Laserfiche WebLink
PRECAST MADEWMIN) <br />2 X 4 (MIN 2 X 3) 1-3n6 7APCCN <br />OR DRIVE PM (MN SHANK SIZE <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/49 <br />a. FROM EACH END MID B' <br />OL. MAX MIN I-I/4' EMBEDMONt,�.w <br />2 X 6 MIN 2 X 3) 2-3/16 TAPOON <br />OR DRIVE PM (MIN SHANK SI3+J45 w_ <br />- <br />MIN 14EAD SIZE 300 <br />MN EMBEDMENT 1 1/47 <br />a. FROM EACH END AND W <br />OL. MAX. MIN 1-1/4' EMBEDMENT <br />2 X 8 (MIN 2 X 9) 2-3/16TAF'CQR <br />OR DRIVE PM (MIN SHANK SMEJ•49 <br />MIN HEAD SIZE 300 <br />2X4 SOLID BLOCKING <br />MIN EMBEDMENT 111 <br />SEGUE TO SHEATHING W/ <br />8' PROM EACH END AND b' <br />MIN. 2-t2d PER 15LK EA. END <br />OZ. MAX MIN 1-V4' EMBEDMMENT <br />1/16' OSB S IEATHNG <br />CM WALL <br />ARCHWAY DETAIL <br />1 16" ANDALE, Al-.'VZ'•' <br />DEL. TOP PLATE <br />2X4 16. CC, MAX <br />SECURE 2X4 TO <br />WOOD 02-Ud a 6'-e' <br />OL. STACeARED <br />PIN (MIN. SHANK SIZE <br />J45 MIN. HEAD SIZE <br />3" MIN <br />EMBEDMENT 0.1 WAN <br />8' EA END NOT TO ARCHWAY <br />EXCEED I8' OL. <br />MAX <br />2X4 SOLD 6T. PLATE <br />BLOCKING SECURE 1/U.' PLYWOOD. <br />TO SHEATHING WITH OR TA6' OARS <br />MIN. 2-12d PER BLK <br />EA. END <br />EXTERIOR ARCHWAY <br />aJ SCALE: IR'•1'-0' <br />lO. T,W OSB. OR;4' PLYWOOD SHEATHING <br />O -90 BLDG FELT <br />0 24• WOE 26 GA GALVANIZED METAL <br />FLASHING <br />MST ADD DBTO, 36- WIDE MD <br />AND MST BE A MN 24' WIDE METAL. <br />O5 FIBERGLASS SHINGLES <br />DBL. TOP PLATE <br />2X4 I6. OL. MAX <br />SECURE 2X4 W/ 24W <br />TAPCONS OR DRIVE PIN <br />(MN. SHANK SIZE 145 MIN <br />HEAD SIZE MO MN <br />EMBEDMENT I & W/H 8' <br />EA END NOT TO EXCEED <br />B' OZ. MAX <br />2X4 50LIC <br />BLOCKING SECUR <br />TO SHEATHING UM <br />MIN. 2-12d PER SLK <br />EA E'N[+ <br />WITH WINDOW <br />� SCALE:IR••r-0• <br />PIsECAST HEADEWMIN) <br />2 X 4 (MIN 2 X 3) 1-3/N• TAPCCN <br />OR DRIVE PIN (MIN SHANK SIZEJ45 <br />MN HEAD SIZE MO <br />MIN EMBEDMENT 1 1/4') <br />8' FROM EACH END AND IB' <br />0C. MAX. MN 1-1/4' EMBEDMENT <br />2 X 6 MM 2 X 3) 2-3/16 TAPCCN <br />OR DRIVE PM (MIN SHANK SIZEJ45 <br />MN HEAD SIZE 300 <br />MN EMBEDMENT I V4') <br />8' FROM EACH END AND 16' <br />O.C. MAX. Mr"'1-V4' EMBEDMENT <br />2 X 8 MIN 2 X 3) 2-3116 TAPCON <br />OR DRIVE PIN (MIN SHANK SUE.148 <br />MIN HEAD 812E 300 <br />1/I6' 08B BHEATIQ <br />MIN EMBEDMENT I 1/4*) <br />2X4 K' OL.MAX' MA <br />8' FROM EACH END AND IS' <br />(WHEN OVER M' INHEGI4T-) <br />O.C. MAX. MIN 1.1/4' EhBEDMENT <br />2X4 SOLID BLOCKING — <br />SECIIE TO SHEATHING UV <br />MR 2-12d PER BLK EA END <br />ARCHWAY DETAIL <br />4 16 AND UP <br />SCALE, tR'•I'-0' <br />CLOSED VALLEY FLASHING DETAIL <br />�'JJ NTS. <br />IR' BOARD 4 TENT. <br />SIMPSON <br />SIMPSON SP4 <br />DBLTR1B8 <br />2X4 D. TOP PLATE <br />ISL <br />SP4 32' <br />O.C. <br />• 32' OC. <br />iR' DRYWALL <br />2X4 WOOD STUDS alb' OC. <br />UNTO. ON TRUSS PLAN <br />2X4 CONT. STRESS <br />BLOCKING MID -WALL <br />2X4 PT. PLATE <br />SIMPSON 8P4 <br />32' O.C. MAX <br />1/2"' AB. 32' OL. <br />TI EMOIEDMENT <br />CONC. SLAB <br />2 ai'a CONT. <br />1-STORY <br />7 INT. BEARING WALL <br />SCALE, IR'.I'-0' <br />NOTE, FOR 11UALL8 WINO UPLIFT OR <br />HAS FLOOR LOAD ONLY. DO NOT <br />INSTALL CONNECTORS. <br />DOUBLE TOP PLATE <br />2X4 C74TMOUS STRESS <br />BLOCKING MID WALL <br />2x4 STUDS a 16' OZ. MAX, <br />UDA <br />j' T 4 G SIBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />IST FLOOR STUDS TO <br />214D FLOOR STUDS <br />SIMP50N MSTA-36 a 32' <br />O.C. MAX <br />PRE-EW. FLOOR TRUSS <br />DOUBLE TOP PLATE <br />2.4 CONTINOUS STRESS <br />BLOCKING MID WALL <br />2.4 STUDS a 16' OC. MAX, <br />WONL <br />IR' GYP. W-. BD. <br />SECURE ST. PLATE TO SLAE <br />W/ 1,'. S' ANCHOR BOLT W/ 2' <br />WASHER SET IN SIMPSON <br />HIGH STRENGTH EPDXY T' <br />EMBED. MIN <br />SIMPSON SP4 a 32. O.C. MA: <br />%11NT. 2-STORY L.B.W. <br />SCALE: IR'.I'-0- <br />PRE-ENG TRUSSES <br />CONV. FRAMED RAFT <br />a' O.S.B. SHEATHING OR I' <br />COX PLYWOOD SECURED <br />PER FASTENER SCHEDULE <br />2x4 BLOCKING UNDER <br />WALL STUDS SCARE <br />BETWEEN TRUSS BAYS W/ <br />(3) 12d'= EACH END <br />2. DOUBLE TOP PLATE <br />STUDS a W' OL. <br />MTS-U a 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 />WR-12d8 6'-8' OZ. MAX <br />T/8' TEXTURED FNISHN <br />-1/16' O86 SHEATHING <br />2 X 4 *'Or— MAX <br />(WHEN OVER W 1N HEIGHT.) <br />2 X 4 (UFEN OVER IS' M MIGHT.) <br />1/4'TEMPERED MASONITE <br />GLUE 4 NAIL W/bd'S 8'-I2' OL. <br />IF PEEPED. <br />2 X SOLID 9LKY. a ARCH <br />SECS W/2.124 EACH END <br />ATTACHMENT PER <br />MANIFACTUIER'S SPECS. <br />MTL WOW FRAME <br />'NOTE: NO GAP • LLDIU PRAMS <br />TO EXCEED 1/4' <br />%1 ARCHWAY DETAIL <br />� CUTAWAY <br />1-1 SCALE: PRY <br />2 X 4 MN 2 X 3) 1-3A6 TAPCON <br />OR DRIVE PIN (MIN SHANK SIZEJ45 <br />MN HEAD SIZE 300 <br />MIN EMBEDMENT1 1u') <br />S.FROM EACH END AND 18' <br />EXISTING BLK ASV. <br />CZMAX. MIN 1-1/4- EMBEDMENT <br />1/4' TEXTU ED FINISH <br />2 X 6 (MIN 2 X 3) 2-3A6 TAPODN <br />TAY TEXTURED FINISH <br />OR DRIVE PIN MIN SHAW SIZEJ45 <br />MN HEAD