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FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />OVER 030 FELT PAPER <br />2x4 BLOCKING BETWEEN <br />FIBERGLASS 5HINGLES <br />INSTALLED PER F$GR <br />INSTALLED PER FBCR <br />TRUSSES WHERE 'X' BRACING <br />OVER "30 FELT PAPER <br />R905.2.1 ON 2' O.S.B. <br />7 <br />R905.2.1 ON �,' O.S.B. <br />18 PRESENT <br />INSTALLED PER FBCR <br />SHEATHING OR J' CDX <br />SHEATHING OR J' GDX <br />RS052.1 ON J' O.S.B. <br />PLYWOOD SECURED PER <br />PLYWOOD SECURED PER <br />SHEATHING OR J' GDX <br />FASTENER SCHEDULE <br />FASTENER SCHEDULE <br />PRE-ENG GABLE TRUSS <br />PLYWOOD SECURED PER <br />PRE-ENG TRUSS <br />SEE ENERGY CODE FORMS <br />P.T. IX2 W/ MTL. DRIP EDGE <br />CONT. 2x4 RAT RUN SECURED <br />FASTENER SCHEDULE <br />SEE ENERGY CODE FORMS <br />P.T. IX2 W/ MTL. DRIP EDGE <br />FOR INSULATION R-VALUES <br />2x4 OR 2x6 SUB -BAND PER <br />W/ C2) 12d's is EACH TRUSS <br />PRE-ENG TRU55 <br />FOR INSULATION R-VALUES <br />2x4 OR 2x6 SUB -BAND <br />J' GYPSUM BOARD OR <br />ELEVATIONS <br />P.T. IX2 W/ MTL. DRIP EDGE <br />GYPSUM BOARD OR }' <br />PER ELEVATIONS <br />HIGH STRENGTH CLG. <br />VENTED ALUM. SOFFIT <br />2x4 OR 2x6 SUB -BAND <br />HIGH STRENGTH CLG. <br />BOARD <br />VENTED ALUM. SOFFIT <br />BOARD <br />PER ELEVATIONS <br />DOUBLE TOP PLATE <br />TWI5T STRAP VERIFY W/ <br />STIFFBACK (SEE SEALED <br />VENTED ALUM. SOFFIT <br />SIMPSON <br />WINDOW HEADER SIZE <br />TRU56 PLAN <br />TRUSS ENG. FOR SIZE 4 <br />SEE ENERGY CODE FORMS <br />10m0" UPLIFT <br />6P2 m EA. <br />VARIES PER WINDOW <br />CONDITION) <br />FOR INSULATION R-VALUES <br />CONNECTOR <br />2X8 STUD <br />OPENING SEE HEADER <br />WINDOW ATTACHMENT AS <br />SPAN CHART FOR <br />PER MANUFACTURES <br />SECURE 2x4 PLATE TO WALL W/ <br />J. GYPSUM BOARD OR <br />2x8 SYP '2 <br />DETAILS <br />SPECIFICATIONS <br />3 <br />8 xb' THRU-BOLTS o 32' O.C. <br />DBL TOP <br />0.5.$. SHEATHING OR }' WINDOW SILL <br />MAX THEN SECURE GABLE TO <br />HIGH STRENGTH CLG. <br />BOARD <br />PLATE <br />}' DRY WALL <br />CDX PLYWOOD. <br />ATTACHED PER FASTENER <br />2x4 PLATE W/ 12d's 8' O.C. MAX <br />OR <br />DOUBLE TOP PLATE <br />WALL <br />SHEATHING <br />j' DIA ANCHOR BOLT <br />SCHEDULE ON SHEET D5. <br />2x STUDS s 16' O.C. MAX W/ <br />N INSUL., SEE ENERGY GORE <br />h <br />SECURE GABLE TO DBL TOP a <br />WINDOW ATTACHMENT AS <br />2x8 SYP "2 <br />E E O.C. MAX WITH 1' <br />EMBEDMENT AND 2' <br />1/8' THICK, 3 COAT <br />FORMS FOR INSULATION <br />PLATE W/ SIMPSON HTC4 aT 24' <br />PER MANUFACTURES <br />WOOD STUDS <br />DIA. WASHER <br />PORTLAND CEMENT <br />R-VALUES <br />O.C. MAX <br />SPECIFICATIONS <br />AT 12' O.C. MAX <br />PLASTER OVER <br />WINDOW HEADER SIZE VARIES <br />WINDOW SILL <br />SIMPSON 5PI <br />EA. 2X8 <br />EXPANDED GALV'D <br />METAL LATH ON <br />�' T 4 G SUBFLOOR GLUED <br />PER WINDOW OPENING SEE <br />HEADER SPAN CHART FOR <br />2x STUDS v IR' O.C. MAX W/ <br />STUD <br />FORTIFIBER JUMBOTEX <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />DETAILS <br />INSUL., SEE ENERGY CODE <br />"2 <br />GRADE '0' PAPER OVER <br />TYVEK BUILDING WRAP <br />0.5.B. SHEATHING OR I' CDX <br />FORMS FOR INSULATION <br />R-VALUES <br />2x8 P.T. SYP <br />O SOLE PLATE <br />(1) COURSE TIE -BEAM <br />(REFER TO STUCCO <br />PLYWOOD. ATTACHED PER <br />FASTENER SCHEDULE ON SHEET <br />' T 4 G SUBFLOOR GLUED <br />I' <br />W <br />POURED SOLID WITH <br />CONCRETE. (1) "5 <br />SPECS FOR COMPLETE <br />D5 <br />AND SCREWED AS PER <br />W Q <br />REBAR HORIZONTALLY <br />INFORMATION) <br />1/8' THICK, 3 COAT PORTLAND <br />FASTENER SCHEDULE <br />O <br />NOTE: SHEATHING MUST <br />CEMENT PLASTER OVER <br />CL <br />PRECAST LINTEL <br />NOT BREAK I'-4' MIN. <br />FROM 2ND FLR LINE <br />- PRE ENG FLOOR TRUSS <br />EXPANGALVD METAL LATH <br />ONDFORTIF EIR UMBOTEX <br />ly <br />w <br />WINDOW ATTACHMENT AS <br />(INSTALL PER MFG. SPECS.) <br />GRADE 'D' PAPER OVER TYVEK <br />[- <br />PER MANUFACTURES <br />2x4 CONT. •® TOP AND BT. <br />J' GYPSUM BOARD OR I' <br />BUILDING WRAP (REFER TO <br />�iJl <br />SPECIFICATIONS <br />OF FLR TRUSS (70P 2x4 <br />HIGH STRENGTH CLG. <br />STUCCO SPECS FOR COMPLETE <br />SUPPORTS BT PLATE OF <br />BOARD <br />INFORMATION) <br />�_ PRE-ENG FLOOR TRUSS <br />w <br />2ND FLR, BTM. 2x4 IS FOR <br />WALL SHEATHING NAILER) <br />GONG. FILLED LINTEL BLK W/ <br />NOTE: SHEATHING MUST NOT <br />BREAK I'-4' MIN. FROM 2ND FLR <br />(INSTALL PER MFG. SPECS.) <br />? "5 REBAR o 1R' <br />PRECAST SILL <br />FASTEN EACH 2X4 RIBBON <br />(U "5 REAR CONTINUOUS <br />LINE <br />GYPSUM BOARD OR ' <br />�� <br />w O.C. MAX, IN <br />Z � <br />W/ (5) 12d NAILS o EACH <br />TRUSS. BTM. RIBBON t0 BE <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />2x4 CONT. s TOP AND BT. OF <br />HIGH STRENGTH CLG. <br />BOARD <br />w CONCRETE <br />Z POURED CELL, <br />Ix2 P.T. FURRING STRIPS <br />P.T. <br />PRECAST LINTEL <br />FLR TRUSS (TOP 2x4 SUPPORTS <br />BT PLATE OF 2ND FLR, BTM. 2x4 <br />� O VERIFY PER <br />PLAN. <br />a 16" O.C. <br />WEEP SCREED <br />WINDOW ATTACHMENT AS <br />IS FOR WALL SHEATHING <br />CONC. FILLED LINTEL BLK W/ <br />(1) REBAR CONTINUOUS <br />00 <br />8' CMU <br />(SEE DETAIL 2/D3) <br />PER MANUFACTURES <br />NAILER) FASTEN EACH 2X4 <br />7 O SEE ENERGY <br />1/2' GYP. WL. BD. <br />EMBED. STRAP VERIFY <br />SPECIFICATIONS <br />RIB$ON W/ (5) 12d NAILS . <br />EACH