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PRECAST HEADERMIW <br />2 X 4 (MIN 2 X 3) 1.3/16 TAPCON <br />OR DRIVE PM (MIN SHANK SIZE.HS <br />MIN HEAD SIZE 300 <br />_ °- <br />MIN EMBEDMENT 1 114') <br />8' FROM EACH END AND 1' 3�} <br />OL. MAX MIN 1-114' EMIBEDI-IENi. y <br />2 X S (MIN 2 X 3) 2.3/16 TAPCON $? <br />OR ORWE PM (MIN SHANK SIZE1N8 w_ <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />8' FROM EACH END AND B' <br />OL. MAX MM I-I/4' EMBEDMENT <br />2 X 8 (MIN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PM (MIN SHAW SIZE.145 <br />MIN HEAD SIZE 300 <br />2X4 SOLID BLOCKING <br />MIN EMBEDMENT 1 V49 <br />SECURE TO SHEATHING W/ <br />S.FRO) EACH END AND 1S' <br />MIN. 2-12d PER BLK EA END <br />OL. MAX. MIN 1-V4' EMBEDMENT <br />I W' 005 SHEATHING <br />CMU WALL <br />ARCHWAY DETAIL <br />1 16" AND UNDER <br />SCALE: iR'.I'-0' <br />DBL. TOP PLATE <br />2X4 16' OL. MAX. <br />SECURE 2X4 TO <br />WOOD un-12d a 6•-0, <br />CZ. STAGGERED <br />PIN MIN SHANK SIZE <br />345 MIN HEAD SIZE <br />300 MIN. <br />EMIR' EA. ENT ENDIA* <br />NOT TO <br />ARCHWAY <br />EXCEED B'OL. <br />Je <br />MAX <br />2X4 SOLID <br />BT. PLATE <br />BLOCKING SECURE <br />V2' PI.TUAOD. <br />TO SHEATHING WITH <br />OR 146, 0.6a <br />MU 2-12d PER BLK <br />EA. END <br />r3`�EXTERIOR ARCHWAY <br />SCALE: I)2'.P_0• <br />0 1,f6 OSB. OR I12' PLYWOOD OHEATWW3 <br />O '30 BLDG. FELT <br />O3 24' WIDE 26 GA GALVANIZED METAL <br />PLA$HING <br />MUST ADD DIS10, 36' WIDE AND <br />AND MUST BE A MIN 24' WIDE METAL. <br />(S) FIBERGLASS SHINGLES <br />DBL. TOP PLATE <br />2X4 *'Or- MAX <br />SECURE 2X4 UV 2-%' <br />TAFCONS OR DRIVE PM <br />MIN SHANK SIZE AS MIN. <br />HEAD SIZE _0W MIN <br />EMBEDMENT I),., W/IN a' <br />EA END NOT TO EXCEED <br />B' OL. MAX <br />2X4 SO.IC <br />BLOCKING SECURE <br />TO 844EATHING WITH <br />MIN 2-12d PER MILK <br />EA END <br />EXTERIOR ARCHWAY <br />PRECAST HEADERMIN) <br />2 X 4 (MIN 2 X 3) I-3/16 TAPCON <br />OR DRIVE PIN (MIN SHANK SIZE <br />MM HEAD SIZE 300 <br />MIN EI"BEDFENT i V4') <br />8' FROM EACH END AND B' <br />O.C. MAX. MIN 1-1/4' EMBEDMENT <br />2 X 6 MN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PM (MIN SHANK SIZE.145 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT I I/4') <br />8' FROM EACH END AND 18' <br />O.C. MIN I-V4' EMBEDMENT <br />MAX. <br />2 X 8 (MIN 2 X 3) 2.3/16 TAPCON <br />OR DRIVE PM MIN SHANK 5IZE.149 <br />MIN HEAD SIZE 300 <br />1/16' OSB SHEATHING <br />MIN EMBEDMENT 11/4') <br />2X4 16' OL. MAX <br />8' PROM EACH END AND B' <br />(WEN OVER 16' M HEIGHT.) <br />OL, MAX. MIN 1.114' EMBEDMENT <br />2X4 SOLID BLOCKING — <br />SECURE