base of the riser Hose stream allowance of 500 GPM (L/min) is included in the above. Occupancy Classification 6-1 Commodity Classification EXP/EXP GRP -A PLASTICS _ . Maximum Storate Height . 28'-0" Installed By: ; CROWN FIRE Hydraulically Calculated System This system as shown on CROWN FP DWGS company print no L FP -1.0 dated 11/05/19 for CEILING . _ at AREA A&D / PHASE #2 contract no N/A is designed to discharge at a rate of 30PSI 49.311 GPM (Lmin) per sq ft (m2) of floor area over a maximum area of N/A E sq 8 (m2) when supplied with water at the rate of :1210.59 GPM (L/min) at 88.85 psi (bars) at the base of the riser Hose stream allowance of 500 GPM (Limin) is included in the above. Occupancy Classification Commodity Classification Maximum Storate Height S-1 EXP/EXP GRP -A PLASTICS 28%0" Installed By: CROWN FIRE SCALE: 3/ I 6" = I '-0" 44, L'A 0 CO 55 0 0 0 / 6' 0" END VIEW -D D- RAC K D ETA I L SCALE: 3/! G"= I '-0" 11'-0" EXISTING 5'—o" 3" FEED MAIN NEW 3 DROP DIVIDER POLES NEW 2" BRANCI1LINES LOW DRAIN 5-0" / 0 0 7.0 55 Parkway Square Shopping Center Pro Golf Discount r% - Southcenter 144" END VIEW K -RACK DETAIL SCALE: 3/! 6".= 1 Project ts Logistics lOperations Panera Bread tp 4.4:nk4, Bkd Kohl's lukwila 0 0 Nordstrom Rack Go gin VICINITY MAF SCALE: NTS MinI<hr Efl(J Sprinkler Head Schedule Symbol Count " " Description Note " 344 3/4" 8.0 HEAD8—RELIABLE F1FR GB UPRIGHT 155' _ 8' 0" 1 2' // 1 2' 1 2' —0" // 1 2' —0" 1 2' o 8' 0" e o o 344 = Total Number of Heads This Phase -V -.) CV 1 1 1 , I 1 I 11 i 1 , , i , 1 i i I I I , , H 1 1 1 I 0 , , 00 -9- 7 7 7 7 7 71 7 7 7 7 7 o ,. 1 1 1 1 1 1 1 11N 1 1 " 1 i 1 1 11I c \I - 4:3) / 5' — 0" 11 / 1 0' — 0" i 1 0' ! LONGITUDINALHPLUE SPACING i I I i -0 77 7 7 7 7 77 7 7 7,! -,-) LATERALYPLUE SPACING . !I 11 0'-0"' o' -o" o a't 1 11 K -RACK DETAIL (RACK CALCULATION) SCALE: 3/ I 6" = I '-0" 44, L'A 0 CO 55 0 0 0 / 6' 0" END VIEW -D D- RAC K D ETA I L SCALE: 3/! G"= I '-0" 11'-0" EXISTING 5'—o" 3" FEED MAIN NEW 3 DROP DIVIDER POLES NEW 2" BRANCI1LINES LOW DRAIN 5-0" / 0 0 7.0 55 Parkway Square Shopping Center Pro Golf Discount r% - Southcenter 144" END VIEW K -RACK DETAIL SCALE: 3/! 6".