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PRECAST HEADEWMIN)_��.
<br />2 X 4 (MIN 2 X 3)1-3/16 T A C N
<br />S
<br />OR DRIVE I -IN (MIN 0+4AW, SIZFJ 4
<br />MIN HEAD SIZE 3M
<br />E
<br />MIN EMBEDMENT 1 1/4.)
<br />1 114
<br />O'FROM EAC44 END AND IV 11
<br />NO IS
<br />Or- MAX. MfN 1-1/4' EM1511IDMENT
<br />2 X 6 (MIN 2 X 3) 2-3A& TAPCON ST
<br />OR DRIVE PIN (MIN SHAW SIZE.146
<br />MIN HEAD SIZE I"
<br />MIN EM15EDMENT 1 1/49
<br />AND
<br />8* FROM EACH END AND IS'
<br />OC. MAX MIN 1-1/4' EMBROMENT
<br />2 X 8 (MIN 2 X 3) 2-3/16 TAP00N
<br />.ZE _
<br />OR DRVE PH (MIN SHAW NZE145
<br />MIN HEAD SIZE
<br />2X4 SOLID MOCKING
<br />r
<br />MIN EMISEDMEN 11/4-�
<br />SECURE TO SWEATHNG V
<br />8. ND
<br />FROM RAC44 GNP AND 18'
<br />MIR 2-12d PER 5LK EA DO
<br />Or- MAX. MINI-1/4'EMOEOMENT
<br />DMENT
<br />SHEA I.
<br />CMU WALL
<br />ARCHWAY DETAIL
<br />ri_'�16" AND UNDER
<br />�,� E,
<br />DEL' TOP PLATE
<br />2X4 16- 0C. MAX.
<br />SECURE 2X4 TO
<br />V W/2-12d - 6. -0'
<br />0,C, STAOGEREIP
<br />PIN (MIN. SHAW SZE
<br />J45 MIN. HEAD O:ZE
<br />300 MIN.
<br />EMBEDMENT I Y4' WAN
<br />0' lA` END NOT To
<br />AR_CCIL4wA7
<br />EXCEED 1&'00.
<br />MAX
<br />2X4 SOLID
<br />I IA.
<br />15LOCKM SECURE
<br />I/2'PLYWOOO.
<br />To SHEATHING WITH
<br />OR 1/16, Obs.
<br />MIN, 2-12d PER OLK
<br />MA END
<br />,,'�EXTERIOR ARCHWAY
<br />14,4 Obb, OR J� PLYWOOD SHEATHING
<br />W ELM FELT
<br />24. WIDE 2* GA GALVANIZED METAL
<br />FLASHING
<br />MOT APO DMIC, 36' WIDE AND
<br />AND MUST BE A MIN 24'UrM METAL-.
<br />FIBERGLASS $WIW3LI!S
<br />C45L TOP PLATE
<br />2X4 16- OjC. MAX
<br />SECURE 214 W/ 2-v
<br />TAPOONIS OR DRIVE PIN
<br />(MIN. SHAW 6IZE.K5 MIN,
<br />HEAD SIZE 3ev MIN.
<br />EMBEDMENT I V WIN 0'
<br />EA END NOT TO EXCEED
<br />10- OZ, MAX
<br />2X4 SOLIC
<br />ELOOKW
<br />. SjCUFE
<br />TO SHEATHING Wff�
<br />MIR 2-12d PER MILK
<br />EA END
<br />EXTERIOR ARCHWAY
<br />PRECAST WHADEWMIN)
<br />4 (MIN 2 X 3) 1-3A& TAPOON
<br />O�X
<br />DRIVE PIN (MIN SHANK SIZE145
<br />MIN HEAD SIZE 300
<br />MIN EMBEDMENT 11/49
<br />&'FROM EAC44 END AND 10-
<br />Or MAX. MIN 1-1/4* EMBEDMENT
<br />2 X 6 (MIN 2 X 30 2-3AO TAPCAON
<br />OR DRIVE FIN (MIN 81441,114 SIZEA4b
<br />MIN WLAD SIZE -100
<br />MIN 1 1/49
<br />:MISEDMENT
<br />1. FROM A,::W END AND IS-
<br />O,C. MAX MIN 1-114. EMBEDMENT
<br />2 X 11 (MIN 2 X 3) 2-3/16 TAPCON
<br />On PmVE I -IN (MIN SHAW, SIZE.145
<br />MIN HEAD SIZE 100
<br />1/16'CM SHEATHING -
<br />MIN EMBEDMENT 1 1/49
<br />2X4 *' OZ. MAX. -
<br />9. FROM EACH END AND W
<br />(WHEN OVER W IN I4E*HTJ
<br />O,C, MAX. MIN 1-1/4' EMBEDMENT
<br />ZX4 SOLID ISLOMNG -
<br />6ECJJM TO SHEATHING W/
<br />MIN. 2-12d PER OLK EA. END
<br />/'=�CLOSED VALLEY FLASHING DETAIL
<br />0 7-PRF-FAlb TRUSS
<br />SIMPSON
<br />CARD 4 TEXI
<br />C>LMr'L.aroP
<br />SP4 32'
<br />SIMPSON SP4 j 21/)2<4' PLA rE
<br />01C.
