Loading...
APPROVED BLD BLD2021-0867+Architectural_Plan+6.21.2021_3.32.45_PM+2261370'12-°-®" � 2_ o` �DU'l H tail RM GUARD RAILS ® REQUIRED IF DROP IS MORE THAN 30 INCHES. ® RAIL HEIGHT 36 INCHES / FLOOR TO TOP OF RAIL ® OPENINGS IN GUARD RAIL: A SPHERE 4 INCHES o IN DIAMETER CANNOT PASS THROUGH. • OPENINGS IN DIAGONAL PORTION OF RAILING: 4 3/8 INCH. ALL WOOD IN CONTACT WITH CONCRETE OR SOIL SHALL BE PRESSURE TREATED, PER AWPA STANDARDS FOR WESTERN SPECIES. BOLTS, NUTS, SCREWS USED IN EXTERIOR APPLICATION or WITH PRESSURE TREATED MATERIAL SHALL BE HOT DIPPE GALVANIZED {ASTM Al53 or STAINLESS STEEL. HOLD-DOWN DEVICES COATED .WITH CORROSION PROTECTION PER ASTM AI23. POSITIVE CONNECTION: STAIRS TO — CONCRETE. LANDING 2 X 4 PT BASE BETWEEN BOTTOM STRINGERS. NOTCH STRINGERS FOR BASE PLATE. SCREW BASE PLATE TO STRINGERS USE %- X 3" SLEEVE S/S ANCHORS DRILL SAME SIZE HOLE AS ANCHOR % ` DEEPER THAN ANCHOR (5) ANCHOR DIA. FROM EDGE OF PAD. 42'_ 0V FROF05EP, PVC9- 40 HANDRAILS: R311.7.8.3 REQUIRED ON ONE SIDE OF EACH CONTINUOUS RUN OF STAIRS WITH FOUR OR MORE RISERS. *HANDRAIL ENDS RETURNED TO WALL < - AT NEWELLS OR END OF RUN. *34-36 INCHES ABOVE SLOPED PLANE MEASURE© ALONG TREAD NOSINGS. MIN WIDTH: 36 IN MAX RISE: 7 3f IN STAIRS: 2015 !RC 31 1 7 , 312. 1 3, 303.8 MIN RUN: 10 IN. VARIATION BETWEEN GREATEST -LEAST RISER win SINGLE RUN OF STAIRS: 318" MIN HEADROOM CLEARANCE: &-8" (except IRC 311.7.5) OPEN RISERS: LIMITED TO 4 IN. OPEN SPACE LANDING c[@ TOP & BOTTOM & INTERMEDIATE TO BE MIN OF 36 in AND MATCH WIDTH OF ADJOINING STAIRS. OPENINGS IN GUARDRAILS & HANDRAILS MUST NOT ALLOW — i.A.IL— PASSAGE of a 4in SPHERE (HORZ RUN) or A bin SPHERE BETWEEN RAIL, TREAD & RISER. 4 3/8" SPHERE OK BETWEEN PICKETS ON SLOPED RUN. TRIANGULAR SPACE BETW N TREAD & BOTTOM RAIL LESS THAN A 6 IN. SPHERE CAN PASS.THRU. — The handrail may project a maximum of 4-112" into required stair width. -112" minimum 1 MML F-Aclt..: 14 K6Ec25 IYW CZ Y,4" MAX) 1�051 "CK.ELID� Nrcular handrails not less han 1-114" or more than 2" i diameter. Type I Handralla R311.7.8.3 r LAN DuNk,, ; "j', &,7, X41 , f� L_. "w L5y CD The gnppable perimeter dimension is 4" minimum and 6-1/4" maximum. —The non -circular handrail cross section is 2-1/4" maximum. �' x� x4" L-AN D [ r& . � x • f 1✓� tuM �14MLA V1, x }�DCa •SGtZ�� �� l0 r r LATE j*TVP*/ F94.O'C LAFTA- �1 D I i�1C FLA 0141 t,� 5 4 E& I' H 1146 �1-;A�it� t N� j J rkp r To • N1d15'NIz� ,Ta JL ae.K. �alST �� • t�o15'[ . " �o� Mix � Tv vG FL .1 Wc� ,. Lr:04m Z. F-WH WIND HAt, tVQ E �I � w� D � cK t µ� E. E�{7CjE1� if Z-MAX Lt e)Por *�aoty�t�! ed [te . C) w16ld 2. FT r-N D W/ (Q epti fq x. Vlz !xM0 r to d MAID x I%fz: DIAGONAL 6 SWAV BRACING. ON UNDERSIDE OF JOISTS. BRACE NAILED TO EACH JOIST. CAN BE `LET IN'. 