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2. RIDGE ONE SIZE LARGER <br />THAN RAFTER SIZE <br />MIN. 1 NAILS OR <br />PRECAST HEADER(MN) <br />A <br />MIN. (4))10d GUN NAILS <br />2 X 4 (MIN 2 X 3) 1.3/16 TAF'CON <br />DBL. TOP PLATE <br />Ixb COLLAR TIE AT EVERY OILER <br />OR DRIVE PIN (MIN SHANK 81ZE.145 <br />SECt111R 2 x RIP TO FIT <br />RAFTER <br />MIN LEAD 912E 300 <br />DBL TOP PLATE <br />W/t-T2d0 6•-B' O.C. MAX. <br />MIN. (3) I2d NAILS OR <br />R <br />MN EMBEDMENT I V4') <br />b(4 16' OL. MAX.7R <br />TML <br />T/S' TEXTURED FINISH <br />MIN. (4) 10d GIN NAILS <br />8' FROM EACH END AND 16' §" <br />1/16' 086 SHEATHING <br />OZ.MAX MIN 1-V4' EMBEDMENT r_ <br />:5 <br />2 X 4 K' O.O HAX <br />2x RAFTERS <br />2 X 6 (MIN 2 x 3) 2.3/16 TAPCON �? <br />(WHEN OVER 16' IN NIEC44T.) <br />OR DRIVE PIN (MIN SHANK SIZEJAS �'0 <br />IxB NAILER SECURE TO TRUSSES <br />MIN HEAD SIZE 300 <br />HM EMBEDMENT I V4'1 <br />eEGIJI� 2X4 UU/ 2- <br />TAFGONB OR DRIVE PIN <br />[MIN, 841AJJIC SIZE MM <br />2 x 4 fWEN OVER W' IN NIEGNTJ <br />1/1' TEMPERED MABCNITE <br />LOW UN <br />(2) Yld NAILS OR <br />e' FROM EACH END AND B' <br />.MI5 <br />HEAD SIZE 30 MIRIdo <br />GLUE A NAIL W/Sd'S B'-12' O.C. <br />(3) IOd GLtJ NAILS • EA. TRUSS <br />O.C. MAX, MH 1) EMBEDMENT <br />EMBEDMENT I V WAN S' <br />F NEEDED. <br />2- <br />2 X S (MIN 2 x 9/ 7-3/W TAPCON <br />EA END NOT TO EXCEED <br />ST. PLA <br />2 X SOLID SLKG • ARCH <br />OR DRIVE PIN (MIN SHANK SIZEJ45 <br />MIN LEAD SIZE 300 2x4 SOLID BLOCKING <br />15' OG. MAX <br />SECURE W/2-I2d EACH END <br />RAFTER TO TRUSS MTS-12 <br />CREATE VOID FOR STRAP <br />MIN EMBEDMENT 1 1/4') SECURE TO SHEATHING W/ <br />ATTACWI` N PER <br />PENETRATION <br />B' FROM EACH END AND 18' MM. 2-11 PER BLK EA. END <br />MANUFACTURER'S SPEC'S. <br />ROOF DECKING OVER <br />O.C. MAX MIN I.1/4' EMBEDMENT T46 OSB S/EATWW. <br />v2' PLYWOOD <br />MY. LLbUI FxArE <br />PRE-ENG TRUSSES <br />CMII WALL <br />axa 901.1D <br />BLOCKING SECURE <br />OR Tn6. O)AB. <br />MOTE, NO GAP • IIDIU FRAME <br />PRE-ENG TRUSS <br />ARCHWAY DETAIL <br />TO _.,AIRING WITH <br />MIN. 2-I2d PER SLK EXTERIOR <br />ARCHWAY <br />TO EXCEED V4- <br />ARCHWAY DETAIL <br />CONV. FAMED ROOF <br />%�6" AND UNDER <br />EA END �1 WITH WINDOW <br />��� CUTAWAY <br />gL7ERNATE CONNECTION 10 <br />M$TA-24 RAFTER TO SLK'G <br />SCALE: 1/2'•1'-®• <br />9GALE: I/2'•I'-®• <br />�• SCALE; I/2'.I'-0' <br />L> SCALE: IR'•1'-0' <br />BETWEEN TRUSSES <br />B <br />2 X 4 (MIN 2 X 3) 1-3/16 TAPCON <br />PRECAST HEADER(MIN) <br />OR DRIVE PM (MIN SWANK SIZEJ45 <br />2 X 4 (MIN 2 X 3) 1-3A6 TAPCON� <br />MIN LEAD 81ZE 300 <br />MM EMBEDMENT I 1/4') <br />30' f TO 60'-O' (13) X' BRACE <br />-- <br />OR DRIVE PM (MIN SHANK SIZEJ45 <br />b' EXISTING MILK ASV. <br />O' FRCM EACH END AND b' <br />0 