Laserfiche WebLink
PRECAST HEADER(MIN) <br />2 X 4 (MIN 2 X 3) 1-3/I6 TAPCON <br />OR DRIVE PM (MIN SHANK SIZE.1/9 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />S' FRCM EACH END AND IBM z" <br />OL. MAX MIN 1-I/4' EMBEDMENT <br />6 (MIN 2 X 3) 2.3/16 TAPCON �? <br />2" <br />OR DRIVE PM (MIN SHANK SIZF_WS w' <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />S.FROM EACH END AND IBM <br />OC. MAX MIN 1.114' EMBEDMENT <br />2 X 8 (MIN 2 X V 2-3/16 TAPCON <br />jj <br />OR DRIVE PIN (MIN SHANK SIZE.WS <br />MIN MEAD 811E 33" <br />2X4 SOLID BLOCKING <br />MIN EMBEDMENT 1 V4') <br />SECURE TO SHEIN ATHG W/ <br />8' FROM EACH END AND 16' <br />MIN. 2-12d PER SLK. EA. END <br />OL. MAX MN 1-1/4' EMBEDMENT <br />1/I6' OSB SHEATHItt4G <br />CMAU WALL <br />ARCHWAY DETAIL <br />�116" AND UNDER <br />SCALE. ln'•I'-0' <br />DBL. TOP RATE <br />2X4 *' OL. MAX <br />EMBEDMENT IW OIN <br />8' EA. END NOT TO <br />ARGI-1U1AY <br />EXCEED IS.OL. <br />MAX <br />ST. RATE <br />2X4 SOLID <br />BLOCKING SECURE <br />In' PLl'I000D- <br />TO 84EAT14NS WITH <br />OR 1/I6' Ob8 <br />M. 2-I2d PER ELK <br />IN <br />EA. END <br />3 EXTERIOR ARCHWAY <br />SCALE: In'•I'-®• <br />ION 1,W OAS, OR Y PLYWOOD SHEATHING <br />Q 90 SLOG. FELT <br />Q3 24' WIDE 26 GA. GALVANIZED METAL <br />FLASHING <br />Q MUST ADD DIS10, 36' WIDE AND <br />AND MUST BE A MIN 24' WIDE METAL. <br />® FIBERGLASS SHINGLES <br />TR USS <br />InBIMPIOOJ- <br />' CLG. BOARD 4 TEXT. STI • 32' <br />SIMPSON SP4 2X4 DBL. TOP RATE Or_ <br />• 32' O.C. 1/2' DRYWALL <br />2X4 WOOD STUDS .I6. O.C, <br />UALO. ON TRJ85 PLAN <br />2X4 CONY. STRESS <br />BLOCKING MID -WALL <br />[V2X4 Pt. RATE <br />IMPSON SP4 <br />2' OC. MAX <br />2'XS' AS. 32' OC. <br />'EMBEDMENT <br />CONIC. SLAB <br />2 -S'. CONT. <br />1-STORY <br />INT. BEARING WALL <br />7 SCALE: in'•I' — <br />NOTE: <br />FOR WALLS WINO UPLIFT OR <br />HAS FLOOR LOAD ONLY, DO NOT <br />INSTALL CONNECTORS. <br />DEL. TOP RATE <br />2X4 I6' OL. MAX <br />SECURE 2X4 W/ 2-v <br />TAPCONS OR DRIVE PIN <br />MIN SHANK SIZE )45 MIN. <br />HEAD SIZE co MR <br />EMBEDMENT I A * WHIN 8' <br />EA END NOT TO EXCEED <br />10' OC. MAX <br />2X4 SOLIC <br />BLOCKING SECURE <br />TO SHEATHING WITH <br />MIN. 2-12d PER MILK <br />EA. EW <br />PRECAST HEADER(MIN) <br />2 X 4 (MIN 2 X 3) 1-3/I6 TAPCON <br />OR DRIVE PIN (MIN SHANK SIZEJ45 <br />MIN HEAD SIZE .