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2. RIDGE ONE SIZE LARGER <br />THAN RAFTER SIZE <br />MINL NAILS <br />PRECAST HEADER(MIN) <br />A <br />MIN. f4310d GUN NAI)12d <br />LS <br />2 X 4 (MM 2 X 3)1-3/16 TAPCON <br />DBL. TOP PLATE <br />1.6 COLLAR TIE AT EVERY OTHER <br />OR DRIVE FIN (MIN SHANK SIZEJ45 <br />SECURE 2 X RIP TO FIT <br />RAFTER W/ <br />MIN HEAD SIZE 300 <br />DBL. TOP PLATE <br />W/2-12d9 6'-& OG MAX. <br />MIN (3) 12d NAILS OR <br />MIN EMBEDMENT 1 I/4'J <br />2X4 Ui' OG MAX <br />T/8' TEXTURED FINISH <br />MIN. (4) 10d GUN NAILS J <br />S' FROM EACH END MID IB' j` <br />1/16' OM SHEATHING <br />OC. MAX MM I-1f4' EMBEDMENT <br />2 X 4 16' O.C. MAX <br />2. RAFTERS <br />2 X 6 MIN 2 X 312.3/Ib TAPCON �i <br />(WHEN OVER Ui' M HIEGHTJ <br />OR DRIVE PM (MIN SHANK SIZEJN �" <br />MM HEAD SIZE 300 <br />SECURE 2X4 W/ 2-*W <br />2 X 4 (WHEN OVER 16' M WIEGHT.) <br />NS NAILER SECURE TO15ELOWEUV <br />MIN EMBEDMENT I I/4'1 <br />TAPCON5 OR DRIVE PM <br />(MIN. SHANK SIZE MIN. <br />V4' TEMPERED MASONITE <br />EACH <br />e' FROM EACH END AND IS <br />.H5 <br />HEAD SIZE M MIN <br />GLUE 4 NAIL W/Sd'S S'-12' OG <br />(3) 10d GUN NAILS EA. TRUSS <br />OC. MAX MIN EMBEDMENT <br />EM WDMENT I Y•' W/M S' <br />IF NEEDED. <br />2 X 8 (MN 2 X 3J 2.3A6 TAF'GON <br />E0. END NOT <br />BT PLA <br />2 X SOLID 6LK'G ARCH <br />OR DRIVE PM (MIN SHANG 9IZEJ45 <br />MIN HEAD SIZE 300 2X4 SOLID BLOCCMG <br />10' Or. MAX <br />SECURE UO-I d EACH END <br />RAFTER TO TRUSS MTS-12 <br />CREATE VOID FOR STRAP <br />MN EMBEDMENT 11/4'1 SECURE TO SHEATHING W/ <br />ATTACHMENT PER <br />PENETRATION <br />MIN. 242d PER BLK EA END <br />0' FROM EACH END AND IS' <br />MANUFACTURER'S SPECS. <br />ROOF DECKING OVER <br />OC. MAX MIN 1-1/4- EMBEDMENT 1/I6' OSB SHEATHING <br />MTL WDW FRAME <br />PRE -ENS TRUSSES <br />CMU WALL <br />2X4 SOLID <br />1/2' PLTWIOOD <br />OR 1/16' 098. <br />BLOCKING SECURE <br />TO SHEATHING WITH <br />NOTE; NO GAP • WDW FRAME <br />TO EXCEED V4' <br />PRE -ENS. TRUSS <br />ARCHWAY DETAIL <br />MIK2-ndPER BLLK EXTERIOR ARCHWAY <br />ARCHWAY DETAIL <br />�1CONV. FRAMED ROOF <br />16" AND UNDER <br />WITH WINDOW <br />%n� CUTAWAY <br />ATE CONNECTION <br />MSTA-24 RAFTER TO EILK'G scALe: �'•'' ®' <br />1 SCALE: I/1'•I'-0' <br />A- SCALE: 1/2'.I'-0' <br />t1 SCALE: I/2'•1'-0' <br />BETWEEN TRUSSES <br />DBL. TOP PLATE <br />2X4 16' OO. MAX <br />SECURE 2X4 TO <br />WOOD W/2-12d • 6'-8- <br />Or, STAGGERED <br />PIN (MIN. SHANK SIZE <br />U45 MIK HEAD SIZE <br />300 MR <br />EMBEDMENT ' ED or o ARCHWAY <br />EXCEED IS' Or, <br />MAX <br />2X4 SOLID 0T. PLATE <br />BLOCKING SECURE 1/2' PLYWOOD. <br />TO SHEATHING WTW OR 1/16' OSB. <br />MIK 2-I2d PER BLK <br />EA. END <br />3 EXTERIOR ARCHWAY <br />SCALE: I/2'•1'-0' <br />lU O.SB. OR �' PLYWOOD SHEATHMG <br />•30 BLDG. FELT <br />O3 24' WIDE 26 GA GALVANIZED METAL <br />FLASHING <br />MUST ADD DIS10, 36' WIDE AND <br />AND MUST BE A MIN 24' WIDE METAL. <br />® FIBERGLASS SHINGLES <br />TRUSS <br />1/2' CLG. BOARD - TENT. <br />SIMP9CN 14 <br />2X4 DBL. TOP PLATE <br />EVERY <br />—1/2' DRYWALL <br />OTHER STUD <br />2X4 WOOD STUDS -16, O.C. <br />UN.O. ON TRUSS PLAN <br />2X4 CONT. STRESS <br />BLOCKING MID -WALL <br />-2X4 PT. PLATE <br />SIMPSON SP4 a <br />32' O.C. MAX <br />1/2'XS' AB. 32' D.C.-1' EMBEDMENT <br />�2 5's COAT. <br />1-STORY <br />INT. BEARING WALL <br />6 SCALE: I/2'•I'-0I/2'.I'-0' <br />NOTE. FOR WALLS W/NO UPLIFT OR <br />HAS FLOOR LOAD ONLY, DO NOT <br />INSTALL CONNECTORS, <br />PRECAST HEADER(MIN) <br />2 X 4 (MM 2 X 3) 1-3/16 TAPCON <br />OR DRVE PM (MN SWANK SIZEJ45 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />8' FROM EACH END AND B' <br />O.C. MAX. MIN1-1/4' EMBEDMENT <br />2 X 6 (MIN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PIN (MIN SHANK SIZE.145 <br />MN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />S' FROM EACH END AND IS' <br />OG. MAX. MIN I-V4' EMBEDMENT <br />2 X S MN 2 X 31 2.3/16 TAPOON <br />OR DRIVE PIN (MN SHANK SIZE.145 <br />MN HEAD SIZE 300 <br />1/16' OSB SHEATNING— <br />MIN EMBEDMENT I V4') <br />2X4 I6' OC. MAX <br />S' FROM EACH END AND 18' <br />(WHEN OVER 16- IN HEIGHT.) <br />O.C. MAX. MIN I-1/4' EMBEDMENT <br />2X4 SOLID BLOCKING — <br />SECIRE TO SHEATHING W/ <br />MIN. 2-I2d PER BLK EA END <br />ARCHWAY DETAIL <br />16 AND UP <br />`T SCALE: I/2'•I'-0' <br />/r1CLOSED VALLEY FLASHING DETAIL <br />SIMPSON <br />SP4 s <br />EVERY <br />OTHER <br />STUD <br />DOUBLE TOP PLATE <br />2x4 CONTINOUS STRESE <br />BLOCKING MID WALL <br />2x4 STUDS • 16' CO. MAX, <br />U ON. <br />J' T 4 G SUBFLOOR GLUED <br />AND SCREUED AS PER <br />FASTENER SCHEDULE <br />1ST FLOOR STUDS TO <br />2ND FLOOR STUDS <br />SIMPSON META-36 • 32' <br />O.C. MAX <br />PRE-ENG FLOOR TRUSS <br />DOUBLE TOP PLATE <br />2x4 CONTINOUS STRESS <br />BLOCKING MID WALL <br />2x4 STUDS s 16' CO. MAX, <br />WON. <br />1/2' GYP. WL. BD. <br />SECURE BT. PLATE TO SLAB <br />W/ JJ'x9' ANCHOR BOLT W/ 2' <br />WASHER SET IN S" SON <br />HIGH STRENGTH EPDXY 1' <br />EMBED. MIN. <br />SIMPSON SP4 a 32' Or. MAX <br />�ry11NT. 2-STORY LB.W. <br />SCALE: 1/2'•I'-0' <br />F'IGM-ENG TRUSSES OR <br />CCNV. FRAMED RAFTERS <br />j' OSB. SHEATHING OR;' <br />CDX PLYWOOD SECURED <br />PER FASTENER SCHEDULE <br />2.4 BLOCKING