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FIBERGLASS SHINGLES <br />OVER •30 FELT PAPER <br />INSTALLED PER FBCR <br />RS052.1 ON I,' 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 />0.6.5. SHEATHING: OR j' <br />CDX PLYWOOD. <br />ATTACHED PER FASTENER <br />SCHEDULE ON SHEET D5. <br />1/6' THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER OVER <br />EXPANDED GALV'D <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 I'-4' MIN. <br />FROM 2ND FLR LINE <br />2x4 CONT. 9 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 2/1)3) _ <br />EMBED. STRAP VERIFY <br />W/TRUSS PLAN <br />5/a' THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />2-STORY <br />FIRST FLOOR <br />BLOCK SECOND <br />rj_-�FLOOR FRAME <br />iEE ENERGY CODE FORMS <br />:OR INSULATION R-vALUES <br />s' GYPSUM BOARD OR }' <br />4IGH STRENGTH CLG. <br />30ARD <br />TWIST STRAP VERIFY W/ <br />TRUSS PLAN <br />UNDOW ATTACHMENT AS <br />'ER MANUFACTURES <br />SPECIFICATIONS <br />UNDOW SILL <br />?x STUDS ® I6' O.C. MAX W/ <br />NSUL., SEE ENERGY CODE <br />:ORMS FOR INSULATION <br />e-vALUES <br />" T 4 G SUBFLOOR GLUED <br />4ND SCREWED AS PER <br />:ASTENER SCHEDULE <br />PRE-ENG FLOOR TRUSS <br />(INSTALL PER MFG. SPECS.) <br />9' GYPSUM BOARD OR <br />HIGH STRENGTH CLG. <br />BOARD <br />CONC. FILLED LINTEL BLK W/ <br />(1) 5 REBAR CONTINUOUS <br />SEE ENERGY CODE FORMS <br />=OR INSULATION R-VALUES <br />PRECAST LINTEL <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />PRECAST SILL <br />(1) 5 REBAR VERTICALLY <br />W/ CONIC. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />® 16' O.C. <br />8' CMU <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />RW52.1 ON J' O.S.B. <br />SHEATHING OR J" CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />P.T. IX2 W/ MTL, DRIP EDGE <br />2x4 OR 2x/o 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 />txb' THRU-BOLTS 6 32' O.C. <br />MAX THEN SECURE GABLE TO <br />2x4 PLATE W/ 12d's 8' O.C. MAX <br />OR <br />SECURE GABLE TO DBL TOP <br />PLATE W/ SIMPSON HTC4 @ 24' <br />O.C. MAX <br />WINDOW HEADER SIZE VARIES <br />PER WINDOW OPENING SEE <br />HEADER SPAN CHART FOR <br />DETAILS <br />I6 O.S.B. SHEATHING OR �' CDX <br />PLYWOOD. ATTACHED PER <br />FASTENER SCHEDULE ON SHEET <br />D5 <br />1/8' THICK, 3 COAT PORTLAND <br />CEMENT PLASTER OVER <br />EXPANDED GALV'D METAL LATH <br />ON FORTIFIBER JUMBOTEX <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 />5/9 THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />2-STORY GABLE <br />FIRST FLOOR <br />BLOCK SECOND <br />FLOOR FRAME <br />1 ri SCALE: 3/4'=I'-0' <br />2x4 BLOCKING BETWEEN <br />TRUSSES WHERE 'X' BRACING <br />IS PRESENT <br />PRE-ENG GABLE TRUSS <br />CONT. 2x4 RAT RUN SECURED <br />W/ (2) 12d's s EACH TRUSS <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />I' GYPSUM BOARD OR }' <br />HIGH STRENGTH CLG. <br />BOARD <br />DOUBLE TOP PLATE <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />WINDOW SILL <br />2x STUDS a 16' O.G. MAX W/ <br />INSUL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-vALUES <br />J' T 4 G SUBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />PRE-ENG FLOOR TRUSS <br />(INSTALL PER MFG, SPECS.) <br />l 1' GYPSUM BOARD OR <br />HIGH STRENGTH CLG. <br />BOARD <br />CONC. FILLED LINTEL BLK W/ <br />(U 5 REBAR CONTINUOUS <br />PRECAST LINTEL <br />Lf WINDOW ATTACHMENT AS <br />�\F PER MANUFACTURER <br />SPECIFICATIONS <br />PRECAST SILL <br />(1) 5 REBAR VERTICALLY <br />W/ GONG. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />6 16' O.C. <br />i 8' CMU <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />OVER #30 FELT PAPER <br />INSTALLED PER FBCR <br />R905.2:1 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 />1,0000 UPLIFT <br />CONNECTOR <br />2x8 SYP •2 <br />DBL TOP <br />PLATE <br />WALL <br />SHEATHING <br />2x8 SYP '2 <br />WOOD STUDS <br />AT 12' O.G. MAX <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />j' GYPSUM BOARD OR 2' <br />HIGH STRENGTH CLG. <br />BOARD <br />SIMPSON <br />SP2 o EA. <br />2X8 STUD <br />j' DRY WALL <br />}' DIA ANCHOR BOLT <br />AT 16' O.G. MAX WITH 1' <br />EMBEDMENT AND 2' <br />DIA_ WASHER <br />SIMP50N SPI <br />o EA. 2X8 <br />STUD <br />2x8 P.T. 5YP "2 <br />SOLE PLATE <br />(1) COURSE TIE -BEAM <br />POURED SOLID WITH <br />CONCRETE. (1) 05 <br />REBAR HORIZONTALLY <br />PRECAST LINTEL <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />I <br />PRECAST SILL <br />5 REBAR s 16' <br />O.C. MAX, IN <br />CONCRETE <br />POURED CELL, <br />Ix2 P.T. FURRING STRIPS <br />VERIFY PER <br />16' O.G. <br />PLAN. <br />8' CMU <br />SEE ENERGY <br />1/2' GYP. WL. BD. <br />CODE FORMS <br />(U 04 CONTINUOUS REBAR <br />FOR <br />WOOD BASE <br />INSULATION <br />R-VALUES Z u <br />04 REBAR 40' LONG <br />} Q <br />W/6' HOOK 9 24' O.C., <br />Q <br />W <br />0 <br />MIN. 24' IN SLAB <br />2'-0" (MIN. <br />f� <br />1 IN SLAB) <br />zi I'f <br />WALL <br />SECTION <br />f a <br />WOOD <br />FRAME TO; 6"6° 6" r, <br />1B <br />LOCK WALL ° -_ 2 m <br />4' CONC., REINF. W/ 6'x6' <br />WIAXWI.40 WWI`l ON 6-MIL POLY <br />ETHYLENE VAPOR BARRIER ON <br />WELL -COMPACTED CLEAN FILL <br />TERMITE TREATMENT SHALL BE <br />BORA-CARE <br />(3) 5 REBAR ON CHAIRS <br />2x STUDS 9 16' O.C. MAX W/ <br />I6 O.S.B. SHEATHING OR }' CDX <br />2x STUDS o 16' O.C. MAX W/ <br />NOTE: <br />INSUL., SEE ENERGY CODE <br />PLYWOOD. ATTACHED PER <br />IN5UL„ SEE ENERGY CODE <br />PER FBCR 9052.7 - FOR ROOF SLOPES 2:12 TO <br />FORMS FOR INSULATION <br />FASTENER SCHEDULE ON SHEET <br />FORMS FOR INSULATION <br />LESS THAN 4:12, A (2) LAYER UNDERLAYMENT <br />R-vALUES <br />D5 <br />R-VALUES <br />SYSTEM IS REQUIRED. FOR ROOF SLOPES OF <br />' T 4 G S GLUED <br />1/8' THICK, 3 COAT PORTLAND�k <br />GLUED <br />A' T 4 G SEWED <br />4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS <br />AND SCREWED AS PER <br />SCREWED <br />CEMENT PLASTER OVER V <br />r <br />AS <br />AND SCREWED AS PER <br />PERMITTED BUT MUST BE PER ASTM D226 TYPE <br />FASTENER SCHEDULE <br />EXPANDED GALV'D METAL LATH <br />FASTENER SCHEDULE <br />II, ASTM D 4869 TYPE Iv, OR ASTM D 6151 <br />ON FORTIFIBER JUMBOTEX <br />GRADE 'D" PAPER OVER TYVEK <br />3/4' T 4 G SUBFLOOR GLUED <br />BUILDING WRAP (REFER TO <br />AND SCREWED AS PER <br />STUCCO SPECS FOR COMPLETE <br />FASTENER SCHEDULE ON <br />INFORMATION) <br />SHEET 02 <br />2x4 CONT. e TOP AND BT. OF <br />FLR TRUSS (TOP 2x4 <br />PRE-ENG FLOOR TRUSS <br />SUPPORTS BT PLATE L 2ND <br />FLR, BT. 2x4 IS FOR WALL <br />PRE-ENG FLOOR TRUSS <br />FASTEN 2X4 RIBBON (P.T, a <br />CMU) W/ (3) 12d NAILS m <br />n� <br />SIMPSON HETA-16 EMBED. <br />SHEATHING NAILER) l' <br />GYPSUM BOARD OR <br />RUSS <br />Jv <br />STRAP o 32' O.G. MAX VERIFY <br />WEEP SCREED <br />(SEE DETAIL 2/D3) <br />HIGH STRENGTH CLG. <br />PRE-ENG FLOOR TRUSS <br />W/ TRUSS PLAN <br />EMBED. STRAP VERIFY <br />BOARD <br />(INSTALL PER MFG. SPECS.) <br />J'GYPSUM BOARD OR �' <br />W/ TRUSS PLAN <br />CONC. FILLED LINTEL BLK W/ <br />HIGH STRENGTH CLG. BOARD <br />— 5/a' THICK, 3 COAT PORTLAND — <br />(1) 5 REBAR CONTINUOUS <br />CONC. FILLED LINTEL BLK W/ <br />CEMENT PLASTER APPLIED <br />(1) 5 REBAR CONTINUOUS <br />DIRECTLY TO MASONRY <br />RIBBON <br />FLOOR CONNECTION AT PARALLEL/ <br />2 PERPENDICULAR PRE-ENG FLOOR TRUSS <br />@,FaASTENINGDETAIL <br />SCALE: 3/4'=I'-0' <br />E: 3/4' = I'-0' <br />A R C H I T E C T S <br />Deign <br />Grous.2. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />w .abde lgngmupxom <br />AA #: 0003328 <br />Z4 <br />x <br />o: <br />0 <br />h <br />0 <br />E2 <br />0 <br />0 <br />8i78DIV de LOT•. <br />SILVERADO <br />LOT 10 <br />BLK 1 <br />PROJECT* <br />04128.000-10001 <br />MODEL& <br />4EJB <br />"2807-ELLE" <br />GARAGE 8MITTG: <br />RIGHT <br />PAGE: <br />MONOLITHIC <br />2-STORY <br />WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B <br />ARCHITECT: <br />STATE OF FLORIDA <br />D 10/21, <br />8CALL': 1 /4"= l' — 0" <br />BHEET <br />ID 4 <br />