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PIWCAST MADEWMIN�
<br />2 X 4 (MIN 2 X 3)1-3/16 TAPCON
<br />OR DRIVE PIN (MIN SHAW SIZE.14b
<br />MIN HEAD SIZE -SOO
<br />MIN EMBEDMENT 1 114')
<br />8- FROM RAC44 END AND 10- j
<br />Or— MAX MIN 1-1/4' at'loor"ENT
<br />2 X b (MIN 2 X 3) 2-3/14, TAPCON
<br />OR DRIVE PIN (MIN SHANK SIZE.1451
<br />MIN MEAD SIZE Mo.
<br />MIN EMBECIIENT 1 1/4')
<br />S' FROM EACH END AND 10*
<br />D.C. MAX MIN I.v4* EMsm1Dtq9N7,1
<br />X 6 (MIN 2 X 3� 2-allro TAIOCCN
<br />K
<br />OR DRIVE PIN (MIN SHAW SIZE.145
<br />MIN "MAO SIZE 300
<br />2X4 SOLID %LOOKING
<br />MIN EMBEDMENT I VA.)
<br />SECURE TO ATWrNo W1
<br />V1116'
<br />a. FROM BAC44 END AND 10'
<br />MIN. 2-1241 PER ISUK EAL END
<br />O,C, MAX. MIN 1-1/4'16MEDMENT
<br />. AT.—
<br />CMU WALL
<br />ARCHWAY DETAIL
<br />ri__�16" AND UNDER
<br />�,� E. �1- -I -0�*
<br />DISL. TOP PLATE
<br />2X4 V D.C. MAX
<br />SECURE2X4W/2-%'_
<br />TAPCOMS OR DRIVE
<br />PIN (MIN. SHAW 6"6
<br />.145 MIN. HEAD
<br />M_
<br />EMBEDMENT 14'..
<br />&'EA. END NOT To
<br />ARCHWAY
<br />ARCHWAY
<br />mXCIEEO *1 or_
<br />MAX2X4 SOLO-/
<br />ST. PLATE
<br />BLOCKING SECURE
<br />L121 PLYWOOD
<br />To SHEATHING WITH
<br />OR 1/16' O.&S.
<br />MIhL 2-12d PER I5Lr_
<br />EA, END
<br />/"�EXTERIOR
<br />ARCHWAY
<br />Q 1/w:oAaop0vFLYw000bATw
<br />(�) W BLOG. FELT
<br />24' WIDE 26 GA, GALVANIZED METAL
<br />FLASHING
<br />MUST ADD 01510, 36- WIDE AND
<br />AND "AST BE A MIN 24' WIDE METAL.
<br />FIBERGLASS SHINGLES
<br />7"m-rAb In"
<br />\�- 1/2' CLG BOARD 4 TI!XT.
<br />SIMPSON SP4 2X4 DR ' rop PLATE
<br />1/2' OR
<br />32'04. �-2X4 YWALL
<br />WOOD STUDe. ", O.C�
<br />'I'U.N.O. ON TRUSS PLAN
<br />2X4 CONt STRESS
<br />BLOCKING MID -WALL
<br />2X4 PT PLATE
<br />4
<br />Mr
<br />Etiswr�
<br />CONC. SLAIS
<br />2 W. CONT.
<br />1—STORY
<br />INT �BEARINGGWALL
<br />-I U14. ZU111T 0�11
<br />COR
<br />HAS I LOAD ONLY, DO NOT
<br />INSTALL CONNECTORS.
<br />DISIL. TOP PLATE
<br />2X4 IS- Or- MAX
<br />eorURE 2X4 W? 2.%'
<br />TAPC4X* OR DRIVE PIN
<br />(MIN. SHANK SIZE US MIN,
<br />MAO SIZE J-00 MIN
<br />EMBEDMENT I)V.'UWN 8'
<br />EA, END NOT TO EXCEED
<br />V OC. MAX
<br />2X4 $01-0
<br />W
<br />BLOCK . SECUFS
<br />To SHEATHING WIT�
<br />,F,t 2_12.1 PER ELK
<br />EA. ENr
<br />PRECAST MADER(MIN)
<br />2 X (MIN 2 X 3)1-5/16 TAPCON
<br />OR DRIVE PIN (MIN SHANK SIZE.145
<br />MIN 14EAD SIZE 300
<br />MIN Emem 1 V41),
<br />ell FROM EACH END AND 10*
<br />D4. MAX, MIN 1'1/4'EMBEDMEW
<br />2 X 9, (MIN 2 X 3) 2-S/16 TAPCON
<br />OR DRIVE PIN (MIN 6WANK SIZE.149,
<br />MIN 14EAD SIZE 300,
<br />MIN EMBEDMENT 1 1/4'�
<br />81 FROM EACH -
<br />OC. MAX MIN 1-1/4' :NmD"AtN>MEN1`T
<br />2 X 6 (MIN 2 X 3) 2-3/16 TAPCCN
<br />OR DRIVE PIN (MIN SHAW
<br />MIN HEAD SIZE 3"
<br />1/16� OSS SWATHING
<br />MIN EMBEDMENT 1 1/4*)
<br />2X4 16' O.C. MAX —
<br />So PROM EACH END AND IS'
<br />(WHEN OVER IS- IN wrh2jIT�
<br />OZ. MAX MIN 1-1/4'EM59DHENT
<br />2X4 SOLID ISLOCKJW, —
<br />SECURE TO SHEATHING W1
<br />MIN. 2-12d PER ELK EA END
<br />r='\CLOSED VALLEY FLASHING DETAIL
<br />BLOCKING MID WALL
<br />14 -32�
<br />2x4 STUD$ * 16* O.C. MAX,
<br />UON.
