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SECURE 2xb MIN. TO 15LK W/ (2) h'
<br />FANCHOR BOLT W/ 2' UA64-ER SET
<br />IN SIMPSON 14444 STRENGTH
<br />.=--i L=
<br />FLAT TO SLK
<br />W/ CUT NAILS.
<br />g' SIDES,
<br />2X6 GARAGE DOOR MUCK V (3)
<br />VX6. J-SOLTS 4'EMSEDMENT MIN.
<br />w/ 2'X2'XIj WASHER AND HUT
<br />SPACED EVENLY FROM FLOOR TO
<br />GARAGE DOOR WDIR. rN JOINT$
<br />PRIOR TO FILLING.
<br />I-2Xrb PT BLOCK * CENTER OF
<br />DOOR HEADER w/m h'Xs' J-SmTS
<br />4' EMBEDMENT W/ 2'X2'A' WASHER
<br />AND HUT
<br />[Rl NOTES.
<br />w
<br />ALL ANCHORS SHALL BE IN ACCORDANC-E TO
<br />MANUFACTURER* INSTALLATION INSTRUCTIONS WHERE
<br />VX14 INSTRUCTIONS ARE MORE STRINGENT
<br />uanAuz vvvn
<br />(-14"LDUCjff. ATIACHMEN
<br />SCALE, 1/2'.1'-0'
<br />-H q 111.11 -t
<br />2X4X4'SE . -.. J7
<br />&'-S'O,C. MAX TYP.
<br />2X4 SECURE TO 2X4 BLK W/2-12.1
<br />SECURE TO SLK W/ META-W,
<br />2X4 SECURED TO
<br />GA5LE END
<br />W/(2)12d-EA. UPRIGHT
<br />2,4 SECUREDTO
<br />—1,4 5LOCKW3
<br />EA. RAFTER
<br />_W EA
<br />RAFTER
<br />� .7
<br />W23 EA,
<br />RAFTER
<br />2x4 *AFTER
<br />24* or
<br />G)IRAM��
<br />PRE-EW. TIW96EO W/ TRUSS
<br />CONNECTOR VERIFY LLV
<br />PP
<br />.QjjW
<br />. PLAN
<br />DOUBLE TOP PLATE
<br />CRIP
<br />MAX PLE STUDS 0 16, oz.
<br />HEADER SIZE PER SIMPSON LSTA-12 - E4JACK
<br />SPAN CHART. STUD, BOTH SIDES or
<br />OPENIW
<br />2x STUDS a 16' CC. MAX W1
<br />SHEATHING. SWEATWIWG TO BE
<br />�-Doopj WITHIN J' OF WINDOW/ DOOR
<br />OPENNG AND SECURE PER
<br />FASTENER SCHEDULE
<br />KING $TUD$ (SEE HEADER
<br />SPAN CHART FOR DETAILS
<br />AND SPECIFICATION)
<br />JACKS (SEE 44EADER SPAN
<br />CHART FOR DETAILS AND
<br />1
<br />SPECIF CATION)
<br />JACK STUD ASSEMBLY TO BE
<br />SECURED ONE PLY 0 A TIME
<br />USE 12d NAILS, TWO WITHIN &'
<br />FROM EAC44 END 8 NO MOIRE
<br />THAN 12' O.C. STAG6ERE
<br />SP4 OR HIS . TOP AND
<br />BOTTOM PLATE& - EA FULL
<br />LENGTH STUD, BOTH 816ES
<br />OF OPENING.
<br />SHEATHING, TO LAP TO TOP
<br />OF MASONRY WALL.
<br />SHEATHING MST NOT
<br />MIN' FROM 2ND
<br />TYP. EXTERIOR WINDOW/ DOOR
<br />�PNI �GFKRED lWLOMR TRUSS)
<br />SCALE, 112--il.l.
<br />FASTENER SOHEROUL
<br />ROOF DIAPHRAGM
<br />USE 1/16' OAS. OR 1/2' COX PLY WITH 'S RING SWANK GUN NAILS AT 4' CC. AT
<br />SUPPORTED PANEL EDGES AND 'D RING SWANK GUN NAILS AT 9,' OZ. AT
<br />INTERMEDIATE SUPPORTS SEE DETAIL.
