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HomeMy WebLinkAboutPP - 4715 S 144TH ST - UNKNOWN - PERMITS AND PLANS4715 S 144TH ST ASSOCIATED PERMITS 17-5-121 D17-0033 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit o033 1�- s - 121 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 04%1 Fire Alarm: Type of pe io aiii /Pi 144 y , , /iiail 41 Address: Suite #: 1-(7/S— _E. / y ST Conta Person: Special Instructions: Phone No.: 6pproved per applicable codes. Corrections required prior to approval. COMMENTS: 3te-Oe,/3 j l wr i99 Xn- Z ii{eb_S /1/,5- j/a1 3o sec. @ Z bf s 4‘60 //tm€....ef 90 ,s/ s grsal az avoK- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 4Z /3 J Date: —7//3/)--7 lHrs.: z .,O $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit ADV -1-33 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Y Lv V\1--1(.) Type of Inspection: fr . I Address: _ Suite #: 4"1 1 5 s', \W{^ - Contact Person: Special Instructions: Phone No.: Ppproved per applicable codes. Corrections required prior to approval. COMMENTS: (/--444--/ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspectdr: e.-- P7/1:::3 $3 Date: 4/5-h--.) Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 i Helton Fire PROJECT INFORMATION Job Sylvan Lot 1 4715 S 144th St Tukwila WA Sheet 1 Date 06/04/17 Job: SYLVAN10 Occupancy Area per Sprinkler Sprinklers Number of Sprinklers Calculated: Light Hazard 256 sq ft Tyco LF -2 Concealled 2 heads Authority having Jurisdiction_ _ Tukwila Fire System type_ _ Wet Water Supply 80.00 psi Static, 70.00 psi Residual 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 4.9K @ 26.0 gpm PROGRAM: 'HydroCalc' by Micro Space Systems www.microspacesystems.com Weft FIRS PR n0'nBCx4 HPRINKIw.t fYiTEMS Pete Helton 9390-0601-A Level 1 Helton Fire Protection HE IOFP965NC ■■ 2. O Pressure (PSI) Sheet 2 8- 8- 8- s- 1 J 3 MssFormat P P 10 "Courier New" 2.00 3 0 Sylvan Lot 1 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 10:04pm Sheet 10 Helton Fire Srinkler Systems Hydraulic Flow Calculations Sylvan Lot 1 4715 S 144th 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 Fittings 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 1PE 1PE,1PTR 2PE,5PTR 2PE,4PTR,1BKF 4PE 1MTR SYLVAN10 06/04/17 10:04pm Sheet 11 Helton Fire Srinkler Systems Hydraulic Flow Calculations Sylvan Lot 1 4715 S 144th 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 C = 150 ______= L 0.5 PT 7.00 2 13.0=4.90(7.00)^.5 F 8.0 PE -0.22 (EL= -0.5 ft) 2 13.0 1.109 1PE 1PTR T 8.5 0.02945 PF 0.25 4.3 PT 7.03 3 B1 Jct K -factor for drop 2 = 13.0/(7.03)".5 = 4.90 SYLVAN10 06/04/17 10:04pm Sheet 12 . Helton Fire Srinkler Systems Hydraulic Flow Calculations Sylvan Lot 1 4715 S 144th 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 10:04pm Sheet 13 Helton Fire ' Srinkler Systems Hydraulic Flow Calculations Sylvan Lot 1 4715 S 144th 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 5 26.0 1.602 Under ground 6 26.0 0.884 L 60.0 