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HomeMy WebLinkAboutPP - 14002 MACADAM RD S - UNKNOWN - PERMITS AND PLANS14002 MACADAM RD S ASSOCIATED PERMITS 18-S-046 D17-0284 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** 1►D-4-4 7 King Co. Assessor's Tax No.: Site Address: 1 L1002. 474 0.c . ACCciwt RA 53 Suite Number: Floor. Tenant Name: Property Owner's Name: errt o 4 e -t• t."1: tep't t'S. Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: 14( 1400L/ Day Telephone: Company Name: k -t a 140,u r: / e Mailing Address: -POZ OSC (? c35 10,09 42111;A1 e5 LJ* City State Zip E-mail Address: 44/I --ON ! e /)yoei9 mak..(. c6's•'1- Fax Number: Contractor's City of Tukwila NICET III number. / Business License number: Total number of new/relocated devices or sprinkler heads: 1-5 Valuation of Project (contractor's bid price): S.51561) Scope of Work (please provide detailed information): 1.‹.)-1-1-t II rt‘I iehet .tJ 4 iv v 4'�-01 V.ef ,A)Fe4 11-1> -N hock( 444/4,6,d5 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 SAMETOBE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. New Tenant? ❑ - Yes ❑ - No BUILDING OWNER OR AUTHORIZED AGENT: Signature: hafix Date:,3 —2-1ib Print Name: V-44to MN/ Plan Permit App.doc Day Telephone/42T Lit % 57 SK1 8/22/14 TED FP Form 8 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: L6A__.- Sprinklers: Type of Inspectio Address: ('4 is .Z ro Suite #: �U ft--i)peire, --0 ntact Person: Special Instructions: Pre -Fire: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: n - k- Fv-e Needs Shift Inspection: Sprinklers: Date: bi'CSILb Fire Alarm: Hood & Duct: --0 Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: n- c -it Date: bi'CSILb Firs.: ( $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.E.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 „1„ Project: Mnl(.C�l �' I ,�� l�G Type of In, ' n: k 6 6...(z___�, Address: Suite #: (4C2_ A w• 1 w ^^Contact Pers n: Special Instructions: Phone No.: .Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date: 4/, V i c( Sprinklers: Fire Alarm: L/� RvC -€-A--- (kSti---- Otpp•re\lC--e) iV2Lde,e) %S S IA -1 Z G.Qw% I � so �a 5" � Ig 4-50(4. Pre -Fire: /it/pry ' ' I' lOfOv-e--d Occupancy Type: GeV eYL /.{39e✓OV�'""-t �-r'7t.✓C,7 l,JSiwiAe c) ) Needs Shift Inspection: Date: 4/, V i c( Sprinklers: Fire Alarm: L/� Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 1 Inspector: fIll cit Date: 4/, V i c( Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 l8-S-o"lr Helton Fire PROJECT INFORMATION Job JK Monarch Lot #7 14002 Macadams Rd So. Tukwila WA Sheet 1 Date 02/27/18 Job: MACADAS7 Occupancy Area per Sprinkler Sprinklers Number of Sprinklers Calculated: Authority having Jurisdiction System type_ _ Wet Water Supply 140.00 psi Static, Light Hazard 256 Sq ft 16X16 Viking vk949 4.9K 2 heads Tukwila Fire Dept 130.00 psi Residual @ 26.0 gpm Demand