1' max• f _ Fly-, u..M X) 4 t C�� SiMP D'1'(t Z �Vr�1LY 5 P�G�.D GR- f!�" poVV-Ep W 1?LAtE 4 000 le'- aK I I# �J Qj Q t 00 0 �l8 a r t7e THE CONTRACTOR SMALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE :FIELD PRIOR TO CONTRUC27ON ALL DISCREPANCIES SHALL BE REPORTED TO TIM DESIGNER DO NOT"SCALE DRACGS. OWN 4t : sr , WCIODF CONSTRUCTION DESIGN CRITERIA GENERAL CONSTRUCTION NOTES: NAILING SCHEDULE TRU55 NOTES _ GorE STUD: 2x4, Zxb, 3x4, 3x& STEM -FIR CONSTRUCTION TYPE • V8 ALL WORK MUST COMPLY WITH AIL CURRENnYACG3�D CODES: TOGETHER THAN N THEIR • STRESS ANALYSIS/DRAW#NG5/DETAILS SHALL BE STAMPED BY AN -i E: 2x4, �, 3x4, 3x6 HEM -FIR OCCUPANCY: R 3 2015 INTERNATIONAL BUILDING CODE (E ( a' � NAILS SHALL NOT BE DRIVEN CLOSER OG SILL PLATE: DI zd35 INTERNATIONAL RESIDENTIAL CODE (IRC) LENGTH NOR CLOSER TO THE EDGE OF MEMBER THAN 9 THEIR APRROVED STATE OF WASHINGTON REGISTERED ENGINEER. P0S-/COWMN 4 x DOUG FIR #1 SEISMIC DESIGN 85 110 MPH and ,ALL OTHER APPLICABLE MECHANICAL/SAKTY CODES. Z Z w LENGTH. NAILING NOT NOTED BELOW OR ON PEAKS SHALL BE A • PRE -MANUFACTURED TRUSSES SHALL BE IDENTIFIED BY p0� jCOLUMN G x DOUG-FIR #1 WIND SPEED / EXPOSURE MINIMUM OF 2 NAILS AT EACH CONTACT: MANUFACTURER'S STAMP 'JOISTS 2 x 8 to 2 x 12 HEM -FIR #2 B / C 0 8d FOR Ix MATERIAL and 16d FOR 2x MATERIAL . • USE APPROVED / APPLICABLE RUSS SUPPORT HANGERS. BEAMS/HEADERS �F x6 to 4 x 12 HEM -FIR #'J 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO G1 0 _ • SNOW LOAD 25 P5F � I/�. � o • « ALL ROOF TRUSSES SHALL BE SO FRAMED AND INTO THE , FROST LINE DEPTH 18 INCHES THE REQUIREMENTS OF THE DRAWINGS, SPECIFICATIONS AND Z 0. JOIST / RAFMA;Au. BEWNS.-TOENAIL 3-30a FRAMEWRK SO AS TO FORM AN NTEGRAL PART OF THE WHOLE G�LAM BEAMS (GLB): top fiber butt fiber stress Fc WINTER TEMP 17 degrees Nam, �w � ; JOIST RAFtERTO of D BUILDING. ROOF TRUSSES SHALL HAVE JOINTS WELL -FITTED AND ICE BARRIER REQ Nr� 2, DIMENSIONS ARE TO FACE -OF -FRAMING. DO NOT SCALE z i_ c 2x8MEMBERORsrIALwwl3{ 3-Jsa 24FV4 1200ps1 240€1PSI ANNUAL 49 degrees DRAWINGS. FIELD VERIFY BEFORE CONSTRUCTION or FOR FACHADDITIONAL FOUR (4) SHALL HAVE ALLTENSION MEMBERS WELL TIGHTENED BEFORE 24 F-V8 2400 psi 2400 psi INCHES OF DEPTH i- ANY LOAD IS PLACED UPON THE TRUSS. DIAGONAL / SWAY' PARALLAMS (PSL) 2900psi 29M psi 2900 psi' ASSUMED BEARING ORDERING SPECIFICCO