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FSECURE 2x& MIN. TO MILK W/ (2) h'
<br />ANC44OR BOLT W/ 2' WA84-ER SET
<br />.
<br />EPDXY 4' 2MIMD,
<br />SECURE 2x4 0 IN
<br />TO E
<br />FLAT TO MILK
<br />W/ CUT NAILS,
<br />SIDE&
<br />2X6, GAIRACZ DOOR BUCK W (3)
<br />)J'XS' J-DOLTS 4' EMBEDMENT MIN.
<br />W/ 2`X2X6 WASHER AND NUT
<br />SPACED EVENLY FROM FLOOR TO
<br />GARAGE DOOR WDR. IN JOINTS
<br />PRIOR TO FILLING,
<br />I-2X6 PT BLOCK - CENTER OF
<br />DOOR HEADER LLV(I))J'Xe* J-BOLTS
<br />4'EMBEDMENT W/ 2'X2*>0.* WASHER
<br />AND NUT
<br />NOTES,
<br />Ic
<br />ALL ANCHORS $14ALL BE IN ACCORDANCE TO
<br />MANJ�ACTURER'S INSTALLATION NSTRJCTICN9 WI -ERE
<br />SUCH INSTRUCTIONS APE MORE STRINGENT
<br />uAnAuz uuun
<br />BU�!K MEN
<br />VCARM.
<br />_H q IJI 11
<br />2X4X*SE
<br />&'4'O,C. MAX TYP
<br />2X4 SECURE TO 2X4 5LK W/2-12d
<br />SECURE TO ELK Uy MrTA-16
<br />W_,.�NSION @ OPT SERVICE DR.
<br />2X4 SECURED TO
<br />GABLE END
<br />W(2A26.rA. UPRIGHT
<br />2X4 SECURED TO
<br />GAISLIE EWS tLV(2)12d
<br />1 61-81 orc.
<br />t
<br />FRAMED OVERHANG
<br />NOT USED
<br />STICK BUILT WALL DETAIL
<br />1/16, C
<br />2x4 -
<br />ISTM
<br />PLATE
<br />MAX
<br />PRI TRUSSES W/ TFUS6
<br />SPS . EA STUD TOP 4
<br />BOTTOM
<br />CONNECTOR VERIFY W/
<br />FRAMIN6. PLAN
<br />PRE-ENG, TRUSSES WITRUSS
<br />7. N.
<br />DO-OLE TOP PLATE
<br />E
<br />CONNECTOR UP TO -10"
<br />UPLIFT
<br />CRIPPLE STUD& . 16, 01C.
<br />MAX
<br />DOUBLE TOP PLATE
<br />SIMPSON LSTA-12 - EA JACK
<br />SIMPSON MOTA-24 . EA. JACK
<br />STUD, BOTH SIDES OF
<br />OPENING.
<br />2XS STUDS, - 16' OjC. MAX W1
<br />SHEATHING. SWEATWIWG TO BE
<br />2x STUDS * 16'O.C. MAX W1
<br />WITHIN J'CF WINDOW/ DOOR
<br />514EATW &-lEATWING. TO BE
<br />OPENW. AMD SECURE PER
<br />i�ING.
<br />WITWN OF WINDOW/ DICOR
<br />FASTENER SCHEDULE
<br />IW
<br />OPEN , AND SECURE PER
<br />(2) STUDS, (2) JACK$ . EA.
<br />F46TENE R SC44EDULE
<br />SIDE Or OPENING
<br />KING STUDS (SEE HEADER
<br />JACK STUD ASSEMBLY TO BE
<br />r
<br />SPAN 'WART FOR DETAILS
<br />SECURED ONE PLY - A TIME,
<br />A SPE
<br />ND CFICATION)
<br />USE 12d NAILS, TWO WITHIN 6'
<br />JACKS (SEE HEADER SPAN
<br />� EACH END 4 NO MOIRE
<br />CHART FOR DETAILS AND
<br />THAN 12' O.C. STAGGERED
<br />SPECIFICATION)
<br />WINDOW SILL W/CRtPPLE5 0
<br />JACK STUD ASSEMBLY TO BE
<br />16, Olc�
<br />SECURED ONE PLY 0 A TIME.
