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PRECAST HEADERMIN) <br />2 X 4 (MIN 2 X 3) 1-3/16 TAPCON <br />OR DRIVE PM MIN 9NANK 91ZE145 <br />MN HEAD 612E 300 <br />MIN EMBEDMENT I 1/4') <br />8' FROM EACH END AND 18'" <br />- <br />— <br />OZ. MAX MIN 1-1/4' EMBEDMENT w <br />2 X 6 (MN 2 X 3) 2-3/16 TAPCON s <br />OR DRIVE PN (MIN SHANK SIZE.145 w_ <br />— <br />MN HEAD SIZE -100 <br />MIN EMBEDI'ffNT 1 1/4') <br />8' PROM EACH END AND IB' <br />OL. MAX MIN 1-114' EMBEDMENT <br />_ <br />2 X 8 MIN 2 X 3) 2-3A6 iAPCON <br />OR DRIVE PIN (MN SHANK SIZEJ45 <br />MN HEAD SIZE 300 <br />2X4 SOLID BLOCKING <br />MIN EMBEDMENT 1 1/4'.) <br />SECURE TO SHEATHING W/ <br />e' FROM EACH ENS ANDB' <br />MIN. 2-12d PER BLK EA END <br />O.C. MAX. MIN I-114' EMBEDMENT <br />1/16' 0815 SHEATHING <br />CM WALL <br />ARCHWAY DETAIL <br />ri-IJ6" AND UNDER <br />1.1 SCALE: IR'•I'-0' <br />DEL. TOP PLATE <br />2X4 16' OL. MAX <br />SECURE 2X4 TO <br />D W/)-12d • 6'-A' <br />PIN MINR, SHANK SIZE - <br />J45 MIN. HEAD SIZE <br />300 MIN. <br />EMBEDMENT I Y' WM <br />e' EA. END NOT TO ARGI-IUTAY <br />EXCEED 16' OL. <br />MAX <br />2X4 SOLID BT. PLATE <br />BLOCKING SECURE IRE' PLYWOOD. <br />TO SHEATHING WITH OR 1/I6- OS15. <br />MN. 2.12d PER BLK <br />EA END <br />3 'XTERIOR ARCHWAY <br />SCALE: I/2'.I'_0• <br />tO. 1,W OSB. OR T PLYWOOD SHEATHNG <br />Q W SLOG. FELT <br />9O 24' WIDE 26 GA. GALVANIZED METAL <br />FLASHING <br />O MUST ADD DIS10, 36' WIDE AND <br />AND MUST BE A MIN 24' WIDE METAL. <br />® FIBERGLASS SHINGLES <br />FIRE -rA5TRUSS <br />1/2, CLG. BOARD 4 TENT. <br />SIMPSON SP4 <br />2X4 DBL. TOP PLATE <br />• EVERT <br />1/2' DRYWALL <br />OTHER STUD <br />2X4 WOOD STUDS -16' OL, <br />UN,O. ON TR.U58 PLAN <br />2X4 CONT. STRESS <br />BLOCKING MID -WALL <br />2x4 PT. PLATE <br />SIMPSON SPA a <br />1. OC. MAX <br />r <br />CONC. SLAB <br />2 9'a COOT. <br />1-STORY <br />INT. BEARING WALL <br />6 SCALE:I2'•I' <br />NOTE: FOR WALLS WIND <br />UPLIFT OR <br />HAS FLOOR LOAD ONLY. DO NOT <br />INSTALL CONNECTORS. <br />DEL. TOP PLATE <br />2X4 16' OC. MAX <br />SECURE 2X4 W/2-%' <br />TAPGONS OR DRIVE PIN <br />(MIN. SHANK SIZE .145 MIN. <br />HEAD SIZE -100 MIN <br />EMBEDMENT IV WAN 8' <br />EA. END NOT TO EXCEED <br />IBM OL. MAX <br />2X4 SOLID. <br />BLOCKING SECURE <br />TO SHEATHING WITH <br />MIN. 2-12d PER BLK <br />EA. END <br />WITH WINDOW <br />�- SCALE: I/t'•I'-0' <br />PRECAST HEADEWMIN) <br />2 X 4 (MIN 2 X 3) 1-3A6 TAPCCN <br />OR DRIVE PIN (MIN SHANK 61ZE.145 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/411 <br />8' FROM EACH END AND B• <br />OC.MAX MIN I.1/4' EMBEDMENT <br />2 X 6 (MIN 2 X 3) 2-3/18 TAPCON <br />OR