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FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />Rw52,1 ON ib' 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 -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 />16 0_5.5. SHEATHING OR 12' <br />CDX PLYWOOD. <br />ATTACHED PER FASTENER <br />SCHEDULE ON SHEET D5. <br />1/0' THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER OVER <br />EXPANDED GALV'D <br />METAL LATH ON <br />FORTIFIBER 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 />V THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />2—STORY <br />FIRST FLOOR <br />BLOCK SECOND <br />rj_--�FLOOR FRAME <br />1 SCALE: 3/4'=1'-0' <br />EE ENERGY CODE FORMS <br />�)R INSULATION R-VALUES <br />GYPSUM BOARD OR }' <br />IGH STRENGTH CLG. <br />SOARD <br />WIST STRAP VERIFY W/ <br />RUSS PLAN <br />IINDOW ATTACHMENT AS <br />'ER MANUFACTURES <br />PECIFICATIONS <br />UNDOW SILL <br />?x STUDS 6 1&' O.G. MAX W/ <br />NSUL., SEE ENERGY CODE <br />'ORMS FOR INSULATION <br />R-VALUES <br />I' T 4 G SUBFLOOR GLUED <br />AND SCREWED AS PER <br />'ASTENER SCHEDULE <br />PRE-ENG FLOOR TRUSS <br />(INSTALL PER MFG. SPECS., <br />R' GYPSUM BOARD OR #' <br />HIGH STRENGTH CLG, <br />BOARD <br />CONC. FILLED LINTEL BLK I <br />(1) 05 REBAR CONTINUOUS <br />SEE ENERGY CODE FORMS <br />=0R INSULATION R-VALUES <br />PRECAST LINTEL <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />PRECAST SILL <br />(U "S REBAR VERTICALLY <br />W/ CONC. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />g 16' O.G. <br />8' GMU <br />1/2' GYP. WL. BD, <br />WOOD BASE <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />R9052.1 ON r' O.S.B. <br />SHEATHING OR }' 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 />8'xb' THRU-BOLTS @ 32' O.C. <br />MAX THEN SECURE GABLE TO <br />2x4 PLATE W/ 12d's 6' O.G. MAX <br />OR <br />SECURE GABLE TO DBL TOP <br />PLATE W/ SIMPSON HTC4 9 24' <br />O.G. MAX <br />WINDOW HEADER SIZE VARIES <br />PER WINDOW OPENING SEE <br />HEADER SPAN CHART FOR <br />DETAILS <br />6 O.S.B. SHEATHING OR I' CDX <br />PLYWOOD. ATTACHED PER <br />FASTENER SCHEDULE ON SHEET <br />D5 <br />1/8' THICK, 3 COAT PORTLAND <br />CEMENT PLASTER OVER <br />EXPANDED GALV'D METAL LATH <br />ON FORTIF15ER JUMBOTEX <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 1'-4" MIN, FROM 2ND FLR <br />LINE <br />2x4 CONT. e TOP AND BT. OF <br />FLR TRUSS (TOP 2x4 SUPPORTS <br />BT PLATE OF 2ND FLR, BT. 2x4 <br />IS FOR WALL SHEATHING <br />NAILER) <br />WEEP SCREED <br />(SEE DETAIL 2/03) <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 GABLE <br />FIRST FLOOR <br />BLOCK SECOND <br />1A FLOOR FRAME <br />SCALE: 3/4' =1'-0' <br />2x4 BLOCKING BETWEEN <br />TRUSSES WHERE 'X' BRACING <br />IS PRESENT <br />PRE-ENG GABLE TRUSS <br />CONT. 2x4 RAT RUN SECURED <br />W/ (2) 12d'5 o EACH TRUSS <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />I' GYPSUM BOARD OR <br />HIGH