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Home My WebLink AboutPermit M94-0012 - BRADLEY EB`ti4uC r ese. i3)4LENI rY)GILI--oc)ia Ci a Mkwi& Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: M94 -0012 Type: B -MECH Category: NRES Address: 3314 S 116 ST Location: Parcel #: 102304 -9011 Contractor License No: PACAII *15482 TENANT E.B. BRADLEY 3314 S 116 ST, TUKWILA, WA 98168 OWNER KEMPER REAL ESTATE Phone: 206 241 -1103 12720 GATEWAY DR STE 107, TUKWILA, WA 98168 CONTRACTOR PAC -AIRE, INC. Phone: 206 623 -4004 10421 BURNHAM AVENUE NW, GIG HARBOR, WA 98335 CONTACT ROBERT MULLEN Phone: 206 623 -4004 10421 BURNHAM AVENUE N.W., GIG HARBOR, WA 98335 ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: INSTALL,FOUR HVAC UNITS, FOUR UNIT.HEATERS, AND EXHAUST FANS. Valuation:. . 33,880.00 Total Permit Fee: 125.63 ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** UMC Edition: 1991 MECHANICAL PERMIT Pciid Permit Center Authorized Signature Date (206) 431 -3670 Status: ISSUED Issued: 01/28/1994 Expires: 07/27/1994 Suite: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or e performance of work. I am authorized to sign for and obtain this bu d ng •er , t Signature: Print Name: QI_�cf t Date: Title: _ / / i- This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, . or if the work is suspended or abandoned for a period of 180 days from the last inspection. AMOUNT OWING: f1 lo��.�(,� CONTACTED q "1 , L DATE NOTIFIED —a.6- BY: (init.) BY: (init,) 5 2nd NOTIFICATION 3RD NOTIFICATION BY: ( init. ) PLAN CHECK NUMBER 1c1 L-1- 001 c4 x CITY OF TUKW 1 Department of Community Development — Permit Center 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Mechanical Permit Application Tracking PROJECT NAME 6. Oram_Qj 3314 S Illy � SITE ADDRESS SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not . applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. DEPARTMENT BUILDING - initial review O FIRE O PLANNING O OTHER BUILDING - final review BUILDING OFFICIAL DATE IN. REVIEW COMPLETED DAT E:`: AP PROVED t -Z7Mq ROUTED INIT: INIT: INIT: -,2,7..414/ INIT: QUIREMENTS ['COMMENT CONSULTANT: Date Sent - FIRE PROTECTION: • Sprinklers U Detectors • N/A FIRE DEPT. LETTER DATED: ZONING: UMC EDITION (year): I ■ Date Approved - INSPECTOR: 1 BAR/LAND USE CONDITIONS? O Yes SCREENING REQUIRED? 0 Yes 0 No REFERENCE FILE NOS.: 01/07/93 SITE ADDRESS SUITE # 530.1 S. 116TH LOT #1 VALUE OF CONSTRUCT ON - 33880.00 PROJECT NAME/TENANT E.B. BRADLEY ASSESSOR ACCOUNT # I�c� � --9 ()1 TYPE OF WORK: x0 New /Addition 0 Modifications 0 Repair 0 Other: DESCRIBE WORK TO BE DONE: COMPLETE HVAC SYSTEM ;:. � :: ,<::.:.NUMBER.tOFJNtT .. E : :. ::` >:.:::: > °< > >:«< >:: F�ATtNC�tS t~' : TYP IZ ... ...:. .... :::< : GAS /ELECTRICS 4 TON ONE " 5 TON ONE " 6 TON ONF " 3 TON nN P. UNIT HEATERS 400 • ► BUILDING USE (office, warehouse, etc.) 200 THREE OFFICE /WAREHOUSE NATURE OF BUSINESS: SALES WILL THERE BE A CHANGE IN USE? No 0 Yes IF YES, EXPLAIN: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? IF YES, EXPLAINS No () Yes PROPERTY OWNER E. B. BRADLEY PHONE ADDRESS S. 116TH SP #1 TUKWILA ZIP 98168 CONTRACTOR PAC —AIRE, INC. PHONE 623 - 4004 ADDRESS 10421 BURNHAM AVE NW (T( HARBOR ZIP 98335 WA. ST. CONTRACTOR'S LICENSE # PACAII *154B2 EXP. DATE LLa4 : ;:DESCRIPTION AMOUNT : RCPT # .::DATE BASIC:PERMIT:FEE.: $15.00 _:. : :::::;::::.:::;:.:::::.::: > :V:: UNIT(Si'` FES . PLAN CHECK FEE ._ .. ::: >:;::::;;'. M OTHER: ;:::. >T ..... CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 -P Rc_ q D l C PLAN CHECK • NUMBER \or)qi-i-a)); APPLICATION MUST BE FILLED OUT COMPLETELY BUILDING OWNER OR AUTHORIZED AGENT CONTACT PERSON PRINT NAM SAME ROBERT L. MULLEN MECHAN. SAL PERMIT APPLICATION Mechanical Fee Worksheet must also be filled out and attached to this application. FEES (for staff use only) I .HEREBY CERTIFY THAT I HAVE READ AND CORRECT . AND f AM'AUTHORI SIGNATURE EXAMINED: THIS: APPLICATION :AND : KNO V O AP,I' Y. ,�,.," • r et e iW ra PHONE 623 -4004 ADDRESS 10421 BURNHAM AVE NW GIG HARBOR CITY/ZIP 98335 PHONE APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Application and plans must be complete in order to be accepted for plan review. BUILDING OWNER/AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. VALUATION OF CONSTRUCTION The valuation is for the work covered by this permit and must be filled in by the applicant. This figure is used for budget reporting purposes only and not to calculate your fees. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Mechanical Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development at 431 -3670. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES 06/07/63 ••• ... ' • . • ' • .-.: . • .;.4,,i., I TRATIO N ...i.v.....,.... -...,,...•, . • ,. ....., ... , ,..., . • •A.,14,..4.4, .,.. . ;7... . . ..Ty ,, - .• .1 ' 1 " ' i - -..t.. ,.,.... PIRATION D ATE . •:A. r.:: . -.. A. ::.1-e• • ••• .' ' •,,?.;:;.,•• ..„ • ri, .. , .,.,. ..,..:; .:..,.. , SIGNATURE ISSUED BY DEPARTMENT OF LABOR AND INDUSTRIES • REGISTERED:A& PROVIDED BYTAW AS • Project: , , fi.aa Type of Inspection " A ' *,11- - v �E Address: 2 • 1 (k ' Date Called: Special Instructions: Date Wanted: 3 /N 19 L i am:17; Requester. Plane No.