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PRECAST READEWMIN) <br />2 X 4 (MIN 2 X 3) 1-5/16 TAPCON <br />OR DRIVE PIN (MIN SPANK SIMI-45 <br />MIN 44EAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />a, FROM EACH END AND V <br />OZ� MAY_ MIN 1-1/4' EMBEDMENT <br />2 X & (MIN 2 X S) 2-3/16 TAPOON <br />OR DRIVE PN (MIN SHAW, SIZEJ4!) <br />li <br />HEAD SIZE .300 <br />MMN <br />IN EMBEDMENT I V4*) <br />0. FROM EACH END AND 18' <br />C.C. MAX MIN 1-1/4' EMBEDMENT <br />2 X 8 (MIN 2 X 3) 2-3/16 7APC40N <br />OR DRIVE PW (MN SHAW SIZE,1411 <br />MIN HEAD SIZE 39W <br />1>14 SOLID <br />MIN EMBEDMENT 1 1/4') <br />%LOCKING <br />SECIURE TO <br />�r <br />a. FROM EACH END AND Is* <br />HIM. 2-12d PER MILK EA. 010 <br />M <br />Or- MAX MIN 1-1/4' EMBEDMENT <br />1/16'OSB SHEATHING <br />C.M WALL <br />ARCHWAY DETAIL <br />rj_'�_16" AND UNDER <br />COL. ' TOP PLATE <br />2X4 lb'O.C. MAX <br />SECURE 2X4TO <br />WOOD Wf2-12d - &'- * <br />OZ. STAGGERED <br />PlN (MIN. SPANK SIZE <br />Ab MIN. WEAD SIM <br />300 MIN. <br />EMBEDME147 I Y4'WIIN <br />a, EA� END NOT TO <br />AFICIHWAY <br />EXCEED M* OZ. <br />MAX <br />2X4 SOLID <br />IST I TE <br />BLOCKING SECURE <br />in, PLYWOOD - <br />TO SHEATHING WITH <br />OR lAr'Ob.B. <br />MIR 2-12d PER BLK <br />EA. END <br />rq_--�EXTERIOR ARCHWAY <br />Q '/�g Oba OR Jy PLYWOOD SH�ATklh* <br />(D -50 BLDG FELT <br />24- WIDE 26 GA. GALVANIZED METAL <br />PLASWINS. <br />MOT ADD DMIC, 36- WIDE AND <br />AND MUST BE A MIN 24' WIDE METAL. <br />FIBERGLASS SHINGLES <br />DBL. TOP PLATE <br />2X4 *1 01C. MAX. <br />1 114 1 2-l' <br />.:7_ __ VE PIN <br />,M. . .4 M. <br />HEAD SIZE Soo MIN. <br />EMBEDI-IENT I)VA'WIIN V <br />EA. END NOT TO EXCEED <br />18'04. MAX By' <br />2X4 SOLID <br />BLOCKING SOCURE <br />TO SWEATWNG WITH <br />MIN. 2-12d PER ELK <br />EA, END <br />Y <br />PRECAST HEADEWMIN)__ <br />\�V <br />2 X 4 (MIN 2 X 3) 1-3/16 TAPOON <br />OR DRIVE PH CHIP 844ANK SIZE145 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />VFROM EACH END AND 10' <br />OZ, MAX MIN 1-1/4' EMBEDMENT <br />2 X 6 (MIN 2 X 24) 2-3/16 TAPCON <br />OR DRIVE PIN (MIN WANK SIZE.14b <br />MIN HEAD SIZE 3�= <br />MIN EMBEDMENT 1 1/4') <br />V FROM EACH END AND 16' <br />OZ. MAX MN 1-1/4 'EMBEDMENT <br />2 X 8 (MIN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE FIN (MIN SHANK $IZE.14S <br />MIN HEAD SIZE 300 <br />1/16- OM SHEATHW. <br />MIN EMBEDMENT 1 1/4') <br />2X4 16- Or- MAX. <br />S' FROM EACH END AND 15' <br />(WHEN OVER W- IN HE*HT.) <br />Or- MAX. MIN 1-1/4' EMBEDMENT <br />2X4 SOLID BLOCKNO — <br />SECUPW TO SHEATNiW. W/ <br />MK 2-12d PER BILK EA. END <br />ARCIIWAY DETAIL <br />16 AND UP <br />(D_ &CALEi 