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<br /> WIDTH OF LANDINGS SHALL a Lc
<br /> GENERAL SPECIFICATIONS: PREAB. ENGINEERED ROOF STD. 3s" WALL SNOT BE TAIRWALESERVED. LENGTH v 4 u, n o
<br /> CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS &BUILDING DIMENSIONS, & SHALL \ TRUSSES 24 O.C. (O.N.O.) OPT. OPEN RAIL SHALL BE 36 MINIMUM IN ¢ o cr>
<br /> REPORT ANY VARIATIONS TO THE DESIGNER FOR RESOLUTION PRIOR TO o SPACE PICKETS THE DIRECTION OF TRAVEL J M M
<br /> ROOFING PER PLAN `�cD LO
<br /> CONSTRUCTION. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED. \ �, III SO 43g' SPHERE - = Ka m
<br /> PREFAB ROOF MAY NOT PASS 2 `� pin
<br /> CODES: 2015 INTERNATIONAL RESIDENTIAL CODE (IRC), 2015 WASHINGTON STATE ENERGY WIND BAFFLE W/ 1" MIN. AIR SPACE TRUSSES 0 24' O.C. Z E v-
<br /> CODE WSEC), 2015 UNIFORM PLUMBING CODE (UPC), 2015 INTERNATIONAL MECHANICAL N
<br /> .9 $
<br /> CODE(IMC) AND ALL OTHER APPLICABLE CODES. / S
<br /> STRUCTURAL \ 12 SIMPSON H2.5A OR Ht EACH SPECIAL TRUSS W VERT. Q a
<br /> TRUSS TO TOP PLATES WEBS 24 O.C. 31" TYPE °O W 0
<br /> 'X GWB ON BOTH SIDES 6" SPHERE MAY NOT PASS Lg,
<br /> iv SEE TO ROOF SHEATHING H
<br /> THROUGH TRIANGLE o 2x SCREENEDVENTBLOCK B) ° W I-•R-49 INSULATION '),//1TATivi�al* 8dGALV. 0 6 OCCOMPONENT/CLADDNGLOADS /TABLER3012(2) OF1, TRUOC a
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<br /> TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS 34" GWB OR SAG \ NAIL DRYWALL w/ 6d FIRESTOP PER R602.8 WIC
<br /> LOADING LIVE DEAD TOTAL RESISTANT)¢' GWB ��' ` SPECIALBS TRUSS W/VERT r � d ,
<br /> ROOF (GROUND SNOW) 25 PSF 10 PSF 35 PSF GUTTER " 2x12 STRINGERS " E
<br /> DRYWALL NAILS. tY4 ��� L___ � g 'i'>�
<br /> WEBS 24' O.C. � TYPE DRYWALL SCRW ® DOUBLE PARTY WALL 2x4 0 16"0% MAX �. � � a,
<br /> UNINHABITABLE ATTICS - NO STORAGE 10 PSF 10 PSF 20 PSF 2-2x6 TOP PLATES PER x' GWBOO ON BOTH SIDES 7 o.c. TYPICAL L___
<br /> TYPICAL FASCIA TO ROOF SHEATHING STUDS 0 16'o.c. w/ 1 ` . V
<br /> UNINHABITABLE ATTICS - UNITED STORAGE20 PSF 10 PSF 30 PSF LAP SPLICES 48" -w, , THROUGHOUT-UNBLOCKD. SPACE BTWN. " 'X' GWB EA. FlREBLOq( ADJACENT �
<br /> �. SIDE R-15 INSUL (1 SIDE) WALLS PER IRC 602.8 `,.
<br /> HABITABLE ATTICS & ATTICS w/FIXED STAIRS 30 PSF 10 PSF 40 PSF HEADER PER PLAN. USE 2" ►�; 10" ---�
<br /> BALCONIES (EXTERIOR) AND DECKS 60 PSF 10 PSF 70 PSF z FOAM BOARD W/ 4x HEADER " GWB OR SAG BREAK FLOOR SHTHG. )�" RIGID SOUND BD (i) 2x TREADS & tx RISERS / L__ ❑❑
<br /> ► " • SIDE IN SPACE MIN. ❑❑
<br /> FIRE ESCAPES 40 PSF o �� NOTE RESISTANT/4 GWB AT PARTY WALL w/ •: ;.