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector: INSPECTION RECORD Retain a copy with permit ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Reoept No.: Date: PERIE N6/0. / 206 3670 ❑ Corrections required prior to approval. Date: 3 tf yhq 0012- - - r L: fJ &o r( 1; (, o an: • /n'l ecA, Address: _3(L/ 5 . l /6 � J1. Da calved: 3 / , � / - � Special Instructions: Date Wanted: /q c.7 am. .m. I uester: , C ` Phone No.: bd-- 3 - INSPECTION RECORD �• f Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 K Approved per applicable codes. COMMENTS: ' ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaN to schedule reinspection. ' Ode: i COMMENTS: o n s il■II■ ) fierNvt 0%Z.-- I 1, CLW Wig is■C' A 2-61A 1.0 Y V c•m7S. A , . SIM I 4 ' l . • - "tThrLS . CZ : • h u * 3 srem I $ MI SS,-1 )4 4 ....k■ v■A 3 elt-- 1 , /1.-- a i - A ii.J IS t di 0 in. c - - r - - * • 0 A r4 9 A N 1 12-.0 ,-.-- 1 1.4 Pr t (2....FTIA.(1-14 . 9 -r-ts --n4 (-))-...1 .Si 'T%e" A P OfiLov■LisP _0 XIN-1....1 I r.4.3 rci 0.— 1.-c—ATtio ■,..\ S • . s . , ... r:z o n s : 0 L.. • • in ress:5 11(cIl- Sr , 1 1■71' : . 5 - 2 -- Special Instructions: Date Wanted: • 2 - ci . . Requester: . Phone Na: INSPECTION RECORD C Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspector: • 0 Approved per applicable codes. KCorrections required prior to approval. 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, to must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I ReceOt Date: IMq 0012- PERE Ny (206) 431-3670 *+***+**++*+*****+***+*********+******+*********A**++*+*k**+**+* CITY OF TUKWILA, WA TRANSMIT ***++***+k***********Ir+++A*****+**A*4+******+*A***+*+***+**+**+* TRANSMIT Number: 94000115 Amount: . 125.63 01/28/94 14:15 Permit N/ N94 0012 T 8 N�CH MECHANICAL Q o. _ Type: - o Parcel No: 102304-9011 -'� Site Address: 3314 S 118 ST Payment Method: CHECK Notation: PAC-AIRE, INC. %nit: QLD +***�� * *+*+***+**+** �* � ** a��***�++�*+**�**�+**�* **+*****+*A*+*** •ccount Code Description. 000y345.830 PLAN CHECK ~ NONKEG • 000/322.100 MECHAN%C4L^-NONRE8 Total (This Payment): Total All Paymentq: Balance: ' ' .00 :Paid 100.50 12O%63 GENERA 25.j3 GENERA 100"5U TOTAL 125"63 CHECK 125°63 CHANGE 4.00. B590A000 1545 Address: 3314 S 116 ST Suite:. Tenant: E.B. BRADLEY Type: B -MECH Parcel #: 102304 -9.011 CITY OF TUKWILA Permit No: M94 -0012 Status: ISSUED Applied: 01/21/1994 Issued: 01/28/1994 k***** 1 * *•k** * *** ** **** * *** * * ** ** * * ****•k* k *•k ***•k* ** k k* *:k k** k *** **•k *** ** Permit Conditions: es wi i l • be mad ' ` "- g ,�.� i �t'c��,�:t`n'ee `'rp�,l�� t� t 1 • .No' changes tect and the rl;�e's...,,a p p ro v e d b y the Arc ` T y .ui.w;sla w "Bu�i lding °s'i` 2. • Plumbing permit s.h.ail�l�'•be .ob,tained 7r:ugh th'e. :-S. -Ki ng County Department ;` Pup 1 c 'Hal e thz: umb > i ng wi.l;l4 e ' inspected by 'hi,a�t a,ge;ncy ? , t. "l u'd�i•.nall • gas.,j 1,p ing`..; (2.96 -4722) "' .- x e � u a; . � F � a ': yr' *`fit,) g N 3. Electrical A.perm:i t s'he,l l be z; ob'ta`ined through ' th e ` , -.Wash i n gi r;,± in 'State Div;is1on o t o ■L Iin. s,tries anl o ,. w 6 r k wit1 ;4•/be=i'Inspected. by that.'ag,' cy ( 248 -6630) .t4 ;+ ,, ';: 4. All pelts, inspection r p 'r s, and ° . plans wshal 1•\b' mainta`l� ck , ed'a 5 vai labile at� the' ';j site'" prior to the skarrt-;' ''of 1 any of ltstr action ` These docuient.s are to be maint'ain`ed .v availa'b� le!- gun't'il,g�final �I specti`. "� "a'pp.roval is granted 5. Rea 4 acce s it e access- 4�.o i t. oof mounted equipment ; i s At r eq lit e d .' :v r ` •'"•,s...,. 4 > !�( ra ,. . 6 All/ bnstructi.on tt .�be" - -d.6 tin. ani• o � , rmance..�r �i th approved ` ` r pla,,1 and r�requ'i•r ement�s of e U { n` lforlm Ft; i ld� Code (�1991 Ed i; .il,ilonf). �,aS, amen.de , rby t'he. We h i ng i at• Building Codd , Un1f 'rm Mechanical ' Cosie., 1,(1991', Edi Washington State E n C o.n n. (1 }9 91 S'e c o fi q d�iit�t n, )"o � ) { `. ~ p 7 . • Val t t of "'"1f•'FI iissuan 'eyy 4 or app ov'e'r"' f pla q 4a c1f14ations and comput'atioq,s's a.a- 11-w -rapt be 'con strU to, be,,,a'(permit for, or an jappr v-4,1 of, a ny, v of a + of the pro � old visions of. this od • `of�`a y of ier ordin` -e , the." urisdiction. t er x i tve � � i 'r;e l jn i g to ai, a� rthot X or v i at or cancel iyh p' ov i i • ns .t f *n th.i s code . shall . da l ida it 0�'� u u ` 1 Date: To lit)s•dir 12S 1 tv-ruz. uRP V.r417Lt- \?■1 14 .. c liSVDS • RIOHRD HUDSON & ASSOCIATES, iNC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 , SEATTLE, WASHINGTON 98122 206-324-6160 FAX 206-324-6248 E-Z). re)p n TtiLs___Pg n LE-c .J J frC a. IN_Forzli , s - rowd FipP,...scNz.N.a.rzt_f....____To___Aq-P iQ 6 TR FC.)_12— g-NC-LVS1at4 Lkk E.' Ei144/J 'A • - MazE_Foke, ThE., ■isi c s CC : 1. File PERMIT CENTER Signed: 61k0cL 1 ?. 6 Memorandum RECEIVED. CITY OF TUKWILA Re: JAN 2i 19r EXPIRES 5/1 2/ le M1 �• ,� 1 Qi= \ # I of {Ag� Ti i X2 � I , i i 1 �1 � k1PN T16 ST -10372 FR RRARI FY TOP CHORD (3) 4X2 MSR -SPF BOT CHORD (3) 4X2 MSR -SPF WEBS 4X2 FIR -LARCH :W1-(4)4X2 FIR -LARCH #2 MC -15 :W3-(2)4X2 FIR -LARCH #2 MC -15 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOTTOM CHORD MUST BE BRACED AT A MAXIMUM ON CENTER SPACING OF 20 -0 -0. BRACING DESIGN BY TRUSS MANUFACTURER. SPECIAL LOADING / CON T LOADS TC ID: i 0419 30PLU END T BC 1 20.0 20.0 51.60 (B) HS1016 4 -0 -0 1 2X6 2X6 2X HS820 HS812 10X10 6X4_ - 6X4 2X6 HS1028 HS816 R- 8299# W- 3.00" PLT. TYP.- ALPINE SEON -- 11491 2400F -2.OE 2400F -2.OE #2 MC -15. EXCEPT AS SHOWN ::W2-(3)4X2 FIR -LARCH #2 MC -15 : :W4 -4X2 MSR -F. LAR 2100F -1.BE 10X14 ALPINE EIIGIVEEPEO PPOVUCTS. Dr * *IMPORTANT ** smut. IlaT BE PESPO!SITTLE FOP attf n MP DEVIATIOON THIS 0E5101 Oa THESE SPECIFICATIOIIS. OP arse FA MUSS TO BUILD InE USS Its COTFOPMAFICE NM. OSTAO Of IPI ALPI14 cTTrfctoiS APE MADE OF 2VGA GALV. STEEL MEEUMIMG ASCM 1446 00 A EICEPT AS NOTFO. APPLE COIFIFCTOPS 10 Etat FACE Of ITAISS At:O IPILECS OUE11111SF- LOCAIEO 101 TorS OFStr.IL POSTlir01 cm CIOIC PEP ° AMIMIGS 130. 