|
PFWCAST WEADERIMN)
<br />2 X 4 (MIN 2 X 3� 1-3/16 TAPCON
<br />OR DRIVE PIN (MIN SHANK SIMAS
<br />MIN HEAD SIZE 300
<br />MIN EMEED""ENY )1/41)
<br />VPROM BAC14 END �ANOIWS'
<br />.1
<br />MAX` MIN 1-1/4. EMBE
<br />of
<br />2 X & (MIN 2 X 3) 2-3/16 TAPCON A
<br />SWANK SIZE
<br />OR DRIVE PIN (MI &tANK SIV-145
<br />MINNWAD SIZE 300
<br />MIN EMBEDMENT 1 1/4')
<br />8* FROM EACH END AND 10'
<br />0C. MAX. M"""'E"BED"B"T
<br />2 X . IMIN I X 3) 2-3116 'l.APCDN
<br />OR DRIVE PIN fMIN SW ZE "j,
<br />' 1 .10
<br />MIN HEAD at 3
<br />AW ZE to
<br />2X4 SOLID ELocKII
<br />Dt-LENT 1/4)
<br />MIN o" E 1
<br />9E CURE TO SWEAT14ING W/
<br />PROM E !. END AND 18
<br />M, N. 2-12d PER BLK EA. END
<br />MAX. MIN 1-1/4' E MBECMENT
<br />1116' OW 614EATWINS.
<br />CMU WALL
<br />ARCHWAY DETAIL
<br />rl_'�i6" AND UNDER
<br />DEL' 'POP PLATE
<br />2X4 16' OC. MAX
<br />SECURE 2X4 W/ 2-V
<br />TAPC" OR DRIVE PIN
<br />(MIRSWANK IZE.W&M(K
<br />MAD SfSZE _." H
<br />EM5E VOIN D'
<br />EA. ENN`X`OTWT 10 EXCE D
<br />WO.C. MAX
<br />ISL 2X4 SOLIC
<br />OCKW. SECUM
<br />TO SHEATHING WITI�
<br />MR 2�12d PER ISLK
<br />EA� PC
<br />PRECAST WEADEWMIN)
<br />2 4 (MIN 2 X 3)1-3/16 TAPCON
<br />OR DRIVE PO4 (MIN SWANK e.IZEJ45
<br />MIN WAD SIZE 300
<br />DM. TOP PLATE
<br />MIN EMBEDMENT 1 1/49
<br />2X4 16'0.r- MAX
<br />FROM EAC34 END AND 18'
<br />SECU 2X4 TO
<br />WOOD W/2-RE
<br />- 6'-V
<br />_MAX. MIN 1-1/4' EMBEDMENT
<br />or
<br />2 X 6 (MIN 2 X 3) 2-3/16 TAPCON
<br />O.C. ;T12d
<br />OR DRIVE PIN (MIN SWANK 601.14!�
<br />MIN HEAD SIZE MO I
<br />V
<br />MIN Ef-iSEDMENT 1 1/41)
<br />SECURE 2X4 W1 246'
<br />0' PROM EACH END AND 0-
<br />TAPOONS OR DRIVE
<br />r
<br />O.C. MAX MIN 1-1/4' EMBEDMENT
<br />PIN (MOIL SWANK 6 ZE
<br />2 X 6 (MIN 2 X 3) 2-3/16 TAPCON
<br />.149, MIN. HEAD SIZE
<br />OR DRIVI PIN (MIN SWANK SIZE.145
<br />-I" MR
<br />EMBEDMENT 1)'A'WIIN
<br />MIN HEAD 8'ZE,3"
<br />1/16'065 "AIWING
<br />5' EA END NOT TO
<br />4F:,CkUJAY
<br />M *4 EMBEDMENT 1/4')
<br />2X4 *'OC� MAX —
<br />EXCEED 19'0r-
<br />FROM EACH END AND 16'
<br />(WHEN OVER 16- IN WEIGHT.)
<br />MAX
<br />IST.PLATE
<br />_..,
<br />M AX MIN 1.1/4'EMBEDMENT
<br />2X4 SOLID BLOCKING —
<br />2X4 SOLID
<br />SECURE TO SWEATWIWG III/
<br />BLOCKING SECURE
<br />TO SWEATWN& WIT14
<br />V2' PLYWOOD
<br />OR 1/16' OAA
<br />MIN. 2-12d PER ELK EA END
<br />r,--,\EXTERIOR ARCHWAY
<br />1,W OjSAk OR �y PLYWOOD SWEATWW,
<br />-30 ELM FELT
<br />24' WIDE 2o GA. GALVANIZED METAL
<br />FLASHING
<br />(D MJST ADD DISIV, 36- WIDE AND
<br />AND MAT BE A MIN 24' ODE METAL.