<br /> � �w OP �i r r • �
<br /> GUARDRAILS/HANDRAILS 200 LBS AT TOP ANY DIRECTION Q NAIL DRYWALL w/6d FlRESTOP PER R602.8 TIGHT FITTING ARE STOP TYPE 'X' GWB ON 1Y - 2 6 CONTIN. FULL \ N
<br /> h G.W.B. �1. SIDING PER ELEVATION 0/ EA 2x RIM JOIST (BOTH LENGTH HANDRAIL WITH °
<br /> GUARDRAILS IN-FILL 50 LBS APPLIED TO 1 SQ. FT �i TYPE 15 FELT OR DRYWALL NAILS. 1Y" I UNITS ePASSENGER VEHICHLE GARAGES 50 PSF IF ELEVATED 2,000 LB PT. ``' R-21 INSUL DRYWALL SCRW 0 DOUBLE PARTY WALL 2x4 ) 17¢" 1IN. SPACE TO WALLLa WATERPROOF BUILDING PAPER r STUDS 0 16"o.c. w/1" - RETURN ENDS TO WALL •
<br /> ROOMS OTHER THAN SLEEPING ROOMS 40 PSF 10 PSF 50 PSF w 7 o.c. TYPICAL „ 'X' 1 1-
<br /> SLEEPING ROOMS 30 PSF 10 PSF 40 PSF N SPACE BTWN. 36 X GWB EA. III HI RR JSTS. PER PLAN OR TERMINATE AT POST. a
<br /> 1HROUGHOUT-UNBLOCKD. �l� LB. LOAD APPLIED IN ANY � w
<br /> 2x6 STUDS 0 16" O.C. SIDE R-15 INSUL (1 SIDE) _ - HANDRAIL TO SUPPORT 200 �
<br /> STAIRS 40 PSF 10 PSF 50 PSF
<br /> OR 300 LB PT. LOAD ON 4 SQ. IN. h" RIGID SOUND BD (1) •` I " GWB DIRECTION. ^
<br /> 34° APA T&G OSB OR PLYWD. 2x6 BASE PL W/ 16d 0 16" 0.C. BREAK FLOOR SHTHG. SIDE IN SPACE FlRESTOP PER R602.8 "'
<br /> ALL BEAMS, GIRDERS, HEADERS, CD INT. W EXT. GLUE. NAIL W TO JST & 2-16 EA STUD AT PARTY WALL- w/
<br /> RAFTERS & JOISTS TO 8E HEM FlR NO. 2 OR / / TIGHT FITTING ARE STOP TYPE 'X' GWB ON ii. VAS ON WALLS & ,
<br /> --\.
<br /> BETTER AS NOTED:ON PLANS. GLUED LAMINATED UMBERS SHALL BE MANUFACTURED tOd 0 6 O.C.rEDGES & SOLID 2x RIM JOIST W 3-16d EA 2x RIM JOIST(BOTH / DOUBLE PARTY WALL 2x4 CEILINGS UNDER STAIRS 34" MINIMUM & 1Y"�� I'" `3 ,
<br /> & IDENTIFIED AS REQUIRED IN AITC A190.1 & ASTM D3737. BLKG. & 0 10 O.C. IN FIELD EACH JOIST / UNITS) MIN. REQ.STC = 50 % _°_STUDS 0 is"o.c�w/ 1° WHERE ACCESSIBLE MAXIMUM NOSING - ,
<br /> STC = 57 AS SHOWN SPACE B1WN. 41 X GM EA.
<br /> �I
<br /> PLYWOOD INDEX: CD. ROOF & SUBFLOOR SHEATHING PER TABLE R503.2.1.1(1). SOLID BLKG. I �I FLR JSTS. PER PLAN SIDE R-15 INSUL (1 SIDE)
<br /> WALL SHEATHING PER TABLE R602.3(3) & R602.3(4). SHEATHING FASTENERS PER 0 SUPPORTS FLOOR JSTS PER PLAN 1%4I
<br /> TABLES R602.3(1) & (2). Ni GWB BREAK FLOOR SHTHG. " RIGID SOUND BD (1) STAIR DETAIL SCALE: 341' = 1'-0"
<br /> } / SIDE WALLS TO BE 1-HOUR " SIDE IN SPACE
<br /> STRUCTURAL MEMBER FASTENERS PER TABLE R602.3(1). ) C.W.B.1 / ARE RATED. SEE DETAIL AT PARTY WALL w/ 411
<br /> m
<br /> 4"I FlRESTOP PER R602.8 TIGHT FlTTiNG FIRE STOP ^
<br /> BELOW.
<br /> WOOD IN CONTACT WITH CONCRETE, NEAR GROUND, OR WOOD EXPOSED TO WEATHER TO 2-2x6 TOP PLATES TYPE 'X IST ON o a,
<br /> " 7EA56.
