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FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />R9052.1 ON 6' O.S.B. <br />- SHEATHING OR #' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />PRE -ENG TRUSS <br />E'.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 �' <br />CDX PLYWOOD. <br />ATTACHED PER FASTENER <br />SCHEDULE ON SHEET D5. <br />1/8' 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 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 />5/8 THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />2- STORY <br />FIRST FLOOR <br />BLOCK SECOND <br />(T-�FLOOR FRAME <br />1 SCALE: 3/4'=1'-0' <br />2x STUDS a 16' O.G. MAX W/ <br />INSUL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-VALUES <br />' T 4 G SUBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />PRE-ENG FLOOR TRUSS <br />SIMPSON HETA-16 EMBED. <br />STRAP a 32' O.G. MAX VERIFY <br />W/ TRUSS PLAN <br />' GYPSUM BOARD OR �' <br />HIGH STRENGTH CLG. BOARD <br />\_SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />J' 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 />UNDOW SILL <br />)x STUDS a I6' O.G. MAX W/ <br />NSUL., SEE ENERGY CODE <br />:ORMS FOR INSULATION <br />e-vALUES <br />;' T a G SUBFLOOR GLUED <br />4ND SCREWED AS PER <br />=ASTENER SCHEDULE <br />'RE-ENG FLOOR TRUSS <br />'INSTALL PER MFG. SPECS.) <br />j' GYPSUM BOARD OR <br />41GH STRENGTH CLG. <br />BOARD <br />::ONC. FILLED LINTEL BLK W/ <br />'U 05 REBAR CONTINUOUS <br />iEE ENERGY CODE FORMS <br />-OR INSULATION R-VALUES <br />'RECAST LINTEL <br />JJINDOW ATTACHMENT AS <br />IER MANUFACTURES <br />SPEC IF ICAT IONS <br />ORECAST SILL <br />I) S REBAR VERTICALLY <br />W/ CONC. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />a 16' O.G. <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 />Rw5.2.1 ON a' O.S.B. <br />SHEATHING OR I' 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 />i'x6' THRU-BOLTS a 32' O.C. <br />MAX THEN SECURE GABLE TO <br />2x4 PLATE W/ 12d's 8' O.G. MAX <br />OR <br />SECURE GABLE TO DBL TOP <br />PLATE W/ SIMP50N HTG4 a 24' <br />O.C. MAX <br />WINDOW HEADER SIZE VARIES <br />PER WINDOW OPENING SEE <br />HEADER SPAN CHART FOR <br />DETAILS <br />116 O.S.B. SHEATHING OR J' CDX <br />PLYWOOD. ATTACHED PER <br />FASTENER SCHEDULE ON SHEET <br />D5 <br />l/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 P-4' MIN. FROM 2ND FLR <br />L INE <br />2x4 CONT. a 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 />s/8 THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />2-STORY GABLE l' <br />FIRST FLOOR <br />BLOCK SECOND <br />1A FLOOR FRAME <br />SCALE: 3/4'=I'-O' a �� <br />6 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 />2x4 CONT. a TOP AND BT. OF <br />FLR TRUSS (TOP 2x4 <br />SUPPORTS BT PLATE OF 2ND <br />FLR, BT. 2x4 IS FOR WALL <br />SHEATHING NAILER) <br />WEEP SCREED <br />(SEE DETAIL 2/D3) <br />EMBED. STRAP VERIFY <br />W/TRUSS PLAN <br />5/s' THICK, 3 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />FLOOR CONNECTION AT PARALLEL/ <br />2 PERPENDICULAR PRE-ENG FLOOR TRUSS <br />SCALE: 3/4' - I'-0' <br />2x STUDS a 16' O.C. MAX W/ <br />INSUL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-VALUES <br />4' T 4 G SUBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />PRE-ENG FLOOR TRUSS <br />1' GYPSUM BOARD OR }' <br />HIGH STRENGTH CLG. <br />BOARD <br />CONC. FILLED LINTEL BLK W/ <br />(1) "5 REBAR CONTINUOUS <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 6 EACH TRUSS <br />SEE ENERGY CODE FORT" I5 <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.C. 