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FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />R905.2.1 ON 2' O.S B- <br />SHEATHING OR J' 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 />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 I' <br />CDX PLYWOOD, <br />ATTACHED PER FASTENER <br />SCHEDULE ON SHEET D5. <br />7/6' THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER OVER <br />EXPANDED GALV'D <br />METAL LATH ON <br />FORTIRBER 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 I'-4' MIN. <br />FROM 2ND FLR LINE <br />2x4 CONT. a 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 J <br />s/e' THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />2-STORY <br />FIRST FLOOR <br />BLOCK SECOND <br />U-11---�FLOOR FRAME <br />SCALE: 3/4'= I'-0' <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />I' GYPSUM BOARD OR <br />HIGH STRENGTH CLG. <br />BOARD <br />TWIST STRAP VERIFY W/ <br />TRUSS PLAN <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />WINDOW SILL <br />2x STUDS 9 16' O.G. MAX W/ <br />INS-L., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-VALUES <br />J' T t 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 />CONC. FILLED LINTEL BLK <br />(1) 05 REBAR CONTINUOUS <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />PRECAST LINTEL <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />PRECAST SILL <br />(1) 05 REBAR VERTICALLY <br />W/ CONC. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />6 16' O.C. <br />S' CMU <br />1/2, GYP. WL. BD. <br />WOOD BASE <br />OVER «30 FELT PAPER <br />2x4 BLOCKING BETWEEN <br />FIBERGLASS SHINGLES <br />INSTALLED PER FBCR <br />TRUSSES WHERE 'X' BRACING <br />OVER 030 FELT PAPER <br />RS052.1 ON ib' O.S.B. <br />IS PRESENT <br />INSTALLED PER FBCR <br />SHEATHING OR }' CDX <br />R9052.1 ON �v O.S.B. <br />PLYWOOD SECURED PER <br />SHEATHING OR �' CDX <br />FASTENER SCHEDULE <br />PRE-ENG GABLE TRUSS <br />PLYWOOD SECURED PER <br />P.T. IX2 W/ MTL. DRIP EDGE <br />CONT. 2x4 RAT RUN SECURED <br />FASTENER SCHEDULE <br />SEE ENERGY CODE FORMS <br />2x4 OR 2xro SUB -BAND PER <br />W/ (2) 12d's 0 EACH TRUSS <br />PRE-ENG TRUSS <br />FOR INSULATION R-VALUES <br />ELEVATIONS <br />P.T. IX2 W/ MTL. DRIP EDGE <br />I' GYPSUM BOARD OR }' <br />VENTED ALUM. SOFFIT <br />2x4 OR 2xro SUS -BAND <br />HIGH STRENGTH CLG. <br />BOARD <br />PER ELEVATIONS <br />STIFFBAGK AT ALL <br />UPRIGHTS OVER 4'-10' <br />VENTED ALUM. SOFFIT <br />SIMPSON <br />HIGH (SEE SEALED ENG. <br />SEE ENERGY CODE FORMS <br />1,000« UPLIFT <br />SP2 g EA. <br />2X8 STUD <br />FOR SIZE t CONDITION) <br />FOR INSULATION R-VALUES <br />CONNECTOR <br />SECURE 2x4 PLATE TO WALL W/ <br />2x8 SYP 02 <br />3'x6' THRU-BOLTS 9 32' O.G. <br />' GYPSUM BOARD OR <br />DBL TOP <br />8 <br />MAX THEN SECURE GABLE TO <br />HIGH STRENGTH CLG. <br />BOARD <br />PLATE <br />IN DRY WALL <br />2x4 PLATE W/ 12d's 8' O.G. MAX <br />DOUBLE TOP PLATE <br />WALL <br />SHEATHING <br />A' DIA ANCHOR BOLT <br />OR <br />AT O.C. MAX WITH 1 ' <br />SECURE GABLE TO DBL TOP <br />WINDOW ATTACHMENT AS <br />2x8 SYP "2 <br />EMBEDMENT <br />E DMENT AND 2' <br />PLATE W/ SIMPSON HTC4 6 24 <br />PER MANUFACTURES <br />WOOD STUDS <br />DIA. WASHER <br />O.C. MAX <br />SPECIFICATIONS <br />AT 12' O.C. MAX <br />WINDOW HEADER SIZE VARIES <br />WINDOW SILL <br />SIMPSON SPI <br />m EA. 2X8 <br />PER WINDOW OPENING SEE <br />HEADER SPAN CHART