<br /> 2T RIM JOIST (BOTH cv
<br /> BE PRESSURE TREATED OR NATURALLY DURABLE WOOD PER R317. LAP SPLICES 48 DOUBLE PARTY WALL 2x4 UNITS) et_ N
<br /> MIN. REQ. STC = 50 j STUDS 0 i6"o.c. w/ 1'
<br /> CONCRETE & REBAR: HEADER PER PLAN. SIC = 57 AS SHOWN SPACE BTWN. 46" 'X' GWB EA. \ �-
<br /> REBAR TO BE 60.000 PSI - GRADE 60 ASTM A706. WALL REBAR SHALL BE PLACED NO USE 2" FOAM BOARD SIDE R-15 INSUL (1 SIDE) i►1 F1 R JSTS. PER PLAN
<br /> o
<br /> W/ 4x HEADER3�' T-1-11 PLYWD OR 3� CDX
<br /> CLOSER TO THE OUTSIDE FACE THAN 16 THE WALL THICKNESS. REBAR COVER PER ACI o " 1,1'
<br /> „ " FLQOR/CEILING ASSEMBLY OVER GARAGE & CARPORL z i= o318. FOOTINGS TO BEAR ON 1500 PSF MINIMUM UNDISTURBED SOIL CONCRETE TO BE P Yz G.W.B. l PLYWOOD SHTG rfg 0.S.8. RIGID SOUND BD (1) m w
<br /> NAIL 8d 6" O.C. EDGE, 12" BREAK FLOOR SHTHG. SIDE IN SPACE 1-HOUR FLOOR/CEILING ASSEMBLY B PER ICC ESR-1153
<br /> MINIMUM F'c = 2500 PSI 0 28 DAYS (3,000 PSI FOR GARAGE/CARPORT SLABS, > -� AT PARTY WALL w/ 48/24 T. & G. SPAN RATED SHEATHING (EXPOSURE 1) ARESTOP PER R602.8
<br /> EXTERIOR PATIO SLABS ON GRADE, & WEATHER EXPOSED BASEMENT, FOUNDATION WALLS, R-21 INSUL �-4, O.C. FIELD OR PER ENGINEER'S TIGHT FITTING FIRE STOP 31' TYPE 'X' GWB o w
<br /> - w 'i T,� FLOOR JOISTS PER FLOOR FRAMING PLAN �
<br /> PORCHES, AND STEPS W/5%-7% AIR ENTRAINMENT). MINIMUM DESIGN EQUIV. FLUID S.W. SCHEDULE. EA 2x RIM JOIST(BOTH ./ J
<br /> �`' UNITS TWO LAYERS OF X2° TYPE X GWB / I DOLBLE PARTY WALL 2x4 STUDS 0
<br /> PRESSURE = 35 PCF OR PER SOILS ANALYSIS. N 2x6 STUDS 16" O.C. 2x6 BASE PL W/ 16d 016" 0.C. _sa / ) RESILIENT CHANNELS 0 16" 0.C. APPLIED TO 16"/c w/1"SPACE BTHN.. °'X' F
<br /> TO JST & 2-16d EA STUD f///// ERPENDICULAR TO UNDERSIDE OF JOISTS C8 EA.SIDE
<br /> 1� ?QSlS�?S ClFTR JSTS. PER PLAN STC= 50 2x4 BASE PLATE
<br /> USP STRUCTURAL CONNECTORS OF EQUIVALENT STRENGTH MAY BE 34° APA T&G OSB OR PLYWD. 2x RIM JOIST W/ 3-16d 2x4 PRESS. TRTD. SILL PLATE 2x4 PR. TRTD. SILL PLATE. R° X 10"
<br /> SUBSTITUTED FOR SIMPSON HOLDOWNS, STRAPS, AND CONNECTORS CD INT. W/ EXT. GLUE. NAIL W/ EACH JOIST CRAWL SPACE PER •
<br /> w/)t"A A.B. 0 48"o.c. OR PERV ANCHOR BOLTS 0 48" OR PER PLAN &
<br /> 10d 0 6" O.C. EDGES & SOLID 2x6 PRESS. TRTD. SILL PLATE W/ WALL SECT. ; PLAN & BTWN, 4X1" do 12" OF 1 w/IN 12" OF EA. END OF EA SILL PLATE
<br /> BLKG. & 0 10" O.C. IN FIELD SILL ENDS. EMBED 7` MIN. EMBED 7" MIN. INSTALL 3x3x0.229"
<br /> J>< A.B. 0 48 O.C. OR PER a INSTALL 3x3xY PLATE WASHERS.
