Laserfiche WebLink
a e e u E r e e r g <br />PRECAST HEADER(MIN) <br />2 X 4 (MIN 2 X 3) 1-3Ab TAPCON <br />OR DRIVE PIN (MIN SHANK SIZEJ45 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />8' FROM EACH END MID B' <br />OL. MAX MIN 1-1/4' EMBEDMENT w <br />l6 <br />2 �b (MIN 1 X 3) 2-3/TAPCON �x <br />OR RIVE PIN (MIN SHANK SIZE.145 w_. <br />- <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />8' FROM EACH END AND B' <br />OL. MAX MIN 1-I/4' EMBEDMENT <br />2 X 8 (HM 2 X 3) 1-3/16 TAPGCN <br />OR DRIVE PIN (MIN SHANK SIZEJ45 <br />MIN HEAD SIZE 300 <br />2X4 SOLID BLOCKING <br />MIN EMBEDMENT 1 1/4') <br />SEGO TO SHEATHING W/ <br />S.FROM EACH END ARID B' <br />MIN. 2-12d PER BLK EA END <br />O.C. MAX. MIN 1-114' EMBEDMENT <br />"IA6- OSB SHEATHNW. <br />CMJ WALL <br />DBL. TOP PLATE <br />2X4 I6' OL. MAX <br />SECURE 2X4 TO <br />WOOD W/2-12d a b'-0' <br />OL. STAGGERED <br />SECURE 2X4 W/ 2-%' <br />TAPCONS OR DRIVE <br />PIN (MIN. SHANK SIZE <br />J45 MIN. HEAD 61ZE <br />300 MIN. <br />EMBEDMENT I Y' W/IN <br />8' EA END NOT TO <br />EXCEED 10' OC. <br />MAX <br />2X4 SOLID <br />BLOCKING SECURE <br />TO SHEATHING WITH <br />MIN 2.12d PER BLK <br />EA. Elm <br />ARCHWAY DETAIL <br />ri116" AND UNDER <br />SCALE: I!['.I'_0• <br />3 EXTERIOR ARCHWAY <br />SCALE: I2' • I'-0--- <br />lO. Tg 0.6.6. OR I/2' PLYWOOD SHEATHING <br />7O. W SLOG. FELT <br />O3 24' WIDE 26 GA. GALVANIZED METAL <br />FLASHING <br />4O. MUST ADD DISlO, 36' WIDE AND <br />AND MUST BE A MIN 24' WIDE METAL. <br />® FIBERGLASS SHINGLES <br />III 7-7pFM-rZr5 TRUSS <br />12' CLG. BOARD 4 TEXT. <br />aIMPSON SP4 2X4 DBL TOP PLATE <br />EVERY 12' DRYWALL <br />OTHER STUD 2X4 WOOD STUDS a16' OL., <br />UNO, ON TRUSS PLAN <br />2X4 CONT, STRESS <br />BLOCKING MID -WALL <br />2X4 PT. PLATE <br />SIMPSON SP4 s <br />32, oz. MAX <br />12'X5' A.S. 32O.C. <br />1'EM15EDMENT <br />CONK. SLAB <br />2 S'e CONT. <br />1—STORY <br />INT. BEARING WALL <br />6 SCALE: 12'.I' <br />NOTE: FOR WALLS WINO UPLIFT OR <br />HAS FLOOR LOAD ONLY, DO NOT <br />INSTALL CONNECTORS. <br />SIMPSON <br />SP4 a <br />EVERY <br />OTHER <br />STUD <br />DBL. TOP PLATE <br />2X4 16- OL, MAX <br />SECURE 2X4 W/ 2-4w <br />TAFCONS OR DRIVE PIN <br />IMIN. 614AM SIZE .145 MM. <br />DEAD SIZE 'N MIN. <br />EMBEDMENT I Ys' W/N e' <br />EA END NOT t0 EXCEED <br />18' OL. MAX <br />2X4 50LIC <br />BLOCKING SECURE <br />TO SHEATHING WITI• <br />MIN. 2-12d PER BLK <br />EA. END <br />EXTERIOR ARCHWAY <br />WITH WINDOW <br />�- SCALE: 1/2'.I'-0' <br />PRECAST HEADEWMIN) <br />2 X 4 (MIN 2 X 3)1-3/16 TAPCON <br />OR DRIVE PIN (MIN SHANK SIZEJ45 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />8' FROM