<br />I' T 4 G SUIEFLOOR GLUED
<br />L
<br />AND SCREWED AS PER
<br />FASTENER SCHEDULE
<br />IST FLOOR STUDS TO
<br />2ND FLOOR STUDS
<br />SIMPSON MVA-36 - 32-
<br />D.C. MAX
<br />PRE-EW3 FLOOR TRUSS
<br />DOUBLE TOP PLATE
<br />2x4 CC14TNOUS $TOM$$
<br />BLOCKING MID WALL
<br />2.4 STUDS - 16' OC. MAX,
<br />UIOJIL
<br />I/2'GYP. ILL. 50.
<br />SECURE ST. PLATE TO 5LA1
<br />W1 J'x'3* ANCHOR SOLT W1 2'
<br />WASHER SET IN SIMPSON
<br />HIGH STRENGTH EPDXY I'
<br />EMBED. MIN.
<br />SIMPSON SP4 . 32' D.C. MA
<br />INT. 2—STORY LB.W.
<br />SCALE,
<br />ARCIJWAY DETAIL
<br />�AND UP
<br />_j
<br />PRE-EWG TRUSSES OR
<br />CCNv. FRAMED RAFTERS
<br />2.4
<br />?3)12d'. EACH END
<br />2. DOUBLE TOP PLATE
<br />STUIDS - *1 D.C.
<br />MTS-12 - EVER STUD
<br />2X4 ST. PLATE
<br />DORMER
<br />&TTA T
<br />FN
<br />DM* TOP PLATE
<br />SECURE 2 X RIP TO PIT
<br />W-12dS 6*-O'Or- MAX
<br />If&' TEXTURED FINIS14
<br />1/16- OW SHEATHING
<br />2 X 4 16' D.C. MAX
<br />(WHEN OVER 16' IN HIEGHTJ
<br />2 X 4 CLUMN OVER 16- IN WRIGHT.)
<br />V4'TV'rEPMD MAWNITE
<br />OLUE 4 NAIL Usd* 61-12, OZ,
<br />IF NEEDED.
<br />2 X SOLID 5LKr. - ARCH
<br />SECURE W/2-12d EACH END
<br />ATTACHMENT PER
<br />MAJIIUFACTURER'S SPECS.
<br />MTL WDw FRAME
<br />S40TE. NO GAP - LUDW FRAME
<br />TO EXCEED 1/4'
<br />ARCHWAY DETAIL
<br />CYCUTAWAY
<br />EA1
<br />SC LT M11-
<br />2 X 4 (MIN 2 X 5) 1-306 TAPCON
<br />OR DRIVE PIN (MIN SHANK SIZE.145
<br />MIN MAD SIZE _-M
<br />MIN EMBEDMENT I V49
<br />$'PROM EACH END AND 18'
<br />EXISTING ELK ABV.
<br />O,C. MAX MIN 1_1/4, EMBEDMENT
<br />1/4' TEXTURED FINISH
<br />2 X b (MIN 2 X 3� 2-3/16 TAPCON
<br />I/V TEXTURED FINISH
<br />OR DRIVE PIN (MIN SHANK SIZE.145
<br />MIN HEAD SIZE 300
<br />1/16' 065 SHEATHING
<br />MIN EMBEDMENT 1 1149
<br />FOLM EACH END AND 18*
<br />2 X 4 IS- OLC. MAX
<br />OZ. MAX MIN 1-1/4' EMBEDMENT
<br />fWWEN OVER IS' IN MIGWTJ
<br />2 X 4 (WHEN OVER
<br />2 X 8 (MIN 2 X S) 2-306 TAPCCN
<br />16, N M*i4Tj
<br />OR DRIVE PIN (MIN SHANK SIZEUS
<br />MIM HEAD SIZE -,I"
<br />N EMBEDMENT 1 1149
<br />2 X SOLO ISLK�l - ARCH
<br />SECURE W4-12d EACH END
<br />$'PROM EAC34 END AND 10'
<br />ATTAC441ENT MR
<br />OC. MAX. MIN I-V4* EMBEDMENT
<br />MANIYACTURER'S OPEC'6.
