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HomeMy WebLinkAboutPP - 4723 S 144TH ST - UNKNOWN - PERMITS AND PLANS4723 S 144TH ST ASSOCIATED PERMITS 17-5-122 D17-0035 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:Ty %V Ptf.l e of Inspection: 4,[14›- ---1'.../4,f- .._ i Address: Suite #: 4(72.3 S i gy # T Contact Person: Special Instructions: Permits: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: g.e-dee, 71)„rb - fieY7) iCr Sac-. 2- getaS 3o Se-- o 40 Asy-e4/ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: —fres '� S-3 Date: -7/1.7 h 7 Hrs.: Z. ?6 T 7 $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 bn - 00 35' fl -S- I ZZ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project 547‘)Type 1/n ofrj/ Address: ( Suite #: V2,a3 J i Y44 r - Contact Person: Special Instructions: Phone No.: pproved per applicable codes. Corrections required prior to approval. COMMENTS: Fig �i.�-1 - F/t5.5. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:47.._ p7 5-3 Date: 71/57/ -7 Hrs.: /, a $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 MssFormat P P 10 "Courier New" 2.00 3 0 Sheet 1 Helton Fire Date 06/04/17 Job: SYLVAN10 PROJECT INFORMATION Job Sylvan Lot 3 4723S144th St Tukwila WA Occupancy Area per Sprinkler Sprinklers Number of Sprinklers Calculated: Light Hazard 256 sq ft Tyco LF -2 Concealled 4.9K 2 heads Authority having Jurisdiction_ _ Tukwila Fire System type_ _ Wet Water Supply 80.00 psi Static, 70.00 psi Residual @ 26.0 gpm Demand CALCULATION SUMMARY 26.17 psi @ 26.0 gpm @ B.O.R. 30.44 psi @ 26.0 gpm @ Supply 70.00 psi available @ 26.0 gpm Below curve by 39.56 psi PROGRAM: 'HydroCalc' by Micro Space Systems www.microspacesystems.com • FIRE PRO?E t ingffSPRignrNK w1 • Pete Helton 9390-0601-A Level 1 :ielton Fire Protection} OFP965NC ,p 6-447 ',MUM Date ______BOM 111111111111121111 -n 2 0 0 at as co 8 Pressure (PSI) 8 0 8 Sheet 2 8 a MssFormat P P 10 "Courier New" Sylvan Lot 3 2.00 3 0 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 Sheet 3 SYLVAN10 06/04/17 10:24pm Sheet 4 Helton Fire Srinkler Systems Hydraulic Flow Calculations Sylvan Lot 3 4723S144th St Tukwila WA Raw data previous to any calculations No. Code Diam Length Kfacl Kfac2 1 DR1 1.109 0.50 2 DR2 1.109 0.50 3 BL1 1.109 44.00 4 RI1 1.109 6.00 5 UG1 1.602 60.00 6 UG2 0.884 0.00 4.9 4.9 DR1 DR2 BL1 -4 RI1 UG1 -3 Press Elev Hose HW Vel 7.000 -0.500 0.0 150 32 7.000 -0.500 0.0 150 32 0.000 -0.500 0.0 150 32 0.000 14.000 0.0 150 32 0.000 -0.500 0.0 150 32 0.000 -0.500 0.0 150 32 Fittings 1PE 1PE,1PTR 2PE,5PTR 2PE,4PTR,1BKF 4PE 1MTR SYLVAN10 06/04/17 10:24pm Sheet 5 Helton Fire Srinkler Systems Hydraulic Flow Calculations Sylvan Lot 3 4723S144th St 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)^.