<br />12, Oc. -1/2'PRYWALL
<br />2X4 k0OCIP STUDS flo'O.C,
<br />UNO. ON TMSO PLAN
<br />2X4 CONT. STRESS
<br />QW. MID -WALL
<br />I5LCCr
<br />X4 LA
<br />2' OC. MAX
<br />/2'XS* AB.32' OC.
<br />EMMD ENT
<br />Im
<br />`�( 1
<br />CONC. SLAB
<br />2 W. CONT.
<br />I -STORY
<br />r,---�INT. BEARING WALL
<br />_�N W440 UrLFr OR
<br />WAS FLOOR LOAD ONLY , DO NOT
<br />INSTALL CONNECTORS.
<br />2x4 CONTINOUS STRESS
<br />BLOCKING MID WALL
<br />2x4 STUDS 0 16' 0,C, MAX,
<br />U,0N.
<br />I- T 4 G SUMPLOOR GLUED
<br />4ND 5CASUED AS PER
<br />FASTENER SCHEDULE
<br />IST FLOOR STUDS TO
<br />2ND FLOOR STUDS
<br />SIMPSON MOTA-36 - 32-
<br />Or- MAX
<br />FIRS -ENG FLOOR TRUSS
<br />DOUBLE TOP PLATE
<br />2x4 CONTINOUS $TRESS
<br />BLOCKING. MID WALL
<br />2x4 STUDS - W D.C. MAX,
<br />U.Ox
<br />1/2'GYP. ILL. 50.
<br />SECURE IST. PLATE TO SLAB
<br />Ul/ J*xS' ANCHOR VOLT W1 2'
<br />W40WER SET N SIMPSON
<br />HIGH STRENGTH EPDXY 7
<br />EMBED. MIK
<br />SIMPSON SP4 - 32' OC. MAX
<br />(-A-) INI�J2- RY
<br />,Lr L.
<br />=.. 1,2T 1 .1.
<br />ARCljWAY DETAIL
<br />16 ' �AND UP
<br />a' O.S.5. SHEATHING OR J*
<br />CpX PLYWOOD SECURED
<br />PER FASTENER SCHEDULE
<br />2.4 5LOCKIW. UNDER
<br />WALL STUDS SCURE
<br />BETWEEN TRUSS MAYO W1
<br />(3)12d'. EACH END
<br />2x DOUBLE TOP PLATE
<br />STUDS - 16, 01C.
<br />MTS-12 - EVER STUD
<br />2X4 5T. MATE
<br />DORMER
<br />LTTA
<br />.c,�
<br />. "F!V
<br />DOL. TOP PLATE
<br />SECURE 2 X RIP TO PIT
<br />W442d6 6'-&' Or_ MAX
<br />its, TEXTURED FINISH
<br />1/16' 080 SHEATHIM.
<br />2 X 4 16- OC MAX
<br />(WHEN OVER 16- IN HIEGHT.)
<br />2 X 4 (WHEN OVER IS' IN WINGHT-)
<br />1/4' TEMPERED MAeONITE
<br />GLUE 4 NAIL W/6d'S 8--12- Or -
<br />IF NEEDED.
<br />2 X SOLID BLKWG 0 ARCH
<br />SECURE W/242d EAC44 DO
<br />\__MANUFACrJREIe5 SPEC'S.
<br />MTL WOW FRAME
<br />'NOM NO CAP - WDW FRAME
<br />TO EXCEED 14'
<br />ARCHWAY DETAIL
<br />2 X 4 (MIN 2 X 3)1-3A& TAPCAON
<br />Oft PFPJVE PIN CMIN 614AW SIZE146
<br />MIN 14EAD SfZE 300
<br />MIN EMBEDMENT I V49
<br />v FRI:M EAC14 00 AND Ig-
<br />EXISTING MILK ABV
<br />_ MAX MIN 1-1/4' EMBEDMENT
<br />or
<br />114' TEXTURED FINISH
<br />2Xr (MrN2X3)2-3A&TAPCCN
<br />1/0' TEXTURED FINISH
<br />OR DRIVE PIN (MIN SHAW, SIZEAS
<br />MIN HEAD SIZE _SW
<br />1/16' 095 54-EATWW.