1/2'.F-0' <br />r=-\CLOSED VALLEY FLASHING DETAIL <br />SIMPSON <br />1/2 CLGk BOARD 4 TEXT. SP4 32' <br />SIMPSON SPA 2X4 D5L. TOP PLATE oz. <br />32' 0,C. �—LVDIQYUALL <br />2X4 WOOD STLVS -*- 04� <br />UNZ, ON TRUSS PLAN <br />2X4 CONT. STRESS <br />BLOCKING MIDAUALL <br />�X4 P PLATE <br />�S T ' -4- <br />:O�0 <br />AM: <br />1 A� <br />E <br />EMBEDMENT <br />SLAB <br />CONT. <br />D_ <br />1-STORY <br />INT. BEARING WALL <br />UPLIFT OR <br />AL8 "2 <br />F WALL <br />OR <br />.A. FLOOR LOAD ILY , .11 NOT <br />INSTALL CONNIECTORB. <br />DOUBLE TOP PLATE <br />2.4 CONTINOLIS STRIESS <br />15LOCKM MID WALL <br />2X4 STUDS 0 16' OZ. MAX, <br />UON. <br />I- T 4 G SUBIFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />IST FLOOR STUDS TO <br />2ND FLOOR STUDS <br />SIMPSON MSTA-356 - S2' <br />Or.- MAX <br />FIRE-Ew. FLOOR TRUSS <br />DOUBLE TOP PLATE <br />2x4 CONTNOUS STRESS <br />BLOCKIN6. MID WALL <br />2.4 STUDS . 16' OZ. MAX, <br />UDA1/2' GYP. U)L. 5D. <br />SECLIRE BT. I -LATE TO SLAB <br />Ull �.S' ANCHOR BOLT W/ 2' <br />WASHER SET IN SIMPSON <br />HIGH STRENGTH EPDXY 1' <br />MOOD. MK <br />IMPSON SPA - 32' OjC. MAX <br />INT. 2-STORY LB.W. <br />SCALE: <br />PRE-ENG TRUSSES OR <br />CONV. FRAMED RAFTERS <br />2.4 BLOCKW3 <br />(3) T2d'. EACH <br />2x DOJISLE TOP PL <br />STUDS - 16, <br />MTS-12 * EVER I <br />2X4 ST. Pt <br />DORMER <br />9 �k`TT4A N;T <br />.. M <br />. P, <br />DBL. TOP PLATE <br />SECURE 2 X PUP TO PIT <br />U112-12616 6'-W OIC. MAX. <br />1/8. TEXTURED FINISH <br />1/16, Obs SHEATHING <br />2 X 4 11 MAX <br />eU4EN OVER 46' IN WIEGWTJ <br />2 X 4 (WHEN OVER 16' IN WIZ5,14T.) <br />1/4' IM-11PERED MASONITIS <br />GLUS A NAIL W1Sd-S W-12'0r- <br />IF MENDED, <br />2 X SOLID BLKIG - ARCH <br />SECURE W/2-126 EACH END <br />_MTL WOW FRIXIE <br />-NOTE: NO GAP . WOW FRAME <br />TO EXCEED 1/4' <br />ARCHWAY DETAIL <br />/—A'\ CUTAWAY <br />2 X 4 (MIN 2 X a) 1-3/16 TAPC4;N <br />OR DRIVE PIN (MN SPANK SIZEJ45 <br />MIN HEAD SIZE 3300 <br />MIN EMII 1114') <br />a'. FROM EACH END AND 18' <br />EXISTING ELK AISV'. <br />0Z. MAX MN 1-1/4'EMBEDIP-IIENT <br />1/4' TEXTURED FINISH <br />2 X & (MIN 2 X 3) 2-31/16 TAP -CON <br />1/0, TEXTUNED FINISH <br />OR DRIVE PIN (MIN SPANK SIZE.Mb <br />MIN HEAD SIZE 300 <br />IAO'065 SWEATHW. <br />MIN EMISEDMENT 1 1/41� <br />&'FROM EACH END AND 16' <br />2 x 4 *1 OZ, MAX. <br />0,C. MAX. MN IA/4' EMBEDMENT <br />(121WEN OVER IS- IN WEOWT.) <br />2 X 4 (WHEN OVER IS- <br />2 X 6 (MIN 2 X 3) 2-3/16 TARCON <br />IS' N HEIGHT.) <br />OR DRIVE PIN (MN SPANK SIZE.L45 <br />MIN HEAD SIZE 300 <br />MIN EMBECt'IENT 1 1/4') <br />2 X SOLID 51J<�G - ARCH <br />SECURE 114-12d EAC44 END <br />a. FROM EACH END AND 10' <br />ATTACHMENT PER <br />OC. MAX MIN 1-1/4' V-11BECtIENT <br />MANUFAClUl"'S SPEC'S. <br />MTL WDW FRAME <br />1/4'TEMPERED MASONITE <br />4�40TEII NO GAP - UIDW FRAME <br />GLUE 4 NAIL lVedS S'42' OZ <br />TO EXCEED 1/4' <br />F NEEDED: <br />ARCHWAY DETAIL <br />CUTAWAY <br />ROOF TRUSS UPLIFT <br />CONNECTOR NOT <br />SHOUIN FOR <br />CLARITY (SEE <br />SHOP r.