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FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />RS052.1 ON 2' O.S.B. <br />SHEATHING OR I' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />L.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 />0.6B. SHEATHING OR J%' <br />CDX PLYWOOD. <br />ATTACHED PER FASTENER <br />SCHEDULE ON SHEET 05. <br />1/6' 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 1'-4' MIN. <br />FROM 2ND FLR LINE <br />2x4 CONT. m TOP AND <br />BT. OF FLR TRUSS (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 />THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />2—STORY <br />FIRST FLOOR <br />BLOCK SECOND <br />FLOOR FRAME <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />J' GYPSUM BOARD OR <br />HIGH STRENGTH Cl-G. <br />BOARD <br />TWIST STRAP VERIFY W/ <br />TRUSS PLAN <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />UINDOW SILL <br />?x STUDS ® 16' O.C. MAX W/ <br />NSUL., SEE ENERGY CODE <br />:ORMS FOR INSULATION <br />2-vALUEB <br />T e G SUBFLOOR GLUED <br />4ND SCREWED AS PER <br />°ASTENER 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 W/ <br />V 05 REBAR CONTINUOUS <br />SEE ENERGY CODE FORMS <br />:OR INSULATION R-VALUES <br />'RECAST LINTEL <br />UINDOW ATTACHMENT AS <br />IER MANUFACTURES <br />5PECIF ICAT IONS <br />(RECAST SILL <br />:1) "5 REBAR VERTICALLY <br />W/ GONG. 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 />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />R9m52.1 ON 1,' O.S.B. <br />SHEATHING OR J' 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 />STIFFBACK AT ALL <br />UPRIGHTS OVER 4'-10' <br />HIGH (SEE SEALED ENG. <br />FOR SIZE e CONDITION) <br />SECURE 2x4 PLATE TO WALL W/ <br />i'x6' THRU-BOLTS 0 32' O.G. <br />MAX THEN SECURE GABLE TO <br />2x4 PLATE W/ 12d's 8' O.G. MAX <br />OR <br />SECURE GABLE TO DBL TOP <br />PLATE W/ SIMPSON HTC4 9 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 />1/6' THICK, 3 COAT PORTLAND <br />CEMENT PLASTER OVER <br />EXPANDED GALVD 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 />NOTE: SHEATHING MUST NOT <br />BREAK I'-4' MIN. FROM 2ND FLR <br />LINE <br />2x4 CONT. 9 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 />V 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 tx SCALE: 3/4'=1'-0' <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 ® EACH TRUSS <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />I' GYPSUM BOARD OR <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 ® 16' O.C. MAX W/ <br />INSUL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-VALUES <br />4' T e 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 />CONIC. FILLED LINTEL BLK W/ <br />(1) 05 REBAR CONTINUOUS <br />PRECAST LINTEL <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURER <br />SPECIFICATIONS <br />PRECAST SILL <br />(1) S REBAR VERTICALLY <br />W/ GONG. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />Is 16' O.G. <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />R9052.1 ON J' O.S$. <br />SHEATHING OR I' 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 />1,0000 UPLIFT — <br />CONNECTOR <br />2x8 SYP "2 <br />DBL TOP <br />PLATE <br />WALL <br />SHEATHING <br />2x8 SYP 02 — <br />WOOD STUDS <br />AT 12' O.C. MAX <br />2x8 P.T. SYP 02 <br />SOLE PLATE <br />"S REBAR a 16' <br />O.C. 