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Home My WebLink AboutPP - 4719 S 144TH ST - UNKNOWN - PERMITS AND PLANS4719 S 144TH ST ASSOCIATED PERMITS 17-5-120 D17-0034 l INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 17-5- /2e) 1)n -o3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: iType Sprinklers: Fire Alarm: of Insp ion: Address: Suite #: t7i9 S 14(4-11-.. S 1 -- Contact Perso : Special Instructions: Special Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ivcf- 1.4-/ /3y4-1 z � s /44/ G Jo S.d€.0 dr 7e,44-1_-=_/- ;Tsai Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 77-71fc3 Date: '7/(3 /(-1 Hrs.: 2 $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 )1_3-003(i PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 1 t/ wMt Type of I ion: 7 Address: lin Suite #: y% /qj S , / Ye( Contact Person: Special Instructions: Phone No.: Approved per applicable codes. riCorrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector ,i $C3 Date: Vicli Hrs.: (- 0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billin4 Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 Helton Fire PROJECT INFORMATION Job Sylvan Lot 2 Sheet 1 Date 06/04/17 Job: SYLVAN10 y % let •$ . t `H tat Sr Occupancy Area per Sprinkler Sprinklers Number of Sprinklers Calculated: Authority having Jurisdiction_ _ System type_ Wet Water Supply 80.00 psi Static, Light Hazard 256 sq ft Tyco LF -2 Concealled 4.9K 2 heads Tukwila Fire 70.00 psi Residual @ 26.0 gpm Demand CALCULATION SUMMARY 26.70 psi @ 26.0 gpm @ B.O.R. 30.79 psi @ 26.0 gpm @ Supply 70.00 psi available @ 26.0 gpm Below curve by 39.21 psi PROGRAM: 'HydroCalc' by Micro Space Systems www.microspacesystems.com 1 CERTIFIC LYTE� 117fA TSNC I FIRE PROTECTION SPRINKLER SYSTEMS Pete Helton ;390.0601-A Level 1 Helton Fire Protection NEL FP965NC ri m7 i 8 1 1 s 0 o V 0 8 8 g h.) 0 8 Pressure (PSI) Slluan Lot 2 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 SYLVAN10 06/04/17 9:26pm Sheet 4 Helton Fire Srinkler Systems Hydraulic Flow Calculations Sylvan Lot 2 Raw data previous to any calculations No. Code Diam Length Kfacl Kfac2 Press Elev Hose HW Vel Fittings 1 DR1 1.109 0.50 4.9 7.000 -0.500 0.0 150 32 1PE 2 DR2 1.109 0.50 4.9 7.000 -0.500 0.0 150 32 1PE,1PTR 3 BL1 1.109 48.00 DR1 DR2 0.000 -0.500 0.0 150 32 2PE,6PTR 4 RI1 1.109 6.00 BL1 -4 0.000 14.000 0.0 150 32 2PE,4PTR,1BKF 5 UG1 1.602 50.00 RI1 0.000 -0.500 0.0 150 32 4PE 6 UG2 0.884 0.00 UG1 -3 0.000 -0.500 0.0 150 32 1MTR SYL\AN10 06/04/17 9:26pm Sheet 5 Helton Fire Srinkler Systems Hydraulic Flow Calculations Sylvan Lot 2 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 Bl 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 K -factor for drop 2 = 13.0/(7.03)^.5 = 4.90 C = 150 (EL= -0.5 ft) 4.3 3 Bl Jct SYLV.AN10 06/04/17 9:26pm Sheet 6 • Helton Fire Srinkler Systems Hydraulic Flow Calculations Sylvan Lot 2 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 ______= K=9.81=4.91+4.90 L 48.0 PT 7.03 3 26.0=9.81(7.03)^.5 F 20.0 PE -0.22 3 26.0 1.109 2PE 6PTR T 68.0 0.10688 PF 7.27 PT 14.08 4 1C -factor for branchline no. 1 = 26.0/(14.08)^.5 = 6.93 C = 150 DRI. + DR2 (EL= -0.5 ft) 8.6 Top of Riser SYLV.AN10 06/04/17 9:26pm Sheet 7 Helton Fire Srinkler Systems Hydraulic Flow Calculations Sylvan Lot 2 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 14.08 4 BL1 F 18.0 PE 6.06 (EL= 14.0 ft) 4 26.0 1.109 2PE 4PTR T 24.0 0.10672 PF 6.56 8.6 1BKF = 4.00# 1BKF PT 26.70 5 B.O.R. Under ground 5 26.0 1.602 Under ground 6 26.0 0.884 C = 150 L 50.0 PT 26.70 5 B.O.R. F 36.0 PE -0.22 (EL= -0.5 ft) 4PE T 86.0 0.01780 PF 1.53 4.1 PT 28.01 6 C = 150 L 0.0 PT 28.01 6 B.O.R. F 0.0 PE -0.22 (EL= -0.5 ft) 1MTR T 0.0 0.00000 PF 3.00 13.6 1MTR = 3.00# PT 30.79 7 Supply Jct Available flow at 30.79 psi is 61.5 gpm which is 35.5 gpm from curve. Supply pressure available with 26.0 gpm flowing is 70.00 psi, thus system requirement is 39.21 psi below supply curve. (56.0%) SYLVAN10 06/04/17 9:26pm Sheet 8 Supply Analysis Node at Static Residual Available Total Required Source Pressure Pressure Flow Pressure Demand Pressure 7 80.00 70.00 26.0 70.00 26.0 30.79 ==x= ____= = =33 =----2-== =_-_ Node Analysis Elevation Node Type Pressure Discharge Node (ft) K -Value Source (psi) (gpm) __ 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 _____ 7.00 7.00 7.03 14.08 26.70 28.01 30.79 13.0 13.0 Notes SYLVAN10 06/04/17 9:26pm Sheet 9 Pipe Information Nodel Elevi 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 12.00 4.90 3 12.50 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 12.00 4.90 13.0 1" 1PE 1PTR L 0.5 150 Pt 7.00 2 F 8.0 4.3 Pe -0.22 3 12.50 13.0 1.109 8.0 T 8.5 0.0295 Pf 0.25 DR2:K=4.90 3 12.50 9.81 [26.0] 1" 2PE 6PTR L 48.0 150 Pt 7.03 DR1 + DR2 3 F 20.0 8.6 Pe -0.22 4 13.00 26.0 1.109 20.0 T 68.0 0.1069 Pf 7.27 BL1:K=6.93 4 4 13.00 6.93 5 -1.00 [26.0] 1" 2PE 4PTR L 6.0 150 Pt 14.08 Top of Riser 1BKF F 18.0 8.6 Pe 6.06 1BKF = 4.00# 26.0 1.109 18.0 T 24.0 0.1067 Pf 6.56 5 5 -1.00 6 -0.50 1 1/2" 4PE L 50.0 150 Pt 26.70 F 36.0 4.1 Pe -0.22 26.0 1.602 36.0 T 86.0 0.0178 Pf 1.53 6 6 -0.50 7 0.00 3/4" L 0.0 150 Pt 28.01 F 0.0 13.6 Pe -0.22 1MTR = 3.00# 26.0 0.884 T 0.0 0.3219 Pf 3.00 Supply DUCTS -DUCTS SHALL BE LEAK TESTED IN ACCORDANCE WITH RS -33 FER 1115EG R40322 -DUCTS, AIR HANDLERS, FILTER BOXES SHALL BE SEALED A5 PER M1601.A.1-840323 -PROvIDE ONE LAYER 5%' GWS 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 112 GWB. -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 LENGT-? OF DRYER VENT DUCK (LOCATE WITHIN 6 FEET CF DUCT CONNECTION) FER MI502.45 'NOTE, BUILDING AIR LEAKAGE TEST REQUIRED A5 PER WSEC R402.4.12 BLUE 18 AIX- TRAGER WIRE REQUIRED AT ALL NON-METAL WATER SERVICE PIPING FER UPC 604.9 ID Without Comments As Noted in Red ID Per The Attached Lett?..; These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City standards. Acceptance is subjtc rc irrors?nd omissions which oc, not authorize ' ,o,tions, ;f adopted standards and ,r' :e; The responsibility for to. . adequacy of desir. , sts totally with the designer. Additions, deletio:. -visions to these drawings after { this date will vc:d rt ::eptance and will require a resubmittai of ..