FOR <br />2x STUDS 6 16' O.G. MAX W/ <br />STUD <br />DETAILS <br />INSUL., SEE ENERGY CODE <br />O.S.B. SHEATHING OR J' GDX <br />FORMS FOR INSULATION <br />R-VALUES <br />2x8 P.T. SYP 02 <br />0 SOLE PLATE <br />(1) COURSE TIE -BEAM <br />PLYWOOD. ATTACHED PER <br />POURED SOLID WITH <br />FASTENER SCHEDULE ON SHEET <br />4' T a G SUBFLOOR GLUED <br />w <br />-- <br />CONCRETE. (1) 05 <br />IDS <br />AND SCREWED AS PER <br />W q <br />REBAR HORIZONTALLY <br />1/6' THICK, 3 COAT PORTLAND <br />FASTENER SCHEDULE <br />0 <br />CEMENT PLASTER OVER <br />PRECAST LINTEL <br />EXPANDED GALV'D METAL LATH <br />WINDOW ATTACHMENT AS <br />ON FORTIFIBER JUM50TEX <br />'D' <br />z w <br />PER MANUFACTURES <br />GRADE PAPER OVER TYVEK <br />SPECIFICATIONS <br />BUILDING WRAP (REFER TO <br />J 0 <br />STUCCO SPECS FOR COMPLETE <br />PRE-ENG FLOOR TRUSS <br />w <br />PRECAST SILL <br />INFORMATION) <br />- (INSTALL PER MFG. SPECS.) <br />z 5 REBAR 6 IV <br />NOTE: SHEATHING MUST NOT <br />BOARD OR �° <br />MAXIN <br />O.C.MAX,GYPSUM <br />Z � <br />BREAK 1'-4' MIN. FROM 2ND FLR <br />HIGH STRENGTH CLG. <br />w CONCRETE <br />I <br />LINE <br />BOARD <br />CELL, <br />O VERIFY <br />STRIPS <br />1216 <br />2x4 CONT. ID TOP AND BT. OF <br />00 PER <br />PLAN. <br />� O.C.ING <br />FLR TRUSS (TOP 2x4 SUPPORTS <br />CONG. FILLED LINTEL BLK W/ <br />B () <br />8' CMU <br />BT PLATE OF 2ND FLR, BT. 2x4 <br />IS FOR WALL SHEATHING <br />(1) "5 REBAR CONTINUOUS <br />:i O SEE ENERGY <br />1/2' GYP. WL. BD. <br />NAILER) <br />PRECAST LINTEL <br />0 <br />c0 0 CODE FORMS <br />(1) 04 CONTINUOUS REBAR <br />WEEP SCREED <br />WINDOW ATTACHMENT AS <br />n PER MANUFACTURER <br />-j w FOR <br />--r > INSULATION <br />WOOD BASE <br />(SEE DETAIL 2/D3) <br />T rtJT <br />SPECIFICATIONS <br />40 <br />M R-VALUES 7_ <br />« 4 REBAR 48' LONG <br />PRECAST SILL <br />w <br />OL.4 F Q Ll <br />W/6' HOOK 6 24' O.C., <br />EMBED. STRAP VERIFY <br />(1)05 REBAR VERTICALLY <br />Q <br />O =; <br />MIN. 24' IN SLAB <br />W/ TRUSS PLAN <br />W/ GONG. POURED CELL <br />(L o <br />2'-0' (MIN_ <br />THICK, 3 COAT <br />__ <br />x2 P.T. FURRING STRIPS <br />� <br />0 <br />- <br />I <br />IN SLAB) <br />PORTLAND CEMENT <br />16' O.G. <br />lk <br />— <br />— — <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />8' CMU <br />___ <br />WALL F <br />I a= " a <br />1/2' GYP. WL. BD, <br />e <br />4' CONC., REINF. W/ 6'x6' <br />2-STORY GABLE <br />] WOOD BASE <br />SECTION - OI <br />l�� <br />WIAXW1.40 WWII ON 6-MIL POLY <br />FIRST FLOOR <br />WOOD-- <br />« <br />ETHYLENE VAPOR BARRIER ON <br />a a <br />WELL -COMPACTED CLEAN FILL <br />BLOCK SECOND <br />9 <br />uo1 <br />FRAME TO6 <br />TERMITE TREATMENT SHALL BE <br />1A FLOOR FRAME <br />Lam_` <br />1B LOCK WALL m <br />6„6. <br />T 0 <br />_ � 'CARE <br />(3) «5 REBAR ON CHAIRS <br />SCALE: 3/4'=1'-0' <br />a <br />A R C H IT EC T S <br />6 <br />Design <br />Gm �n�. <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />w <br />w <br />w <br />0 <br />4 <br />0 <br />F <br />0 <br />2 <br />BVHDIV. de LOT: <br />SILVERADO <br />LOT 13 <br />BLK 1 <br />PROJECT* <br />04128.000-13001 <br />moDEL: <br />4EAB <br />"1672-ARIA" <br />GARAGE SInNG: <br />LEFT <br />PAGE: <br />MONOLITHIC <br />2-STORY <br />1- HR WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B <br />p- ARCHfiECT: <br />DP � 11/04,116 <br />SCALE: 1 /4"=1'- 0" <br />BIDET <br />D4.1 <br />