15 S Ir.oA -r TIEti(r.1 STAt� Cot/loom w /APPLICARIF rnoviolons. too tOtt C FP1 AU FrlCII(FP'S SILL ON THIS OOANIUG APPLIES TO Tar pp*'C,lMtli IFPInt0 III C11-1. L T O SPA UOT CE rICLICP 100111 DI MI 011(0 ... • - -ia - tP1155 PLATE IIISTIIUIE. ItOS - ULTI71tl CESir!I THIS TRUSS HAS BEEN- DESIGNED FOR NG LOAD WITH THE EXCEPTION .OF=A - DROPP D..C&I ICQNDITION‘SUPPORTED BY - SUB- PURLINS q - el . ff r fi **"4' - ' t..) \'''''''''" .■•■■■■■■..-litrIA ...4; 7 ' ' FOB L " ' • ------ .. 1 .. n J� a = � •. E 7 ' SEE / Go c.A. `F 4 1... 6 2X6 $7Y> O' HS812 3 I h� - Y �ISSQ16 2X6 2X6 HS820 2k6 (B) 10X10 6X4 10X10 52 -5 -8 OVER 2 SUPPORTS MUSSES 1rSES PEJUIPE EA1PE"c CAPE WARNING nt IttaTtI•r., EPECTIOa ma BOACltG. SEE 1110 -91 Of 1P1 SEE 1.15 CESIGI ran LCDITIGUL SPECIAL PEPr(1fN sT 1 TACTr4 PE 1SIPEPEtttS. LTtESS oir(r'WISE IIytCAIED. 1N t1 C SfALI. IF LAIEatttf BaACIP Alit, mortn L1 Al tltr(tl PI INIP1 S144T.1!Y_ PI1I1M ULrC1 F1111 0/1 1 110/5 F LT 115140 0IG IP ri it ltr, - Al Pits iru.sltA1 (roan' irntr11; roll r•Irrot. ()OFFAL( AM% 1111 lFA Itr a LIP( TA T.oS 0LS1L11 TO 1tr tIL:S LM LIEttI ICIII114E10n ClrICLTICI NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. ,j,�` (B) 4X5.125 "X 9 - 3/8" F.L. #2 MC -15 BLOCK BOTTOM CHORD MUST BE BRACED AT A MAXIMUM ON - f—E PAI,y64A C11 01\ OF 20 - - BRACING DESIGN BY TRUSS MANUFACTURER. NOTE: ALL MULTIPLE CHORD AND WEB MEMBERS MUST BE GLUED TO DEVELOP FULL STRENGTH PROPERTIES OF THE LUMBER SPECIFIED. FINGER JOINTS AT ANY LOCATION ON THIS TRUSS SHALL DEVELOP FULL STRENGTH PROPERTIES OF THE LUM 5 ECIFIED. NO CEIL 10X14 HS816 L.T 11/ifi4 HS1028 TC LL C OL G OL R fOT.LO. OUR.FAC. SPACING REV 15.5.7 4 -0 -0 1 rJ R1t8299# W- 3.00" DESIGN CRIT:TPI -PCT 25.0 PSF 12.5 PsF 2.0 PSF 39.5 PSF 1. 15 96.0" ORWG 93288002 SCALE = 0.1250 REF R204 -69977 DATE 10/19/93 CA -ENG JPJ/ 0/A LEN. 52 -5 -8 DEPTH 48.0" TYPE SY42 JOB: T16 ST -10372 EB BRADLEY TOP CHORD BOT CHORD WEBS :111- (4) 4X2 : W3- (2) 4X2 PLT. TYP. - ALPINE., 1"Y�RG (3) 4X2 MSR -SPF (3) 4X2 MSR -SPF 4X2 FIR -LARCH FIR -LARCH 12 MC -15 ::W2-(3)4X2 FIR -LARCH 12 MC -15 FIR -LARCH 12 MC -15 ::W4 -4X2 MSR -F. LAR 2100F -1.8E 4-0-0•r SNv NOV 1 G 1993 FOR FABRICATION 2X6 2X6 2X6 2X6 10X10 HS1016 HS820 HS812 10X10 6X4 6X4 2X6 2X6 HS1028 HS816 10X14 Pd /N7 W J7 c'NP R -82991 W= 3.00" SEON -- 15182 2400F -2.0E 2400F -2.OE 12 MC -15. EXCEPT AS SHOWN THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 10X10 52 5 8 OVER 2 SUPPORTS Standard Structures Inc. P.O. Box K, Santa Rosa, CA 95402 707/544 -2982 HSB12 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR NOTE: CAMBER= 1 'i " :RADIUS= '3000 NOTE: MAXIMUM LL DEFLECTION= 1. `I " = L/142/ MAXIMUM DL DEFLECTION= 0 46 , ' = L172_ 2X6 26 G) t/ Pif VW /117,147 /117,147 TO Ti 1L DF 1.1C ^ g TniS 1016 W .v\\ � . I \:I M_ Y. �•�' /. AIL 6X4 10X10 10X14 HS816 HS1028 Bi2Acd AT /.? ? °/Ni 4 -0 -0 R =B2991 N= 3.00" REY 15.5.7 SCALE = 0.1250 DESIGN CRIT :TPI -PCT TC LL 25.0 PSF TC DLL') 12.5 PSF BC DP 2.0 PSF TDT.LD. 39.5 PSF DUR . FAC . 1.15 SPACING 96.0" REF DATE 10/07/93 DRWG -ENG 0/A LEN. 52 -5 -8 DEPTH 48.0" TYPE 50r l " et' 6 • • le s i � � \ \ a1 T,2 H 4 V .-1 103 TOR ST -1037 R BRAG Y 151183 TH IS DW PR PARED FROM COMPUTER INPUT (►DADS E DIMEN SUBMITTED BY TRUSS MFR TOP CHORD (3)4X2 MSR -SPF 2400E-2.0E NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN 0 80T CHORD (3)4X2 MSR -SPF 2400F -2.OE IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS WEBS 4X2 FIR -LARCH #2 MC-15. EXCEPT AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR. c :W1- (4)4X2 FIR -LARCH #2 MC -15 :W2- (3)4X2 FIR -LARCH #2 MC -15 :W3- (2)4X2 FIR -LARCH #2 MC -15 :W4 -4X2 MSR -F. LAR 2100F -1.BE :W5 -4X2 MSR -F. LAR 1650F -1.5E CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT $2949. REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. (B) 4x5 - 1/8x9 -1/8 FIR -LARCH #2 MC -15 BLOCK. * ODD WEB SPECIAL LOADING REVISED 10/26/93 -(JPJ) NON -SYN. PLATING - / CONTINUOUS 3 INUOUS R Lp "EMT PO�I� LOADS --ID- ML :b 83L� T TC 1 BC 1 [ 1 7 2.0 12.0 51.52 (B) HS1016 4 -0 -0 --1 O 0 0 0 0 0 0 0 0 0 0 0 0 O O C= O O O ° ALPINE ° ° ° O q ° TRUSS ° O 0 0 CI 0 0 2X6 HS816 HS1028 HS816 R -7428# W= 3.00' 2X6 PLT. TYP.- ALPINE SEAN -- 12960 10X14 2X6 10X10 *M IMPORTANT ** vuu. H OT BEBESM :SIIDL T ITC DEVIATION FPOU THIS 0E5101 OP THESE SPECIFICATIONS. 011 Vhf FAILURE TO BUILD TIE TTUSS IN CGfORKUUCE MITT 05188 81 TPI ALP!TE coeVECTOPS £PE MADE Cr 20GA GALE. STEEL MEETING AST.' 1445 G+ a EsCEnt AS IOtEO. APPLE COTIECTt 0S TO EACH FACE OF MUSS MAT UTILESS 01I4.1 LOCATED OH THIS DESIGL POSITIUH CTRSACTTMS PEP OCAKIIICS 1 ?0. ISO C 100A -F 0E51E41 STAIETA&OS COIFOIM r /APrLICADLE MOVISIOITS OF LETS /. TPI An MIHFETV% SEAL On THIS DnAKTrG APPLIES 10 THE COMPOITEUT DEPICTED HCPF NI CItY. £141 SHALL HOT OE RELIED WON IIT ArI/ 01.IE11 *AF 2X6 10X14 6X4 10X10 7X6 6X4 2X6 •- -1P/ • TRUSS PLATE INSTITUTE. JETS ILLITSNAL CESISn S•ECTFICATTC•I FFU w•Y!I [ ^f,1P�1;CI PLATE MONITOR USED. sEe s # r 2,1 X0,2 AvoL hypo 52 -4 -8 OVER 2 SUPPORTS - --- -- -- 1PJ55E5 FECUIRE E /T11E1E CAPE WARNING Itt «drill,.. EPECTIM +ru OPACINF,- WE 1•IP•01 81 11 SFE IntS CESIF•: Fp :IDIIIC SPECIAL rTPVAItnT EnACilf, nE IDJIPE•EtITS. TatESS rstt - ERN SE ITOICATFO. 