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PRECAST WEADER(MIN)
<br />2 X 4 (MIN 7 X 3) 1�3A& TAZOH��-
<br />OR DRIVE PIN (MIN SWAW SIZIEJ45
<br />MIN HEAD SIZE
<br />MIN EMBEDMENT 11/4-11
<br />6- FROM EACH END AND lo-
<br />MAX. MIN 1-1/4 EMBEDMENT
<br />OZ. r
<br />2 X (MIN 2 X 3) 2-3/16 TAPCON
<br />VE PIN (MIN SPAIN!< SIZEJ45,
<br />M N HEAD SIZE 3�1
<br />'N EMBEDME T 1 14-)
<br />FROM EACH END AND 15'
<br />OC MAX MIN 1-V4' EMBEDMENT
<br />X (MIN 2 X 3) 2.3A& TAPCON
<br />02
<br />R DRIVE PIN (MIN SHARK SIZE�5
<br />M EAD r
<br />IN H IZE 300
<br />2X4 50LID BLOCKING
<br />MIN EMSEDME14T 1 1/49
<br />SECURE TO SHEATHING W
<br />VCMU
<br />F ROM EACH END AND 191,
<br />-12d M
<br />MIR 2 =R BLK. EA. END
<br />0, MAX. MIN -1/4- EM5EDMERT
<br />IAW 0-16 SHEATHING
<br />WALL
<br />ARCHWAY DETAIL
<br />16" AN ER
<br />LE� �R�
<br />D5L OP A
<br />T?op1L=TE.
<br />'T?O
<br />p
<br />2X4 *- Z7=.
<br />-
<br />SECURE 2X4 TO
<br />WOOD �-Qd - 6. -9,
<br />OZ. STAGGERED
<br />SECURE 2X4 W/ 2-V
<br />TAPCON OR DRIVE
<br />PIN (MltL SWANK SIZE
<br />J45 Milk WEEAD 51M
<br />300 mir-L
<br />='MENT Qv WAN
<br />E"r
<br />5, EA END NOT To
<br />EXCEED 15, OZ.
<br />MAX
<br />2X SOLID
<br />SLOCKIN's SECURE
<br />`21 PLYWOOD
<br />IIATWINS WITH
<br />SHE
<br />OR 1/16. 0�5.5.
<br />MIN, 2 .12d MR ELK
<br />rA E14D
<br />/'�,EXTERIOR
<br />ARCHWAY
<br />%;O.55.OR�-F-LYWO0De44EATHING
<br />-� BLD� FELT
<br />2A' WDE 26 GA GALVANIZED METAL
<br />M-4514ING
<br />MUST ADD DIZIO, 36- WIDE AND
<br />AND MST BE A MIN 24- WIDE METAL.
<br />FIBERGLASS SHINGLES
<br />4 TEXT.
<br />SIMPSON 2X4 DEL. TOP PLATE
<br />1/2' DRYWA L
<br />2X4 WOOD STUDS -16' OZ,
<br />I�U.No. ON TRUSS PLAN
<br />2X4 CCNT. STRE
<br />BLOCKING MID -WALL
<br />2X4 � PLATE
<br />61�1�r6114 *
<br />MAX
<br />1/2'X5' A25.32- OjC�
<br />EMBEDMENT
<br />LAB
<br />2 -S'. CCNT.
<br />1-STORY
<br />INT. BEARING WALL
<br />No U"'T OI�
<br />'CALF'
<br />'R WALL
<br />NOTE.
<br />HAI FLOOR LOAD ONLY, 110 .111
<br />INSTALL CLA-NECTOR5.
<br />DEL. TOP PLATE
<br />2X4 IS' OC. MAX
<br />SECURE 2X4 V 2A
<br />TAPC,ON5 OR DRIVE PIN
<br />(MIR SWANK $IZE.10 MR
<br />HEAD SIZE � MIN.