= 1 Project ts Logistics lOperations Panera Bread tp 4.4:nk4, Bkd Kohl's lukwila 0 0 Nordstrom Rack Go gin VICINITY MAF SCALE: NTS MinI<hr Efl(J Sprinkler Head Schedule Symbol Count Thread K —Factor Description Note ® 344 3/4" 8.0 HEAD8—RELIABLE F1FR GB UPRIGHT 155' IN RACK 0 N/A 3/4" 8.0 HEADS—EXISTING SHELL SPRINKLER 344 = Total Number of Heads This Phase 0 w 0 0 w LT_ 0 0 an 0 0) CO C.0 tf) 0 0 NEW DRAWINGS w FIRE PROTECTION -HIGH PILE STC (05o ce w co co 1— a' z o w —I Pr Cr) C.) 0 FP -01 of 02 2019-1 1-25 ❑ Without Comments ❑ _ As Noted in Red Per Th Attached Letter 7,32 pl.ans have been reviewed by The Tukwila Fire_ enr'on Bureau for conformance s;sch current Cit/ v, e7 subject toc sand " J., , . � .v2 : J 1of adopted 5 2nr UiG.- .. Tns respc,,nsirrery fe,r tr;e -y c°, e rall3 tivi f gn=r• trleeC Jrai:_:nrr after 3,1C, reQ,Ire a ecce.orzr f e.d test and nsp r by Tu ; a =,•;e = x ention Bureau. t_ _ -i ; 7R. r A. RINEI-i?T Per( t (-0. ,.: vd exact' re for s'hut- .-2Dic"n or rrt.on approval. s EXISTING CROSS MAIN ELEVATION AREA 1. 1/4"=V-0" T1 -BEAM 0 ROOF -311 3/8* BEAM CLAMP FOR 4* & smaller MAIN 1/2" OR 3/8" AIR TYPICAL MAIN HANGER ® BEAMS CONCRETE ANCHOR 'ALL THREAD ROD Q -PIPE RING DRILLED CONC. ANCHOR HANGER TOLCO 825 CLAMP AFCON FIG. 079 SWAY BRACE ATTACHMENT LONGITUDINAL SWAY BRACE TOLCO 825 CLAMP AFCON FIG. 079 SWAY ---- BRACE ATTACHMENT LATERAL ( TRANSVERSE) BRACE AFCON 085 BRACE ADAPTER - ^� BAR JOIST SWAY BRACE ATTACHMENT TOLCO SWAY BRACE ATTACHMENT? PIPE = 1" THRU 2" PER NFPA 113 AFCON 085 BAR JOIST ATTACHMENT STARTERS. TRIM TO FIT. RE -CONNECT 1 EXISTING BRANCH PIPE TYPICAL 13'-3f V-9" -Q" 4 `1 0-6 IN 6 2 0 2� 11'-5" 13'-3" RELOCATED 8". MOVED 3'-0" WEST EXISTING 8" REMAINS A3 > 1 -0 4-7 N� I --1 -1 o NI I �O d' cbN`b N N INSERTS, " ATR RING HANGER INSERTS, i" ATR RING HANGER NEW MAIN SAME ELEVATION AS EXISTING BRANCH PIPING (13'-3"ABOVE FLOOR) NEW CROSS MAIN ELEVATION AREA 1. 1/4"=V-0" EXISTING 6" REMAINS -D r- + EXISTING BRANCH PIPE REMAINS TYPICAL RE -USE EXISTING 8" VIC TEE AND ! TWO 8X6 GROOVED REDUCERS (0-5" E TO E) POINT OF CONNECTION WITH NEW RAISED MAIN GENERAL NOTES: THIS PROJECT IS RELOCATE OF FIRE MAINS FOR NEW NARROW CONVEYOR SYSTEM INSTALL ALL EXISTING BRANCH PIPE AND SPRINKLERS REMAIN. NO NEW SPRINKLERS REQUIRED ALL WORK SHALL COMPLY TO NFPA 13 AND THE LOCAL AUTHORITY REMOVE EXISTING MAINS WHERE SHOWN. INSATLL NEW MAINS WHERE SHOWN TENANT MAIN RE—LOCATE SPRINKLER PLAN SCALE: 1/4" = 1'-0" 11111 I 0 2' 4' 8' 12' EXISTING MAIN AND RISER TO B.L. TO BE REMOVED EXISTING BRANCH PIPE TO REMAIN LEVEL 2 -CONCRETE FLOOR ON METAL PAN DECK -METAL BAR JOIST ® 2`-8" 0/C TYPICAL ,/ Z NZ EXISTING BRANCH PIPE TO REMAIN CD 0 cD I NEW CROSS MAIN LOCATION MAIN FLOOR - NEW NARROW CONVEYOR TYPICAL SECTION OF WORK SCOPE. 