CALCULATION SUMMARY 28.76 psi @ 26.0 gpm @ B.O.R. 32.85 psi @ 26.0 gpm @ Supply 130.00 psi available @ 26.0 gpm Below curve by 97.15 psi PROGRAM: 'HydroCalc' by Micro Space Systems www.microspacesystems.com • • ClRTIPICA wA OPON STA SP C�NIP ▪ /MR PROTECTION LtR SYSTEMS • S Pete Helton 9390-0601-A Level 1 ▪ Helton Fire Pr„tection ▪ H - OFP965NC g.... S afi 5'06-1D PlAW 11 11 i II Ico no V (P8$. V p • ,QOc -.1038 MU I 0 0) O — i q C v O — 0) o- 8 — O 0 JK, Monarch Lot #7 Sheet 3 Helton Fire Description of Fitting abbreviations Code Description PE Plastic 90 degree Elbow PTR Plastic Tee flow thru run BKF Backflow preventor MTR Meter Loss Description of Other abbreviations Code Description DR Drop BL Branch Line 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) L Actual pipe length F Fitting equivalent pipe length T Total pipe length MACADAS7 02/27/18 9:37pm Sheet 4 Helton Fire Srinkler Systems Hydraulic Flow Calculations JK Monarch Lot #7 14002 Macadams Rd So. Tukwila WA Raw data previous to any calculations No. Code Diam Length Kfacl Kfac2 1 DR1 2 DR2 3 BL1 4 RI1 5 UG1 6 UG2 1.109 1.109 1.109 1.109 1.602 1.109 0.50 4.9 0.50 4.9 40.00 DR1 DR2 5.00 BL1 -4 50.00 RI1 0.00 UG1 -3 Press Elev Hose HW Vel Fittings 7.000 -0.500 0.0 150 7.000 -0.500 0.0 150 0.000 -0.500 0.0 150 0.000 18.000 0.0 150 0.000 -0.500 0.0 150 0.000 -0.500 0.0 150 32 1PE 32 1PE,1PTR 32 4PE,4PTR 32 2PE,4PTR,1BKF 32 4PE 32 1MTR MACADAS7 02/27/18 9:37pm Sheet 5 Helton Fire Srinkler Systems Hydraulic Flow Calculations JK Monarch Lot #7 14002 Macadams Rd So. Tukwila WA Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Drop 1 C = 150 = L 0.5 PT 7.00 1 13.0=4.90(7.00)^.5 F 7.0 PE -0.22 (EL= -0.5 ft) 1 13.0 1.109 1PE T 7.5 0.02945 PF 0.22 4.3 PT 7.00 3 B1 Jct K -factor for drop 1 = 13.0/(7.00)^.5 = 4.91 Drop 2 L 0.5 PT 7.00 2 13.0=4.90(7.00)A.5 F 8.0 PE -0.22 2 13.0 1.109 1PE 1PTR T 8.5 0.02945 PF 0.25 PT 7.03 3 K -factor for drop 2 = 13.0/(7.03)^.5 = 4.90 C = 150 (EL= -0.5 ft) 4.3 B1 Jct MACADAS7 02/27/18 9:37pm Sheet 6 Helton Fire Srinkler Systems Hydraulic Flow Calculations JK Monarch Lot #7 14002 Macadams Rd So. Tukwila WA Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Branchline No. 1 ______= K=9.81=4.91+4.90 L 40.0 PT 7.03, 3 26.0=9.81(7.03)^.5 F 32.0 PE -0.22 3 26.0 1.109 4PE 4PTR T 72.0 0.10688 PF 7.70 PT 14.51 4 K -factor for branchline no. 1 = 26.0/(14.51)^.5 = 6.83 Notes C = 150 DR1 + DR2 (EL= -0.5 ft) 8.6 Top of Riser MACADAS7 02/27/18 9:37pm Sheet 7 Helton Fire Srinkler Systems Hydraulic Flow Calculations JK Monarch Lot #7 14002 Macadams Rd So. Tukwila WA Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Riser C = 150 L 5.0 PT 14.51 4 BL1 F 18.0 PE 7.79 (EL= 18.0 ft) 4 26.0 1.109 2PE 4PTR T 23.0 0.10673 PF 6.45 8.6 1BKF = 4.00# 1BKF PT 28.76 5 B.O.R. Under ground C = 150 ___________= L 50.0 PT 28.76 5 B.O.R. F 36.0 PE -0.22 (EL= -0.5 ft) 5 26.0 1.602 4PE