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PRECAST HEADER(MIN) <br />2 X 4 (MIN 2 X 3) 1-3/16 TAPCON <br />OR DRIVE PM MIN SHANK SIZEJ45 <br />MM HEAD SIZE IWO <br />MIN EMBEDMENT 1 1/4') <br />8' FROM EACH END AND 18' Q' <br />OC. MAX MIN 1-1/4' EMBEDMENT <br />2 X 6 MIN 2 X 3) 2-3n6 TAPCON mT <br />OR DRIVE PIN (MIN S4AMK SIM.145 <br />MIN MEAD SIZE 30 1 <br />MM EMBEDMENT 1 1/4') <br />e' F%)M EACH END AND W' <br />O.C. MAX MN I-V4' EM®EDMNY <br />2 X 8 MIN 2 X 3) 2-3/16 TAFOON <br />OR DRIVE PM (MIN SHNJG S12E145 <br />MIN HEAD SIZE 300 <br />X4 SOLID BLOCKINGMIN <br />EMBEDMENTSEI_FROM <br />EACH END AND B/,2 <br />IN. 2-I2d PER BLK EA. END <br />OC. MAX. MIN 1-1/4' EMBEDMENT <br />1/16' 08B SHEATHING <br />O'AU WALL <br />ARCHWAY DETAIL <br />DBL. TOP PLATE <br />2X4 16' OC. MAX. <br />SECURE 2X4 TO <br />WOOD W2-12d • 6'-8- <br />OC.STAGGERM <br />PIN (MIN. SHANK 612E <br />J45 MIN. HEAD SIZE <br />300 MIN <br />EMS END INOT TOY04RCHWAYEXCEED <br />E'OC. <br />MAX2X4 SOLIDDT. <br />PLATEBLOCKING <br />SECUREI2'PLYWOODTOSHEATHING <br />WRENOR <br />l/16' OSB. <br />MIN_2-I2d PER ELK <br />EA END <br />EXTERIOR ARCHWAY <br />`-/ SCALE: 12'•I'-0' <br />lO. lfy OSB. OR f(2' PLYWOOD SHEATHING <br />Q 50 OLD.. FELT <br />0 24' uRDE 26 GA GALVANIZED METAL <br />FLASHING <br />MUST ADD DI510, 36' WIDE AND <br />AND MUST BE A MIN 24- WIDE METAL. <br />O FIBERGLASS SHINGLES <br />TRUSS <br />SIMPSON <br />1/2' CLG. BOARD t TEN. <br />SP4 <br />BIMPSOW SP4 <br />2X4 DM.TOP PLATE <br />EVERY <br />• EVERY <br />12' DRYWALL <br />OTHER <br />OTHER STUD <br />2X4 WOOD STUDS -16' O.C., <br />STUD <br />UN.O. ON TRESS PLAN <br />2X4 CONT. STRESS <br />BLOCKING MID -WALL <br />2X4 PT. PLATE <br />51MPSON S114 <br />32' OC. MAX <br />12'XS' AB. 32' Or <br />1' EMBEDMENT <br />CONG. SLAB <br />2 S'. CONT. <br />1-STORY <br />6 INT. BEARING WALL <br />SCALE: 12'•I'-0' <br />NOTE: FOR WALLS WINO UPLIFT OR <br />HAS FLOOR LOAD ONLY, DO NOT <br />INSTALL CONNECTORS. <br />DBL. TOP PLATE <br />2X4 16' OC. MAX <br />SECURE 2X4 W/ 2-%' <br />TAPCOIJS OR DRIVE PP. <br />MIN SHAW 912E J45 MIN <br />HEAD SIZE 300 MIN. <br />EMBEDMENT I )'W/IN 8' <br />EA. END NOT TO EXCEED <br />v O.G. MAX <br />2X4 60U.IC <br />BLOCKING SECUR <br />TO SHEATHING WITH <br />MIN. 2-12d PER BLK <br />EA END <br />EXTERIOR ARCHWAY <br />PRECAST HEADEWMIN) <br />2 X 4 (MIN 2 X 3) 1-3/16 TAPCON <br />OR DRIVE PIN MIN SHANK 84ZEJ45 <br />MN HEAD SIZE -100 <br />MIN EMBEDMENT 1 1/4') <br />8' FROM EACH END AND IS' <br />OC. MAX. MM 1-1/4' EMBEDMENT <br />2 X 8 (MIN 2 X 3) 2-3A6 TAPCGN <br />OR DRIVE PIN (MIN SHANK BIZEJ45 <br />MIN HEAD 813E 300 <br />MIN EMBEDMENT 1 