<br />USE 74 NAILS, TWO WITHIN 6'
<br />�fjl&� ANCHOR BOLT
<br />OIC. MAX WITW I -
<br />FROM EAC44 END 4 NO MOPE
<br />EMBEDMENT AND 2-
<br />THAN 12'Or. STAGGERED
<br />DIA. WASHER
<br />SP4 OR W5 - TOP AND
<br />-SIMPSON MSTAM-24 - EA
<br />BOTTOM PLATE$ - EA. FULL
<br />JACK, SECURED W
<br />LENGTH STUD , BOTH SIDES
<br />4
<br />SPECIFIED ANCHORS
<br />OF OPENING.
<br />6WEATWIW. TO LAP TO TOP
<br />OF MASONRY WALL.
<br />2X& P.T. BOTTOM I'LATE
<br />SWEATWw. MST NOT
<br />L
<br />BREAK ]'�4'MIK FROM 2ND
<br />1
<br />TYP. EXTERIOR WINDOW/ DOOR FLR. LINE�
<br />rR')OPENING.._WD FRAMED (W/FLOOR TRUSS)
<br />��j SCALE, V7'-I'-V'
<br />FASTENER SQHEIDULE
<br />ROOF DIAPHRAGM
<br />USE 1/16' O.$B, OR 1/2' CDX PLY WITH 'S RW3 SWANK GUN MAILS AT 4- Or- AT
<br />SUPPORTED PANEL EDGE& AND -S R11110 SHAW, GUN NAILS AT 6- D.C. AT
<br />INTERMEDIATE SUPPORTS. SEE DETAIL.
<br />ROOF SWEATWIW. TO GABLE END FRAME
<br />USE -S GUN NAILS � 4'OZ,
<br />EXTERIOR SWEATWIW.
<br />USE lAr,' 0A.M. OR V2' PLY WITH IS RING, SWANK CAN MAILI AT g,'O.C' AT
<br />PANEL SIDES AND -6 RING, SWANK. GILIN NAILS 4'O.C. TOP 4 BOTTOM
<br />PANEL AND 19 RING, WANK GUN NAILS AT 6'0r- AT
<br />INTEFRMI!DIATE SUPPORTS, SEE DETAIL,
<br />NOTE, RINd. SWANK 64JN NAILS &WALL BE PERMITTED AS AN
<br />ACCEPTABLE FASTENER FROM ANY MANUFACTURER
<br />NAIL REQUIREMENTS
<br />SIZE HEAD LENGTH DIATENSILE STIR
<br />ad
<br />ROUND FIE
<br />"OD
<br />2 3/0,
<br />I
<br />.113
<br />I
<br />110~
<br />TOP CORID OCKIN3, AT 4'
<br />5L
<br />OR T
<br />1
<br />1
<br />O.C. MAX IN FIRST 2 FRAMING
<br />SPA/_aS AT EACH END.
<br />NOTE, NAILS TO BE Ml�.. MEMBER OF INT.
<br />RAFTER OR TIRM
<br />3;
<br />STAPLE, N� 0 L ASSOCIATION
<br />�L
<br />1 011, W
<br />_44
<br />2 RING AMETER OF
<br />PROOF 64-11EATWING
<br />ROUND HEAD DIAI-ETER
<br />ROOF 5PEATPING LAYOU
<br />ANC) ENDWALL 51-A-114-
<br />BUILDING LENGTH
<br />FOR GABLE END FRAMING
<br />(��,WINDOW OPENING
<br />2_STORY WALL
<br />-A- — -1- - �- —
<br />I E-6
<br />z
<br />g r--,
<br />NOTE ; TYP. EXT, SHEATHING. ATTACHMENT
<br />FOR i�iAR 4 UPLIFT (O.SZ� TO BE STRUCTURAL
<br />GRADE) CONNECTORS FROM STUD TO PLATE APE
<br />NOT REQUIRED EXCEPT * OPSNW-,S
<br />TYP. EXT. &-ffATWIW, ATTACHMENT p
<br />FOR WALL SWEAT4W. �065 TO BE
<br />STRUCTURAL GIRADE)
<br />F-11
<br />(L -
<br />'S RING, 844A),K GUNNAILS
<br />w Or:_ N FIELD
<br />SWEATWIW. (O.SZ. TO BE STRUCTURAL GRADE)
<br />-0 2' DECK SaRIEWS - &'-S'
<br />-'O,C. MAX . EDGE$ 4 12- 04.