TO SINEATHING W/ <br />MIN 2-I2d PER BILK EA END <br />ARCIjWAY DETAIL <br />4 16 AND UP <br />SCALE: I/2' • I'-0' <br />rF-'\CLOSED VALLEY FLASHING DETAIL <br />TRUSS <br />SIMPSON - <br />1/L' CLG. BOARD N TEXT. <br />SP4 a 32' <br />S1MP90N SP4 2X4 DBL TOP PLATE <br />O.C. <br />• 32' O.C. I/2' DRYWALL <br />2X4 WOOD STUD$ e16' Or, <br />UN.O. ON TRUSS PLAN <br />2X4 CONT, STRE88 <br />BLOCKING MID -WALL <br />X4 PT. PLATE <br />SIMFBON SP4 e <br />32' O.C. MAX <br />1/2'X9' AB. 32' OZ. <br />)'EMBEDMENT <br />CCNC. SLAB <br />2 54 CONT. <br />1-STORY <br />7 INT. BEARING WALL <br />SCALE: 0' <br />NOTE, FOR WALLS WINO UPLIFT OR <br />1IA9 FLOOR LOAD ONLY, DO NOT <br />INSTALL CONNECTORS. <br />DOUBLE TOP PLATE <br />2x4 CONTINOUS STIRE86 <br />BLOCKING MID WALL <br />2x4 STUDS • 16' OZ. MAX, <br />U ON. <br />I' T N G SUBPLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCIEDULE <br />IST FLOOR STUDS TO <br />2ND FLOOR STUDS <br />SIMPSON MSTA-36 a 32' <br />OL. MAX <br />PRE-ENG FLOOR TRUSS <br />DOUBLE TOP PLATE <br />2x4 CONTINO IS STRESS <br />BLOCKING MID WALL <br />2x4 STUDS a I(n' OZ. MAX, <br />UOM <br />1/2' GYP. WL. BD. <br />SECURE BT. PLATE TO SLAB <br />W/ }'x5' ANCHOR BOLT W/ 2' <br />WASHER SET IN SIMPSON <br />HIGH STRENGTH EPDXY 1' <br />EMBED. MIN. <br />SIMPSON SP4 a 32' OL. MAX <br />8 INT. 2-STORY L.B.W. <br />SCALE: <br />PRE-ENG TRUSSES OR <br />CONY. FRAMED RAFTERS <br />2.4 BLOCKING UNDER <br />WALL STUDS SCURE <br />BETWEEN TRUSS BAYS W/ <br />(3) 12d'6 EACH END <br />2. DOUBLE TOP PLATE <br />STUDS a 16, OL. <br />MT8-12 a EVER STUD <br />2X4 BT. PLATE <br />DORMER <br />9 ATTACHMENT <br />SCALE. IQ'.I'-0• <br />DBL. TOP PLATE <br />SECURE 2 X RIP TO FIT <br />W/142,16 6'-8' OG. MAX. <br />1/8' TEXTURED FINISH <br />1/IS' 0% SHEATHNCa <br />2 X 4 16' OL. MAX <br />(WHEN OVER 16- IN HIE-GHT.) <br />2 X 4 (WEN OVER IS' IN WIEGHT.) <br />V4' TEM'IPERED MA5ONITE <br />GLUE (NAIL W/Bd'9 S'•12' O.C. <br />IF NEEDED. <br />2 X SOLID BLK'G a ARCH <br />SECURE W/2-126 EACH END <br />\ANFCR'5 SPECS. <br />LUA4107E: NO GAP a WDW FRAME <br />TO EXCEED 1/4' <br />ARCHWAY DETAIL <br />A CUTAWAY <br />SCALE: I/2'.I'_0• <br />2 X 4 (MIN 2 X 3) 1-3/16 TAPOON <br />OR DRIVE PIN MIN SHANK. SIZE.14S <br />MIN HEAD SIZE 300 <br />MM EMBEDMENT I V4') <br />S' PROM EACH END AND 18' <br />EXISTING MILK ABV. <br />OZ. MAX MIN I-1/4' EMBEDMENT <br />1/4'TEXTURED FINISH <br />2 X S (MIN 2 X 3) 2-3/16 TAPCON <br />1/8' TEXTURED FINISH <br />OR DRIVE PIN (MIN SHAM, SIZE.145 <br />MIN HEAD SIZE 300 <br />1/16' 085 SHEATHING <br />MIN [MBEDMEM I I/4') <br />2 X 4 16' OL. MAX. <br />S.PROM EACH END AND 18' <br />(WHEN