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FIBERGLASS SHINGLES <br />A R C R I T E C T S <br />FIBERGLASS SHINGLES <br />OVER "30 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 r O.S$. <br />IS PRESENT <br />INSTALLED PER FBCR <br />R9052.1 ON' O.S.B. <br />SHEATHING OR J' CDX <br />R9052.1 ON 1,' 0.S$. <br />SHEATHING GDX <br />PLYWOOD SECURED PER <br />SHEATHING %' GDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />FASTENER SCHEDULE <br />F'RE-ENG GABLE TRUSS <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE SEE ENERGY CODE FORMS <br />^ww <br />PRE-ENG TRUSS <br />P.T. IX2 W/ MTL. DRIP EDGE <br />CONT. 2x4 RAT RUN SECURED <br />Grou <br />ou <br />P.T. IX2 W/ MTL. DRIP EDGE SEE ENERGY CODE FORMS <br />2x4 OR 2x6 SUB -BAND PER <br />W/ (2) 12d's 6 EACH TRUSS <br />PRE-ENG TRUSS FOR INSULATION R-vALUE5 <br />Ine. <br />FOR INSULATION R-VALUES <br />ELEVATIONS <br />P.T. IX2 W/ MTL. DRIP EDGE J' GYPSUM BOARD OR J' <br />2x4 OR 2x6 SUB -BAND I' GYPSUM BOARD OR <br />2x4 OR 2x6 SUB -BAND HIGH STRENGTH CLG. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PER ELEVATIONS HIGH STRENGTH CLG. <br />VENTED ALUM. SOFFIT <br />PER ELEVATIONS BO �RD <br />PH: 407-774.6078 <br />VENTED ALUM. SOFFIT BOARD <br />STIFFBACK AT ALL <br />VENTED ALUM. SOFFIT SIMPSON <br />FAX 407-774.4078 <br />DOUBLE TOP PLATE <br />TWIST STRAP VERIFY W/ <br />UPRIGHTS OVER 4'-10' <br />HIGH (SEE SEALED ENG. <br />SEE ENERGY CODE FORMS <br />5P2 o EA. <br />www.abdesigngroup.com <br />AAp:OW3325 <br />WINDOW HEADER SIZE TRUSS PLAN <br />FOR SIZE t CONDITION) <br />FOR INSULATION R-VALUES <br />" <br />1,000 UPLIFT 2X8 STUD <br />VARIES PER WINDOW CONNECTOR <br />OPENING SEE HEADER WINDOW ATTACHMENT AS SECURE 2x4 PLATE TO WALL W/ 2x8 SYP 02 <br />SPAN CHART FOR PER MANUFACTURES' GYPSUM BOARD OR }' DBL TOP <br />DETAILS SPECIFICATIONS 3g'xb' THRU-BOLTS o 32' O.G. HIGH STRENGTH CLG. PLATE <br />O.S$. SHEATHING OR MAX THEN SECURE GABLE TO BOARD �' DRY WALL <br />116 li WINDOW SILL 2x4 PLATE W/ 12d's 8' O.C. MAX WALL <br />CDX PLYWOOD. OR DOUBLE TOP PLATE SHEATHING A' DIA ANCHOR BOLT <br />ATTACHED PER FASTENER 2x STUDS o I(o' O.G. MAX W/ SECURE GABLE TO DBL TOP WINDOW ATTACHMENT ASi if ET Irb O.C. MAX WITH 1' <br />SCHEDULE ON SHEET 05. 2x8 SYP EMBEDMENT AND 2' <br />INSUL., SEE ENERGY CODE PLATE W/ SIMPSON HTC4 6 24' PER MANUFACTURES WOOD STUDS <br />EE DIA. WASHER <br />1/6' THICK, 3 COAT FORMS FOR INSULATION O.G. MAX SPECIFICATIONS AT 12' O.C. MAX <br />PORTLAND CEMENT R-VALUES WINDOW HEADER SIZE VARIES SIMPSON SPI <br />PLASTER OVER WINDOW SILL 6 EA. 2X8 <br />EXPANDED GALV'D PER WINDOW OPENING SEE 2x STUDS m 16' O.C. MAX W/ _ STUD <br />METAL LATH ON A' T d G SUBFLOOR GLUED HEADER SPAN CHART FOR INSUL., SEE ENERGY CODE <br />FORTIFIBER JUMBOTEX AND SCREWED AS PER DETAILS FORMS FOR INSULATION 2x8 P.T. SYP 02 <br />GRADE 'D' PAPER OVER FASTENER SCHEDULE O.S.B. SHEATHING OR I' CDX (3 SOLE PLATE (1) COURSE TIE -BEAM <br />R-VALUES <br />TYVEK BUILDING WRAP PLYWOOD. ATTACHED PER ~ POURED SOLID WITH <br />!REFER TO STUCCO FASTENER SCHEDULE ON SHEET ' T t G SUBFLOOR GLUED w CONCRETE. (1) "5 <br />SPECS FOR COMPLETE D5 AND SCREWED AS PER O.4 REBAR HORIZONTALLY <br />INFORMATION) 1/8' THICK, 3 COAT PORTLAND FASTENER SCHEDULE <br />CEMENT PLASTER