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PRECAST MADEWMIN) <br />2 X 4 (MIN 2 X 3) I-3/16 TAPCON <br />OR DRIVE PIN (MIN SHANK SUB.HS <br />MN HEAD SIZE MW <br />MN EMBEDMENT 11/4') <br />S' FROM EACH END AND IS' Q' <br />OC. MAX MIN 1-1/4'EMBEDMENT .2 <br />2 X 6 (MIN3 X 3) 2-3/16 TAPCON mi <br />OR DRIVE PIN (MIN SHANK SIZE.146 w- <br />MIN BEAD SIZE 900 <br />MIN EMBEDMENT I VIA') <br />FROMEAC44 END AND IS. <br />O.C. MAX MN 1-1/4' EMBEDMENT <br />2 X 8 MN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PIN (MN SHANK SIZE,149 <br />MIN HEAD SIZE 300 <br />2x4 SOLID DLOGKNO <br />MIN EMBEDMENT 1 1/4') <br />SECURE TO 9NEATHNG W/ <br />S' FR71-I EACH END AND b' <br />MIN. 2-Qd PER DLK EA END <br />OC. MAX. MIN 1-1/4' EMBEDMENT <br />1/16' 065 SHEATHING <br />CMNU WALL <br />ARCHWAY DETAIL <br />DBL. TOP PLATE <br />2X4 16' OC, MAX <br />SECURE 2X4 TO <br />WOOD W2-12d a 6'-8' <br />O.C. STAGGERED <br />PIN (MIN SHANK SIZE <br />op <br />J45 MIN. HEAD SIZE <br />3" MIN <br />E BDEDME T IV UVINN <br />ARCHWAY <br />EXCEED IS' OC. <br />MAX <br />2X4 SOLID <br />DT. PLATE <br />BLOCKING SECURE <br />1/2' PLYWOOD. <br />TO 9HEATWM WITH <br />OR 1/16' 09B <br />MIN2-Ud PER ELK <br />eA END <br />3 EXTERIOR ARCHWAY <br />SCALE: IR'•1'-®• <br />lO. 14,; OSB, OR Ij PLYWOOD SHEATHING <br />0 W SLOG. FELT <br />O3 24' WIDE 26 GA, GALVANIZED METAL <br />FLASHING <br />O MUST ADD D610, 36' WIDE AND <br />AND MUST BE A MN 24' WIDE METAL. <br />® FIBERGLASS SHINGLES <br />TRJBS <br />I/2' CLB G. OARD 4 TEXT. <br />SIMPSON SP4 2X4 DBL. TOP PLATE <br />• 92' OL. j[12'DRYWALL <br />2X4 WOOD STUDS •16' OC„ <br />UND. ON TRUSS PLAN <br />2X4 CONT. STRESS <br />BLOCKING MID -WALL <br />2X4 PT. PLATE <br />SIMPSON SPA <br />32' OC. MAX <br />/1'X9' AB. 32' Cr. <br />LONG. SLAB <br />2 4'N CONi. <br />1-STORY <br />rryy INT, BEARING WALL <br />r SCALE l/2'.I'-0I/2'.I'-0' <br />NOTE, FOR WALLS WINO UPLFT OR <br />WAS FLOOR LOAD ONLY, DO NOT <br />INSTALL CONNECTORS. <br />91MPBON - <br />eP4 a 32' <br />OL. <br />DBL. TOP PLATE <br />2X4 I6'OC. MAX. <br />SECURE 2X4 W/ 2-%' vili <br />TAPOONS OR DRIVE PIN <br />(MIN SHANK SIZE .145 MIN. <br />HEAD SIZE 300 MN <br />EMBEDMENT I, W/N B' <br />EA. END NOT TO EXCEED BT <br />Is, OC. MAX <br />BLOCKING SECURE <br />TO SHEATHING WITH <br />MIN. 2-12d ERA END EXTERIOR ARCHWAY <br />PRECAST HEADEWMIW <br />2 X 4 (MN 2 X 3) 1-3/16 TAPCON <br />OR DRIVE PIN (MIN SHANK SIZE.145 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />S.FROM EACH b END AND ' <br />O.C. MAX. MM 1-1/4' EMBEDMENT <br />2 X 6 MN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PIN (MIN SHANK 61ZE.145 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT I V4') <br />8' FROM EACH