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FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FSCR <br />R9052.1 ON -wl' 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 SUS -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 />FORTIF15ER 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. ® TOP AND <br />ST. OF FLR TRUSS (TOP <br />2x4 SUPPORTS $T <br />PLATE OF 2ND FLR, ST. <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 />UFLOOR FRAME <br />SCALE: 3/4'=1'-0' <br />\_SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />' 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 />JINDOW SILL <br />?x STUDS A 16' O.G. MAX W/ <br />NSUL., SEE ENERGY CODE <br />°ORMS FOR INSULATION <br />z-VALUES <br />I' T 4 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 J' <br />41GH STRENGTH CLG. <br />BOARD <br />::ONC. FILLED LINTEL BLK <br />'U "5 REAR CONTINUOUS <br />BEE ENERGY CODE FORMS <br />:OR INSULATION R-VALUES <br />'RECAST LINTEL <br />DINDOW ATTACHMENT AS <br />DER MANUFACTURES <br />3PECIFICATIONS <br />'RECAST SILL <br />:I) 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 />OVER "30 FELT PAPER <br />2x4 BLOCKING BETWEEN <br />FIBERGLASS SHINGLES <br />INSTALLED PER FBCR <br />TRUSSES WHERE 'X' BRACING <br />OVER 030 FELT PAPER <br />R9052.1 ON J' O.S.B. <br />IS PRESENT <br />INSTALLED PER FBCR <br />SHEATHING OR i' CDX <br />R9052.1 ON I OS.B. <br />PLYWOOD SECURED PER <br />SHEATHING OR �' CDX <br />FASTENER SCHEDULE <br />PRE-ENG GABLE TRUSS <br />PLYWOOD SECURED PER <br />P.T. IX2 W/ MTL. DRIP EDGE <br />CONT. 2x4 RAT RUN SECURED <br />FASTENER SCHEDULEfF <br />EE ENERGY CODE FORMS <br />2x4 OR 2x6 SUB -SAND PER <br />W/ (2) 12d's 0 EACH TRUSS <br />PRE-ENG TRUSSOR <br />INSULATION R-VALUES <br />ELEVATIONS <br />P.T. IX2 W/ MTL. DRIP EDGE' <br />GYPSUM BOARD OR <br />VENTED ALUM. SOFFIT <br />2x4 OR 2x6 SUB-SANDIGH <br />STRENGTH CLG. <br />PER ELEVATIONSOARD <br />STHTSACKOVE AT ALL Iol <br />UPRIGHTS OVER 4 <br />VENTED ALUM. SOFFITIMPSON <br />HIGH CSEE SEALED ENG. <br />NG. <br />SEE ENERGY CODE FORMS <br />1,000" UPLIFTX8 <br />P2 o EA. <br />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 />3'x6' THRU-BOLTS 9 <br />I' GYPSUM BOARD OR <br />DBL TOP <br />S 32' O.C. <br />HIGH STRENGTH CLG. <br />PLATE <br />MAX THEN SECURE GABLE TO <br />BOARD' <br />DRY WALL <br />2x4 PLATE W/ 12d's 8' O.G. MAX <br />OR <br />DOUBLE TOP PLATE <br />WALL <br />SHEATHING' <br />DIA ANCHOR BOLT <br />SECURE GABLE TO DSL TOP <br />WINDOW ATTACHMENT AS <br />2x8 SYP "2 <br />AT I6' O.G. MAX WITH 1' <br />EMBEDMENT AND 2' <br />PLATE W/ SIMPSON HTC4 A 24' <br />PER MANUFACTURES <br />WOOD STUDS <br />DIA. WASHER <br />O.G. MAX <br />SPECIFICATIONS <br />AT 12' O.C. MAX <br />WINDOW HEADER SIZE VARIES <br />WINDOW SILL <br />SIMPSON SPI <br />EA, 2X8 <br />PER WINDOW OPENING SEE <br />HEADER SPAN CHART FOR <br />2x STUDS 6 16' O.G. MAX W/ <br />STUD <br />DETAILS <br />INSUL., SEE ENERGY CODE <br />i6 O.S.B. SHEATHING OR J' 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 />POURED SOLID WITH <br />FASTENER SCHEDULE ON SHEET <br />sq' T 4 G SUBFLOOR GLUED <br />Z <br />CONCRETE. (1) 05 <br />Dr, <br />AND SCREWED AS PER <br />O <br />REBAR HORIZONTALLY <br />1/8' THICK, 3 COAT PORTLAND <br />FASTENER SCHEDULEfl- <br />CEMENT PLASTER OVER <br />a <br />PRECAST LINTEL <br />EXPANDED SALv'D METAL LATH <br />IIJ <br />0- <br />WINDOW ATTACHMENT AS <br />ON FORTIFIBER JUMBOTEX <br />'D' <br />w <br />PER MANUFACTURES <br />GRADE PAPER OVER TYVEK <br />Z <br />W <br />SPECIFICATIONS <br />BUILDING WRAP (REFER TO <br />Q <br />STUCCO SPECS FOR COMPLETE <br />PRE-ENG FLOOR TRUSS <br />O <br />PRECAST SILL <br />INFORMATION) <br />(INSTALL PER MFG. SPECS.) <br />� Z "5 REBAR g IC.' <br />NOTE: SHEATHING MUST NOT <br />I' GYPSUM BOARD OR �' <br />Z w O.G. MAX, IN <br />�r <br />i <br />BREAK 1'-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. -9 TOP AND BT, OF <br />Q O VERIFY PER <br />a 16' O.C. <br />FLR TRUSS (TOP 2x4 SUPPORTS <br />CONC. FILLED LINTEL BLK W/ <br />PLAN. <br />Q Q <br />8' CMU <br />BT PLATE OF 2ND FLR, ST. 2x4 <br />(1) 05 REBAR CONTINUOUS <br />-1 O SEE ENERGY <br />1/2' GYP. WL. BD. <br />IS FOR WALL SHEATHING <br />PRECAST LINTEL <br />O V <br />d) CODE FORMS <br />04 <br />NAILER) <br />WEEP SCREED <br />WINDOW ATTACHMENT AS <br />w FOR <br />> <br />(U CONTINUOUS REBAR <br />WOOD BASE <br />(SEE DETAIL 2/D3) <br />PER MANUFACTURER <br />SPECIFICATIONS <br />4 Q INSULATION <br />-a M R-VALUES z <br />04 REBAR 48' LONG <br />PRECAST SILL <br />w <br />(v Q }_ W p <br />W/6' HOOK ® 24' O.G., <br />EMBED. STRAP VERIFY <br />(1) 05 RESAR VERTICALLY <br />z Q Z .4 <br />-A 1:� <br />MIN. 24' IN SLAB <br />W/ TRUSS PLAN <br />W/ CONC. POURED CELL <br />a ry <br />2'-0" (MIN. <br />V THICK, 3 COAT <br />4 Ix2 P.T. FURRING STRIPS <br />ro <br />O <br />SLAB) <br />PORTLAND CEMENT <br />16' O.C. <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />- I 8' CMU <br />F <br />WALL <br />s <br />I ° <br />1/2' GYP. WL. BD, <br />, <br />4' GONG, REINF. W/ 6'x6' <br />2—STORY GABLE <br />WOOD BASE <br />SECTION <br />WIAXW1.40 WI ON 6-MIL POLY <br />FIRST FLOOR <br />WOOD ---:_ <br />ETHYLENE VAPOR BARRIER ON <br />WELL -COMPACTED CLEAN FILL <br />BLOCK SECOND~~ <br />FRAME TO; <br />TE <br />TERMITE TREATMENT SHALL BE <br />1 A FLOOR FRAME <br />O <br />1 B LOCK WALL <br />6° 6°' 6" 6°el <br />2'—m° <br />RA -CARE <br />(3) 05 REBAR ON CHAIRS <br />SCALE: 3/4'=1'-0' <br />a e <br />A R C H I T E C T S <br />6 <br />GroMO. n. <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />w .abdesigngroupmm <br />AA #: 0003325 J <br />F <br />w <br />U <br />w <br />0 <br />y <br />0 <br />IN <br />9iTmm a LOT <br />SILVERADO <br />LOT #23 <br />BLK#1 <br />0441128 000-23001 <br />MODS <br />4EBB <br />"1828—CALI" <br />GAPLAGE SWING: <br />LEFT <br />PAGIC: <br />MONOLITHIC <br />2—STORY <br />1— HR WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B <br />ARCF fTECT- <br />ST OF FLORDA <br />DRuff -1 <br />A11/3/16 <br />SC,%X 1/4"=1'-0" <br />altmw <br />D411h., 100 <br />