1/4"=1'-0" John J. Abel 9766A691 -CG Level 3 Gown FW Protadbn. Inc. CROWNFYW4LL Mian "v"te." ‘lo CROWN FIRE PROTECTION INCORPORATED P.O. BOX 12113 MILL CREEK, WASHINGTON 98082-0113 PH. (425) 481-7669 FIRE MAIN RELOCATE PLAN MACY'S WAREHOUSE UPDATE 17000 SOUTHCENTER PARKWAY TUKWILLA, WA 98188 DATE:03/01/2018 DRAWN: N.A. SCALE SHOWN 1 OF 2 b 312 b 3' W b S E 7.1 RISER #3 i EXISTING CROSS MAIN ELEVATION AREA 2. 1/4"=V-0" N b (O 1 N 6 N b N N b (9 1) -5- I 0-10 (020 iN r I N� NEW MAIN RAISED TO EXISTING BRANCH LINES ELEVATION 2'-4" ! 2'-4" 13'-0" ABOVE FLOOR FROM 11-0" PEMOVE AND CUT-BACK EXISTING BRANCH LINE STARTERS. TRIM TO FIT. RE -CONNECT EXISTING BRANCH PIPE TYPICAL ABOVE FLOOR 1" AUX. DRAIN VALVE i i r EXIST 6" FLANGE NEW 6" VIC FLANGE, 6" GROOVED 90 EL 2'-4"i WATER CURTAIN " AUX. DRAIN VALVE 3,] 9 4 NI NI 1-0 B2 6 N K7 N o B5 N o N N N w 12-0 N a N 8-2 3-10 N Li) 5-0 NI N o M 7-0^ 2-6 N ,) N 17) 5-5 S i INSERTS, " ATR RING HANGER EXISTING BRANCH PIPE REMAINS TYPICAL ! NEW MAIN SAME ELEVATION AS EXISTING BRANCH PIPING (13'-0"ABOVE FL 11 1/2" RISER #3 REMAINS NEW CROSS MAIN ELEVATION AREA 2. 1/4"-----V-0" b 2- 22 DEGREE 6" EL'S. ROLL DOWN i� i°� + r + 1 NEW MAIN RAISED TO EXISTING BRANCH LINES ELEVATION 13'-0" ABOVE FLOOR FROM 11'-0" ABOVE FLOOR N b b EXISTING MAIN AND LINES REMAIN 312 TENANT MAIN RE -LOCATE SPRINKLER PLAN SCALE: 1/4" = 1'-0" 11111 I 0 2' 4' 8' 12' T GENERAL NOTES: THIS PROJECT IS RELOCATE OF FIRE MAINS FOR NEW NARROW CONVEYOR SYSTEM INSTALL ALL EXISTING BRANCH PIPE AND SPRINKLERS REMAIN. NO NEW SPRINKLERS REQUIRED ALL WORK SHALL COMPLY TO NFPA 13 AND THE LOCAL AUTHORITY REMOVE EXISTING MAINS WHERE SHOWN. INSATLL NEW MAINS WHERE SHOWN CROWN FIRE PROTECTION INCORPORATED P.O. BOX 12113 MILL CREEK, WASHINGTON 98082-0113 PH. (425) 481-7669 FIRE MAIN RELOCATE PLAN MACY'S WAREHOUSE UPDATE 17000 SOUTHCENTER PARKWAY TU K WI LLA, WA 98188 DATE:03/01/2018 DRAWN: N.A. SCALE: SHOWN 2 OF 2 ,f774"e-r-1 AL1 vALve_ RETARD 4 ' (P.5.4Y• VALVE zr 1 DETAIL- LOOKNG NIG, EAST A La.: F Ntr-leAo L5 Dr-JOTa.5ZhlO v CitZUVLOK SocX.-IT FITTWEN DENOTE, wELO -0 - LeT I, Au_ Pit -J&3 -To e,F.- Thlirsl-WALL_ SCHEO. 