<br />EMBEDMENT I VW/N S'
<br />EA. END NOT TO EXCEED
<br />0* OC- MAX
<br />2X SOLIC
<br />BLOCKING SECURE
<br />T SHEATHING WItP
<br />MIK 2-12d PER BILK
<br />EA. ENE
<br />\ - 11 SCALE; 1/2'-I'-V'
<br />FRECAST WEADEWMIN)
<br />2 X (MIN 2 X 3) 1�3A6 TAPCCN::��-�
<br />OR DRIVE PIN (MIN SWAN< 61=145
<br />MIN HEAD SIZE �
<br />MIN Em5a 7 1 1/4')
<br />6' FROM EACH END AND 15'
<br />OZ MAX. MIN 1-1/4' EMBEDMENT
<br />2 X 6 (MIN 2 X 3� 2-3116 TAPCON
<br />OR DRIVE PH (MIN OWANK OIZEJ4!,
<br />4KN
<br />MIN HEAD 51ZE 300
<br />MIN EMBEDMENT 1 1/4')
<br />8'. FROM EACH END AND 18'
<br />OZ. MAX, MINI-1/4' EMBEDMENT
<br />2 X 5 (MIN 2 X 3) 2-3/16 TAPCON1
<br />OR DRIVE PIN (MIN SWAN< SIZE.145
<br />MIN HEAD SIZE 300
<br />1/16- CSB SWEATW?N3-
<br />MIR EM5EDMENT 1 1/4-)
<br />2X4 V, - OZ. MAX
<br />6' FROM EACH END AND 15'
<br />(WHEN OVER I&- IN WEIGWTJ
<br />or MAX. MIN 1-1/4'EMBEDMFNT
<br />2X4 60LID BLOCKING,
<br />SECURE TO 6WEAT141W, V
<br />MIN. 2-12d PER ELK EA END
<br />Kc'\CLOSED VALLEY FLASHING DETAIL
<br />PRE-EW. TRUS5
<br />DOUBLE TOP PLATE
<br />2.4 CONTINOUS STRESS
<br />-BLOCKING "'D WALL
<br />SIMPSON
<br />?x4 STUDS * 16' D.C. MAX,
<br />O.C.
<br />I' T 4 G SUBFLCOR GLUED
<br />1,,�AIICI SCREWED AS PER
<br />FASTENER 5C�,IEDULE
<br />15T FLOOR STUDS TO
<br />7ND FLOOR STUDS
<br />SIMPSON MSTA-36 - 32'
<br />OZ. MAX
<br />PRE-EW. FLOOR TRU55
<br />DOUBLE TOP PLATE
<br />2.4 CONTINOUS STRESS
<br />BLOCKING MID WALL
<br />2.4 STUDS - *'OZ. MAX,
<br />UON.
<br />1/2, GYR WL. ED.
<br />SECURE 5T. PLATE TO SLAB
<br />LU/ 1'.9' ANCHOR BDLT W 2'
<br />WASHER SET IN $ -
<br />"' "ON
<br />HIGH STRENGTH EPDXY 11
<br />EMBED. MINL
<br />SIMPSON SP4 0 32- OC. MAX
<br />I Nj� Z2- 2
<br />�F LB.W.
<br />!.in IV
<br />ARCIJWAY DETAIL
<br />16 AND UP
<br />5CALE�
<br />PRE-ENG TFW&SES OR
<br />CCNV. FRAMED RAFTERS
<br />a' O.S.B. SHEATHING OR J'
<br />CDX PLYWOOD SECURED
<br />FIER FASTENER SC14EDULE
<br />2.4 BLOCKING UNDER
<br />WALL STUDS SCUIRE
<br />BETWEEN TRIUS BAYS W1
<br />(3)12d'. EACH END
<br />2. DOUBLE TOP PLATE
<br />5rUD5 0 16- OC,
<br />MTS-12 - EVER STUD
<br />2X4 5T. PLATE
<br />DORMER
<br />9 ATTA NT
<br />DBL. TOP PLATE
<br />SECURE 2 X RIP TO PIT
<br />�-MdS 6--b- OZ. MAX.