DRIVE PIN (MIN SHANK SIZ EJ45 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />8' FROM EACH END AND 18' <br />OL. MAX MINI-1/4' EMBEDMENT <br />2 X 8 (MIN 2 X 3) 2-3/16 TAPGON <br />OR DRIVE PIN MIN SHAIK SIZE.I45 <br />MIN HEAD SIZE 300 <br />IA&' OSB SHEATHING <br />MIN EMBEDMENT 1 1/4') <br />2X4 I6. OL. MAX <br />e' FROM EACH END AND 18' <br />(WHEN OVER 16' IN HEIGHT.) <br />O.C. MAX. MN 1-1/4' EMBEDMENT <br />2X4 SOLID BLOCKING — <br />SECURE TO SHEATHIG W/ <br />MIN. 2-12d PER BLK EA END <br />ARCI-JWAY DETAIL <br />��16 AND UP <br />(4 <br />\D SCALE: V2'•I'-0' <br />5 CLOSED VALLEY FLASHING DETAIL <br />Krs. <br />DOUBLE TOP PLATE <br />2.4 CONTINOIS STRESS <br />BLOCKING MID WALL <br />2x4 STUDS • I6' O.C. MAX, <br />UG)N. <br />J' T 4 G SU15FLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER 801EDULE <br />1S7 FLOOR STUDS TO <br />2NO FLOOR STUDS <br />SIMPSON MSTA-36 ® 32' <br />O.C. MAX <br />PRE -ENS FLOOR TRUSS <br />DOUBLE TOP PLATE <br />2.4 CONTINOUS STRESS <br />BLOCKING MID WALL <br />2.4 STUDS • I6. O4, MAX, <br />UON. <br />1/2' GYP. WL, BD. <br />SECURE BIT. PLATE TO SLAP <br />W/ I'x5' ANCHOR BOLT W/ 2' <br />WASHER SET IN SIMPSON <br />HIGH STRENGTH EPDXY 1' <br />EMBED. MIK <br />SIMPSON SP4 • 32' OC. MA: <br />%;;-'\ INT. 2-STORY LB.W. <br />SCALE: I/U'•I'-0' <br />PR -ENO TRUSSES OR <br />CONY. FRAMED RAFTERS <br />a- OSB. SHEATHING OR I' <br />CDX PLYWOOD SECURED <br />PER FASTENER SCHEDULE <br />2.4 BLOCKING UNDER <br />WALL STUDS SCURE <br />BETWEEN TRUSS BAYS W/ <br />(3) 12d'a EACH END <br />2x DOUBLE TOP PLATE <br />STUDS • 16, OC. <br />MTS-12 a EVER STUD <br />2X4 BT. PLATE <br />DORMER <br />8 <br />ATTACHMENT <br />SCALE:1/U 1-0' <br />DBL. TOP PLATE <br />SECURE 2 X RIP TO FIT <br />W/2-12dS 6'-8- OC. MAX <br />1/8' TEXTURED FINISH <br />1/16' OSB SHEATHING <br />2 X416'OC MAX <br />(WHEN OVER 16' IN HIEGHTJ <br />2 X 4 (WHEN OVER IW IN HIEGHTJ <br />I/4' TEMPERED MASONITE <br />GLUE 1 NAIL W2d'S e'-12' or - <br />IF NEEDED. <br />2 X SOLID BLKYG • ARCH <br />SECURE W/2-12d EACH END <br />ATTACHMENT PER <br />MANUFACTURER'S SPECS. <br />MTL W[NW FRAME <br />440TE: NO GAP s WOW FRAME <br />TO EXCEED 1/4' <br />�1ARCHWAY DETAIL <br />CUTAWAY <br />ty SCALE: V2'•I'-0' <br />2 X 4 (MIN 2 X 3) I-3/16 TAPCON <br />OR DRIVE PIN MN SHANK SIZEJ45 <br />MIN 1EAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />R PROM EACH END AND 18' <br />EXISTING BLK ABV. <br />OC. MAX. MIN 1-1/4' EMBEDMENT <br />1/4' TEXTURED FINISH <br />2 X 6 (MIN 2 X 3) 2-3/16 TAPCON <br />1/e, TEMURED FINISH <br />OR DRIVE PIN MIN SHAY. 812E.145 <br />MN HEAD SIZE 300 <br />1/16' OSB SHEATHING <br />MIN EMBEDMENT 1 1/41) <br />8' FRJI' '1 EACH END AND 10' <br />2 X 4 IS' OC. MAX, <br />OZ.MAX. MIN I-114' L-TBEDMENT <br />(WHEN OVER 16' IN WEIGHT-) <br />2 X 4 (WHEN OVER 16' <br />2 X 6 (MIN 2 X 3) 2-3A6 TAPCCN <br />16' IN HEIGHTJ <br />OR DRIVE PIN (MIN SHANK SIZE.145 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 11/4') <br />2 X SOLID BLK 'G •ARCH <br />SECURE W/2-12d EACH END <br />8' FROM EACH END AND 10' <br />ATTACHMENT PER <br />OL. MAX. MIN 1-1/4' EMBEDMENT <br />MANUFACTURER'S SPECS. <br />MTL LLDW FRAME <br />1/4' TEMPERED MASONITE <br />-Na.: NO GAP • WOW FRAME <br />GLUE 4 NAIL W/Sd'S 8'-12' O.C. <br />TO EXCEED I/4' <br />IF NEEDED. <br />ARCHWAY DETAIL <br />B CUTAWAY <br />SCALE: IR'.1,_0• <br />ASPHALT SHINGLES OVER <br />W FELT ON 1/16' OSB. <br />PR-ENG GABLE TRUSS <br />SPF STIFFBACK <br />(SEE SEALO ENG. PACK FOR <br />SIZE 1 CONNECTION) <br />2x4 SPF BLOCKING BETWEEN TRUSSES <br />WHERE 'X' BRACING IS PRESENT <br />CONT. 2.4 SPF RAT RN <br />SECURED W/ l2) I"" • EACH <br />TRUSS <br />(2) 2.4 r2 S.Y.P. DIAGONAL BRACE W/ (3) <br />12d'c s EACH TRUSS (DIAGONAL <br />X-BRACNG TO COVER 5-TRUSSES <br />I' GYPSUM BOARD OR <br />HIGH STRENGTH COG. <br />NOTE: BOARD <br />DIAGONAL BRACE • CENTER OF TRUSS SPAN OR HIGHEST RIDGE. <br />DIAGONAL BRACE TO BE • ANY SPAT B'-0' OR GRATER REFER TO <br />TRUSS ENO. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. <br />0'-0' TO 30'-C' (DX -BRACE <br />30'-1' TO 60'-0' (3) X-BRAN ACE (1) X-BRACE • CENTER D (2) <br />BRACE DIVIDED EQUALY FROM CENTER TO END <br />GABLE X- BRACING <br />SCALE. IRE'•1'_0' <br />2. RIDGE CNE SIZE LARGER <br />THAN RAFTER SIZE <br />MIN. (3) 126 NAILS OR <br />MN. (4) 10d COIN NAILS <br />Ixb COLLAR TIE AT EVERY OTHER <br />RAFTER W/ <br />MIN. (3) 12d NAILS OR <br />MIN. (4)10d CAN NAILS <br />2x RAFTERS <br />INS NAILER SECURE TO TRUSSES <br />BELOW W/ <br />(2) 12d NAILS OR <br />(3) ed GUN NAILS • EA TRUSS <br />RAFTER TO TRUSS MTS-12 <br />CRATE VOID FOR STRAP <br />PENETRATION <br />ROOF DECKING OVER <br />PRE -ENO TRUSSES <br />PRE-ENIG. TRUSS <br />10 CONV. FRAMED ROOF <br />SCALE: 1/2--1--0- <br />0'-O' TO 30'-0' (U W BRACE <br />30'-I' TO 60'-0' (3)'XBRACE <br />(I ')<' BRACE • CENTER) <br />(2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) <br />FIBERGL456 SHINGLES OVER <br />+30 FELT ON 1/1W OSB. <br />(2) 2X4 -2 SYP DIAGONAIL BRACE — <br />W/ 3-12d • EA TF41W ( DIAGCNAIL BRACE <br />TO COVER 5-TRU55E5 <br />2X4 BLOCKING WERE 'X' BRACING <br />IS PRESENT <br />10d NAILS EA ENDTO <br />TO TRUSS <br />SPF STFFBACK <br />(SEE ENO. PACK OR <br />4 CONNECTION) <br />J <br />SIZE 1 CONNECTION) <br />1/16, OSB SHEATHING <br />USE 8d NAILS AT <br />4' Oc. EDGE 4 6' oc. FIELD <br />2X4 W/ 3/8' X 5 LAG �"' O - M <br />2 <br />OR SIMP50N MST 24 • 32' OL. MAX , <br />SHEATHING NAILING TO BE <br />6'-S' OC. IN FIELD <br />4' OCAALL EDGES W/8d NAILS <br />TRJSS 24' OZ. <br />IRE' CLC, BOARD <br />NAIL CONT. RAT RUN TO <br />TRUSS W/ (2)12d s EA. TRUSS <br />2X4 SYP RAT ADJACENT <br />TO DIAGONAL BRACE. <br />DBL TOP PLATE <br />2X4 STUD 16' OC. MAX. <br />A,2-STORYGABLE END CROSS BRACING <br />SCALE: I/2'•1'-0' <br />• 1115 UPLIFT <br />SIMP° 1 HTSM20 <br />WAD 10d TO TRUSS <br />AND (4) 1/4' x 2 1/4- <br />TAPCONSTO CONY <br />POURED LINTEL <br />+2350 UPLIFT <br />(2) SIMPSOM HTSM20 <br />INSTALLED ON OPPOSITE <br />FACES OF BLOCK WALL <br />Wn0 10d TO TRUSS <br />AND (4) 1/4' x 2 1/4' <br />12 T SS ANCH R RETROFIT <br />Kra. <br />12 7 <br />FINISH e LANDING i <br />3/4' PLYWOOD F.F. <br />z _ <br />DBL 2X6 S <br />----k -- - <br />1 <br />1 <br />36""'liN. <br />FINISH <br />3/4' PLYWOOD WITH <br />LANDING DETAIL 4 12-D COMMONS WINDER DETAIL <br />NAILED THRU 3/4' <br />FINISH 4a LANDING PLYWOOD INTO <br />EACH STRINGER <br />3/4' PLYWOOD FF- <br />LESS THAN 4' TYP. <br />3-2XI2 SYP STRINGER DBL 2XI2 2XI2 TREAD <br />ETWEEN SPINDLES <br />REINFORCED W/2X4 SPF�LOOR CUT TO FIT <br />JOIST <br />W/CONT. BEAD OF IXS RISER <br />SUE5-FLOOR ADHESIVE 0' <br />PL-400 OR SIMILAR e <br />iNHAND RAIL <br />EA HORIZONTAL RUN <br />f <br />SECURE TREADS TO STRINGER u <br />QI <br />W/(3)08 3' SCREWS 0 EA <br />4 <br />I� V <br />STRINGER, UNTHREADED SHANK <br />1/2' DRYWALL <br />TO EXTEND BEYOND THICKNESS <br />OF SUB -FLOOR SHEATHING <br />IXIO TRIM <br />NOTE: <br />V NOSING TYP. <br />STAIRS RISERS TO CONFORM <br />TO FBCR 5TH EDITION (2014) (3) 10d GUT NAILS <br />MIN. TREAD 10', MAX. RISER l-3/4' <br />3/16' MAX. VARIATION IN RISERS TREADS <br />_X <br />mQ <br />ADJACENT TO EACH OTHER SLEEPER INTO <br />SLAB <br />3/8' MAX. VARIATION IN ANY RISER/TREAD <br />HANDRAIL CIRCULAR CROSS SECTION DIA. <br />TO SE i 3/4' +-I/4' OR PROVIDE EQUIVALENT <br />GRASPABILITY 3 STAIR <br />SECTION DETAILS <br />WINDERS- MIN. 6' WIDE 6 NARROW END <br />MIN. 11' WIDTH ® 12' FROM NARROW END <br />34' MIN. HANDRAIL HGT. <br />Ir e r U r e e r a <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH:407-774-6078 <br />FAX- 407-7744078 <br />www.abdesfgngroup.c <br />AA #: 0003325 <br />F <br />y <br />0 <br />W <br />O <br />4 <br />CRi <br />A <br />F <br />O <br />aumxv. as LOT <br />SILVERADO <br />LOT #11 <br />BLK #1 <br />PROJECT# <br />04128.000-11001 <br />MODIM <br />4EHB <br />"2605-HAYDEN" <br />GARAGE 81WING: <br />LEFT <br />PAGE: <br />MISC. <br />DETAILS <br />V.150 MPH EXP. B <br />ARCHITECT <br />STATE OF FLORIDA <br />ml <br />n <br />