T 86.0 0.01780 PF 1.53 4.1 PT 30.07 6 Under ground C = 150 __= L 0.0 PT 30.07 6 B.O.R. F 0.0 PE -0.22 (EL= -0.5 ft) 6 26.0 1.109 1MTR T 0.0 0.00000 PF 3.00 8.6 1MTR = 3.00# PT 32.85 7 Supply Jct Available flow at 32.85 psi is 93.7 gpm which is 67.7 gpm from curve. Supply pressure available with 26.0 gpm flowing is 130.00 psi, thus system requirement is 97.15 psi below supply curve. (74.7%) MACADAS7 02/27/18 9:37pm Sheet 8 Supply Analysis Node at Static Residual Available Total Required Source Pressure Pressure Flow Pressure Demand Pressure 7 140.00 130.00 26.0 130.00 26.0 32.85 Node Analysis Elevation Node Type Pressure Discharge Node (ft) K -Value Source (psi) (gpm) 1 16.00 Orif= 4.90 7.00 13.0 2 16.00 Orif= 4.90 7.00 13.0 3 16.50 7.03 4 17.00 14.51 5 -1.00 28.76 6 -0.50 30.07 7 0.00 Supply 32.85 Notes MACADAS7 02/27/18 9:37pm Sheet 9 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 16.00 4.90 3 16.50 ====_== _ _ _ ____ 13.0 1" 1PE L 0.5 150 Pt 7.00 F 7.0 4.3 Pe -0.22 13.0 1.109 7.0 T 7.5 0.0295 Pf 0.22 DR1:K=4.91 2 16.00 4.90 13.0 1" 1PE 1PTR L 0.5 150 Pt 7.00 2 F 8.0 4.3 Pe -0.22 3 16.50 13.0 1.109 8.0 T 8.5 0.0295 Pf 0.25 DR2:K=4.90 3 16.50 9.81 [26.0] 1" 4PE 4PTR L 40.0 150 Pt 7.03 DR1 + DR2 3 F 32.0 8.6 Pe -0.22 4 17.00 26.0 1.109 32.0 T 72.0 0.1069 Pf 7.69 BL1:K=6.83 4 17.00 6.83 [26.0] 1" 2PE 4PTR L 5.0 150 Pt 14.51 Top of Riser 4 1BKF F 18.0 8.6 Pe 7.79 1BKF = 4.00# 5 -1.00 26.0 1.109 18.0 T 23.0 0.1067 Pf 6.45 5 5 -1.00 6 -0.50 1 1/2" 4PE L 50.0 150 Pt 28.76 F 36.0 4.1 Pe -0.22 26.0 1.602 36.0 T 86.0 0.0178 Pf 1.53 6 -0.50 1" L 0.0 150 Pt 30.07 6 F 0.0 8.6 Pe -0.22 1MTR = 3.00# 7 0.00 26.0 1.109 T 0.0 0.1067 Pf 3.00 Supply FOUNDATION NOTES: 1. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED SOIL. 2. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 3. ALL BEAMS TO BE 4x10 DFL 02 ON 4x4 POSTS (4x6 AT SPLICES) ON 24' DIA. x 8' CONC. PADS UNLESS NOTED OTHERWISE. 4. ALL POSTS TO BE ANCHORED AGAINST LATERAL MOVEMENT. 5. SOLID BLOCK AT ALL POINT LOADS FROM ABOVE. 6. FLOOR JOISTS SHOULD BE SUPPORTED LATERALLY AT EACH END AND AT EACH SUPPORT, 5Y SOLiD BLOCKING OR BY ANOTHER APPROVED METHOD. 1. PROVIDE MINIMUM 18'-24' CRAWL ACCESS. *CRAWL ACCESS HATCHES OR DOORS SHALL BE WEATI-IERSTRIPPED AND INSULATED TO A LEVEL. EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. S. PROVIDE CRAWL SPACE VENTILATION PER IRC SECTION 8408. *FOUNDATION VENTS SHALL BE PLACED SO THAT THE TOP OF THE VENT IS BELOW THE LOWER SURFACE OF THE FLOOR INSULATION. 9. INTERIOR GRADE OF CRAWL SPACE SHALL BE SLOPED TO DRAIN AND INSURE THE REMOVAL OF WATER. 10.PREVENT WOOD TO CONC. CONTACT W/CONT. FLASHING OR APPROVE MEMBRANE. 11. ® INDICATES 'SIMPSON' HOLDDOWN. 12. SEE SHEARWALL SCHEDULE FOR ANCHOR BOLT SIZE 4 SPACING (SI -IT S1.0). F KWILA FIRE DEPARTMENT TME1 T I lease coli 206-575- )7 and :give this T. Permit No. 18- - ± And exact adds for shut own cc re." icon npmval. CUSC Ora.t.