SIZE 300 <br />1/16' OSB SHEATHING <br />MIN EMBEDMENT 1 1/4') <br />0' FROM EACH END AND m' <br />2 X 4 li' Ot. MAX. <br />OL. MAX MIN"14' EMBEDMENT <br />(WHEN OVER Ka' IN HEIGHT-) <br />2 X 4 (WHEN OVER IS- <br />2 X 8 (MN 2 X 3) 2-3/I6 TAPCON <br />16' IN HEIGHT-) <br />OR DRIVE PM MIN SHANK SIZEAS <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />2 X SOLID BLK'G • ARCH <br />SECURE WR-Ud EACH END <br />W FROM EACH END AND B' <br />ATTACHMENT PER <br />OL. MAX MIN 1-1/4' EM I EDMENT <br />MANFACTLMR'S SM". <br />MTL MJUI FRAME <br />114' TEMPERED MASMITE <br />4NOTE: NO GAP a WOW FRAME <br />GLUE 4 NAIL W/Sd'S W-12' OC. <br />TO EXCEED 1/4- <br />IF NEEDED. <br />ARCHWAY DETAIL <br />B CUTAWAY <br />SCALE: IR'.1•_0• <br />ROOF TRUSS UPLIFT <br />CONNECTOR NOT <br />SHOU-N FOR <br />CLARITY (SEE <br />SHOP DUr.S.) <br />EXTERIOR WALL <br />SHEATHING (SEE <br />NOTES) FASTEN EACH STUD <br />TO DBL. TOP PLATE <br />W/ USP SPT24 NAIL <br />PER MANUF. SPECS. <br />SECTION AT TOP <br />D <br />SCALE: NTS <br />OF EXTERIOR WALL <br />ASPHALT SHINGLES OVER <br />30 FELT ON 1/16' OSB. <br />PRE-ENG GABLE TRUSS <br />SPF STIFFBACK <br />(SEE SEALO EW- PACK FOR <br />SIZE 4 CONNECTION) <br />2x4 SFF BLOCKING BETWEEN TRUSSES <br />WERE 'X• BRACING IS PRESENT <br />COIN. 2.4 SFF RAT RUN ' <br />SECURED UV (2) 12d'a a EACH <br />TRUSS <br />(2) 2x4 7 S.YP. DIAGONAL BRACE W/ (3) <br />12d.6 a EACH TRUSS (DIAGONAL <br />X-BRACING TO COVER S-TRUSSES <br />p GYPSUM BOARD OR I' <br />HIGH STRENGTH CLG <br />NOTE: BOARD <br />DIAGONAL BRACE a CENTER OF TRUSS SPAN OR HIGHEST RIDGE. <br />DIAGONAL BRACE TO BE a ANY SPAN B'-0' OR GRATER REFER 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 EODUALY FROM CENTER TO END <br />@GABLE X-BRACING <br />1 v SCALE: IR'.1'-0' <br />2x RIDGE ONE SIZE LARGER <br />THAN RAFTER SIZE <br />Milt (3) 12d NAILS OR <br />MIN. (4) 10d GUN NAILS <br />b16 COLLAR TIE AT EVERY OTHER <br />RAFTER W/ <br />MIN. (3) 12d NAILS OR <br />MIN. (4) 10d GUN NAILS <br />2. RAFTERS <br />Ix8 NAILER SECURE TO TRUSSES <br />BELOW IIU <br />(2) 12d NAILS OR <br />(3) IOd GUN NAILS a EA TRIM <br />RAFTER TO TRUSS MTS-12 <br />CREATE VOID FOR STRAP <br />ROOF DECKING <br />PRE-ENG TF <br />PRE-ENG <br />CONY. FRAMED ROOF <br />1v SCALE: V2'•I'-®• <br />0-0' 70 30'-0' (1)'X' BRACE <br />30-I• TO 60'-0' (3) 'X' BRACE <br />(I 'X' BRACE a CENTER) <br />(2 'X' BRACE DIVIDED ECIUALY FROM CENTER TO END) <br />FIBERGLASS SHINGLES OVER —� <br />a30 FELT ON T/I6' OSB. <br />(2) 2X4 4 SYP DIAGONAIL BRACE <br />W/ 3-12d a