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 />j" GYPSUM BOARD OR J' <br />HIGH STRENGTH CLG. <br />BOARD <br />CONC. FILLED LINTEL BLK W/ <br />(1) S REBAR CONTINUOUS <br />PRECAST LINTEL <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURER <br />SPECIFICATIONS <br />PRECAST SILL <br />(1) 05 REBAR VERTICALLY <br />W/ CONC. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />a 16' O.C. <br />8' CMU <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />3/4' T 4 G SUBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE ON <br />SHEET D2 <br />FASTEN 2X4 RIBBON (P.T. a <br />CMU) W/ (3) 12d NAILS a EACH <br />TRUSS <br />PRE-ENG FLOOR TRUSS <br />(INSTALL PER MFG. SPECS.) <br />GONG. FILLED LINTEL BLK W/-J <br />(1) 05 REBAR CONTINUOUS <br />RIBBON <br />ASTENING DETAIL@,,�F CALE: 0' <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />R905.2.1 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 2xro 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 />2x8 P.T. SYP 02 <br />SOLE PLATE <br />'S REBAR a 16' <br />O.G. MAX, IN <br />CONCRETE <br />POURED CELL, <br />VERIFY PER <br />PLAN. <br />SEE ENERGY <br />CODEFORMS� <br />FOR <br />INSULATION <br />R-VALUES z iii <br />F IL <br />z <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />J' GYPSUM BOARD OR <br />HIGH STRENGTH CLG. <br />BOARD <br />SIMPSON <br />SP2 a EA. <br />2X8 STUD <br />3' DRY WALL <br />7 DIA ANCHOR BOLT <br />AT 16' O.G. MAX WITH 1' <br />EMBEDMENT AND 2' <br />DIA. WASHER <br />SIMPSON SPI <br />a EA. 2X8 <br />STUD <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 />-PRECAST SILL <br />Ix2 P.T. FURRING STRIPS <br />a 1&' O.C. <br />8' CMU <br />1/2' GYP, WL. BD. <br />(1) 04 CONTINUOUS REBAR <br />WOOD BASE <br />04 REBAR 46' LONG <br />W/6' HOOK a 24' D.C., <br />MIN. 24' IN SLAB <br />21_04 (MIN. <br />IN SLAB) <br />ZI l <br />WALL e ^ 4' CONC., REINF. W/ 6'x6' <br />SECTION WI.4XWI.40 WWM ON 6-MIL POLY <br />WOOD ETHYLENE VAPOR BARRIER ON <br />6 _6 WELL -COMPACTED CLEAN FILL <br />FRAME TO j 6„ 6„ TERMITE TREATMENT SHALL BE <br />}_. <br />LOCK WALL m° _ BORA-CARE <br />2'_0 <br />1 B (3)'5 REBAR ON CHAIRS <br />NOTE: <br />PER FBCR 905.2.1 - FOR ROOF SLOPES 2:12 TO <br />LESS THAN 4:12, A (2) LAYER UNDERLAYMENT <br />SYSTEM IS REQUIRED. FOR ROOF SLOPES OF <br />4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS <br />PERMITTED BUT MUST BE PER ASTM D226 TYPE <br />11, ASTM D 4869 TYPE IV, OR ASTM D 6151 <br />e � u.. e p r e <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />w .abdesigngroup.00m <br />AA #: 0003325 <br />E <br />w <br />U <br />z <br />F <br />a <br />w <br />0 <br />F <br />0 <br />3 <br />sysniv ae :.oT: <br />SILVERADO <br />LOT 4 <br />BLK 2 <br />PROA= <br />04128.00 -04002 <br />MODEL, <br />4EBB <br />"1828-CALI" <br />GAitwaa SIWMG: <br />RIGHT <br />PACE: <br />MONOLITHIC <br />2-STORY <br />WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B <br />ARCHITECT: <br />STATE OF FLORIDA <br />'A <br />rez, <br />10/21/16 <br />': 1 /4"=1' - 0" <br />4 <br />