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FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES <br />OVER 30 FELT PAPER <br />2x4 BLOCKING BETWEEN <br />FIBERGLASS SHINGLES <br />OVER " FELT PAPER <br />INSTALLED PER FBGR <br />TRUSSES WHERE 'X' BRACING <br />OVER "30 FELT PAPER <br />INSTALLED PER FBCR <br />RWS2.1 ON r'1 O.EB. <br />IS PRESENT <br />INSTALLED PER FBGR <br />R905.2.1 ON I,' O.SB. <br />SHEATHING OR CDX <br />R9 052.1 ON 1,' O.5.B. <br />SHEATHING OR 3' CDX <br />PLYWOOD SECURED PER <br />SHEATHING OR J' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG GABLE TRUSS <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />P.T. IX2 W/ MTL. DRIP EDGE <br />CONT. 2x4 RAT RUN SECURED <br />FASTENER SCHEDULE <br />SEE ENERGY CODE FORMS <br />- P.T. IX2 W/ MTL, DRIP EDGE <br />SEE ENERGY CODE FORMS <br />2x4 OR 2x6 SUB -BAND PER <br />W/ (2) 12d's ® EACH TRUSS <br />PRE-ENG TRUSS <br />FOR INSULATION R-VALUES <br />FOR INSULATION R-VALUES <br />ELEVATIONS <br />P.T, IX2 W/ MTL. DRIP EDGE <br />I' GYPSUM BOARD OR <br />2x4 OR 2x6 SUB -BAND <br />GYPSUM BOARD OR �' <br />2x4 OR 2x6 SUB -BAND <br />HIGH STRENGTH CLG. <br />PER ELEVATIONS' <br />HIGH STRENGTH CLG. <br />VENTED ALUM, SOFFIT <br />PER ELEVATIONS <br />BOARD <br />VENTED ALUM. SOFFIT <br />50ARD <br />5TIFFBAGK AT ALL <br />DOUBLE TOP PLATE <br />UPRIGHTS OVER 4'-10' <br />VENTED ALUM. SOFFIT <br />SIMPSON <br />TWIST STRAP VERIFY W/ <br />HIGH (SEE SEALED ENG, <br />SEE ENERGY CODE FORMS <br />5P2 o EA. <br />WINDOW HEADER SIZE <br />TRUSS PLAN <br />FOR SIZE 4 CONDITION) <br />FOR INSULATION R-VALUES <br />1,000" UPLIFT <br />2X8 STUD <br />VARIES PER WINDOW <br />CONNECTOR <br />OPENING SEE HEADER <br />WINDOW ATTACHMENT AS <br />SECURE 2x4 PLATE TO WALL W/ <br />2x8 SYP 02 <br />SPAN CHART FOR <br />PER MANUFACTURES <br />g,' <br />THRU-BOLTS g <br />GYPSUM BOARD OR <br />DBL TOP <br />DETAILS <br />SPECIFICATIONS <br />8 x6' 32' O.G. <br />HIGH STRENGTH CLG. <br />PLATE <br />SHEATHING OR li <br />O.S.B.INDOW <br />MAX THEN SECURE GABLE TO <br />BOARD <br />DRY WALL <br />I6 . <br />CDX PLYWOOD. <br />SILL <br />2x4 PLATE W/ 12d's 8' O.G. MAX <br />DOUBLE TOP PLATE <br />WALL' <br />SHEATHING' <br />DIA ANCHOR BOLT <br />ATTACHED PER FASTENER <br />SCHEDULE ON SHEET D5. <br />2x STUDS o 16' O.C. MAX W/ <br />OR <br />SECURE GABLE TO DBL TOP <br />WINDOW ATTACHMENT AS <br />2x6 SYP "2 <br />AT 16' O.C. MAX WITH 1' <br />EMBEDMENT AND 2' <br />INSUL., SEE ENERGY CODE <br />PLATE W/ SIMP50N HTC4 G 24' <br />PER MANUFACTURES <br />WOOD