OVER IN HEIGHIT.) <br />O.C. MAX. MIN 1-1/4' EMBEDMENT <br />2 X d (WEN OVER W' <br />2 X 8 (MIN 2 X W 2-3/16 TAPCON <br />IS, M HEIGHT.) <br />OR DRIVE PM (MIN SHANK SIZE.HWS <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />2 X SOLID SLK* a ARCH <br />SECURE W/2-I2d EACH END <br />S.FROM EACH END AND 10' <br />ATTACHMENT PER <br />OZ. MAX MIN 1-1/4' EMBEDMENT <br />MANUFACTURERS SPECS. <br />MTL UDW FRAME <br />114' TEMPERED MASONITE <br />'NOTE: NO GAP a UAW FRAME <br />GLUE N NAIL W/8d'S 8'-12' OL. <br />TO EXCEED 1/4' <br />P NEEDED. <br />ARCHWAY DETAIL <br />B CUTAWAY <br />SCALE:--I'-0' <br />ROOF TRUSS UPLIFT <br />CONNECTOR NOT <br />SHOLN FOR <br />CLARITY (SEE <br />SHOP Duns.) <br />EXTERIOR WALL <br />SHEATHING (SEE <br />NOTES) FASTEN EACH STUD <br />TO DBL. TOP PLATE <br />W/ USP 6PT24 NAIL <br />PER MANUF. SPECS. <br />SECTION AT TOP <br />OF EXTERIOR WALL <br />6 SCALE: NTS <br />ASPHALT 9NINGLE9 OVER <br />30 FELT ON 1/16' O.SB. <br />PRE-ENG GABLE TRUSS <br />SPF STIFFBACK <br />(SEE SEALD ENG. PACK FOR <br />SIZE 4 CONNECTION) <br />2x4 SFP BLOCKING BETWEEN TWJSSES <br />WHERE 'X' BRACING 16 PRESENT <br />2x4 RAN RRUNSECU <br />BECU�D WV / (2)12d'6 a EACH <br />TRUSS <br />(2) 2x4 12 S.YP. DIAGONAL BRACE W/ (3) <br />0d'6 a EACH TRUSS (DIAGONAL <br />X-BRACING TO COVER 5-TFU88ES <br />I' 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 a ANY SPAN 15'-0' OR GRATER ROPER TO <br />TMJ86 ENS. 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-BRACE a CENTER AND (2) <br />BRACE DIVIDED ECIUALY FROM CENTER TO END <br />GABLE X-BRACING <br />1 v SCALE: i/L'. I'-0' <br />2. RIDGE ONE SIZE LARGER <br />THAN RAFTER SIZE <br />MIN. (9) I2d NAIL$ OR <br />MIN. (4) IOd GUN NAILS <br />Ixb COLLAR TIE AT EVERY OTHER <br />RAFTER W/ <br />MIN (3) I2d NAIL$ OR <br />MIN (4) 10d GUN NAILS <br />2x RAFTERS <br />NO NAILER SECURE TO TRUSSES <br />BELOW UU <br />(2) I2d NAILS OR <br />(3) 10d GUN NAILS a EA TRUSS <br />RAFTER TO TRUSS M TS-12 <br />CREATE VOID FOR STRAP <br />ROOF DECKING OVER <br />PRE-ENG TRUSSES <br />PRE-ENG. TRUSS <br />1 CONV. FRAMED ROOF <br />SCALE! V2'•1'-0' <br />0'-0' TO 30'-0' (1) 'X' BRACE <br />30'-I' TO 60'-0' (3)'X' BRACE <br />(I 'X' BRACE a CENTER) <br />(2 'XBRACE DIVIDED EQUALY FROM CENTER TO END) <br />FIBERGLASS SHINGLES OVER -� - <br />30 FELT ON 1/16' 098. <br />(2) 2X4 4 $YP DIAGONAIL BRACE <br />W/ 9-12d a EA TRUSS ( DIAGONAIL BRACE <br />TO COVER 5-TRUSSES <br />2X4 BLOCKING WERE 'X' BRACING <br />IS PRESENT <br />(2) 10d NAILS EA END <br />TO TRUSS <br />SFF STIFPBACK <br />(SEE SEALD ENG. PACK FOR <br />SIZE N CONNECTION) <br />corrTati <br />l/I6' 09B SHEATHING TRUSS 24' o.c. <br />USE Sol NAIL S AT <br />4' oc. EDGE N 6' — FIELD <br />1/2' CLG. BOARD <br />`qG <br />21 8W/ 3/ ' X 5TA.