TRUSS. BTM. RIBBON TO <br />PRECAST LINTEL <br />U CODE FORMS <br />(I) 04 CONTINUOUS REBAR <br />W/ TRUSS PLAN <br />PRECAST SILL <br />BE P.T. . <br />INDOW ATTACHMENT AS <br />_j w FOR <br />WOOD BASE <br />g/e' THICK, 3 COAT <br />(1) "5 REBAR VERTICALLY <br />W/ GONG. POURED CELL <br />WEEP SCREED <br />PER MANUFACTURER <br />SPECIFICATIONS <br />Q > INSULATION <br />R-VALUz <br />E <br />04 REBAR 46' LONG <br />PORTLANDICK CEMENT <br />PLASTER APPLIED <br />Ix2 P.T. FURRING STRIPS <br />!SEE DETAIL 2/D3) <br />PRECAST SILL <br />w <br />Q! Q E 0. Q <br />W/6' HOOK w 24' O.C., <br />DIRECTLY TO MASONRY <br />Oil 16, O.C. <br />EMBED. STRAP VERIFY <br />W/ TRUSS PLAN <br />(1) "5 REBAR VERTICALLY <br />Q ? Q <br />W <br />MIN. 24' IN SLAB <br />2—STORY <br />6' CMU <br />W/ CONIC. POURED CELL <br />0 �7 <br />INS AB) <br />N AB) <br />FIRST FLOOR <br />1/2' GYP. WL. BD. <br />%' THICK, 3 COAT F <br />Ix2 P.T. FURRING STRIPS <br />O <br />WOOD BASE <br />I <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />a 16' O.C. <br />— <br />BLOCK SECOND <br />zl <br />FLOOR FRAME <br />• <br />DIRECTLY TO MASONRY <br />8' CMU <br />I/2 GYP. WL. BD. <br />e <br />WALL I ° <br />1 SCALE:3/4'=r-m' <br />s <br />2—STORY GABLE <br />WOOD BASE <br />- ° <br />SECTION �' <br />a' GONG., REINF. W/ 6'x6' <br />uxuM ON RETIE POLY <br />a° <br />L <br />FIRST FLOOR <br />WOOD .' : <br />ETHYLENE <br />ENE VAPOR RETARDER ON <br />- <br />BLOCK SECOND <br />& <br />FRAME TO Lu 101 <br />WELL -COMPACTED GLEAN FILL <br />TERMITE TREATMENT SHALL BE <br />FLOOR FRAME L <br />ea <br />R R°; <br />1 B LOCK WALL 0 2' 0"'R° <br />BORA-CARE <br />(3) 05 REBAR ON CHAIRS <br />�A SCALE: 3/4'.1'-O' a <br />2x STUDS o 16' O.C. MAX W/ <br />0.5.B. SHEATHING OR GDX <br />2x STUDS m 16' O.G. MAX W/ <br />NOTE: <br />INSUL., SEE ENERGY CODE <br />PLYWOOD. ATTACHED PER <br />FASTENER SCHEDULE ON SHEET <br />IN5UL., SEE ENERGY CODE <br />PER FBCR S05.2.1 - FOR ROOF SLOPES 2:12 TO <br />FORMS FOR INSULATION <br />D5 <br />FORMS FOR INSULATION <br />LESS THAN 4:12, A (2) LAYER UNDERLAYMENT <br />R-VALUES <br />1/8' THICK, 3 COAT PORTLAND <br />R-VALUES <br />SYSTEM IS REQUIRED. FOR ROOF SLOPES OF <br />EXTERIOR WALL STUDS <br />!WALL SHEATHING NOT <br />PLACE STRAPS SPACED <br />AND FASTENED AS <br />' T 4 G SUBFLOOR GLUED <br />CEMENT PLASTER OVER' <br />7 4 G SUBFLOOR GLUED <br />4:12 OR GREATER, (I) LAYER UNDERLAYMENT 15 <br />suawFORCLARITY) <br />sHawWITH ONE <br />ADDITIONAL <br />DAcou <br />AND SCREWED AS PER <br />EXPANDED GAL V'D METAL LATH AND SCREWED AS PER <br />PERMITTED BUT MUST BE PER ASTM D22R TYPE <br />FASTEN sruoe To BLoac WALL <br />WINDOW KNGP6ruD <br />FASTENER SCHEDULE <br />ON FORTIFIBER