STUDS <br />DIA. WASHER <br />1/8' THICK, 3 COAT <br />FORMS FOR INSULATION <br />O.C. MAX <br />SPECIFICATIONS <br />AT 12' O.G. MAX <br />PORTLAND CEMENT <br />R-VALUES <br />WINDOW HEADER SIZE VARIES <br />SIMPSON SPI <br />PLASTER OVER <br />PER WINDOW OPENING SEE <br />WINDOW SILL <br />s EA. 2X8 <br />EXPANDED GALV'D <br />T 4 G SUBFLOOR GLUED <br />HEADER SPAN CHART FOR <br />2x STUDS ID 1' O.C. MAX W/ <br />6 <br />STUD <br />METAL LATH ON <br />AND SCREWED AS PER <br />DETAILS <br />INSUL., SEE ENERGY CODE <br />FORTIFIBER JUM50TEX <br />GRADE 'D' PAPER OVER <br />FASTENER SCHEDULE <br />r O.S.B. SHEATHING OR CDX <br />FORMS FOR INSULATION <br />R-VALUES <br />2x8 P.T. SYP 02 <br />O SOLE PLATE <br />(l) COURSE TIE -BEAM <br />TYVEK BUILDING WRAP <br />PLYWOOD. ATTACHED PER <br />~ <br />POURED SOLID WITH <br />(REFER TO STUCCO <br />FASTENER SCHEDULE ON SHEET <br />T 4 G SUBFLOOR GLUED <br />Z <br />- CONCRETE. (1) 05 <br />SPECS FOR COMPLETE <br />D5 <br />AND SCREWED AS PER <br />(LQ <br />REBAR HORIZONTALLY <br />INFORMATION) <br />1/8' THICK, 3 COAT PORTLAND <br />FASTENER SCHEDULE <br />O 0- <br />NOTE: SHEATHING MUST <br />CEMENT PLASTER OVER <br />O a <br />PRECAST LINTEL <br />NOT BREAK 1'-4' MIN. <br />PRE-ENG FLOOR TRUSS <br />EXPANDED GALV'D METAL LATH <br />= w <br />+ 0- <br />j WINDOW ATTACHMENT AS <br />FROM 2ND FLR LINE <br />(INSTALL PER MFG. SPECS.) <br />ON FORTIFIBER JUMBOTEX <br />'D' <br />PER MANUFACTURES <br />2x4 CONT. 0 TOP AND <br />i�' GYPSUM BOARD OR �' <br />GRADE <br />BUILDING WRAP (REFER TO PAPER OVER TYVEK <br />J � <br />SPECIFICATIONS <br />BT. OF FLR TRUSS (TOP <br />HIGH STRENGTH CLG. <br />STUCCO SPECS FOR COMPLETE <br />PRE-ENG FLOOR TRU5S <br />w O <br />2x4 SUPPORTS BT <br />PLATE OF 2ND FLR, BT. <br />BOARD <br />INFORMATION) <br />- (INSTALL PER MFG. SPECS.) <br />tL <br />Z 05 REBAR u 16' <br />PRECAST SILL <br />2x4 IS FOR WALL <br />SHEATHING NAILER) <br />CONC. FILLED LINTEL BLK L <br />(1) S REBAR CONTINUOUS <br />SEE ENERGY CODE FORMS <br />NOTE: SHEATHING MUST NOT <br />BREAK I'-4' MIN. FROM 2ND FLR <br />GYPSUM BOARD OR " <br />HIGH STRENGTH CLG. <br />' W O.G. MAX, IN <br />Z <br />w CONCRETE <br />Z POURED CELL, <br />Ix2 FURRING STRIPS <br />LINE <br />BOARD <br />P.T. <br />WEEP SCREED <br />FOR INSULATION R-VALUES <br />2x4 CONT. s TOP AND BT. OF <br />O VERIFY PER <br />B 16' O.G. <br />(SEE DETAIL 2/[)3) <br />PRECAST LINTEL <br />FLR TRUSS (TOP 2x4 SUPPORTS <br />CONC. FILLED LINTEL BLK W/ <br />LL PLAN. <br />no <br />8' GMU <br />EMBED. STRAP VERIFY <br />WINDOW ATTACHMENT AS <br />BT PLATE OF 2ND FLR, BT. 2x4 <br />IS FOR WALL SHEATHING <br />(1) "5 REBAR CONTINUOUS <br />p O SEE ENERGY <br />I/2' GYP. WL. BD. <br />W/ TRUSS PLAN <br />PER MANUFACTURES <br />PRECAST LINTEL <br />DE FORMS <br />04 <br />THICK, 3 COAT <br />SPECIFICATIONS <br />NAILER) <br />J WINDOW ATTACHMENT AS <br />J w OR* <br />(1) CONTINUOUS REBAR <br />PORTLAND CEMENT <br />PRECAST SILL <br />WEEP SCREED <br />\� PER MANUFACTURER <br />> <br />INSULATION � <br />WOOD BASE <br />PLASTER APPLIED <br />(1) "5 REBAR VERTICALLY <br />(SEE DETAIL 2/D3) <br />SPECIFICATIONS <br />3 M R-vALUES j <br />04 REBAR 48' LONG <br />DIRECTLY TO MASONRY <br />W/ CONC. POURED CELL <br />PRECAST BILL <br />_z <br />w.4 L .. n <br />W/6' HOOK a 24' O.G., <br />2—STORY _ <br />Ix2 P.T. FURRING STRIPS <br />EMBED. STRAP VERIFY <br />(I) "5 REBAR VERTICALLY <br />p = QI, F <br />MIN. 24' IN SLAB <br />FIRST FLOOR <br />16' O.C. <br />W/ TRUSS PLAN <br />W/ CON(. POURED CELL <br />a �7 <br />2'-0' (YIN. <br />BLOCK SECOND <br />a <br />8' GMU <br />1/2' GYP, WL, BD. <br />5 <br />/8' THICK, 3 COAT <br />- E - Ix2 P.T. FURRING STRIPS <br />O <br />I_ iN BLABi <br />ill <br />PORTLAND CEMENT <br />16 O.C. <br />_ <br />FLOOR FRAME ] _ <br />WOOD BASE <br />PLASTER APPLIED <br />I <br />I <br />1 SCALE: 3/4'=I'-0' <br />DIRECTLY TO MASONRY <br />8' CMU <br />WALL <br />s <br />I <br />112' GYP, WL. BD. <br />4' GONG, REINF. W/ 6'x6' <br />g ° <br />2—STORY GABLE <br />WOOD BABE <br />SECTION <br />WIAXW1.40 WWM ON 6-MIL POLY <br />FIRST FLOOR <br />WOOD _ <br />ETHYLENE VAPOR BARRIER ON <br />L4= <br />WELL -COMPACTED CLEAN FILL <br />- <br />BLOCK SECOND <br />ui <br />FRAME FRAME TO_, <br />TERMITE TREATMENT SHALL BE <br />I66 j <br />1 A FLOG R FRAME <br />L� "e <br />1 B LOCK WALL ° <br />6 6' <br />2-_ Bo 5 REBAR ON CHAIRS <br />SCALE: 3/4'=1'-0' <br />a <br />A R C H I T E C T S6 <br />Desi;�n <br />Grou .!. <br />141 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />w .abdeslgngroupmm <br />AA #: 0003325 A <br />F <br />w <br />y <br />w <br />a <br />0 <br />a <br />0 <br />0 <br />2 <br />`tea <br />ro <br />SLTBDIV. &. LOT <br />SILVERADO <br />LOT 14 <br />BLK 1 <br />PROJECT# <br />04128.000-14001 <br />MODEL: <br />4EHB <br />"2605—HAYDEN" <br />GARAGE BQWG: <br />RIGHT <br />PAGE: <br />MONOLITHIC <br />2—STORY <br />1— HR WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B <br />ARCHrrECT- <br />STATE Or- FLORIDA <br />;0v <br />016 <br />J � 11/03/16 <br />8CAIM 1/4"=1'-0" <br />simcm /� <br />D4. 1 <br />