- <br />M9 Yd e332'OOG MAX <br />TO <br />CONT. RAT R EA. <br />TRIBB/2) I2d eNAIL <br />TRU95 <br />2X4 $YP RAT ADJACENT <br />TO DIAGONAL BRACE <br />SHEATHING NAILING TO BE <br />S' O.C. IN FIELD <br />DBL TOP PLATE <br />4. OZ.-ALL EDGES UVBd NAILS <br />2X4 STUD 16' OL. MAX, <br />n2-STORY GABLE END CROSS <br />BRACING <br />SCALE: 1/2'•1'-0' <br />• Ills UPLIFT <br />SIMPSOM HTSM20 <br />W110 ]Old TO TMJss <br />AND (4) 1/4' x 2 1/4' <br />TAPLONS TO CCNT <br />POURED LINTEL <br />• 23SO UPLIFT <br />(2) SIMP50M WTSM20 <br />INSTALLED ON OPPOSITE <br />FACES OF BLOCK WALL <br />WAO 10d TO TRUSS <br />AND (4) 1/4' x 2 1/4. <br />TAPCONS TO CONT <br />-POURED LINTEL <br />PRE-ENG TRUSS <br />CONTINUOUS <br />BOND BEAM <br />TAP CONS <br />MIN. 2' COVER <br />2' APART <br />gTRUSS AN HOR R'TROFIT <br />NT9. <br />12 Z <br />FINISH o LANDING <br />3/4' PLYWOOD FF. <br />7 <br />DBL 2X6 � <br />( 36° MIN. FINISH <br />VI 3/4' PLYWOOD WITH <br />r <br />LANDING DETAIL 4 12-D COMMONS WINDER DETAIL <br />NAILED THRU 3/4' <br />FINISH a 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 SPFOR CUT TO FIT <br />JOIST <br />W/CONT. BEAD OF IXS RISER <br />SUB -FLOOR ADHESIVE m' <br />HAND RAIL <br />PL-400 OR SIMILAR o <br />z <br />EA HORIZONTAL RUN <br />f <br />SECURE TREADS TO STRINGER <br />W/(3)05 3' SCREWS a EA <br />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 />I' NOSING TYP. <br />STAIRS RISERS TO CONFORM <br />TO FBCR 5TH EDITION (2014) (3) 10d CUT NAILS <br />-1-3/4' <br />MIN, TREAD 10', MAX. RISER <br />3/Uc' MAX. VARIATION IN RISERS/TREADS SLEEPER INTO <br />o Q <br />ADJACENT TO EACH OTHER <br />i <br />SLAB <br />3/6' MAX. VARIATION IN ANY RISER/TREAD <br />HANDRAIL CIRCULAR CROSS SECTION DIA. <br />TO BE 1 3/4' .-1/4' OR PROVIDE EQUIVALENT <br />GRASPABILITY 3 STAIR <br />SECTION DETAILS <br />WINDERS- MIN. lo' WIDE 0 NARROW END <br />MIN. 11' WIDTH 0 12' FROM NARROW END SCALE: <br />3/4'e1'-0' <br />34' MIN. HANDRAIL HGT. <br />A E C N I T E C T 3 <br />G9WODesign <br />n�. <br />i441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdosigngroup.com <br />AA N/: 0003325 <br />lI <br />, <br />O <br />w <br />O <br />F <br />O <br />av81iIV d6 LOT: <br />SILVERADO <br />LOT #4 <br />BLK #7 <br />PROJRCT# <br />04128.000-00471 <br />MOnE <br />4EHB <br />"2605-HAYDEN" <br />GARAGE B'WMWO: <br />RIGHT <br />PAGE: <br />MISC. <br />DETAILS <br />150 MPH EXP. B <br />Nh <br />ARCF TECT: <br />STATE OF FLORIDA <br />[ZDAIT7a10/20/17M 1/4"=1'-0" <br />8iMM <br />D5 <br />