<br />MAX IN FIELD, UNTHREADED
<br />SHANK. TO EXTEND BEYOND'
<br />TH100EM OF SUB -FLOOR
<br />SHEATHING
<br />TYP. 3/4' T4G SUB -FLOOR DECKW. GLUED 70
<br />ALL EXPOSED MEMBERS
<br />2X4 D5L.TOP PLATE
<br />2X4 STUD 16' 04.
<br />-VI6* O&B.
<br />V21 Ada. tul MN.
<br />11 EMBEDMENT
<br />LOCATE 6`8' FROM ENDS
<br />. �2' O.C. MAX,
<br />TEXTURED FINISH
<br />CA'IU WALL
<br />KNEE WALL DETAIL
<br />TO BLOCK
<br />&-ALr. i/2,-v-v
<br />SECURE 2x TO BLOCK
<br />W1 (2) I''rAPCONS OR
<br />DRIVE PIN
<br />(MrN SHAM SIZE A45)
<br />(MIN EMBED. I k)
<br />LWTI4N S'OF EAC
<br />END AND 10' OZ. MAX
<br />SPACING,
<br />J'O-SB SWEATWW. OR-�
<br />COX PLYWOOD
<br />I i
<br />2x4 13L.C.5771
<br />CMU WALL.
<br />ARCH nW�INDO FRAME (_A`�SECTION
<br />PRE-EW. TftS5
<br />DBL. 2X TOP PLATE
<br />1/16, OAS,
<br />2X BLOCKING -
<br />TOP OF
<br />JZOZZ'
<br />2X STUD$ 16' OZ, MAX.
<br />2X BTM. PLATE
<br />S/4' FLOOR DECKING
<br />PRE- ENGINEERED
<br />FLOOR TFRU"
<br />2X4 - TOP 4
<br />BOTTOM C4DNT.
<br />W/ (5) 12d NAILS
<br />SLK_ WALL —
<br />(D CONTINUOUS SHEATHING TO BEGIN AT TOP Or ELK
<br />W1 1/4' GAP FROM BILK TO OZZ.
<br />(1) HORIZONTAL 2X SPP. STRUCTURAL BLOCKING AT
<br />PERIMETER OF 0,6.5. TO PROVIDE CONT. NAIL PATTERN
<br />(5) REMAINING AREA To BE swEATwEv FRom DEL. TOP
<br />PLATE TO WMIZONTAL BLOCKING.
<br />SHEATHING . TOP OF WOOD FRAMED WALL TO BE
<br />STAII�FFED MIR OF 16' FROM 844EET BELOW
<br />@) INSTALL ALL SWEETS WIFACE GRAIN PARALLEL
<br />TO STUDS
<br />EXT. WALL SHEATHING
<br />SCALE, 1/2*.1'-0*
<br />6
<br />Dest
<br />G%010.2.
<br />1"I N. RONALD REAGAN BLVD.
<br />LONGWOOD, FIL 32750
<br />PH: 407-774-6078
<br />FAX: 407-774-4078
<br />www.abdesign9roup.com
<br />AA 111: 25
<br />E
<br />F-summ & xonl
<br />SILVERADO
<br />LOT 29
<br />BLK 6
<br />FROJMT#
<br />04128.000-02961
<br />mo
<br />4ENB
<br />"1751-NEUVILLE"
<br />GARAGM BWJNG-.
<br />LEFT
<br />PAGM:
<br />misc.
<br />DETAILS
<br />t,,150 MPH EXP. Bj
<br />wk - L A I
<br />I BOAUE 1/4"=V-0"
<br />wimm"
<br />D2
<br />
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