10P OIOPD SHALL FE LAIE•ULLF EaAQ0 r1TT, •001 Lr ATIAEH(D TL •rrsla SIr a1HUF, •011191 C•.JKI att. •S8fif•V Al IACIEO PILAF. H:FILI.f .. Sri ALPItr TECIe11EU. LR'DAIF tl /1/QE1 T0. AFtLICATIL•I FTPM1 1.H A CCPF TF 1•15 CESKW1 TO THE T E•ECt To, E:NICACICn. BOTTOM CHORD MUST BE BRACED AT A MAXIMUM ON CENTER SPACING OF 20 -0 -0. BRACING DESIGN BY TRUSS MANUFACTURER. tD NOTE: ALL MULTIPLE CHORD AND WEB MEMBERS MUST BE GLUED TO DEVELOP FULL STRENGTH PROPERTIES OF THE LUMBER SPECIFIED. THIS TRUSS HAS BEEN DESIGNED FOR NO CEILING LOAD WITH THE EXCEPTION OF A DROPPED CEILING CONDITION SUPPORTED BY SUB- PURLINS. FINGER JOINTS AT ANY LOCATION ON THIS TRUSS SHALL DEVELOP FULL STRENGTH PROPERTIES OF THE LUMBER SPECIFIED. 8X8 35.7" TY�IS1016 8X2 10X14 , .___ _ 2X6 2X HS820 1(6(B) Ir F 1 4 -0 -0 10X10 HS816 • HS1028 R =8780# W= 3.00" REV 15.5.7 SCALE = 0.1250 DESIGN CRIT:TPI -PCT TC LL 25.0 PSF TC DL 12.5 PSF C DL 2.0 PSF TOT.LD. 39.5 PSF DUR . FAC . 1.15 SPACING 72.0" REF R204 -69978 DATE 10/18/93 N n N 0 D. N ID 0 0 ORWG CAUSR204 93291001 CA -ENG JPJ 0/A LEN. 52 -4 -8 DEPTH 48.0" TYPE SY42 -- 1024M0 ' 4/239 JOB: TO8 ST -10372 EB BRADLEY THIS DHG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD (3) 4X2 MSR -SPF 2400F -2.0E NOTE: CAMBER= / `y " ;RADIUS= 30od BOT CHORD (3)4X2 MSR -SPF 2400F -2.0E WEBS 4X2 FIR -LARCH 02 MC -15, EXCEPT AS SHOWN NOTE: MAXIMUM LL DEFLECTION= I.Hy = L/ L/33 MAXIMUM DL DEFLECTION= 0.$Y" = L/71/5 :W1-(4)4X2 FIR -LARCH 02 MC -15 ::W2-(3)4X2 FIR -LARCH 02 MC -15 :W3- (2)4X2 FIR -LARCH 02 MC -15 ::W4 -4X2 MSR -F. LAR 2100F -1.8E :W5 -4X2 MSR -F. LAR 1650F -1.5E : o 01 APPFcOVEO NOV �, ii 1993 `s Oil FABRICATIO 2X6 2X6 2X6 2X6 8X8 10X14 "(117S1016 HS1016 HS816 10X14 10X10 7X5 6X4 2X6 2X6 2X6 PLT. TYP.- ALPINE SEON -- 15183 HS1028 HS816 10X14 6X4 8X8 10X10 HS816 HS1028 10X10 S,ya l ° PA /NT Wes,' cnry R -74280 H- 3.00' 52 4 8 OVER 2 SUPPORTS FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR Standard Structures Inc. P.O. Box K, Santa Rosa, C A 95402 707/544-2982 .Ace ice Po/ TS DESIGN CRIT:TPI -PCT TC LL 25.0 PSF TC DL 12.5 PSF BC DL 2.0 PSF TOT.LD. 39.5 PSF DUR . FAC . 1.15 SPACING 72.0" rWti _ 1513,1,11 FiUDf V rL F @ SK(u/Eio 1.4}1- 4-1-5 4 -0 -0 R -87800 W- 3.00' REV 15.5.7 SCALE = 0.1250 REF DATE 10/07/93 DRWG -ENG 0/A LEN. 52 - 4 - 8 DEPTH 48.0" TYPE I \Mf I F a nor \ \2 � 1 2 �\N3 rr To f t . p\ \ \ s I . + \ \.N4 , T 43 \'.Ii2 /7 10E_ �E�4 ST - 1037? FR RRAOLEY 15186 THIS DWG_ PREPARFfI FR M COMP ITFR INP IT ( Oa S C DTFt NSIONSI S BMITT D 8Y TR ISS MFR. 1M o CD E_ O CM CM O C7 C7 O CM TRUSS o .= 1m o * *IMPORTANT* * SAL t C�BE R mU INC DEVIATION FOON THIS DESIGN W THESE SPECIPTCATIOrr., On Am FAILURE ID BUILD I. TPTS5S IN COr1P0••LTICE MIEN (ISBN 81 1 ALPINE CDIS£CIORS APE MACE or 2000 GALE. STEEL MEETING ASIA A445 CO A EYCEPT AS NOTED. APPLY COI+KCTCPS ID COG. PACE or TIIUSS 1151 UNLESS !MICROBE LOCATED On TnIS DESIGN POSIt11111 CTAA{CIORS PER COAMIUGS 130. 150 C 1601 -P DESIGN STAQa1P15 CO•s0w M /APPLICABLE PROVISIONS OF TOT C 1P1. AN Ir{,INEER'S TEAL CU THIS ORAL Ur1G APPLIES TO TIC CLOC'O11EUT DEPICTED HERE In Or ;1. 1110 S1A,L NOT CE RELIED IRON In ONE 011•ER .1i• 1PLEMES RECUIPE E /TRE.< CARE WARNING IN 1.A.CAlT$. ERECTiT All) e01C Irx, PEE 1.111 -ST et TOE • /..IS CESfc l Pro ADDITIONAL SPECIAL PCP1GITnI SOACTrrG PE CJIPEOENIS. LOESS GINEPMISE ITOIC11ED. TOP CH SPELL!. FE LATEf LLY BOSCED MIT» Evo1ER Et AIT *C•ED PLIMOr03' 5.4111II1;. FOITO• Mltw 1nT EPLE aT1 •0•D PIGID CEILING, -- :.EE molt{ TECIAOCAL UI"CATE 1 r0R nQCT•1 DRMALL A AM/410 F1. O 1 COPT U T1.t5 DESIGN TO TAE 1CSS E-ECTION CONISSC1Ea • - -IPI - TIVS5 PLATE I115112UTE. TOTS - 1.011000t1 BESIG >T EICA "!"'0 mS ;R'r ^T DESIGN CRIT:TPI -PCT TC LL TC DL :C OL TOT.LD. 25.0 PSF 12.5 PSF 2.0 PSF 39.5 PsF DUR.FAC. 1.15 SPACING 84.0" REF R204- 69979 DATE 10/18/93 ORWG CAUSR2O4 93291002 CA - ENG JPJ jf' 0/A LEN. 49-4 -8 DEPTH 48.0" TYPE SY42 - - TOP CHORD (3) 4X2 MSR -SPF BOT CHORD (3) 4X2 MSR -SPF WEBS 4X2 FIR -LARCH :W1-(4)4X2 FIR -LARCH #2 MC -15 ::W2-(3)4X2 FIR -LARCH #2 MC -15 :W3- (2)4X2 FIR -LARCH #2 MC -15 ::W4 -4X2 MSR -F. LAR 1650F -1.5E CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.8.0. RESEARCH REPORT #2949. REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. (B) 4x5 - 1/8x9 -1/8 FIR -LARCH #2 MC -15 BLOCK. * ODD WEB REVISED 10/26/93 - (JPJ) NON -SYM. PLATING.r -Tl3 TC BC 1 SPECIAL LOADING CONTINUOUS LOADS 2` 6 4 ` ENDPOINT 48 T 52 14.0 14.0 48.52 (B) -.HS 1016 4 � 4 -0 -0 � 2400F -2.0E 2400F -2.0E #2 MC -15. EXCEPT AS SHOWN 2X6 2X6 2X6 2X6 H5818 10X14 10X10 HS1028 HS816 R - 7792# W- 3.00" PLT. TYP.- ALPINE SEON -- 12961 PLATE MONITOR USED. _566 S,yOET .3",/ Fob A pp L ht/pv I 10X10 8X10 EXG 49 - 4 - 8 OVER 2 SUPPORTS - - -- NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. BOTTOM CHORD MUST BE BRACED AT A MAXIMUM ON CENTER SPACING OF 20 -0 -0. BRACING DESIGN BY TRUSS MANUFACTURER. NOTE: ALL MULTIPLE CHORD AND 14E8 MEMBERS MUST BE GLUED TO DEVELOP FULL STRENGTH PROPERTIES OF THE LUMBER SPECIFIED. THIS TRUSS HAS BEEN DESIGNED FOR NO CEILING LOAD WITH THE EXCEPTION OF A DROPPED CEILING CONDITION SUPPORTED BY SUB - PURLINS. FINGER JOINTS AT ANY LOCATION ON THIS TRUSS SHALL DEVELOP FULL STRENGTH PROPERTIES OF THE LUMBER SPECIFIED. 10X10 • 2X6 2X6 35 77" _TYP. 6X4 2X6 8X8 10X14 HSB20 I HS1016.(B) 2X6 -- -- - IDCn1If_ :k 4/23/94 . • HS816 051028 R =8911# W= 3.00" REV 15.5.7 SCALE = 0.1250 :W1—(4)4X2 FIR —LARCH #2 MC -15 ::W2—(3)4X2 FIR —LARCH #2 MC -15 :W3— (2)4X2 FIR —LARCH #2 MC -15 ::W4 -4X2 MSR —F. LAR 1650F -1.5E JOB: T/$ ST -10372 EB BRADLEY THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. F ITTEITORD (3) 4X2 MSR —SPF 2400F -2.0E NOTE: CAMBER= I % - :RADIUS= 3000° BOT CHORD (3)4X2 MSR —SPF 2400F -2.0E WEBS 4X2 FIR —LARCH #2 MC -15. EXCEPT AS SHOWN NOTE: MAXIMUM LL DEFLECTION= /.Z. = L /'/66 MAXIMUM DL DEFLECTION= 40.73 = L/9,06 - 4-0-0 PLT. TYP.