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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 SHINGLES <br />INSTALLED PER FBGR <br />INSTALLED PER FBGR <br />° TRUSSES WHERE 'X' BRACING <br />OVER 030 FELT PAPER <br />R805.2.1 ON J' O.S.B. <br />7 <br />RS052.1 ON 1,' O.S.B. <br />IS PRESENT <br />INSTALLED PER FBGR <br />SHEATHING OR I' CDX <br />SHEATHING OR }' GDX <br />RW52.1 ON a' O.S.B. <br />PLYWOOD SECURED PER <br />PLYWOOD SECURED PER <br />SHEATHING OR }' CDX <br />FASTENER SCHEDULE <br />FASTENER SCHEDULE <br />PRE-ENG GABLE TRU55 <br />PLYWOOD SECURED PER <br />PRE-ENG TRUSS <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 />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />2x4 OR 2x6 5UB-BAND PER <br />W/ (2) 12d's EACH TRUSS <br />PREDRI TRUSS <br />FOR INSULATION R-VALUES <br />2x4 OR 2x6 SUB -BAND <br />I. GYPSUM BOARD OR �' <br />ELEVATIONS <br />P.T. IX2 W/ MTL. DRIP EDGE <br />UGH PsuM ISTREN�OIARpcOR }' <br />PER ELEVATIONS <br />HIGH STRENGTH CLG. <br />VENTED ALUM. SOFFIT <br />2x4 OR 2x6 SUB -BAND <br />BOARD <br />VENTED ALUM. SOFFIT <br />BOARD <br />PER ELEVATIONS <br />DOUBLE TOP PLATE <br />TWIST STRAP VERIFY W/ <br />STIFFBACK (SEE SEALED <br />VENTED ALUM. SOFFIT <br />SIMPSON <br />WINDOW HEADER SIZE <br />TRUSS PLAN <br />TRJ55 ENG. FOR SIZE 4 <br />SEE ENERGY CODE FORMS <br />0 <br />1,000 UPLIFT <br />SP2 * EA. <br />2X8 STUD <br />VARIES PER WINDOW <br />CONDITION) <br />FOR INSULATION R-VALUES <br />CONNECTOR <br />OPENING SEE HEADER <br />WINDOW ATTACHMENT AS <br />SPAN CHART FOR <br />PER MANUFACTURES <br />SECURE 2x4 PLATE TO WALL W/ <br />9' GYPSUM BOARD OR �' <br />2x8 5YP 02 <br />DETAILS <br />SPECIFICATIONS <br />THRU-BOLTS s 32' O.G. <br />HIGH STRENGTH CI-G. <br />DBL TOP <br />PLATE <br />1} O.S.B. SHEATHING OR J' <br />WINDOW SILL <br />MAX THEN SECURE GABLE TO <br />BOARD <br />}' DRY WALL <br />CDX PLYWOOD. <br />2x4 PLATE W/ 12d'a 8' O.C. MAX <br />DOUBLE TOP PLATE <br />WALL <br />SHEATHING <br />}' DIA ANCHOR BOLT <br />ATTACHED PER FASTENER <br />2x STUDS * 16' O.G. MAX W/ <br />OR <br />AT 16' O.G. MAX WITH 1' <br />SCHEDULE ON SHEET D5. <br />INSUL., SEE ENERGY CODE <br />SECURE GABLE TO DBL TOP <br />WINDOW ATTACHMENT AS <br />2x8 SYP o2 <br />EMBEDMENT AND 2' <br />1/8' THICK, 3 COAT <br />FORMS FOR INSULATION <br />PLATE W/ SIMPSON HTC4 s 24' <br />PER MANUFACTURES <br />WOOD STUDS <br />DIA. WASHER <br />PORTLAND CEMENT <br />R-vALUE5 <br />O.C. MAX <br />SPECIFICATIONS <br />AT 12' O.C. MAX <br />PLASTER OVER <br />WINDOW HEADER 512E VARIES <br />WINDOW SILL <br />SIMPSON SPI <br />g EA, 2X8 <br />EXPANDED GALV'D <br />A' T 1 G GLUED <br />PER WINDOW