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FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES <br />OVER 830 FELT PAPER <br />OVER 030 FELT PAPER <br />2x4 BLOCKING BETWEEN <br />FIBERGLASS SHINGLES <br />INSTALLED PER FBCR <br />INSTALLED PER FBCR <br />TRUSSES WHERE 'X' BRACING <br />OVER 030 FELT PAPER <br />R9052.1 ON a' O.S.B. <br />R9052,1 ON a" O.S.B. <br />IS PRESENT <br />INSTALLED PER FBCR <br />SHEATHING OR J' CDX <br />SHEATHING OR J' CDX <br />R905.2.1 ON a' O.S.B. <br />PLYWOOD SECURED PER <br />PLYWOOD SECURED PER <br />SHEATHING OR J' CDX <br />FASTENER SCHEDULE <br />FASTENER SCHEDULE <br />PRE-ENG GABLE TRUSS <br />PLYWOOD SECURED PER <br />PRE-ENG TRUSS <br />SEE ENERGY GORE 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 />E <br />FOR INSULATION R-VALUES <br />2x4 OR 2x6 SUB -SAND PER <br />W/ (2) 12d's ® EACH TRUSS <br />PRE-ENG TRUSS <br />FOR INSULATION R-VALUES <br />2x4 OR 2x6 SUB-BANDg' <br />GYPSUM BOARD OR }' <br />ELEVATIONS <br />P.T. IX2 W/ MTL. RIP EDGE" <br />D <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 />VENTED ALUM. SOFFIT <br />BOARD <br />PER ELEVATIONS <br />BOARD <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 />TRUSS ENG. FOR SIZE a <br />SEE ENERGY CODE FORMS <br />1,0000 UPLIFT <br />6P2 g 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 />R' GYPSUM BOARD OR 1' <br />2x8 SYP •Z <br />DETAILS <br />SPECIFICATIONS <br />3'x6' THRU-BOLTS 32' O.G. <br />NIGH STRENGTH <br />DBL TOP <br />O.S.B. SHEATHING OR }' <br />WINDOW SILL <br />MAX THEN SECURE GABLE TO <br />CLG. <br />BOARD <br />PLAT <br />DRY WALL <br />CDX PLYWOOD. <br />ATTACHED PER FASTENER <br />2x4 PLATE W/ 126's 8' O.C. MAX <br />OR <br />DOUBLE TOP PLATE <br />WALL <br />SHEATHING' <br />DIA ANCHOR BOLT <br />SCHEDULE ON SHEET D5. <br />2x STUDS ®16' O.G. MAX W/ <br />INSUL., SEE ENERGY CODE <br />SECURE GABLE TO DBL TOP <br />WINDOW ATTACHMENT AS <br />2x8 SYP •2 <br />AT 16' O.C. MAX WITH 1' <br />EMBEDMENT AND 2' <br />1/8' THICK, 3 COAT <br />FORMS FOR INSULATION <br />PLATE W/ SIMPSON HTC4 A 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.G. MAX <br />PLASTER OVER <br />WINDOW HEADER SIZE VARIES <br />WINDOW SILL <br />SSIEPPSOON 5PI <br />EXPANDED GALV'D <br />T 4 G SUBFLOOR GLUED <br />PER WINDOW OPENING SEE <br />A. 2X6 <br />STUD <br />METAL LATH ON <br />AND SCREWED AS PER <br />HEADER SPAN CHART FOR <br />2x STUDS a 16' O.C. MAX W/ <br />FORTIFIBER JUMBOTEX <br />GRADE 'D' PAPER OVER <br />FASTENER SCHEDULE <br />DETAILS <br />INSUL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />2x8 P.T. SYP 02 <br />TYVEK BUILDING WRAP <br />O.S.B. SHEATHING OR #' CDX <br />R-VALUES <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 />POURED SOLID WITH <br />CONCRETE. (I) 05 <br />SPECS FOR COMPLETE <br />D5 <br />AND SCREWED AS PER <br />w <br />IL <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 />(L <br />PRECAST LINTEL <br />NOT BREAK I'-4' MIN. <br />PRE-ENG FLOOR TRUSS <br />EXPANDED <br />FORTIF ERMETAL <br />JUM50TEX <br />� w <br />FROM 2ND FLR LINE <br />(INSTALL PER MFG. SPECS.) <br />GRADE 'D' PAPER OVER TYVEK <br />Q <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />2x4 CONT, g TOP AND BT. <br />'GYPSUM BOARD OR J' <br />BUILDING WRAP (REFER TO <br />z