— ALPINE APPROVED NOV 1 G 1993 FOR FABRICA IOr'i HS1016 2X6 2X6 2X6 2X6 2X6 HSB18 10X14 10X10 6X4 2X6 8X6 10X14 MA ail. cx _._ ... v we \i% HS 1028 HS816 skv - PAINT w es T ego R =77920 W= 3.00" 10X10 BX10 BXB 10X10 I I 49 -4 -8 OVER 2 SUPPORTS HSB16 SEON -- 15186 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR Standard Structures Inc. P.O. Box K, Santa Rosa, CA 95402 707/544 -2982 HS1026 BA4Gt ,t T l3 Po! Ts 4 -0 -0 1 R =89i10 W= 3.00" DESIGN CRIT:TPI — PCT TC LL 25.0 PSF TC DL 12.5 PSF BC DL 2.0 PSF TOT.LD. 39.5 PSF DUR.FAC 1 15 SPACING 84.0" I 31 p1i P7DDED PLT 6 SKELEb wt REV 15.5.7 SCALE = 0.1250 REF DATE 10/07/93 DRWG -ENG 0/A LEN. 49 - 4 - 8 DEPTH 48.0" TYPE \� 013 to / ', X4 VAN 01 W3 r r t \ 1 fir/ :•AI ev1Rts 4/23/94 d f ALPINE TOP CHORD (3)4X2 MSR -SPF 2400F -2.0E BOT CHORD (3)4X2 MSR -SPF 2400F -2.0E WEBS 4X2 FIR -LARCH *2 MC -15. EXCEPT AS SHOWN :W1-(414X2 FIR -LARCH *2 MC -15 ::W2-(3)4X2 FIR -LARCH #2 MC -15 :W3- (2)4X2 FIR -LARCH *2 MC -15 ::W4 -4X2 MSR -F. LAR 1650F -1.5E CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT *2949. REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOTTOM CHORD MUST BE BRACED AT A MAXIMUM ON CENTER SPACING OF 20 -0 -0. BRACING DESIGN BY TRUSS MANUFACTURER. *** DO NOT TURN TRUSS END FOR END *** 14 pmq WEB REVISED 10/26/93 - (JPJ) NON -SYM. PLATING e 0 0 0 0 0 0 0 0 0 0 0 0 O 0 TRUSS = 0 0 0 0 O 0 0 0 0 0 0 0 0 0 HS1028 HS814 R -81210 W- 3.00" PLT. TYP.- ALPINE SEON -- 11521 10X10 ALPINE ENGINEERED P0000CIS. T1A *XIMPORTANT ** SIULL NOT TE %SPOTSIDLE ran Any DEVIATION FROM THIS DESIGN on TIESE SPECIFICATIONSS. OP Attf FAILURE TO BUILD THE MESS IN CONFORMANCE MITN MISS BA IPI ALPINE CONNECTORS ARE MADE OF 2001 GALV. STEEL MEETING AVM AIRS FA A EXCEPT AS NOTED. APPLY WINECTOPS 10 EACH FACE OF TRUSS 1101 USESS OTTCRASE LOCATED O•■ INES DESIGN. POSITION CONNECTORS PER OPAMIIGS 130. 150 C 1601 -F. DESIGN ST11A1/NN5 Cp %Og1 M /APPLICABLE PROVISIONS IK taS C IPI All CItGIIM:FR'S SEAL ON IUIS O0LMING APPLIES 10 TIF COIm01ENT DEPICTED TETTE I1. OI4.1. 1101 SHALL NOT DC P01110 UPON IN Ant OTHER 1101 •-1P1 - TITUSS PLATE 1NTSTITUTE. 1105 - NAt1I8TAL OLSIGI S 1 Oe S<ICET � , / f:o/L 1+ PPL /A/Po I 8X8 8X8 49 - - OVER 2 SUPPORTS TPt?05E5 PEIIUIPE £1000 E CAPE WARNING ITT HAIu1I1G. EPECTIDNI 1101 OPACUO. SEE H18 -91 81 TPT. SEE THIS DESIGN FOR 1WITIGIAL SPECIAL PEW/JEW B"TACIIG PE oOIPEIENis. ONSES5 OTIEPAISE INDICATED. TOP GAM SHALL BE LAIEPALI PPACEO 8111. mOKP LA 11111140 Pt A•400 SHEATH/M. • GOPO M(tH PPE/PERLA •t7AGEO 01010 IFIIIr1 • - SFE AtPttW IFGIIICAI IPDATI IN /1/91t FOU Tots °HAH{E APPLICAT IOIT IIpITI<I. • CCP1 or 11115 DESIGN co THE TRUSS EPEC11011 COMPACICA. C1rICATIGt (C. "C+!0 C ?Y1P: .C11411 NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. (B) 4X5.125 "X 9 -3/8" F.L. #2 MC -15 BLOCK BOTTOM CHORD MUST BE BRACED AT A MAXIMUM ON CENTER SPACING OF 20 -0 -0. BRACING DESIGN BY TRUSS MANUFACTURER. NOTE: ALL MULTIPLE CHORD AND WEB MEMBERS MUST BE GLUED TO DEVELOP FULL STRENGTH PROPERTIES OF THE LUMBER SPECIFIED. FINGER JOINTS AT ANY LOCATION ON THIS TRUSS SHALL DEVELOP FULL STRENGTH PROPERTIES OF THE LUMBER SPECIFIED. THIS TRUSS HAS BEEN DESIGNED FOR NO CEILING LOAD WITH THE EXCEPTION OF A DROPPED CEILING CONDITION SUPPORTED BY SUB- PURLINS. SPECIAL LOADING / CCONTIINUOUS LOADS --ID- pD SIN /---CONCENTRATED LCOCADS - - - G TC1 304 R0 304 E " .0 48 52T --ID- 1 X 4 L S0 350 BC 1 20.0 20.0 48.52 350, 2X6 . 2X6 2X6 2X6 2X6 2X6 35 -7' TYP. (B) HS1016 HS816 10X14 8X8 6X4 2X6 8X8 HS812 HS816 2 6 HS1016 (B) 4 -0 -0 10X10 HS814 • HS1028 4 -0 -0 R -78280 W- 3.00" REV 15.5.7 DESIGN CRIT:TPI -PCT TC LL 25.0 PSF TC DL 12.5 PSF C DL 2.0 PSF OT.LO. 39.5 PSF DUR.FAC. 1.15 SPACING 96.0" O. SCALE = 0.1250 REF R204-69980 DATE 10/26/93 DRWG 93288001 CA -ENG JPJ/ 0/A LEN. 49 -4 -8 DEPTH 48.0" TYPE SY42 cc�::T< ":�G:.mo:�'s'a7:.� +01:01. '�a� "�.�?=`Ca�''h'':;i•.;;�. JOB: TO 6 ST -10372 E8 BRADLEY TOP CHORD SOT CHORD WEBS : W1- (4) 4X2 : W3- (2) 4X2 PLT. TYP.- ALPINE I PPr OV'ED NOV ? u 1993 F 0} F aRI ATIO! i (3) 4X2 MSR -SPF 2400F -2.0E (3) 4X2 MSR -SPF 2400F -2.0E 4X2 FIR -LARCH #2 MC -15. EXCEPT AS SHOWN FIR -LARCH #2 MC -15 ::W2- (3)4X2 FIR -LARCH #2 MC -15 FIR -LARCH #2 MC -15 ::W4 -4X2 MSR -F. LAR 1650F -1.5E 4 -0 -0 r 5O HS1028 R =8121# W- 3.00' SEON -- 15167 HS814 S •P f /NT wJ — rEN,P 10X10 P.O. Box K, Santa Rosa, CA 95402 7b7/544 -2982 P.O. Box K, Santa Rosa, CA 95402 707/544 -2982 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 8X8 8X8 49 -4 -8 OVER 2 SUPPORTS gA Standard Structures Inc. NOTE: CAMBER= ( i " :RADIUS= 3000 NOTE: MAXIMUM LL DEFLECTION= /./9 MAXIMUM DL DEFLECTION= j.gy 2X6 2X6 2X6 2X6 2X6 2X6 35 " a��P. HS1016 HSB16 10X14 BXB 6X4 2X6 8X8 HSB12 HS 10X10 HSB14 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR 0} Y p/f liepro rn TDP /t,ra 3'7700 C //Cn' P ' 16 HS1028 HS1016 11 rdal -- mrder- ARCEIPlaw ihry. min Atace a. r /3 p, firs = L/ K43 = L/ f/49 4 4 -0 -0 A_ R -78280 W- 3.00' REV 15.5.7 SCALE = 0.1250 DESIGN CRIT:TPI -PCT TC LL 25.0 PSF TC DLO) 12.5 PSF BC DL 2.0 PSF TOT.LD. 39.5 PSF DUR . FAC . 