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A C Y I T F C T 4 <br />FIBERGLASS SHINGLES <br />OVER •30 FELT PAPER <br />INSTALLED PER FBCR <br />_ R-3052.1 ON ib' 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 2xio 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 />O.S.B. SHEATHING OR }' <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 />FORTIF15ER JUM50TEX <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. o TOP AND <br />BT. OF FLR TRU55 (TOP <br />2x4 SUPPORTS BT <br />PLATE OF 2ND FLR, BT. <br />2x4 IS FOR WALL <br />SHEATHING NAILER) <br />WEEP SCREED <br />(SEE DETAIL 2/D3) <br />EMBED. STRAP VERIFY <br />W/ TRUSS PLAN <br />V THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />2-STORY <br />FIRST FLOOR <br />BLOCK SECOND <br />r_l_,�FLOOR FRAME <br />1 SCALE: 3/4'=1'-0' <br />\_SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />' GYPSUM BOARD OR %' <br />HIGH STRENGTH CLG. <br />BOARD <br />TWI5T STRAP VERIFY W/ <br />TRUSS PLAN <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />UNDOW SILL <br />!x STUDS a 16' O.C. MAX W <br />'45UL., SEE ENERGY CODE <br />:ORMS FOR INSULATION <br />2-VALUES <br />I' T 4 G SUBFLOOR GLUED <br />4ND SCREWED AS PER <br />'A5TENER SCHEDULE <br />'RE-ENG FLOOR TRUSS <br />INSTALL PER MFG. SPECS., <br />�' GYPSUM BOARD OR }' <br />41GH STRENGTH CLG. <br />BOARD <br />-ONC. FILLED LINTEL BLK I <br />U "5 REBAR CONTINUOUS <br />iEE ENERGY CODE FORMS <br />:OR INSULATION R-VALUES <br />'RECAST LINTEL <br />llINDOW ATTACHMENT AS <br />IER MANUFACTURES <br />5PECIF I GAT IONS <br />'RECAST SILL <br />'1) 05 REBAR VERTICALLY <br />W/ CONC. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />0 16' O.C. <br />8' CMU <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />OVER "30 FELT PAPER <br />INSTALLED PER FBCR <br />R9052.1 ON r' O.S.B. <br />SHEATHING OR 7 CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />P.T. IX2 W/ MTL. DRIP EDGE <br />2x4 OR 2x6 SUB -BAND PER <br />ELEVATIONS <br />VENTED ALUM. SOFFIT <br />5TIFFBACK AT ALL <br />UPRIGHTS OVER 4'-10' <br />HIGH (SEE SEALED ENG. <br />FOR SIZE 4 CONDITION) <br />SECURE 2x4 PLATE TO WALL W/ <br />8'x%' THRU-BOLTS 6 32' O.C. <br />MAX THEN SECURE GABLE TO <br />2x4 PLATE W/ 126's 8' D.C. MAX <br />OR <br />SECURE GABLE TO DBL TOP <br />PLATE W/ 51MPSON HTC4 a 24' <br />O_C. MAX <br />WINDOW HEADER SIZE VARIES <br />PER WINDOW OPENING SEE <br />HEADER SPAN CHART FOR <br />DETAILS <br />O.S.B. SHEATHING OR I' CDX <br />PLYWOOD. ATTACHED PER <br />FASTENER SCHEDULE ON SHEET <br />D5 <br />1/V THICK, 3 COAT PORTLAND <br />CEMENT PLASTER OVER <br />EXPANDED GALV'D METAL LATH <br />ON FORTIF15ER JUM50TEX <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 1'-4' MIN. FROM 2ND FLR <br />LINE <br />2x4 CONT. s TOP AND BT. OF <br />FLR TRUSS (TOP 2x4 SUPPORTS <br />BT PLATE OF 2ND FLR, BT. 2x4 <br />IS FOR WALL SHEATHING <br />NAILER) <br />WEEP SCREED <br />(SEE DETAIL 2/D3) <br />EMBED. STRAP VERIFY <br />W/ TRUSS PLAN <br />s/S 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 A SCALE:3/4'=P-O' <br />2x4 BLOCKING BETWEEN <br />FIBERGLASS SHINGLES <br />TRUSSES WHERE 'X' BRACING <br />OVER 030 FELT PAPER <br />IS PRESENT <br />INSTALLED PER FBCR <br />R505.2.1 ON 1,' O.5.B. <br />SHEATHING OR J' CDX <br />PRE-ENG GABLE TRUSS <br />PLYWOOD SECURED PER <br />CONT. 2x4 RAT RUN SECURED <br />FASTENER SCHEDULE <br />SEE ENERGY CODE FORMS <br />W/ (2) 12d's 6 EACH TRUSS <br />PRE-ENG TRUSS <br />FOR INSULATION R-VALUES <br />P.T. IX2 W/ MTL. DRIP EDGE <br />pg' GYPSUM BOARD OR <br />2x4 OR 2x6 SUB -BAND <br />HIGH STRENGTH CLG. <br />PER ELEVATIONS <br />BOARD <br />VENTED ALUM. SOFFIT <br />SIMPSON <br />SEE ENERGY CODE FORMS <br />SP2 * EA. <br />FOR INSULATION R-VALUES <br />1000• UPLIFT <br />2X8 STUD <br />CONNECTOR <br />' GYPSUM BDARD OR <br />2x8 SYP •2 <br />DBL TOP <br />HIGH STRENGTH CLG. <br />PLATE <br />BOARD <br />DRY WALL1` <br />DOUBLE TOP PLATE <br />WALL <br />SHEATHING' <br />DIA ANCHOR BOLT <br />AT 16' O.C. MAX WITH 1' <br />WINDOW ATTACHMENT AS <br />2x8 SYP 02 <br />EMBEDMENT AND 2' <br />PER MANUFACTURES <br />WOOD STUDS <br />DIA. WASHER <br />SPECIFICATIONS <br />AT 12" O.C. MAX <br />SIMPSON SPI <br />WINDOW SILL <br />g EA. 2X8 <br />2x STUDS s IC6' O.C. MAX W/ <br />STUD <br />IN5UL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />2x8 P.T. SYP 02 <br />R-VALUES <br />O SOLE PLATE <br />(1) COURSE TIE -BEAM <br />POURED SOLID WITH <br />T 4 G SUBFLDOR GLUED <br />CONCRETE. (I) 05 <br />AND SCREWED AS PER <br />REBAR HORIZONTALLY <br />FASTENER SCHEDULE <br />0-1 <br />00- <br />PRECAST LINTEL <br />0- <br />r <br />WINDOW ATTACHMENT AS <br />w <br />y <br />PER MANUFACTURES <br />z <br />0 <br />zzSPECIFICATIONS <br />PRE-ENG FLOOR TRU55 <br />w LL <br />PRECAST SILL <br />(INSTALL PER MFG. SPECS.) <br />«? "5 REBAR 6 16' <br />-l' <br />GYPSUM BOARD OR <br />w O.C. MAX, IN <br />w W <br />HIGH STRENGTH CLG. <br />CONCRETE <br />BOARD <br />Z POURED CELL, <br />Ix2 P.T. FURRING STRIPS <br />O () VERIFY PER <br />0 16' O.G. <br />CONC. FILLED LINTEL BLK W/ <br />PLAN. <br />Q Q <br />8" CMU <br />ry� <br />(1)'S REBAR CONTINUOUS <br />PRECAST LINTEL <br />SEE ENERGY i z <br />O O <br />E FORMS <br />1/2' GYP. WL. BD. <br />(1) 04 CONTINUOUS REBAR <br />WINDOW ATTACHMENT AS <br />w O <br />J FOR <br />WOOD BASE <br />PER MANUFACTURER <br />4 > INSULATION <br />SPECIFICATIONS <br />DM R-VALUES z w <br />"4 REBAR 48' LONG <br />PRECAST SILL <br />w Q F fL Q <br />W/io' HOOK 6 24' O.G., <br />41 ? Q <br />MIN. 24' IN SLAB <br />(1) "5 REBAR VERTICALLY <br />O - J 2"-ly <br />W/ CONC. POURED CELL <br />IL � <br />N <br />_m (MIN, <br />� Q <br />Ix2 P.T. FURRING STRIPS <br />0 16, O.C. <br />8' CMU- <br />WALL <br />9 , <br />I " <br />GYP. WL. BD. <br />_ <br />4' GONG., REINF. W/ 6'x(o' <br />1 <br />WOOD BASE <br />SECTION — �_' <br />L as <br />WIAXWIAO WWM ON %-MIL POLY <br />WOOD __ <br />p' <br />ETHYLENE VAPOR BARRIER ON <br />FRAME TO <br />WELL -COMPACTED CLEAN FILL <br />TERMITE TREATMENT SHALL BE <br />6��_ <br />BORA-CARE <br />^ <br />LOCK WALL m ° <br />U <br />2 _0" <br />(3) "5 REBAR ON CHAIRS <br />L� <br />�� O <br />6 <br />Deign <br />Grous-2.- <br />31 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />R <br />y <br />w <br />U <br />0 <br />a <br />0 <br />F <br />0 <br />BVHDIV. & L01 <br />SILVERADO <br />LOT 4 <br />BLK 2 <br />PROJMT# <br />04128.000-04002 <br />1[ODEIs <br />4EBB <br />"1828-CALI" <br />GARAGE 81IING: <br />RIGHT <br />PAGM: <br />MONOLITHIC <br />2-STORY <br />1- HR WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B <br />ARCHn'ECT <br />STATE OF FLORIDA <br />DP 2m 10/211 <br />BCALM 1/4"=1'-0" <br />8i1RET <br />ID 4. 1 <br />