w <br />OF FLR TRUSS (TOP 2x4 <br />HIGH STRENGTH CLG. <br />STUCCO SPECS FOR COMPLETE <br />w <br />SPECIFICATIONS <br />SUPPORTS BT PLATE OF <br />BOARD <br />INFORMATION) <br />PRE-ENG FLOOR TRUSS <br />w 2PRECAST <br />2ND FLR, BTM. 2x4 IS FOR <br />CONC. FILLED LINTEL BLK W/ <br />NOTE: SHEATHING MUST NOT <br />(INSTALL PER MFG. SPECS.) <br />Z 10 REBAR ® 1&- <br />SILL <br />WALL SHEATHING NAILER) <br />FASTEN EACH 2x4 RIBBON <br />ll) •5 REBAR CONTINUOUS <br />BREAK I'-4' MIN. FROM 2ND FLR <br />LINE <br />GYPSUM BOARD OR <br />~ lu O.C. MAX, IN <br />Z a <br />W/ (5) 12d NAILS m EACH <br />TRUSS. BTM. RIBBON TO 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 />11 POURED CELL, <br />Ix2 P.T. FURRING STRIPS <br />P.T. <br />PRECAST LINTEL <br />FLR TRUSS (TOP 2x4 SUPPORTS <br />p _ VERIFY PER <br />s I6O.C. <br />BT PLATE OF 2ND FLR, BTM. 2x4 <br />CONC. FILLED LINTEL BLK W/ <br />u- t PLAN. <br />WEEP SCREED <br />WINDOW ATTACHMENT AS <br />IS FOR WALL SHEATHING <br />NAILER) FASTEN <br />(I) •5 REBAR CONTINUOUS <br />p <br />8' CMU <br />(SEE DETAIL 2/D3) <br />PER MANUFACTURES <br />EACH 2X4 <br />Jpp p SEE ENERGY <br />1/2' GYP. WL. BD. <br />EMBED. STRAP VERIFY <br />SPECIFICATIONS <br />RIBBON W/ (5) 12d NAILS ® <br />EACH TRUSS. BTM. RIBBON TO <br />PRECAST LINTEL <br />�j U CODE FORMS <br />(U N 4 CONTINUOUS REBAR <br />W/ TRUSS PLAN <br />PRECAST SILL <br />BE P.T. <br />WINDOW ATTACHMENT AS <br />J w FOR _ <br />WOOD BASE <br />5/e' THICK, 3 COAT <br />(1) 05 REBAR VERTICALLY <br />W/ CON(. POURED CELL <br />WEEP SCREED <br />PER MANUFACTURER <br />SPECIFICATIONS <br />Q INSULATION <br />1 R-vALU£S z <br />•4 REBAR 48" LONG <br />PORTLAND CEMENTOAT <br />PLASTER APPLIED <br />( Ix2 P.T. FURRING STRIPS <br />(SEE DETAIL 2/D3) <br />PRECAST SILL <br />w <br />d <br />I- a Q <br />W/6" HOOK ID 24' O.C., <br />DIRECTLY TO MASONRY <br />$ IFh' O.C. <br />EMBED. STRAP VERIFY <br />(1)'5 REBAR VERTICALLY <br />� Q z <br />O <br />MIN. 24' IN SLAB <br />2—STORY <br />a GMU <br />W/ TRUSS PLAN <br />W/ CON(. POURED CELL <br />0 �7 <br />2'-O" (MIN. <br />FIRST FLOOR2 <br />_ <br />I/2' GYP. WL. BD. <br />%' THICK, 3 COAT : <br />Ix2 P.T. FURRING STRIPS <br />°� O <br />N SLAB)_ <br />WOOD BASE <br />PORTLAND CEMENT <br />g I6' O.C. <br />_ <br />BLOCK SECOND <br />PLASTER APPLIED ( <br />Z' <br />DIRECTLY TO MASONRY J <br />8' CMU <br />�- <br />a <br />FLOOR FRAME <br />° <br />1/z• GYP. WL. BD. <br />WALL ( ° <br />1 SCALE: 3/4'=I'-0' <br />e <br />< <br />2—STORY GABLE <br />WOOD BASE <br />� 4' CON(., REINF. W/ 6'x6' <br />SECTION — _' �� WIAXWIA0 WWM ON (o-MIL POLY <br />a <br />L� <br />FIRST FLOOR <br />. <br />WOOD <br />• ETHYLENE VAPOR RETARDER ON <br />BLOCK SECOND i <br />9 <br />WELL -COMPACTED CLEAN FILL <br />FRAME TO ; 6. 6 ��, r TERMITE TREATMENT SHALL BE <br />1A FLOOR FRAME <br />1B LOCK WALL ° 2'-0' BORA-CARE <br />O (3) S REBAR ON CHAIRS <br />SCALE: 3/4'=1'-O' a <br />2x STUDS I&' O.C. MAX W/ <br />ib O.S.B. SHEATHING OR J" CDX <br />2x STUDS m I6' O.G. MAX W/ <br />NOTE: <br />INBUL., SEE ENERGY CODE <br />PLYWOOD. ATTACHED PER <br />INSUL., SEE ENERGY CODE <br />PER F5CR'3052.1 - FOR ROOF SLOPES 2:12 TO <br />FORMS FOR INSULATION <br />FASTENER SCHEDULE ON SHEET <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 