<br /> } - PLAN & B11NN. 4Y�" & 12" SILL i PLATE WASHERS.
<br /> ROOFING OPTIONS: SOLID BLKG. FLOOR JSTS PER PLAN �///1/11//l� ENDS. EMBED 7" MINIMUM. INSTALL 11 I 1 4'CONC.SLAB Is: I
<br /> O SHAKE/SHINGLE ROOF: INTERWV. w/18" WOE STRIPS OF TYPE 30 FELT. 0 SUPPORTS .. 1 3x3x4 PLATE WASHERS. " L'J 11111111111111111111/
<br /> NAIL w/(2) GALV. FASTENERS PER EACH PIECE TO 1/2" CDX PLYWOOD .� FINISHED GRADE SLOPED FOR 8
<br /> SHEATHING OR EQUIVALENT. PROVIDE 1/2" CCX PLYWOOD SHEATHING 0 18" MIN. CLEARANCE STEM WALL & FTC. rl' I 4 •
<br /> „ II 6 MIN. FALL WITHIN 10 OR 1,-3,,
<br /> OVERHANGS. 12 MIN UNDER BEAMS PER PLAIN CONCRETE I lll PROVIDE SWALE OR DRAIN.
<br /> Oo COMPOSITION ROOF:0/ NONPERFD. TYPE 15 FELT. NAIL w/ (4) GALV. R-30 INSULATION FOUNDATION DETAIL -1 iii - 'to it . �/
<br /> FASTN'R PER EA PIECE 0/1/2" CDX PLYWD SHTG. OR EQUIV. w/ 1/2" CCX INSUL. PLUMBING & MECH. u' wr -I
<br /> 0 0/HANGS. INT • ' ; -•�`, ROOF DRAIN 4" TIGHTLINE m (41 PARTY WALL DETAIL W
<br /> @ CONCRETE TILE ROOF: 0/ TYPE 30 FELT. NAIL w/ (2) GALV. FASTENERS GRADE 6 MIL BLACK POLY BARRIER. 4)" al 4) SEPARATE FROM FIG. DRAIN SCALE: 3� = 1'-O" 8" 31�" MIN. C.!
<br /> PER EA PIECE OVER 1/2" CDX PLYWD SHTG. OR EQUIV. w/1/2" CCX 0 LAP EDGES 12 MINIMUM 4"0 PERF PIPE IN
<br /> 0/HANGS. 1,-3" WASHED GRAVEL NEI c:
<br /> O METAL ROOF. INSTALL PER MFG. SPECS. 0/TYPE 15 FELT 0/1/2" CDX DISCHARGE
<br /> CONNECT TO APPROVED Q w N
<br /> PLY
<br /> L IYVD SHEATHING OR EQUIVALENT w/ 1/2° CCX PLYWOOD SHEATHING 0 ; TWO STORY SECTION OVER PARKING ao
<br /> @ ROOF SHTG. TO BE NAILED w/ 8d 0 6" OC EDGES & 12' OC FIELD - WHERE SCALE: %"=1'-0" O PARTY WALL DETAIL -,
<br /> Wc.QI
<br /> UNBLKD. APPLICABLE SCALE: 3/6" = 1'-0" _c-
<br /> = o w o
<br /> U � re)1.-1-1com
<br /> PROVIDE NO. 4 VERTICAL
<br /> CONTINUOUS /4 HORIZ. BAR 6" BARS AT A SPACING NOT
<br /> EXCEEDING 48 INCHES.
<br /> TO BE LOCATED 6" BELOW �IN
<br /> TOP OF WALL IRC R404.1.4.2
<br /> z
<br /> 14 REBARz� EXTERIOR SIDE: ONE LAYER 48" WIDE 5/8" TYPE X GYPSUM SHEATHING
<br /> cO REBAR APPLIED PARALLEL TO STUDS w f 1-3/4" GALVANIZED ROOFING NAILS 4" Q
<br /> II GRADE o/c 0 VERTICAL JOINTS AND 7 o/c 0 INTERMEDIATE STUDS & TOP &
<br /> BASED ON BOTTOM PLATES. JOINTS OF G SHEATHING MAY BE LEFT UNTREATED.
<br /> 1 i-i =-i I' 1HR N Cal ' GA FILE NO. EXTERIOR CLADDING TO BE ATTACHED THROUGH SHEATHING TO STUDS.
