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GENERAL SPECIFICATIONS:•
<br /> PREAB. ENGINEERED ROOF WIDTH OF LANDINGS SHALL Z c
<br /> NOT BE LESS THAN THE w H
<br /> Si!). 36 }� WAIL STAIRWAY SERVED. LENGTH v 2 Is ,•
<br /> CONTRACTOR
<br /> SHALL VERIFY ALL SITE CONDITIONS BUILDING DIMENSIONS, SHALL TRUSSES 0 24' O.C. O.N.O.) OPT. OPEN RAIL SHALL BE 36SE MINIMUM T Z g o
<br /> SPACE PICKETS g
<br /> REPORT ANY VARIAl10NS TO THE DESIGNER FOR RESOI U110N PRIOR TO •� THE DIRECTION OF TRAVEL CONSTRUCTION. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED. R(X)FING PER PLAN 22
<br /> I:� c SO 4 SPHERE a 2 iv to
<br /> CODES 2015 2015 UNIFORM PLUMBING CODE(UPC),INTERNATIONAL RESIDENTIAL CODE ,2015 INTERNATIONAL.MECHANENERGY WEND BAFFLE W/1' MIN. AIR SPACE Q o
<br /> CODE W , ICAL TRUSSES 0 2ll PREFAB ROOF
<br /> O.G MAY NOT PASS co N ,n
<br /> CODE (INC), AND ALL OTHER APPLICAIILE CODES SIMPSON H2.5A OR HI EACH SPECIAL TRUSS w/VERT. -' 1
<br /> STRUCTURAL 12 TRUSS TO TOP PLATES wEes 24" aC 3 ' TYPE m �,
<br /> �. x GM ON eo1H soEs W
<br /> SEISMIC ZONE D1/D2 PER FIG. R301.2(2) & ENGINEERING o . TO ROOF SHEATHING •�
<br /> m m \\ PLAN 2x SCREENED VENT BLOCK ' 6 SPHERE
<br /> HNTRIAN 0 w c •,
<br /> WIND (DP. B) BASIC SPEED: 85 MPH PER FIG. R301.2(4) �, ? !!!! iI
<br /> R-49 INSULATION fAllifititifAta 8d GALV. 0 6 O.C. 1 r-- p can allo
<br /> COMPONENT/CLADDING LOADS /TABLE R301.2(2) .- g rn
<br /> �:�:��:�:�:�:�:�,�, (DIAPH. TO TOP Ply.) PREFAB ROOF
<br /> L. GM OR SAG X _ = z
<br /> } - ,w. !!!1 TRUSSES O 24' O.0 NOTE RESISTANT}� GWB 11 --P w ` 3
<br /> TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED UVE LOADS %' GWB OR SAG ��' \ NAIL DRYWALL w/6d 111
<br /> FlRESTOP PER R602.8 'o J x�i = -
<br /> �OADING LIVE DEAD TOTAL RESISTANT ' GM ` SPECIAL TRUSS w VDU. DRYWALL NAILS. 1Y ' o-
<br /> ROOF (GROUND SNOW) 25 PSF 10 PSF 35 PSFw DOUBLE PARTY WALL 2x4 016 o/cc�
<br /> GU11ER DRYWALL SCRW O / n
<br /> WEBSM ON BOTH S1DE3 4 " L---� .T o d wl
<br /> �_'
<br /> UNINHABITABLE ATTICS - NO STORAGE 10 PSF 10 PSF 20 PSF 2 LAP TOP PLATES
<br /> TE PER PLAN TYPICAL FASCIA TO ROOF SHEATHING 7'o.c. TYPICAL STUDS 0 16 o c. w/ 1 f \ 1--- v
<br /> UNINHABITABLE ATDCS LIMITED STORAGE 20 PSF 10 PSF 30 PSF48
<br /> ' THROUGHODUT-UNBLOCKD. •
<br /> SPACE BTWN. IC GYM EA. FIREBLOCK ADJACENT / ? t,
<br /> HABITABLE ATTICS do ATTICS w/FIXED STAIRS 30 PSF 10 PSF 40 PSF HEADER PER PLAN. USE 2 ►� I SIDE R-t5 INSUL (1 SIDE) WALLS PER IRC 602.8
<br /> BALCONIES (EXTERIOR) AND DECKS 60 PSF 10 PSF 70 PSF z FOAM BOARD W/ 4x HEADER 11,
<br /> '-' GWB OR SAG BREAK FLOOR SHTHG. Rlao SOUNo Bo (1) Zx TREADS do tx RISERS \/ 10' --
<br /> FlRE ESCAPES 40 PSF 4.