'X' BRACE • CENTER) <br />MIN LEAD 912E 900 <br />OL. HAX HM 1-V4' EMBEDMENT 1/d' TEXNRED FINISH <br />(2 'X' BRACE DIVIDED EGIUALY FROH CENTER TO END) <br />• II75 UPLIFT <br />DBL. TOP PATE <br />2x4 16' CC. MAX <br />MN EMBEDMENT 1 1/4') <br />S.FROM EACH END AND B' <br />_� <br />2 X 6 (MIN 2 X 3) 2-3A6 TAPCON T)g• TEXTURED FINIBWI <br />SIMPSOM 14T9M20 <br />SECURE 2X4 TO <br />O.C. MAX. MIN I-V4' EMBEDMENT <br />L <br />W <br />OR DRIVE PM (MIN SHANK SIZEH9 <br />SHINGLES OVER <br />W/10 I@d TO TRU98 <br />WOOD WYt•Ud • 6'-8' <br />2 X 6 (MIN 2 X 3) 2-3/I6 TAPCON <br />� <br />MIN HEAD SIZE 300 T/16' OSS BREATHING <br />-30FIBFELT ON <br />'30 FELT ON l/16' ObB. <br />AND (4) 1/4' x 2 I/4' <br />OL. 9TAL.CiERED <br />OR DRIVE PIN (HM 9HIMHC 91ZEJ45 <br />MIN EMBEDMENT 1 1/4" <br />TAPCONS TO CONT <br />MINI HEAD 512E 3007N <br />W FROM EACH END AND Is, 2 X 4 *'Or-. MAX. <br />POURED LINTEL <br />SECURE 2X4 UV 2-%' <br />HM EMBEDMENT 1 1/4.) <br />S' FRCM EACH END AND S' <br />(WHEN OVER I6' IN WEIGHT.) <br />OO. MAX MIN 1-1/4' EMBEDMENT 2 X 4 (WHEN OVER 16' <br />(2) 2X4 n SYP DIAGONAIL BRACE <br />• 2350 UPLIFT <br />TAPCONS OR DRIVE6' <br />O.G MAXHAx HM 1.1/4' EMBEDMENT <br />2 X B MM 1 X 3) 2-3M TAPCON IN 1EIGMJ <br />W/ 3-IId • EA TR119B (DIAGONAIL BRACE <br />TO COVER 9-TRLI89ES <br />(2)91MP° 7 NTSM20 <br />PM (MN. SHANK SIZE <br />MIN HEAD SIZE <br />2 X S (MIN 2 X 3) 2-3ne TAPCON <br />OR DRIVE PIN (MIN SHANK SIZE.IaS <br />INSTALLED ON OPPOSITE <br />.10 <br />GOO MN <br />OR DRIVE PM (MIN 6HANK SIZE.145 <br />MIN 14EAD 8 2f 900 2 X SOLID BLK'G • ARCH <br />FACES OF BLOCK WALL <br />EMBEDMENT I )'i WAN <br />MM HEAD 812E 300 1/16' 08B SHEATHING <br />MIN EMBEDMENT I I!4') SECURE W/2.12d EACH END <br />2X4 BLOCKING WHERE 'X' BRACING <br />LIAO 1Od TO TRUBB <br />S' EA END NOT TO i�1�Cl-'iWAY <br />MIN EMBEDMENT 1 1/4') 2X4 W.' OO. MAX. <br />S' FROM EACH END AND b' ATTACHMENT PER <br />IS PRESENT <br />AND (A) 1/4' x 2 1/4' <br />TAPCONS TO CONT <br />EXCEED U' OO. <br />MAX <br />8' FROM EACH END AND B' (WHEN OVER W' M HEIGHT) <br />OC. MAX MIN 1-I/4' EMBEDMENT HANUFACTURER'S BPEC'8. <br />(2) 10d NAILS EA END <br />POURED LINTEL <br />BT PLATE <br />2X4 SOLID <br />OO. MAX, MN 1-I/4' EMBEDMENT 2X4 SOLID BLOCKING <br />V4' TEMPERED MASGNITE T10TE: NO GAP • WDW FRAME <br />i0 TRUSS <br />BLCOGMG SECURE V2. PLYWOOD <br />SECURE TO SHEATHING W/ <br />MIN 2-I2d PER SLK EA END <br />GLUE 4 NAIL WRd'S S'-12' OC. TO EXCEED 114' <br />9PF BTIFFBACK <br />TO SHEATHING WITH OR T/I6' 098. <br />MIN 2-I2d PER SLK <br />P NEEDED. <br />(SEE SEALD ENG. PACK FOR <br />SIZE 4 CONNECTION) <br />PRE-ENG TRUSS <br />EA, END <br />ARCHWAY DETAIL <br />ARCHWAY DETAIL <br />COM-IGM <br />CONTINUOUS <br />EXTERIOR ARCHWAY <br />�1 16 AND UP <br />�n1 CUTAWAY <br />UI6' LEATHWNG <br />TRUSS 24' o- <br />BOND BEAM <br />d NAILS <br />14USE B EDGbT oc. FIELD <br />I/1' CLG. BOARD <br />g qG <br />OR SM 31' /8 NJXMSTA-24 32' OL MAJ(. <br />iRUBBC(2 R12d F. EA.ORU98 <br />2X4 SYP RAT ADJACENT <br />ROOF TRUSS UPLIFT <br />TO DIAGONAL BRACE. <br />CONNECTOR NOT <br />SHEATHING NAILING TO BE <br />E <br />DEL TOP PLATE <br />TAP CONS <br />MIN. 2' COVER <br />SHOW.) FOR <br />4' OC.