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 4.3 C = 150 (EL= -0.5 ft) B1 Jct SYLVAN10 06/04/17 10:24pm Sheet 6 Helton Fire Srinkler Systems Hydraulic Flow Calculations Sylvan Lot 3 4723S144th St 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. 1 C = 150 _______= K=9.81=4.91+4.90 L 44.0 PT 7.03 3 DR1 + DR2 26.0=9.81(7.03)".5 F 19.0 PE -0.22 (EL= -0.5 ft) 3 26.0 1.109 2PE 5PTR T 63.0 0.10688 PF 6.73 8.6 PT 13.55 4 Top of Riser K -factor for branchline no. 1 = 26.0/(13.55)".5 = 7.06 SYLVAN10 06/04/17 10:24pm Sheet 7 Helton Fire Srinkler Systems Hydraulic Flow Calculations Sylvan Lot 3 4723S144th St 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 6.0 PT 13.55 4 BL1 F 18.0 PE 6.06 (EL= 14.0 ft) 4 26.0 1.109 2PE 4PTR T 24.0 0.10675 PF 6.56 8.6 1BKF = 4.00# 1BKF PT 26.17 5 B.O.R. Under ground C = 150 ___________= L 60.0 PT 26.17 5 B.O.R. F 36.0 PE -0.22 (EL= -0.5 ft) 5 26.0 1.602 4PE T 96.0 0.01780 PF 1.71 4.1 PT 27.66 6 Under ground C = 150 = L 0.0 PT 27.66 6 B.O.R. F 0.0 PE -0.22 (EL= -0.5 ft) 6 26.0 0.884 1MTR T 0.0 0.00000 PF 3.00 13.6 1MTR = 3.00# PT 30.44 7 Supply Jct Available flow at 30.44 psi is 61.8 gpm which is 35.8 gpm from curve. Supply pressure available with 26.0 gpm flowing is 70.00 psi, thus system requirement is 39.56 psi below supply curve. (56.5%) SYLVAN10 06/04/17 10:24pm Sheet 8 Supply Analysis Available Total Flow Pressure Demand Node at Source __ 7 Static Pressure _____ 80.00 Residual Pressure 70.00 26.0 70.00 26.0 Node Analysis Elevation Node Type Node (ft) K -Value Source 1 12.00 Orif= 4.90 2 12.00 Orif= 4.90 3 12.50 4 13.00 5 -1.00 6 -0.50 7 0.00 Supply Required Pressure Pressure Discharge (psi) (gpm) 7.00 7.00 7.03 13.55 26.17 27.66 30.44 13.0 13.0 30.44 _ Notes =_----_- SYLVAN10 06/04/17 10:24pm • Nodel Elevl Kfactor Pipe (ft) Node2 Elev2 1 Pipe Information Qadd Nominal Fittings Hose ID Qtot Actual Length =-..=========== 1 12.00 4.90 13.0 1" 1PE 3 12.50 13.0 1.109 Sheet 9 L (ft) Cfac Total Pt F (ft) Vel Elev Pe T (ft) Psi/Ft Fric Pf Notes ====...n_x-=_. L 0.5 150 Pt 7.00 F 7.0 4.3 Pe -0.22 7.0 T 7.5 0.0295 Pf 0.22 DR1:K=4.91 2 2 12.00 4.90 3 12.50 13.0 1" 1PE 1PTR 13.0 1.109 8.0 L 0.5 150 Pt 7.00 F 8.0 4.3 Pe -0.22 T 8.5 0.0295 Pf 0.25 DR2:K=4.90 3 3 12.50 9.81 4 13.00 [26.0] 1" 2PE 5PTR L 44.0 150 Pt 7.03 DRI + DR2 F 19.0 8.6 Pe -0.22 26.0 1.109 19.0 T 63.0 0.1069 Pf 6.73 BL1:K=7.06 4 4 13.00 7.06 5 -1.00 5 [26.0] 1" 2PE 4PTR 1BKF 26.0 1.109 18.0 L 6.0 150 Pt 13.55 Top of Riser F 18.0 8.6 Pe 6.06 1BKF = 4.00# T 24.0 0.1067 Pf 6.56 5 -1.00 6 -0.50 1 1/2" 4PE 26.0 1.602 36.0 L 60.0 150 