1.15 96.0" REF DRWG -ENG TYPE DATE 10/07/93 0/A LEN. 49 -4 -8 DEPTH 48.0" iOB T07 ST -1037 B Bradl v 14966 TH S OWE. PRFPAR D FROM COMP UT R INP IT ( OADS C DIM NSIONS) S IBMITTED BY TR ISS MFR TOP CHORD (3)4X2 MSR -F. LAR 2400F -2.OE NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. BOT CHORD (3)4X2 MSP. -F. LAIR 2400F -2.OE IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS E� n WEBS 4X2 FIR -LARCH #2 MC -15. EXCEPT AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR. c :w1-(4)4X2 FIR -LARCH #2 MC -15 ::W2-(3)4X2 FIR -LARCH #2 MC -15 :W3-(2)4X2 FIR -LARCH #2 MC -15 : CONNECTOR PLATES MUST BE INSTALLED IN ACCOROANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. THIS TRUSS HAS BEEN DESIGNED FOR NO CEILING LOAD WITH THE EXCEPTION OF A DROPPED CEILING CONDITION SUPPORTED BY SUB - PURLINS. FINGER JOINTS AT ANY LOCATION ON THIS TRUSS SHALL DEVELOP FULL S?HENGTH PROPERTIES OF THE LUMBER SPECIFIED. __ JVIDE FOR ADEQUATE ROOF DRAINAGE. IF PARAPET WALLS OR CONDITIONS EXIST THAT RESTRICT FREE RUNOFF OF WATER, DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL ALLOW COMPLETE DRAINAGE AND PREVENT PONDING AT ALL TIMES. CAMBER TOP AND BOTTOM CHORDS 1.32 AT MIDSPAN BETWEEN BEARINGS. PLT. TYP.- ALPINE 0 0 CM CM a C= a a o a a cm `T TRUSS CM CM 0 N= a (B) — HS1016 4 -0 -0 a a 0 a a CI a T= a F:3 1= a r • 2X6 HS1028 HS814 R =8050# W- 3.00" SUM-- 13037 (c)THIS TRUSS IS DESIGNED TO SUPPORT ADDITIONAL CONCENTRATED LOAD(S) 24 -8 -4 WHERE SHOWN. 2X6 HS1028 10X14 2X6 10 7X8 Sc c SHT 5" / /o/ ,ts.�p mo=o ALP1tZ E/OJIEERD PA CJCIS. TIC **IMPORTANT** SHALL HOT BE RESRDI151E1LE FOP AIL! OEYIATIOrs FROM THIS DESIGN OR THESE SPECIFICATICIJS. On Arl! FAILURE TO BUILD THE TRUSS Its COIFOPN410E WITH 05788 8! TPI ALPINE COIPECIOPS APE MACE OF 2001 GAL!. STEEL HEEIITG ASIA A4A5 OP A EICEDT AS term. APPLE Cc:rECTCP5 TO EACH FACE OF TRUSS uD laRESS OTHERWISE LOCATED CH THIS DESIGII. P051110 C0IECTOPS PEA OPAAIIGS 130. 150 C 1801 -F. 0ESIE/1 ST*HOAP05 COUIOILA N /APPLICABLE P0011510115 Cl IDS C Trl All GOHEER'S SEAL Orl THIS IYIAWIrO APPLIES TO TIE CCN'GIEnt DEPICTED /ERE IP ONLY. AID SHALL HOT DE PELTED LN`DII In An( OTHER AL! 2X6 7X8 49 -4 -8 OVER 2 SUPPORTS •- -TAT RTJSS PLATE LAST /TOTE. HOS - IIATIC!IAL DESIGN SPECTFICATI71 Fp PLATE MONITOR USED. 7X8 * ODD WEB (C) 320# 6X4 2X6 7X8 2X6 10X10 MISSES PEOIIIPE EFTRE✓E CAPE WARNING m IAAIDLTIG. (PECTIC.. Ala BPACIIIG. SEE HIS - 91 B( 1P1 SEE THIS CESIG' Fop AIIDTI1c!IAI SPECILL PEPHIIETT BPACIIG P OOIPEIFIITS. T.YILESS OTIEPAISE IICICATED. T CHORD SHALL BE LATERALL( BRACED NTTn LE ATTACHED Pc,.STGO SHEATHING. BOTTCH C ■TTH sw.n•ERl! ATTACHED PISIO CULT/4 -- AL"TIE TECUICAL WOAD( IT/I/911 FOP PQ0"E DPANALL APPLICATICI F1jsl!SH A COP( Cr THIS CE51011 TO Mt TPL.S CPECITCI COITAACTOP. COST6.CTtry, CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND /OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. BOTTOM CHORD MUST BE BRACED AT A MAXIMUM ON CENTER SPACING OF 20 -0 -0. BRACING DESIGN BY TRUSS MANUFACTURER. NOTE: ALL MULTIPLE CHORD AND WEB MEMBERS MUST BE GLUED TO DEVELOP FULL STRENGTH PROPERTIES OF THE LUMBER SPECIFIED. (B) 4x5 - 1/8x9 -1/8 FIR -LARCH 1 MC -15 BLOCK. AN ADDITIONAL 6 PLF HAS BEEN ADDED TO THE TOP AND BOTTOM CHORDS OF THIS TRUSS THROUGHOUT THE ENTIRE LENGTH PER TRUSS MANUFACTURER. 10X14 2X6 35.7" HS1028 HS814 HS1028 HS10 (B) 4 - 0 - 0 R- 805111 W= 3.00" REV 15.5.7 DESIGN CRIT:TPI -PCT TC LL 25.0 PSF TC DL 12.5 PSF BC DL 2.0 PSF ToT.LO. 39.5 PSF DUR.FAC. 1. SPACING 96.0 SCALE a 0.1250 REF R204- - 77572 DATE 11/17/93 CA -ENG JPJ /,.,, 0/A LEN. 49 -4-8 DEPTH 48.0" TYPE SY42 -- U) N O In w W N 0 0 DRWG CAUSR204 93321002 �. I�iT /Vd/ W3 / Wl 1 �� \i iOB T07 ST -1037 B Bradl v 14966 TH S OWE. PRFPAR D FROM COMP UT R INP IT ( OADS C DIM NSIONS) S IBMITTED BY TR ISS MFR TOP CHORD (3)4X2 MSR -F. LAR 2400F -2.OE NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. BOT CHORD (3)4X2 MSP. -F. LAIR 2400F -2.OE IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS E� n WEBS 4X2 FIR -LARCH #2 MC -15. EXCEPT AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR. c :w1-(4)4X2 FIR -LARCH #2 MC -15 ::W2-(3)4X2 FIR -LARCH #2 MC -15 :W3-(2)4X2 FIR -LARCH #2 MC -15 : CONNECTOR PLATES MUST BE INSTALLED IN ACCOROANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. THIS TRUSS HAS BEEN DESIGNED FOR NO CEILING LOAD WITH THE EXCEPTION OF A DROPPED CEILING CONDITION SUPPORTED BY SUB - PURLINS. FINGER JOINTS AT ANY LOCATION ON THIS TRUSS SHALL DEVELOP FULL S?HENGTH PROPERTIES OF THE LUMBER SPECIFIED. __ JVIDE FOR ADEQUATE ROOF DRAINAGE. IF PARAPET WALLS OR CONDITIONS EXIST THAT RESTRICT FREE RUNOFF OF WATER, DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL ALLOW COMPLETE DRAINAGE AND PREVENT PONDING AT ALL TIMES. CAMBER TOP AND BOTTOM CHORDS 1.32 AT MIDSPAN BETWEEN BEARINGS. PLT. TYP.- ALPINE 0 0 CM CM a C= a a o a a cm `T TRUSS CM CM 0 N= a (B) — HS1016 4 -0 -0 a a 0 a a CI a T= a F:3 1= a r • 2X6 HS1028 HS814 R =8050# W- 3.00" SUM-- 13037 (c)THIS TRUSS IS DESIGNED TO SUPPORT ADDITIONAL CONCENTRATED LOAD(S) 24 -8 -4 WHERE SHOWN. 2X6 HS1028 10X14 2X6 10 7X8 Sc c SHT 5" / /o/ ,ts.�p mo=o ALP1tZ E/OJIEERD PA CJCIS. TIC **IMPORTANT** SHALL HOT BE RESRDI151E1LE FOP AIL! OEYIATIOrs FROM THIS DESIGN OR THESE SPECIFICATICIJS. On Arl! FAILURE TO BUILD THE TRUSS Its COIFOPN410E WITH 05788 8! TPI ALPINE COIPECIOPS APE MACE OF 2001 GAL!. STEEL HEEIITG ASIA A4A5 OP A EICEDT AS term. APPLE Cc:rECTCP5 TO EACH FACE OF TRUSS uD laRESS OTHERWISE LOCATED CH THIS DESIGII. P051110 C0IECTOPS PEA OPAAIIGS 130. 