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FIBERGLASS SHINGLES <br />OVER #30 FELT PAPER <br />INSTALLED PER FBCR <br />R9052.1 ON J' O.S.B. <br />SHEATHING OR 2 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 J' <br />CDX PLYWOOD. <br />ATTACHED PER FASTENER <br />SCHEDULE ON SHEET D5. <br />1/0' THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER OVER <br />EXPANDED GALVD <br />METAL LATH ON <br />FORTIF15ER JUM50TEX <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. 0 TOP AND <br />BT. OF FLR TRU55 (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 />U`11-'�FLOOR FRAME <br />SCALE: 3/4' = I' -0' <br />EE ENERGY CODE FORMS <br />OR INSULATION R-VALUES <br />' GYPSUM BOARD OR <br />IIGH STRENGTH GLG. <br />3OARD <br />WI5T STRAP VERIFY W/ <br />RU55 PLAN <br />ANDOW ATTACHMENT AS <br />'ER MANUFACTURES <br />,PECIFICATIONS <br />WINDOW SILL <br />2x STUDS o 16' O.G. MAX W/ <br />IN5UL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-VALUES <br />J' T e G 5UBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />PRE-ENG FLOOR TRUSS <br />(INSTALL PER MFG. SPECS- <br />8' GYPSUM BOARD OR <br />HIGH STRENGTH GLG. <br />BOARD <br />CONIC, FILLED LINTEL BLK I <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/ GONG. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />m 16' O.G. <br />8' CMU <br />I/2' GYP. WL. BD. <br />WOOD SASE <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />R5052.1 ON F O.S.B. <br />SHEATHING OR Z CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />P.T. IX2 W/ MTL. DRIP EDGE <br />2x4 OR 2x6 51,15-15AND PER <br />ELEVATIONS <br />VENTED ALUM. SOFFIT <br />5TIFF5ACK AT ALL <br />UPRIGHTS OVER 4'-10' <br />HIGH (SEE SEALED ENG. <br />FOR SIZE 4 CONDITION) <br />SECURE 2x4 PLATE TO WALL W/ <br />3.x6' TWRU-BOLTS o 32' O.G. <br />MAX THEN SECURE GABLE TO <br />2x4 PLATE W/ 12d's S' O.G. MAX <br />OR <br />SECURE GABLE TO DBL TOP <br />PLATE W/ 5IMP50N HTC4 6 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 }' 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 GALV'D METAL LATH <br />ON FORTIF15ER 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 1'-4' MIN. FROM 2ND FLR <br />LINE <br />2x4 CONT. o TOP AND BT. OF <br />FLR TRU55 (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/ TRU55 PLAN <br />5/B' THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />2-STORY GABLE <br />FIRST FLOOR <br />BLOCK SECOND <br />1A FLOOR FRAME <br />SCALE: 3/4' =1' -O' <br />2x4 BLOCKING BETWEEN <br />FIBERGLASS SHINGLES <br />TRUSSES WHERE 'X' BRACING <br />OVER 030 FELT PAPER <br />IS PRESENT <br />INSTALLED PER FBCR <br />R5052.1 ON J' O.S.B. <br />SHEATHING OR J' CDX <br />PRE-ENG GABLE TRUSS <br />PLYWOOD SECURED PER <br />CONT. 2x4 RAT RUN SECURED <br />FASTENER SCHEDULE <br />SEE ENERGY CODE FORMS <br />W/ (2) 12d's m EACH TRUSS <br />PRE -ENG TRU55 <br />FOR INSULATION R-vALUE5 <br />P.T. IX2 W/ MTL. DRIP EDGE <br />I' GYPSUM BOARD OR }' <br />2x4 OR 2x6 5U8-BAND <br />HIGH STRENGTH GLG. <br />PER ELEVATIONS <br />BOARD <br />VENTED