OPENING SEE <br />2x STUDS 0 16' O.G. MAX W/ <br />STUD <br />METAL LATH ON <br />FORTIFIBER JUMBOTEX <br />AND SCREWEDWED AAS S PER <br />HEADER SPAN CHART FOR <br />DETAILS <br />IN5UL., SEE ENERGY CODE <br />GRADE 'D' PAPER OVER <br />FASTENER SCHEDULE <br />O.S.B. SHEATHING OR J' GDX <br />FORMS FOR INSULATION <br />R-VALUES <br />2x8 P.T. SYP 02 <br />O SOLE PLATE <br />(1) COURSE TIE -BEAM <br />TYVEK BUILDING WRAP <br />PLYWOOD. ATTACHED PER <br />POURED SOLID WITH <br />(REFER TO STUCCO <br />FASTENER SCHEDULE ON SHEET <br />' T 4 G SUBFLOOR GLUED <br />z <br />CONCRETE. (1) 05 <br />SPECS FOR COMPLETE <br />D5 <br />AND SCREWED AS PER <br />WO <br />REBAR HORIZONTALLY <br />INFORMATION) <br />1/8' THICK, 3 GOAT PORTLAND <br />FASTENER SCHEDULE <br />NOTE; SHEATHING MUST <br />CEMENTPLASTER OVER <br />I <br />PRECAST LINTEL <br />NOT BREAK I'-4' MIN. <br />FROM 2ND FLR LINE <br />PRE-ENG FLOOR TRUSS <br />EXPANDED gAH <br />ON FORTIFIBER JUM50TEX <br />ff <br />= W ( <br />~ n <br />WINDOW ATTACHMENT AS <br />(INSTALL PER MFG. SPECS.) <br />GRADE 'D' PAPER OVER TYVEK <br />Z LL1 <br />PER MANUFACTURES <br />2x4 CONT. 0 TOP AND BT. <br />J' GYPSUM BOARD OR }' <br />BUILDING WRAP (REFER TO <br />SPECIFICATIONS <br />OF FLR TRUSS (TOP 2x4 <br />HIGH STRENGTH CLG. <br />STUCCO SPECS FOR COMPLETE <br />SUPPORTS BT PLATE OF <br />2ND FLR, BTM. 2x4 15 FOR <br />BOARD <br />INFORMATION) <br />NOTE: SHEATHING MUST NOT <br />PRE-ENG FLOOR TRUSS <br />O <br />PRECAST SILL <br />WALL SHEATHING NAILER) <br />GONG. FILLED LINTEL BLK W/ <br />(1)"5 REBAR CONTINUOUS <br />BREAK I'-4' MIN. FROM 2ND FLR <br />(INSTALL PER MFG. SPECS.) <br />GYPSUM BOARD OR �' <br />05 REBa' AR 16' I <br />� O.C. MAX, IN <br />Z <br />FASTEN EACH 2X4 RIBBON <br />W/ (5) 12d NAILS g EACH <br />SEE ENERGY CODE FORMS <br />LINE' <br />HIGH STRENGTH CLG. <br />Lu CONCRETE <br />TRUSS. BTM, RIBBON TO BE <br />FOR INSULATION R-VALUES <br />2x4 CONT. 6 TOP AND BT. OF <br />FLR TRUSS (TOP 2x4 SUPPORTS <br />BOARD <br />POURED CELL, <br />O VERIFY PER <br />Ix2 P.T. FURRING STRIPS <br />16' O.G. <br />P.T. <br />PRECAST LINTEL <br />BT PLATE OF 2ND FLR, BTM. 2x4 <br />GONG. FILLED LINTEL BLK W/ <br />u- t PLAN. <br />WEEP SCREED <br />WINDOW ATTACHMENT AS <br />15 FOR WALL SHEATHING <br />(1) 05 REBAR CONTINUOUS <br />0 <br />V CMU <br />(SEE DETAIL 2/D3) <br />PER MANUFACTURES <br />NAILER) FASTEN EACH 2X4 <br />J O SEE ENERGY <br />p <br />1/2' GYP. WL. BD. <br />EMBED. STRAP VERIFY <br />SPECIFICATIONS <br />RIBBON W/ (5) 12d NAILS 0 <br />EACH TRUSS. BTM. RIBBON TO <br />PREEL CAST LINT <br />cfj U CODE FORMS <br />(1) 04 CONTINUOUS REBAR <br />W/ TRUSS PLAN <br />PRECAST