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 w <br />i Q zQ <br />-A y (Y <br />N - �7 <br />O <br />- 8' CMU <br />1/2' GYP. WL. BD. WALL <br />—WOOD BASE SECTION <br />WOOD <br />FRAME TO <br />L� a LOCK WALL <br />1B <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />j' GYPSUM BOARD OR I' <br />HIGH STRENGTH CLG. <br />BOARD <br />SIMPSON <br />SP2 6 EA. <br />2X8 STUD <br />J' DRY WALL <br />}' DIA ANCHOR BOLT <br />AT 16' O.G. MAX WITH 1' <br />EMBEDMENT AND 2' <br />DIA. WASHER <br />SIMPSON SPI <br />is EA. 2X8 <br />STUD <br />(1) COURSE TIE -BEAM <br />POURED SOLID WITH <br />CONCRETE. (1) 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 />6 1&' O.C. <br />8' CMU <br />1/2' GYP. WL. BD. <br />(U 04 CONTINUOUS REBAR <br />WOOD BASE <br />04 REBAR 48' LONG <br />W/6' HOOK ® 24' O.C., <br />MIN. 24" IN SLAB <br />2'-0" (MIN. <br />IN SLAB) <br />4' CONIC., REINF. W/ 6'x6' <br />WIAXWI.40 WWM ON fo-MIL POLY <br />`'' <br />' <br />ETHYLENE VAPOR BARRIER ON <br />WELL -COMPACTED CLEAN FILL <br />TERMITE TREATMENT SHALL BE <br />BORA-CARE <br />(3) $5 REBAR ON CHAIRS <br />-0 <br />2x STUDS o 16' O.G. MAX W/ <br />16 O.S.B. SHEATHING OR }' CDX <br />2x STUDS 6 1&' O.G. MAX W/ <br />NOTE: <br />INSUL., SEE ENERGY CODE <br />PLYWOOD. ATTACHED PER <br />INSUL., SEE ENERGY CODE <br />PER FBCR 9052.1 - FOR ROOF SLOPES 2:12 TO <br />FORMS FOR INSULATION <br />FASTENER SCHEDULE ON SHEET <br />FORMS FOR INSULATION <br />LESS THAN 4:12, A (2) LAYER UNDERLAYMENT <br />R-VALUES <br />D5 <br />R-VALUES <br />SYSTEM IS REQUIRED. FOR ROOF SLOPES OF <br />4' T e G SUBFLOOR GLUED <br />1/8' THICK, 3 COAT PORTLAND <br />4' T e G SUBFLOOR GLUED <br />4:12 OR GREATER, 0) LAYER UNDERLAYMENT IS <br />AND SCREWED AS PER <br />CEMENT PLASTER OVER <br />AND SCREWED AS PER <br />PERMITTED BUT MUST BE PER ASTM D226 TYPE <br />FASTENER SCHEDULE <br />EXPANDED GALV'D METAL LATH G <br />FASTENER SCHEDULE <br />II, ASTM D 4869 TYPE IV, OR ASTM D 6151 <br />ON FORTIF15ER JUM50TEX <br />GRADE 'D' PAPER OVER TYVEK <br />3/4' T e G SUBFLOOR GLUED <br />BUILDING WRAP (REFER TO <br />AND SCREWED AS PER <br />STUCCO SPECS FOR COMPLETE <br />FASTENER SCHEDULE ON <br />INFORMATION) <br />SHEET D2 <br />2x4 CONT. 6 TOP AND BT, OF <br />FLR TRUSS (TOP 2x4 <br />PRE-ENG FLOOR TRUSS <br />_ SUPPORTS BT PLATE OF 2ND <br />FLR, BT. 2x4 IS FOR WALL <br />PRE-ENG FLOOR TRUSS <br />FASTEN 2X4 RIBBON (P.T. ts <br />CMU) W/ (3) 12d NAILS g EACH <br />SIMPSON HETA-I/o EMBED. <br />SHEATHING NAILER) <br />GYPSUM BOARD OR <br />TRUSS <br />STRAP 0 32' O.C. MAX VERIFY <br />WEEP SCREED <br />HIGH STRENGTH CLG. <br />W/ TRUSS PLAN <br />(SEE DETAIL 2/D3) <br />BOARD <br />PRE-ENG FLOOR TRUSS <br />EMBED. STRAP VERIFY <br />(INSTALL PER MFG. SPECS.) <br />' GYPSUM BOARD OR <br />W/ TRUSS PLAN <br />CONC. FILLED LINTEL BLK W/ <br />HIGH STRENGTH CLG. BOARD <br />%' THICK, 3 COAT PORTLAND <br />(1) 05 REBAR CONTINUOUS <br />GONG. FILLED LINTEL BLK W/ <br />CEMENT PLASTER APPLIED <br />(1) 05 REBAR CONTINUOUS <br />DIRECTLY TO MASONRY <br />RIBBON <br />FLOOR CONNECTION AT PARALLEL/ <br />2 PERPENDICULAR PRE—ENG FLOOR TRUSS <br />@QLESTENING DETAIL <br />SCALE: 3/4'=1'-O" <br />: 3/4'-1'-0' <br />A R C N I T E C T i <br />6 <br />Design <br />Grou .ne. <br />41 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />w .abdesigngroupxom <br />AA #: 0003325 <br />w <br />ti <br />w <br />0 <br />w <br />0 <br />4 <br />w <br />a <br />F <br />0 <br />xnmiv. ae LOT <br />SILVERADO <br />LOT #16 <br />BLK #1 <br />PROJECT* <br />04128.000-16001 <br />MODEL: <br />4EGB <br />"GALEN" <br />GARAGE B'WIITG: <br />RIGHT <br />PAGE: <br />MONOLITHIC <br />2—STORY <br />WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B <br />ARCHrrECT-. <br />STATE OF F�ORIDA <br />nJ i <br />AR N093723 CRA <br />% <br />P � D11/07/16 <br />SCALE': 1/4"=1'-0" <br />SKEET <br />D 4 <br />