10, STEE-L, al.v.cePT RISER. NIPPLES ArtO TARTE..Pa. PIECE5, ‘vHicH VILL.ft)E scH.E.O. 40. 9 7 0 J buILT- UP biTUriu-tOOS 6:5Y 12-d 24-0 D2-0" Cei-0" 12-0 44- e.:•0" , 4:-04 111-0* rx-o• a -0" wA-cerr, Iat Above L laves IFS rT:ri,7; 9 11 A' 0 / erre, -z F +41.111..a.r1 Se.. -kr -V5 '24-0" F r_xiSTING AtARrn - TO eta peLoc,...TeZ) - n -Suft5- EuRL1,45 AT '72-0 0.C. -5Ii'fr,x la/n.7 FLi14LN5 P.-0" x „- 5 -r SL,A55 ON GRADE no.if,LE orr-c - 14(3 /suit/ - 5frflaII,LFrr2.5 1 DO I LID NCI 5EcTIon4— LOOKtNGTNoRTF -5-r-Acm-T--5714„" = n ALARZ ilyCLL - Tp R.eLocArro ROOF PiF:N(a FL_Arq_ 0 ',ro G = 110,611,14. = VW= = =MEW FLOW Ta5T 140 Pe.siouAL— cb0 o,p r1 -2:700 REMOTE AREA. CALc-0. 10 A 0E/-4-5rTY OF •i4/000 5Q. Fr ft , 3 \AgWITHOUT C3M4,1ENTS. AS `40TED 174 RED 0 PER THE ATTACHE.° LETTER The drawings affixed hereto have been re -/ ai i accepted by the 00/ 01 ,,:t. 41 s, deletions o r..LLI;-,,ILP ..3 those eiravrie.gs after this data stet) -I tins asiceptanee and will . require r -submittal of ret! 43 drawings., Final an .r.ata.nce in, sib' to field- insdec7i. i aj a representative of this depeiter. d - DATE:2_ CITY OF TUKWILA 575.4407 F.0.- - tz-r-alr-t, AT •31-EZe-er' Waft,. \M_12.1rY LOCATION C4 Pew.- ATOM ALACII-N crror TUKWILA-A Artio et 4. i fP0rreCT10e1 coe45LILTA4.41.,. (f) r\lnknfl era_ t— tin Au szo teer0.- fi—E.Y.15 1,N -7317T-77,---35) (UKWILA FIRE DEPARTMENT 11 please call: 575-4407 and give this job 0 nd .4-14:7 address for shut - own a restoration approval. Our reetreo thasc plans ia seInly to Inc vo;eceonq , eure1 ei!L ',St",,,t7 anr!,a surcat to concurr :far 'q:41 A COr31— , r1.7 Intenafa t _al, abroncq, or circumvent any separcre e ornkn may be required by Federal, St t Of bionicrpal audas, ordlnances fegulations ta& M PRI CTION C11NS1JLTANT3 service of 4 MAR 4 & blataTrINV-1, fly Washin,;lon Reviewar :ad subiact to corm; dts ;a eeverieg HANGER LEGEND FITTING LEGEND A I "U"- HOOK tO i COACH SCREW ROD C D !UNIVERSAL BEAM CLAMP E EYE HOD t _ G I CEILING FLANGE H SIDE BEAM BRACKET J K SHORT CLIP . L - ROD BRUNING 44-232 M MACHINE THREADED ROD 1 N P POWDER DRIVEN STUD R EXPANSION BOLT P PIPE - 0 - LET SN SHAPED NIPPLE SYM MANUFACTURER SPRINKLERS USED TYPE MODEL -7,-farV OPIfief SIZE OOIEAD OLE TEMP OTY NO DATE BY REVISIONS APPROVALS REQUIRED GENERAL NOTE. 0 Geri F150 s-r0.ex,re, - T U IV 2 WAY EARTHQUAKE BRACE 'C'4, 'HIS SHE COMMENTS CrilN In localities subject M ProTec-nori crres...rfs, to freezing condi- tions it is the owner's responsibility to pro- vide hest throughout areas protected by a wet pipe sprinkler system a nd in enclo- sures for dry pipe, deluge and other types of sprinkler valves controlling supplies It, ier systems t 4,1...1411••••,..,.....