- :wings for subsequent approval.' Final acceptance is s oject to field test and inspection by; The Tukwila Fire Prevention Bureau. LANDING AT EXTERIOR DOORWAY SHALL NOT 5E MORE THAN 1344' BELOW THE TOP OFF THRE51-1OL D PROVIDED THE DOOR, OTHER THAN EXTERIOR STORM OR SCREEN DOORS DOES NOT SWING OYER THE LANDING. IRC R31132 Date: 7-( By: Tf ci NILA FIRE DEPARTMENT Pea .-. i 206-573-4407�and . give .ii ;i=7 a Pe fl t No. ate and exact • ddr s or shut- down or res4to� ztivn approval. CTcx.vS �. PA.) S J t `'\ R1-.5 beT4T.L_ 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 WOW SIDING A 2' VERTICAL CLEARANCE HA5 TO SE MAINTAINED BETWEEN THE WOOD SIDING AND THE CONCRETE SLAB. R11_I 5. MANUFACTURED SIDING, THE MINIMUM VERTICAL DISTANCE OF 1' HAS TO SE MAINTAINED OR AS STATED IN THE MANUFACTURE'S INSTALLATION GUIDE. bit P1. -IM LL SIDING PRODUCT TUCK CORROSION RESISTANT METAL FLASHING UNDER SiDING GAP (VARIES) PER TYPE OF SIDING 2' MIN. SEE SIDING SPECIFICATIONS R11.I SLOPE CONCRETE AWAY FROM BUILDING (1/4' PER FOOT MAX. SLOPE FOR LANDINGS) WOOD TO CONCRETE FLASHING DETAiL SMOKE DETECTORS Ogp 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 1 KITCHENS 100 CFM INTERMITTENT OR (V.T.0) 25 CFM CONTINUOUS SF. BATHROOMS -TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM MIN. INTERMITTENT OR 20 (V:1-.0) OF CONTINUOUS 2 VENTILATION RATE FOR WHOLE HOUSE FAN TO BE 15 CFM PER TABLE M150133(I) INDOOR AIR QUALITY HVAC CONTRACTOR TO SPECIFY LOCATION. 5050 XO , MAIN FLOOR: 1314 SF. UPPER FLOOR: 1545 5F-", Am 14 2S59 SF. GARAGE: 694 SF. i; 1,�,:` i - 6.� gar at. ,,, . , s».. r. „: x.. ,3, .. .. €' .a,A.,....,.. ,, ir. ,,a ��".... ;a�e�h:�%`,�`a '�u..,, ,.�.. ,'*.. �* + c�' ., ,,:. ..... ..... DOORS W/ MORE THAN 50% GLAZING: 0 SF. SKYLIGHTS: 0 SF. TOTAL.: 0 SF. GLAZING PERCENT: 0 % WDW SF / FLR SF. (io) , "%ENS'' – — `n 0 i_ 1 , I V RANGT(VTO) ! W.I.0 n f° 0. 1 s ,— I .- I I 0 1 I ,ACCESS 2480 _+. To � � � � - CARPET x l � � C TC E N � �' DiNINC X HA' WOOD — .11I i I F S, �' Ill i– 6l CARPET 1 r _ I I Q` i misponmam 7n „ 1111 I 2-4a0 ��d,� 4'-4' 1'-10. Ain I� , I a� �11 U�SI 0110v -I ;. 5D€ E3AT :., LCr Wix i. Com-x V l C t:♦ SHEVES % ! I O r © 3 CAS' GARAGE ez MNi MUD ROO 4' CONC. 0110V 5D O C , L 2 -9 2 -3 15'-10' 4'-8' 5'-10' _ i 1 �r , HALL WAS' II HARDWOOD = e,l I 0 • 3 ' HI H ii �\ -v _ �,,N" "-' UP r P _ t C..%. � FIPEFLACL 1'-3` 12'-9' N.c.,1TALI_ F ---R :-FRS 5�' C5 - - _ 16R DN _ I OUTDOOR LIVING t f ROON1 ,,CONC C RPcT 1 v I 4'-11' 1'-0' 6'-3` -- I Q i L 4-- -Z: _ Ha OFFICE (r)� I.ALL..,/ �a > _ 0 ��5040 HARD OOD XO _J.__ -LC II °F. \ 2.' ! imam N � 4 DEQ < i , cn It i , .e. 5G � SG I t erns.