ALUM. SOFFIT <br />51MP50N <br />SEE ENERGY CODE FORMS <br />5P2 a EA. <br />FOR INSULATION R-VALUES <br />1,000" UPLIFT <br />2X8 STUD <br />CONNECTOR <br />J' GYPSUM BOARD OR <br />DBL TOP <br />HIGH STRENGTH GLG. <br />PLATE <br />BOARD <br />DRY WALL <br />DOUBLE TOP PLATE <br />WALL' <br />SHEATHING <br />DIA ANCHOR BOLT <br />AT 16' O.C. MAX WITH 1' <br />WINDOW ATTACHMENT AS <br />2x8 SYP "2 <br />EMBEDMENT AND 2' <br />PER MANUFACTURES <br />WOOD STUDS <br />DIA- WASHER <br />SPECIFICATIONS <br />AT 12' O.G. MAX <br />SIMPSON 5PI <br />WINDOW SILL <br />W <br />a EA. 2X8 <br />2x STUDS m 16' O.C. MAX W/ <br />STUD <br />INSUL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />2x6 P.T. SYP n <br />R-VALUES <br />O SOLE PLATE <br />(1) COURSE TIE -BEAM <br />POURED SOLID WITH <br />J' T 4 G 5U5FLOOR GLUED <br />W <br />CONCRETE. (1) 05 <br />AND SCREWED AS PER <br />(L.4 <br />REBAR HORIZONTALLY <br />FASTENER SCHEDULE <br />0- <br />Q' <br />PRECAST LINTEL <br />LU <br />WINDOW ATTACHMENT AS <br />U W <br />PER MANUFACTURES <br />uSPECIFICATIONS <br />PRE-ENG FLOOR TRU55 <br />PRECAST SILL <br />(INSTALL PER MFG, SPECS.) <br />? "5 REBAR m 16' <br />J' GYPSUM BOARD OR " <br />z a w O.G. MAX, IN <br />HIGH STRENGTH GLG. <br />w CONCRETE <br />BOARD <br />Z POURED CELL, <br />Ix2 P.T. FURRING STRIPS <br />p O VERIFY PER <br />a 16' O.C. <br />GONG. FILLED LINTEL BLK W/ <br />IL t PLAN. <br />(AGMU <br />CONTINUOUS <br />(1) 05 REBAR1/ <br />O SEE ENERGY <br />2' GYP. WL. BD. <br />PRECAST LINTEL <br />O U <br />d)W CODE FORMS <br />(1) 04 CONTINUOUS REBAR <br />WINDOW ATTACHMENT AS <br />J } FOR <br />WOOD BASE <br />PER MANUFACTURER <br />Q O INSULATION <br />SPECIFICATIONS <br />B m R-VALUES z w <br />04 REBAR 45' LONG <br />PRECAST SILL <br />Q <br />Q � <br />•OK 24 O.G.,w <br />Z <br />MIN. 24 <br />(1) S REBAR VERTICALLY <br />W/ CONIC. POURED CELL <br />If <br />Q U <br />2'-0" (MIN. <br />{ <br />IN SLAB) <br />Ix2 P.T. FURRING STRIPS <br />m 16' O.G. <br />i 5' CMU <br />z <br />1/2' GYP, WL. BD. <br />WALL <br />o' <br />I ; <br />4' GONG., REINF, W/ 6'x6' <br />WOOD BASE <br />SECTION — <br />W1.4XW1.40 WWM ON 6-MIL POLY <br />_ <br />WOOD <br />ETHYLENE VAPOR BARRIER ON <br />WELL -COMPACTED CLEAN FILL <br />FRAME TO j <br />H2, <br />TERMITE TREATMENT SHALL BE <br />LOCK WALL m ° <br />BORA-CARE <br />U <br />(3) 05 REBAR ON CHAIRS <br />A E C N I T E C T S <br />6 <br />VGS�n <br />Grou <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-77460078 <br />FAX: 407-774-4078 <br />www.a bdesigngrou p.com <br />AA S: 0003325 <br />w <br />w <br />i; <br />w <br />0 <br />F <br />4 <br />a <br />c <br />SUBDN as LOT <br />SILVERADO <br />LOT 20 <br />BLK 1 <br />PROJECT <br />04128.00 —20001 <br />bw ZILA <br />4EGB <br />"GALEN" <br />GARAGE BVWG: <br />LEFT <br />PAGE: <br />MONOLITHIC <br />2—STORY <br />1—HR WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B <br />ARCHITECT <br />STATE OIF FLORIDA <br />DA 11/07/16 <br />8CAIM 1/77170" <br />s*Emw D`t-] <br />. 1 <br />