<br />MTL WOW FRAt'M
<br />1/4' TEMPERED MASONITE
<br />GLUE 4 NAIL W/8d* '-12'
<br />.OT. . APO WDW FRAME
<br />440TO! No G
<br />To EXCEED ",
<br />IF
<br />ARCHWAY DETAIL
<br />(—�__Y
<br />\,� SCALE� V2 -V-0-
<br />ROOF TRUSS UPLIFT
<br />CONNECTOR NOT
<br />6HOLUN FOR
<br />CLARITY �SEE
<br />SHOP Dur.5,)
<br />EXTERIOR LUALL
<br />S�-IEATHIN65s eSEE
<br />NOTES) FASTEN EACP STUr:>
<br />TO 015L. TOP I -LATE
<br />LL/ U5P 5PT24 NAIL
<br />PER MANIr. SPECS.
<br />SECTION AT TOP
<br />r_---�OF EXTERIOR WALL
<br />ASPHALT SWW.LFS &11ER
<br />�V FELT ON IA& ObB.
<br />PRE-ENG GABLE TRUSS
<br />MIUM'i!�S PACK FOR
<br />SIZE 4 CONNECTION)
<br />2.4 SPF BLOCKING BETILEEN TRUSSES
<br />U94SPE 1x- BRACING 15 PRESENT
<br />Elul C4SWT. 2.4 SIFF RAT RUN '
<br />SECURED W, 11) Ild', * EAC14
<br />TRUSS
<br />(V 2'4 -2 S.YP. DIAGONAL BRACE W/ (3)
<br />12.1'.
<br />X-BRACING, TO COVER 5-TRUSSES
<br />J'GYPSUM BOARD OR
<br />WbGH ST -Tw CLG,
<br />REW
<br />NOTE: BOARD
<br />DIAGONAL BRACE CZNTER OF TRUSS SPAIN OR HIGHEST RIDGE.
<br />DIAGONAL BRACE TO BE - ANY $PAN W-O' OR CRATER R TO
<br />TRUSS IENG� FOR ADDITIONAL HORIZONTAL TRUSS REWOPW_�T.
<br />V-0: TO 30--0- (1) X-ISRACE
<br />30'-] TO 60-0'(3) X-EIRACIE (1) X-BRACE - CENTER AND (2)
<br />BRACE DIVIDED EQUALY FROM CENTER TO END
<br />g_gAB —
<br />id G_ LE X BRACING
<br />�� X..,�,�ACINI
<br />SCALE:
<br />2. R03E ONE SIZE LARGER
<br />THAN RAFTER SIZE
<br />MIN. (3)12d NAILS OR
<br />MR (4) 10d GUN NAILS
<br />IX& COLLAR TIE AT EVEW OT14ER
<br />RAFTER i1v
<br />MIR (3)12d NAILS OR
<br />MIN. (4) 10d GUN NAILS
<br />b18 NAILER SECURE TO TMOSES
<br />BELOW LU/
<br />(2)12d NAILS OR
<br />(31 W14 GUN NAILS - EA TRUSS
<br />RAFTER TO TRUSS MTS-12
<br />CREATE VOID FOR STRAP
<br />ROOF: DECKING OVER
<br />PRE -ENS TRUSSES
<br />PRE-ENG. TRUSS
<br />CO!LV P
<br />�:L E.! v�
<br />2�1) ROOF
<br />0'-0' TO 30-0' (1) W BRACE
<br />301-11 TO be,-01 (5) X, BRACE
<br />(I 'X'ISRACE - CENTER)
<br />(2 'X'BRACE DIVIDED EOUALY PROM CENTER TO END)
<br />FIBERGLASS SHINGLES OVER
<br />SO FELT CN 1/16' 0.65,
<br />(2) 2X4 -2 SYP DIAASCNAIL BRACE
<br />W B-12d - EA TRUSS ( DIAGONAUL BRACE
<br />TO COVER 5-TMSSES
<br />2X4 BLOCKING WHERE 'X' BRACING
<br />Is PRESENT
<br />(2) iOd 14AILS EA END
<br />To TRUSS
<br />SIFF STIFFISArK if -
<br />(SEE SEALD ENG. n it is m
<br />OR
<br />rj
<br />r
<br />P
<br />SIZE 4 COWNNECTI�44 L-commom
<br />1/16'OSB SHEATHING TRUSS 24' o..