DITERLAIS. ` �++ DOUBLE JOISTS, aAFTEK HEADERS 2-16 d @ 32 00.Q BRACING SHALL BE USED. SOIL 2000 PSF 3. VERIFY EXISTING CONDITIONS, GRADES AND DIMENSIONS AT , s < n = uOCKING BETWtENJa�: THE SITE. LOCATON OF BUILDING ON PROPERTY LIES WITH N Lh rojo=/RA�tISMENAIL EASIDEXAEND a-zaa • ENGINEERING DATE/DETAILS SHALL BE APPROVED BY THE TNEWI:OUNDATi0N5 TAJOLsr/Ir►at�EPs sEAI;INesToe NAIL, EA5IDE .. 2-ipd ROOF SHEATHING: 15/32 � DOC PS-1/P�2 APA RATED � ) BUILDING OFFICIAL BEFORE ANY FIELD CUT OR TRUSS 32J16 SPAN RATING Wj EXPOSURE 1 GLUE. THE OWNERJCONTRACTOR, BUILDING PERIMETER AND FLOOR. E BLACRING� �as'TOE NAILS, Eatl� °'1Q - 2-� ALTERATION. _ ELEVATIONS 5iF1Al,i BE I3TABLI5HIrD. BUILDING SET -BACKS BWILD-LAP Ix>rsN EEN S Es5 , SUB -FLOOR SHEATHING: %" DOC PS-1/PS-2 APA RATED GRAVM LOADS AND HEIGHT RFSMCnONS COMPLIANCE SHALL BE VERIFIED Lm: Y SUBFLOORTO JOIST/GIRDER, BUNG / FACE NAIL 16d @ W ox- • FIELD 'IDENTIFICATION OF LIGHT METAL PLATE -CONNECTED SiIJRD-i-FLOOR 24 IN O.C.SY CONTRACTOR. TOP PLATE/SALE PLAETO STU% END NAIL 2-16d @ 2x4 TRUSSES IS REQUIRED. INFORMATION BRANDED, MARKED OR WITH EXP 1 GLUE. ROOF DEAD LOAD 15 psf 3-16d @ 2x6 I OTHERWISE PERMANENTLYAFFlXED TO EACH TRUSS SHALL �#. LICENSED SURVEYOR SHAI:LVERIFY EXCAVATiONS/HEIGHTS IF. TW NAIL 44d = WALL STURCURAL PANELS: SEE EN6INEERING FORTHICKNE55. ROOF LIVE LOAD 25 psf REQUIRED/NEEDEO. DOUBLED sruos, FACE NAIL xsd @ 42 4-s CONTAIN THE FOLLOWING: FLOOR DEAD LOAD 1'S psf S. COMPETENT EXPERIENCED MECHANICAL. ENGINEER, LICENSED DOUBLED TOPPLATEs, FACE NAIL 2-16d @ W ax- IDENTIFICATION OFTRUSS COMPANY • USE QUALITY WOOD MEMBERS WITH NO SPLITS, KNOTS FLOOR LIVE LOAD 40 Psi TOP PLATES, LAM (4'-V MIN) FACE NAIL 12-16d THE DESIGN LOAD - BALCONY LIVE LOAD GO psf CONTRACTOR OR PLUMBER SHALL DESIGN THE PLIiMBING, " TOP PLATES, INTts ECIlONS, FACE NAIL 2-16d • METAL CUPS, ETC TO BE SIMPSON STRON6 TIE. NAILINGPER. • cormrlWolJs HEAaERTA STUD,TOE NAIL 4-ad _ THE TRUSS SPACING. _ PARTITION LARDS 10 psf - - - HEATING, VENTILATION, SPRINKLER AND AIR CONDITIONING MANFACTURER. _ SYSTEMS.. PERMITS FOR ALL WORK BEFORE BEGINNING. CEILING Jams- LAPS ovElc PARTmoNS, FACE NAIL3-16d _ . SEE ENGINEERING NOTES FOR 80LTS. CEILING JOISrSTA PARALLEL RAFTERS. PAGE NAIL3-=fid - 6. FURNACE & WATERHEATERS: INSTALL PER WSEC, IRC OR CEILING JOISTS TO P RALt E NAILTD .r A � - `i • ALL, WOOD IN CONTACT WITH CONCRETE SHALT. BE PRESSURE ' - LOCAL CODES. WHEN GAS APPLIANCES LOCATED IN GARAGES zx4 and 2x6 2-mod TREATED, PER AWPA STANDARDS FOR WESTERN SPECIES. BOLTS, Zx4 and 2x6zxi2 