1/4') <br />8' FROM EACH END AND IS' <br />OC. MAX. MIN I-1/4' EMBEDMENT <br />2 X 8 (MIN 2 X 3) 2.3A6 TAPCCN <br />OR DRIVE PM MIN SHAW BIZE.HS <br />MIN HEAD SIZE 300 <br />1/16' OSE SHEATHING <br />MIN EMBEDMENT 1 1/4') <br />2X4 16' O.C. MAX <br />8' FROM EACH END AND It' <br />WHEN OVER 1 a- IN HEIGHT.) <br />O.C. MAX. MIN 1-1/4' EMBEDMENT <br />2X4 SOLID BLOCKJW — <br />SECURE TO SHEATHING W/ <br />MIN 2-I2d PER BLK EA END <br />nARCHWAY DETAIL <br />16 AND UP <br />SCALE: 12'=I'-0' <br />5 CLOSED VALLEY FLASHING DETAIL <br />NTS. <br />DOUBLE TOP PLATE <br />2.4 CONTINOUS STRESS <br />BLOCKING MID WALL <br />2.4 STUDS r 16- OC. MAX, <br />UON. <br />J' T t G SUBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />1ST FLOOR STUDS TO <br />2ND FLOOR STUDS <br />SIMPSCN M6TA-36 • 32- <br />O.C. MAX <br />`-PR-ENG FLOOR TRUSS <br />DOUBLE TOP PLATE <br />2.4 CONTINOUS STRE5S <br />BLOCKING MID WALL <br />2.4 STUDS • ib' OC. MAX, <br />UON. <br />12' GYP. UL. BD. <br />SECURE BT. PLATE TO SLAB <br />W/ 1'xS' ANCHOR BOLT W/ 2' <br />WASHER SET IN SIMPSON <br />HIGH STRENGTH EPDXY 1' <br />EMBED. MIN. <br />SIMF-SON SP4 s 32' OC. MAX <br />t/� INT. 2-STORY L B. W. <br />SCALE: IZ'• I'-0' <br />PIW-ENG TRUSSES OR <br />GONV. FRAMED RAFTERS <br />I}' OSB. SHEATHING OR I' <br />CDX PLYWOOD SECURED <br />PER FASTENER SCHEDULE <br />2x4 BLOCKING UNDER <br />WALL STUDS SCUR <br />BETWEEN TRUSS BAYS W/ <br />(3) 12d'n EACH END <br />2. DOUBLE TOP PLATE <br />STUDS s 16, OC. <br />MTS-12 • EVER STUD <br />2X4 BT. PLATE <br />DORMER <br />8 ATTACHMENT <br />SCALE: 12'•1'-0' <br />DEL. TOP PLATE <br />SECURE 2 X RIP TO FIT <br />W2-12dS 6'-8' D.C. MAX. <br />1/8' TEXTURED FINISH <br />1 I ' OM SHEATHING <br />2 X 4 16' OC. MAX <br />(WEN OVER 16' IN HIEGHTJ <br />2 X 4 (WHEN OVER 16- IN HIEGHTJ <br />1/4'TEMPERED MASONITE <br />GLUE 4 NAIL W/ed'S &-IY OC. <br />IF NEEDED. <br />2 X SOLID BLK Y= • ARCH <br />SECURE 02-12d EACH END <br />ATTACHMENT PER <br />MAMFAC7IRER8 SPECS. <br />MTL WOW FRAME <br />'NOTE: NO GAP LLDW FRAME <br />TO EXCEED 1/4' <br />ARCHWAY DETAIL <br />n CUTAWAY <br />2 X 4 (MIN 2 X 3) 1-3/16 TAPCON <br />OR DRIVE PIN MIN SHANK SI2EJ45 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />e' FROM EACH END AND 10' <br />EXISTING ELK AEV. <br />OC. MAX. MIN 1-1/4' EMBEDMENT <br />1/4' TEXTURED FINISH <br />2 X 6 (MIN 2 X 3) 2-3/16 TAP^ -ON <br />1/6, TEXTUFWD FINISH <br />OR DRIVE PIN (MIN SHANK SIZE.WS <br />MIN HEAD SIZE 300 <br />1/I6' OSB SHEATHING <br />MIN EMBEDMENT 1 1/4.1 <br />2 4 I6. OC. MAX <br />8' FROM EACH END AND IS' <br />H OVER IN HEIGHT.) <br />OC. MAX. MIN 1-1/4' EMBEDMENT <br />X 4 V <br />2 4 (WHEN