=c - f s .;K a vr,.71 gg. eg' __. �«„ ",,,.,. WRAP P.T. 6 x 6 tr, #• ?:{ F..,.. ;,ke s06 . ,, r XOX +",'� 2050 3'-l' FX 2'-10 ' 2'-3i' 26 1'-3' 1'-5' .,.. :. 0 514 i } 447 v*. `—POST TO 5' COLUMN W/ CAPS BASE A ,{ / FRONT F RCN / 9 �d c TRIM T YP. Zttz L�. 0-0X6-0 poi N .9 ZEti Zai= 020 WRAP P.T. o x 6 POST TO 18' COLUMN W/ GAP ! 545E TRIM TYP. l'-6' 11-5' / O a o z a oLLO 1 =c AREA SUMMARY MAIN FLOOR: 1314 SF. UPPER FLOOR: 1545 5F-", TOTAL: 2S59 SF. GARAGE: 694 SF. GLAZING SUMMARY WINDOWS: O SF. DOORS W/ MORE THAN 50% GLAZING: 0 SF. SKYLIGHTS: 0 SF. TOTAL.: 0 SF. GLAZING PERCENT: 0 % WDW SF / FLR SF. (io) MAIN FLOOR PLAN © 2016 Level Design, LLC. - ALL DOOR/WINDOW l-4EADERS TO BE 4x10 DF2 AT 2x6 BEARING WALLS , U.N.O., 6'-0° MAX. SPAN - ALL DOOR/WiNDOW HEADERS TO BE 4x10 DF#2 AT 2x4 BEARING WALLS, U.N.O., 60'-0' MAX. SPAN - WINDOW HEADERS AT 6'-0' ABOVE SUB FLOOR, U.N.O. - PROVIDE FIREBLOCKiNG AS REQUIRED (SEE NOTES ON SHEET 1) - EXTERIOR WALLS TO BE 2X6 AT 16' (MAX.) O.C. U.N.O. - INTERIOR PARTITIONS TO BE 2x4 AT 10' O.C. (2X6 a 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 T0 Ti -4E WIDTH OF TIRE MEMBER BEING SUPPORTED (UN.0.) PAID .iUi4 -5 2017 TUKWILA FIRE U i a 9 CO (..7)CON Z J as a vi s` _z 01 To .- O N 0 9— m ash CO 0 = U CIS c la ,C co 0 CD 0 H S REVISION DATE: 4,4 INIT: PROJECT 2X4 BLOCKING TYP. 21/2' NIGH 5/8' GIWB TYPE 'X' AT ALL SIDES 22' x 30' ATTIC ACCESS OPENING TRUSS BOTTOM CHORD 5/8' GUS TYPE 'X' ACCESS HATCH- TYPE 'X' INSULATE FULL DEPTH CEILING ATTIC ACCESS DETAIL SCALE: N.T.S. 4' SPHERE S ALL NOT PASS HROUGH 6'-6" MIN, HEADROOM X MO -/ TREAD `'11N. 10' i „iii lU HANDRAIL TO BE PRESENT ON ON AT LEAST ONE SIDE OF STAIR. HANDGRIP PORTION OF HANDRAILS SHALL HAVE CIRCULAR CROSS SECTION OF 11/4' MIN. 4 2' MAX. ALL REQUIRED GUARDRAILS TO BE 36' MIN. IN HEIGHT. OPENINGS FOR REQUIRED GUARDS ON THE SIDES OF STAIR TREADS SHALL NOT ALLOW A SPHERE 43/8 INCHES (l01mm) TO PASS THROUGH. NOSING114' MAX // IX' 2X4 THRUST BLOCK i 6' SPHERE UNABLE L TO PASS THROUGH OPENING BELOW STAIR INSTALL 1/2' GWB a CEILING, AND WALLS (3) 2X12 STRINGERS FIRE BLOCKING MID -SPAN AND IN STUD WALLS ALONG AND IN LINE WITH STRINGERS IF AREA UNDER STAIRS IS UNFINISHED INTERIOR/GUARDRAIL STAIR NOTES: - HANDRAILS MUST NOT PROJECT MORE THAN 41/2' INTO THE STAIRWAY AND MUST BE ABLE TO RESIST A200 Ib. POINT LOAD FROM ANY DIRECTION. IRC SECTIONS R31L1.I - LIGHTING 15 REQUIRED AT THE TOP, BOTTOM, AND ANY LANDINGS WITH CONTROLS AT THE TOP AND BOTTOM OF STAIRS WITH 6 OR MORE RISERS. IRC SECTION R303.1 - THE SPACING BETWEEN INTERMEDIATE HANDRAIL MEMBERS MUST NOT ALLOW A 4' SPHERE TO PASS THROUGH ANY OPENING. IRC SECTION 83123 - MINIMUM STAIRWAY WIDTH ABOVE HANDRAIL SHALL BE NO LESS THAN 36 INCHES. IRC SECTION 8311.7.1 - STAIR 4 STAIR LANDING MINIMUM WIDTH SHALL BE NO LESS THAN 36' (3I1/2' CLEAR IF ONE HANDRAIL, 4 21' CLEAR IF 2 HANDRAILS. IRC SECTION 8311.1.1 - THE