<br />1/0' TEXTURED FINISW
<br />---2x4 -OcMAX.
<br />eWWEN OVER 16' IN WIMGWtd
<br />2 X 4 (WHEN OVER 6' IN WIEGHTI
<br />" ' TEMPERED MA50NITE
<br />GLUE A RAI '5 0'.12' Or.
<br />F NEEDED.
<br />2 >1 SOLID 51-Kn - ARCH
<br />SECURE WQ-Ud EACH END
<br />ATTACHMENT PER
<br />MANUFACTURER15 5PEC'S.
<br />MTL WOW FRAME
<br />�NCTE, 1111 GAP . WDW 1.
<br />TO EXCEED 1/4-
<br />ARCHWAY DETAIL
<br />6caa-
<br />2 X 4 (MIN 2 X 3� 1-3A& TAPCON
<br />OR DRIVE PIN (MIN SHANK SIZEJ45,
<br />MIN W-AD SIZE 3W
<br />MIN EMBEDMENT I v *?
<br />5. 'ROM EACH END AND 15,
<br />EXISTING BI-K ABV.
<br />OC. MAX� MIN I-V4- EMBEDMENT
<br />1/4' TEXTURED FINISH
<br />2 X 6 (MIN 2 X V 2-3116 TAPCON
<br />1/9' TEXTURED RN1644
<br />OR DRIVE PIN (MI SWANK SIZE�5
<br />MIN HEAD IZIE 300
<br />IA&- 095 91E.TWING
<br />MIN EMBEOM04T 1 114')
<br />$'FROM EACH END AND 16'
<br />2 X 4 *- OZ. MAX
<br />(WHEN OVER *- IN WEIGHT.)
<br />OZ MAX MIN 1-1/4' EMBEDMENT
<br />2 X 4 ALWIEN OVER 16-
<br />2 5 (MIN 2 X 3) 2-3A& TAPOON
<br />,6. IN WE
<br />=,GWTJ
<br />OR DRIVE PIN (MIN SWANK SIZFJ45
<br />7 X 50LID SILKY, - ARCW
<br />MIN HEAD SIZE -300
<br />MIN EMBEDMENT I V4-�
<br />SECURE W/2-12d EACH END
<br />WFROM EACH END AND 10-
<br />ATTACHMENT MR
<br />MAX MIN I-y4- EMBEDMENT
<br />MANJFAC R*s =C,5.
<br />EM
<br />MTL WOW FRAME
<br />1/4- TEMIPERED MA50NITE
<br />OTE N. GAP ' WOW FRAME
<br />NO �A
<br />GLUE 4 NAIL W18dS 5--l" OZ.
<br />I. EXCEED 114-
<br />F NEEDED.
<br />ARCHWAY DETAIL
<br />CUTAWAY
<br />�� E
<br />ROOF TRUSS Jf-LIFT
<br />CONNECTOR NOT
<br />SPOLLN FOR
<br />CLARITY (SEE
<br />5140f. C>urlsd
<br />EXTERIOR LUALL
<br />SPEATHINI. (SEE
<br />NOTES) FASTEN EACP STUD
<br />TO D15L. TOF- I -LATE
<br />UJ/ L15F- 5F-T24 NAIL
<br />PER MANLF. SPEC5.
<br />SECTION AT TOP
<br />r---�OF EXTERIOR WALL
<br />ASPWALT SWINGLFS OVER
<br />30 FELTON 111& 0,5.5.
