Laserfiche WebLink
PRECAST HEADER(MIN) <br />2 X 4 (MIN 2 X 3) 1-3/I6 TAPCCN <br />OR DRIVE PIN (MIN SHANK SIZEU4b <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4'"N�.2 <br />8' FROM EACH END AND BOC. <br />MAX MIN I-V4'EMBEDMEN2 X 6 (MIN 2 X 3) 2.3/I6 TAPCO04OR <br />DRIVE PN (MIN SWANK VIEWSMIN <br />HEAD SIZE 300MN <br />EMBEDMENT 1 1/4'8'FROM <br />EACH END AND BO.CMAX <br />MIN 1-1/4' EMBEDMENT <br />2 X 8 (MN 2 X 3) 2-3/16 TAPCONORDRIVE <br />PN (MN SWANK SIZE143 <br />MIN HEAD SIZE 300ID <br />BLOCKINGMN <br />EMBEDMENT 11/4')TO <br />SHEATHING W/8' <br />FROM EAGN END MID IB' <br />PER BLK EA ENDO.GMAX <br />MIN 1-1/4' EMBEDMENT <br />SHEATHING <br />ARCHWAY DETAIL <br />r-j116" AND UNDER <br />'L 5CALE: I2'•I'-0' <br />DBL. TOP PLATE <br />2X4 16' O.C. MAX. <br />SECURE 2X4 TO <br />J WV2-12d . 6'-A' <br />PIN (MIN. SWANK SIZE <br />.145 MIN. HEAD SIZE <br />300 MR_ <br />8E'MBE' EA. V No0 WAN ARGI•-IlllAi' <br />EXCEED B'OC, <br />MAX <br />2X4 60LD BT. PLATE <br />BLOCKING SECURE V2' PLYWOOD. <br />TO SHEATHING WITH OR 1/16, DADS. <br />MIN. 2.12d PER MILK <br />EA. END <br />rg1EXTERIOR ARCHWAY <br />� 6CALE: I2'•I'-0' <br />0 1,W OAS. OR IF PLYWOOD SHEATHING <br />(2) 30 BLDG. FELT <br />® 24' WIDE 26 GA. GALVANIZED METAL <br />FLASHING <br />O MUST ADD DIS10, 36' WIDE AND <br />AND MUST BE A MN 24' WIDE METAL. <br />Ob FIBERGLASS SWINGLE$ <br />TRUae SIMPSON - <br />1/2' CLG. BOARD 4 TEXT. SP4 . 3iV <br />SIMPSON SP4 2X4 DBL. TOP PLATE OC, <br />• 32, C.C. 112' DRYWALL <br />2X4 WOOD STUDS 016' OC., <br />UN.O. ON TRUSS PLAN <br />2X4 CONT. STRESS <br />BLOCKING MID -WALL <br />JT XPLATE <br />4 SP4 <br />2' OC. MA2'X9AS. 32' O.C. <br />EMBEDMENT <br />CONC. SLAB <br />2 9'. COW. <br />1-STORY <br />,.7 INT. BEARING WALL <br />SCALE, I2'•I'-0' <br />NOTE. FOR WALL. WMO UPLIFT OR <br />WAS FLOOR LOAD ONLY, DO NOT <br />INSTALL CONNECTORS. <br />DBL. TOP PLATE <br />2X4 16' O.C. MAX <br />SECURE 2X4 W/ 2-V <br />TAPC'A* OR DRIVE PIN <br />(MR SHANK SIZE .HIS MIN <br />HEAD SIZE 300 MN. <br />EMBEDMENT I Y+' W/IN S. <br />EA END NOT TO EXCEED <br />10' OC. MAX <br />2X4 SOLIC <br />BLOCKING SECURE <br />TO BHIEATHIN6 WITH <br />MN. 2-12d PER BLK <br />EA. ENS <br />PRECAST HEADERMIN) <br />2 X 4 (MN 2 X 3) 1-3A6 TAPCCN <br />OR DRIVE PIN (MN SWANK SIZE.I45 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 114') <br />6' FROM EACH END AND w- <br />O.C. MAX. MIN I-1/4' EMBEDMENT <br />2 X 6 MN 2 X 3) 2.5/16 TAPCON <br />OR DRIVE PIN (MIN 614 H* K 81ZE.14S <br />MN HEAD 812E 300 <br />MIN EMBEDMENT 1 1/4') <br />a' FROM EACH END AND 18' <br />O.C. MAX MN I-1/4' EMBEDMENT <br />2 X 8 (MN W TAPCCN 2 X 3) 2.3/ <br />OR DRIVE PIN (MIN 6HAW SIZE.145 <br />MN HEAD SIZE 3M <br />1/16' OBB 9HEATNRJCG <br />MIN EMBEDMENT 1 1/4') <br />2X4 16. OC. MAX <br />6' FROM EACH END AND It' <br />(WHEN OVER I6' IN HEIGHT.) <br />D.C. MAX. MIN 1-1/4' EMBEDMENT <br />2X4 SOLID BLOCKING — <br />SEGURE TO SHEATHING W/ <br />MIN 2-12d PER BLK EA END <br />ARCHWAY DETAIL <br />�1 16 AND UP <br />SCALE, 12'•I'-0' <br />5 CLOSED VALLEY FLASHING DETAIL <br />N.TA. <br />4MING MID WALL <br />STUDS . 16, O.C. MAX, <br />$' T 4 G SUBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />1ST FLOOR STUDS TO <br />2ND FLOOR STUDS <br />SIMPSON MBTA-36 . 52' <br />O.C. MAX <br />PRE-ENG FLOOR TRUSS <br />DOUBLE TOP PLATE <br />2.4 CONTINOU6 STRESS <br />BLOCKING MID WALL <br />2x4 STUDS . 16' O.C. MAX <br />U ON. <br />1/1' GYP. WL. DD. <br />SECURE BT. PLATE TO SLAB <br />W/ I'x9' ANCHOR BOLT W/ 2' <br />WASHER SET IN SIMPSON <br />HIGH STRENGTH EPDXY 1' <br />EMBED. MIN. <br />SIMPSON SP4 . 32' D.C. MAX <br />8 INT. 2-STORY L.B.W. <br />SCALE, V2'•I'-O' <br />PRE-ENG TRUSSES OR <br />CONY. FRAMED RAFTERS <br />J' OAB. SHEATHING OR I' <br />COX PLYWOOD SECURED <br />PER FASTENER SCHEDULE <br />2.4 BLOCKING UNDER <br />WALL STUDS SCORE <br />BETWEEN TRUSS BAYS W/ <br />(3) 12d'. EACH END <br />2. DOUBLE TOP PLATE <br />STUDS . 16, O.C. <br />MRS-12 . EVER STUD <br />2X4 57. PLATE <br />DORMER <br />9 ATTACHMENT <br />SCALE, I2'•I'-0' <br />DBL. TOP PLATE <br />SECURE 2 X RIP TO FIT <br />W2.12d8 6'-a' OC. MAX. <br />1/0' TEXTURED FINISH <br />1/I6' OSB SHEATHNG <br />2 X 4 K'O,C. MAX <br />(WHEN OVER IS' N HIEGHT.) <br />2 X 4 (WREN OVER 16' IN HIEGHT.) <br />1/4' TEMPERED MA60NITE <br />GLUE 4 NAIL W/ed'S W-12' O.C. <br />IF NEEDED. <br />2 X SOLID BLKY.. ARCH <br />SECURE W12-12d EACH END <br />ATTACHMENT PER <br />MANUFACTURER* SPECS. <br />MTL WOW FRAME <br />-NOTE: NO GAP • UIDIU PRN"E <br />TO EXCEED 1/4' <br />ARCHWAY DETAIL <br />A CUTAWAY <br />SCALE: V2'•I'-0' <br />2 X 4 (MN 2 X 3) 1.3/16 TAPCON <br />OR DRIVE PIN MN SHANK SIZE.14. <br />MN HEAD 61ZE 300 <br />MN EMBEDMENT 1 1/4') <br />8' FROM EACH END AND IS' <br />EXISTING BILK ASV. <br />O.C. MAX MIN 1-114' EMBEDMENT <br />V4' TEXTURED FINISH <br />2 X 6 MIN 2 X 3) 2-3/I6 TAPCON <br />1/6' TEXTURED FINISH <br />OR DRIVE PIN (MN SHANK SIZE.145 <br />MN HEAD SIZE 300 <br />1/16' O8B 844EATWNG <br />MN EMBEDMENT 1 1/4') <br />8' FROM EACH END AND B' <br />2 X 4 16' O.C. MAX. <br />O.C. MAX. MIN I-V4' EMBEDMENT <br />(WHEN OVER 16' IN HEIGHT.) <br />2 X 4 (WREN OVER 16' <br />P <br />2 X 8 (MN 2 X 3) 2-3/16 TACON <br />16,' IN HEIG