EACH END MID IS- <br />OL. MAX. MIN 1- 1/4' EMBEDMENT <br />2 X b (MIN 2 X 3) 2-3A6 TAPCON <br />OR DRIVE PIN (MIN SHANK SIZEJ45 <br />MN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />8' FROM EACH END AND IS- <br />O'. MAX. MIN 1-1/4' EMBEDMENT <br />2 X 8 (MIN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PIN (MIN SHANK SIZE.145 <br />MIN HEAD SIZE 300 <br />1/16' OSB SHEATHING <br />MIN EMBEDMENT 1 I/4') <br />2X4 16- OL. MAX <br />S.FROM EACH END AND I8' <br />(WHEN OVER 16' IN HEIGHT.) <br />OL. MAX MIN 1.1/4' EMBEDMENT <br />2X4 SOLID BLOCKING — <br />SECIIRE TO SHEATHING W/ <br />MIN. 2-12d PER BLK EA END <br />ARCHWAY DETAIL <br />4 16 AND UP <br />SCALE: I/2'.I'_0• <br />5 CLOSED VALLEY FLASHING DETAIL <br />N.T.S. <br />DOUBLE TOP PLATE <br />2.4 CONTINOUS STRESS <br />BLOCKING MID WALL <br />2.4 STUDS a 16' O.C. MAX, <br />UON. <br />9' T 4 G W13FLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />191 FLOOR STUDS TO <br />2ND FLOOR STUDS <br />SIMPSON META-36 • 32' <br />O.C. MAX <br />PRE-ENG FLOOR TRUSS <br />DOUBLE TOP ELATE <br />2x4 CONTINOUS STRESS <br />BLOCKING MID WALL <br />2.4 STUDS s 16' O.C. MAX, <br />UON. <br />12' GYP. WL. BD. <br />SECURE BT. PLATE TO SLAB <br />W/ JJ'x5' ANCHOR BOLT W/ 2' <br />WASHER SET IN 61MPSON <br />HIGH STRENGTH EPDXY T' <br />EMBED. MIN. <br />SIMPSON SP4 a 92' OL. MAX <br />7 INT. 2—STORY L.B.W. <br />SCALE: 12'.I'-0' <br />PRE-ENG TRUSSES OR <br />CONV. FRAMED RAFTERS <br />OBJS. SHEATHING OR I' <br />CDX PLYWOOD SECURED <br />PER FASTENER SCHEDULE <br />2x4 BLOCKING UNDER <br />WALL STUDS SCURE <br />BETWEEN TRUSS BAYS W/ <br />(3) 12d'= EACH END <br />2. DOUBLE TOP PLATE <br />STUDS s 16' or. <br />MTS-12 a EVER STUD <br />2X4 BT, PLATE <br />DORMER <br />8 ATTACHMENT <br />SCALE: 12'•I'-0' <br />DEL. TOP PLATE <br />SECURE 2 X RIP TO FIT <br />W2-12dS 6'-8' OZ. MAX. <br />1/0' TEXTURED FINISH <br />1/16- 098 SHEATHING <br />2 X 4 I6' OL. MAX <br />(WHEN OVER 16' IN HIEGHT.) <br />2 X 4 (WHEN OVER I6- IN HIEGHTJ <br />1/4' TEMPERED MA50MITE <br />GLUE A NAIL W13d'S 8'-12' OL, <br />IF NEEDED. <br />2 X SOLID BLK'G a ARCH <br />SECURE W/2-126 EACH END <br />ATTACHMENT PER <br />MAN FACTURER'9 SPEC'S. <br />MTL WOW FRAME <br />MOTE: NO GAP a WOW FR41E <br />TO EXCEED V4' <br />�1 ARCHWAY DETAIL <br />CUTAWAY <br />1-1 SCALE: I2'.I'-0' <br />2 X 4 (MIN 2 X 3) 1-5/16 TAPCON <br />OR DRIVE PIN (MIN SHANK SIZEJ45 <br />MIN HEAD SIZE 300 <br />MN EMBEDMENT 1 1/4') <br />e' FROM EACH END AND 10' <br />EXISTING BLK ABV. <br />CC. MAX MIN 1-1/4' EMBEDMENT <br />1/4' TEXTURED FINISH <br />2 X 6 (MIN 2 X 3) 2-3A6 TAPCON <br />1/6' TEXTURED FINISH <br />OR DRIVE PIN (MIN SHANK SIZE.145 <br />MM HEAD SIZE 300 <br />1A6' OSB SHEATHING <br />MIN EMBEDMENT I I/4') <br />8' FROM EACH END AND 18' <br />2 X 4 W' (WHEN OVER ER 16MAX. <br />' IN HEIGHT) <br />OL. MAX MN I-1/4' EMBEDMENT <br />2 X 4 (WHEN OVER l6' <br />2 X 8 (MIN 2 X 3) 2-3/I6 TAPCON <br />le' IN HEIGHT) <br />OR DRIVE PIN (MIN SHANK SIZEJ45 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />2 X SOLID BLK'G a ARCH <br />SECURE W2-12d EACH END <br />8' FROM EACH Elm AND 10' <br />ATTAOPIENT PER <br />OL. MAX. MIN I-1/4' EMBEDMENT <br />MANUFACTURER'S " EC'S. <br />MTL WDW FRAME <br />114' TEMPERED MASONITE <br />GLUE 4 NAIL W/ed'0 e' 12' OL <br />'NORAYS TE: NO GAP • WOW F <br />TO EXCEED I/4' <br />F NEEDED. <br />ARCHWAY DETAIL <br />B CUTAWAY <br />SCALE: 12'•I'-0' <br />ASPHALT SHINGLES OVER <br />B0 FELT ON 1116' 05B. <br />PRE-ENG GABLE TRUSS <br />SPF STIFFBACK <br />(SEE SEALD ENG. PACK FOR <br />SIZE t CONNECTION) <br />2x4 SPF BLOCKING BETUEEN TRUSSES <br />WHERE 'X' BRACING IS PRESENT <br />ml <br />�— CONT. 1,4 SI F RAT RUN <br />SECURED UV (1111d'e s EACH <br />TRUSS <br />(2) 2.4 -2 S.Y.P. DIAGONAL BRACE W/ (3) <br />12d'a a EACH TRUSS (DIAGONAL <br />X-BRACING TO COVER 5-TRUSSES <br />I'GYPSUM BOARD OR I' <br />HIGH STRENGTH CLG. <br />NOTE: BOARD <br />DIAGONAL BRACE • CENTER OF TRUSS SPAN OR HIGHEST RIDGE. <br />DIAGONAL BRACE TO BE a ANY SPA! 15'-0' OR GRATER REFER TO <br />TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. <br />0'-0'TO 30'-W (1) X-BRACE <br />30'-1' TO 60'-V (3) X-BRACE (U X-BRACE a CENTER AND (2) <br />BRACE DIVIDED EQUALY FROM CENTER TO END <br />9 GABLE X—BRACING <br />SCALE: 12'=I'-0' <br />2. RIDGE ONE SIZE LARGER <br />THAN RAFTER SIZE <br />MIN. (3) 12d NAILS OR <br />MIN.(4)10d GUN NAILS <br />Ixb COLLAR TIE AT EVERY OTHER <br />RAFTER W/ <br />MIN. (3) 12d NAILS OR <br />MIN. (4) 10d GIN NAILS <br />2. RAFTERS <br />Ixb NAILER SECURE TO TRUSSES <br />BELOW W/ <br />(2) 12d NAILS OR <br />(3) 10d CAN NAILS a EA TRUSS <br />RAFTER TO TRUSS MTS-12 <br />CREATE VOID FOR STRAP <br />PENETRATION - <br />ROOF DECKING OVER <br />PRE-ENG TRUSSES <br />PRE-EN6, TRUSS <br />ALTERNATE CONNECTION <br />MSTA-24 RAFTER TO BLKY= <br />BETWEEN TRUSSES <br />FIBERGGLA55 SHINGLES OVER <br />-30 FELT ON 1A6' 09B. <br />10 CONV. FRAMED ROOF <br />SCALE: 12'•1% <br />0'-0' TO 30'-0' (11'X' BRACE <br />TO 60-0' (3)'X' BRACE <br />(I 'X' BRACE a CENTER) <br />(2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) <br />(2) 2X4 2 SYP DIAGONAIL BRACE —� <br />III/ 3-12d a EA TRUSS ( DIAGONAIL BRACE <br />TO COVER 5-TRUSSES <br />2X4 BLOCKING WI -ERE 'X' BRACING <br />IS PRESENT <br />(2) 