$" <br />MIN EMBEDMENT 1 V4') <br />6' FROM EACH END AND IBM <br />orMAX. MIN 1-1/4' EMBEDMENT <br />2 X 6 (MIN 2 X S) 2-3/I6 TAPCON <br />OR DRIVE PIN (MN SHANK SIZE,I4e <br />MIN HEAD SIZE 300 <br />MIN MBE EMBEDMENT 1 V4') <br />e• FROM EACH END AND 18' <br />OC. MAX MIN I-1/4' EMBEDMENT <br />2 X 8 (MIN 2 X 3) 2.3/I6 TAPCON <br />OR DRIVE PIN (MIN SHANK SIZE.145 <br />MIN HEAD SIZE 30M <br />1AV OSB SHEATHING — <br />MN EMBEDMENT 1 1/4') <br />2X4 16' OC. MAX <br />8' PROM EACH END AND ID' <br />(WHEN OVER IS' IN HEIGHT.) <br />MAX. <br />O.C. MIN 1-1/4' EMBEDMENT <br />2X4 SOLID BLOCKING — <br />SECURE TO SHEATHING W/ <br />MIN 2-I2d PER MILK EA END <br />ARCHWAY DETAIL <br />4 16 AND UP <br />SCALE: V2'•1'-0' <br />5 CLOSED VALLEY FLASHING DETAIL <br />N.iS. <br />DOUBLE TOP PLATE <br />2.4 CC,NTINOUS STRESS <br />BLOCKING MID WALL <br />2x4 STUDS . 16' OL. MAX <br />U.0 <br />9' T 4 G SUSFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />1ST FLOOR STUDS TO <br />2ND FLOOR STUDIO <br />SIMPSON META-36 • 32' <br />OC, MAX <br />PRE-ENG FLOOR TRUSS <br />DOUBLE TOP PLATE <br />2x4 CONTINOUS STRESS <br />BLOCKING MID WALL <br />2x4 STUDS o IW O.C, MAX, <br />WON <br />1/2' GYP. WL. BD. <br />SECURE ST. 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 eP4 • 32' OC. MAX <br />8 INT. 2-STORY LB.W. <br />KALE, In••1'-0' <br />PRE-ENG TRUSSES OR <br />CONV. FRAMED RAFTERS <br />a' Oba SHEATHING OR J' <br />CDX PLYU.DOD SECURED <br />PER FASTENER SCHEDULE <br />2.4 BLOCKING UNDER <br />WALL STUDS SCURF <br />BETWEEN TRUSS BAYS W/ <br />(3)12d'. EACH END <br />2. DOUBLE TOP PLATE <br />STUDS . 16' OC. <br />MTS-G . EVER STUD <br />2X4 ST. PLATE <br />DORMER <br />9 <br />ATTACHMENT SC ALE: In .1.0— <br />DBL. TOP RATE <br />SECURE 2 X RIP TO FIT <br />Wl2-12d8 6'-8. O.C. MAX <br />1/8' TEXTURED FINISH <br />1/I6' Oft SHEATHSYs <br />2 X416'0.0 MAX <br />(WHEN OVER 16' IN HEEGHT.) <br />2 X A (UFEN OVER *'IN HIEGHT.) <br />I/4' TEMPERED MASOM E <br />GLUE 4 NAIL W/8d'S 6'-12' OL. <br />IF NEEDED. <br />2 X SOLID SLK'G . ARCH <br />SECURE W/2-I2d EACH END <br />—MTL WDW FRAME <br />NOTE: NO GAP . UDW 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) I-3/IS TAPCCJ <br />OR DRIVE PIN (MIN SHANK SIZE.145 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/49 <br />8' MCOM EACH END AND 18' <br />EXISTING BLK ASV. <br />OL. MAX MIN 1.1/4' EMBEDMENT <br />114' TEXTURED FINISH <br />2 X S (MIN 2 X 3) 2.3A6 TAPCON <br />1/8' TEXTURED FINISH <br />OR DRIVE PIN MIN 8 4ANK IOIZE.145 <br />MIN HEAD SIZE 300 <br />1/16' OSS SHEATHING <br />MIN EMBEDMENT 1 1/41) <br />S' FROM EACH END AND b' <br />2 X 4 16' O.C. MAX. <br />OC. MAX MIN I-V4' EMBEDMENT <br />(WHEN OVER IS' IN HEIGHT.) <br />a X 4 (WHEN OVER 16' <br />2 X 8 (MIN 2 X 3) 2-3/16 TAPCON <br />IS' IN HEIC+HT.) <br />OR DRIVE PIN (MIN SHANK SIZE.145 <br />MIN HEAD 817E 300 <br />MIN EMBEDMENT 1 V4') <br />2 X SOLID BLK'G • EN <br />SECURE Wn-pd EACH END <br />8• PROM EACH END AND 16' <br />ATTACHMENT PER <br />OL. MAX MIN I-1/4' EMBEDMENT <br />MAMUI'ACTURIR'S SPECS, <br />MTL UDW FRAME <br />V4' TEMPERED MABCNITE <br />'NOTE: NO GAP . WDW FRAME <br />GLUE 4 NAIL W/ed'S 8•-t2' OL. <br />TO EXCEED 1/4' <br />F NEEDED. <br />ARCHWAY DETAIL <br />B CUTAWAY <br />SCALE: V2'•I'-0' <br />ROOF TRUSS UPLIFT <br />CONNECTOR NOT <br />SHOWN FOR <br />CLARITY (SEE <br />SHOP DUIGS.) <br />EXTERIOR WALL <br />SHEATHING (SEE <br />NOTES) FASTEN EACH STUD <br />TO DBL. TOP PLATE <br />W/ LISP SPT24 NAIL <br />PER MANUF. SPECS. <br />SECTION AT TOP <br />6OF EXTERIOR WALL <br />SCALE:NT9 <br />ASPHALT SHINGLES OVER <br />-0 FELT ON IAA OAM. <br />PRE-ENG GABLE TRUSS <br />SPF STIFFBACK <br />(SEE SEALO ENG. PACK FOR <br />SIZE 4 CONNECTION) <br />2x4 SPF BLOCKING BETWEEN TRUSSES <br />WHERE 'X' BRACING IS PRESENT <br />�-- COIN. 2x4 SPF RAT RUIN <br />W/ (2) 12d'. • EACH <br />TRUSS <br />(2) 2x4 7 S.YP. DIAGONAL BRACE W/ (V <br />Rd'. • EACH TRlBB (DIAGONAL <br />X-BRACING TO COVER 5-iR198E6 <br />I'GYPSUM BOAR OR I' <br />HIGH STRENGTH CLG. <br />NOTE: BOARD <br />DIAGONAL BRACE CENTER OF TRUSS SPAN OR HIGHEST RIDGE. <br />DIAGONAL BRACE TO BE • ANY SPAN S'-V OR GRATER REFER TO <br />TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. <br />CI-V TO 30'-0' (1) X-BRACE <br />30'-I' TO 60'.0' (3) X-BRACE (I) X-BRACE • CENTER AND (2) <br />BRACE DIVIDED EOUALY FROM CENTER TO END <br />�n1 GABLE X-BRACING <br />SCALE: In' • 1'-0' <br />2. RIDGE ONE SIZE LARGER <br />THAN RAFTER SIZE <br />MIN. (3) 12d NAILS OR <br />MIN. (4) Vd CAN NAILS <br />Ix6 COLLAR TIE AT EVERY OTHER <br />RAFTER W/ <br />MIN. (3) I2d NAILS OR <br />MIN. (4) IOd GUN NAILS <br />2. RAFTERS <br />bc8 NAILER SECURE TO TRUSSES <br />BELOW W/ <br />(2)12.1 NAILS OR <br />(3) 10d GUN NAILS • 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-ENG. TRUSS <br />ALTERNATE coNNEcnoN T��L ONV. FRAMED ROOF <br />META-24 RAFTER TO BLKYa SCALE: V2'•1'-0' <br />SETUEEN TRUSSES <br />V-0' TO 30-0' (1)'X' BRACE <br />30'-1' TO 60'-0' (3)'X' BRACE <br />(I 'X' BRACE • 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 -2 SYP DIAGONAIL BRACE <br />W/ 3-12d . EA TRUSS ( DIAGONAIL BRACE <br />TO COVER 5-TRUSSES <br />2X4 BLOCKING WHERE 'X' BRACING <br />IS PRESENT <br />(2) 10d NAILS EA END <br />TO TRUIOIO <br />SFF STIFFBACK <br />(SEE SEALO ENG PACK FOR <br />SIZE 4 CONNECTION) <br />corrla'+ <br />1/16' OSB SHEATHING TFWSS 24' ot. <br />USE 8d NAILS AT <br />4' -EDGE 4 6' oc. FIELD <br />WW// 99��gg gg q,qGG In' CLG. BOAR <br />TO <br />OR SIMP80N HSTA-24 -32-'OOL.0 MAX. TRUSS W/ (i) 12d NAIL CONT. PAT - EA TRUSS <br />2X4 SYP RAT ADJACENT <br />TO DIAGONAL BRACE. <br />b O.CNINN FIELD ING TO BE DBL TOP PLATE <br />4' O.C..ALL EDGES W/8d NAILS <br />2X4 SiIID 16' O.C. MAX <br />(1112—STORY GABLE END CROSS BRACING <br />SCALE: in'•I'-0' <br />• 1115 UPLIFT <br />SIMPSOM 1478M120 <br />UJAV 10d TO TRUSS <br />AND (4) 1/4' x 2 1/4' <br />TAPCONS TO CONY <br />POURED LINTEL <br />• 23W UPLIFT <br />(2) SIMPS 1 HTSM20 <br />INSTALLED ON OPPOSITE <br />FACES OF BLOCK WALL <br />W/10 10d TO TRUSS <br />AND (4)1/4'. 2 1/4. <br />TAPCCNS TO CONT <br />-POURED LINTEL <br />T� <br />PRE-ENG TRUSS <br />cOMPII" <br />BOND BEAM <br />TAP CONS <br />MIN. 2' COVER <br />2' APART <br />1 N.TS. <br />12' z <br />FINISH s LANDING <br />*2X(P <br />D FF, = <br />z <br />� I <br />36''111N. FINISH <br />3/4' PLYWOOD WITH <br />LANDING DETAIL 4 12-0 COMMONS WINDER DETAIL <br />NAILED THRU 3/4' <br />FINISH iv LANDING PLYWOOD INTO <br />3/4' PLYWOOD FF. EACH STRINGER <br />LESS THAN 4' TYP, <br />3-2x12 SYP STRINGER I DBL 2X12 <br />REINFORCED W/2X4 SPFOR R JOIST <br />W/CONT. BEAD OF <br />SUB -FLOOR ADHESIVE <br />PL-400 OR SIMILAR ,m <br />EA HORIZONTAL RUN <br />SECURE TREADS TO STRINGER <br />W/(3)08 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/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' +-1/4' OR PROVIDE EQUIVALENT <br />GRASPAB I L I TY <br />WINDERS- MIN. &' WIDE 0 NARROW END <br />MIN. II' WIDTH * 12" FROM NARROW END <br />34' MIN. HANDRAIL HGT. <br />CUTTREAD <br />O FIT <br />—IXS RISER <br />(3) 10d CUT NAILS <br />® 2X4 P.T. <br />SLEEPER INTO <br />SLAB — <br />HAND RAIL <br />1/2' DRYWALL <br />IXIO TRIM <br />-1' NOSING TYP. <br />m <br />3 STAIR SECTION DETAILS <br />SCALE: 3/4' - I' -O' <br />Design <br />Grou P"1ne. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abde31gngroup.com <br />AA 8: 0003325 <br />F <br />m <br />y <br />V <br />O <br />4� <br />U <br />A <br />F <br />C <br />Pi <br />reumm as LOT: <br />SILVERADO <br />LOT 23 <br />BLK 6 <br />Pnoj=T# <br />04128.000-02361 <br />MoDzu <br />4EJB <br />"2807—ELLE" <br />GA L&GM BWMG: <br />LEFT <br />PAGIM <br />MISC. <br />DETAILS <br />150 MPH EXP. B <br />I � 11/10/17 <br />DCAXAk 1/4"=1'-0" <br />e8mmmmT <br />- 1 <br />