150 C 1801 -F. 0ESIE/1 ST*HOAP05 COUIOILA N /APPLICABLE P0011510115 Cl IDS C Trl All GOHEER'S SEAL Orl THIS IYIAWIrO APPLIES TO TIE CCN'GIEnt DEPICTED /ERE IP ONLY. AID SHALL HOT DE PELTED LN`DII In An( OTHER AL! 2X6 7X8 49 -4 -8 OVER 2 SUPPORTS •- -TAT RTJSS PLATE LAST /TOTE. HOS - IIATIC!IAL DESIGN SPECTFICATI71 Fp PLATE MONITOR USED. 7X8 * ODD WEB (C) 320# 6X4 2X6 7X8 2X6 10X10 MISSES PEOIIIPE EFTRE✓E CAPE WARNING m IAAIDLTIG. (PECTIC.. Ala BPACIIIG. SEE HIS - 91 B( 1P1 SEE THIS CESIG' Fop AIIDTI1c!IAI SPECILL PEPHIIETT BPACIIG P OOIPEIFIITS. T.YILESS OTIEPAISE IICICATED. T CHORD SHALL BE LATERALL( BRACED NTTn LE ATTACHED Pc,.STGO SHEATHING. BOTTCH C ■TTH sw.n•ERl! ATTACHED PISIO CULT/4 -- AL"TIE TECUICAL WOAD( IT/I/911 FOP PQ0"E DPANALL APPLICATICI F1jsl!SH A COP( Cr THIS CE51011 TO Mt TPL.S CPECITCI COITAACTOP. COST6.CTtry, CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND /OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. BOTTOM CHORD MUST BE BRACED AT A MAXIMUM ON CENTER SPACING OF 20 -0 -0. BRACING DESIGN BY TRUSS MANUFACTURER. NOTE: ALL MULTIPLE CHORD AND WEB MEMBERS MUST BE GLUED TO DEVELOP FULL STRENGTH PROPERTIES OF THE LUMBER SPECIFIED. (B) 4x5 - 1/8x9 -1/8 FIR -LARCH 1 MC -15 BLOCK. AN ADDITIONAL 6 PLF HAS BEEN ADDED TO THE TOP AND BOTTOM CHORDS OF THIS TRUSS THROUGHOUT THE ENTIRE LENGTH PER TRUSS MANUFACTURER. 10X14 2X6 35.7" HS1028 HS814 HS1028 HS10 (B) 4 - 0 - 0 R- 805111 W= 3.00" REV 15.5.7 DESIGN CRIT:TPI -PCT TC LL 25.0 PSF TC DL 12.5 PSF BC DL 2.0 PSF ToT.LO. 39.5 PSF DUR.FAC. 1. SPACING 96.0 SCALE a 0.1250 REF R204- - 77572 DATE 11/17/93 CA -ENG JPJ /,.,, 0/A LEN. 49 -4-8 DEPTH 48.0" TYPE SY42 -- U) N O In w W N 0 0 DRWG CAUSR204 93321002 JOB: T07 ST -10372 E B Bradle THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 80T CHORD WEBS :W1-(4)4X2 FIR -LARCH #2 MC -15 ::W2-(3)4X2 FIR -LARCH #2 MC -15 :W3-(2)4x2 FIR -LARCH #2 MC -15 : RADIUS =3006 CAMBER = / - o, 66 " ATL_= /.79 " =`' / (3)4X2 MSR -F. LAR 2400F -2.0E (3)4X2 MSR -F. LAR 2400F -2.OE 4X2 FIR -LARCH #2 MC -15. EXCEPT AS SHOWN 4 4 -0 -0 PLT. TYP.- ALPINE APPROVED NOV Li 1593 FOR FABRICATION Y 2X6 2X6 2X6 2X6 HS1016 HS1028 10X14 HS1028 HS814 R =8050# W= 3.00' 10X10 7X8 7X8 I 7X8 � 6X4 2X6 7X8 49 4 8 OVER 2 SUPPORTS PAGE NOTES: M Standard Structures Inc. P.O. Box K, Santa Rosa, CA 9540 707/544 -2982 P.O. Box K, Santa Rosa, CA 95402 707/544 -2982 1. Refer to ssT Truss Bill of Materials for actual lengths. quantities. etc. 2. Shop paint West end (left side of page). FOOTNOTES: (1) P = 320 lbs. mech unit (2) Brace bottom chord at 1/3 points (3) This truss has been checked for draftstop loads (6 plf added to each top and bottom chords) 2X6 2X6 10X14 HS1 lossorior 10X10 (z) HS814 SEON -- 14965 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR 028 �3>1 35P. HS1028 HS1016 R =8051# W- 3.00' REV 15.4.8 SCALE = 0.1250 DESIGN CRIT:TPI -PCT TC LL 25.0 PSF TC DL 12.5 PSF BC DL 2.0 PSF TOT.LD. 39.5 PSF DUR . FAC . 1.15 0/A LEN. 49 -4-B DEPTH 46.0" SPACING 96.0" REF DATE 11/16/93 DRWG -ENG TYPE Py ol£ JnR-�T13 cf -1037? E B Bradley 14966 THIS DWG- PREPARED FROM COMPUTER INPUT !LOADS C DTMFNSIONSI SURMTTTFD BY TRUSS MFR_ TOP CHORD (3)4X2 MSR -SPF 2400F -2.OE NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. BOT CHORD (3)4X2 MSR -SPF 2400F -2.OE IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS WEBS 4X2 FIR-LARCH #2 MC -15. EXCEPT AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR. :W1-(4)4X2 FIR -LARCH #2 MC -15 ::W2-(3)4X2 FIR -LARCH #2 MC -15 :W3- (2)4X2 FIR -LARCH #2 MC -15 ::W4 -4X2 MSR -F. LAR 2100F -1.8E CONNECTOR PLATES MUST BE INSTALLEO IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. THIS TRUSS HAS BEEN DESIGNED FOR NO CEILING LOAD WITH THE EXCEPTION OF A DROPPED CEILING CONDITION SUPPORTED BY SUB - PURLINS. FINGER JOINTS AT ANY LOCATION ON THIS TRUSS SHALL DEVELOP FULL $ d PROPERTIES OF THE LUMBER SPECIFIED. i�) THIS TRUSS IS DESIGNED TO SUPPORT ADDITIONAL CONCENTRATED LOAD (S) WHERE SHOWN. PROVIDE FOR ADEQUATE ROOF DRAINAGE. IF PARAPET WALLS OR CONDITIONS EXIST THAT RESTRICT FREE RUNOFF OF WATER, DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL ALLOW COMPLETE DRAINAGE AND PREVENT PONDING AT ALL TILES. (B) - 4-0-0 O 1=3 O 1=3 1= 4 -5 -3 l ^ (C) 320# 2X6 2X6 51016 .f HS1028 HS1028 R 8691# W 3.00' HS814 PLT. TYP.- ALPINE SEON -- 13036 .• -1nt 1tr..:S rtalr 1151 TIME. 2X6 2X6 HS812 7X8 10X14 * *IMPORTANT3f�E SHALL 1 1 ) 1 1 5 OE StrOnClplE me u t r{rlaT10.1 TIMM THIS OE5I6.1 on tESE St•ECIFICATIO S. OO 804 ft1Et.•OE 10 BUILD I.E ITIOS5 III COrfOP4a1F -E alt..' Inn Of MI aLP11E COI0ECIOPS 1PE 0410E Or 2060 5111 S1EFL M a51M a4a5 CU / ['ECM AS 1001E0. Amt.( C41e000100S IO E(In 484E or 1/ alp ootE55 oHEPwISE Loc&IrO no DOS (x11 M:111•nl COsasECt•105 •En (0.1011005 130. 100 C 1fo1.-r 045111 stasstunn: rt4so s 4t4.19R ICSILE roO41SIC15 or .p: r, I 01 Ur11e10 "S SEAT On Tort. D0u4115 Arrtlf5 TO T.4 rt• "1 14T•1r 110 .•oot In Car. MI >uLL 0001 rE PiL ICO 1}1041 111 8001 onto Dar I Scd 5*f/4 - G4 / Ao,2 44OPL /Ns=o .Fro Oa lir.PL Et S1r.11 •11 •f t 8X8 6X4 PLATE MONITOR USED. 10X10 HS812 6X4 6X4 2X6 2X6 2X6 10X10 52 - - OVER 2 SUPPORTS-- TnOS - E5 t29HlOr 1.41nr.q Cane WARNING l.t ..t.;1114_ F•4CI l:nt t1q e•ur.In5. SCE .4e -9t e. 701. SEE MIS CrSISn rep trauma' SrEClot r{t.aa.Fa1 FFE:IIr, OE 7JIPE RI.FSS 5l. {Pa1SE Itch /Tro. IOr CMOO SniLl FE LatfO(LLf OOtCfO 4I1n nr••E Lt At tar.40 rt. f4:01 5.4.1.'1.... 00111:.4 Coop 41111 POCOEOIf StILC..FO 0 V.1O Cr it IW -- SF £00101 lFD•tICal treat( N /1 /1t. TOn rt COr•atL arrl ICatlC, 4 •..11 .4 . a CV .4 to CESt5Ts IS 1.