<br />PRE-rN6 GABLE TF&ISS
<br />5PF STIFFIBACK
<br />(SEE 5EALP EN&. PACK FOR
<br />SIZE t CONNECTION)
<br />2x4 SPF BLOCKING BETWEEN TF4155E5
<br />WHERE 'X' BRACW, 16 PRESENT
<br />CONT, 1,4 5PF R4T,RUN -
<br />SECURED W/ (7) l2d s 0 EACH
<br />TRUSS
<br />(2) 2.4 -2 SX . DIAGONAL BRACE W1 (3)
<br />X-5RACW, TO COVER S-TRUS5E5
<br />I'GYPSUM BOARD OR J'
<br />WIGW 5T N3TW CLa
<br />NOTE: 50AFRD
<br />DIAGONAL BRACE - CENTER OF TRUGG SPAIN OR WIC144EST RIDGE.
<br />DIAGONAL BR!ACE TO BE - ANY $PAN OR GRATER REFER TO
<br />TRUSS El FOR ADDITIONAL WOFPJZONTAL TRUSS REINFORCEMENT.
<br />0'-0' TO 30--0- (1) X-BRACE
<br />30'-1- TO (3) X-5FEACE (1) X-5RACE - CENTER AND (V
<br />BRAZE DIVIDED EQUALY FROM CENTER TO END
<br />@�GABLE X-BRACINIG
<br />id GAECA
<br />SCALE: 1/2'-1'-0'
<br />2x RIDGE ONE SIZE LAR51ER
<br />TWA14 RAFTER SIZE
<br />MI (3)12d NAILS OR
<br />MIN. (4) Wd NAILS
<br />N6 COLLAR TIE AT EVERY OTHER
<br />RAFTER W/
<br />MIN. (3) 12d N4IL.5 OR
<br />MIN. (4) Od GUN NAILS
<br />2x RAFTERS
<br />1.0 RAILER SECURE TO TRUSSES
<br />13ELOW tLW
<br />(2)12d NAILS OR
<br />(3) 10d GA NAILS - EA, TRUSS
<br />RAFTER TO TRUSS MTS-12
<br />CFMATE VOID FOR STRAP
<br />PENETRATION
<br />ROOF DECKING. OVER
<br />PRE-EW, TRUSSES
<br />FIRE-ENG. TRU58
<br />CO�NV
<br />aZE.�J��D ROOF
<br />0'-V' TO 3V'-O'(l)'X'5RACE
<br />30'f TO (3) 'X' BRACE
<br />(I Ix BRACE 0 CENTER)
<br />(2 .1. BRACE DIVIDED EQUALY FROM CENTER TO END�
<br />FIDEIEG31-A56 SHINGLES OVER
<br />30 FELT ON IfIr - O.S.B.
<br />(2) 2X4 -2 5YP DIAGONAIL BRACE
<br />W1 342cl - EA TRUSS ( DIAGONAIL BRACE
<br />TO COVER S-TRUSSIES Ll
<br />2X4 BLOCKING WHERE *X' MRACW.
<br />15 PRESENT
<br />(2) led RAILS EA END
<br />TO TRUSS
<br />SIFF 5T FFEACK
<br />IF
<br />(SEE SEALD ENG. P�ZX FOR IS Ish ISIS IS IN% Isism Isisis
<br />N
<br />p
<br />FOR RACE
<br />SIZE 4 CONNIECTIO
<br />1/16' 055 SWEATWI�. TRUSS 24'oz.
<br />US ad NAILS AT
<br />4' zz, EDGE 4 6' oz. FIELD
<br />1/2' CLG. 50ARD
<br />2X4 W1 3/9' x 5 LAG -3 OZ. MAX, NAIL C T. RAT RUN TO
<br />OR 51MP50N META-�-24 - 2' OC. ]MAX \ TFEU% U/ (2) l2cl . rA TRUSS
<br />2X4 SrP RAT ADJACEN
<br />TO DIAGONAL BRACE.
<br />SW ATWING NAIL ING TO BE D11L IPPLATE
<br />01C. IN FI EI-D
<br />r
<br />4' OZAALL EDGES, UVSd NAILS 2X4 5T`UD 16' Or- MAX.
<br />2-STORY GABLE END CROSS BRACING
<br />6CALE:
<br />12'
<br />FINISH w LANDING
<br />3/4' PLYWOOD FF.