<br />ROOF SHEATHING TO IABLE END FRAME
<br />USE -9 CAN NAILS . 4' OC,
<br />EXTERIOR %-EATWW.
<br />USE 1116' O.S.15. OR 1/2' PLY WITH -8 RIWG SHANK CAN NAILS AT 6' OC' AT
<br />PA14EL SIDES AND 'S RING 614ANK CAN NAILS 4' CC. TOP 4 BOTTOM
<br />PANEL AND -S RING SWANK C" NAILS AT WOC. AT
<br />INTERMEDIATE SUPPORTS. SEE DETAIL.
<br />NOTE! RING SHAW, CAN NAILS 614ALL BE PERMITTED AS A14
<br />ACCEPTABLE FASTENER FROM ANY MANUFACTURER
<br />NAIL REQUIREMENT5
<br />I DIZEI HEAD IF dILE142TWID14 TOP CORD OCKIW3 AT 4'
<br />ad ROUND MOD IE 7 3/0, .113 SL
<br />OR T OZ. MAX, IN FIMT 2 FRAMIN0.
<br />NOTE, NAILSTO BE I"VG. BY MEMBER Or 114T.
<br />I_ STAPLE, ll��L'l AS'CC'AMTr','N
<br />INCH
<br />SH A zT.,
<br />2. RING DIAMETER OF =R SHANK DIAMETER
<br />4,02M INCH ROUND 14EAD DIAMETER
<br />S� 2 INCW NAIL LEWT.8
<br />ROOF SHEATHING L,4'rOL
<br />AND ENDLUALL BRACING
<br />2'-0" EXTENSION @ OPT SERVICE DR. FOR GABLE END FRAMINrz
<br />1 1p�
<br />SPACES AT EACH END
<br />RAFTER OR 57
<br />;"JS
<br />ROOF SI-EATHING
<br />BUILDING LENGTH
<br />STICK BUILT WALL DETAIL
<br />spe - EA, STUD Top 4
<br />BOTTOM
<br />PRE-EW. TIRUWO WfrRUSS
<br />CONNECTOR UP TO -10"
<br />UPL FT
<br />DOUBLE TOP PLATE
<br />SIt'?P50N MSTA-24 - EA. JACK
<br />2xb STUDS - 16' OC. MAX W/
<br />SHEATHING. SHEATHING TO BE
<br />WITHIN J' OF: WINDOW DOOR
<br />OPENING AND SECURE PER
<br />PASTE1,11ER SCHEDULE
<br />(2) STUDS, (2) JACKS . EA
<br />SIDE OF: OPENING
<br />JACK STUD ASSEMBLY TO BE
<br />SECURED ONE PLY - A TIME,
<br />USE 12d NAILS, TWO WITHIN 6'
<br />FROM EACH TO 4 NO MORE
<br />THAN 12'0C. STAGGERED
<br />WINDOW SILL W/CRIPPLES
<br />16* CC.
<br />WOR BOLT
<br />D.C. MAX WIT I'
<br />EMBEDMENT AND 2'
<br />CIA, WIAS"ER
<br />,IMPSCN MSTAM-24 - EA�
<br />2Xb F.T. BOTTOM PLATE
<br />(�4 WINDOW OPENING
<br />2-STORY WALL
<br />NOTE: TYP. ExT. SHEATHING ATTACHMENT
<br />FOR SWEAR 4 UPLIFT (OSS. 10 BE STRUCTURAL
<br />GRACE) Cc"Imclofts, FROM STUD TO PLATE ARE
<br />NOIREOUIRED EXCEPT - OPENINGS
<br />In
<br />TYR
<br />EXT. "ATHING ATTACHMENT p
<br />FOR
<br />WALL SHEATHING (065 TO BE
<br />STRUCTURAL GRACE)
<br />TIRLISS
<br />MTS-t2
<br />2
<br />1116' COS.
<br />CS
<br />2X4
<br />STM.
<br />PLATE
<br />2X4 COL. TOP PLATE
<br />2X4 STUD 16'O.C.