>urr,.) <br />EXTERICI�l UIALL <br />S T"W <br />HEA . 'SE, <br />NOTES� FASTEN EACH STUC> <br />TO DBL.TOP PLATE <br />UJI USIP 5PT24 NAIL <br />PER MANUF. SPECS. <br />SECTION AT TOP <br />,--�OF EXTERIOR WALL <br />ASlPkALT SHING45 OVER <br />W FELT ON 1/* 0.6.5� <br />Imm-ENG 6ABLE TRUES <br />,r II&TEMArK <br />a EW <br />.. PACK FOR <br />SIZE 4 CONNECTION) <br />2x4 OFF BLOCKING BETWEEN TRUeOES <br />WI -ERE 'X' BRACW. IS PRESENT <br />Iml "I owy. 2.4 s" RAT RUN I <br />SECURED W/ (2) 1241. EACH <br />TRUSS <br />I) 2X4 -2 S.Y.P. DIAGONAL BRACE W1 (3) <br />12d.6 * EACH TRUSS (DIAGONAL <br />X-ISP,ACIW. TO OnVER S-TRUSWS <br />J'GYPSLIM WARD OR I' <br />HIGH STRENGTH CL6. <br />NOTE; BOARD <br />DIAGONAL BRACE - CENTER OF TRUSS OPAN OR HIGHEST RIDGE. <br />DIAGONAL BRACE TO BE - ANY SPAN V-V OR GRATER REFER TO <br />TRUSS ENS. FOR ADDITIONAL WOMZONTAL TRIM REINFORCEIMENT- <br />0'-0' TO X-SRACE <br />30'-V TO 60'-V'(3) X-BRACE (1) X-BIRACE * CENTER AND (2) <br />BRACE CMDEID ECIUALY FROM CENTER TO END <br />g_qGABLE X-BRACING <br />lo SCALE ..'�.�ACINI <br />SCALE: V2'-I'-C* <br />2x RIDGE ONE SIZE LARGER <br />THAN *AFTER SIZE <br />MIN. (3)12d NAILS OR <br />MINL (4) 10d C" NALS <br />Ix6 COLLAR 71E AT EVERY OTHER <br />RAFTER Wl <br />MIN. t3)12.1 MAILS OR <br />MIN. (4) 10d GUN NAILS <br />1.0 NAILER SECURE TO TRUSSES <br />BELOWW/ <br />(2)12d NAILS OR <br />(3� 10d GUN NAIL$ - EA. TRUSS <br />RAFTER TO TRUSS MTS-rl <br />CREATE VOID FOR STRAP <br />FRE-EW� TRUSS <br />ALTERNATE CONNIECTI CONV. FRAMED ROOF <br />MSTA-24 RAFTER TO 5LKG 51-ALE: <br />BETUREN TRUSSE-�z <br />5 <br />0'-0' TO 30'-C'(1) 'A'IBRACE <br />30'fTO BRACE <br />(I 'X BRACE -CENTER) <br />(2 'X'BPAZE DIVIDED SCUALY FROM CENTER TO END) <br />FIBERGLASS SHINGLES OVER <br />030 FELT ON 1116' O.S.B. <br />(2) 2X4 -2 SYP DIAGONAIL BRACE <br />kU/ 3-12d - EA TRUSS ( DIAGONAIL BIRACE <br />TO COVER 5-TRUSSES <br />2X4 BLOCKING ULIPERE 'X' SP.ACWG <br />IS PRESENT <br />(2) 10d NAILS EA END <br />TO TRUSS <br />SIFF STIPPISACK <br />(SEE SEALO ENS. PACK FOR <br />SIZE 4 CONNECTION) Lc <br />1AV 085 SHEATHING TRLISS 24' .1, <br />USE Sd NAILS AT <br />4' o� EDGE 4 6' o� FIELD <br />1/2' rLGL BOARD <br />2X4SgFMX 5 �A <br />.21 -32',O.C. MA NAIL CONT. RAT RUN TO <br />OR MST -2 - 32 O.C. TRUSS Uj/ (2)12d - EA. TRUSS <br />2X4 SYP RAT ADJACENT <br />TO DIAGONAL BRACE, <br />SWEATHN6. NAILING TO BE <br />6' OC INFIELD DBIL TOP PLATE <br />4' 5Z-ALL EDGE$ W/Od NAILS 2X4 STUD 16' O.C. MAX. <br />2-STORY GABLE END CROSS BRACING <br />SCALE: <br />IrM UPLIFT <br />SIMPSOM w1alloo <br />WIIV 10�1 TO TRIM <br />AND (4)1/4' . 