{ Plow SwiEct\ r 11 l ck T -I O w► /11 17aIi {Z...x al 2_ L)1x"TA I I, O Without Comments As Noted in Red O 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 auuthorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void tnis ecceptance and will require a resubmittal of reviseci drawings for subsequent approval. Final acceptance Is sube: : to field test and inspection by The Tukwila Fire Pr,tVetitiO0 Sureau. Date. . 3 -1q -i 3 ,j i' I ii ��. • l-iidro ret„;. • Flow ) f -o-1- re2/, . • Sha lti 6 ei-ic.►o1 wf te(J lx I f. STUD NOTCHING AND BORING BEARING OR EXTERIOR WALL NOTCH 25%, BORING 409. - 60% BORING iF DOUBLED t LESS OR EQUAL SUCCESSIVE STUDS. - NON-BEARING MAXIMUM NOTCH 406, BORING 60%. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. NOTE - FASTENERS FOR TREATED WOOD TO BE HOT -DIPPED GALVANIZED, STAINLESS STEEL, SILICONE, BRONZE OR COPPER. f .rwe v.--y+e.e,Sv..+�e•v. veal! tetS,Jl 5.w;.►ac l.Sv.,+wSP ...:.p.tffvr ti Kerli..0efa 1-47 U1W-I0LE HOUSE VENTILATiON: INTEGRATED: INTEGRATED WITH FURNACE SEE SHEET N-2 FOR REQUIREMENTS. *REFER TO SHEET N-2 TABLE 1501.3.3(1) 4 1501.3.3(2) FOR FAN SiZING AND RUN TiMES 32'-0' 1w -it ' 12'-0 FURNACE TO HAVE A DUCT FOR OUTSIDE AIR, MOTORIZED DAMPER WITH TIMER AND CONTROLS ARE TO BE ADDED FOR THE REQUIRED FRESH AiR EXCHANGE. 12'-0' ■ 1 - \bc 30'SQ. X10'T CONC. FTG. W/(3)'4 E.W. -� 134 30'SQ. X10'T CONC. FTG. W/(3)04 E1iJ.- N 1 v 9'-3' R.O. FOR GAR. D ix 3'-9' jr 4'-0' 24'SQ. X10'T CONC. FTG. W/(2)'4 E.W. 4' CONC. SLAB OVER 4' COMPACT SAND AND GRAVEL BASE 444 �lx 41 4 BARS Q 18' OAC. 1 1 1 I e .A m 30'SQ. XI0'T CONC. FTG W/(3)'4 FORDR D-✓ 24'SQ. X10'T CONC. FTG. W/(2)'4 E.W. --� 4' CONC. SLAB 30'SQ. X10'T CONC. OVER 4' COMPACT FTG. LW(3)04 E�l1 SAND AND GRAVEL BASE R-10 RIGID INS. AT ENTIRE SLAB ♦ ♦ • 24'SQ. X10'T FTG. 1.0/(2)04 E.I.U. 12'-0' 04 A 15' O.C. 19'-6' 1'-6' 32' -00 32'-0' .S� 121-6' 4' CONC. SLAB OVER 4' COMPACT SAND AND GRAVEL BASE POUNflATION PLAN 32'-0' / 12'-0' 5'-1' 6'-11' 3'-9, 4'-2 '-e ' 1'-4' 2/0X$/0 SI -I r u (X1 E.F. 50 _PATH B' CLG. SAN 3/X510 SH ZNA in Z -p 3 O HDR, 6'-8' UPPER FFLSEE ELEV.). 5EDR00M-1 8' CLG. EGRESS DNI6R .1 _T L_ • 11 1 -3 11- 2/0X5/0 SH al F EP. H 5' LG. 36' WALL W/ WOOD CAP OR OPEN RAIL PER IRC >-o LOFT NZ,j 8' CIG. 1 AA. 1 1'-11i' 7-0 W U 1 8' CLG. 50 CFM S.G. 4/0X4/6 X0 3/0X4/6 FX 81-5' ♦ S.D. 9 in 3'-1i' BEDROOM -2 8' CLG. EGRESS 0 6'-0' 61-0' 3'-9' 3'-9' 6'-3' 4/0X46 XO 61-3' 12'-0' 11-61 12'-6' 32'-0' UPPER FLOOR PLAN ♦ ♦ ♦� ♦ INTERIOR STAIRWAY ILLUMNATION PER SEC R303.1 IRC INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS. STAIRWAY ILLUMNATION SHALL RECEIVE PRIMARY POUER FROM THE BUILDING WIRING. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOt LESS THAN 1 FOOT-CANDLE MEASURED AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OR MORE RISERS. EXCEPTION: A SWITCH IS NOT REQUIRED WIERE REMOTE, CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS PROVIDED.. EXTERIOR STAIRWAY ILLUMINATION PER SEC 83036 IRC EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE TOP LANDING CF THE STAIRWAY. STAIRWAY ILLUMNATION SHALL RECEIVE PRIMARY POWER FROM THE.BUILDNG WIRING. EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY. 32'-0' 12'-0' 12'-0' 6'-0' 6'-0' 3/0X4 XO 4'-2' 3/0 /o FX HDR * 13' vz' OFF FF. Z•4 REFS (SEE ELEv) S.G. /1C Up COOP A Fromm Aboye.. Sa zo ON 16R UP16R 9' CLQ -E . 50 CFM 3/0X5/c, FX 4/085/6 Xo 6'-0' 6'-0' 6/0X6/0 XOX MANUF. NAT. GAS METAL FIREPLACE IN3 L PER MFR SPE '-. GREAT ROOM 9' CIG. 2' -ii 3'-9' 12'-0' 1'..-6' 3'-9' 4/0X5/6 X0 / 12'-6' 6'-3' ar N ♦9 i4 32'-0' MAIN FLOOR PLAN v4•.r_o. 1W-11' 2'-0' �t? ♦♦♦ d) WALL MOUNTED RINNAI RUC801 NAT. GAS © HOT WATER SYSTEM IL (ENERGY FACTOR■0/96) TANKLESS - - - -' 15s' MiN. SOLID CORE SELF CLOSING DOOR WOOD,STEEL OR 20 MIN. RATED NO DUCT OPENINGS IN GARAGE. A 1 DUCTS THROUGH CLG OR WALL COMMON TO HOUSE, MIN. 26 GAGE STEEL. • UP16R 4'-I' • 11 044 sir COVERED PORCH - CowC• 8/0X8f© SGD S.G. UNDER STAIR PROTECTION PER 83021 ENCLOSE ACCESSIBLE SPACE W/ 1/2' G.W.B. r 9/0 x 8/0 O.H. DOOR 9'-3R.O. (2)1/0X6,/0 SL S.G. BLUE 18 AWG TRACER OM X A r • N n WMETAL WATERDSERVICE 12'-0' PiPING PER UPC 6049 19'-6' 6'-3' 4/0X6/0 X0 6'-3' 12'-6' 32'-0' LANDING AT 'EXIT' DOOR NOT TO BE LOWER THAN 15 INCHES Mom TOP OF THRESHOLD (83113.1) COPYRIGHT 2017 Landmark Design Inc. AIL moss R'ESERvED LOR FLOOR PLAN 1/4"=1"-0" ENERA NOTE : 1. ALL WOO( TO BE IN CCORMANCE WiTH 2015 IRC. • VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES TO OUTSIDES.` 3. VENT WATER HEATER PRESSURE RELIEF VALVES TO OUTSIDE: 4. PROVIDE! FIRE BLOCKING AT ALL PLUMBING AND MECHANICAL PENETRATIONS. 5. ALL SI4OWER WALLS TO BE WATERPROOF TO MINIMUM 12' ABOVE DRAIN. 6. SHOWERI-EADS t KITCHEN FAUCET TO BE LIMITED TO MAxIMU`1 1.15 G.P.M. FLOW. ALL OTHER LAVATORY FAUCETS TO BE LiMITED TO MAXIMUM 1.0 G.PM FLOW. 1. ALL GLAZING WITHIN 60' ABOVE DRAIN INLET TO BE SAFETY GLASS. 8. ALL GLAZING WiTHiN 24' OF DOOR OR WITHIN 18' OF FLOOR TO BE SAFETY GLASS 9. SMOKE ALARMS - TO BE INSTALLED PER SEC 83143 IN THE FOLLOWING LOCATIONS: iN EACH SLEEPING: ROOMS, OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE gEDROOMS . ON EACH ADDITIONAL STORY OF THE 'DWELLING, INCLUDING BASEMENTS AND 14ABITABLE ATTICS, AND ALARMS TO BE INSTALLED NOT LESS THAN '3 FT. HORIZONTALLY FROM A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER. ALARMS TO E3E INTERCONNECTED iN SUCH A MANNER THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. ■SMOKE ALARM -CARBON MONOXIDE COMBO. 10. pROViD : CARBON MONOXIDE ALARMS PER SEC. 8315 AN APPtvOVED CARSON MONOXIDE ALARM SHALL BE INSTALLED ON EACH FLOOR 4 OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE P EDR00MS. PER 2015 IRC 4 WA. STATE AMENDMENTS SEC 8315. 11. INSULATE ALL WATER PIPES TO MINIMUM R-3 PER WSEC R403.53. 