<br />4M'AX..'
<br />1/16, 05.13.
<br />1/2, A131 W/ MIN.
<br />I' EMSED?�T
<br />LOCATE 6'-$'FRCM ENDS
<br />AND 32, Or_ MAX,
<br />TEXTURED FINISH
<br />MTS-12
<br />META-16
<br />32' O�tC.
<br />. WALL
<br />PRE-ENSINEERED
<br />TRUSS
<br />KNEE WALL DETAIL
<br />ro-'� . TO BLOCK
<br />SCALE. V2'-I'-C'
<br />SECAIRE 2. TO BLOCK
<br />WI(2) 'TAPCONSOR
<br />DRIVE PIN
<br />(MIN SHANK SIZE .149)
<br />M14 EMBED. I
<br />WITHIN S' OF: EACH
<br />END AND IS'0C, MAX
<br />SPACING�
<br />OSD. SWEATWIN5. OR
<br />Cz>X PLYWOOD
<br />WALL
<br />t p ARCH WINDOW FRAME (-A _SECTION
<br />�� �SEALE 1/2-.11.1.
<br />RING SHAW, GUN NAILS
<br />6' Ot. IN FIELD
<br />SWEATHIN53 (OA.B. TO BE STRUCTURAL GRACE)
<br />C'S 2' DECK S"REWS . 6*-S'
<br />O.C. MAX 0 EDGES 4 t2l or,
<br />MAX IN FIELD, LINTWREACED
<br />SWANK To EXTEND BEYOND
<br />TWICKI,Ebb OF $US -FLOOR
<br />SWEATWIW.
<br />TYP. 21/4' TAG SUS-rLO0R DECKWG GLUED TO
<br />ALL EXPOSED MEMBERS
<br />PIRE-Ew- TRUSS
<br />DISL, 2X TOP PLATE
<br />1/161 Obs.
<br />2X BLOCKING 0
<br />2x STUDS 16, OIC. MAX.-
<br />2X ISTM. PLATE
<br />3/4'FLOOR DECKIW.
<br />PRE- ENGINEERED
<br />FLOOR TRUSS
<br />2X4 - 7
<br />=OP 4,
<br />BOTTOM CONT,
<br />W (W 12d NAILS
<br />14ETA-W
<br />BLW
<br />- WALLI
<br />(D CONTINUOUS SWEATWIW. TO BEGIN AT Top or ELK,
<br />W/ V4'GAP FROM 5LK TO OSS.
<br />(2) HORIZONTAL 2X OPP. STRUCTURAL BLOCKING AT
<br />PERIMETER Or 0.82L TO PROVIDE CONT. NAIL PATTERN
<br />REMAINING AREA TO ISE SHEATHED FROM DSL. TOP
<br />PLATE TO HORIZONTAL BLOCKING.
<br />SHEATHING - TOP OF WOOD FRAMED WALL TO BE
<br />STAGGERED MIN. OF 16'FROM SWEET BELOW
<br />INSTALL ALL 514ESTO WFACE GRAIN PARALLEL
<br />TO STUDS
<br />EXT. WALL SHEATHING
<br />WALE: 1/2'-1'-0'
<br />A R C N I T E c T iI
<br />6
<br />M m2s'
<br />rob i n
<br />S0.2c..
<br />1441 N. RONALD RFAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-774-6078
<br />FAX: 407-7744078
<br />www.abdesigngroup.com
<br />AA t. 0003325 J
<br />r-summ
<br />W'r
<br />SILVERADO
<br />L
<br />LOT 27
<br />3]
<br />BLK 6
<br />ipaoawT#
<br />04128.000-02761
<br />wo
<br />4EBB
<br />"1828-CALI"
<br />GARAGM BWZNG-
<br />LEFT
<br />PAGN:
<br />misc.
<br />DETAILS
<br />150 MPH EXP. B
<br />7
<br />Itip"
<br />DATM 11/09/17
<br />0�
<br />�7
<br />8CAl.M 1/4"=l'-O"
<br />a
<br />Mm"
<br />Is D 2!
<br />
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