<br /> DE IN SPACE M� :. L-- Do
<br /> -
<br /> F= � NOTERESISTANT Jr GM AT PARTY WALL w ❑❑
<br /> GUARDRAILS/HANDRAILS 200 LBS AT TOP ANY DIRECTION > J�' G W,g, �� SIDING PER ELEYALICXJ 0 NAIL DRYWALL w/6d � RRESTOP PER R602.8 TIGHT FITTING FIRE STOP •' �' TYPE X GYM ON EA 1� - 2'0 (X)N11N. FULL `:. N GUARDRAILS IN-FlLL 50 LBS APPLIED TO 1 �. FT. ►� / DRYWALL NAILS t7 I 2x RIM JOIST(BOTH LENGTH HANDRAIL WITH :„ °CI
<br /> PASSENGER WHICHLE GARAGES 50 PSF IF ELEVATED 2000 LB PT. R-21 INSUL TYPE 15 FELT OR DRYWALL SCRW 0 DOUBLE PARTY WALL 2x4 )
<br /> ROOMS OTHER THAN SLEEKING ROOMS 40 PSF 10 PSF 50 PSF w WATERPROOF BUILDING PAPER STUDS 0 16'o a w 1' ._ UNITS Vie MIN SPACE TO WAIL
<br /> To.c. TYPICAL / RETURN ENDS TO WALL ; :,
<br /> SLEEPING ROOMS 30 PSF 10 PSF 40 PSF cn 2x6 STUDS 0 16' O.0 THROUGHOUT-UNBLOCKD. SPACE BTWN. �' '(1 GWB EA. Il►il FIR JSTS. PER PLAN OR TERMINATE AT POST. kt 0a
<br /> STAIRS 40 PSF 10 PSF 50 PSF �� ( SIDE R 15 INSUL (i SIDE) ;.s1::,..411 HANDRAIL TO SUPPORT 200
<br /> OR 300 LB PT. LOAD ON 4 SQ. IN.
<br /> ' APA T&G OSB OR PLYWD. CD 2x6 BASE PL _WI 16d O 16' O.0 ia
<br /> BREAK FLOOR SHTHG. )i` RIGID SOUND BD (1) Jr as -� LB. LOAD APPLIED IN ANY
<br /> ALL BEAMS, GIRDERS, HEADERS, RAFTERS, do JOISTS TO BE HEM FIR NO. 2 OR INT. W/EXT. GLUE NAIL W/ TO JST& 2-16d EA STUD AT PARTY WALL w// �,', SIDE IN SPACE FlRESTOP PER R602.8 DIRECTION. ^
<br /> TIGHT FITTING FIRE S11/ :•
<br /> BETTER AS NOTED ON PLANS GLUED LAMINATED LIMBERS SHALL BE MANUFACTURED 10d 0 6 0.C. EDGES do SPUD ti
<br /> 2x RIM JOIST W/3-16d 9x RIM JOIST(BOTH i DOUBLE PARTY WALL 2x4 COUNGS UNDER STAIRS ,
<br /> BUG. do 010 O.C. IN FIELD 3i` MINIMUM 1J4 u;
<br /> do IDENTIFIED AS REQUIRED IN AITC A190.1 rk ASTM D3737. EACH JOIST I
<br /> UNITS) MIN. REQ. STC = 50 I STUDS 0 16'aa w/1" WHERE ACCESSIBLE MAXIMUM NOSING ,
<br /> .— SIC = 57AS SHOWN I�
<br /> } ill II FLR JSTS. PER PLAN .4. SPACE
<br /> NSUL
<br /> .
<br /> PLYWOOD INDEX: CD. ROOF& SUBFLOOR SHEATHING PER TABLE R503.21.1(1).
<br /> WALL SHEATH)PER(TABLE R602.3(3) & R602 4. SHEATHING FASTENERS PER SOLID ORCT. FLOOR JSTS PER PLAN DAI
<br /> TABLES R602 1 & 2). ) 0 SUPPORTS ��II
<br /> STRUCTURAL FASTENERS PER TABLE R6023(1). . G.W.B. SIDE WALLS TO BE 1-HOUR ./ .. RIGID SOUND BD (1)
<br /> WOOD IN CONTACT MEMBER II B EORATED. SEE DETAIL FIRESTOP PER R602.8 ilaT BREAKART STOP . I SIDE IN SPACE (SI STAIR DETAIL SCALE: = ,'-0• r\
<br /> TH CONCRETE, NEAR GROUND, OR WOOD EXPOSED TO WEATHER TO 2-2x6 TOP PLATES
<br /> BE PRESSURE TREATED OR NATURALLY DURABLE WOOD PER R317. LAP SPLICES 48' I ; 2x1' TYPE IS GWB ON EA o
<br /> III
<br /> r DOUBLE PARTY WALL 2x4 RIM JOIST(BOTH N
<br /> CONCRETE&REBAR; MIN. REQ. STC = 50 ' UNITS) \ n.