SILL <br />BE P.T. <br />WINDOW ATTACHMENT AS <br />�t1 FOR <br />> <br />WOOD BASE <br />THICK, 3 GOAT <br />(1) 05 REBAR VERTICALLY <br />WEEP SCREED <br />PER MANUFACTURER <br />SPECIFICATIONS <br />Q O INSULATION <br />� R-VALUES z <br />« 4 REBAR 48' LONG <br />PORTLAND CEMENT <br />W/ CONIC. POURED CELL <br />(SEE DETAIL 2/D3) <br />' <br />PRECAST SILL <br />w <br />m Q <br />W/6' HOOK ®24' O.G., <br />PLASTER APPLIED <br />Ix2 P.T. FURRING STRIPS <br />EMBED. STRAP VERIFY <br />Q z <br />MIN. 24' IN SLAB <br />DIRECTLY TO MASONRY <br />a 16' O.G. <br />W/ TRUSS PLAN <br />(1) 05 REBAR VERTICALLY <br />y <br />a U <br />2'-O" (MIN. <br />2—STORY <br />i 8' GMU <br />W/ CONC. POURED CELL <br />m <br />IN SLAB) <br />FIRST FLOOR <br />I/2' GYP. WL. BD. <br />THICK, 3 GOAT E <br />P.T. . <br />Ix2 URRING STRIPS <br />WOOD BASE <br />PIRLASTE D CEMENT <br />PORTLAND <br />a' 1O.C. <br />BLOCK SECOND <br />PLASTER APPLIED <br />� <br />� <br />FLOOR FRAME <br />DIRECTLY TO MASONRY , i <br />8' MU <br />C <br />I/2' GYP. WL. BD. <br />s <br />WALL <br />4' GONG., REINF. W/ 6'x6' <br />1 SCALE; 3/4'=1'-O' <br />9 <br />2—STORY GABLE <br />WOOD BASE <br />SECTION — _ L ° <br />W1.4XWI.40 WWM ON 6-MIL POLY <br />L <br />FIRST FLOOR <br />° <br />— <br />WOOD <br />ARDER <br />WELLLGOMPAGTEETHYENE D GL AN FILLLON <br />BLOCK SECOND <br />9 <br />FRAME TO; <br />TERMITE TREATMENT SHALL BE <br />1 A FLOO R FRAME L <br />°a <br />6° 6° 6° 6^ <br />1 B LOCK WALL <br />—(3)05BREBAR ON CHAIRS <br />SCALE: 3/4'=1'-0' a <br />2x STUDS G 16' 0'C. MAX W/ <br />O.S.B. SHEATHING OR �' GDX <br />X 2x STUDS * 16' O.G. MAW/ <br />NOTE: <br />IN5UL., SEE ENERGY CODE <br />PLYWOOD. ATTACHED PER <br />FASTENER SCHEDULE ON SHEET <br />INSUL., SEE ENERGY CODE <br />PER FBGR 13052.1 - FOR ROOF SLOPES 2:12 TO <br />FORMS FOR INSULATION <br />p5 <br />FORMS FOR INSULATION <br />LESS THAN 4:12, A (2) LAYER UNDERLAYMENT <br />R-VALUES <br />1/6' THICK, 3 COAT PORTLAND <br />R-VALUES <br />SYSTEM 15 REQUIRED. FOR ROOF SLOPES OF <br />EXTERIOR WALL STUDS <br />(WALL SHEATHN6 NOT <br />PLACE STRAPS SPACED <br />AND FASTENED AS <br />T 4 G 5U5FLOOR GLUED <br />CEMENT PLASTER OVER <br />3' T 4 G SUBFLOOR GLUED <br />4 <br />4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS <br />s"aw FOR CLArom <br />SHOWN WITH CNE <br />ADDITIONAL STRAP AT <br />AND SCREWED AS PER <br />EXPANDED GALV'D METAL LATH AND SCREWED AS PER <br />PERMITTED BUT MUST BE PER A5TM D226 TYPE <br />FASTEUTWN aroma ro eLoac WALL <br />EACF WINDOW CQd6 anro <br />FASTENER SCHEDULE <br />ON FORTIFIBER JUMBOTEX <br />FASTENER SCHEDULE <br />II, ASTM D 4869 TYPE IV, OR ASTM D 6151 <br />FASTENERS