HT.) <br />OR DRIVE PIN (MIN SWANK SIZEHS <br />MN HEAD SIZE 3" <br />MN EMBEDMENT 1 V4') <br />2 X SOLD BLK'G . ARCH <br />-Rid EACH END <br />6' FROM EACH END AND B' <br />ATTACHMENT PER <br />OC, MAX MIN I-V4' EMBEDMENT <br />MANUFACTURER'S SPECS. <br />MTL WOW FRAME <br />1/4' TEMPERED MASONITE <br />'NOTE' NO GAP . WOW FRAME <br />GLUE 4 NAIL W/8d'S W-12' OC. <br />TO EXCEED 1/4' <br />IF NEEDED. <br />ARCHWAY DETAIL <br />CUTAWAY <br />SCALE: V2'•1'-0' <br />ROOF TRUSS UPLIFT <br />CONNECTOR NOT <br />SHOUN FOR <br />CLARITY (SEE <br />SHOP DUKsS.) <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 SHINGLES OVER <br />30 FELT ON 1116. OAS. <br />PRE -ENS GABLE TRIBS <br />SPF STIFFBACK <br />(SEE SEALD ENG, PACK FOR <br />SIZE 4 CONNECTION) <br />2.4 SPF BLOCKING BETWEEN TRUSSES <br />WHERE 'X' BRACING IS PRESENT <br />CONT, 1,4 SPF RAT I2UN <br />SECURED W/ (2) 12d'.. EACH <br />TRUSS <br />(2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ (3) <br />12d'.. EACH TRUSS (DIAGONAL <br />X-BRACING TO COVER 5-TRUSSES <br />B' GYPSU'1 BOARD OR I' <br />HIGH STRENGTH CLG. <br />NOTE: BOARD <br />DIAGONAL BRACE . CENTER OF TRUE. SPAN OR HIGHEST RIDGE. <br />DIAGONAL BRACE TO BE . ANY SPAN B'-0' OR GRATER REFER TO <br />TRU56 ENG. FOR ADDITIONAL HORIZONTAL TRUSS REIW--ORCEMENT. <br />0'-O' TO 30'-0' (1)X-BRACE <br />30'-1' TO 60'-0' (3) X-BRACE (1) X-BRACE . CENTER AND (2) <br />BRACE DIVIDED EQUALY FROM CENTER TO END <br />o GABLE X-BRACING <br />lv SCALE: 1/1'•1'-0' <br />2x RIDGE ONE SIZE LARGER <br />THAN RAFTER SIZE <br />MIN. (9) 12d NAILS OR <br />MIN_ (4) 10d GUN NAILS <br />Ix6 COLLAR TIE AT EVERY OTHER <br />RAFTER W/ <br />MIN (3) 12d NAILS OR <br />MIN. (4) 10d GUN NAILS <br />2x RAFTERS <br />b,S NAILER SECURE TO TRUSSES <br />BELOW Wd <br />(2) 12d NAILS OR <br />(3) 10d GUN NAILS . EA TRUSS' <br />RAFTER TO TRUSS MTS-12 <br />CREATE VOID FOR STRAP <br />ROOF DECKING OVER <br />PRE-ENG TRI188E8 JJ// <br />Fi7E•ES TRUSS <br />a TEa ,TE G_NNEGTIDN CONV. FRAMED ROOF <br />MSTA-24 RAFTER TO BLK'G SCALE: V!'•I'-0' <br />BETWEEN TRUSSES <br />0'-0' TO 30'-0' (1) -A. BRACE <br />30'-1' TO bV'-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 ON T/I6' OAS. <br />(2) 2X4 -2 SYP DIAGONAIL BRACE —� <br />W/ 3-12d . EA TRIM ( DIAGONAIL BRACE <br />TO COVER 5-TRUSSES <br />2X4 BLOCKING WERE 'X' BRACNG <br />19 PRESENT <br />(2) IOd NAILS EA END <br />TO TRUSS <br />SPF STIFFIBACK <br />(SEE SEALD ENG. PACK FOR <br />SIZE 4 CONNECTION) <br />1/I6' 09B SHEATHING — <br />USE Sd NAILS AT <br />4' oo, EDGE 4 6' — FIELD <br />2X6 W/ 3/8' X 5 Lqq1G .32' OC. <br />OR 91MF'8AN M iA-24 . 