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FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />R9052.1 ON �,,' 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 />b O.S.B. SHEATHING OR I' <br />CDX PLYWOOD. <br />ATTACHED PER FASTENER <br />SCHEDULE ON SHEET D5. <br />-I/8' THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER OVER <br />EXPANDED GALV'D <br />METAL LATH ON <br />FORTIFIBER 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. 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 <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 />SEE ENERGY CODE FORMS <br />FOR INSULATION R-vALUES <br />R' 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 />UINDOW SILL <br />?x STUDS 6 16' O.C. MAX W/ <br />NSUL., SEE ENERGY CODE <br />:ORM8 FOR INSULATION <br />R- VALUES <br />J' T 4 G SUBFLOOR GLUED <br />4ND SCREWED AS PER <br />°ASTENER SCHEDULE <br />'RE-ENG FLOOR TRUSS <br />'INSTALL PER MFG, SPECS., <br />�' GYPSUM BOARD OR ° <br />-SIGH STRENGTH CLG. <br />50ARD <br />:ONC. FILLED LINTEL BLK <br />) 05 REBAR CONTINUOUS <br />SEE ENERGY CODE FORMS <br />-OR INSULATION R-VALUES <br />'RECAST LINTEL <br />.UINDOW ATTACHMENT AS <br />'ER MANUFACTURES <br />3PEG IF ICAT I ONS <br />-RECAST SILL <br />1) "5 REBAR VERTICALLY <br />W/ CONC. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />G 16' O.G. <br />8' CMU <br />1/2' GYP, WL. BD. <br />WOOD BASE <br />OVER 030 FELT PAPER <br />2x4 BLOCKING BETWEEN <br />FIBERGLASS SHINGLES <br />INSTALLED PER FBCR <br />°®��,� TRUSSES WHERE 'X' BRACING <br />OVER 030 FELT PAPER <br />R905.2.1 ON I,' O.S.B. <br />IS PRESENT <br />INSTALLED PER FBCR <br />SHEATHING OR �, CDX <br />R805.21 ON 2' O.S.B. <br />PLYWOOD SECURED PER <br />SHEATHING OR J' CDX <br />FASTENER SCHEDULE <br />PRE-ENG GABLE TRUSS <br />PLYWOOD SECURED PER <br />P.T. IX2 W/ MTL. DRIP EDGE <br />GONT. 2x4 RAT RUN SECURED <br />FASTENER SCHEDULE <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 />ELEVATIONS <br />P.T. IX2 W/ MTL. DRIP EDGE <br />GYPSUM BOARD OR <br />� # <br />VENTED ALUM. SOFFIT <br />2x4 OR 2xroo SUB -BAND <br />HIGH STRENGTH CLG. <br />PER ELEVATIONS <br />BOARD <br />STIFFBAGK AT ALL <br />f <br />UPRIGHTS OVER 4'-10' <br />VENTED ALUM. SOFFIT <br />SIMPSON <br />NIGH (SEE SEALED ENG. <br />SEE ENERGY CODE FORMS <br />r <br />1000 UPLIFT <br />XS STUD <br />FOR SIZE 4 CONDITION) <br />FOR INSULATION R-VALUES <br />CONNECTOR <br />SECURE 2x4 PLATE TO WALL W/ <br />2x8 SYP 02 <br />8'xb' THRU-BOLTS a 32' O.C_ <br />BOHGYPSUM A <br />P <br />HIGH SIRE CLG.R <br />DEBATE <br />MAX THEN SECURE GABLE TO <br />BOARD <br />DRY WALL <br />2x4 PLATE W/ 12d's S' O.G. MAX <br />OR <br />DOUBLE TOP PLATE <br />WALL <br />SHEATHING' <br />DIA ANCHOR BOLT <br />SECUREGABLE TO II TOP <br />WINDOW ATTACHMENT AS <br />2x8 SYP "2 <br />AT I6' O.C. MAX WITH 1' <br />EMBEDMENT AND 2' <br />PLATE W/ SIMPSON HTC4 g 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 />PER WINDOW OPENING SEE <br />-a EA. 2X8 <br />STUD <br />HEADER SPAN CHART FOR <br />2x STUDS 9 16' O.G. MAX W/ <br />DETAILS <br />INSUL., SEE ENERGY CODE <br />1, O.S.B. SHEATHING OR I' CDX <br />FORMS FOR INSULATION <br />R-vALUES <br />2x8 P.T. SYP "2 <br />O SOLE PLATE <br />(1) COURSE TIE -BEAM <br />PLYWOOD. ATTACHED PER <br />~ <br />POURED SOLID WITH <br />FASTENER SCHEDULE ON SHEET <br />' T 4 G SUBFLOOR GLUED <br />Z <br />CONCRETE. (1) 05 <br />D5 <br />AND SCREWED AS PER <br />O Q <br />REBAR HORIZONTALLY <br />115' THICK, 3 COAT PORTLAND <br />FASTENER SCHEDULE <br />irj <br />( <br />CEMENT PLASTER OVER <br />ly <br />PRECAST LINTEL <br />EXPANDED GALV'D METAL LATH <br />7111 <br />0- <br />1 <br />WINDOW ATTACHMENT AS <br />ON FOR71FIBER JUM50TEX <br />'D' <br />UPER <br />w <br />MANUFACTURES <br />GRADE PAPER OVER TYVEK <br />z <br />SPECIFICATIONS <br />BUILDING WRAP (REFER TO <br />J <br />STUCCO SPECS FOR COMPLETE <br />PRE-ENG FLOOR TRUSS <br />w O <br />INF <br />PRECAST SILL <br />INFORMATION) <br />(INSTALL PER MFG. SPECS.) <br />"5 REBAR 16' <br />NOTE: SHEATHING MUST NOT <br />l"' GYPSUM BOARD OR }' <br />Z O.C. MAX, IN <br />BREAK I'-4' MIN. FROM 2ND FLR <br />HIGH STRENGTH CLG. <br />w CONCRETE <br />LINE <br />BOARD <br />Z POURED CELL, <br />Ix2 P.T. FURRING STRIPS <br />2x4 CONT, a TOP AND BT. OF <br />O VERIFY PER <br />( <br />9 16' O.C. <br />FLR TRUSS (TOP 2x4 SUPPORTS <br />CONC. FILLED LINTEL BLK W/ <br />LL t PLAN. <br />00 <br />8' CMU <br />BT PLATE OF 2ND FLR, BT. 2x4 <br />IS FOR WALL SHEATHING <br />(1) S REBAR CONTINUOUS <br />::i O SEE ENERGY <br />1/2' GYP. WL, BD. <br />l PRECAST LINTEL <br />O (JNAILER) d) CODE FORMS <br />WEEP SCREED <br />WINDOW ATTACHMENT AS <br />FOR <br />J <br />(I) 04 CONTINUOUS REBAR <br />WOOD BASE <br />(SEE DETAIL 2/D3) <br />PER MANUFACTURER <br />INSULATION <br />M <br />SPECIFICATIONS <br />R-VALUES Z w <br />04 REBAR 46' LONG <br />PRECAST SILL <br />f Q Y W O <br />W/6' HOOK 6 24' O.G., <br />EMBED. STRAP VERIFY <br />41 ? Q <br />O <br />MIN. 24' IN SLAB <br />W/ TRUSS PLAN <br />(1) S REBAR VERTICALLY <br />�I <br />Q �7 <br />2'-0" (HIN, <br />W/ CONIC, POURED CELL <br />N <br />V THICK, 3 COAT <br />Ix2 P.T. FURRING STRIPS <br />IN SLAB) <br />PORTLAND CEMENT <br />9 16' OG <br />'— <br />PLASTER APPLIED <br />I <br />DIRECTLY TO MASONRY <br />8' CMU <br />�I'i <br />WALL <br />s <br />I ` <br />1/2' GYP. WL. BD. <br />- I <br />^ <br />4' GONG, REINF. W/ 6'x6' <br />2—STORY GABLE <br />1 WOOD BASE <br />SECTION — �_ <br />L� <br />WIAXW1.40 WWII ON 6-MIL POLY <br />FIRST FLOOR <br />WOOD <br />ETHYLENE VAPOR BARRIER ON <br />WELL -COMPACTED GLEAN FILL <br />BLOCK SECOND <br />�/s <br />/ <br />w <br />FRAME TO � <br />� <br />6' 6 6 �, <br />TERMITE TREATMENT SHALL BE <br />,— FLOOR FRAME <br />L _; <br />U <br />1B LOCK WALL ° <br />2: m'* * <br />BORA-CARE <br />(3) "5 REBAR ON CHAIRS <br />SCALE: 3/4'=P-0' <br />a <br />A R C H I T E C T S <br />Design <br />Gros .nc. <br />41 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.can <br />AA #: 0003325 <br />w <br />w <br />U <br />m <br />0 <br />a <br />0 <br />R <br />0 <br />Suimrv. Ae -OT <br />SILVERADO <br />LOT 2 <br />BLK 1 <br />PROJECT <br />04128.001-02001 <br />moDgma <br />4EBB <br />"1828— CALI" <br />GARAGE S'WI NG: <br />LEFT <br />PAGE: <br />MONOLITHIC <br />2—STORY <br />1—HR WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B <br />D � 09/19/16 <br />SCALE: 1 /4"= l'- 0" <br />SHEET <br />D4. 1 <br />