PT 26.17 5 F 36.0 PE -0.22 4PE T 96.0 0.01780 PF 1.71 PT 27.66 6 C = 150 B.O.R. (EL= -0.5 ft) 4.1 C = 150 L 0.0 PT 27.66 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 30.44 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 10:04pm Sheet 14 Supply Analysis Nod at Static Residual Available Total Required Source Pressure Pressure Flow Pressure Demand Pressure ______===================== 7 80.00 70.00 26.0 70.00 26.0 30.44 _ == Node Analysis Elevation Node Type Pressure Discharge Node (ft) K -Value Source (psi) (gpm) ____ 1 12.00 Orif= 4.90 7.00 13.0 2 12.00 Orif= 4.90 7.00 13.0 3 12.50 7.03 4 13.00 13.55 5 -1.00 26.17 6 -0.50 27.66 7 0.00 Supply 30.44 Notes SYLVAN10 06/04/17 10:04pm 1 • Nodel Elevi Pipe (ft) Node2 Elev2 ==___====== Pipe Information Kfactor Qadd Nominal Fittings Hose ID Qtot Actual Length 1 12.00 4.90 1 3 12.50 L F T (ft) (ft) (ft) • ==__=_ ________________= 13.0 1" 1PE 13.0 1.109 7.0 Sheet 15 Cfac Total Pt Vel Elev Pe Psi/Ft Fric Pf Notes L 0.5 150 Pt 7.00 F 7.0 4.3 Pe -0.22 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 L F 13.0 1.109 8.0 T 0.5 150 Pt 7.00 8.0 4.3 Pe -0.22 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 26.0 1.109 19.0 L 44.0 150 Pt 7.03 DR1 + DR2 F 19.0 8.6 Pe -0.22 T 63.0 0.1069 Pf 6.73 BL1:K=7.06 4 4 13.00 7.06 5 -1.00 [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 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 CONCRETE CANNOT BE POURED DIRECTLY AGAINST WOOD. WOOD SIDINGS, OR MANUFACTURED SIDING PRODUCTS. CONCRETE CAN BE POURED AGAINST WOOD IN SUCH A MANOR AS 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 HAS TO BE MAINTAINED BETWEEN THE U)OOD SIDING AND THE CONCRETE SLAB. RI1.1 415. MANUFACTURED SIDING, THE MINIMUM VERTICAL DISTANCE OF 1' HAS TO BE MAINTAINED OR A5 STATED IN THE MANUFACTURE'S INSTALLATION GUIDE. SIDING PRODUCT TUCK CORROSION RESISTANT METAL FLASHING UNDER SIDING GAP (VARIES) PER TYPE OF SIDING 2' MIN. SEE SIDING SPECIFICATIONS RI1.1 °5 -SLOPE CONCRETE AWAY FROM BUILDING (1/4' PER FOOT MAX. SLOPE FOR LANDINGS) WOOD TO CON SCALE: N.T.S. TE FLA IN DETAIL AIL SMOKE DETECTORS 05D 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 MAIN FLOOR: 1314 KITCHENS 100 CFM INTERMITTENT OR (V.T.0) 25 CFM CONTINUOUS 1 1545 BATHROOMS -TOILET ROOMS MECHANICAL EXHAUST CAPACITY (V.T.0) OF 50 CFM MIN. INTERMITTENT OR 20 CFM CONTINUOUS 2 VENTILATION RATE FOR WHOLE HOUSE FAN TO BE CFM PER TABLE M15013.3(1) INDOOR AIR QUALITY HVAC CONTRACTOR TO SPECIFY LOCATION. AREA SUMMARY MAIN FLOOR: 1314 SF. UPPER FLOOR: 1545 SF. TOTAL: 2859 SF. GARAGE: 694 SF. GLAZING SUMMARY WINDOWS: 0 SF. DOORS W/ MORE THAN 50% GLAZING: 0 SF. SKYLIGHTS: 0 SF. TOTAL: 0 SF. GLAZING PERCENT: 0 % WDW SF / FLR SF. (%) DUCTS -DUCTS 514ALL BE LEAK TESTED IN ACCORDANCE WITH RS -33 PER WSEC R40322 -DUCTS, AIR HANDLERS, FILTER BOXES SHALL BE SEALED AS PER Mi601.4.1-840323 -PROVIDE ONE LAYER 'a' GI.UB 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' GUS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ATTIC