*5 a•P,,a= CONTRACT WITH crx-"TaucTtont Po. trp roYAtuir , Iv. 1 CONTACT AL - PHONE NO. 645 -95 JOB SITE SUPERVISOR kit L ROILIECTX01q fir:o31- 1004 AVE. O., WASH/NS-FON , O.00• - Kra- 4' ------- .1013 SITE PHONE QUALITY CONTROL BY AFPROVEO FOR FABRICATION BY PROJECT TITLE /70° -5/C 79/C-(7 THE SON MARCH 1,15TrzleiUTION WAR.HCI(15C ADDITION' SOuTticEr..ITER PAP.KWAY TUK-Wi LL. A , I r.W...TONI 7! xr7x i. -#01 DESIGNER DATE 0,14Y14.Q SHEET F Ea 9 1991 .105 NUMBER - 17 N LLor3Ditt6 Do -J-- N Tf, f Au PIED {C] WITHOUT COMMENTS. ❑ AS N3TED IN RED 0 PER THE ATTACHED LETTER The drawings affixed hereto have been reeie,ved and accepted by the City of Tukwila Fire Dept. Additions, deletions or re2islons to thcsa drawings after this Icto lel a the aat:In and will cquire aresaarr,ital of revised drawings. Fin tl ccecatance ie. subject to field - ins,, ec i;rt dy a representative of this dep. , eiK DATE: 20/61/2.Y: 6512 CITY OF TUKWILA • 55.4407 F E TUKWILA FIRE DEPARTMENT Please cat: 575-4407 and give this job No- t/ " - 0 e-0 and exact address for shut- down or restoration approval. ........ HANGER LEGEND FITTING LEGEND SPRINKLERS USED REVISIONS APPROVALS REQUIRED A "U"- HOOK M MACHINE THREADED ROD P PIPE - O - LET SYM MANUFACTURER TYPE MODEL TEMP OP/ NO DATE BY COMMENTS B C D COACH SCREW ROD N SN SHAPED NIPPLE P POWDER DRIVEN STUD UNIVERSAL BEAM CLAMP R EXPANSION BOLT E EYE ROD T F U G CEILING FLANGE V H SIDE BEAM BRACKET W K SHORT CLIP "L"- ROD X Y z 2 WAY EARTHQUAKE BRACE TOTAL THIS SHEET GENERAL NOTE: In localities subject to freezing condi- tions it is the owner's responsibility to pro- vide heat throughout areas protected by a wet pipe sprinkler system and in endo sures for dry pipe, deluge and other types of sprinkler valves controlling water supplies to sprinkler systems. CONTRACT WITH CONTACT PHONE NO. JOB SITE SUPERVISOR BASIC FIRE PROTECT 0- , INC. JOB SITE PHONE QUALITY CONTROL BY PROJECT TITLE !3 0 V 17 )O \/'J LI A'2 41 n G-rsZ. ee-N)ZIcl4-/ JK VJ;Lfr. rf • APPROVED FOR FABR.CATION BY DuSIGNER DATE / 77-9/ SHEET OF JOB NUMBER iT BRUNING 4a-232