•ALL EDGES W186 NAILS <br />2X4 STUD I6' O.C. MAX <br />T' APART <br />CLARITY (SEE <br />SHOP DUX48J <br />O 144 0SOORT PLYWOOD SHEATHING <br />_ <br />n2-5TORY GABLE END CROSS BRACING <br />_T__RUSS ANCHOR RETROFIT <br />Q 90 BLDG. FELT \ <br />SCALE: I/2'.1'-0' <br />N.T9. <br />O9 24' WIDE 26 GA. GALVANIZED METAL <br />FLASHING <br />MN <br />AND Q <br />DIT WIDE <br />EXTERIOR WALL <br />ANDD MIN 24' <br />BE A MIN A WIDE METAL. \ <br />SHEATHING (SEE"ATADD <br />® FIBERGLASS 814I142LES <br />NOTES) FASTEN EACH STUD <br />TO DBL. TOP PLATE <br />FINISH 0 LANDING <br />- <br />PLYWOOD FF, <br />= <br />\ <br />W/ U5P SPT24 NAIL <br />PER MANUF. SPECS. <br />1 <br />Z <br />—CL <br />SECTION AT TOP <br />DBL 2X6 <br />— <br />5 CLOSED VALLEY FLASHING DETAIL <br />ERIOR WALL <br />I1TJ3. <br />(Da__KA_xT <br />36" MIN. <br />3/4' PLYWOOD WITH <br />FINISH <br />PRE- TRUSSES <br />ASPHALT BNNGLES OVER <br />MMONS WINDER DETAIL <br />LANDING DETAIL <br />OR <br />PREEENGGABLEOTRUSS <br />NA�LEDCORU <br />3/4' <br />PRE-ENG TRUSS <br />DOUBLE <br />TOP PLATE <br />C. FRAMED RAFTERS <br />ONY <br />E <br />PLYWOOD <br />INTO <br />txa <br />CONTMOU9 STRESSs12E <br />(SEESEALD G. PACK FOR <br />FINISH LANDING <br />BLOCKING MID WALL <br />SIMPSON <br />r coN4ECT0N1 <br />2x4 SPF BLOCKING BETWEEN TRUSSES <br />3/4' PLYWOOD FF. EACH STRINGER <br />1/2' CLG. BOARD TEXT. <br />9P4 • 32' 2.46T uo8 • w' oc, MAX, <br />WHERE 'X' BRACING is PRESENT <br />LESS THAN 4' TYP. <br />2X4 DBL. TOP PLATE <br />s132,olc9Pa <br />O.C. u.o)4. <br />3-2x12 SYP STRINGER DBL 2XI2 <br />2XI2 TREAD <br />ETWEEN SPINDLES <br />• 3T' O.C, 2X DRYWALL <br />TX4 WOODTENDS MI6' O.C., <br />1' T A 9UBFLOOR GLUED <br />R <br />/OF 4 SPF FLOOR <br />CUT <br />uxo. ON rRusB PLAN <br />TE ER�°EDUL <br />FASTENER <br />W/CINFORCED ONT. BEAD JOIST <br />XS RISER <br />2x4 CONT. STRESS <br />IST FLOOR STUDS TO <br />2ND FLOOR STUDS, <br />SUB -FLOOR ADHESIVE <br />m° <br />BLOCKING MID -WALL <br />META-36 • sr <br />PL-400 OR SIMILAR <br />HAND RAIL <br />oc.MAx <br />Or_ <br />EA HORIZONTAL RUN <br />z <br />SECURE TREADS TO STRINGER <br />V U <br />m <br />x4 PT. PLATE <br />�' osB. SHEATHING OR}' <br />W/C3i8 3' SCREWS ®EA <br />1) <br />m <br />61MIP90N 9Pa • <br />32 o.c. Max <br />PRE-ENG FLOOR TRUss <br />CDX PLYWOOD SECURED <br />T11STRINGER, <br />CONT. 2x4 8PF RAT RUN <br />UNTHREADED SHANK <br />1/2' DRYWALL -.. <br />I/2'X9' AJS. 