3-1Bd WSEC 2018 ALL PILOTS, BURNERS, SWITCHES LOCATED A MEN. of 1$ NUTS & SCREWS USED IN EXTERIOR APPLICATIONS/PRI�SSURE 'F. INCHES ABOVE FINISHED FLOOR. PROVIDE SYSTEM FOR LSMRTOSTLIOS WASHINGTON STA1"E ENERGY CODE ; 2x8 MEIVIBER acStlAtiow>3t TRETED MATERIAL SHALL BE HOT -DIPPED GALANIZED (ASTM r ADEQUATE COMBUSTION AIR. SUCH APPLIANCES IN GARAGES FOREWMADDmONAL2" 1-isd A753)ORSTAINLESS STEEL HOLD DOWN DMCFSMATED WITH 201e� IRC' ' • MARINE ZONE 4: � _ TO BE PROTECTED FROM DAMAGE WITH BOLLARDS/BARRI�Rs. _ CORROSION PROTECTON PER ASTM A123. 20] $ 'iVIC U4b 201g FC FIRE CODE7. DUCT ALL FANS, VENTS, DRYER, RANGE HOODS TO OUTSIDE. WINDOWS (VERICAL) U-2A MIN . :CONCRETE Z aGb WSEC INSULATE IN UN -HEATED SPACES CHAP 17 ti z - SKYLIGHTS U. S0 $. KITCHEN VENT FANS OVER 399 CFM TO BE PROVIDED WITH COMPRESSION IN 28 DAYS SACK MIX 2©11 NAT ELEC CODE f MAKE-UP AIR AT APPROX. THE SAME D AUST AIR RATE. ` .. .... CEILING - R 49 (R 38 w/ RAISED HEEL/ _ ` WA STATE AMENDMENTS M1503.40 ' Or STICK FRAMED) SLAB -ON -GRADE 3000 PSI 9. WHERE REQ ROOF/FOOTING DRAINS SHALL BE TIGHT LINED WOOD FRAME WALL R 21 _ _ (INTERIOR) SEPARATELYTO APPROVED DISPOSAL STORM DRAINAGE FLOOR CONTROL SHALL MEETTHE REQ OF THE ENGINEERING DEPT SMOKE DETECTORS IRC 314 BELOW GRADE WALL 10115/21 Int+TB sLA6-ON-GRADE 3Q00 PSI 5 STANDARD PLAN FOR THE JURISDICTION GOVERNING THE SLAB ON GRADE R 10 ... (E)MRIOR) CONSTRUCTION SITE. ALL NEW CANSTUCTION j REMODELS RL:QUIR[NG A PERMIT R 10 CONTINUOUS UNDER HEATED SLAB, 10., PROVIDE FURRINGS, AS REQTO CONCEAL MECHANICALI R 10 CONTINUOUS AROUND EXTERIOR 24 IN BASEMENT WALL • 2500 5 n . • MUST INSTALL APPROVED UNITS. . t . ATTIC DUCTS R 8 ELECTRICAL WORK IN ALL FINISHED AREAS. OBSERVE CODES LOCATIONS: IN EACH SLEEPING ROOM - � FOOTINGS 2500 S h FOR FIRE BLACKING, INSULATION FOR SITE, OUTSIDE SLEEPING AREAS (HALL) CONT. FOOTINGS 2500 5 Yi 11. VERIIYTYPE, MANUFACTURER AND LOCATION OF ALL ON EACH FLOOR --INCLUDING HABITABLE .i R.10 CONTNUOUS INSULATION ON EXTERIOR OF WALL or R-15 PLUMBING FIXTURES, FAUCETS, DOORS, WINDOWS, CABINETS, ATTICS/ BASEMENTS. CONTINUOUS INSULATION ON THE INTERIOR OF WALL or R 21 CAVITY HARDWARE, LIGHT Rf' t GARAGE OPTIONAL" BUT RECOMMENDED. INSULATION PLUS THERMAL BREAK B>W [WEEN SLAB and BASEMENT WALL - ' � fV$I'�f�•) IL LNG FIXTURI.S & APPLICANCES WITH OWNER PRIOR TO RANGE OF UNITS :ABOUT 15 FT. ATTHE IWI~RiOR OF BASEMENT WALL. z PURCHASE / INSTALLATION. ALARM DEVISES INTERCONNECTED SO ALL ACTIVATED TOGETHER ; • 10/151211+TO : #4 OR LESS GRAD �� 13. IN SEATTLE PROVIDE DEAD BOLT CATCH/ APPROVED NEW CONSTRUCTION REQ, WIRED TOGETHER. R 10 CANT. INSUL ON THE EXTERIOR OF WALL % " - #5 OR GREATER GIVaE 60 LACKING DEVICE PER SEATTLE BUILD. CODE. i or , R 1.S ON THE CONTINUSOUS INSULATION OF THE INTERIOR OF WALL . REMODELS, ALTERATIONS, ADDITIONS: CAN BE BATTERY . or R 21 CAVITY INSULATION +THERMAL. BREAK BETWEEN SLAB- : 14. OBSERVATION VISITS TO THEE C BY RUED S I '• OPERATED. BASEMENT WALL AT INTERIOR OF BASEMENT WALL REPRESENTATIVES SHALL NOT BE CONSTRUED AS INSPECTION DEFINMON5 ' or R13 CAVITY INSULATION ON INTERIOR OF BASEMENT WADNOR APPROVAL OF CONSTRUCTION. S PLUS =1 CARBON MONOXIDE ALARMS IRC 315.1 J RCW 19.V.534 i R 5 CONTINUOUS INSULATION ON INTERIOR/WrERIOR OF WALL 35. ALL WORKERS ON -SITE SHALL BE KNOWN TO CiN1iACOR R 13 MEANS: R 20 CONT INSUL ON THE IWWEXTER OF HOME FOOTING: FOUNDAMONALSUPPORT: USUALLY MASONRY. t AND THEIR SAFETY A FIRST PRIORITY. or R 13 CAVITY INSUL ATTHE INnFL OF BASEMENT' WALL. LIVE LOADS:. LOADS PRODUCED BY USEJOCCUPANCY OF 16. WHEN IN DOUBT- ASKI I I - REQUIRED OUTSIDE SLEEPING AREAS IN HOMESWMI FWEL-FIP&D' _ _ STRUCTURE. • N ALL FLOORS. . la/ 3�3 MEANS R 10 CONTINUOUS INSULATION ON THE DEAD LOADS: WEIGHT OF ALL MATERIALS OF CONSTRUCTION , REQUIRED IN BEDROOMS WITH GAS FIRED APPLIANCES, LIKE INTERIOR/EXTERIOR OF THE HOME or R 13 INSULATION ATTHE INTERIOR INCORPORATED, INCLUDING FLOORS, ROOF, WALLS -- Q FIREPLACE OFTHEBASEMENT WALL ETC. NOT FURNMME. • TB MEANS THERMAL BREAK BETWEEN FLOOR SLAB /BASEMENT WALL ROOF LIVE LOADS: DURING MAINTENUC ANCE THE LOAD PRODED MUST BE HARD -WIRED/ PLUG-IN NOT BATTERY BY WORKERS, EQUIPMENT, MATERIALS. • COMBO WITH SMOKE ALARMS: OK FRAMING: SKELETON OF BUILDING, IN7MIOR & EXTERIOR WALLS, PERMIT = INSTALLATION FLOORS, ROOTS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ; _ ,� • ' ' BELOW GRADE INSULATION OPTIONS PLATE: HORRONTAL FRAMING MEMBERATTAP/BOTTEJM OF AND CONDITIONS IN THE FIELD PRIOR TO - WALLSTUDS. - ONSTRUCTION. ALLDISCREPANCIFS BETWEEN LLJ ' WSEC 2015 R 402.2.8 STUD: VERTICAL MEMBER OF FRAME -WALL, AT ENDS AND PLANS AND FIELD SHALL BE REPORTED -., EVERY 16 OR 24 INCHES ON CENTER, TO THE DESIGNER. �. JOIST: - ONE OF A SERIES OF PARALLEL FRAMING MEMBERS DO NOT SCALE DRAWINGS. : x LsILiP FA�i:.yT'ii' THAT SUPPORT A FLOOR OR CEILING. &°m A yRAt>C-. R• 5 ca:1D : IC ZI R I O _ _ _ � CAU BEFORE YOUDIG. DIAL 811 Diu. �; R'G Li H&? 'CB o: t' I"-uLL� _ .. hi6tT iw+� IN Tawt�K PROW. - Fi�PCURI"EL &Mc allbeforeyuudie.com . maMM NQR10m _ ; +• USr0r-AAfflWKMMMUFACnAM '� �. ! i . r - ,.F }p AVAILABLE 111 R* WW. Lot f • • I