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FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />R'3052.1 ON a' O.S.E. <br />SHEATHING OR I' COX <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 />0,523, SHEATHING OR %' <br />CDX PLYWOOD. <br />ATTACHED PER FASTENER <br />SCHEDULE ON SHEET D5. <br />1/8' THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER OVER <br />EXPANDED GALV E) <br />METAL LATH ON <br />FORTIFIBER JUMBOTEX <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. 6 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 />THICK, 3 GOAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />2-STORY <br />FIRST FLOOR <br />BLOCK SECOND <br />1 FLOOR FRAME <br />BEE ENERGY CODE FORMS <br />'OR INSULATION R-VALUES <br />9' GYPSUM BOARD OR I' <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 0 16' O.C. MAX W/ <br />INSUL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-VALUES <br />4' 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 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 />a 16' O.C. <br />8' CMU <br />I/2' GYP. WL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />R5052.1 ON J' O.S.B. <br />SHEATHING OR I' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />P.T. IX2 W/ MTL. DRIP EDGE <br />2x4 OR 2x6 SUS -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 6' O.G. MAX <br />OR <br />SECURE GABLE TO DBL TOP <br />PLATE W/ SIMPSON HTC4 6 24' <br />O.C. MAX <br />WINDOW HEADER SIZE VARIES <br />PER WINDOW OPENING SEE <br />HEADER SPAN CHART FOR <br />DETAILS <br />0.513. 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 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 />L INE <br />2x4 CONT, 0 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/8 THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />2-STORY GABLE <br />FIRST FLOOR <br />BLOCK SECOND f <br />1 FLOOR FRAME <br />SCALE: 3/4' = F -0' <br />2x STUDS A 16' O.G. MAX W/ ib O.S.B. SHEATHING OR }' CDX <br />INSUL., SEE ENERGY CODE PLYWOOD. ATTACHED PER <br />FORMS FOR INSULATION FASTENER SCHEDULE ON SHEET <br />R-VALUES D5 <br />4' T 4 G SUBFLOOR GLUED 1/S' THICK, 3 COAT PORTLAND <br />AND SCREWED AS PER CEMENT PLASTER OVER <br />FASTENER SCHEDULE EXPANDED GALV'D METAL LATH <br />ON FORTIFIBER JUMBOTEX <br />GRADE 'D' PAPER OVER TYVEK ' <br />BUILDING WRAP (REFER TO <br />STUCCO SPECS FOR COMPLETE <br />INFORMATION) <br />2x4 CONT. g TOP AND BT. OF <br />FLR TRUSS (TOP 2x4 <br />SUPPORTS BT PLATE OF 2ND <br />PRE-ENG FLOOR TRUSS FLR, BT. 2x4 IS FOR WALL <br />SIMPSON HETA-I(6 EMBED. SHEATHING NAILER) <br />STRAP 6 32' O.C. MAX VERIFY WEEP SCREED <br />W/ TRUSS PLAN (SEE DETAIL 2/D3) <br />EMBED. STRAP VERIFY <br />' GYPSUM BOARD OR W/ TRUSS PLAN <br />HIGH STRENGTH CLG. BOARD %' THICK, 3 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />FLOOR CONNECTION AT PARALLEL/ <br />(ERPEPNDICULAR PRE-ENG FLOOR TRUSS <br />SCALE: 3/4'-1'-0' <br />2x STUDS 6 16' O.G. MAX W/ <br />INSUL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-VALUES <br />4' T 4 G SUBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />PRE-ENG FLOOR TRUSS <br />J' GYPSUM BOARD OR <br />HIGH STRENGTH CLG. <br />BOARD <br />GONG. FILLED LINTEL BLK W/ <br />(U 05 REBAR CONTINUOUS <br />2x4 BLOCKING BETWEEN <br />TRUSSES WHERE 'X' BRACING <br />IS PRESENT <br />PRE -ENS GABLE TRUSS <br />CONT. 2x4 RAT RUN SECURED <br />W/ (2) 12d's ® 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 o 16' O.C. MAX W/ <br />IN5UL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-VALUES <br />4' T 4 G 5UBFLOOR 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 W/ <br />(1) •5 REBAR CONTINUOUS <br />PRECAST LINTEL <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURER <br />SPECIFICATIONS <br />PRECAST SILL <br />(1) 05 REBAR VERTICALLY <br />W/ CONC. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />6 16, O.C. <br />FIBERGLASS SHINGLES <br />OVER "30 FELT PAPER <br />INSTALLED PER FBCR <br />RW52.1 ON J' O.S.B. <br />SHEATHING OR 1, 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 />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 />05 REBAR is 16' <br />O.G. MAX, IN <br />CONCRETE <br />POURED CELL, <br />VERIFY PER <br />PLAN. <br />SEE ENERGY <br />CODE FORKS <br />FOR <br />INSULATION <br />R-VALUES Z w <br />�Q ZQ <br />J IV <br />Q3 <br />S' CMU' <br />1/2' GYP. WL. BD. WALL <br />WOOD BASE SECTION <br />WOOD <br />FRAME TO <br />ZB LOCK WALL �° <br />3/4' T 4 G SUBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE ON <br />SHEET D2 <br />FASTEN 2X4 RIBBON (P.T. <br />CMU) W/ (3) 12d NAILS e EACH <br />TRU55 <br />PRE-ENG FLOOR TRUSS <br />(INSTALL PER MFG. SPECS.) <br />CONIC. FILLED LINTEL BLK W/ J <br />(1) 05 REBAR CONTINUOUS <br />RIBBON <br />��FASTENING DETAIL <br />2 SCALE: 3/4'=P-O' <br />NOTE: <br />PER FBCR S05.2.1 - FOR ROOF SLOPES 2:12 TO <br />LESS THAN 4:12, A (2) LAYER UNDERLAYMENT <br />SYSTEM 15 REQUIRED. FOR ROOF SLOPES OF <br />4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS <br />PERMITTED BUT MUST BE PER ASTM D226 TYPE <br />II, ASTM D 486S TYPE IV, OR ASTM D 6151 <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />1' GYPSUM BOARD OR <br />HIGH STRENGTH CLG. <br />BOARD <br />SIMPSON <br />SP2 @ EA. <br />2X8 STUD <br />2 DRY WALL <br />}' DIA ANCHOR BOLT <br />AT 16' O.C. MAX WITH 1' <br />EMBEDMENT AND 2' <br />DIA. WASHER <br />SIMPSON SPI <br />6 EA. 2X8 <br />STUD <br />(1) COURSE TIE -BEAM <br />POURED SOLID WITH <br />CONCRETE. (I) S <br />REBAR HORIZONTALLY <br />PRECAST LINTEL <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />-PRECAST SILL <br />Ix2 P.T. FURRING STRIPS <br />a 16' O.G. <br />8' CMU <br />1/2' GYP, WL. BD. <br />(1) •4 CONTINUOUS REBAR <br />WOOD BASE <br />04 REBAR 40' LONG <br />W/fo' HOOK o 24' O.G., <br />MIN, 24' IN SLAB <br />2'-0" 0 1N, <br />IN SLAB) <br />4' CONC., REINF. W/ 6'x6' <br />WI.4XWI.40 WWM ON 6-MIL POLY <br />a • ETHYLENE VAPOR BARRIER ON <br />WELL -COMPACTED CLEAN FILL <br />TERMITE TREATMENT SHALL BE <br />6 6_ BORA-CARE <br />2'- _ — (3) 05 REBAR ON CHAIRS <br />A B C N I T E C T E <br />6 <br />rams, <br />Grou Ine. <br />Ai N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />E <br />z <br />a <br />a <br />F <br />4 <br />0 <br />F <br />c <br />m <br />;3 0 <br />U13DZv de LOOT: <br />SILVERADO <br />LOT 8 <br />BLTK# 1 <br />PIR04128 000-08001 <br />MODRU <br />4EBB <br />"1828- CALI" <br />GAPAGE BWWQ: <br />RIGHT <br />PAGE: <br />MONOLITHIC <br />2-STORY <br />WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B <br />ARCFETECT: <br />STATE OF FLORIDA <br />D TM 10/21, <br />SCAL H: 1 /4"=1' - O" <br />B*EMW <br />D 4 <br />