12. ALL DUCTS 4 EXHAUST DUCTS IN UNCONDITIONED SPACES Si -TALL BE INSULATED TO A MINIMUM OF R-8 PEim WSEC R4033.1. DUCTS WITHIN A CONCRETE SLAB_ Ole iN THE GROUND SHALL BE INSULATED TO R-10 WITH INSULATION DESIGNED TO BE USED BELOW GRADE. 13. EXHAUST AIR SHALL NOT BE DIRECTED ONTO WALKWA`-S. ALL EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING. PER 830352. 14. SaagLerittralLialal2EQIEME121201024152, WHERE PIPING IS INSTALLED THROUGH HOLES OR NOTCHES IN FRAMING MEMBERS AND THE PIPING IS LOCATES, LESS THAN 1-1/2 INCHES FROM THE FRAMING MEMBER FACE TO WHICH WALL, CEILING OR FLOOR MEMBRANES WILL BE ATTACHED, THE PIPE SHALL BE PROTECTED BY SHIELD PLATES THAT COYER THE WIDTH OF THE PIPE AND THE PRATING MEMBER AND THAT EXTEND NOT LESS THAN 4 INCHES TO EACH SIDE OF THE FRAMING MEMBER. WHERE THE FRAMING MEMBER THAT THE PIPING PASSES THROUGH IS A` BOTTOM' PLATE, BOTTOM TRACK, TOP PLATE OR TOP TRACK, THE SHIELD PLATES SHALL COVER THE FRAMING MEMBER AND EXTEND NOT LESS THAN 4 INCHES ABOVE THE BOTTOM FRAMING MEMBER AND NOT LESS THAN 4 INCHES BELOW THE TOP FRAMING MEMBER' 15. ATTIC 4 GRAIL ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUND ENG SURFACES 16. W1 -IDLE HOUSE VENTILATION 24 HR TIMER, READILY ACCESSIBLE` 4 WITH LABEL AFFIXED TO CONTROL THAT READS 'WHOLE HOUSE VENTILATION' (SEE OPERATED INSTRUCTIONS) 11. DRYER PUCT`SPECIFIEI'LLENGTH PER SEC M1502.4.SJL THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET(10.668mm) FROM THE CONNECtION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH THE TABLE MI502.4.5.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSiTION DUCT. 18. CAVITIES WiTHIN CORNERS AND HEADERS OF FRAME WALLS SHALL BE INSULATED BY COMPLETELY FILLING THE CAVITY WITH A MATERIAL HAVING A THERMAL RESISTANCE OF R-3 PER INCH MINIMUM PER 2015 WSEC TABLE 8402.4.1.1. UTILITY 1" 1 NOTESfiiAKE UP AIR: PER IRC G2439 1 `WI -ERE TIS EXHAUST DUCT IS CONCEALED D WITHIN THE BUILDING CONSTRUCTION AND THE EXHAUST DUCT EQUIVALENT LENGTH EXCEEDS 35 FT., THE EQUIVALENT LENGTH OF THE EXHAUST ;DUCT SHALL BE IDENTIFIED ON A pERIMIENT LABEL OR TAG. THE LABEL OR TAG SHAT -L 13E LOCATED WITHIN 6 FT OF THE EXHAUST DUCT CONNECTION PER G2439.1.5. 2. INSTALLATIONS EXIHAISTiNG MORE THAN 200 CFM SHAT -L EE PROVIDED WITH MAKE UP AIR. WHEN A CLOSET IS DESIGNED FOR THE INSTALLATION OF A CLOTHES DRYER, AN OPENING HAVING AN AREA OF NOT LESS THAN 100 Q. i!CHES FOR MAKE UP AIR SHALL BE PROVIDED M THE. CLOSET ENCLOSURE, OR MAKE Up` AIR SHALL BE PROVIDED BY OTI-ER APPR. MEANS PER G2439.5. _;y ry : ■ 100 SQ INCH TRANSFER GRILL LOSER FLOOR: 334 SCS. FT. MAIN FLOOR: 610 SO. FT. UP'P'ER FLOOR: 655 SCS. FT. TOTAL: IS'74:1 SO. FT. GARAGE: 22 ► SO. FT. FRONT PORCH " 20 SO. FT. REAR PORCH: 36 SO. FT. W E 4,_, E, E O. 1 wz a a.c .a r� w �, 1 41 • xaw PAID MAR -2 2010 TUKW AFIRE e C.57-7 % Mi 2 ami n to tri) 3 U 1/40E - N z o '? >,0 r~ H a