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FIBERGLASS SHINGLES <br />FIBERGLAS SHINGLES <br />OVER 030 FELT PAPER <br />2x4 BLOCKING BETWEEN <br />FIBERGLASS SHINGLES <br />OVER "30 FELT PAPER <br />INSTALLED PER FBCR <br />TRUSSES WHERE 'X' BRACING <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />R9052.1 ON "' O.S.B. <br />IS PRESENT <br />INSTALLED PER FBCR <br />R9052.1 ON' O.S.B. <br />SHEATHING OR }• CDX <br />R9052.1 ON' O.SB. <br />SHEATHING OR }' CDX <br />PLYWOOD SECURED PER <br />SHEATHING OR }' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG GABLE TRUSS <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRJ55 <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 9 EACH TRUSS <br />PRE-ENG TRUSS <br />FOR INSULATION R-vALUES <br />FOR INSULATION R-VALUE5 <br />ELEVATIONS <br />P.T. IX2 W/ MTL. DRIP EDGE <br />GYPSUM BOARD OR }' <br />2x4 OR 2x6 SUB -BAND <br />PER ELEVATIONS <br />' GYPSUM BOARD OR }' <br />VENTED ALUM. SOFFIT <br />2x4 OR 2xb SUB -BAND <br />HIGH STRENGTH CLG. <br />- <br />HIGH STRENGTH CLG. <br />PER ELEVATIONS <br />BOARD <br />VENTED ALUM. SOFFIT <br />BOARD <br />5TIFF5AGK AT ALL <br />DOUBLE TOP PLATE <br />UPRIGHTS OVER 4 <br />VENTED ALUM. SOFFIT <br />SIMPSON <br />WINDOW HSIZE <br />TWIST STRAP VERIFY W/ <br />TRUSS PLAN <br />HIGH (SEE SEALED ENG. NG. <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />1,0000 UPLIFT <br />SP2 w EA. <br />2X8 STUDEADER <br />VARIES PER WINDOW <br />FOR SIZE i CONDITION) <br />CONNECTOR <br />e <br />OPENING SEE HEADER <br />WINDOW ATTACHMENT AS <br />SECURE 2x4 PLATE TO WALL W/ <br />2x8 SYP "2 � <br />SPAN CHART FOR <br />PER MANUFACTURES <br />3•' <br />g xro' THRU-BOLTS 6 32' O.C. <br />GYPSUM BOARD OR }' <br />DBL TOP <br />DETAILS <br />SPECIFICATIONS <br />HIGH STRENGTH CLG. <br />PLATE <br />OS$. SHEATHING OR }' <br />WINDOW SILL <br />MAX THEN SECURE GABLE TO <br />BOARD <br />}' DRY WALL <br />CDX PLYWOOD. <br />2x4 PLATE W/ 12d's 6' O.G. MAX <br />OR <br />DOUBLE TOP PLATE <br />WALL <br />SHEATHING <br />}' DIA ANCHOR BOLT <br />ATTACHED PER FASTENER <br />SCHEDULE ON SHEET D5. <br />2x STUDS ®16' O.C. MAX W/ <br />SECURE GABLE TO DBL TOP <br />WINDOW ATTACHMENT AS <br />2x8 SYP YI <br />AT 16' O.G. MAX WITH 1' <br />EMBEDMENT AND 2' <br />IN5UL., SEE ENERGY CODE <br />PLATE W/ SIMPSON HTC4 A 24' <br />PER MANUFACTURES <br />WOOD STUDS <br />DIA. WASHER <br />l/8' THICK, 3 COAT <br />FORMS FOR INSULATION <br />O.G. MAX <br />SPECIFICATIONS <br />AT 12' O.C. MAX <br />PORTLAND CEMENT <br />PLASTER OVER <br />R-VALUES <br />WINDOW HEADER SIZE VARIES <br />WINDOW SILL <br />SIMPSON SPI <br />EXPANDED GALV'D <br />' T 4 G 5UBFLOOR GLUED <br />PER WINDOW OPENING SEE <br />HEADER SPAN CHART FOR <br />2x STUDS <br />2x STUDS 16' O.G. MAX W/ <br />g EA. 2X8 <br />STUD <br />METAL LATH ON <br />AND SCREWED AS PER <br />DETAILS <br />SEE ENERGY CODE <br />FORTIFIBER JUMBOTEX <br />GRADE 'D' PAPER OVER <br />FASTENER SCHEDULE <br />O.SB. SHEATHING OR }' CDX <br />FORMS FOR INSULATION <br />R-VALUES <br />2x8 P.T. SYP 02 <br />O SOLE PLATE <br />(U 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 e G SUBFLOOR GLUED <br />Z <br />CONCRETE. (1) 05 <br />SPECS FOR COMPLETE <br />D5 <br />AND SCREWED AS PER <br />f Q <br />REBAR HORIZONTALLY <br />INFORMATION) <br />1/8' THICK, 3 COAT PORTLAND <br />FASTENER SCHEDULE <br />O � <br />(L <br />NOTE: SHEATHING MUST <br />CEMENT PLASTER OVER <br />w <br />PRECAST LINTEL <br />NOT BREAK 1'-4' MIN. <br />FROM 2ND FLR LINE <br />PRE-ENG FLOOR TRU55 <br />EXPANDED GALV'D METAL LATH <br />ON FORTIF15ER JUMBOTEX <br />+- Q <br />WINDOW ATTACHMENT AS <br />9 <br />(INSTALL PER MFG. SPECS. <br />GRADE 'D' PAPER OVER TYVEK <br />�'1 <br />Z w <br />PER MANUFACTURES <br />2x4 CONT. TOP AND <br />I' GYPSUM BOARD OR }' <br />BUILDING WRAP (REFER TO <br />SPECIFICATIONS <br />BT, OF FLR TRUSS (TOP <br />HIGH STRENGTH CLG. <br />STUCCO SPECS FOR COMPLETE <br />PRE-ENG FLOOR TRUSS <br />O <br />2x4 SUPPORTS BT <br />PLATE OF 2ND FLR, BT, <br />BOARD <br />CONG. FILLED LINTEL BLK <br />INFORMATION) <br />(INSTALL PER MFG. SPECS.) <br />�5 REBAR g 1'. <br />PRECAST SILL <br />2x4 15 FOR WALL <br />(1) 15 REBAR CONTINUOUS <br />NOTE; SHEATHING MUST NOT <br />GYPSUM BOARD OR }' <br />w O.G. MAX, IN <br />Z <br />to <br />SHEATHING NAILER) <br />SEE ENERGY CODE FORMS <br />BREAK 1'-4' MIN. FROM 2ND FLR <br />LINE <br />HIGH STRENGTH CLG. <br />w CONCRETE <br />1Y z POURED CELL, <br />Ix2 P.T. FURRING STRIPS <br />WEEP SCREED <br />FOR INSULATION R-VALUES <br />2x4 CONT. as TOP AND BT. OF <br />BOARD <br />O VERIFY PER <br />(SEE DETAIL 2/D3) <br />PRECAST LINTEL <br />FLR TRUSS (TOP 2x4 SUPPORTS <br />GONG. FILLED LINTEL BLK W/ <br />IL t PLAN. <br />()Q <br />8' CMU <br />EMBED. STRAP VERIFY <br />WINDOW ATTACHMENT AS <br />BT PLATE OF 2ND FLR, BT. 2x4 <br />(1) S REBAR CONTINUOUS <br />O SEE ENERGY <br />I/2' GYP. WL. BD. <br />W/ TRUSS PLAN <br />PER MANUFACTURES <br />IS FOR WALL SHEATHING <br />PRECAST LINTEL <br />� l) CODE FORMS <br />5/a' THICK, 3 GOAT <br />SPECIFICATIONS <br />NAILER) <br />WINDOW ATTACHMENT AS <br />cD <br />w FOR <br />(I) •4 CONTINUOUS REBAR <br />PORTLAND CEMENT <br />PRECAST SILL <br />WEEP SCREED <br />PER MANUFACTURER <br />Q O INSULATION <br />WOOD BASE <br />PLASTER APPLIED <br />(U 05 REBAR VERTICALLY <br />(SEE DETAIL 2/D3) <br />� SPECIFICATIONS <br />� W R-VALUES z w <br />•4 REBAR 48' LONG <br />DIRECTLY TO MASONRY <br />W/ GONG POURED CELL <br />PRECAST SILL <br />w Q i W O <br />W/6' HOOK s 24' O.C., <br />2—STORY <br />4 <br />Ix2 P.T. FURRING STRIPS <br />EMBED. STRAP VERIFY <br />"5 <br />Qi z Q <br />O <br />MIN. 24' IN SLAB <br />0 16' O.G. <br />W/ TRUSS PLAN <br />(1) REBAR VERTICALLY <br />L ly <br />IL <br />2'-0' (MIN <br />FIRST <br />FIRST FLOOR <br />W/ CONC. POURED CELL <br />- <br />- <br />BLOCK SECOND <br />�' <br />CMU <br />I/2' GYP. WL. BD. <br />s <br />/e' THICK, 3 GOAT <br />PORTLAND CEMENT <br />E Ix2 P.T. FURRING STRIPSID <br />I � <br />N SLAB) <br />��FLOOR FRAME <br />1 _ <br />WOOD BASE <br />PLASTER APPLIED <br />16 o.c. <br />I <br />z <br />9 <br />l \ <br />1 <br />DIRECTLY TO MASONRY <br />8• CMU <br />�' <br />I <br />SCALE: 3/4'=1'-0' <br />- 1/2' GYP, WL. BD. <br />WALL <br />4' GONG., REINF. W/ 6'x(o' <br />2—STORY GABLE <br />] WOOD BASE <br />SECTION <br />W1.4XWIAO WWM ON &-MIL POLY <br />° ` a <br />FIRST FLOOR <br />WOOD <br />— I <br />ETHYLENE VAPOR BARRIER ON <br />° e a <br />WELL COMPACTED CLEAN FILL <br />BLOCK SECOND <br />I <br />TO �� <br />TERMITE TREATMENT SHALL BE <br />1A FLOOR FRAMEFRAME <br />6„ 6„ <br />BORA-CARE <br />(3) 05 REBAR ON CHAIRS <br />SCALE: 3/4'=1'-0' <br />a <br />A R C R I T E C T 3 1 <br />6 <br />Design <br />Grou i�.. <br />141 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-7746078 <br />FAX- 407-7744078 <br />www.abdesigngroup.com <br />AA M: 0003325 A <br />Z <br />w <br />z <br />h <br />0 <br />0 <br />aysniv ae LOT: <br />SILVERADO <br />LOT #11 <br />BLK #1 <br />PROJffiCT�p <br />04128.000-11001 <br />MODBLA <br />4EHB <br />"2605—HAYDEN" <br />GARAGE 611MG: <br />LEFT <br />PAGN: <br />MONOLITHIC <br />2—STORY <br />1— HR WALL <br />SECTIONS & NOTES <br />%150 MPH EXP. B <br />ARCHrrECT: <br />STATE OF FLORIDA <br />., <br />D TM 11/09/16 <br />BCALM: 1 /4"=1'— 0" <br />m*mcmT <br />D4e 1 <br />