UNDER <br />WALL STUDS SGURE <br />BETWEEN TRUSS BAYS W) <br />(3) 12d'n EACH END <br />2. DOUBLE TOP PLATE <br />STUDS • I6' O.C. <br />MTS-12 • EVER STUD <br />2X4 ST. PLATE <br />DORMER <br />8 ATTACHMENT <br />SCALE: I/2' • I'-0' <br />2 X 4 (MIN 2 X 3) 1-3/16 TAPCON <br />OR DRVE PIN MIN SHANK SIZE.145 <br />MIN HEAD SIZE 300 <br />MM EMBEOMENT 1 1/411 <br />S' FRCM EACH END AND 18' <br />EXISTING MK ABV. <br />Or. MAX. MIN 1-1/4- EMBEDMENT <br />1/4' TEXTURED FINISH <br />2 X 6 (MIN 2 X 3) 2-3/16 TAPCON <br />1/8' TEXTUIWD FINISH <br />OR DRIVE PIN MIN 814AW SIZE.145 <br />MIN HEAD SIZE 300 <br />1/I6- OSB SHEATHING <br />MIN EMBEDMENT 11/49 <br />S' RROM EACH END AND IS' <br />2 X 4 16' O.C. MAX. <br />(WHEN OVER I6' IN HEIGHT.) <br />O.C. MAX MIN I-I/4' EMBEDMENT <br />2 X 4 (WHEN OVER 16' <br />2 X S (MN 2 X 3) 2-3A& TAPCON <br />16, IN HEIGHT) <br />OR DRIVE PIN (MN SHAW SIZEJ45 <br />MIN HEAD 912E 300 <br />MIN EMBEDMENT <br />2 X SOLID BLK 'G • ARCH <br />SEGUE W/2 I2d EACH END <br />8' FROM EACH END AND B <br />ATTAC44 ENT PER <br />O.C. MAX. MIN I-I/4' EMBEDMENT <br />MAMFACTURER'9 SPECS. <br />MTL WDW FRAME <br />1/4' TEMPERED MASONITE <br />'NOTE: NO GAP • WDW FRAME <br />GLUE A NAIL W/8d'S S'-12' OO. <br />TO EXCEED 1/4' <br />IF NEEDED. <br />ARCHWAY DETAIL <br />B CUTAWAY <br />SCALE+ IQ'.I'-0' <br />ASPHALT SHINGLES OVER <br />W FELT ON 1/16' OBB. <br />PRE -ENS GABLE TRUSS <br />SPF STIFFBACK <br />(SEE SEALD ENS. PACK FOR <br />SIZE 1 CONNECTION) <br />2x4 5" BLOCKING BETWEEN TRUSSES <br />WHERE 'X' BRACMG IS PRESENT <br />CONT. 2,4 SPF RAT RN ' <br />SECURED W/ (2) 12d'a • EACH <br />TRUSS <br />(2) 2.4 -1 S.YP. DIAGONAL BRACE W/ (3) <br />12d'4 • EACH TRUSS (DIAGONAL <br />X-BRACING TO COVER S-TRUSSES <br />g' GYPSUM BOARD OR I' <br />HIGH STRENGTH CLG. <br />NOTE: BOAS <br />DIAGONAL BRACE s CENTER OF TRUSS SPAN OR HIGHEST RIDGE. <br />DIAGONAL BRACE TO BE • ANY SPAN B'-0' OR GRATER REFER TO <br />TRUSS ENG. FOR ADDITIONAL WORZONTAL TRUSS REINFORCEMENT. <br />0-0' TO 30'-C' (1) X-BRACE <br />30'-1' TO 60'•0' (3J X-BRACE (I) X-BRACE • CENTER AND (2) <br />BRACE DIVIDED E(2ALY FROM CENTER TO END <br />9 GABLE X-BRACING <br />SCALE: IR'•I'-0' <br />0'-0' TO 30'-0' (U 'X' BRACE <br />30'-I' TO 60'-0' (3)'X' BRACE <br />(1 'X' BRACE • CENTER) <br />(2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) <br />FIBERGLASS SHINGLES OVER <br />�30 FELT CN 1/16' 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 WHERE 'X' BT <br />IS PRESENT <br />(2) 10d NAILS EA END <br />TO TRUSS <br />SPF STIFFBACK <br />(SEE SEALD ENG. PACK FOR <br />SIZE U CONNECTION) <br />1/16' OSB SHEATWI — <br />USE Ed