<br />rimEnsLAss swNGo_Es
<br />rr--'\CLOSED VALLEY FLASHING DETAIL
<br />N �T..
<br />4 T
<br />I �L& B EXT.
<br />o= 4 TIE
<br />S'MPSON
<br />SP4 32'
<br />SIMPSON SIP4 2X4 i;;L Top PLATE
<br />01C.
<br />12' O.C. In' DRYWALL
<br />WOOD STUD$ -16'0,c�
<br />/"_2)C4
<br />UNLO. ON TRUSS PLAN
<br />2X4 CONT. STRE"
<br />BLOCKING. MID -WALL
<br />x4 PT. ATE
<br />SIMPSON SP4
<br />32' D.C. MAX
<br />I vx�
<br />V2*XS' AS. a2' D.C.
<br />I EMBEDMENT
<br />T
<br />SLAB
<br />'-2 -54 CONT.
<br />I -STORY
<br />INT. BEARING WALL
<br />E' n
<br />���TE� 1O=.LLS" PLIFT OR
<br />W/No U
<br />WAS FLOOR LOAD ONLY , DO NOT
<br />INSTALL CONNECTORS.
<br />16, orc. MAX,
<br />T4
<br />IST F OOR STUDS To
<br />IND L
<br />SI FLOOR STUDS
<br />MPSON MSTA-36 32'
<br />O.C. MAX
<br />PRE-EW. FL TRUSS
<br />COR
<br />DOUBLE TOP PLATE
<br />2x4 CONTIN01,16 STRESS
<br />BLOCKIWS MID WALL
<br />2x4 STUD$ * 16' O)C. MAX,
<br />lox
<br />1/2'GYP. ILL. 00.
<br />SECURE 157. PLATE TO SLAB
<br />wl J,xs, ANCHOR BOLT Wl 2'
<br />UWASWER SET IN SIMPSON
<br />HIGH STRENGTH EPDXY I'
<br />EMBED. MR
<br />SIMPSON SP4 - 32'OZ, MAX
<br />INT. 2-STORY 1.13.w.
<br />-ALE, in
<br />ARCIIWAY DETAIL
<br />16- AND UP
<br />SCALE,
<br />C PRE-Ewl TRUSSES OR
<br />ONV. FRAMED RAFTERS
<br />J* OAS. _8,WEATWINdG OR
<br />CDx PLYWOOD SECLINE
<br />PER FASTENER SCHEDUL
<br />2.A BLOCKING LINDE
<br />(3)12d'. EAC44
<br />2x DOUBLE TOP PL
<br />STUDS
<br />MTS42 - EVER I
<br />2X4 ST. PL
<br />DORMER
<br />AA T
<br />IT �E MWO
<br />. -AL
<br />DM. TOP PLATE
<br />15ECLFE 2 X KIP TO PIT
<br />W/2-12d& 6--b- OC. MAX.
<br />1/8, TEXTURED FINISH
<br />1/1&406S &.1EATWINd.
<br />OZ MAX
<br />2X 16
<br />(W-EN OVER 16' IN 141111614T.)
<br />2 X 4 (WHEN 16- IN WRIGHT-)
<br />OVER
<br />1/4'TEMI-ERE
<br />GLUE 4 NAIL WDIZA&SCON[YE O.C.
<br />F NEEDED.
<br />2 X SOLID MLKG - ARC44
<br />SECURE W/2-12d EAC14 END
<br />MTL IUDW FRAME
<br />+JOTE- NO GAP - UM FRAME
<br />TO EXCEED 1/4'
<br />ARCHWAY DETAIL
<br />CUTAWAY
<br />2 X 4 (MIN 2 X !1) 1-3/16 TAPOON
<br />OR DRIVE PIN (MIN SHANK SIZE.145
<br />IZ
<br />MIN HEAD SZE 300
<br />M IN EMBEDMENT 1 1/4')
<br />S'FROM EACH END AND 10'
<br />EXISTING BLK AMV.
<br />O.C. MAX. MIN 1-1/4' EMBEDMENT
<br />1/4'TEXTURED FINISH
<br />2 X 6 tMIN 2 X 3) 2-3/16 TAPCON
<br />1/8, TEXTURED FINISH
<br />OR DRIVE PIN (MIN SWANK VIEWS
<br />MIN HEAD SIZE 300
<br />1116'065 SWEATWIN5.
<br />MIN EMBEDMENT 1 1/49
<br />S'PIWM EAC14 END AND IS*
<br />2 X 4 *'D.C. MAX,
<br />D.C. MAX. MIN 1-114- EMBEDMENT
<br />(WHEN OVER I&- IN WEIGWt)
<br />2 X 4 fWWEN OVIER 16'
<br />2 X 0 (MIN 2 X 3) 2-a/lb TAPCON
<br />16, IN WRIGHT.)