OVER p a PRECAST LINTEL <br />NOTE; SHEATHING MUST w <br />NOT BREAK I'-4' MIN. EXPANDED GALV'D METAL LATH = w <br />FROM 2ND FLR LINE PRE-ENG FLOOR TRUSS ON FORTIFIBER JUMBOTEX 0. WINDOW ATTACHMENT AS <br />!INSTALL PER MFCs. SPECS. GRADE 'D' PAPER OVER TYVEK Z w PER MANUFACTURES <br />2x4 CONT, o TOP AND ' GYPSUM BOARD OR %' BUILDING WRAP (REFER TO w � SPECIFICATIONS <br />BT. OF FLR TRUSS (TOP HIGH STRENGTH CLG. STUCCO SPECS FOR COMPLETE <br />2x4 SUPPORTS BT BOARD INFORMATION) PRE-ENG FLOOR TRUSS w[X Z "5 REBAR 16' PRECAST SILL <br />PLATE OF 2ND FLR, BT. (INSTALL PER MFG. SPECS.) <br />CONC. FILLED LINTEL BLK NOTE: SHEATHING MUST NOT u.l O.G. MAX, IN <br />' GYPSUM BOARD OR }' Z W <br />2x4 IS FOR WALL (U 05 REBAR CONTINUOUS BREAK 1'-4' MIN. FROM 2ND FLR w CONCRETE <br />SHEATHING NAILER) SEE ENERGY CODE FORMS HIGH STRENGTH CLG. <br />LINE BOARD w Z POURED CELL, Ix2 P.T. FURRING STRIPS <br />WEEP SCREED FOR INSULATION R-VALUES 2x4 CONT. a TOP AND BT. OF 613 VERIFY PER 6 16' O.G. <br />(SEE DETAIL 2/1)3) PRECAST LINTEL FLR TRUSS (TOP 2x4 SUPPORTS GONG. FILLED LINTEL BLK W/ PLAN. <br />p t) 8' CMU <br />EMBED. STRAP VERIFY WINDOW ATTACHMENT AS BT PLATE OF 2ND FLR, BT. 2x4 (I) «5 REBAR CONTINUOUS :1 7O SEE ENERGY 1/2' GYP. WL. BD. <br />W/ TRUSS PLAN PER MANUFACTURES IS FOR WALL SHEATHING PRECAST LINTEL ON U CODE FORMS <br />5/s' THICK, 3 COAT SPECIFICATIONS NAILER) WINDOW ATTACHMENT AS WEEP SCREED J w FOR > WOOD BASE <br />_ (1) 4 CONTINUOUS REBAR <br />PORTLAND CEMENT PRECAST SILL PER MANUFACTURER INSULATION <br />!SEE DETAIL 2/D3J M 04 REBAR 48' LONG <br />PILASTER DM APPLIED (I) "5 REBAR VERTICALLY SPECIFICATIONS W R-VALUES Z <br />DIRECTLY TO MASONRY W/ CONC. POURED CELL PRECAST SILL w Q W W/6' HOOK e 24' O.G., <br />2— STORY Ix2 PT FURRING STRIPS EMBED, STRAP VERIFY n _ Q z Q MIN, 24' IN SLAB <br />a 16' O.C. <br />FIRST FLOOR 8' GMU <br />BLOCK SECOND 112' GYP. WL. BD, <br />FLOOR FRAME WOOD BASE <br />1 SCALE: 3/4'=1'-O' <br />.2—STORY <br />W/ TRUSS PLAN <br />s/8 THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />GABLE <br />� <br />j . <br />(1) 05 REBAR VERTICALLY <br />lx CONC. F POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />g 16' O.C. <br />8' GMU <br />1/2, GYP.WL. BD. <br />WOOD BASE <br />L � <br />� <br />lk <br />4' <br />WALL S <br />SECTION — ° <br />j <br />2'-O" !MIN. <br />IN SLAB) <br />_ <br />4' GONG, REINF. W/ 6'x6' <br />WIAXW1.40 WWM ON 6-MIL POLY <br />FIRST FLOOR <br />SECOND <br />AFLOOR FRAME <br />SCALE: 3/4'=1'-0'U!3) <br />° <br />WOODBLOCK uiTERMITE <br />FRAME TO <br />LOCK WALL <br />44o <br />ETHYLENE VAPOR BARRIER ON <br />WELL -COMPACTED CLEAN FILL <br />TREATMENT SHALL BE <br />BORA-CARE <br />"5 REBAR ON CHAIRS <br />F <br />w <br />m <br />w <br />8 <br />0 <br />F <br />a <br />a <br />F <br />0 <br />i <br />� <br />sumxv & LOT: <br />SILVERADO <br />LOT #24 <br />BLK #1 <br />PROJ>OCT <br />04128.000-24001 <br />moDEIs <br />4EHB <br />"2605-HAYDEN" <br />GARAGE s1►ING: <br />RIGHT <br />PAGE: <br />MONOLITHIC <br />2—STORY <br />1—HR WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B <br />ARCFFTECT <br />STATE OF FLORIDA <br />v <br />ROLAND A <br />AR NO 93723 <br />Daurr <br />A 11/2/16 <br />SCALE: 1 /4"= l' — O" <br />82 EET <br />D4. <br />/� `-N- .1 <br />