NAILS AT <br />4' oz. EDGE ♦ W o FIELD <br />2X4 W/ 3/8' X G 5 LA•32' CO. <br />OR SIMPSON MSTA-24 a 32' O.C. <br />SHEATHING NAILING TO BE I <br />Or. IN FIELD <br />4' OGAALL EDGES W/8d NAILS <br />TRUSS 24' o <br />112' CLG. BOARD <br />NAIL CONT. RAT RUN TO <br />TRUSS W/ (2) I2d • EA. TRUSS <br />2X4 SYP RAT ADJACENT <br />TO DIAGONAL BRACE. <br />DBL TOP PLATE <br />2X4 STUD 16' D.C. MAX. <br />112-STORY GABLE END CROSS BRACING <br />SCALE: 1/2'.1'-0' <br />• 1115 UPLIFT <br />SIMP50M HTSM20 <br />WAV 10d TO TRUSS <br />AND (4) 1/4' x 2 1/4- <br />TAPCONSTO CCNT <br />POURED LINTEL <br />• 2350 UPLIFT <br />(2)SIMP50M HTSM20 <br />INSTALLED ON OPPOSITE <br />FACES OF BLOCK WALL <br />W/10 IOd TO TRUSS <br />AND (4) 1/4' x 2 1/4' <br />TAPCONS TO CONT <br />POURED LINTEL <br />PRE-ENG TRUSS <br />TAP CONS <br />MIK 2' COVER <br />2' APART <br />TRUSS ANCHOR RETROFIT <br />N.TS. <br />12" Z <br />FINISH e LANDING -- E <br />3/4' PLYWOOD FF. <br />z <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 THRU <br />FINISH isLANDING PLYWOOD INTO <br />3/4' PLYWOOD FF. I EACH STRINGER <br />3-2x12 SYP STRINGER I DBL 2XI2 <br />REINFORCED W/2X4 SpFOR <br />W/CONT. BEAD OF FLOOR JOIST <br />SUB -FLOOR ADHESIVE <br />PL-400 OR SIMILAR a <br />EA HORIZONTAL RUN <br />SECURE TREADS TO STRINGER <br />W/(31'8 3' SCREWS o 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 />3/16' MAX. VARIATION IN RISERS/TREADS <br />ADJACENT TO EACH OTHER <br />3/8' MAX. VARIATION IN ANY RISER/TREAD <br />HANDRAIL CIRCULAR GROSS SECTION DIA, <br />TO BE 1 3/4' .-1/4' OR PROVIDE EQUIVALENT <br />GRASPAB I L I TY <br />WINDERS- MIN. 6' WIDE 6 NARROW END <br />MIN. 11' WIDTH a 12' FROM NARROW END <br />34' MIN. HANDRAIL HGT. <br />LESS THAN 4' TYP, <br />2XI2 TREAD ETWEEN SPINDLES <br />CUT TO FIT <br />IX8 RISER <br />10^ ZI HAND RAIL <br />uW <br />V 1/2, DRYWALL <br />* IXIO TRIM <br />I- NOSING TYP. <br />(3) 10d CUT NAILS <br />® 2X4 P.T.Q <br />SLEEPER INTO r E <br />SLAB <br />3 STAIR SECTION DETAILS <br />SCALE: 3/4' = I' -0' <br />A R C If I T E C T S <br />6 <br />Design <br />Grou �a�. <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAK 407-7744078 <br />www.abdesigngroup.com <br />AA N: 0003325 <br />F <br />V <br />W <br />O <br />4 <br />Kai <br />y <br />O <br />F <br />O <br />V <br />E ulwlV. a LOT. <br />SILVERADO <br />LOT #24 <br />BLK #1 <br />PROJECT# <br />04128.000-24001 <br />MODEL& <br />4EHB <br />"2605- HAYDEN" <br />GARAGE S'WMG: <br />RIGHT <br />PAGE: <br />MISC. <br />DETAILS <br />150 MPH EXP. B <br />ARCHRECT: <br />STATE OF FLORDA <br />D � 11/2/16 <br />SCALE 1/4"=1'-0" <br />8I3EET <br />L)5 <br />