<br /> Ip I=1 I I1 I�-
<br /> 4 BAR W II
<br /> I I(-1 I'- � ����� WP 8105
<br /> a 12d MINIMUM II° II�'!I I 4"0 ROOF INTERIOR SIDE: ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD,
<br /> WATER-RESISTANT GYPSUM BACKING BOARD, OF GYPSUM VENEER BASE
<br /> HORIZONTAL I 3" MIN. DRAIN* APPLIED PARALLEL OR 0 RIGHT ANGLES TO STUDS w/ 6d COATED NAILS,
<br /> to EXTENSION
<br /> I 4"� PERF. � 1-7/8" LONG, 0.0915" SHANK, 1/4" HEADS, 7" o%
<br /> I •SID. HOB I FTC. DRAIN d
<br /> NOTE: RAILING NOT REQUIRED
<br /> IN GRAVEL 03
<br /> ON DECKS w/IN 30" OF 5/4x4 CAP AND RAIL (2)
<br /> Ii O R405.1 Z FINISHED GRADE 8d GALV. EACH PICKET
<br /> tor'''. I, „" 14 g ¢ SIDING NOTE: ALL W000 EXPOSED TO WEATHER NOT PASS THROUGH
<br /> w_ .0 TO BE PRESSURE TREATED OR HAVE
<br /> ° r F =i,. `�
<br /> M N = Y \ 4 2x2 PICKETS SPACED SO L'- 0 Ct
<br /> �� M$I. d .�: \ \ SHEATHING NATURAL RESISTANCE TO DECAY
<br /> irlr THAT A 4" SPHERE MAY
<br /> NOT PASS THROUGH (LESS
<br /> IF FOOTING POURED SEPARATELY, #41 -HOUR EXTERIOR WALL DETAIL FLASHING FOR WATER TIGHTNESS
<br /> (2) CGrlTIN. HORIZ.
<br /> PROVIDE 14 BAR 48" O.C. MAX. BAR 3"-4" FROM BOT. 1HAN 4" GAP)
<br /> NOT TO SCALE
<br /> WTH STD. HOOK. EXTEND TO 3" OF FTC.
<br /> PR. TRT'D 2x LEDGER SAME DEPTH AS 18
<br /> CLR. FROM BOT. OF FTC. ROTATE 1'-0" MIN. 1 STORY
<br /> JOISTS Y°x4Y" LAG BOLTS, STAGGERED,
<br /> HORIZ. EXTENSION PARALLEL TO / 1'-3" MIN. 2 STORY 0 16"o/c LUS26 JOIST HANGERS (3) 16d GALV.
<br /> T 20 PLF PICKET
<br /> 1'
<br /> WALL FOR PROPER CONC. COVER. -11" MIN. 3 STORY TO
<br /> *ROOF DRAIN TO BE SEPARATE FROM FOUNDATION DRAIN 5/4x4 TREATED OR TREX DECKING TOPLIED AT RIGHT ANGLE
<br /> TO TOP OF RAIL
<br /> 0 PLAIN CONC. FN D. DETAIL 2" 1 I T MIN @I�,L JOISTS PER PLAN SOLID BLOCKING 2x RIM
<br /> JOIST F
<br /> SEISMIC ENE "D" SCALE: 1i" = 1'-0" FLOOR JOISTS J r ----\...5/4x4 DIAGONAL BRACING 0 z
<br /> UNDERSIDE OF JOISTS W/ (2)16d 15
<br /> BEAM PER PLAN POSITIVE �15
<br /> TO EACH JOIST CONNECT TO COLUMN O z
<br /> SIMPSON LTT19 0 4 LOCATIONS 5/4x4x2'-0" SCAB TIE L
<br /> EVENLY DISTRIBUTED ALONG DECK EA. SIDE N. P
<br /> V/\' & 1 WITHIN 2' OF EA. END OF
<br /> w
<br /> LEDGER. HOLDOWN DEVICES SHALL
<br /> FULLY ENGAGE DECK JOIST 4x4 PRESSSURE TREATED
<br /> 3%"0x5" L FULLY THREADED LAG SCREW COLUMNS cv
<br /> w/ HVY WASHER. PREDRILLED w/ MIN W
<br /> co z
<br /> 3" PENETRATION INTO TOP PLATE, -1 w
<br /> STUDS OR HEADER SIMPSON COL BASE
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<br /> CL pz
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<br /> IN
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<br /> � GRADE
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<br /> A CONCRETE FOOTING PER
<br /> FOUNDATION PLAN
<br /> ® DECK DETAIL
<br /> SCALE:.1/2"=1'-0"
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