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FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />IR9052.1 ON I,' O.S.B. <br />SHEATHING OR �' 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 />ib O.S.B. SHEATHING OR 4' <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 />FORTIFIBER 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 1'-4' MIN. <br />FROM 2ND FLR LINE <br />2x4 CONT. m 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 <br />V THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />2-STORY <br />FIRST FLOOR <br />BLOCK SECOND <br />FLOOR FRAME <br />1 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 s 16' O.G. MAX W/ <br />INSUL., 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 />9 16' O.C. <br />8' CMU <br />1/2' GYP. WL, BD. <br />WOOD BASE <br />OVER *30 FELT PAPER <br />INSTALLED PER FBCR <br />R9052.1 ON I.' O.S.B. <br />SHEATHING OR ?' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />P.T_ IX2 W/ MTL_ DRIP EDGE — <br />2x4 OR 2x6 SUB -BAND PER — <br />ELEVATIONS <br />VENTED ALUM. SOFFIT— <br />STIFFBACK 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' THRU-BOLTS A 32' O.G. <br />MAX THEN SECURE GABLE TO <br />2x4 PLATE W/ I2d's 6' O.C. MAX <br />OR <br />SECURE GABLE TO DBL TOP <br />PLATE W/ SIMPSON HTC4 0 24' <br />O.G. 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/S' 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. 6 TOP AND BT. OF <br />FLR TRUSS (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/ TRUSS PLAN <br />V 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'-0' <br />2x4 BLOCKING BETWEEN <br />FIBERGLASS SHINGLES <br />TRUSSES WHERE 'X' BRACING <br />OVER #30 FELT PAPER <br />IS PRESENT <br />INSTALLED PER FBCR <br />R9052.1 ON 1,' 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 -a EACH TRUSS <br />PRE-ENG TRUSS <br />FOR INSULATION R-VALUES <br />P.T. IX2 W/ MTL, DRIP EDGE <br />I' GYPSUM BOARD OR <br />2x4 OR 2x6 SUB -BAND <br />HIGH STRENGTH CLG. <br />PER ELEVATIONS <br />BOARD <br />VENTED ALUM. SOFFIT <br />SIMPSON <br />SEE ENERGY GORE FORMS <br />FOR INSULATION R-VALUES <br />1000" UPLIFT <br />XS STUD <br />CONNECTOR <br />' GYPSUM BOARD OR <br />DBL OPT <br />HIGH STRENGTH CLG. <br />PLATE <br />BOARD <br />DRY WALL <br />DOUBLE TOP PLATE <br />WALL <br />SHEATHING' <br />DIA ANCHOR BOLT <br />AT I6' 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.C. MAX <br />SIMPSON SPI <br />WINDOW SILL <br />g EA. 2X5 <br />2x STUDS 's Iro' O.C. MAX W/ <br />STUD <br />INSUL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />2x8 P.T. SYP 02 <br />R-VALUES <br />O SOLE PLATE <br />(1) COURSE TIE -BEAM <br />POURED SOLID WITH <br />' T : G SUBFLOOR GLUED <br />w <br />CONCRETE. (1) "5 <br />AND SCREWED AS PER <br />W -q <br />REBAR HORIZONTALLY <br />FASTENER SCHEDULE <br />O Q <br />ff <br />PRECAST LINTEL <br />W <br />WINDOW ATTACHMENT AS <br />w <br />PER MANUFACTURES <br />w Q <br />SPECIFICATIONS <br />� IK <br />PRE-ENG FLOOR TRUSS <br />w <br />PRECAST SILL <br />(INSTALL PER MFG. SPECS.) <br />? 05 REBAR m 16' <br />J' GYPSUM BOARD OR }' <br />1 W O.G. MAX, IN <br />Z W <br />W. <br />HIGH STRENGTH CLG. <br />W CONCRETE <br />BOARD <br />POURED CELL, <br />Ix2 P.T. FURRING STRIPS <br />Q VERIFY PER <br />9 16' O.G. <br />GONG. FILLED LINTEL BLK W/ <br />PLAN. <br />0 <br />8' CMU <br />(1) S REBAR CONTINUOUS <br />O SEE ENERGY <br />112' GYP. WL. BD. <br />PRECAST LINTEL <br />U CODE FORMS <br />(1) 04 CONTINUOUS REBAR <br />WINDOW ATTACHMENT AS <br />w FOR <br />WOOD BASE <br />PER MANUFACTURER <br />Q 0 INSULATION <br />SPECIFICATIONS <br />on R-VALUES Z <br />•4 REBAR 48' LONG <br />PRECAST SILL <br />Q F Q <br />Q <br />W/6' HOOK 9 24' O.C., <br />Q1 ? Q <br />O <br />MIN. 24' IN SLAB <br />(1) S REBAR VERTICALLY <br />W/ CONC, POURED CELL <br />_il fY <br />p 0 <br />� <br />2'-0' (MiN. <br />IN SLAB) <br />Ix2 P.T. FURRING STRIPS <br />� <br />-- <br />0 IV O.C. <br />8' GMU <br />Zf <br />WALL F <br />1/2' GYP. WL. BD. <br />, <br />4' CONC., REINF. W/ 6'x6' <br />�- WOOD BASE <br />SECTION - <br />�a_ <br />WIAXWI.40 WWM ON 6-MIL POLY <br />_ <br />WOOD <br />ETHYLENE VAPOR BARRIER ON <br />WELL -COMPACTED CLEAN FILL <br />�f a <br />FRAMEw <br />TERMITE TREATMENT SHALL BE <br />OCK WALL 0 <br />0 <br />6 6� � * <br />BORA-CARE <br />C0-3— <br />� -P — <br />(3)'5 REBAR ON CHAIRS <br />► BEN ITO C T 4 <br />GmDesign <br />u lnc. <br />L44i N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />Www.abdmlgngroup.can <br />AA 8: 0003325 <br />w <br />y <br />w <br />w <br />z <br />0 <br />c <br />d <br />w <br />m <br />9VS3DIV. &c LOT. <br />SILVERADO <br />LO T 21 <br />LOST 1 <br />0�412 000-21001 <br />3WODEIL <br />4EBB <br />"1828- CALI" <br />GARAGE B'WING: <br />LEFT <br />PAGE: <br />MONOLITHIC <br />2-STORY <br />1-HR WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B <br />ARCHRECT: <br />STATE OF FLORIDA <br />11 <br />P � D11/02/16 <br />SCALE 1/4"=1'-0" <br />Bi1EEET <br />D4.1 <br />