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FIBERGLASS SHINGLES <br />OVER #30 FELT PAPER <br />INSTALLED PER FBGR <br />R905.2.1 ON J' 0.5.6. <br />SHEATHING OR }' COX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />P.T. 1X2 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 />O.S.B. SHEATHING OR J' <br />CDX PLYWOOD. <br />ATTACHED PER FASTENER <br />SCHEDULE ON SHEET D5, <br />1/6' 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 1'-4' MIN. <br />FROM 2ND FLR LINE <br />2x4 CONT. o 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 2/03) _ <br />EMBED. STRAP VERIFY <br />W/TRUSS PLAN <br />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' -0' <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />I' 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 g 16' O.C. 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 />J' GYPSUM BOARD OR }' <br />HIGH STRENGTH CLG. <br />BOARD <br />GONG. FILLED LINTEL BLK W/ <br />(1) 05 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/ CONC. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />0 16' O.G. <br />6' CMU <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />R9052.1 ON J' O.S.B. <br />SHEATHING OR J' COX <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'x6' THRU-BOLTS 0 32' O.G. <br />MAX THEN SECURE GABLE TO <br />2x4 PLATE W/ 12d's 5' O.G. MAX <br />OR <br />SECURE GABLE TO DBL TOP <br />PLATE W/ 5IMP50N I-ITC4 0 24' <br />O.C. 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 />1/6' THICK, 3 COAT PORTLAND <br />CEMENT PLASTER OVER <br />EXPANDED GALV'D METAL LATH <br />ON FORTIFIBER 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 1'-4' MIN. FROM 2ND FLR <br />LINE <br />2x4 CONT. m 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/D3) <br />EMBED. STRAP VERIFY <br />W/TRUSS PLAN <br />s/a THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />2—STORY GABLE l' <br />FIRST FLOOR <br />BLOCK SECOND 9 <br />�A�FLOOR FRAME <br />1 tl SCALE: 3/4'=1'-0' a <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's o EACH TRUSS <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />j' 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 ® 16' O.G. MAX W/ <br />INSUL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-vALUE5 <br />I' T a G 5UBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />PRE-ENG FLOOR TRUSS <br />(INSTALL PER MFG. SPECS.) <br />J' GYPSUM BOARD OR J' <br />HIGH STRENGTH CLG. <br />BOARD <br />GONG. FILLED LINTEL BLK W/ <br />(1) 05 REBAR CONTINUOUS <br />PRECAST LINTEL <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURER <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.C. <br />6' CMU <br />1/2' GYP. WL, BD, <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBGR <br />R9052.1 ON �&' O.S.B. <br />SHEATHING OR f 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 />1,0000 UPLIFT - <br />CONNECTOR <br />2x6 SYP 02 — <br />DBL TOP <br />PLATE <br />WALL <br />SHEATHING <br />2x8 5YP 02 — <br />WOOD STUDS <br />AT 12' O.G. MAX <br />2x6 P.T. 5YP 02 <br />SOLE PLATE <br />"5 REBAR o 16 <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 />o� <br />WALL LI = <br />SECTION — <br />WOOD <br />FRAME TO f; <br />q�1BQ�LOCK�WA�LL° <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />i' GYPSUM BOARD OR 2 <br />HIGH STRENGTH CLG. <br />BOARD <br />SIMPSON <br />SP2 m EA. <br />2X8 STUD <br />DRY WALL <br />DIA ANCHOR BOLT <br />AT 16' O.C. MAX WITH 1' <br />EMBEDMENT AND 2' <br />DIA. WASHER <br />SIMP50N SPI <br />w EA. 2X8 <br />STUD <br />�(1) COURSE TIE -BEAM <br />POURED SOLID WITH <br />CONCRETE. (I) S <br />REBAR HORIZONTALLY <br />PRECAST LINTEL <br />N WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />71 SPECIFICATIONS <br />—PRECAST SILL <br />Ix2 P.T. FURRING STRIPS <br />0 16, O.G. <br />8' CMU <br />1/2' GYP. WL. BD. <br />(1) 04 CONTINUOUS REBAR <br />WOOD BASE <br />04 REBAR 45' LONG <br />W/6' HOOK 6 24' O.C„ <br />MIN. 24' IN SLAB <br />2'_0" (MIN. <br />1 IN SLAB) <br />4' CONIC., REINF. W/ 6'x6' <br />l_ <br />WIAXW1.40 WWM ON 6-MIL POLY <br />ETHYLENE VAPOR BARRIER ON <br />WELL -COMPACTED CLEAN FILL <br />TERMITE TREATMENT SHALL BE <br />BORA-CARE <br />05 REBAR ON CHAIRS <br />- <br />2x STUDS a 16' O.G. MAX W/ <br />g 0.5.5. SHEATHING OR }' COX <br />2x STUDS o 16' O.G. MAX W/ <br />NOTE: <br />IN5UL., SEE ENERGY CODE <br />PLYWOOD. ATTACHED PER <br />NSUL., SEE ENERGY CODE <br />PER FBCR 905.2.1 - FOR ROOF SLOPES 2:12 TO <br />FORMS FOR INSULATION <br />FASTENER SCHEDULE ON SHEET <br />FORMS FOR INSULATION <br />LESS THAN 4:12, A (2) LAYER UNDERLAYMENT <br />R-vALUES <br />D5 <br />R-vALUE5 <br />SYSTEM IS REQUIRED. FOR ROOF SLOPES OF <br />' T 4 G SUBFLOOR GLUED <br />1/6' THICK, 3 COAT PORTLAND <br />T 4 G 5UBFLOOR GLUED <br />4:12 OR GREATER, CIJ LAYER UNDERLAYMENt IS <br />AND SCREWED AS PER <br />CEMENT PLASTER OVER <br />AND <br />AND SCREWED AS PER <br />PERMITTED BUT MUST BE PER ASTM D226 TYPE <br />FASTENER SCHEDULE <br />EXPANDED GALV'D METAL LATH <br />EX ANDE GA VV META <br />FASTENER SCHEDULE <br />11, ASTM D 4869 TYPE IV, OR ASTM D 6151 <br />GRADE 'D' PAPER OVER TYVEK <br />3/4' T 4 G SUBFLOOR GLUED <br />BUILDING WRAP (REFER TO <br />AND SCREWED AS PER <br />STUCCO SPEC5 FOR COMPLETE <br />FASTENER SCHEDULE ON <br />INFORMATION) <br />SHEET D2 <br />2x4 CONT. to TOP AND BT. OF <br />FLR TRUSS (TOP 2x4 <br />PRE-ENG FLOOR TRU55 <br />SUPPORTS BT PLATE OF 2ND <br />PRE-ENG FLOOR TRUSS <br />FASTEN 2X4 RIBBON (P.T. e <br />FLR, BT. 2x4 15 FOR WALL <br />CMU) W/ (3) 12d NAILS m EACH <br />SIMPSON HETA-16 EMBED. <br />SHEATHING NAILER) <br />1' GYPSUM BOARD OR Z <br />TRUSS <br />STRAP w 32' O.C_ MAX VERIFY <br />WEEP SCREED <br />HIGH STRENGTH CLG. <br />W/ TRUSS PLAN <br />(SEE DETAIL 2/D3) <br />BOARD <br />PRE-ENG FLOOR TRUSS <br />EMBED. STRAP VERIFY <br />(INSTALL PER MFG. SPECS.) <br />' GYPSUM BOARD OR <br />W/ TRUSS PLAN <br />CONIC. FILLED LINTEL BLK W/ <br />HIGH STRENGTH CLG. BOARD <br />5/B' THICK, 3 GOAT PORTLAND <br />CIJ 05 REBAR CONTINUOUS <br />GONG. FILLED LINTEL $LK W/ <br />CEMENT PLASTER APPLIED <br />(1) 05 REBAR CONTINUOUS <br />DIRECTLY TO MASONRY <br />FLOOR CONNECTION AT PARALLEL/ <br />RIBBON <br />2 PERPENDICULAR PRE—ENG FLOOR TRUSS <br />STENING DETAIL <br />4:1 <br />SCALE: 3/4'=I'-0' <br />E: 3/4' = I' -0' <br />A R C N I T E C T R <br />6 <br />IJGSpGrou[rj''i��. <br />41 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-7745078 <br />FAX: 407-7744078 <br />www.abdesigngroup.mm <br />AA #: 0003325 J <br />w <br />x <br />y <br />a <br />4 <br />c <br />F <br />a <br />I1p <br />OU13DIV. & ILOT:SILVERADO <br />LOT #17 <br />BLK #1 <br />non=T* <br />04128.000-17001 <br />NADRU <br />4EHB <br />"2605-HAYDEN" <br />OARAZZ 81VU40: <br />LEFT <br />PAGE: <br />MONOLITHIC <br />2—STORY <br />WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B <br />ARCHITECT: <br />STATE OlF FLORIDA <br />DA 11/09, <br />8CAX.M 1/4"=l'-0" <br />8I*mffiT <br />D4 <br />