<br />D51- 2XIb-
<br />III!, UPLIFT
<br />SIMPSOM WT 0
<br />WAO 10d TO TRU S
<br />AND (4) 1/4' . 2 1/4'
<br />TAPCONS TO CONT
<br />POURED L NT L
<br />- 23 0 UPL FT
<br />(2) SIMPSOM 14TSM20
<br />INSTALLED ON OPPOSITE
<br />FACES OF BLOCK WALL
<br />WAO 106 TO TRUSS
<br />AND (4)1/4'x 21/4*
<br />L��On jl��ECNT
<br />Ui,�\TRUSS ANCHOR RETROFIT
<br />2 N,..
<br />36' MIN, FIN15P__�
<br />3/4' PLYWOOD WITH
<br />4 12 - D COMMONS WINDER DETAIL
<br />LANDING DETAIL
<br />NAILED TPIRU 3/4'
<br />NN15I-4 s LAND1NG-- PLYWOOD INTO
<br />-1/4- PLYWOOD FJY-- 5TRINGERZ
<br />�EAC14
<br />LESS TLIAN 4' TYP-
<br />N,
<br />-2xI2 SYP STIR 'E
<br />,3,
<br />3 1 _ R D51- 2X12 X12 T
<br />ETWEEN SPINDLES
<br />CUT TnAD
<br />REINFORCED W/2X4 5FIFOR IT
<br />W/CONT. BEAD OF FLOOR JOIST 1X8 RISER
<br />5U5-FLOOR ADLIE51VE
<br />PL-400 OR SIMILAR 0
<br />HAND RAIL,
<br />EA PORIZONTAL RUN
<br />SECURE TREADS TO STRINGER
<br />W/(3)06 3' SCREWS 6 EA
<br />4
<br />STRINGER UNTLIREADED 6�-IANK
<br />1/2' DRYWALL-,,
<br />TO EXTEN6 BEYOND TI-41CKNE55,
<br />OF SU5-FLO0R 514EATPING
<br />11 IX10 TRIM---'
<br />NOTE:
<br />I' N05ING TYP-
<br />STAIRS RISER5 TO CONFORM
<br />TO F5CR DTP EDITION (2014)
<br />MIN. TREAD 10', MAX. RISER -1-3/4' (3) 10d CUT NAILS
<br />3/16' MAX. VARIATION IN RISER5/TREADS a 2X4 F.T.
<br />X
<br />ADJACENT TO EACP OTPER SLEEPER INTO
<br />3/5' MAX. VARIATION IN ANY RISER/TREAD SLA5
<br />PANDRAIL CIRCULAR CROSS SECTION DIA.
<br />To BE 1 3/4' -1/4' OR PROVIDE EQUIVALENT
<br />GRASPABILITY STAIR
<br />SECTION DETAILS
<br />WINDERS- MIN. 6' WIDE ED NARROW END
<br />MIN� 11' WIDTLI 6 12' FROM NARROW END SCALE:
<br />3/4'sl'-O'
<br />34'MIN. PANDRAIL PGT.
<br />A R C N I T E C T 111I
<br />6
<br />Grou
<br />41 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FIL 32750
<br />PH: 407-774-6078
<br />FAX: 407-774-4078
<br />www.abdesigngroup.mm
<br />AA #: OD03325
<br />e
<br />F'sxmDrv. ac M-71.N
<br />SILVERADO
<br />LO T 31
<br />BLK 6
<br />PRoj=T#
<br />04126.000-03161
<br />MODEX.
<br />4EBB
<br />1828-CALI"
<br />GAI%AGE 8111MfG:
<br />LEFT
<br />IPAGIC:
<br />misc.
<br />DETAILS
<br />150 APH EXP. B
<br />ARCHMECT.
<br />STATE OF FLORDA
<br />17
<br />I Plum"
<br />DA7m 11/09/17
<br />SCALa 1/4"=V-0"
<br />skEWL"r
<br />D5
<br />
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