STRENGTH CLG. <br />BOARD <br />DOUBLE TOP PLATE <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />WINDOW SILL <br />2x STUDS 9 16' O.G. MAX W/ <br />IN5UL., 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 />J' GYPSUM BOARD OR }° <br />HIGH STRENGTH CLG. <br />BOARD <br />CONC. FILLED LINTEL BLK W/ <br />(U 05 REBAR CONTINUOUS <br />PRECAST LINTEL <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURER <br />SPECIFICATIONS <br />PRECAST SILL <br />(U 05 REBAR VERTICALLY <br />W/ CONC. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />a 16' O.C. <br />S' CMU <br />1/2' GYP. ILL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />RS052.1 ON 6' 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 SUB -BAND <br />PER ELEVATIONS <br />VENTED ALUM. SOFFIT <br />If000" UPLIFT - <br />CONNECTOR <br />2x8 SYP 02 — <br />DBL TOP <br />PLATE <br />WALL <br />SHEATHING <br />2x8 SYP 02 — <br />WOOD STUDS <br />AT 12' O.C. MAX <br />2x8 P.T. SYP 02 <br />SOLE PLATE <br />'5 REBAR im 1(o <br />O.G. MAX, IN <br />CONCRETE <br />POURED CELL, <br />VERIFY PER <br />PLAN. <br />SEE ENERGY <br />CODE FORMS <br />FOR <br />INSULATION <br />R-VALUES z w <br />QI ,fi,nt <br />N V <br />WALL )d <br />SECTION — _- <br />WOOD <br />FRAME TO <br />ZB LOCK WALL m° <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />I' GYPSUM BOARD OR <br />HIGH STRENGTH CLG, <br />BOARD <br />SIMPSON <br />SP2 a EA. <br />2X8 STUD <br />J' DRY WALL <br />J' DIA ANCHOR BOLT <br />AT 16' O.G. MAX WITH 1' <br />EMBEDMENT AND 2' <br />DIA. WASHER <br />SIMPSON SPI <br />0 EA. 2X8 <br />STUD <br />(U COURSE TIE -BEAM <br />POURED SOLID WITH <br />CONCRETE. (1) "5 <br />REBAR HORIZONTALLY <br />PRECAST LINTEL <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />i <br />PRECAST SILL <br />I� <br />Ix2 P.T. FURRING STRIPS <br />16' O.C. <br />8' CMU <br />1/2' GYP. WL. BD. <br />(1)04 CONTINUOUS REBAR <br />WOOD BASE <br />"4 REBAR 48' LONG <br />W/6' HOOK 6 24' O.C., <br />MIN. 24' IN SLAB <br />2'-0" (MIN_ <br />1 IN SLAB) <br />a <br />4' GONG, REINF. W/ 6'x6' <br />WI.4XWI.40 N ON -MIL POLY <br />WI6 <br />4--� <br />ETHYLENE VAPOR BARRIER ON <br />WELL -COMPACTED CLEAN FILL <br />TERMITE TREATMENT SHALL BE <br />50RA-CARE <br />� <br />(3) *5 REBAR ON CHAIRS <br />A R C R I T E C T E <br />6 <br />Design <br />Grou .2.. <br />41 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />w .abdesigngmup.mm <br />AA #: 0003325 <br />x <br />y <br />z <br />F <br />4 <br />0 <br />F <br />0 <br />� <br />2 <br />d n <br />m <br />N <br />s- <br />3 0 <br />� e <br />SLJBDIV. de LOT: <br />SILVERADO <br />LO T 12 <br />BLK 1 <br />Flw00 OUO-12001 <br />MODEL& <br />4EBB <br />"1828— CALI" <br />GARAGE S'WMG: <br />RIGHT <br />PAGE: <br />MONOLITHIC <br />2—STORY <br />1—HR WALL <br />SECTIONS & NOTES <br />%150 MPH EXP. B <br />r- ARCHITECT: -I <br />N <br />DA 11/02/16 <br />BCAL,: 1 /4"= l' - 0" <br />8HEET <br />