Laserfiche WebLink
FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />R005.2.1 ON J' O.S.B. <br />SHEATHING OR %' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />P.T. IX2 W/ MTL. DRIP EDGE <br />2x4 OR 2x6 SUB -BAND <br />PER ELEVATIONS <br />VENTED ALUM. SOFFIT <br />DOUBLE TOP PLATE <br />WINDOW HEADER SIZE <br />VARIES PER WINDOW <br />OPENING SEE HEADER <br />SPAN CHART FOR <br />DETAILS <br />ig D.S.B. SHEATHING OR P <br />CDX PLYWOOD. <br />ATTACHED PER FASTENER <br />SCHEDULE ON SHEET D5. <br />1/8' THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER OVER <br />EXPANDED GALV'D <br />METAL LATH ON <br />FORTIFIBER JUMBOTEX <br />GRADE 'D' PAPER OVER <br />TYvEK BUILDING WRAP <br />(REFER TO STUCCO <br />SPECS FOR COMPLETE <br />INFORMATION) <br />NOTE: SHEATHING MUST <br />NOT BREAK I'-4' MIN. <br />FROM 2ND FLR LINE <br />2x4 CONT, 10 TOP AND BT. <br />OF FLR TRUSS (TOP 2x4 <br />SUPPORTS BT PLATE OF <br />2ND FLR, BTM. 2x4 IS FOR <br />WALL SHEATHING NAILER) <br />FASTEN EACH 2X4 RIBBON <br />W/ (5) 12d NAILS 9 EACH <br />TRUSS, BTM. RIBBON TO BE <br />P.T. - <br />WEEP SCREED <br />(SEE DETAIL 2/D3) <br />EMBED. STRAP VERIFY <br />W/ TRUSS PLAN <br />THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />2-STORY <br />FIRST FLOOR <br />BLOCK SECOND <br />U-11_-�FLOOR FRAME <br />SCALE: <br />2x STUDS 0 16' O.C. MAX W/ <br />INSUL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-VALUES <br />' T 4 G SUBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />PRE-ENG FLOOR TRUSS <br />SIMPSON HETA-16 EMBED. <br />STRAP -6 32' O.C. MAX VERIFY <br />W/ TRUSS PLAN <br />J' GYPSUM BOARD OR }' <br />HIGH STRENGTH CLG. BOARD <br />SEE ENERGY CODE FORMS <br />=OR INSULATION R-VALUES <br />I. GYPSUM BOARD OR <br />HIGH STRENGTH CLG. <br />BOARD <br />TWIST STRAP VERIFY W/ <br />TRUSS PLAN <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />WINDOW SILL <br />2x STUDS m I6' O.G. MAX W/ <br />INSUL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-VALUES <br />J' T 4 G SUBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />PRE-ENG FLOOR TRUSS <br />(INSTALL PER MFG. SPECS.) <br />1' GYPSUM BOARD OR }' <br />HIGH STRENGTH CLG. <br />BOARD <br />CONC. FILLED LINTEL BLK W/ <br />(1) i15 REBAR CONTINUOUS <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />PRECAST LINTEL <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />PRECAST SILL <br />(1) S REBAR VERTICALLY <br />W/ CONC. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />N 16' O.G. <br />8' CMU <br />1/2' GYP. WL, BD, <br />WOOD BASE <br />O.S.B. SHEATHING OR }' CDX <br />PLYWOOD. ATTACHED PER <br />FASTENER SCHEDULE ON SHEET <br />D5 <br />1/5' THICK, 3 COAT PORTLAND <br />CEMENT PLASTER OVER <br />EXPANDED GALV'D METAL LATH <br />ON FORTIFIBER JUM50TEX <br />GRADE 'D' PAPER OVER TYVEK <br />BUILDING WRAP (REFER TO <br />STUCCO SPECS FOR COMPLETE <br />INFORMATION) <br />2x4 CONT. ® TOP AND BT. OF <br />FLR TRUSS (TOP 2x4 SUPPORTS <br />BT PLATE OF 2ND FLR, BTM. 2x4 <br />IS FOR WALL SHEATHING NAILER) <br />FASTEN EACH 2X4 RIBBON W/ (5) <br />12d NAILS m EACH TRUSS, BTM. <br />RIBBON TO BE P.T. <br />WEEP SCREED <br />(SEE DETAIL 2/D3) <br />EMBED. STRAP vERIFY <br />W/ TRUSS PLAN <br />5/e THICK, 3 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />RS05.2.1 ON �"' O.S.B. <br />SHEATHING OR }' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />P.T. 