END AND B' <br />MAX MIN I-V4' EMBEDMENT <br />X 0 <br />2 8 MIN 2 X 3) 2.3/I6 TAPCON <br />OR DRIVE PIN (MN SHANK SIZE.145 <br />MIN HEAD SIZE 300 <br />1/16' OSB SHEATHING - <br />MIN EMBEDMENT 11/4') <br />2X4 b' OC. MAX <br />S' FROM EACH END AND W <br />(WHEN OVER Ya' N HEIGHT) <br />O.C. MAX. MN I-1/4' EMBEDMENT <br />2X4 SOLID BLOCKING - <br />SECURE TO SHEATHING W/ <br />MN. 2-12d PER ELK EA END <br />DOUBLE TOP PLATE <br />2.4 CONTINOUS STRESS <br />ELOCKNG MID WALL <br />2x4 STUDS a *'OC. MAX, <br />U.ON. <br />9' T 1 G SUBPLOOR GLUEC <br />AND 6CPMUED AS PER <br />FASTENER SCHEDULE <br />1ST FLOOR STUDS TO <br />2ND FLOOR STUDS <br />SIMPSON MSTA-36 a 32' <br />O.C. MAX <br />PRE -ENO FLOOR TRUSS <br />DOUBLE TOP PLATE <br />2x4 CCNTINOUS STRESS <br />BLOCKING MID WALL <br />2x4 STUDS a 16' OL, MAX, <br />UON. <br />V2' GYP. WL. BD. <br />SECURE BT. PLATE TO SLAB <br />W/ }'x9' ANCHOR BOLT W/ 2' <br />WASHER <br />SET IN SIMPSON <br />HIGH STRENGTH EPDXY1' <br />EMBED. MIN. <br />SIMPSON SPA a 32' OL. MAX <br />8 INT. 2-STORY LB.W. <br />SCALE: IR'.I'-0' <br />ARCIJWAY DETAIL <br />4 16 AND UP <br />SCALE. 1/2'•I'-0' <br />PRE-ENG TRUSSES OR <br />CONV. FRAMED RAFTERS <br />1}' O.S.S. SHEATHING OR }' <br />CDX PLIYUIOOD SECURED <br />PER FASTENER SCHEDULE <br />2.4 BLOCKING UNDER <br />WALL STUDS SCURE <br />BETWEEN TRUSS BAYS W/ <br />(3) 12d'e EACH END <br />2x DOUBLE TOP PLATE <br />STUDS a 16, oz. <br />MTS-12 a EVER STUD <br />2X4 ST. PLATE <br />DORMER <br />9 ATTACHMENT <br />SCALE: I/2'•I'-0' <br />DBL. TOP PLATE <br />BEaIIYE 2 X RIP TO FIT <br />W/2-12da 6'-a. O.C. MAX. <br />T/8' TEXTURED FINISH <br />1/16- Dee SHEATHING <br />2 X 4 16. OL. MAX <br />(WHEN OVER 16' IN NIEGHT) <br />2 X 4 (WHEN OVER 16' IN WIEGHT) <br />1/4'TEMPERED MASONITE <br />GLUE 4 NAIL W/Sd'$ S'-12' OC. <br />IF NEEDED. <br />2 X SOLID BLK'G a ARCH <br />SECURE W/2-12d EACH END <br />ATTACHMENT PER <br />MAKFACTURER'8 SPECS. <br />MTL YAW FRAME <br />-NOTE, NO GAP a YAW FRAME <br />TO EXCEED 1/4' <br />ARCHWAY DETAIL <br />A CUTAWAY <br />SCALE: V2'•I'-0' <br />2 X 4 (MIN 2 X 3) 1.3/16 TAPCON <br />OR DRIVE PIN (MN SHANK SIZE.145 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT I V4') <br />S' FROM EACH END AND IS' <br />EXISTINGBLK ADV. <br />OrMAX MINE-1/4' EMBEDMENT <br />1/4' TEXTURFD FINISH <br />2 X 6 (MIN 2 X 3) 2.3/16 TAPCON <br />1/W TEXTURED FINISH <br />OR DRIVE PIN MIN SHANK SIZE.HS <br />MN HEAD SIZE 300 <br />1/16, OSB SHEATHING <br />MIN EMBEDMENT 1 1/A') <br />W FROM EACH END AND 18' <br />2 X 4 16' MAX. <br />O.C. MAX MIN 1-1/4' EMBEDMENT <br />(WHEN OVEERR' IN MIGHT.) <br />x 4 (WHEN OVER <br />ER 16' <br />2 X 8 (MIN 2 X 3) 2-3/16 TAPCON <br />I6' IN HEIGHT.) <br />OR DRIVE PIN (MIN SHANK SIZE.145 <br />2 X SOLID BLKG a ARCH <br />MIN HEAD 917E 300 <br />MIN EMBEDMENT 1 1/4') <br />SECURE W/2-12d EACH END <br />$'FROM EACH END AND B' <br />ATTACHMENT PER <br />OC. MAX MIN 1-1/4' EMBEDMENT <br />MAN FACiURERS SPECS. <br />MTL U.DU FRAME <br />1/4' TEMPERED MA,SONITE <br />'NOTE: NO GAP a UAW FRAME <br />GLUE 4 NAIL W/9d'S W-IV OC. <br />TO EXCEED 1/4' <br />P NEEDED. <br />ARCHWAY DETAIL <br />�1 CUTAWAY <br />ROOF TRUSS UPLIFT <br />CONNECTOR NOT <br />SHOWN FOR <br />CLARITY (SEE <br />SHOP 011Xs5.) <br />EXTERIOR WALL <br />SHEATHING (SEE <br />NOTES) FASTEN EACH STUD <br />TO DBL. TOP PLATE <br />UP USP 5PT24 NAIL <br />PER MANUF. SPECS. <br />SECTION AT TOP <br />OF EXTERIOR WALL <br />6 SCALE: NT5 <br />ASPHALT SHNGLES OVER <br />30 FELT ON 1/16' O.SB. <br />PRE-ENG GABLE TRUSS <br />$PF STIFFBAC4K <br />(SEE SEALD ENO. PACK FOR <br />SIZE 4 CONNECTION) <br />2.4 SPF BLOCKING BETWEEN TRUSSES <br />WHERE 'X' BRACING 18 PRESENT <br />CONT, 2x4 RAT W1 (2)12d. <br />RUN ' <br />SECURED W/ a a EACH <br />TRUSS <br />(2) 2x4 4 S.Y.P. DIAGONAL BRACE W/ (3) <br />12d'4 • EACH TRUSS (DIAGONAL <br />X-BRACING TO COVER 5-TRUSSE6 <br />A' GYPSUM BOARD OR }• <br />NIGH STRENGTH CLG. <br />NOTE: BOARD <br />DIAGONAL BRACE • CENTER OF TRUSS SPAN OR HIGHEST RIDGE. <br />DIAGONAL BRACE TO BE a ANY $PAN D'-0' OR GRATER REPER TO <br />TRUSS ENG FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. <br />0'-0' TO 30'-0' (1) X-BRACE <br />30'-1' TO 60'-0' (3) X-BRACE (U X-BRACE a CENTER AND (2) <br />BRACE DIVIDED EQUALY FROM CENTER TO END <br />10 GABLE X-BRACING <br />SCALE: I/2' • I'-0' <br />2. RIDGE ONE SIZE LARGER <br />THAN RAFTER SIZE <br />MIN. (3)1241 NAILS OR <br />MIN (4) 10d GUN NAILS <br />1.6 COLLAR TIE AT EVERY OTHER <br />RAFTER W/ <br />MIN. (3) 12d NAILS OR <br />MIN. (4)10d GUN NAILS <br />2x RAFTERS <br />NS NAILER SECURE TO TRUSSES <br />BELOW W/ <br />(2) 12d NAILS OR <br />(3110d GUJ NAILS a EA TRUSS <br />RAFTER TO Tn8U88 MTS-12 <br />CREATE VOID FOR STRAP <br />PENETRATION <br />ROOF DECKING OVER <br />PRE-ENG TRUSSES <br />PRE -ENO. TRU98 <br />o CONV. FRAMED ROOF <br />1 V SCALE: V2'.I'.0' <br />0'-0' TO 30'-0' (1)'X' BRACE <br />30'-1' TO 60'-0' (3)'X' BRACE <br />0 'X' BRACE a CENTER) <br />(2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) <br />FIBERGLASS SHINGLES OVER <br />30 FELT ON 1/16' O.SB. <br />(2) 2X4 -1 SYP DIAGONAL BRACE -� <br />W/ 3-12d a EA TMJ58 ( DIAGCNAIL BRACE <br />TO COVER 5-TRUSSES <br />2x4 BLOCKING WHERE 'X'BRACING <br />IS PRESENT <br />(2) 10d NAILS EA END <br />TO TRUSS <br />5" STFFBACK <br />(SEE SEALD ENO. PACK FOR <br />SIZE 4 CONNECTION) <br />1/16' 036 SHEATHING USE ed NAILS AT <br />4' oc. EDGE 4 6' 04:. FIELD <br />OR SI / 3/8' XM85TA•24 �332'OOLI <br />SHEATHING NAILING TO BE I <br />6' O.C. IN FIELD <br />4' OC,eALL EDGES W/Sd NAILS <br />TRUSS 24' oc. <br />1/2' CLG. BOARD <br />NAIL CONT. RAT RUN 70 <br />TRUSS W/ (2) 12d a EA TRUSS <br />2X4 SYP RAT ADJACENT <br />TO DIAGONAL BRACE. <br />DBL TOP PLATE <br />2X4 STUD W' OC. MAX. <br />n2-STORY GABLE END CROSS BRACING <br />SCALE: 1/2'•I'-O' <br />• IYI5 UPLIFT <br />SIMP50M 14TSM20 <br />W/10 10d TO TRUSS <br />AND (4) 1/4' x 2 1/4' <br />TAPCO48 TO CCNT <br />POURED LINTEL <br />• 2350 UPLIFT <br />(2) SIMIPSOM NT&'120 <br />INSTALLED ON OPPOSITE <br />FACES OF BLOCK WALL <br />WAV 10d TO TRU98 <br />AND (4) 1/4' x 2 1/4' <br />TAPCONS TO CCNT <br />-POURED LINTEL <br />PRE -ENO TRUSS <br />CONTINUOUS <br />BOND BEAM <br />T; <br />TAP CONS <br />MIN. 2' COVER <br />2' APART <br />g4RUSS ANCHOR RETROFIT <br />N.T. <br />12 _Z <br />FINISH a LANDING <br />3/4' PLYWOOD FF. = <br />z:r I — � <br />y: —� <br />DBL 2X6 <br />1 <br />3/4' PLYWOOD WITH <br />LANDING DETAIL <br />4 COMMONS <br />NAILELED 7HRU 3/4' <br />PLYWOOD INTO <br />FINISH m LANDINGS <br />3/4- PLYWOOD F.F. , \ <br />EACH STRINGER <br />3-2x12 SYP STRINGER I DBL 2XI2 <br />REINFORCED W/2X4 SPFOR JOIST <br />W/CONT. BEAD OF <br />SUB -FLOOR ADHESIVE <br />FL-400 OR SIMILAR o <br />EA HORIZONTAL RUN <br />SECURE TREADS TO STRINGER <br />W/(3)08 3' SCREWS A 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 5THI EDITION (2014) <br />MIN. TREAD 10', MAX. RISER 1-3/4' <br />3/I6' MAX. VARIATION IN RISERS/TREADS <br />ADJACENT TO EACH OTHER <br />3/6' 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 />GRASPAB I L I TY <br />WINDERS- MIN. h' WIDE o NARROW END <br />MIN. II' WIDTH 9 12' FROM NARROW END <br />34' MIN. HANDRAIL HGT. <br />I 3r0" MIN, FINISH <br />7�—._ <br />WINDER DETAIL <br />LSS THAN 4' <br />1\�Wel <br />ETWEEN SPIA <br />r To F1T <br />IXS RISER <br />(3) 10d CUT NAILS <br />m 2X4 P.T. <br />SLEEPER INTO <br />SLAB — <br />HAND RAIL <br />1/2' DRYWALL <br />IXIO TRIM <br />-I' NOSING TYP. <br />v X <br />M Q <br />3 STAIR SECTION DETAILS <br />SCALE: 3/4' e I'-O' <br />• a r u N r e e r a <br />Design <br />Group" <br />41 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774 4078 <br />www.abdesigngroup.00m <br />AA X: 0003325 <br />W <br />i <br />a <br />V <br />O <br />y <br />O <br />F <br />O <br />-FF"- <br />enuumv. ae 7407 <br />SILVERADO <br />LO T 41 <br />BLK 6 <br />PROMCT* <br />04128.000-04161 <br />3WDlle <br />4EHB <br />"2605— HAYDEN" <br />GARAGM OWNING. <br />LEFT <br />PAGl2 <br />MISC. <br />DETAILS <br />150 MPH EXP. B <br />,001 <br />ARCHITECT: <br />f 2 <br />p <br />mm 10/19/17 <br />SCAXJb 1/4"=l'-O" <br />8*13m T <br />JLl 5 <br />