EA TMM ( 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 />OFF STIFFBACK <br />(SEE SEALD EW PACK FOR <br />SIZE 4 CONNECTION) <br />cLr2MlOr1 <br />1/16' OSB SHEATHING TRUSS 24' oc. <br />USE Sd NAILS AT <br />4' oc. EDGE 4 6' ox:. FIELD <br />1R' CLG. BOARD <br />2X4 W/ 3/8' X 5 LAG 632' OC. M NAIL CONT. RAT RUN TO <br />OR SIMPSON META-2 s 92' OZ. M %. TRUSS W/ (2) 12d a EA TRUSS <br />2X4 SYP RAT ADJACENT <br />70 DIAGONAL BRACE. <br />SHEATHING NAILITY= TO BE <br />6' O.C. IN FIELD DBL TOP PLATE <br />4. OZ.-ALL EDGES WOd NAILS <br />2X4 STUD W' OL. MAX. <br />n2-STORY GABLE END CROSS BRACING <br />SCALE: IR'•I'-0' <br />• im UPLIFT <br />5IMP50M HTSM20 <br />WAO 10d TO TF318S <br />AND (4) V4' x 2 114. <br />TAPC0NS TO COW <br />POURED LINTEL <br />• 23W UPLIFT <br />(2) SIMPSOM WTSM20 <br />INSTALLED ON OP"ITE <br />FACES OF BLOCK WALL <br />W/10 IOd TO TRUSS <br />AND (4) 1/4' x 2 1/4, <br />( 1TRUSS ANCH OR RETROFIT <br />N.TS. <br />12' <br />FINISH 4a LANDING: <br />3/4' PLYWOOD FF. �- <br />�— <br />I <br />DBL 2X6 � <br />36' MIN. FINISH <br />1 3/4' PLYWOOD WITH <br />LANDING DETAIL 4 12-0 COMMONS WINDER DETAIL <br />\ NAILED RIN R <br />FINISH LANDIN PLYWOOD INTO <br />3/4' PLYWOOD FF_ EACH STRINGER <br />3-2xl2 SYP STRINGER ' DBL 2XI2 <br />REINFORCED W/2X4 SPFOROOR JOIST <br />W/CONT. BEAD OF <br />SUB -FLOOR ADHESIVE <br />FL-400 OR SIMILAR 0 <br />EA HORIZONTAL RUN <br />SECURE TREADS TO STRINGER <br />W/(3)IH8 3' SCREWS 0 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 />GRASPABI L ITY <br />WINDERS- MIN. Fi' WIDE ® NARROW END <br />MIN. 11' WIDTH 6 12' FROM NARROW END <br />34' MIN. HANDRAIL HGT. <br />2XI2 TREAD <br />CUT TO FIT <br />IX8 RISER <br />10, <br />z HAND RAIL <br />1/2 DRYWALL <br />IXIO TRIM <br />I' NOSING TYP. <br />(3) 10d CUT NAILS <br />0 2X4 P.T. <br />�. X <br />SLEEPER INTO <br />m <br />SLAB <br />3 STAIR SECTION DETAILS <br />SCALE: 3/4'=V V <br />A R C N IT E C T S <br />6 <br />Design <br />Grou IR�. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774,6078 <br />FAK 407-7744078 <br />www.abdmlgngroup.com <br />AA p: 0003326 <br />F <br />w <br />h <br />4 <br />W <br />0 <br />0 <br />F <br />O <br />u <br />1*1 <br />aumrv. at WTIN <br />SILVERADO <br />LOT 47 <br />BLK 6 <br />ROM 00 04761 <br />MODRU <br />4EHB <br />"2605— HAYDEN" <br />GARAGE 87I1290: <br />LEFT <br />PAGM: <br />MISC. <br />DETAILS <br />150 MPH EXP. B <br />ARCHITECT: <br />-11 <br />STATE OF FL A <br />EARNOM937;,2'3 <br />HACRA <br />r <br />10/20/17 1/4"=1'-0" <br />D5 <br />