AREA WITH NO LESS THAN 1/2' GUJB ON THE GARAGE SIDE. LANDING AT EXTERIOR DOORWAY SHALL NOT BE MORE THAN 1344' BELOW THE TOP OF T+»RESNOLD PROVIDED THE DOOR, OTHER THAN EXTERIOR STORM OR SCREEN DOORS DOES NOT SWING OVER THE LANDING. IRC 831132 *DRYER VENT* PROVIDE PER`1ANENT LABEL IDENTIFYING ALLOWABLE LENGTH Of: DRYER VENT DUCK (LOCATE WITHIN 6 FEET OF DUCT CONNECTION) PER Mi502.4.5 NOTE' BUILDING AIR LEAKAGE TEST REQUIRED AS PER WSEC 8402.4.12 BLUE 18 4u.r TRACER WIRE REQUIRED AT ALL NON-METAL WATER SERVICE PIPING PER UPC 604.9 0 Witho i.: Comments As PJot€,o = Red Per The A ..ache i Letter These plans have been reviewed bs hie Tukwila Fire Prevention Bureau for conformance with current City standards. Acceptance is subject v., errors and omissions -which do not authorize ",!G1 Uons of adopted standards and ordinances. The responsibility for the dequacy of design rests totally with the designer. Additions, deletions Or revisions to these drawings after this date will vold tnls acceptance and will require a resubmittal of revisor : it ;wings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: % / )- � ) By: . hydro I t tv ? �l �v�n � �x l 10'-0' 12'-8' 5'-10' 6'-10' 5'-10' TUKWILA FIRE DEPARTMENT Please call 205-575.4407 and give this Fire Permit No. l -1S— i and exact address for shut- down hutdown or restoration approval. 25'-6° RANGE (VTO) CARPET 2480 Gu MUD ROOM Mf SN:LVES 3 CAR GARAGE 4C E00110. HALL WAY -- HARDWOOD 12'-9' 11- MANUF. GAS FIREPLACE INSTALL PER MFRS. SPECS C EAT ROOM CARPET OUTDOOR LIVING CONC. iLr NOME OFFICE zQ� ol ALCovt FOYE °O - C. OPTIONAL DESK 2650 5N l'-5' 2050 2'-!0,' 8060 XOX FRONT PORCH 10-0 X 6-0 WRAP P.T. 6 x 6 POST TO 8' COLUMN W/ CAP 4 BASE TRIM TVP. WRAP P.T. 6 x 6 POST TO 15' COLUMN W/ CAP 4 BASE- TRIM ASETRIM TYP. 12'-3' 4'-2' 1'-5' /2'-0'I MAIN FLOOR PLAN © 2016 Level Design, LLC. - ALL DOOR/WINDOW HEADERS TO BE 4x10 DF442 AT 2x6 BEARING- WALLS , U.N.O., 6'-0' MAX. SPAN - ALL DOOR/WINDOW HEADERS TO SE 4x10 DF#2 AT 2x4 BEARING WALLS, UN.0., 6'-0' MAX. SPAN WINDOW HEADERS AT 6'-43° ABOVE SUB FLOOR, UN.O. - PROVIDE FIREBLOCKINC 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 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.) SCALE: 1/4" =1'-0" Y ZUEZ On. ova► ill g ;F mph Wd �W ii 0 a 0 1 0 1 PAM .iU'ia -5 201? TUKWILA FIRE 70/ i r 0— con A a nun C O _U O "! 4:-; 0 ▪ U a 0 4-• U 0 — Q i !n C E O to ill a OD lA " C13 fp lA q) CL a 1 ci ri rYLc; N Z PROJECT '°: DATE: 1-i2-2016 INIT: MEY PROJECT 0: ce 11111 ;1111, 2X4 BLOCKING TYPE 21/2' HIGH %. GWB TYPE 'X' AT ALL SIDES TRUSS BOTTOM CHORD R303.1 STAIRWAY ILLUMINATION ALL INTERIOR AND EXTERIOR STAIRWAY SI-4ALL 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 TOP LANDING OF THE STAIRWAY. EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTSIDE GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF THE BOTTOM LANDING OF THE STAIRWAY 83122 WINDOW SILLS IN DWELLING UNITS, WI-IERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCH ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LO<JEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMU!`1 OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WI -ITCH THE WINDOW 15 LOCATED. OPERABLE SECTION OF WINDOW SHALL NOT PERMIT OPENINGS TWAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR 22' x 30' ATTIC ACCESS OPENING 58' G -WB TYPE 'X' `'a' G.W.B. TYPE 'X' ACCESS HATCH- CEILING NSULATE FULL DEPTH 11'-4' 1'-4' 4'-1' 3'-11' l' -E' 3'-6' 3'-10' EGRESS TUB 10'x34' 4' SPHERE S. ALL NOT PASS HROUGH 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 Sl -TALL NOT ALLOW A SPHERE 43/s INCHES (101mm) TO PASS THROUGH. 3/4° MIN. -1"4' MAX NOSING / MASTE 14-4 X 15-8 SUITE 10V 60'x32' o T/S .I.C. 11-0 X 6-10 10' MIN. 6° SPHERE UNABLE TO PASS THROUGH OPENING BELOW STAIR INSTALL l/2° GWS o CEILING, AND WALLS (3) 2X12 STRINGERS 5 DIROOM 4 15-0 X 12-4 FIRE BLOCKING a MID -SPAN AND IN STUD WALLS ALONG AND IN LINE WITH STRINGERS IF AREA UNDER STAIRS 15 LINFNISHED BUILDING LINE BELOW 2X4 THRUST BLOCK INTERIOR/GUARDRAIL STAIR NOTES: - HANDRAILS MUST NOT PROJECT MORE THAN 41/2' INTO THE STAIRWAY AND MUST BE ABLE TO RESIST A 200 h. POINT LOAD FROM ANY DIRECTION. IRC SECTIONS 8311.1.1 - 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 INTER1EDIATE HANDRAIL MEMBERS MUST NOT ALLOW A 4' SPHERE TO P465 THROUGH ANY OPENING. 1RG SECTION 83123 - MINIMUM STAIRWAY WIDTH ABOVE HANDRAIL SHALL BE NO LESS THAN 36 INCHES. IRC SECTION 8311.1.1 - STAIR 4 STAIR LANDING MINIMUM WIDTH SHALL BE NO LESS THAN 36' (311/2' 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 9/16'. THE MAX. BEVELING OF THE NOSING SHALL BE NO. MORE THAN 1/2'. IRC SECTION 8311.1.53 - RISER OR TREAD MAXIMUM DIEREN T IAL SHALL BE NO MORE THAN 3/s'. IRC SECTION 8311.15.1 - NOSING 15 NOT REQUIRED FCR STAIRS WITH TREADS GREATER THAN 11'. IRC SECTION 8311.153 EXTERIOR STAIR NOTES: - EXTERIOR STAIR LIGHTING AT TOP LANDING WITH CONTROLS INSIDE THE DWELLING. IRC SECTION R303.1 - A MAXIMUM SLOPE OF 1:48 (2%) 15 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 R311.152_1 - WINDER TREAD DEPTH OF 10' WITH IN 12' OF THE INSIDE. IRC SECTION 8311.1.52.1 BUILDING LINE EGRESS 11/2' HARDWOOD HANDRAIL SOLID BLOCKING AS REQUIRED LANDING NOTES: - LANDING WIDTH SHALL NOT BE LESS THAN THAT OF STAIR SERVED IRC 8311.10 - LANDING SHALL NOT BE LESS THAN 36 INCHES iN DIRECTION OF TRAVEL IRC 8311.16 STAIR DETAIL TYF, I T 4i\1DfRAIL 2016 Level Design, LLC. - PROVIDE FIRE BLOCKING AS REQUIRED (SEE NOTES ON SHEET 1) - WINDOW HEADERS AT 6'-8" ABOVE SUB FLOOR, UN.O. - EXTERIOR WALLS TO BE 2X6 AT 16" O.C., UN.O. SCALE: 1/4" =110° :EVISION DATE: INIT: - INTERIOR PARTITIONS TO BE 2X4 AT 16" O.C. (2X/0 9 1 LUMBING WA15) UN.O. - PROVIDE SUPPLEMENTAL JOISTS/BLOCKING. BELOW SHEAR WALLSIS INDICATED ON FRAMING PLAN - PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER EING SUPPORTED (UN.O.) DATE: 1-12-2016 INIT: MEY PROJECT ':