<br />OR DRIVE PIN eMIN SHAW, SIZ!.Wb
<br />MIN WMAD SIZE 300
<br />MIN
<br />2 X SOLID ISILKY, - ARCH
<br />SECURE W*-12d EACH END
<br />FROM ==� .1114'�
<br />ATTAC4tlENT PER
<br />O.C. MAX. Mr,
<br />MANUFACTURER'S SPECS.
<br />MTL WI>W FRAME
<br />1/4'TLI
<br />O�TE� No - WDUI FRAME
<br />GAP
<br />GLUE 4 NAIL W10d* V-12'0,C,
<br />70 EXCEED 114
<br />IF NEEDED.
<br />ARCHWAY DETAIL
<br />CUTAWAY
<br />ROOF TRJSS UPLIFT
<br />CONNECTOR NOT
<br />SWOLLN FOR
<br />CLARITY (SEE
<br />SHOP EAGS.)
<br />EXTERIOR WALL
<br />SLEATHING (SEE
<br />NOTES) FASTEN EACH STUD
<br />To [:>BL. Top PLATE
<br />W1 LISP SPT24 NAIL
<br />PER MANI SPECS.
<br />SECTION AT TOP
<br />r,--�OF EXTERIOR WALL
<br />ASFWALT SWING415 OVER
<br />30 FELTON 1/16 OAS.
<br />FWIE-ENG GABLE TRIAS
<br />SPF STFFBACK
<br />SIZE A CONNECTION)
<br />(SEE SEALD EW.. PACK FOR
<br />2.4 OFF BLOCKING BETWEEN TRUSSES
<br />WHERE 'X'BRACIW. 16 PRESENT
<br />COW. 2.4 SPF RAT RUN
<br />EACH
<br />SECURED W III Ild', I
<br />TRIM
<br />(2� 2.4 -2 S.Y.P. DIAGONAL BRACE Wl (3)
<br />12d'. . EACH TRium (DIAGONAL
<br />X-BRACING, TO COVEw;-TwjwS
<br />Gypsum
<br />BOARD OR
<br />HIGH STRENGTH CLG.
<br />NOTE� BOARD
<br />DIA40NAL BRACE CENTER Or TRUSS SPA" OR WIGI-IEST RIID3111.
<br />DIAGONAL BRACE TO BE . ANY &PAN W-O' OR GRATER REMIR TO
<br />TRUSS, ENG, FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT.
<br />0'-V' TO 30'-0'(1) X-BRACE
<br />TO 60'-0'(3) X-BRACE el) X-BRACE - CENTER AND (2)
<br />BRACE DIVIDED EQUALY FROM CENTER TO END
<br />@lo�gGAABLE X-BRACINIG
<br />SCAl.0'
<br />LIE, 1/2'.1'
<br />2. RIDGE ONE SIZE LARGER
<br />T14AN RAFTER SIZE
<br />MR (3)lki NAILS OR
<br />MR f4) 10d CAN NAILS
<br />lxb COLLAR TIE AT EVERY OT14ER
<br />RAFTER W1
<br />MIN. (3)12d NAILS OR
<br />MIN. (4) 1" GUIN NAILS
<br />HAILER SECURE TO TIRUSSES
<br />BELOW W/
<br />(2)[24 NAILS OR
<br />(3) Wd GUN NAILS - EA, TRUSS
<br />RAFTER TO TRJ" MTS-12
<br />CREATE VOID I -OR STRAP
<br />ROOF DECKING OVER
<br />PRE-EW. T111USSES
<br />PRE-EW� TRUSS
<br />COj LVr
<br />2
<br />O�D ROOF
<br />0'-0' TO 30'-0' (1) �X' BRACE
<br />30'-I'TO 60-0' (3)'X' BRACE
<br />(I 'X'ISRACE - CENTER)
<br />(2 'X'BRACE DIVIDED ECIUALY PROM CENTER TO END)
<br />FII5ER5.LAa6 SHINGLES OVER
<br />-30 FELT ON
<br />(2) 2X4 -2 SYP DIAGONAL BRACE
<br />Ull 3-12d . EA TRUSS ( DIAGONAIL BRACE
<br />TO COVER 5-TIRUSSES
<br />2XA BLOCKING WHERE 'A'SRACING,
<br />is PRESENT
<br />(2) 10d NAILS EA END
<br />TO TRUSS
<br />SPF ST"MACK
<br />fSEE SEALD ENG. PACK FOR
<br />SIZE 4 CONNECTIOW
<br />1/16, OSB SWEATWIW. -
<br />USE Od NAILSAT
<br />2)<46�"l
<br />MJT,k�A
<br />opt 29 :1'2" 'OZ.