TREADS LEADING EDGE CURVATURE CAN HAVE A MAX. RADIUS OF 3/16'. THE MAX. BEVELING OF THE NOSING S; -'ALL BE NO MORE THAN 1/2. IRC SECTION 8311.153 - RISER OR TREAD MAXIMUM DIFFERENTIAL SHALL BE NO MORE THAN 3/s'. IRC SECTION 8311.1.5.1 - NOSING 15 NOT REQUIRED FOR STAIRS WITH TREADS GREATER THAN 11'. IRC SECTION 8311.1.53 EXTERIOR STAIR NOTES: - EXTERIOR STAIR LIGHTING AT TOP LANDING WITH CONTROLS INSIDE THE DWELLING. IRC SECTION R303.1 - A MAXIMUM SLOPE OF 1:45 (2%) IS REQUIRED AT EXTERIOR LANDINGS AND TREADS FOR DRAINAGE. IRC SECTION 83113 INTERIOR WINDER STAIR NOTES: - WINDER TREADS ARE REQUIRED TO HAVE A MINIMUM OF 6' DEPTH AT INNER EDGE. IRC SECTION 8311.152.1 - WINDER TREAD DEPTH OF 10' WITH iN 12' OF THE INSIDE. IRC SECTION 8311.1.52.1 LANDING NOTES: - LANDING WIDTH SHALL NOT BE LESS THAN THAT OF STAIR SERVED 1RC 8311.16 - LANDING SHALL NOT BE LESS THAN 36 INCHES IN DIRECTION OF TRAVEL IRC R311.1,6 STAIR DETAIL SCALE: N.T.S. 36" ABOVE NOSING 11/2' 11 / 83031 STAIRWAY ILLUMINATION ALL INTERIOR AND EXTERIOR STAIRWAY SHALL BE PROVIDED WITH IN A MEANS TO ILLUMINATE THE STAIR INCLUDING THE 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 TCP LANDING OF THE STAIRWAY. EXTERIOR STAIRWAYS PROVIDING ACCESS TOA BASEMENT FROM THE OUTSIDE GRADE LEVEL 51-IALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OFF THE BOTTOM LANDING OF THE STAIRWAY 61'-0' R3122 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 PART OF TI -4E CLEAR OPENING OF THE WINDOW 51-1ALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM N 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 OF THE FINISHED FLOOR 15'-!0' 12'-0' T-4' 11'-4' 14'-6' 13'-6' 2'-4' 6'-b' 5'-6' 60.0 X0 EGRESS I3"' LEISURE LO 12-0 X OPTIONAL 5EpROOM 60'x32' T/5 3'-6' 3'-6' 2'-4' 11/2° HARDWOOD HANDRAIL SOLID BLOCKING AS REQUIRED PRE FINISH METAL BRACKET TYP. TrF. I-IANIDIRA I L 60 .0 X0 6-0' 12'-0' 5'-5' 3'-10' 3'-6' 26-0 SH 1'-10' 1'-6' 4' X 2630 SH 3'-11' 4'-1' 5G 50L0 X0 b'-11' UT f TT a, -q X 14-2 il 22 'X30' ATTIC ACCESS ' 2468 ,M4S ER 5!T 10-X 13-0 1'-1' 6020 FX MASTER SUITE 14-4 X 15-8 3'-5' 4'-0' 1'-10' 10'-11' 39' HIG-N 2x4 WALL D -- v 16,R„ UP 11111 SG 26 :0 FX 26 0 FX BUILD! 'Ca LINE BELOW 3'-4' 4'-6' 16'-0' 4' 6'-5' 26 •0 514 2'-9' 20651-I 5.G 2026 51-{ S BUILDING LINE BELOW 601, X0 3'-0' 5'-6' 3'-0' 6'-11' 1'-1' 19'-0' 11'-6' 14'-6' 61'-0' UPPER FLOOR PLAN 0 2016 Level Design, LLC. - PROVIDE FIREBLOCKING AS REQUIRED (SEE NOTES ON S1-IEET 1) - WINDOW HEADERS AT 6'-S' ABOVE SUB FLQOR, U.N.O. - EXTERIOR WALLS TO BE 2X6 AT 16" O.C., UN.O. - INTERIOR PARTITIONS TO BE 2X4 AT I6° Oma. (2X6 PLUMBING WALLS) UN.O. - PROVIDE SUPPLEMENTAL JOISTS/BLOCKINa BELOW SHEAR WALLS AS INDICATED ON FRAMING PLAN - PROVIDE SOLID FRAMING EQUAL TO THE UJIDTH OF THE MEMBER BEING SUPPORTED (UN.O.) SCALE: 1/4" =1'-0" c/gtrti Sr 3 v se I +Z NFPA 13D FIRE SPRINKLER SYSTEM roe 7 '3 . Total Number Of Sprinklers 2 DATE: 1-12-2016 !NIT: MEY PROJECT x: