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PRECAST HEAOER(MN) <br />2 X 4 (MIN 2 X 3) I-3/16 TAPCON <br />OR DRIVE PIN (MIN SHANK 61ZE.145 <br />MN HEAD SIZE 300 <br />MN EMBEDMENT 1 U41) <br />W FROM EACH END AND B' �"- <br />O.C. MAX MIN 1-1/4' EMBEDMENT <br />2 X 6 MIN 2 X 3) 2.3/16 TAPCON -1 <br />OR DRIVE PIN (MIN SHANK SIZE.145 w' <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT I I/4') <br />6' FROM EACH END AND 10' <br />O.C. MAX MIN 1-1/4' EMBEDMENT <br />2 X 6 MIN 2 X 3) 2.3/I6 TAPCON <br />OR DRIVE PIN (MIN SHANK SIZEJ45 <br />MIN HEAD SIZE "" <br />2X4 SOLID BLOCKING <br />MIN EMBEDMENT 1 V4') <br />SECURE TO SHEATHING UV <br />S' FROM EACH END AND 19' <br />MIN. 2.12d PER BLK EA. END <br />O.C. MAX. MIN I-1/4' EM�DMENT <br />JA6' OM SEATHING <br />CU U WALL <br />ARCHWAY DETAIL <br />DBL. TOP PLATE <br />2X4 I6. O.G. MAX. <br />SECURE 2X4 TO <br />WOOD W/2-I26 0 6'-6' <br />O.G. STAGGERED <br />PIN (MIN. SHANK SIZE <br />J45 MIN. HEAD SIZE <br />300 MIN. <br />EMBEDMENT 0' WIN <br />6' EA END NOT TO <br />ARCHWAY <br />EXCEED W O.C. <br />MAX <br />2X4 SOLID <br />MIT. PLATE <br />BLOCKING SECURE <br />I/2' PLYIWO0D- <br />TO SHEATHING W7W <br />OR 1/16' Oba <br />MIN 2-126 PER BLK <br />EA END <br />3 EXTERIOR ARCHWAY <br />SCALE: IR' • I'-0' <br />0 1.fy' OAS OR!(2' PLYWOOD SHEATHING <br />O 30 BLDG. FELT <br />® 24. WIDE 26 GA, GALVANIZED METAL <br />PLASHING <br />MUST ADD DB10, -w WIDE AND <br />AND MST BE A MN 24' WIDE METAL. <br />0 FIBERGLASS SHRY.LE9 <br />TRUSS <br />1/2' CLG, BOARD 4 TEXT. <br />SIMPSON SP4 2X4 DBL. TOP PLATE <br />• 32' O.C. I,2' DRYWALL <br />2X4 WOOD STUDS 016' OC, <br />UNA. ON TRUSS PLAN <br />2X4 COOT. STRESS <br />BLOCKING MID -WALL <br />X4 PT. PLATE <br />81MP8GN BP4 <br />92' O.C. MAX <br />IR EMBEDMENT <br />1' EMBEDMENT <br />CON,. 9LA6 <br />2 9's CCNT. <br />1-STORY <br />7 INT. BEARING WALL <br />SCALE: IR'.I'_0• <br />NOTE: FOR WALLS WINO UPLIFT OR <br />WAS FLOOR LOAD ONLY, DO NOT <br />INSTALL CONNECTORS. <br />SIMPSON <br />SP4 0 32' <br />Or_ <br />DBL. TOP PLATE <br />2X4 16. OC. MAX <br />SECURE 2X4 W/ 2-%. <br />TAPCONS OR DRIVE PIN <br />(MIN. SHANK SIZE .145 MIN <br />HEAD SIZE 300 MIH <br />EMBEDMENT I v ON 6' <br />EA END NOT TO EXCEED <br />BT PLA <br />10' O.C. MAX <br />2X4 SOLID <br />iR' -n <br />BLOCKING SECURE <br />OR l/16 <br />TO 94EATHING WITH <br />MIN. 2-12d PER MILK EXTERIOR ARCHWAY <br />EA. END <br />PRECAST LEADER(MIN) <br />2 X 4 (MIN 2 X 3) 1-3/I6 TAPCON <br />OR DRIVE PIN (MIN SHANK SIZE.145 <br />MIN LEAD SIZE 300 <br />MN EMBEDMENT 1 V4') <br />8' FROM EACH END AND 10' <br />O.C. MAX MIN 1-1/4' EMBEDMENT <br />2 X 6 (MN 2 X 3) 2-510 TAPCON <br />OR DRIVE PIN (MIN SHANK SIZE.145 <br />MIN LEAD SIZE 300 <br />MIN EMBEDMENT 1 I/4') <br />$' FROM EACH END AND 18' <br />O.C. MAX MIN 1-114- EMBEDMENT <br />2 X 6 MN 2 X 3) 2-3/16 TAPCCN <br />OR DRIVE PIN (MIN SHANK OUE.14S <br />MIN HEAD SIZE 300 <br />1/16' OSB SLEATNING <br />MIN EMBEDMENT I V4') <br />2X4 16. O.C. MAX <br />S' PROM EACH END AND B' <br />(WHEN OVER I6' IN HEIGHT) <br />O.C. MAX. MIN 1-1/4' EMBEDMENT <br />2X4 SOLID BLOCKING — <br />SECURE TO SHEATHING W/ <br />MK 2-I2d PER BLK EA END <br />ARCHWAY DETAIL <br />A 16 AND UP <br />SCALE: <br />5 CLOSED VALLEY FLASHING DETAIL <br />N.Tb. <br />2x4 CONTINOII6 STRESS <br />BLOCKING MID WALL <br />2x4 STUDS 0 16' O.C. MAX, <br />UOx <br />i' T 4 G SUBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />IST FLOOR STUDS TO <br />2IND FLOOR STUDS <br />SIMPSON META-36 0 32' <br />OC. MAX <br />PRE-ENG FLOOR TRUSS <br />DOUBLE TOP PLATE <br />2x4 CONTINOUS STRESS <br />BLOCKING MID WALL <br />2x4 STUDS 0 16' O.C. MAX, <br />UON. <br />IR' GYP. WL. BD. <br />SECURE BT. PLATE TO SLAB <br />W/ I'x9' ANC BOLT W/ 2' <br />WASHER 9Ei IN 91MP90N <br />HIGH STRENGTH EPDXY 1' <br />EMBED. MIN, <br />SIMPSON SP4 0 32' O.C. MAX <br />8 INT. 2-STORY LB.W. <br />SCALE, IR'.I'-0' <br />PRE-ENG TRUSSES OR <br />CONY. FRAMED RAFTERS <br />Obb. $HEATHING OR <br />X PLYWOOD SECURE <br />2.4 BLOCKING UNDER <br />WALL STUDS SCURE <br />BETWEEN TRUSS BAYS W/ <br />(3) 12d'0 EACH END <br />2x DOUBLE TOP PLATE <br />STUDS 0 W' OC. <br />MTS-12 0 EVER STUD <br />2X4 BT. PLATE <br />DORMER <br />9 ATTACHMENT <br />SCALE, IR'•I'-0' <br />DBL. TOP PLATE <br />SECURE 2 X RIP TO FIT <br />W/2-12d8 6'-6' O.C. MAX <br />1/8, TEXTURED FINISH <br />1/16' 09B SHEATHING <br />2 X 4 I6' OC. MAX <br />(114EN OVER 16' IN HIEGHTJ <br />2 X 4 (UNEN OVER W IN HIEGHTJ <br />V4' TEMPERED MA80NI1E <br />GLUE 4 NAIL W/Sd'S 6'42' O.C. <br />F NEEDED. <br />2 X SOLID MK 3 • ARCH <br />SECURE W/2-12d EACH END <br />ATTACHMENT PER <br />MANUFACTURER'S SPECS. <br />MTL UAW FRAME <br />'NOTE: NO GAP 0 WDW FRAME <br />TO EXCEED V4' <br />�IARCHWAY DETAIL <br />A CUTAWAY <br />tL SCALE, V2'•1'-0' <br />2 X 4 (MIN 2 X 3) 1-3/16 TAPCON <br />OR DRIVE PN MIN SHANK SIZE.145 <br />MN HEAD 61ZE -100 <br />MIN EMBEDMENT 1 1/4') <br />6' FROM EACH END AND 10' <br />EXISTING BLK ASV. <br />OC. MAX MIN 1-V4' EMBEDMENT <br />V4' TEXTURED FINISH <br />2 X 6 (MIN 2 X 3) 2-3/16 TAPCON <br />1/0' TEXTURED FINISH <br />OR DRIVE PIN (MIN SHANK SIZEMS <br />MIN HEAD SIZE 300 <br />1/16' 00B SHEATHING <br />MIN EMBEDMENT 1 1/4') <br />2 X 4 W' O.C. MAX. <br />S'PROM EACH END AND B' <br />(WHEN OVER 16' IN HEIGHT) <br />OC. MAX MN 1-1/4'EMBEDMENT <br />2 X 4 (WHEN OVER 16' <br />2 X 6 (MIN 2 X 3) 2-3/16 TAPCON <br />is' IN HEIGHT.) <br />OR DRIVE PIN (MN SHANK SIZE.145 <br />MIN HEAD SIZE 3O0 <br />MIN EMBEDMENT 1 I/49 <br />2 X SOLID BLK'G • ARCH <br />SECURE WR-I2d EACH END <br />S' FROM EACH END AND 16' <br />ATTACHMENT PER <br />O.G. MAX MIN I-V4' EMBEDMENT <br />MANIUFACTURER's SPECS. <br />MTL LOW FRAME <br />1/4' TEMPERED MASONITE <br />'NOTE: NO GAP 0 WDW FRAME <br />GLUE 4 NAIL W/8d'6 6'-12' OC. <br />TO EXCEED V4' <br />F HEEDED. <br />ARCHWAY DETAIL <br />B CUTAWAY <br />SCALE: V2'.I'-0' <br />ROOF TRUSS UPLIFT <br />CONNECTOR NOT <br />SHOWN FOR <br />CLARITY (SEE <br />SHOP DUKsSJ <br />EXTERIOR WALL <br />SHEATHING (SEE <br />NOTES) FASTEN EACH STUD <br />TO DBL, TOP PLATE <br />W/ USP 5PT24 NAIL <br />PER MANUF. SPECS. <br />SECTION AT TOP <br />6OF EXTERIOR WALL <br />SCALE: N7S <br />ASPHALT SHINGLES OVER <br />W FELT ON 1/16' OAB. <br />PRE-ENG GABLE TRUSS <br />8" BTIFFBACK <br />(SEE SEALD ENG. PACK FOR <br />SIZE 4 CONNECTION) <br />2x4 SPF BLOCKING BETWEEN TRUSSES <br />UAERE 'X' BRACING IS PRESENT <br />CONT. 2- SFP RAT RUN ' <br />SECURED W/ (2) red'. 0 EACH <br />TRUSS <br />(2) 2x4 Z S.Y.P. DIAGONAL BRACE W/ (3) <br />12d'4 0 EACH TRUSS (DIAGONAL <br />X-BRACING TO COVER 5-TRUSSES <br />1' GYPSJ'I BOARD OR;' <br />HIGH STRENGTH CLG. <br />NOTE: BOARD <br />DIAGONAL BRACE CENTER OF TRUSS SPAN OR HIGHEST RIDGE. <br />DIAGONAL BRACE TO BE 0 ANY SPAN W-0' OR GRATER REFER TO <br />TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. <br />0'-0' TO 30'-0' (U X-BRACE <br />30'-1' TO 60'-0' (3) X-BRACE (U X-ENLACE • CENTER AND (2) <br />BRACE DIVIDED EOJALY FROM CENTER TO END <br />gGABLE X-BRACING <br />1v SCALE: IR'•I'-®• <br />2. RIDGE ONE SIZE LARGER <br />THAN RAFTER SIZE <br />MIN. (3) 12d.NAILS OR <br />MIN. <br />(4)10d GUN NAILS <br />Ix6 COLLAR TIE AT EVERY OT14ER <br />RAFTER W/ <br />MN. (3) 12d HAILS OR <br />MIN (4) 10d GUN NAILS <br />2. RAFTERS <br />Ix8 NAILER SECURE TO TRUSSES <br />BELOW W <br />(2) I2d NAILS OR <br />(3) 10d GUN NAILS 0 EA TRUSS <br />RAFTER TO TRUSS MTS-12 <br />CREATE VOID FOR STRAP <br />ROOF DECKING OVER <br />PRE-ENG TRUSSES <br />PRE-ENG, TRUSS <br />10 CONV. FRAMED ROOF <br />SCALE: IR'•I'-0' <br />0'-0' TO 30'-0' (1) !X. BRACE <br />30'-1' TO 60'-0' (3) 'X' BRACE <br />N 'X' BRACE 0 CENTER) <br />(2 'XBRACE DIVIDED EOUALY PROM CENTER TO END) <br />FIBERGLASS SHINGLES OVER —� \ <br />30 FELT ON 1/16' O.SB. <br />(2) 2X4 -U SYP DIAGONAIL BRACE <br />W/ 3-I2d 0 EA TRUSS ( OIAGONAIL BRACE <br />TO COVER 5-TRUSSES <br />I <br />2X4 BLOCKING WHERE 'X' BRACING <br />IS PRESENT <br />(2) 10d NAILS EA END <br />TO TRUSS <br />SPF STIFFBACK <br />(SEE BEALD ENG. PACK FOR <br />SIZE 4 CONNECTICN) <br />COM-IO-I <br />1/16' OSB SHEATHING TRUSS 24' oc. <br />USE Sd NAILS AT <br />4' — EDGE 4 6' oc. FIELD <br />1/2' CLG. BOARD <br />2X4 W/ 3/B' X g I,AG 032' O.C. M NAIL CONT. RAT RN TO <br />OR 91MP8014 MIT .24 - 32' O.C. MAX. TRUSS IW (2) 12d - EA TRUSS <br />2X4 SYP RAT ADJACENT <br />TO DIAGONAL ENLACE. <br />BNE TWI F IIELD -INTO BE DBL TOP PLATE <br />4' OC.OALL EDGE$ W/Sd NAILS 2X4 STUD Is' O.G. MAX, <br />n2-STORY GABLE END CROSS BRACING <br />SCALE: U2'•I'-0' <br />• I115 UPLIFT <br />SIM1P50M NT9M20 <br />WAO Od TO TRUSS <br />AND (4) V4' x 2 1/4. <br />TAPCON* TO CONT <br />POURED LINTEL <br />• 2350 UPLIFT <br />(2) SIMPSO'I WTSM20 <br />INSTALLED ON OPPOSITE <br />FACES OF BLOCK WALL <br />W/10 10d TO TRUSS <br />AND (4) 1/4' x 2 114' <br />TAPCONS TO CONT <br />-POURED LINTEL <br />TAP CONS <br />MIN. 2' COVER <br />2' APART <br />12 T U22 ANCHOR RETROFIT <br />N.Tb. <br />12 Z <br />FINISH 6 LANDING <br />3/4' PLYWOOD F.F. <br />z <br />DBL 2X6 <br />3c" MIN. FINISH <br />3/4' PLYWOOD WITH <br />LANDING DETAIL 4 12-D COMMONS WINDER DETAIL <br />NAILED T14RU 3/4, <br />FINISH g LANDING PLYWOOD INTO <br />F <br />FINS PLYWOOD F.F. EACH STRINGER <br />LESS THAN 4' TYP. <br />3-2x12 SYP STRINGER DBL 2XI2 2XI2 TREAD ETWEEN SPINDLES <br />REINFORCED W/2X4 SPFOR JOIST CUT TO FIT <br />W/CONT. BEAD OF IXS RISER <br />SUB -FLOOR ADHESIVE m" <br />PL-400 OR SIMILAR 1D z HAND RAIL <br />EA HORIZONTAL RUN > <br />SECURE TREADS TO STRINGER II m <br />W/(3)08 3' SCREWS 0 EA <br />STRINGER, UNTHREADED SHANK i/2' DRYWALL <br />TO EXTEND BEYOND THICKNESS <br />OF SUB -FLOOR SHEATHING 8 IXIO TRIM <br />NOTE: I' NOSING TYP. <br />STAIRS RISERS TO CONFORM <br />TO FBGR 5TH EDITION (2014) (3) loci GUT NAILS <br />MIN. TREAD 10', MAX. RISER -1-3/4' <br />3/16' MAX. VARIATION IN RISERS/TREADS SLEEPER INTO <br />ADJACENT TO EACH OTHER SLAB r <br />3/6' MAX. VARIATION IN ANY RISER/TREAD <br />HANDRAIL CIRCULAR GROSS SECTION DIA. <br />TO BE 13/4' +-I/4' OR PROVIDE EQUIVALENT <br />GRASPABILITY 3 STAIR SECTION DETAILS <br />WINDERS- MIN. 6' WIDE ® NARROW END <br />MIN. 11' WIDTH ® 12' FROM NARROW END SCALE: 3/4'•1'-0° <br />34' MIN. HANDRAIL HGT, <br />Design <br />Grou .2. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-77448078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />s; <br />ti <br />V <br />W <br />O <br />y4 <br />A <br />F• <br />C <br />V <br />F <br />aUDDIR aE I+OT• <br />SILVERADO <br />LOT 46 <br />BLK 6 <br />PROJWT# <br />04128.000-04661 <br />HODIM, <br />4EGB <br />"GALEN" <br />GARAGE IMMMO: <br />LEFT <br />PAGE: <br />MISC. <br />DETAILS <br />150 MPH EXP, B <br />DA 10/20/17 <br />OCALE: 1 /4"=1' - O" <br />slim= <br />�5 <br />