SNEATNING NOT <br />PLACE STRAPS SPACED <br />AND FASTENED AS <br />J' T t G SUBFLOOR GLUED <br />CEMENT PLASTER OVER <br />J' T d G SUBFLOOR GLUED <br />4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS <br />SNOLLNFORCLARITY) <br />AND SCREWED AS PER <br />EXPANDED METAL LATH AND SCREWED AS PER <br />PERMITTED BUT MUST BE PER ASTM D226 TYPE <br />FASTEN 9=6 To BLOCK WALL <br />ADDITIONAL STRAP AT <br />ADDITIONAL STRAP <br />EACH WINDOW KNG BTUD <br />FASTENER SCHEDULE <br />ON FORTIFIBER JUMB07EX <br />ER JUM <br />FASTENER SCHEDULE <br />II, ASTM D 4869 TYPE Iv, OR ASTM D 6151 <br />WIN USP MSTA48 STRAP WITH <br />FASTENERS AS SNOW. "TALL <br />GRADE 'D' PAPER OVER TYVEK <br />STRAP • EA END <br />-- k MIN (NO) 041 CCtf ON NAILS <br />3/4' T 4 G SUBFLOOR GLUED <br />BUILDING WRAP (REFER TO <br />FOLLOWS, SPACE STRAPS 'FOLLOWS: <br />_rIoSTUCCO <br />MTO STUD (O.we CIA x N' <br />LONG) <br />SPECS FOR COMPLETE <br />AND SCREWED AS PER <br />� V, yz• o� <br />INFORMATION) <br />FASTENER SCHEDULE ON <br />-wpmMN4V�4s�OoC. <br />2x4 CONT. o TOP AND BT. OF <br />SHEET D2 <br />TOP OF STUD WALL <br />FLR TRUSS (TOP 2x4 SUPPORTS <br />BT PLATE OF 2ND FLR, BTM. 2x4 <br />FILL ALL REMAINRYa STRAP <br />PRE-ENG FLOOR TRUSS <br />IS FOR WALL SHEATHING NAILER) <br />PRE-ENG FLOOR TRUSS <br />FASTEN EACH 2X4 RIBBON W/ <br />'` <br />NOLESW Od NAILS Pro <br />WuoD BACKING <br />FASTEN EACH 2X4 RIBBON W/ (5) <br />(5) 12d NAILS � EACH TRUSS. <br />Do NOT PLACE SCREW IN <br />SIMPSON HETA-ICE EMBED.' <br />12d NAILS o EACH TRUSS. BTM. <br />GYPSUM BOARD OR <br />BTM. RIBBON TO BE P.T. <br />Tor OF �_ <br />TOP HOLE NEAREST TO TOP <br />STRAP g 32' O.G. MAX VERIFY <br />RIBBON TO BE P.T. <br />HIGH STRENGTH CLG. <br />MASONRY WALL <br />of a u BLOCK WALL <br />W/ TRUSS PLAN <br />WEEP SCREED <br />Bpq� <br />PRE-ENG FLOOR TRUSS <br />a <br />CONNECT BOTTOM OF <br />J' GYPSUM BOARD OR I' <br />(S££ DETAIL 2/D3) <br />EMBED. STRAP VERIFY <br />CONC. FILLED LINTEL BLK W/ <br />05 <br />(INSTALL PER MFG. SPECS.) <br />_ _ <br />CM BLOCK WALL <br />_ STRAP roc I BLOCK uALL <br />S) n) TO VIA. x OCK <br />LOW. TAPCON MASONRY <br />SCREWS <br />HIGH STRENGTH CLG. BOARD <br />W/ TRUSS PLAN <br />(1) REBAR CONTINUOUS <br />CONC. FILLED LINTEL BLK W/ <br />5/e' THICK, 3 COAT PORTLAND <br />(1) •5 REBAR CONTINUOUS <br />CEMENT PLASTER <br />DIRECTLY TOM SONRYI£D <br />RIBBON <br />EXTERIOR STUD <br />WALL CONNECTION <br />FLOOR CONNECTION AT PARALLEL <br />FASTENING DETAIL <br />TO FIRST FLOOR <br />MASONRY WALL <br />2 <br />PERPENDICULAR PRE—ENG FLOOR TRUSS <br />2A SCALE: 3/4'=I'-0' <br />3 aCUE'Nra <br />SCALE: 3/4' = I'-0' <br />A R C N I T E C T 8 1 <br />Design <br />Gro*..c. <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32760 <br />PH: 407-774.8078 <br />FAX: 407.7744078 <br />www.abde•igngroup.com <br />AA N: 0003325 <br />w <br />y <br />m <br />a <br />m <br />0 <br />0 <br />W <br />0 <br />3 <br />F-summ so Lox: <br />SILVERADO <br />LOT #4 <br />BLK #7 <br />0n8 00 41 -00471 <br />MODEM& <br />4EHB <br />"2605-HAYDEN" <br />GAl%AGZ OWING: <br />RIGHT <br />PAO&. <br />MONOLITHIC <br />2—STORY <br />WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B <br />DA10/20/17 <br />BCAXM 17C=1'-0" <br />8*12= <br />D4 <br />