Pt 26.17 F 36.0 4.1 Pe -0.22 T 96.0 0.0178 Pf 1.71 6 6 -0.50 7 0.00 3/4" 26.0 0.884 L 0.0 150 Pt 27.66 F 0.0 13.6 Pe -0.22 1MTR = 3.00# T 0.0 0.3220 Pf 3.00 Supply q�-23 s_ l�-4� sq - DUCTS -DUCTS SHALL BE LEAK TESTED IN ACCORDANCE WITH RS -33 PER WSEC 1240322 -DUCTS; AIR HANDLERS, FILTER BOXES 51-IALL BE SEALED A5 PER M1601.4.1-840323 -PROVIDE ONE LAYER iia' GWB TYPE 'X' AT CEILINGS COMMON WITH HABITABLE AREAS - WHERE THE SEPARATION 15 A FLOOR - CEILING ASSEMBLY, CLAD ALL SUPPORT COLUMNS, BEAMS AND WALLS WITH ONE LAYER 1/2' GWS. - THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ATTIC AREA WITH NO LESS THAN 1/2' GWB ON THE GARAGE SIDE. DRYER VENT' PROVIDE PERMANENT LABEL IDENTIFYING ALLOWABLE LENGTH OF DRYER VENT DUCK (LOCATE WITHIN 6 FEET CF DUCT CONNECTION) PER MI502.45 'NOTE' BUILDING AIR LEAKAGE TEST REQUIRED A5 PER WSEC R402.4.12 BLUE 18 AWG TRACER WIRE REQUIRED AT ALL NON-METAL WATER SERVICE PIPING PER UPC 604.9 LANDING AT EXTERIOR DOORWAY SHALL NOT BE MORE THAN 13/4' BELOW THE TOP OF THRESHOLD PROVIDED THE DOOR, OTHER THAN EXTERIOR STORM OR SCREEN DOORS DOES NOT SWING OVER THE LANDING. IRC 831132 CONCRETE CANNOT BE POURED DIRECTLY AGAINST WOOD. WOOD SIDINGS, OR MANUFACTURED SIDING PRODUCTS. CONCRETE CAN BE POURED AGAINST WOOD IN SUCH A MANOR A5 TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR STRUCTURAL FRAMING COMPONENTS WHEN FLASHING AND FELT PAPER HAVE BEEN APPLIED OVER THE WOOD. WITH WOOD SIDING A 2' VERTICAL CLEARANCE 1-IA5 TO BE MAINTAINED BETWEEN THE WOOD SIDING AND THE CONCRETE SLAB. 811.1 45. MANUFACTURED SIDING, THE MINIMUM VERTICAL DISTANCE OF I' 1-1A5 TO BE MAINTAINED OR AS STATED N THE MANUFACTURE'S INSTALLATION GUIDE. Without Commei:rs As NUI. -.o in Rei{ {� Per The Attached Letter These plans have been reviewed by Tne Tukwila Fire rre,ientlon Bureau for conformance w: h current City er?noara . Acce.iteoc:e is subjec. tr - ror5 and L,nisslons-which r;, n,.. au+horie vioiatlons of adopted 3cdards and cr =nann s Tne responsinilicy for the dequacy of dei --on re_ $ tn_ IIy with (lie i es; jeer. =,ctiosis, deletion 1: ; e;;islons to ;:hese. drawings after his date- will vvd 4 _ :eatance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to tle.ld test and inspection by Tne Tukwila Fire lei evention 3ui eau. Date: �'f �- -) % By: '`') I f r -I (b v 61/-64.' 42* r` (1)51,, 4A • - 14-1440 rttuv). l- 4. 1.115 tI.14 b'-W?ZIetr2.64,11. 