<br />MIN Er-115SOMENT 1 1/49
<br />8' PROM EACH END AND 10'
<br />2 X 4 16'Or- MAX,
<br />Oic. MAX MIN 1-1/4- EMBEDMENT
<br />(WHEN OVER I&- IN HEIGHT-)
<br />2 X 4 (WHEN OVER I&-
<br />2 X 8 (MIN 2 X 3) 2-3A6 TAF_ON
<br />*1 IN HEIGHT.)
<br />OR DRJVE PIN (MIN SHAW SIZEJ45
<br />MIMIN HEAD SIZE -100
<br />N = ENT 1 1/49
<br />2 X SOLID I5LKr, * ARCH
<br />SECURE W/2-12d EAC14 END
<br />O'FFIOM EACH END AND 16-
<br />ATTACHMENT PER
<br />O.C. MAX. MIN 1-1/4' EMBEDMENT
<br />MANUFACTURERS OPEC'&
<br />MTL am FRAME
<br />1/4' TEMPERED MASONITE
<br />INOTE, NO GAP - WDW FRAME
<br />GLUE 4 NAIL W/Od-6 8'-12' O.C.
<br />TO EXCEED 1/4'
<br />IF NEEDED.
<br />ARCHWAY DETAIL
<br />rp'� CUTAWAY
<br />ROOF TRUSS UFLIFT
<br />CONNECTOR NOT
<br />SHOULIN FOR
<br />CLARITY (SEE
<br />5+40f- DUr.9.)
<br />EXTEFlI%W-r'LEL-,__
<br />SHEATH "E
<br />NOTES) FASTEN EACH STUD
<br />TO 05L. TOP FILATE
<br />W1 U51' 51IT24 NAIL
<br />PER MANUr. 51-ECS.
<br />SECTION AT TOP
<br />r,`�OF EXTERIOR WALL
<br />ASPHALT SHIN345 OVER
<br />W FELTON I/* O.Oe.
<br />PRE-9w. GABLE TRUSS
<br />OFF STIFFBACK
<br />(SEE 6EALD ENO. PACK FOR
<br />SIZE 4 OONNECTIOW
<br />2.4 SPF BLOCKING BETWEEN TRUSSES
<br />WHERE 'X'BRACIW. 18 PRESENT
<br />C4ONT. 2.4 a" FIAT
<br />SECURED W/ (V 12d's
<br />In$$
<br />(2) 2.4 -2 S.Yp . DIAGONAL BRACE W/ (3)
<br />12d.. . EACH TRUSS (DIAGONAL
<br />X-SRACING. TO COVER S-TIRUEOES
<br />I' GYPSUM 50ARD OR
<br />HIGH STRENGTH CLa
<br />NOTE: BOARD
<br />DIA3,ONAL BRACE . CENTER OF: TRUSS SP44 OR HIGHEST RIDGE,
<br />DIAGONAL BRACE TO BE - ANY SPAN W-O' OR CRATER REFER TO
<br />TRUS6 ENG. FOR A00fTIONAL HORIZONTAL. TRUSS REINPORCEMENIT_
<br />0'-0' TO 30�0'0) X-ISRACE
<br />30'-1' TO 60'-V'(3) X-BRACE W X-BRACIE - CENTER AND (2)
<br />BRACE DIVIDED EQUALY FROM CENTER TO END
<br />@�PABLE X-BRACING
<br />lo GABAL. .,.,�.�ACINI
<br />SCALE: 1/2'-I'-V'
<br />2. RIDGE ONE 61ZE LARGER
<br />T14AN RAFTER SIZE
<br />MIN. (3) 12d NAILS OR
<br />MIN. �4) 10d GUN NAILS
<br />IX& COLLAR TIE AT EVERY OT14ER
<br />RAFTER W/
<br />MfN. t3)12d NAILS OR
<br />MIN. (4) 10d GLN NAILS
<br />2x RAFTERS
<br />IX& NAILER SECJURE TO TRIASES
<br />BELOW W/
<br />(2)12d NAILS OR
<br />(3) 10d GIN NAILS - EA TRUSS
<br />RAFTER TO TRUSS MT$-I2
<br />CREATE VOID FOR STRAP
<br />PENETRATION
<br />ROOF DECIQNG OVER
<br />PRE -OW. TRUSSES
<br />PRE-Ew- TRUSS
<br />CONV D ROOF
<br />ALTERNATE CQNNECTION
<br />MOTA-24 RAFTER! TO ISL.Kri
<br />SETWM TRUSSea
<br />0'-V� TO 30'-0* (1)'X' BRACE
<br />30'-1 TO
<br />(I X'BRACE - CENTER)
<br />(2 'X' BRACE DIVIDED EQUALY FFWM CENTER TO END)
<br />FIBERGLASS SHINGLES OVER
<br />030 FELT ON I/I( ' CAD.
