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FIBERGLASS SHINGLES <br />OVER •30 FELT PAPER <br />INSTALLED PER FBGR <br />R9O52.1 ON J' 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 2x6 SUB <br />PER PER ELEVATIONS <br />VENTED ALUM. SOFFIT <br />DOUBLE TOP PLATE <br />WINDOW HEADER 51ZE <br />VARIES PER WINDOW <br />OPENING SEE HEADER <br />SPAN CHART FOR - <br />DETAILS <br />O.S.B. SHEATHING OR J' <br />CDX PLYWOOD. <br />ATTACHED PER FASTENER <br />SCHEDULE ON SHEET D5. <br />T/8' THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER OVER <br />EXPANDED GALV'D <br />METAL LATH ON <br />FORTIF15ER JUM50TEX <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 I'-4' MIN. <br />FROM 2ND FLR LINE <br />2x4 CONT. 9 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/a' THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />2—STORY <br />FIRST FLOOR <br />BLOCK SECOND <br />1 FLOOR FRAME <br />SCALE: 3/4' = I'-O' <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 />WINDOW SILL <br />2x STUDS m 16' O.G. 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 />I' GYPSUM BOARD OR <br />HIGH STRENGTH CLG. <br />BOARD <br />CONC. FILLED LINTEL BLK I <br />(1) *5 REBAR CONTINUOUS <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />PRECAST LINTEL <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />PRECAST SILL <br />(1) 05 REBAR VERTICALLY <br />W/ GONG POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />a 16' O.G. <br />8' CMU <br />I/2' GYP. WL. BD. <br />WOOD BASE <br />OVER 030 FELT PAPER <br />INSTALLED PER FBGR <br />R9O5.21 ON J' O.S.B. <br />SHEATHING OR 2 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 />g'x6' TI-IRU-BOLTS m 32' O.G. <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/ SIMPSON I-ITC4 o 24' <br />O.G. MAX <br />WINDOW HEADER SIZE VARIES <br />PER WINDOW OPENING SEE <br />HEADER SPAN CHART FOR <br />DETAILS <br />O.S.B. SHEATHING OR I' CDX <br />PLYWOOD. ATTACHED PER <br />FASTENER SCHEDULE ON SHEET <br />D5 <br />116' THICK, 3 COAT PORTLAND <br />CEMENT PLASTER OVER <br />EXPANDED GALV'D METAL LATH <br />ON FORTIF15ER JUM50TEX <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 I'-4' MIN. FROM 2ND FLR <br />LINE <br />2x4 CONT. o TOP AND BT. OF <br />FLR TRU55 (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 />5/o, THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />2—STORY GABLE <br />FIRST FLOOR <br />BLOCK SECOND <br />1A FLOOR FRAME" <br />SCALE: 3/4' =1' -0' <br />2x4 BLOCKING BETWEEN <br />FIBERGLASS SHINGLES <br />TRUSSES WHERE 'X' BRACING <br />OVER 03O FELT PAPER <br />IS PRESENT <br />INSTALLED PER FBGR <br />R9O52.7 ON a' O.S.B. <br />SHEATHING OR }' CDX <br />PRE-ENG GABLE TRUSS <br />PLYWOOD SECURED PER <br />CONT. 2x4 RAT RUN SECURED <br />FASTENER SCHEDULE <br />SEE ENERGY CODE FORMS <br />W/ (2) 12d's A EACH TRUSS <br />PRE-ENG TRUSS <br />FOR INSULATION R-vALUES <br />P.T. IX2 W/ MTL. DRIP EDGE <br />J' GYPSUM BOARD OR J' <br />2x4 OR 2x6 SUB -BAND <br />HIGH STRENGTH CLG. <br />PER ELEVATIONS <br />BOARD <br />VENTED ALUM. SOFFIT <br />SIMPSON <br />SEE ENERGY CODE FORMS <br />SP2 g EA. <br />FOR INSULATION R-VALUES <br />1000« UPLIFT <br />, <br />2X5 STUD <br />CONNECTOR <br />J' GYPSUM BOARD OR }' <br />7DOUBLE <br />2x6 SYP "2 <br />DBL TOP <br />HIGH STRENGTH CLG. <br />PLATE <br />BOARD <br />DRY WALL <br />TOP PLATE <br />WALL <br />SHEATHING <br />J' DIA ANCHOR BOLT <br />AT 16 ' O.G. MAX WITH -I' <br />WINDOW ATTACHMENT AS <br />2x6 SYP 02 <br />EMBEDMENT AND 2' <br />PER MANUFACTURES <br />WOOD STUDS <br />DIA, WASHER <br />SPECIFICATIONS <br />AT 12' O.G. MAX <br />SIMPSON 8PI <br />WINDOW SILL <br />W <br />m EA. 2X8 <br />2x STUDS im 16' O.G. MAX W/ <br />STUD <br />INSUL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />2x6 P.T. SYP 02 <br />R-VALUES <br />O SOLE PLATE <br />(1) COURSE TIE -BEAM <br />POURED SOLID WITH <br />J' T 4 G SUBFLOOR GLUED <br />W <br />CONCRETE. (1) 05 <br />AND SCREWED AS PER <br />Q <br />REBAR HORIZONTALLY <br />FASTENER SCHEDULE <br />O <br />0- <br />O W <br />PRECAST LINTEL <br />Lu <br />WINDOW ATTACHMENT AS <br />W <br />PER MANUFACTURES <br />Lu <br />SPECIFICATIONS <br />0 <br />PRE-ENG FLOOR TRUSS <br />W <br />PRECAST SILL <br />(INSTALL PER MFG. SPECS.) <br />? 05 REBAR s 16' <br />' GYPSUM BOARD OR 2 <br />z m O.G. MAX, IN <br />HIGH STRENGTH CLG. <br />W CONCRETE <br />BOARD <br />Z POURED CELL, <br />Ix2 P.T. FURRING STRIPS <br />09 VERIFY PER <br />w <br />GONG. FILLED LINTEL BLK W/ <br />PLAN. <br />(1) 05 REBAR CONTINUOUS <br />B cl <br />6' CMU <br />J O SEE ENERGY <br />1/2' GYP. WL. BD. <br />PRECAST LINTEL <br />100 CODE FORMS <br />(1) 04 CONTINUOUS REBAR <br />WINDOW ATTACHMENT AS <br />.1 FOR <br />O <br />OL) BASE <br />PER MANUFACTURER <br />Q INSULATION <br />SPECIFICATIONS <br />D m R-VALUES Z w <br />M40REBAR 48' LONG <br />PRECAST SILL <br />Q <br />a Z <br />W/6' HOOK m 24' O.G., <br />05 <br />- -qq' <br />O <br />MIN. 24' IN SLAB <br />(1) REBAR VERTICALLY <br />W/ CONC. POURED CELL <br />, -A F III <br />IL iv v <br />2'-0" (MIN. <br />° <br />IN SLAB) <br />Ix2 P.T. FURRING STRIPS <br />,_' <br />i 8' CMU <br />WALL <br />I <br />1/2' GYP. WL. BD. <br />i <br />4' GONG., REINF. W/ 6'x6' <br />UIOOD BASE <br />SECTION — <br />L� <br />WI.4XWI.4O WWM ON 6-MIL POLY <br />_ <br />WOOD <br />' <br />ETHYLENE VAPOR BARRIER ON <br />WELL -COMPACTED CLEAN FILL <br />�f <br />FRAME TO U, <br />TERMITE TREATMENT SHALL BE <br />� <br />LOCK WALL ° <br />6° 6" 6' <br />2' 0' <br />6", BORA-CARE <br />a L <br />(3) 05 REAR ON CHAIRS <br />B <br />A C N i T E C T■ <br />6 <br />Deign <br />Grousi�.. <br />U N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-774-4078 <br />www.abdesigngrou'." <br />AA S: 0003325 <br />w <br />w <br />0 <br />U <br />0 <br />4 <br />w <br />0 <br />0 <br />i <br />BUBDIV da LOT <br />SILVERADO <br />LOT #17 <br />BLK #1 <br />PROJWTI► <br />04128.000-17001 <br />IODELe <br />4EHB <br />"2605—HAYDEN" <br />DARAQE awnro: <br />LEFT <br />Ph <br />MONOLITHIC <br />2—STORY <br />1— HR WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B <br />ARCHITECT- <br />STATE OF FLOP�A <br />DA 11/09/16 <br />BCALM 1/4"=1'-0" <br />SREET <br />D4o 1 <br />