<br /> HEADER PER PLAN. STC = 57 AS SHOWN STUDS O 16 o.a w/ 1 �_.� co SPACE BTWN. 91' 7C GWB EA. I`( o o
<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) /1///111//1 �' FIR JSTS PER PLAN
<br /> W/ 4x HEADER 1//.1.LLIJ►././. �i oCLOSER TO THE OUTSIDE FACE THAN J¢ THE WALL THICKNESS. REBAR COVER PER ACI Z %' T-1-11 PLYWD OR) CDX
<br /> 318 FOOTINGS TO BEAR t)H 1500 PSF MINIMUM UNDISTURBED SOIL CONCRETE TO BE ' G.W.B. PLYWOOD SH1G OR �s O.S B.o
<br /> RIGID SOUND BD (1) FLOOR/O3UNG ASSEMBLY OVER GARAGE do CARPORT; Ili, m cS MESTOP PER R602.8 .
<br /> MINIMUM F'c = 2500 PSI 0 28 DAYS (3,000 PSI FOR GARAGE/CARPORT SLABS, > ►�' NAIL 8d 6' O.C. EDGE, 12' OAT FLOOR SHTHG DE SPACE 1-HOUR FIAOR/CEILING ASSEMBLY B PER ICC SPAN RATED SHEKIHING (EX ESR-1153
<br /> EXTERIOR PATIO SLABS ON GRADE, &WEATHER EXPOSED BASEMENT, FOUNDATION WALLS, ''' ► AT PARTY WALL w7 RIM JOIST BOTH 48/24 T. 1,A FLOOR JOIS15 PER F100R FRAMi�NG PSI ANC) 111 F o Lu
<br /> R-21 INSUL O.C. FIELD OR PER ENGINEERS TIGHT FITTING FIRE sTW Y GWB ON �, t 5
<br /> PORCHES, AND STEPS W/5X-7X AIR ENTRAINMENT). MINIMUM DESIGN EQUIV. FLUID S.W. SCHEDULE. ( 1W0 LAYERS OF) TYPE X GWB
<br /> PRESSURE = 35 PCF CR PER SOILS ANALYSIS. W UNITS DOUBLE PARTY MALL 2x4 S1UDS 0cn 2x6 STUDS 016 0.C. 2x6 BASE PL W/ 16d 016' 0.C. �/-2x
<br /> ) RESIL ENT CHANNELS 016' 0.C. APPLIED To I 16'o/c w/i'SPACE BMW 9G X 1TO JST do 2-16d EA STUD 2999999 FIR JSTS. PER PLAN PERPENDICULAR TO UNDERSIDE OF JOISTS 1 GWB EA.'S OE
<br /> LISP STRUCTURAL CONNECTORS OF EQUIVALENT STRENGTH MAY BE 34' APA T&G OSB 2xOR PLYWD. CDRIM JOIST W/ 3-16dSTC 50 2x4 EtASE PIATE
<br /> SUBSTITUTED FOR SIMPSON HOLDOWNS, STRAPS, AND CONNECTORS INT. W/IXT. GLUE. NAIL W/ EACH JOIST •
<br /> 2x4 PRESS TRTD. SILL PLATE - 2x4 PR. TR1D SILL PLATE J¢'4 X 10'
<br /> tOd 0 6. O.C. EDGES & SOLIDCRAWL SPACE PER �� wPLAN it A.B. 48•"o.c.
<br /> 1OR PER OF ANCHOR BOLTS 0 48' OR PER PLAN &
<br /> 2x6 PRESS. TRIO SILL PLATE W/ WALL SECT. a ( w/IN 12' OF EA END OF EA SILL PLATE.
<br /> BL1CG. &010' O.C. IN FIELD SILL ENDS. USED 7' MIN.
<br /> ROOFING OPTIONS: -'�- BTAWrBi: O.C. ENDS. �ISTALL 3oc3xY' PLATE wAst Rs I PLATE W S WASHERS.