<br />SWrATWIW. NLAIILING TO BE
<br />6
<br />4: OC. IN FIE D
<br />O.C.-ALL EDGES LLV" NAILS
<br />TRIA6 24'-
<br />1115 UPLIFT
<br />bitIPSOM WTSM20
<br />W/10 led JO TRUSS
<br />AND (4) /4' x 2 1/4'
<br />TAPCONS TO CON
<br />POURED LINTEL
<br />- 2350 UPLIFT
<br />(2) SIMPSCM WTSM20
<br />INSTALLED ON OPPOSITE
<br />FACES Or BLOCK WALL
<br />WAO Od 70 TRUSS
<br />AND (4� 1/4' . 2 1/4'
<br />1/2' CL& BOARD
<br />NAIL CONT. RAT R.N TO
<br />TRUSS UV (2)12d - EA. TRUSS,
<br />2X4 SYP RAT ADJACENT
<br />TO DIAGONAL BRACE.
<br />DISIL TOP PLATE
<br />2X4 STUD 16' Or- MAX.
<br />STORY GABLE END CROSS BRACING
<br />SCALE:
<br />12' z
<br />FINISH 6 LANDING
<br />3/4' PLYWOOD FF.
<br />zl_
<br />DeL 2X(2
<br />>16*L
<br />36' MIN. PIN15H
<br />1 3/4' PLYWOOD WITH
<br />4 12-D COMMONS WINDER DETAIL
<br />LANDING DETAIL NAILED T14RU 3/4,
<br />PLYWOOD INTO
<br />FIN154-4 a LANDING——\ EACH STRINGER
<br />3/4' PLYWOOD FF. 7
<br />a-2 12 6TP STRINGER DBL 2X12
<br />X
<br />REINFORCED W/2X4 SPF OR
<br />W/CONT. BEAD OF FLOOR JOIST
<br />SUB -FLOOR ADHESIVE
<br />FL-400 OR SIMILAR a
<br />EA HORIZONTAL RUN
<br />DEIL IX11
<br />OR
<br />'C',
<br />ST
<br />SECURE TREADS TO STRINGER
<br />W/(3)05 3' SCREW$ * EA
<br />STRINGER, UNTPREADED SHANK
<br />TO EXTEND BEYOND THICKNESS
<br />OF SU5-FLOOR SHEATHING
<br />NOTE:
<br />5TAIR5 RISER TO CONIF M
<br />TO FBCR 5TW EDITION (2014)
<br />MIN. TREAD 10', MAX. RISER 1-3/4'
<br />311ro' MAX. VARIATION IN RISERS/TREAD5
<br />ADJACENT TO EACH OTHER
<br />3/a' MAX. VARIATION IN ANY RISER/TREAD
<br />HANDRAIL CIRCULAR CROSS SECTION DIA.
<br />TO BE 1 3/4' +-1/4' OR PROVIDE EQUIVALENT
<br />GRASFIABILIT'r'
<br />WINDERS- MIN. ro' WIDE o NARROW END
<br />MIN. 11' WIDTH o 121 FROM NARROW END
<br />B4' MIN. HANDRAIL HGT.
<br />PRE-ENd. TRUSS
<br />CONTINUOUS
<br />BONDBEAM
<br />2XI2 TREAD
<br />CUT TO FIT 'I[
<br />IX& RISER
<br />HAND RAIL,
<br />7
<br />-
<br />;o N
<br />DRTUJALL-,,,,
<br />IXIO TRIM�
<br />I' NOSING TYP.
<br />(3) 10d CUT NAILS
<br />tv 2X4 P.T.
<br />SLEEPER INTO
<br />SLAB
<br />03 j'�STAIR SECTION DETAILS
<br />SCALE; 3/4'-1'-0'
<br />Dmign
<br />GrWowon.
<br />Inc.
<br />p
<br />L44i N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32760
<br />PH: 407-77448078
<br />FAX: 407-774-4078
<br />wwwabdesigrigroup.00171
<br />L AA 0003325
<br />SILVERADO
<br />LOT 29
<br />BLK 6
<br />PF&OJMT#
<br />04128.000-02961
<br />mopmu
<br />4ENI3
<br />1751-NEUVILLE"
<br />GARAGE BWXNG:
<br />LEFT
<br />PAGE:
<br />misc.
<br />DETAILS
<br />%,150 MPH EXAP. Bpff
<br />rARCARCHITECT.-.-
<br />�T
<br />STATE OF FLOWA
<br />k"A.. CPAJ
<br />AR NO 93723
<br />rlI)ATM 11/09/17
<br />UNT
<br />NCALM 1/4"=V-0"
<br />D5
<br />
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