OVER W' <br />2 X <br />2 X 8 (MIN 2 X 3) 2-3/16 TAPCCN <br />16, M HEKx14TJ <br />OR DRIVE PIN (MIN SHAM, SIZE W5 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />2 X SOLD %K'G ARCH <br />°SEA W1242d EACH END <br />8' FROM EACH END AND 18' <br />ATTACI TENT PER <br />OC. MAX. MIN 1-1/4' EMBEDMENT <br />MANUFACTURER'S -' -C'S. <br />MTL low FRAME <br />1/4' TEMPERED MASONITE <br />'NOTE: NO GAP • WDW FRAM <br />GLUE 4 NAIL W/8d'S 8'-12' OC. <br />TO EXCEED 1/4, <br />F NEEDED. <br />ARCHWAY DETAIL <br />B CUTAWAY <br />SCALE: 12'•I'-0' <br />ASPHALT SHINGLES OVER <br />W FELT ON 1/I6' OSB. <br />PRE-ENG GABLE TRESS <br />SIFF STIFFBACK <br />(SEE SEALD ENS. PACK FOR <br />SIZE t CONNECTICN) <br />2x4 SFF BLOCKING BETWEEN TRUSSES <br />WHERE 'X' BRACW. IS PRESENT <br />�— CONT. 2x4 SFF RAT RUN ' <br />SECURED W/ (2) I2d'= • EACH <br />TRUSS <br />(2) 2x4 -1 S.YP. DIAGONAL BRACE W/ (3) <br />12d'4 s EACH TRESS (DIAGONAL <br />X-BRACING TO COVER 5-TRESSES <br />J' GYPSUM BOARD OR <br />HIGH STRENGTH CLG. <br />NOTE: BOARD <br />DIAGONAL BRACE • CENTER OF TRUSS SPAN OR HIGHEST RIDGE. <br />DIAGONAL BRACE TO BE s ANY SPAN B'-0' OR GRATER REFER TO <br />TRUSS ENS. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. <br />0-0' TO 30--0' (1)X-BRACE <br />30'-1' TO 60'-0' (3) X-BRACE (I) X-BRACE • CENTER AND M <br />BRACE DIVIDED EQUALY FROM CENTER TO END <br />() GABLE X-BRACING <br />SCALE: ' <br />2x RIDGE ONE SIZE LARGER <br />THAN RAFTER SIZE <br />MIN. (3) 12d NAILS OR <br />MIN. (4) 1" GUN NAILS <br />Ixb COLLAR TIE AT EVERY OTHER <br />RAFTER W/ <br />MIN. (3) 12d NAILS OR <br />MIN. (4) 10d GUN NAILS <br />IxS NAILER SECURE TO TRUSSES <br />BELOW W/ <br />(2) 12d NAILS OR <br />(3) 10d GUN NAILS • EA TRUSS <br />RAFTER TO TRUSS MTS-12 <br />CRATE VOID FOR STRAP <br />PENETRATION <br />ROOF DECKING OVER <br />PRE-ENG TRUSSES <br />PR -ENS. TRUSS <br />10 CONV. FRAMED ROOF <br />9GALE: I2'•I'-0' <br />BETWEEN <br />0'-O' TO 30'-0' (U'X' BRACE <br />30'-1' 70 60'-0' (3) 'X' BRACE <br />0 'X' BRACE • CENTER) <br />(2 'X. BRACE DIVIDED ECUALY FROM CENTER TO END) <br />FIBERSLA55 SHINGLES OVER <br />W FELT ON 1/IG' OSB. <br />(2) 2X4 -2 SYP DIAGONAIL BRACE <br />W/ 3-12d s EA TRUSS ( DIAGONAIL BRACE <br />TO COVER 5-TRUSSES <br />2X4 BLOCKING W-ERE 'X' BF <br />IS PRESENT <br />(2)10d NAILS EA END <br />TO TRUSS <br />5" STIFFBACK <br />(SEE SEALD ENG. PACK FOR <br />SIZE t CONNECTION) <br />-1/16' 08B SHEATHING — <br />USE 8d NAILS AT <br />4' o EDGE t 6' o- FIELD <br />2X4 W/ 3/8' X 5 LAG a32' O.C.' <br />OR SIMPSON MSTA-24 a 32' OC. <br />SHEATHING NAILING TO BE <br />6'-8' D.C. IN FIELD <br />4' OCAALL EDGES W/ed NAILS <br />TRESS 24'... <br />1/2' CLG. BOARD <br />NAIL CONT. RAT RUN TO <br />TRESS W/ (2) I2d a EA. TRUSS <br />2X4 SYP RAT ADJACENT TO DIAGONAL BRACE. <br />DBL TOP PLATE <br />2X4 STUD 16' O.C. MAX <br />112-STORY GABLE END CROSS BRACING <br />SCALE: I2' • I'-0' <br />• 1115 UPLIFT <br />51t' B 14TSM120 <br />WAC 10d TO TRUSS <br />AND (4) 1/4x 2 1/4. <br />TAPCONS TO CONT <br />POURED LINTEL <br />• 2350 UPLIFT <br />(2) 5IMP50M HTSMI20 <br />INSTALLED ON OPPOSITE <br />FACES OF BLOCK WALL <br />WAV 10d TO TRESS <br />AND (4) 1/4' x 2 1/4, <br />PRE-ENG TRSS <br />CONTINUOUS <br />BOND BEAM <br />TAP COMB <br />2' COVER <br />2' <br />2' APART <br />�o1TRUSS ANCHOR RETROFIT <br />12" Z <br />FINISH s LANDING <br />3/4' PLYWOOD F.F. - <br />DBL 2X6 - <br />I <br />36" MIN. FINISH <br />1 3/4' PLYWOOD WITH <br />LANDING DETAIL 4 12-D COMMONS WINDER DETAIL <br />NAILED RIN 3/� <br />FINISH ®LANDING PLYWOOD INTO <br />3/4' PLYWOOD FF. I EACH STRINGER <br />3-2x12 SYP STRINGER I DBL 2XI2 <br />REINFORCED W/2X4 SFFOR <br />W/CONT. BEAD OF FLOOR JOIST <br />SUB -FLOOR ADHESIVE <br />PL-400 OR SIMILAR o <br />EA HORIZONTAL RUN <br />SECURE TREADS TO STRINGER <br />W/(B) S 3' SCREWS m EA <br />STRINGER, UNTHREADED SHANK <br />TO EXTEND BEYOND THICKNESS <br />OF SUB -FLOOR SHEATHING <br />NOTE: <br />STAIRS RISERS TO CONFORM <br />TO FBCR 5TH EDITION (2014) <br />MIN. TREAD 10', MAX. RISER -1-3/4' <br />3/1!o' MAX. VARIATION IN RISERS/TREADS <br />ADJACENT TO EACH OTHER <br />3/8' MAX. VARIATION IN ANY RISER/TREAD <br />HANDRAIL CIRCULAR CROSS SECTION DIA. <br />TO BE 1 3/4' H-1/4' OR PROVIDE EQUIVALENT <br />GRASPABI L I TY <br />WINDERS- MIN. &' WIDE o NARROW END <br />MIN. II' WIDTH s 12' FROM NARROW END <br />34' MIN. HANDRAIL HGT. <br />LESS THAN 4' TYP. <br />2XI2 TREAD ETWEEN SPINDLES <br />CUT TO FIT <br />IXS RISER <br />10, <br />HAND RAIL <br />I E <br />uN <br />u" 1/2' DRYWALL <br />IXIO TRIM <br />I' NOSING TYP. <br />(3) 10d CUT NAILS <br />® 2X4 P.T. Q SLEEPER INTO r <br />SLAB 11 <br />STAIR SECTION DETAILS <br />v SCALE: 3/4'=1'-0' <br />A R C R 1 T E C T 8 <br />6 <br />DesOF! <br />Grou <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA S: 0003325 <br />F <br />W <br />h <br />W <br />O <br />G <br />W <br />O <br />4 <br />W <br />O <br />F <br />C <br />ti <br />o <br />U <br />e <br />avHaiv ae LOT <br />SILVERADO <br />LOT #16 <br />BLK #1 <br />PROJECT* <br />04128.000-16001 <br />a�oaE a <br />4EGB <br />"GALEN" <br />GARAGE SwWG: <br />RIGHT <br />PAGE: <br />MISC. <br />DETAILS <br />150 MPH EXP. B <br />ARCHITECT <br />STATE OF FLORIDA <br />V I <br />J A11/07/16 <br />SCALE: 1 /4"=1'— 0" <br />8m <br />D 5 <br />