5'-10' TU WILA FIRE DEPARTMENT Please call 206-575-4407 and give. this Fire Permit No. 17— and exact address for shut- down hindown or resstortion approval. SIDING PRODUCT TUCK CORROSION RESISTANT METAL FLA "ING UNDER SIDING GAP (VARIES) PER TYPE OF SIDING 2' MIN. SEE SIDING SPECIFICATIONS RI1.1 SLOPE CONCRETE AWAY FROM BUILDING (1/4' PER FOOT MAX. SLOPE FOR LANDINGS) WOOD TO CONCRETE FLAS14ING DETAIL SCALE: N.T.G. SMOKE DETECTORS OSD INSTALL SMOKE DETECTORS WHERE INDICATED CARBON MONOXIDE ALARMS O C/M INSTALL CARBON MONOXIDE ALARM PER CODE VENTILATION SCHEDULE VENTILATION REQUIREMENTS OF IRC TABLE M1501.4 SYMBOL :.x rc., Y -: • ' $wi, :.. iu 3 .:. 4 9 'S i, .ry4 h„ w' �:i. \ 4i. ` r.. KITCHENS 100 CFM INTERMITTENT OR (V.T.0) 25 CFM CONTINUOUS .' ,. , 3 ii .rfi 1 1545 2 BATHROOMS -TOILET ROOMS MECHANICAL EXHAUST CAPACITY (V.T.0) OF 50 CFM MIN. INTERMITTENT OR 20 CFM CONTINUOUS VENTILATION RATE FOR WHOLE HOUSE FAN TO BE 15 CFM PER TABLE M150133(1) INDOOR AIR QUALITY HVAC CONTRACTOR TO SPECIFY LOCATION. 5050 XO 1 a' N '\ :.x rc., Y -: • ' $wi, :.. iu 3 .:. 4 9 'S i, .ry4 h„ w' �:i. \ 4i. ` r.. SF. .' ,. , 3 ii .rfi t .t 1545 TOTAL: SF. GARAGE: 694 un ,✓is 5 .tx`, .i:ice .k»s L'�'ti eft .,t''t%'"t+ .9xe.. �r yv5",... »... GLAZING SUMMARY ,1 i 31�v `°,;rn;kxd'�x;�a•. ,,:9. ° SF. DOORS W/ MORE THAN 50% GLAZING: 0 SF. SKYLIGHTS: 0 SF. TOTAL: 0 SF. GLAZING PERCENT: 0 % WDW SF / FLR SF. (%) `VENT' W Et v V Z I RANGE (ViO) c' �, X3P) 1► I _2 Q A. .0 I 1 i / [ I .417-4C 0 0 GA, -PET I IN , I II L24-.4; i, 2i , DEcT � r4i: ��� � � o KI 7 WEN 1. I X �' {{((al D\II tR I N {{\ - {� f {Ei�t° 4-If CARPET bl `t vi 4Y 1 i i I 1 1� -10� z'- 1 2480 1 � ►� m ` i w f �110V G ! �} SD - 1 y� � � ham �; ° f � ATH 4 �. _°moi.• ,�+► i- .�.. r i i-1 1 I I >. 1 '- > -1 wzar c -A' p , - ( I SH -LYES B ` 3 CAR GARAGE � ,r � 2 e 1' l tt�� s�C�O1` MUD 4' I OV OSP ©C CONC. - I VINYL _ - f 21-3' 2'-9' ,� ,� i' ; HALL WAY 5 -0' 4'-D -I 1 ¢� — 1- — ,, t s-, HARDWOOD ® i ( 26' HIGrI r,'4 W • L 0 t 1 III 12'-9' 1'-3 U MANUF. GAS FIREPLACE DN R "' INSTALL MFRS. SPECS PER ' GREAT ROOM OUTDOOR LIVING l� CARPET CONC. _ I 1 8e et 1 6'-3' I'-0' 14'-11' 1 cIMEN.I.il —�` 0 ` CI - `r -S)�` -itn', HOME OFFICE z ALCOVE 5,.< ALCOVE FOY _ j Q r k:$fr ` 1 ... :°" _ _ A Mil 11. dr. acv 5040 XO — , n O z 71- 1 ry tti, OPTIONAL z. DESK 5G o. t 2650 SH 1'-5' /POST 1'-3' 2'-3$' 2050 2'-I0i' FX 3'-1' 5060 XOX WRAP P.T. 6 x 6 FRONT OI�•C41 / POST TO S' COLUMN 0 1 TRIM TYP.BASE 10-0 X 6-0 4 irlra..ss. 1iitil Cr kJ Flaw ; ;* LA. WRAP P.T. 6 x 6 POST TO 100' COLUMN W/ CAPE BASE TRIM TYP. 0o oo re; L N AREA SUMMARY MAIN FLOOR: 1314 SF. UPPED FLOOR: 1545 SF. TOTAL: 2S5e SF. GARAGE: 694 SF. GLAZING SUMMARY WINDOUJS: 0 SF. DOORS W/ MORE THAN 50% GLAZING: 0 SF. SKYLIGHTS: 0 SF. TOTAL: 0 SF. GLAZING PERCENT: 0 % WDW SF / FLR SF. (%) INIT: PROJECT *: 2016 Level Design, LLC. - ALL DOOR/WINDOW HEADERS TO BE 4x10 DF=2 AT 2x6 BEARING WALLS , U.N.O., 