32' O.C. <br />DOUBLE TOP PLATE <br />PER FASTENER SCHEDULE <br />SECURED UV (T)12d's •EACH <br />TO EXTEND BEYOND THICKNESS <br />7' EMBEDMENT <br />2x4 CONTNNCU9 STRESS <br />2x4 BLOCKING UNDER <br />TRUss <br />(2) 2.4 '4 S.Y.P. DIAGONAL BRACE W/ (3) <br />OF SUB -FLOOR SHEATHING <br />IXIO TRIM <br />BLOCKING <br />MID WALL <br />WALL STUDS SCORE <br />1'2d'• • EACH TRUSS (DIAGONAL <br />NOTE: <br />CONK. SLAB <br />2x4 STUDS • I6' OL. MAX, <br />U.ON. <br />BETWEEN TRUSS BAYS W/ <br />(3) 12d's EACH END <br />X-BRACING TO COVER 5-TRUSSES <br />STAIRS RISERS TO CONFORM <br />1' NOSING TYP. <br />2 IS'. CONT. <br />1/2' <br />GYP. UL. BD. <br />2x DOUBLE TOP PLATE <br />_' GYPSUM BOARD OR 3• <br />TO FBCR 5TH EDITION (2074) <br />SECURE ST. PLATE TO BLAB <br />Bruns • w D.C.HIGH <br />STRENGTH CLG, <br />NOTE; BOARD <br />MIN. TREAD 10% MAX. RISER 7-3/4' <br />C3) 10 I CUT NAILS <br />W/ <br />ANCHOR BOLT W/ 2' <br />MTS-12 • EVER STUD <br />DIAGONAL BRACE • CENTER OF TRUSS SPAN OR HIGHEST RIDGE. <br />3/16' MAX. VARIATION IN RISERS/TREADS <br />g 2X4 PT. <br />v X <br />q <br />WASHER SET M SIMPSON <br />HIGH STRENGTH EPDXY 7' <br />2X4 57. PLATE <br />DIAGONAL BRACE DI IO • ANY MEAN B'-0' OR GRATER REFER TO <br />rIRT1a9 ENG FOR ADDITIONAL HOR1zc14TAL TRIBS REINFORCEMENT. <br />ADJACENT TO EACH OTHER <br />SLEEPER INTO <br />^� <br />EMBED.. MIR <br />0'-0 TO 30'-o' (1) x-BRACE <br />3/6' MAX. VARIATION IN ANY RISER/TREAD <br />SLAB <br />1-STORY <br />• 3z' OG. MAX <br />3m'-r To 60'-C' (3) X-BRACE (1) X-BRACE • CENTER A (2) <br />DORMER <br />BRACE DIVIDED ECIUALY FROM CENTER TO END <br />HANDRAIL CIRCULAR CROSS SECTION DIA. <br />7 TNT. BEARING WALL <br />SCALE° 1/2'. <br />INT. 2-STORY L.B.W. <br />8 <br />/� ATTACHMENT <br />9 <br />GABLE X-BRACING <br />10 <br />TO BE 1 3/4' +-1/4' OR PROVIDE EQUIVALENT <br />GRASPABILITY <br />NOTE; FOR wALLB Wrro UPLIFToR <br />9GALE: <br />R'.I'-0' <br />9GALE: 1/t'.,'-0 <br />SCALE, /1'I'-0 <br />WINDERS- MIN, 6' WIDE 0 NARROW END <br />STAIR <br />v <br />SECTION DETAILS <br />HAS FLOOR LOAD ONLY, DO NOT <br />INSTALL CONNECTORS. <br />MIN. 11' WIDTH a 12' FROM NARROW END <br />SCALE: 3/4'=I'-0' <br />34' MIN. HANDRAIL HGT. <br />A R 6 N I T E C T 111 <br />6 <br />Gwgn <br />rousITTB. <br />41 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774.6078 <br />FAIL 407-7744078 <br />www.abdesigngroup.com <br />AA N: 0003325 . A <br />W <br />V <br />2 <br />yO <br />4 <br />V <br />O <br />F <br />O <br />ERJDDIV. a MEN <br />SILVERADO <br />LOT #14 <br />BLK. #6 <br />PROJmCT# <br />04128.000-01461 <br />A[ODzz <br />4ENB <br />"1751- NEUVILLE" <br />GARAGE awWO: <br />RIGHT <br />PAGE: <br />MISC. <br />DETAILS <br />50 MPH EXP. B <br />F ARCHn'IECT-- <br />ADrr <br />DATAk 11/7/17 <br />EICALM: 1/4"=1'-0" <br />Elgin" <br />D 5 <br />