<br />USE Od NAILS AT
<br />4' o.. EDGE 4 6' - FIELD
<br />1/2' CLG. BOARD
<br />MIT LAG NAIL CONT. RAT RUN TO
<br />OR A-24 :3.22',odr_,6,MMA TRUSS W1 (2) 12.1 - EA. TRUSS
<br />2X4 bYP RAT ADJACENT
<br />TO DIAGONAL BRACE.
<br />SMATHING&ILIN3 TO BE BL ,
<br />6' Or- IN r FLP PLATE
<br />4' OCAALL EDGES W/Sd NAILS �.4 STUD .- 0.. M.,
<br />R—STORY GABLE END CROSS BRACING
<br />SCALE:
<br />12'
<br />FINISH o LANDING
<br />3/4' PLYWOOD F.F.
<br />D5L 2Xro
<br />1115 UPLIFT
<br />ORIPSOM HTq12v
<br />WIIV 10d TO T"J55
<br />AND t4)114'. Z 1/4'
<br />TAPOONS TO CON1
<br />POURED LINTEL
<br />-2350 UPLIFT
<br />C2) SIMMOM WTSM20
<br />INSTALLED ON OPPOSITE
<br />FACES OF BLOCK WALL
<br />WAO hVd TO TRUSS
<br />00TRUSS ANCYOR RETROFIT
<br />74�1���
<br />L 36' T-11N. FIN15H
<br />3/4' PLYWOOD WITH I
<br />4 12 - D COMMONS WINDER DETAIL
<br />LANDING DETAIL
<br />NAILED T14RU
<br />3/4'
<br />FIN16H * LANDING——\ PLYWOOD INTO
<br />EACH STRINGER
<br />3/4' PLYWOOD FF�
<br />I
<br />LESS THAN 4' TYP.
<br />3-2xI2 SYP STRINGER I D5L 2XI2
<br />2XI2 TREAD ETWEEN SPINDLES
<br />REINFORCED W/2X4 5F`FOR
<br />CUT TO FIT
<br />W/CONT. BEAD OF FLOOR JOIST
<br />IX& RISER
<br />SUB -FLOOR ADHESIVE
<br />10,
<br />HAND RAIL,
<br />IPL-400 OR SIMILAR v
<br />EA HORIZONTAL RUN
<br />SECURE TREADS TO STRINGER
<br />WI(3)00 3' SCREWS 6 EA
<br />STRINGER, UNTHREADED SHANK
<br />1/2'DRYWALL-,,,,
<br />TO EXTEND BEYOND THICKNESS
<br />Or SU5-FLOOR SHEATHING
<br />IXIO TRfM�
<br />I- N0
<br />STAIRS R15ERS TO CONFOSel
<br />TO FBCR 5TH EDITION (2014)
<br />MIN. TREAD 10', MAX. RISER 1-3/4'
<br />(3) 106 CUT NA$ILS
<br />311ro'MAX. VARIATION IN RISERS/TREADS
<br />0 2X4 P.T.
<br />ADJACENT TO EACH OTHER
<br />ITO
<br />SLEEPER INTO
<br />316'MAX. VARIATION IN ANY R15ER/TREAD
<br />SLAB
<br />HANDRAIL CIRCULAR CROSS SECTION DIA.
<br />TO BE 13/4' +-1/4' OR PROVIDE EQUIVALENT
<br />GRASPA51LITY
<br />�STAIR SECTION DETAILS
<br />WINDERS- MIN. 6' WIDE a NARROW END
<br />03q
<br />MIN, 11' WIDTH o 12 * FROM NARROW END
<br />SCALE: 3/4'-l'-O'
<br />34' MIN. HANDRAIL PGT.
<br />rA it c N I T E C T a,
<br />6
<br />r%fte,
<br />i n
<br />GM90-n2c.
<br />1"I N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-774-6078
<br />FAX: 407-7744078
<br />'78
<br />www.abdesigngroup.em
<br />'M
<br />AA #,. 0003325J
<br />1,3
<br />IQ
<br />mm
<br />F—summ as LN.N
<br />SILVERADO
<br />LOT 25
<br />BLK 6
<br />PnojzcT#
<br />04128.000-02561
<br />MODMI,
<br />4EBB
<br />"1828—CALI"
<br />GARAGM 11111111IMO:
<br />LEFT
<br />]PAO]III:
<br />misc.
<br />DETAILS
<br />150 MPH EXP. B
<br />
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