6'-0" MAX. SPAN - ALL DOOR/WINDOW HEADERS TO BE 4x10 DF*2 AT 2x4 BEARING WALLS, UN.O., 6'-0' MAX. SPAN - WINDOW HEADERS AT 6'-S° ABOVE SUB FLOOR, UN.O. - PROVIDE FIREBLOCKING AS REQUIRED (SEE NOTES ON SHEET I) - EXTERIOR WALLS TO BE 2X6 AT 16' (MAX.) O.C. U.N.O. - INTERIOR PARTITIONS TO BE 2x4 AT 16° O.C. (2X6 6, PLUMBING WALLS, U.N.O.) - DUCTS THROUGH WALL OR CEILING COMMON TO HOUSE MIN. 26 GAGE STEEL - NO DUCT OPENINGS IN GARAGE - PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED (UN.O.) DATE: 1-'2-2016 INIT: MEI" PROJECT *: 2X4 BLOCKING- TYP, 2112' HIGH 5e' GWB TYPE 'X' AT ALL SIDES TRUSS BOTTOM CHORD 22' x 30' ATTIC ACCESS OPENING cc) GWB TYPE 'X' .% G W B. TYPE 'X' ACCESS HATCH- CEILING - INSULATE FULL DEPTH ATTIC ACCESS DETAIL SCALE: N.T.S. 4' SPHERE S. ALL NOT PASS HROUGH S' MIN. HEADROOM HANDRAIL TO BE PRESENT ON ON AT LEAST ONE SIDE OF STAIR. HANDGRIP PORTION OF HANDRAILS SHALL HAVE CIRCULAR CRO55 SECTION OF 114° MIN. 4 2' MAX. ALL REQUIRED GUARDRAILS TO 5E 36' MIN. IN HEIGHT. OPENINGS FOR REQUIRED GUARDS ON THE SIDES OF STAIR TREADS SHALL NOT ALLOW A SPHERE 43/a INCL -{ES (10-Imm) TO PASS Tl-4ROUC L 344" MIN. -11/4° MAX NOSING 2X4 THRUST BLOCK 6" SPHERE UNABLE TO PASS THROUGH OPENING BELOW STAIR INSTALL 1/2° GWS CEILING, AND WALLS (3) 2X12 STRINGERS FIRE BLOCKING a MID -SPAN AND IN STUD WALLS ALONG AND IN LINE WITH STRINGERS IF AREA UNDER STAIRS 15 UNFINISHED INTERIOR/GUARDRAIL STAIR NOTES: - HANDRAILS MUST NOT PROJECT MORE THAN 41/2' INTO THE STAIRWAY AND MUST BE ABLE TO RESIST A 200 Ib. POINT LOAD FROM ANY DIRECTION. IRC SECTIONS 8311.1.1 - LIGHTING IS REQUIRED AT THE TOP, BOTTOM, AND ANY LANDINGS WITH CONTROLS AT THE TOP AND BOTTOM OF STAIRS WITH 6 OR MORE RISERS. IRC SECTION 8303.1 - THE SPACING BETWEEN INTERMEDIATE HANDRAIL MEMBERS MUST NOT ALLOW A 4' SPHERE TO PA95 THROUGH ANY OPENING. IRC SECTION 83123 - MINIMUM STAIRWAY WIDTH ABOVE HANDRAIL SHALL BE NO LESS THAN 36 INCHES. IRC SECTION R311.1.I - STAIR 4 STAIR LANDING MINIMUM WIDTH SHALL BE NO LESS THAN 36' (3I"' CLEAR IF ONE HANDRAIL, 4 21' CLEAR IF 2 HANDRAILS. IRC SECTION R311.1.I - THE -READS LEADING EDGE CURVATURE CAN HAVE A MAX. RADIUS OF 9/16'. THE MAX. BEVELING OF THE NOSING SHALL BE NO. MORE THAN 1/2'. IRC SECTION 8311..153 - RISER OR TREAD MAXIMUM DIFFERENTIAL SHALL BE NO MORE THAN 343'. IRC SECTION 8311.15.1 - NOSING IS NOT REQUIRED FOR STAIRS WITH TREADS GREATER THAN II'. IRC SECTION 1311153 EXTERIOR STAIR NOTES: - EXTERIOR STAIR LIGHTING AT TOP LANDING WITH CONTROLS INSIDE THE DWELLING. IRC SECTION R303.1 - A MAXIMUM SLOPE OF 1:4S (2%) IS REQUIRED AT EXTERIOR LANDINGS AND TREADS FOR DRAINAGE. IRC SECTION P3113 INTERIOR WINDER