2 1/4' <br />TAPCONS TO CONT <br />POURED LINTEL <br />- 23W UPLIFT <br />(2) SIMPSOM HTSM20 <br />INSTALLED ON OPPOSITE <br />FACES OF BLOCK WAL <br />WAO led TO TRUSS <br />AND (4) 1/4' x 2 1/4' <br />TAPCV45 TO CONT <br />-POURED LINTEL <br />PRE-Ewl TRUSS <br />CONTINUOUS <br />BOND BEAM <br />TAP — <br />Mlli 2' COVER <br />2� APART <br />�TRQ I <br />12 <br />FINISH o LANDING <br />3/4' PLYWOOD FF. <br />y CL <br />DBL 2 <br />Xro <br />30" MIN. FIN16H <br />3/4' PLYWOOD WITH <br />412-D COMMONS WINDER DETAIL <br />LANDING DETAIL NAILED THRU 3/4' <br />FINISH 0 LANDING PLYWOOD INTO <br />3/4'PLYW000 F;— EAC14 5TRINGER�7 <br />LESS THAN 4- TYP. <br />3-2x[2 SY'll STRINGER I DBL 2XI2 2X2T BETWEEN SPINDLES <br />TnAllp <br />REINFORCED W/2X4 5PFOR CUT. (9501 <br />UJ/CONT. BEAD Or FLOOR J015T IXa RISER <br />5U5-FLOOR ADHESIVE <br />PL-400 OR 51MILAR 0 HAND RAIL-, <br />EA HORIZONTAL RUN <br />SECURE TREADS TO STRINGER <br />LU/(3)08 3- SCREWS EA <br />OR <br />L <br />ZI <br />L <br />0 <br />E <br />0 R <br />I <br />Jo' <br />N G <br />R <br />2X <br />U <br />T <br />"X <br />0 <br />T <br />T <br />a <br />0 <br />R <br />F <br />T <br />F <br />1/2. <br />I- NO <br />STRINGER, UNTHREADED SHANK 1/2'DRYLUALL--,, <br />TO EXTEND BEYOND THICKNESS <br />-KN <br />OF SUB -FLOOR SHEATHING IXIO TRIM--' <br />NOTE; I'NOSING TYP. <br />STAIRS RISERS TO CONFORM <br />RM <br />TO F5CR 5TH EDITION (2014) od CUT NAIL <br />It I <br />MIN. TREAD 10', MAX. RISER -1-3/4' (3� 10d CUT NAILS <br />4 <br />311ro'MAX. VARIATION IN R15ERS/TREADS a 2X4 P.T. <br />R INTO <br />ADJACENT TO EAC14 OT14ER 5LEEPERINTO <br />318'MAX. VARIATION IN ANY R16ER/TREAD SLAB I'Ar <br />HANDRAIL CIRCULAR CROSS SECTION DIA. <br />TO BE 13/4' --1/4' OR PROVIDE EQUIVALENT <br />GRABPABILITY (� �STAIR SECTION DETAILS <br />WINDERS- MIN. ro' WIDE 0 NARROW END <br />MIN. 11' WIDTH 0 12' FROM NIARR01-11 END SCALE: 3/4'=I--0' <br />34' MIN. HANDRAIL 14GT. <br />k R C N I T E C T IIIII <br />MSffi'n <br />GrWoul0J. In c.. <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FIL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA P. 0003326 <br />SILVERADO <br />LOT 32 <br />LOT 6 <br />Psojm' <br />04128.001-03261 <br />mo <br />4EHI3 <br />"2605-HAYDEN" <br />GAJtAGN BWMG- <br />RIGHT <br />PAGIM <br />misc. <br />DETAILS <br />150 MPH EXP. B Of <br />p <br />DATzh 11/08/17 <br />8CALM: 1/4-=f-0" <br />5 <br />