JUMB07EX <br />FASTENER SCHEDULE <br />1I, A5TM D 4869 TYPE IV, OR ASTM D R151 <br />WITH USP MSTA4S STRAP WRH <br />FASTENERS AS SHOWN. INSTALL <br />GRADE '0' PAPER OVER TYVEK <br />BUILDING WRAP (REFER 70 <br />STRAP EA. END (UNO) 1 <br />SPACE STRAPS AS FOLLOWS: - � <br />410 MPH 'C'� 32' O.C. <br />INTO ST (COM'ON NAILS <br />INTO STUD l0.H8 DIA x I IR' <br />3/4' T 4 G SUBFLOOR GLUED <br />STUCCO SPECS FOR COMPLETE <br />AND SCREWED AS PER <br />-K.0 MPH 'C'. 32, O.C, <br />Lam') <br />INFORMATION) <br />FASTENER SCHEDULE ON <br />IIAMMPH C' 4e' o..CC. <br />2x4 CONT. * TOP AND $7. OF <br />SHEET D2 <br />TOP of erro WALL <br />FLR TRUSS (TOP 2x4 SUPPORTS <br />SOLE P-LaTE- -- <br />BT PLATE OF 2ND FLR, BTM. 2X4 <br />y. <br />FILL ALL REMANWG STRAP <br />HOLES W/ I0d NAILS INTO <br />PRE-ENG FLOOR TRUSS <br />IS FOR WALL SHEATHING NAILER) <br />-� PRE-ENG FLOOR TRUSS <br />FASTEN EACH 2X4 RIBBON W/ C5) <br />FASTEN EACH 2X4 RIBBON W/ <br />ro <br />WOOD BACKING <br />SIMPSON HETA-16 EMBED. <br />126 NAILS EACH TRUSS. BTM. <br />J' GYPSUM BOARD OR <br />(5) 12d NAILS EACH TRUSS. <br />BTM. RIBBON TO BE P.T. <br />T� <br />DO NOT PLACE SCREW IN <br />TOP HOLE NEAREST To Tow <br />STRAP ®32' O.G. MA x VERIFY <br />RIBBON TO BE P.T, <br />HIGH STRENGTH CLG. <br />nASONRY WALL <br />OF CMU CLOCK WALL <br />W/ TRUSS PLAN <br />WEEP SCREED <br />gpgRp <br />PRE-ENG FLOOR TRUSS <br />a <br />COM ECT BOTTOM OF <br />(SEE DETAIL 2/D3) <br />( INSTALL PER MFG. SPECS.) <br />= <br />STRAP TO cMu BL. WALL <br />uLOW. u IA Iso�Rr <br />i• GYPSUM BOARD OR <br />EMBED. STRAP VERIFY <br />CONIC. FILLED LINTEL BLK W/ <br />1APcoa X <br />HIGH STRENGTH CLG. BOARD <br />W/ TRUSS PLAN <br />(1) 115 REBAR CONTINUOUS <br />CONIC. FILLED LINTEL BLK W/ <br />CMU 5LOCKWALL —� <br />acREu's <br />s/s' THICK, 3 COAT PORTLAND <br />(U "5 REBAR CONTINUOUS <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />RIBBON <br />EXTERIOR STUD WALL <br />CONNECTION <br />FLOOR CONNECTION AT PARALLEL/ <br />FASTENING DETAIL <br />TO FIRST FLOOR MASONRY WALL <br />2 <br />PERPENDICULAR PRE—ENG FLOOR TRUSS <br />SCALE: 3/4' =1'-O' <br />A R C N I T E C T 5-1 <br />Grou � <br />Desi.n <br />��. <br />41 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32760 <br />PH: 407.774.8078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 J <br />sumry as mol <br />lIN <br />SILVERADO <br />LOT #21 <br />BLK #6 <br />PROim " <br />04128.000.02161 <br />MODM- <br />4EBB <br />"1828—CALI" <br />GAPLAam B WING: <br />RIGHT <br />PAam: <br />MONOLITHIC <br />2—STORY <br />WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B <br />ARCHrrECT: <br />STATE OF FL.ORIDA <br />BCAIM 1/4"=l'-O" <br />ffillww <br />D4 <br />