1X2 W/ MTL. DRIP EDGE <br />2x4 OR 2x6 SUB -BAND PER <br />ELEVATIONS <br />VENTED ALUM. SOFFIT <br />STIFFBACK (SEE SEALED <br />TRUSS ENG. FOR SIZE 4 <br />CONDITION) <br />SECURE 2x4 PLATE TO WALL W/ <br />i'x6' THRU-BOLTS o 32' O.G. <br />MAX THEN SECURE GABLE TO <br />2x4 PLATE W/ 12d's 6' O.G. MAX <br />OR <br />SECURE GABLE TO DBL TOP <br />PLATE W/ SIMPSON HTC4 0 24' <br />O.C. MAX <br />WINDOW HEADER SIZE VARIES <br />PER WINDOW OPENING SEE <br />HEADER SPAN CHART FOR <br />DETAILS <br />16 O.S.B. SHEATHING OR }' CDX <br />PLYWOOD. ATTACHED PER <br />FASTENER SCHEDULE ON SHEET <br />D5 <br />1/8' THICK, 3 COAT PORTLAND <br />CEMENT PLASTER OVER <br />EXPANDED GALV'D METAL LATH <br />ON FORTIFIBER JUMBOTEX <br />GRADE 'D' PAPER OVER TYVEK <br />BUILDING WRAP (REFER TO <br />STUCCO SPECS FOR COMPLETE <br />INFORMATION) <br />NOTE; SHEATHING MUST NOT <br />BREAK I'-4' MIN. FROM 2ND FLR <br />LINE <br />2x4 CONT. m TOP AND BT. OF <br />FLR TRUSS (TOP 2x4 SUPPORTS <br />BT PLATE OF 2ND FLR, BTM. 2x4 <br />IS FOR WALL SHEATHING <br />NAILER) FASTEN EACH 2X4 <br />RIBBON W/ (5) 12d NAILS 9 <br />EACH TRUSS. BTM. RIBBON TO <br />BE P.T. <br />WEEP SCREED <br />(SEE DETAIL 2/D3) <br />EMBED. STRAP VERIFY <br />W/ TRUSS PLAN <br />g/8 THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />2-STORY GABLE <br />FIRST FLOOR <br />BLOCK SECOND <br />FLOOR FRAME <br />1 tl SCALE: 3/4' <br />FLOOR CONNECTION AT PARALLE <br />2x4 BLOCKING BETWEEN <br />TRUSSES WHERE 'X' BRACING <br />IS PRESENT <br />PRE-ENG GABLE TRUSS <br />CONT. 2x4 RAT RUN SECURED <br />W/ (2) 12d's A EACH TRUSS <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />J' GYPSUM BOARD OR J' <br />HIGH STRENGTH CLG. <br />BOARD <br />DOUBLE TOP PLATE <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />WINDOW SILL <br />2x STUDS is 16' O.C. MAX W/ <br />INSUL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-vALUES <br />J' T 4 G SUBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />PRE-ENG FLOOR TRUSS <br />(INSTALL PER MFG. SPECS.) <br />I' GYPSUM BOARD OR <br />HIGH STRENGTH CLG. <br />BOARD <br />CONC. FILLED LINTEL BLK W/ <br />(1) "5 REBAR CONTINUOUS <br />PRECAST LINTEL <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURER <br />SPECIFICATIONS <br />PRECAST SILL <br />(U S REBAR VERTICALLY <br />W/ CONC. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />I6' O.C. <br />i e' CMU <br />I/2' GYP. WL. BD. <br />---WOOD BASE <br />2x STUDS s 16' O.C. MAX W/ <br />INSUL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-VALUES <br />J' T 4 G SUBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />NOTE: <br />PER FBCR 505.2.1 - FOR ROOF SLOPES 2:12 TO <br />LESS THAN 4:12, A (2) LAYER UNDERLAYMENT <br />SYSTEM IS REQUIRED, FOR ROOF SLOPES OF <br />4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS <br />PERMITTED BUT MUST BE PER ASTM D226 TYPE <br />II, ASTM D 4865 TYPE IV, OR ASTM D 6151 <br />3/4' T 4 G SUBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE ON <br />SHEET D2 <br />PRE-ENG FLOOR TRUSS <br />FASTEN EACH 2X4 RIBBON W/ <br />(5) 12d NAILS a EACH TRUSS. <br />' GYPSUM BOARD OR <br />BTM, RIBBON TO BE P.T. <br />HIGH STRENGTH CLG. <br />BOARD <br />PRE-ENG FLOOR TRUSS <br />( INSTALL PER MFG. SPECS.) <br />CONIC. FILLED LINTEL BLK W/ <br />(1) S REBAR CONTINUOUS <br />CONIC. FILLED LINTEL