[ lO1 S 'PICT II. C1 trattro Or... 0_ +0 CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND /OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. BOTTOM CHORD MUST BE BRACED AT A MAXIMUM ON CENTER SPACING OF 20 -0 -0. BRACING DESIGN BY TRUSS MANUFACTURER. NOTE: ALL MULTIPLE CHORD AND WEB MEMBERS MUST BE GLUED TO DEVELOP FULL STRENGTH PROPERTIES OF THE LUMBER SPECIFIED. (B) 4x5 - 1/8x9 -1/8 FIR -LARCH #2 MC -15 BLOCK. M ODD WEB I. * * *DO NOT TURN TRUSS END FOR END * ** TRUSS MUST BE MARKED TO INDICATE LEFT AND RIGHT ENDS. CAMBER TOP AND BOTTOM CHORDS 1.64" AT MIDSPAN BETWEEN BEARINGS. AN ADDITIONAL 6 PLF HAS BEEN ADDED TO THE TOP AND BOTTOM CHORDS OF THIS TRUSS THROUGHOUT THE ENTIRE LENGTH PER TRUSS MANUFACTURER. r1:4R 11+. 11 10X14 HSB16 35.7" Y T Rsioa2 - 1 HS _ 820 (B) ( �{ 4 -0 -0 HS1028 R - 8421# W- 3.00" REV 15.5.7 SCALE = 0.1250 DESIGN CRIT:TPI -PCT TC LL 25.0 PSF TC DL 12.5 PSF BC DL 2.0 PSF TOT.LO. 39.5 PSF DUR.FAC. 1.15 SPACING 96 REF R204 -- 77573 DATE 11/17/93 DRWG CAUSR204 93321001 CA - ENG JPJ,r., 0/A LEN. 52 -5 -8 DEPTH 48.0" TYPE SY42 -- C3 a c N n3 0 to Ial w N 0 0 JOB: T11 ST -10372 E 8 Bradle THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD GOT CHORD WEBS :141- (4) 4X2 : W3- (2) 4X2 RADIUS =3000 CAMBER = /4" An- x,3 " = 4- 1272- (3) 4X2 MSR -SPF (3) 4X2 MSR -SPF 4X2 FIR -LARCH FIR -LARCH #2 MC -15 FIR -LARCH #2 MC -15 4 -0 -0 APPROVED NOV I 1993 FOR FABRICA? )OP1 HS1028 Y R-8691# W- 3.00" 2400F -2.OE 2400F -2.OE #2 MC -15. EXCEPT AS SHOWN ::W2-(3)4X2 FIR -LARCH #2 MC -15 ::W4 -4X2 MSR -F. LAR 2100F -1.8E r o) 2X6 2X6 2X6 2X6 HS1016 HS1028 HS812 7X8 6X4 6X4 2X6 2X6 PLT. TYP.- ALPINE SEON -- 14956 HSB14 10X14 8X8 6X4 2 5 8 OVER 2 SUPPORTS PAGE NOTES: FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR M Standard Structures Inc. P.O. Box K, Santa Rosa, CA 95402 7W/544 -2982 PO. Box K, Santa Rosa, CA 95402 707/544 -2982 1. Refer to ssT Truss Bill of Materials for actual lengths, quantities. etc. 2. Shop paint West end (left side of page). FOOTNOTES: (1) P = 320 lbs. mech unit (2) Brace bottom chord at 1/3 points (3) This truss has been checked for draftstop loads (6 plf added to each top and bottom chords) 10X10 HS812 MIIMMITIEWA, Zx6 10X10 10X14 HS816 H$1QLL 35.7 " TYHPS1022 2X6 HS1028 4 -0 -0 R =84210 W= 3.00' REV 15.4.8 SCALE = 0.1250 DESIGN CRIT:TPI -PCT TC LL TC DL BC DL TOT.LO. 25.0 PSF 12.5 PSF 2.0 PSF 39.5 PSF DUR . FAC . 1.15 SPACING 96.0" REF DATE 11/16/93 DRWG -ENG 0/A LEN. 52 -5-8 DEPTH 48.0" TYPE /71,6./ o.F .VIANDARD LOAD OUTPU1S Company Name: PAC-AME,CC. 09 10-93 Block Load v1.0 stage 1. of 2 xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Zone Name BRADLEY City Name : TACOMA Latitude (cklg): 47 Elevation (tt): 386 Indoor -Summer: 72 F Winter: '/ 1. F 1 31 IN at 9 A.M. 2, jUL at 9 A.M1_, 3. SEP at 10 A.M. 4. OCT at 2 P.M. 5. SEP at 3 P.M. 6. SEP al; 4 P.M. 7. JUN at 4 P.M. Heating Load (Btuh)= Number of people Total lights Other electrical Area of N glass Area of S glass Area of E glass Area of W glass Total glass area Area of N wall Area of S wall Area of E wall Area of W wall Total wall area Arca of roof Safety factor Supply fan hp Ventilation cfm Total cfm-std air= Area (sq ft) Total cfm-std air= Ventilation load = 33,017 Glass heat load = 43,516 Infiltration load= 0 Slab heating load= 10,084 Coil temp Coil temp Specified my TOTAL TONS 66.6 12.35 67.6 12.83 68.0 14.88 75.0 17.14 78.0 18.69 77.0 17.99 78.0 17.91 68,495 w/Infil. 65 11,093 3,263 400 680 C) 640 1,720 350 70 870 230 1,520 6525 0% 13 6S3 9,6 19 50 RIl 6,525 Sq ft/ton 9,619 Cfm/sq ft HEATING LOAD Zone Name: COIL SELECTION enter • = 72.4/ 60.4 out = 52.6/ 52.0 room RH= 50% Terminal air tem0-55.0/110.0 Supply fan static= 3.00 Building U-factor= 0 .13' x, WASHINGTON BRADLEY Color RSH TONS 9.76 10,18 12.11 13.79 14.99 14.38 14.15 - 68,495 Room sensible = 179,870 Room Intent Plenum return exhaust credit = 0 - ..... > GRAND TOTAL LOAD « 224,303 Btu/hr or Load run for # 5. SEP at 3 P.M. Weight - (1h/scitt) ORIENTATION OF BUILDING N S F W RI TRANSMISSION FACTORS 0.11 0,11 0.11 0.11 0.02 Glass Fac.10.55 Lights Fluorescent? Y Shade Fac.10.68 Floors: 1. Length: 7r3 Width: 87 Haight: 10 Vent Air PercenU 7 Sensible people load 15,986 Lighting toad .,,,. 47,323 Other electrical :::, 11,135 North glass solar ::•:: 2,632 South glass solar ::: 48,744 East; glass solar :,•: C) West glass solar :•:, 46,106 Total glass so tar 97,482 Total glass trans. :.:, 5,676 N 'wait load .::: -125 S wall load :•. 184 E wall. load :::-. 203 W wall load 88 rotal wall trans. ,. 350 Root load :::: 1,911 Safety load C) Fan heat gain (DT) r.:: 25,225 Vent; sensible load 4,307 Vent LTtent load ,:.: 1,416 People latent load 13,376 Total latent load 14,792 PARAMETERS Total sensible load Total coil load Resulting room RH 18.69 tons < • Roof heating load 7,204 Wall heating lbad 7,691 Warm-up load 0 Heat load with vent = 101,512 STANDARD LOAD OUTPUTS Company Name. z PAC INC. 09 Block Load v1.0 • Page 2 of 2 xxxxxxxxxxxxxxxxXxxxxxxxxxxxxxxxXx.xxxxxxxxxxxXxxxxxxxxxxxxxXxxxxxxxxxxxx Degrees rotated No ceiling return I. 1. 7C) Roof:: 40 Bkdg: 10 Wall: MED1UM Roofl MEDIUM CFM 6 26a ,531 7:/71 8,846 9,619 9,226 9,082 Airflow= 1,597 :;fm 349 1 .47 C) RECEIVED am/ OF TUKWILA JAN 2 1 1994 209„511 224 ,, 303 PERMIT CENTER 50% cloos,!otosil paidop tip you snap Wel puissuMatiwo pile saoeia of 13,01 s }4� ?L my.830N13WW 1, 01. II II.i.111II ,;�� l ii��- � ' r� ii ��GNfi - i` 1tli1iIi1W L HJN:SHL91 0 fiII �11ir�ii. I rLt i i^ IiIi�► ii�iIi��IiIiIi Iii�liIi�lI►!iIiIiIiIiIii /SPg719YED PERIOIT Ci+17 I(I I(i I(I I(I I(I I(I i(I I(I I(I I(I ICI I(J tjl L(k I�( I I�I,�I�I�I(EJ ^ a 0 16 THS INCH 1 2 '3 I 11111111111 II I ,1111 I11 IIIIIIII I I 1 . 11 . 5 7 1 +141 1114. i' I' i' �' si' i'�'i'1111�1i'I'111►i'L'�'�'1�1 10 11. MADENGERMANY 12 '