STAIR NOTES: - WINDER TREADS ARE REQUIRED TO HAVE A MINIMUM OF 6' DEPTH AT INNER EDGE. IRC SECTION R3IL152.1 - WINDER TREAD DEPTH OF 10' WITH IN 12' OF THE INSIDE. IRC SECTION 8311.152.1 LANDING NOTES: - LANDING WIDTH SHALL NOT BE LESS THAN THAT OF STAIR SERVED IRC 8311.1.6 - LANDING SHALL NOT BE LESS THAN 36 INCHES IN DIRECTION OF TRAVEL IRC R311.1.6 STAIR DETAIL SCALE: N.T.S. z 0 O m 61'-0' R303.1 STAIRWAY ILLUMINATION ALL INTERIOR AND EXTERIOR STAIRWAY SHALL BE PROVIDED WITH IN A MEANS TO ILLUMINATE THE STAIR, INCLUDING TI -4E LANDING AND TREADS. INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF EACH LANDING OF THE STAIRWAY. FOR INTERIOR STAIRS THE ARTIFICIAL LIGHT SOURCES SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS THAN 1 FOOT-CANDLE MEASURED AT THE CENTER OF TREADS AND LANDINGS. EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT LOCATED IN THE IMMEDIATE VICINITY OF THE TOP LANDING OF THE STAIRWAY. EXTERIOR STAIRWAYS PROVIDING ACCESS 70 A BASEMENT FROM THE OUTSIDE GRADE LEVEL Si -TALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF THE BOTTOM LANDING OF THE STAIRWAY R3I22 WINDOW SILLS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCH ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PAR- OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIML.1 OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOF' IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTION OF WINDOW SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES CF THE FINISHED FLOOR. SG 5040 XO 5.14 2630 514 EGRESS TUB 10' x 34' 7_1312-0 X 14-2 MASTS 14-4 X 15-8 SUITE I'-10' 4'-0' 60'x32' o 7/5 39' HIGH 2x4 WALL .I.O. 11-0 X 6-10 16R UP 2026 514 2026 SG - 2630 FX 2630 DROOM 4 15-0 X 12-4 BUILDING LINE BELOW BUILDING LINE BELOW EGRESS 1 1 I o c 3'-0' 2'-9' 11/2' HARDWOOD HANDRAIL SOLID BLOCKING 46 REQUIRED PRE FINISH METAL BRACKET TYP. TYP. -IAND RA I L UPPER FLOOR PLAN © 2016 Level Design, LLC. - PROVIDE F[REBLOCKING AS REQUIRED (SEE NOTES ON SHEET I) - WINDOW HEADERS AT 6'-8" ABOVE SUB FLOOR, U.N.O. - EXTERIOR WALLS TO BE 2X6 AT 16" O.G., UN.O. - INTERIOR PARTITIONS TO BE 2X4 AT 16" O.C. (2X6 e PLUMBING WALLS) UN.O. - PROVIDE SUPPLEMENTAL JOISTS/BLOCKING BELOW SHEAR WALLS AS INDICATED ON FRAMING PLAN - PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED (UN.O.) SCALE: 1/4" =1'-0" 3 d ER SYSTEM NFPA 13D FIRE SPRI r y) (Y) 01) CON Z J 0 5 0 1,1 J ana) .8)-0 — ou�ia) o"- a) o C _J U.) .c (1)0>7�Eu) co c c -13 ('- e0 a 0 cm o4z o UU as a) (1)c t 3 N O s ami 1- ccS d C] m > Q 1- .- o 0 >, c � 6 —0 .E gC 1-0 ° -0 > a) t -= v- J it of c T. O. 3 AB 2EVISION DATE: INIT: PROJECT #: 3 DATE: 1-12-20I6 INIT: MEY PROJECT