<br />(2) 2X4 -2 SYP DIAGONAIL BRACE -
<br />W1 3-12cl a EA TRUSS ( DIAGONAL BRACE
<br />TO COVER 5-TRUSSES
<br />2X4 BLOCKING. U44EM *X' BRACING
<br />16 PRESENT
<br />(V Wd NAILS EA END
<br />To TWO$
<br />1/161IMSH 3
<br />IL.IAT141W
<br />USE AT
<br />4' ... EDGE 4 6' ...FIELD
<br />2X4 ' 2�.11. 1
<br />OR Sit-"MITit :1 OIC.
<br />OHEAT�,ING NAILING TO BE
<br />WO.C. N FIELD
<br />4' OZAALL EDGES W/W NAILS
<br />TRUSS 24* ..
<br />1/2' Clr. 50AIRD
<br />NAIL CONt RAT RUN TO
<br />TRUSS W/ (2)12d 0 EA TRUSS
<br />2X4 SYP RAT ADJACIEN
<br />TO DIAGONAL BRACE.
<br />D5L TOP MATE
<br />2X4 STUD 16' OC. MAX.
<br />@2-STORY QLBLE END CROSS BRACING
<br />) E�
<br />1115 UPLIFT
<br />SIMPbom HTOI20
<br />WAV 10d TO TOWS$
<br />AND (4) 114' . 2 114'
<br />TAPCONS TO CONT
<br />POURED LINTEL
<br />- 23W UPLIFT
<br />(V SIMPSOM HTSM20
<br />INSTALLED ON OPPOSITE
<br />FACES OF BLOCK WALL
<br />wAg) led TO TRUSS
<br />AND (4)1/4' . 2 1/4.
<br />gmu"VI
<br />wcl_��
<br />FINISH * LANDING
<br />3/4' PLYWOOD FF.
<br />CL
<br />D5L 2Xro
<br />3/4' PLYWOOD WITH
<br />412-0 COMMONS WINDER DETAIL
<br />LANDING DETAIL
<br />NAILED THRU 3/4'
<br />FIN15H -8 LANDING— PLYWOOD INTO
<br />3/4' PLYWOOD rp. EACH 57RINGER�7
<br />LESS THAN 4' TYP.
<br />3-2xI2 SYP STRINGER I D5L 2XI2 X12 TREAD
<br />ETWEEN SPINDLES
<br />REINFORCIED W/2X4 SPFOR CUT TO FIT
<br />W/CONT. 5EAD OF FLOOR JOIST IX8 RISER
<br />5UB-FLOOR ADHESIVE )011
<br />PL-400 OR SIMILAR im
<br />;� RAIL-)
<br />EA HORIZONTAL RUN
<br />\HAND
<br />f
<br />SECURE TREADS TO STRINGER
<br />W/(3n 3' SCREWS 0 EA
<br />STRINGER, UNTHREADED SHAN<
<br />1/2' DRYWALL-,,,
<br />TO EXTEND 5EYON0 THICKNESS
<br />OF 5U5-FLOOR SHEATHING
<br />IXIV TRIM---'
<br />NOTE:
<br />I' NOSING TYP.
<br />STAIRS RISER$ TO CONFORM
<br />TO F15CR 5TH EDITION (2014�
<br />(3) 10d CUT NAILS
<br />MIN, TREAD 10', MAX. RISER 1-3/4'
<br />a 2X4 P.T,
<br />x
<br />311ro' MAX. VARIATION IN RI5ER5/TREAD5
<br />SLEEPER INTO
<br />ADJACENT TO EACH OTHER
<br />SLA5
<br />3/5'MAX. VARIATION IN ANY RISER/TREAD
<br />HANDRAIL CIRCULAR CRO55 SECTION DfA.
<br />TO 5E 13/4' -1/4' OR PROVIDE EQUIVALENT
<br />GRA5PA51LfTY
<br />j)STAIR
<br />SECTION DETAILS
<br />WINDERS- MIN. 6' WIDE 6 NARROW ENE)
<br />MIN, Ill WIDTH a 121 PROM NARROW ENE) SCALE:
<br />3/4'al'-O'
<br />34' MIN. HANDRAIL HGT.
<br />A It C K I T E C T 3"N
<br />i n
<br />G r MOO. .
<br />1441 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32760
<br />PH: 407-774-6078
<br />FAk 407-7744078
<br />I www.abdosigngroup-com
<br />1,4� AA 4P. 0003325
<br />0
<br />Lsom
<br />"07
<br />F'sumiv. &ex.* "ll
<br />SILVERADO
<br />LOT 26
<br />LOT 6
<br />Pnon=T#
<br />04128.000-02661
<br />MODRU
<br />4EHI3
<br />"2605-HAYDEN"
<br />GAJtA,QM BWnM-
<br />RIGHT
<br />PAGM:
<br />misc.
<br />DETAILS
<br />150 MPH EXP. B Of
<br />
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