<br /> 3x3x0.229
<br /> SPUD BLKG. FLOOR JSTS PER PLAN T///1/1/1/1/1/1/,"10 EMBED 7' MINIMUM. INSTALL 3x3xY to 4'CONC.SLAB
<br /> 0 SHAKE/SHINGLE ROOF INTERWV. w/18' WIDE STRIPS OF TYPE 30 FELT. 0 SUPPORTS PLATE WASHERS I I
<br /> NAIL w/ (2) GALV. FASTENERS PER EACH PIECE TO 1/2" CDX PLYWOOD . I
<br /> 8" L`J
<br /> SHEATHING OR EQUIVALENT PROVIDE 1/2' CCX PLYWOOD SHEATHING 0 18' MIN. CLEARANCE STEM WALL do FIG. I. 1_o FINISHED GRADE SLOPED FOR n
<br /> OVERHANGS u 6 MIN. FALL WITHIN 10' OR 1'-3' v
<br /> 12` MIN UNDER BEAMS PER PLAIN CONCRETE it =i '` PROVIDE SWALE OR DRAIN. .�i_
<br /> FOUNDATION DETAIL I� �.a, PARTY
<br /> 0 COMPOSITION ROOF: 0/NONPERFD. TYPE 15 FELL NAIL w/(4) GALV. R-30 INSULATION `� WALL DETAIL I'
<br /> FAS1N'R PER EA PIECE O/ 1/2` CDX PLYWD SHTG. OR EQUIV. w/1/2' CCX INSUL PLUMBING do MECH. ;t
<br /> 0 0/HANGS.
<br /> u.: (i) ao »;:
<br /> ® CONCRETE TILE ROOF: 0 TYPE 30 FELT. NAIL w/(2) GALV. FASTENERS INT GRADE 6 MIL BLACK POLY BARRIER. co!' ROOF DRAIN 4 1F IG DR
<br /> 4) 4Jr� SEPARATE FROM FIG. DRAIN SCALE: " = 1'-0" 3�i MIN W
<br /> PER EA PIECE OVER 1/2 CDX PLAID SHTG. OR EQUIV. w/1/2' CCX 0 LAP EDGES 12 MINIMUM C
<br /> 0/HANGS. MI 4'0 PERF PIPE IN WASHED 121 .
<br /> (11!:
<br /> GRAVEL. CONNECT TO w
<br /> ® PLYWDMETAL ROOF: INSTALL PER MFG. SPECS. 0�TYPE 15 FELT 0/1/2' CDX APPROVED DISCHARGE SHEATHING OR EQUIVALENT w/ 1/2 CCX PLYWOOD SHEATHING 0 : TWO STORY SECTION OVER PARKING cn
<br /> 0 ROOF SHTG. TO BE NAILED w/8d 0 6' OC EDGES do 12' OC FIELD - WHERE APPLICABLE SCALE: %"=1'-0" O PARTY WALL DETAIL —I rn
<br /> UNBLXD.
<br /> SCALE: %" = 1'-0" w t 3 r i :i
<br /> R
<br /> N
<br /> Ow'--Al
<br /> O
<br /> w a0O ``'
<br /> PROVIDE Na 4 VERTICAL o.--0°
<br /> CONTINUOUS 14 HORIZ. BAR 8" BARS AT A SPACING NOT
<br /> TO BE LOCATED 6' BELOW /MINI, EXCEEDING 48 INCHES
<br /> TOP OF WALL IRE R404.1.4.2
<br /> \ wj=
<br /> `O REBAR I . z EXTERIOR SIDEONE LAYER 48' WIDE 5/8' TYPE X GYPSUM SHEATHING z
<br /> APPLIED PARALLEL TO STUDS W/1-3/4' GALVANIZED ROOFING NAILS 4' .�
<br /> -p GRADE • % 0 VERTICAL JOINTS AND 7" o/c 0 INTERMEDIATE STUDS & TOP
<br /> < i i i_R i i-i i,- \ s 1 BASED ON BOTTOM PLATES. JOINTS OFF GYPSUM SHEATHING MAY BE LEFT UNTREATED.