BLK W/ <br />(1) 05 REBAR CONTINUOUS <br />RIBBON <br />FASTENING DETAIL <br />SCALE: 3/4'=I'-0' <br />FIBERGLASS SHINGLES <br />OVER '30 FELT PAPER <br />INSTALLED PER FBCR <br />R9052.1 ON J' O.S.B. <br />SHEATHING OR J' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />P.T. 1X2 W/ MTL. DRIP EDGE <br />2x4 OR 2x6 SUB -BAND <br />PER ELEVATIONS <br />VENTED ALUM. SOFFIT <br />1,0000 UPLIFT - <br />CONNECTOR <br />2x8 SYP "2 — <br />DBL TOP <br />PLATE <br />WALL <br />SHEATHING <br />2x8 SYP "2 — <br />WOOD STUDS <br />AT 12' O.C. MAX <br />2x8 P.T. SYP "2 <br />SOLE PLATE <br />°5 REBAR O I6' <br />O.G. MAX, IN <br />CONCRETE <br />POURED CELL, <br />VERIFY PER <br />PLAN, <br />SEE ENERGY <br />CODE FORMS <br />FOR <br />INSULATION <br />R-VALUES z ,u <br />�7 <br />ro <br />WALL z <br />SECTION <br />WOOD <br />FRAME TO z <br />1B LOCK WALL <br />FASTEN STUDS TO BLOCK WALL <br />WITH USP MSTA48 STRAP WITH <br />FASTENERS AS SHOW INSTALL <br />STRAP • EA. END (UNO) 4 <br />SPACE STRAPS AS FOLLOWS: <br />-110 MPH 'C': 32' O.C. <br />-160 MPH 'C', 32' OO. <br />-B0 MPH 'B', 48' OL. <br />-140 MPH 'C' 48' D.C. <br />TOP OF STUDWALL _ <br />WOLE PL4_ <br />V <br />m <br />rof <br />MABA6 ONR9' WALL <br />CHU BLOCK WALL <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />J' GYPSUM BOARD OR }' <br />HIGH STRENGTH CLG. <br />BOARD <br />SIMPSON <br />SP2 m EA. <br />2X8 STUD <br />I' DRY WALL <br />J' DIA ANCHOR BOLT <br />AT 16' O.C. MAX WITH 1' <br />EMBEDMENT AND 2' <br />DIA. WASHER <br />SIMPSON SPI <br />6 EA, 2X8 <br />STUD <br />(1) COURSE TIE -BEAM <br />POURED SOLID WITH <br />CONCRETE. (U 05 <br />REBAR HORIZONTALLY <br />PRECAST LINTEL <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />PRECAST SILL <br />Ix2 P.T. FURRING STRIPS <br />® fro O.C. <br />8' GMU <br />1/2' GYP. WL. BD. <br />(1) •4 CONTINUOUS REBAR <br />WOOD BASE <br />04 REBAR 46' LONG <br />W/6' HOOK s 24' O.G., <br />MIN. 24' IN SLAB <br />2'-0" CMIN. <br />I{' <br />4' CONIC., REINF. W/ ro o <br />WIAXWI.40 WWM ON 6-MIL POLY <br />• <br />ETHYLENE VAPOR RETARDER ON <br />WELL -COMPACTED CLEAN FILL <br />TERMITE TREATMENT SHALL BE <br />BORA-CARE <br />(3) S REBAR ON CHAIRS <br />— 2 <br />PLACE STRAPS SPACED <br />AND FASTENED AS <br />SNpIN WTH ONE <br />ADDITIONAL STRAP AT <br />EACH WINDOW KING BTUp <br />06 COMMON NAILS <br />D (0.148 DIA X 1 1/2' <br />:]=1ILLALL REMAINING STRAP <br />HOLES W/ Wd NAILS INTO <br />WOOD BACKING <br />DO NOT PLACE SCREW IN <br />TOP HOLE NEAREST TO TOP <br />OF CMU BLOCK WALL <br />wj II COMIECT BOTTCM OF <br />STRAP TO CMU BLOCK WALL <br />- _ W/ (U 3/I6' DIA X I- 1/4' <br />LONG TAPCON MA - <br />SCREWS <br />EXTERIOR STUD WALL CONNECTION <br />. TO FIRST FLOOR MASONRY WALL <br />A R C N I T E C T 8 <br />6 <br />min <br />E. <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32760 <br />PH: 407.774-6078 <br />FAX 407-7744078 <br />www.abdeslgngroup.ean <br />AA #: 0003326 <br />w <br />x <br />0 <br />y <br />0 <br />F <br />0 <br />0 <br />9 <br />r <br />V8D <br />SILVERADO <br />LOT #17 <br />BLK #6 <br />PROJZCTOF <br />04128.000— 01761 <br />x01DRU <br />4EBB <br />"1828—CALI" <br />GA %AGZ DWIN is <br />LEFT <br />PAOX. <br />MONOLITHIC <br />2—STORY <br />WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B <br />DI►Tij 11/07/17 <br />SCALD 1/4"=1'-0" <br />4>rsR�T <br />4 <br />