10d NAILS EA END <br />TO TRUSS <br />SPA STIFFEACK <br />(SEE SEALD ENG. PACK FOR <br />SIZE i CONNECTION) <br />IAb' 0515 SHEATHING USE 8d NAILS AT <br />4' ...EDGE (6' oo. FIELD <br />R IMMPS N MSTA-� ®331 OC. <br />SHEATHING NAILING TO BE <br />OC. IN FIELD <br />4' OLmALL EDGES W/8d NAILS <br />TRUSS 24' oe. <br />1/2' CLG. BOARD <br />NAIL CONT. RAT RN TO <br />TRUSS W/ (2) 12d a EA. TRUSS <br />2X4 SYP RAT ADJACENT <br />TO DIAGONAL BRACE. <br />DBL TOP PLATE <br />2X4 STUD 16' O.C. MAX. <br />C2—STORY GABLE END CROSS BRACING <br />SCALE: 1/2'•1'-0' <br />• 1115 UPLIFT <br />91MPSO`1 HTSM20 <br />W/10 Imd TO TRUSS <br />MID (4) I/4' z 2 1/4' <br />TAFCONB TO Cr <br />POURED LINTEL <br />• 2350 UPLIFT <br />(2) SIMP90M HTSM20 <br />INSTALLED ON OPPOSITE <br />FACES OF BLOCK WALL <br />W/10 10d TO TRUSS <br />AND (4) 1/4' x 2 1/4' <br />-ENG TRUSS <br />TAP CONS <br />MIK 2' COVER <br />2' APART <br />12 TRUSS ANCHOR RETROFIT <br />N,TS. <br />12, z <br />FINISH a LANDING �----� 1 <br />PLYWOOD FF. _ <br />z <br />DBL 2X6 ----- <br />I —� <br />30" MIN. �INiSN 1 <br />3/4' PLYWOOD WITH <br />LANDING DETAIL 4 12-D COMMONS WINDER DETAIL <br />NAILED THRU 3/, <br />FINISH s LANDINCs PLYWOOD INTO <br />3/4' PLYWOOD FF. EACH STRIN�sER <br />3-2x12 SYP STRINGER ' DBL 2XI2 <br />REINFORCED W12X4 SPFOR <br />W/CONT. BEAD OF FLOOR JOIST <br />SUB -FLOOR ADHESIVE <br />PL-400 OR SIMILAR 0 <br />EA HORIZONTAL RUN <br />SECURE TREADS TO STRINGER <br />W/(3)8 3' SCREWS m 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 1 314' 4-1/4' OR PROVIDE EQUIVALENT <br />GRASPABIL ITY <br />WINDERS- MIN. (o WIDE g NARROW END <br />MIN. 11' WIDTH s 12' FROM NARROW END <br />34' MIN. HANDRAIL HGT. <br />LESS THAN 4' TYP, <br />2XI2 TREAD ETWEEN SPINDLES <br />CUT TO FIT <br />IXS RISER <br />10_� HAND RAIL <br />Y 1/2' DRYWALL <br />%1' <br />XIO TRIM <br />SINGTYP. <br />(3) I0d GUT NAILSm 2X4 P.T.SLEEPER INTO SLAB 24If <br />STAIR SECTION DETAILS <br />3 S <br />SCALE: 3/4' =1'-O' <br />Design <br />GrouP"inc. <br />L441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH:407-774-6078 <br />FAX: 407-7744078 <br />www.a bdesigngroup.lbm <br />AA M: 0003325 <br />F <br />y <br />j <br />Chi <br />Zo <br />4 <br />4 <br />K4i <br />C <br />O <br />z" <br />7 UBDIV. dg LOT <br />SILVERADO <br />LOT 9 <br />BLK 1 <br />PROJECT# <br />04128.000-09001 <br />MODELg <br />4EAB <br />"1672—ARIA" <br />GARAGE DWING: <br />LEFT <br />PAGE: <br />MISC. <br />DETAILS <br />VI,150 MPH EXP. B <br />ARCHITECT: <br />jSTATE OF FLORIDA <br />k / 1 <br />/ 1 <br />ROLAPD A ACRA <br />AR NO 723 <br />D10/21 <br />ii <br />SCALE1/4"=1'-0" <br />911EETTM <br />