<br /> , r .I I-)I i- 1 HR`1X1 IN} GA FILE NO. EXTERIOR CLADDING TO BE ATTACHED THROUGH SHEATHING TO STUDS
<br /> I I I I' WP 8105
<br /> x4 BAR w/ q a,
<br /> Q 12d MINIMUM M^`I 1' 4'0 ROOF X INTERIOR SIB ONE LAYER 5J8' TYPE X GYPSUM WALLBOARD,
<br /> HORIZONTAL 63' MIN. DRAIN* a WATER-RESISTANT GYPSUM BACKING BOARD, OF GYPSUM VENEER BASE
<br /> co EXTENSIONO '° APPLIED PARALLEL OR 0 RIGHT ANGLES TO STUDS w/6d COATED NAILS,
<br /> ' STD. / 4'0 PERF. c 1-7/8' LONG, 0.0915' SHANK, 1/4' HEADS, 7'
<br /> FIG. DRAIN
<br /> NOTE RAIUNG NOT REQUIRED
<br /> �� 4 GRAVEL Z ON DECKS w/IN 30' OF 5/4x4 CAP AND RAIL (2)
<br /> 2' DIM ... . FINISHED GRADE 8d GALV. EACH PICKE
<br /> NOT PASS THROUGH
<br /> MIN NCI NOTE ALL WOOD EXPOSED TO WEATHER ` J
<br /> II RV M M SIDING
<br /> TO BE PRESSURE TREATED OR HAVE
<br /> SHEATHING NATURAL RESISTANCE TO DECAY
<br /> cD �N . y. Ye \ -cl 2x2 PICKETS SPACED SO L.L. O
<br /> E THAT A 4' SPHERE MAY
<br /> �4 1 --HOUR EXTERIOR WALL DETAIL NOT PASS THROUGH p s IF FOOLING POURED SEPARATELY, (2) COWAN. H(NtIZ. FLASHING FOR WATER TIGHTNESS THAN 4' GAP)
<br /> PROVIDE ¢4 BAR 48' O.C. MAX. BAR 3'-4' FROM BOT. NOT TO SCALE
<br /> WITH STD. HOOK. EXTEND TO 3' OF FIG
<br /> PR. TRT'D 2x LEDGER SAME DEPTH AS wig g
<br /> CIR. FROM BOT. OF FIG. ROTATE 1'-0' MIN. 1 STORY JOISTS J¢'x4 LAG BOLTS, STAGGERED, •+
<br /> HORIL EXTENSION PARALLEL TO i 1'-3" MIN. 2 STORY
<br /> !U FOR PROPER CONC. COVER. 1'-11" MIN. 3 STORY 016"0% LUS26 JOIST HANGERS (3) 16d GALV. EA. PICKET
<br /> *ROOF DRAIN TO BE SEPARATE FROM FOUNDATION DRAIN
<br /> TO RESIST 20 PLF LOAD
<br /> APPUED AT RIGHT ANGLE
<br /> 5/4x4 TREATED OR TREX DECKING TO TOP OF RAIL
<br /> C) PLAIN CONC. END. DETAIL x 2xRIM
<br /> SEISMIC ZONE b' SCALE J¢' = 1'-0` 2 MIN JOISTS PER PLAN SOLID BLOgCiNG J(XST
<br /> FLOOR JOISTS-I 5/4x4 DIAGONAL BRACING 0 c
<br /> UNDERSIDE OF JOISTS W/ (2)16d BEAM PER PLAN POSITIVE
<br /> WF-
<br /> TO EACH JOIST CONNECT TO COLUMN
<br /> N
<br /> SIMPSON LTT19 0 4 LOCATIONS 5/4x4x2'-O' SCAB TIE
<br /> EVENLY DISTRIBUTED ALONG DECK EA. SIDE �n a
<br /> & 1W11HIN2' OF EA. END OF 3
<br /> LEDGER. HOEDOWN DEVICES SHALL N rE
<br /> —
<br /> FULLY ENGAGE DECK JOIST 4x4 PRESSSURE TREATED ;L'
<br /> %" -I LYI
<br /> 0x5' L FULLY THREADED LAG SCREW COLUMNS x N a
<br /> w/ HVY WASHER. PREDRILLED w/ MIN7 W & CO(i
<br /> 3' PENETRATION INTO TOP PLATE, 6 Z
<br /> STUDS OR HEADER SIMPSON COL BASE a ©W .
<br /> z
<br /> \ GRADE 0 o
<br /> l
<br /> N Z
<br /> a
<br /> i \_CONCRETE FOOTING PER
<br /> FOUNDATION PLAN
<br /> :,
<br /> © DECK DETAIL
<br /> SCALE: 1/2"=1'-0"
<br /> 7
<br /> 6
<br /> 8 .. .
<br /> J
<br />
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