32' D.C. <br />SHEATHING NAILING TO BE <br />6' O.C. IN FIELD <br />4' CC. -ALL EDGES W/Sd NAILS <br />1/2' CLG. BOARD <br />NAIL CONT. RAT RUN TO <br />TOW" W/ (2) 12d . EA TRUSS <br />2X4 SYP RAT ADJACENT <br />TO DIAGONAL BRACE, <br />DBL TOP PLATE <br />2X4 STUD 16' OC. MAX. <br />n2-STORY GABLE END CROSS BRACING <br />SCALE: 1/1'•1'-0' <br />• 1115 UPLIFT <br />SIMP90M HT.M20 <br />W/10 10d TO TRUSS <br />AND (4) V4' x 2 I/4' <br />T.TO CONT <br />POURED LINTEL <br />• 2350 UPLIFT <br />(2)SIMPSOM HTSM20 <br />INSTALLED ON OPPOSITE <br />FACES OF BLOCK WALL <br />WAO Od TO TRUSS <br />AND (4) 1/4' x 2 V4' <br />TAF-ONS TO CONT <br />gTRUSS ANCHOR RETROFIT <br />N,TA. <br />12' Z <br />FINISH o LANDING y: <br />3/4' PLYWOOD F.F. -71 <br />z <br />- CL <br />DBL 2X6 <br />I <br />36" MIN. FINISH <br />3/4' PLYWOOD WITH <br />LANDING DETAIL 4 12-D COMMONS WINDER DETAIL <br />NAILED THRU 3/4' <br />FINISH o LANDING PLYWOOD INTO <br />3/4' PLYWOOD F.F. EACH STRINGER <br />LESS THAN 4" 7YP. <br />3-2xl2 SYP STRINGER DBL 2XI2 2XI2 TREAD ETWEEN SPINDLES <br />REINFORCED W/2X4 SPF�LOOR JOIST CUT TO FIT <br />w/CONT. BEAD OF IXS RISER <br />SUB -FLOOR ADHESIVE m' <br />PL-400 OR SIMILAR m HAND RAIL <br />Z <br />EA HORIZONTAL RUN > <br />SECURE TREADS TO STRINGER m <br />m1 <br />W/(3)18 3' SCREWS 6 EA v <br />STRINGER, UNTHREADED SHANK 1/2' DRYWALL <br />TO EXTEND BEYOND THICKNESS <br />OF SUB -FLOOR SHEATHING IX10 TRIM <br />NOTE: 1' NOSING TYP. <br />STAIRS RISERS TO CONFORM <br />TO FBCR 5TH EDITION (2014) (3J 10d CUT NAILS <br />MIN. TREAD 10% MAX. RISER 1-3/4' <br />3/16' MAX. VARIATION IN RISERS/TREADS SLEEPER INTOQ <br />ADJACENT TO EACH OTHER SLAB r <br />3/5' MAX, VARIATION IN ANY RISER/TREAD <br />HANDRAIL CIRCULAR CROSS SECTION DIA. <br />TO BE 1 3/4' +-1/4' OR PROVIDE EQUIVALENT <br />GRASPA51LITY 3 STAIR SECTION DETAILS <br />WINDERS- MIN. 6' WIDE s NARROW END <br />MIN. 11' WIDTH m 12' FROM NARROW END SCALE: 3/4".I'-0- <br />34' MIN. HANDRAIL HGT. <br />■ F Y 4 T C C T a <br />Design <br />Grou IRe. <br />L441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX:407-774.4078 <br />www.abdesigngfoup.com <br />AA #: 0003325 <br />F <br />h <br />Lam, <br />O <br />C <br />U <br />0 <br />F <br />O <br />Qum d6 TAT: <br />SILVERADO <br />LOT #2 <br />BLK #7 <br />PROJECTjp <br />04128.000-00271 <br />xoDau <br />4EBB <br />"1828—CALI" <br />GARAGE BWMG: <br />LEFT <br />PAGE: <br />MISC. <br />DETAILS <br />150 MPH EXP. B <br />ARCHITECT: <br />STATEOF FLDWA <br />Wbo-2: <br />VR0LANMDA.lB=HACRA <br />AR NO 93723 <br />DAMAk 10/20/17 <br />SCALE: 1/4"=1'-O" <br />elEmET <br />D 5 <br />