AS SHOWN. INSTALL <br />GRADE '0' PAPER OVER TY VEK <br />BUILDING WRAP (REFER TO <br />STRAP • EA, END (UNO) <br />SPACE -110 P-14 , FOLLOWS-TRAPO AS <br />MIN ( a) Faa ccTrtON NAILS <br />SND l0A48 DIA x I 1 2' <br />3/4' T 4 G 5U5FLOOR GLUED <br />STUCCO SPECS FOR COMPLETE <br />AND SCREWED AS PER <br />-160 MPH'Cl. sr OC, <br />LOW.) <br />LOO1 <br />INFORMATION) <br />FASTENER SCHEDULE ON <br />_I�4O r"xH�C �a o� <br />2x4 CONT. m TOP AND ST' OF <br />SHEET D2 <br />TOP OFSTUD WALL <br />FLR TRUSS (TOP 2x4 SUPPORTS <br />�oL� Pf <br />BT PLATE OF 2ND FLR, BTM. 2x4 <br />FILL ALL REd NA LbG. STRAP <br />HOLES W/ 10d NAILS INTO <br />PRE-ENG FLOOR TRUSS <br />IS FOR WALL SHEATHING NAILER) PRE-ENG FLOOR TRU55 <br />FASTEN EACH 2X4 RIBBON W/ (5) <br />FASTEN EACH 2X4 RIBBON W/ <br />(5) 12d NAILS SI EACH TRUSS. <br />m <br />WOOD SACKING <br />SIMPSON HETA-16 EMBED. <br />12d NAILS ® EACH TRUSS. BTM. <br />RIBBON TO BE P.T. <br />GYPSUM BOARD OR <br />BTM. RIBBON TO BE P.T. <br />TOP of <br />n�eaaer wa.� - <br />DO NOT PLACE SCOW IN <br />TOP HOLE NEAREST TO TOP <br />OF CM BLOCK WALL <br />STRAP o 32' O.G. MAX VERIFY <br />W/ TRUSS PLAN <br />WEEP SCREED <br />HIGH STRENGTH CLG. <br />H <br />BOARD <br />PRE-ENG FLOOR TRUSS <br />OM OF <br />TO CM WALL <br />(SEE DETAIL 2/D3) <br />(INSTALL PER MFG. SPECS.) <br />STRAP BLOCK <br />Wi(vsna•DIA.xI-v4' <br />BOARD <br />' GYPSUM BOARD OR �' <br />EMBED. STRAP VERIFY <br />CONC. FILLED LINTEL BLK W/ <br />(1) 05 REBAR CONTINUOUS <br />CONC. FILLED LINTEL BLK W/ <br />mu BLOCK WALL <br />Lorca TAPCON MAaONRr <br />SCREWS <br />HIGH STRENGTH BOARD <br />W/ TRUSS PLAN <br />%' THICK, 3 COAT PORTLAND <br />(I) 05 REBAR CONTINUOUS <br />=�� <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />RIBBON <br />EXTERIOR STUD WALL <br />CONNECTION <br />FLOOR CONNECTION AT PARALLEL/ <br />G FASTENINDETAIL <br />TO FIRST FLOOR MASONRY WALL <br />2 <br />PERPENDICULAR PRE—ENG FLOOR TRUSS <br />2A SCALE: 0° <br />3 Aa E'NTa <br />SCALE: 3/4' = I' -O' <br />A N C N I T I C T t <br />6 <br />Deign <br />Grous.ne. <br />141 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32780 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA M: 0003325 <br />m <br />i <br />w <br />0 <br />a <br />0 <br />U <br />rUMIV. Ia LOT: <br />SILVERADO <br />LOT 26 <br />LOT 6 <br />I-non=T* <br />04128.000-02661 <br />moassu <br />4EHB <br />"2605—HAYDEN" <br />OARAGM al/lNQ: <br />RIGHT <br />PAS= <br />MONOLITHIC <br />2—STORY <br />WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B <br />AflC jrrECT: <br />STATE OF FLOMA <br />N V 1 j7 <br />DAn" 11/08/17 <br />OCAM 1/4"=1'-0" <br />OMEN= <br />D4 <br />