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FIBERGLASS SHINGLES <br />OVER *30 FELT PAPER <br />INSTALLED PER FBCR <br />RS052.1 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 -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 I' <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. 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 />V 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 />\ \ SEE ENERGY CODE FORMS <br />\ FOR INSULATION R-VALUES <br />1' 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 />UNDOW SILL <br />?x STUDS 4, 16' O.G. MAX W/ <br />NSUL., SEE ENERGY CODE <br />=ORMS FOR INSULATION <br />z-vALUES <br />t' T 4 G SUBFLOOR GLUED <br />4ND SCREWED AS PER <br />=ASTENER SCHEDULE <br />'RE-ENG FLOOR TRUSS <br />'INSTALL PER MFG. SPECS.) <br />�' GYPSUM BOARD OR 2' <br />41GH STRENGTH CLG. <br />BOARD <br />::ONC. FILLED LINTEL BLK W/ <br />'U 05 REBAR CONTINUOUS <br />iEE ENERGY CODE FORMS <br />:OR INSULATION R-VALUES <br />=RECAST LINTEL <br />UINDOW ATTACHMENT AS <br />'ER MANUFACTURES <br />SPEC IF I CAT IONS <br />'RECAST SILL <br />U 05 REBAR VERTICALLY <br />W/ CONC. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />® 16' O.G. <br />8' CMU <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />R'3052.1 ON I,' 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 2xro 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 />i'x6' THRU-BOLTS 6 32' O.G. <br />MAX THEN SECURE GABLE TO <br />2x4 PLATE W/ 12d's 6' O.C. MAX <br />OR <br />SECURE GABLE TO DBL TOP <br />PLATE W/ 5IMP50N 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 />ib O.S.B. SHEATHING OR 1' 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 FORTIFIBER 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. 6 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 />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 />ZA FLOOR FRAME <br />SCALE: 3/4'=1'-O' 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 e 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 s+ Ilo' 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 />CONC. 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 />(U 05 REBAR VERTICALLY <br />W/ CONC. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />9 16' O.C. <br />FIBERGLASS SHINGLES <br />OVER •30 FELT PAPER <br />INSTALLED PER FBCR <br />RS052.1 ON �,' O.S.B. <br />SHEATHING OR 3' 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 "2 <br />DBL TOP <br />PLATE <br />WALL <br />SHEATHING <br />2x6 SYP 02 — <br />WOOD STUDS <br />AT 12' O.G. MAX <br />2x8 P.T. SYP 02 <br />SOLE PLATE <br />"5 REBAR 6 Iro' <br />O.C. MAX, IN <br />CONCRETE <br />POURED CELL, <br />VERIFY PER <br />PLAN. <br />SEE ENERGY <br />CODE FORMS <br />FOR <br />INSULATION I <br />R-VALUES z w <br />8' CMU', <br />1/2' GYP. WL. BD, WALL <br />WOOD BASE SECTION - <br />WOOD <br />FRAME TO <br />1 B LOCK WALL <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 s EA. <br />2X8 STUD <br />}' DRY WALL <br />" DIA ANCHOR BOLT <br />AT I6' O.C. MAX WITH 1' <br />EMBEDMENT AND 2' <br />DIA. WASHER <br />SIMPSON SPI <br />® EA. 2X8 <br />STUD <br />(1) 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 />PRECAST SILL <br />Ix2 P.T. FURRING STRIPS <br />a 16' O.G. <br />6' CMU <br />1/2' GYP. WL. BD. <br />(1) 04 CONTINUOUS REBAR <br />WOOD BASE <br />04 REBAR 48' LONG <br />W/6' HOOK @ 24' O.G., <br />MIN. 24' IN SLAB <br />2'-0" (MIN_ <br />4' CONC., REINF. W/ 6'x6' <br />WI.4XWI.40 WWII ON Ci-MIL POLY <br />ETHYLENE VAPOR BARRIER ON <br />WELL -COMPACTED CLEAN FILL <br />TERMITE TREATMENT SHALL BE <br />BORA-CARE <br />(3) 05 REBAR ON CHAIRS <br />2x STUDS a 16' O.G. MAX W/ <br />ib O_S.B. SHEATHING OR Z' CDX <br />2x STUDS 6 16' O.C. MAX W/ <br />NOTE: <br />INSUL., SEE ENERGY CODE <br />PLYWOOD. ATTACHED PER <br />INSUL., SEE ENERGY CODE <br />PER FBCR 5052.1 - 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-VALUES <br />SYSTEM IS REQUIRED. FOR ROOF SLOPES OF <br />4' T 4 G SUBFLOOR GLUED <br />1/0' THICK, 3 COAT PORTLAND <br />" T 4 G SUBFLOOR GLUED <br />4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS <br />AND SCREWED AS PER <br />CEMENT PLASTER OVER <br />AND SCREWED AS PER <br />PERMITTED BUT MUST BE PER ASTM D226 TYPE <br />FASTENER SCHEDULE <br />EXPANDED GALV'D METAL LATH <br />FASTENER SCHEDULE <br />II, ASTM D 4,5613 TYPE IV, OR ASTM D io151 <br />ON FORTIFIBER JUMBOTEX <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 SPECS FOR COMPLETE <br />FASTENER SCHEDULE ON <br />INFORMATION) <br />SHEET D2 <br />2x4 CONT. is TOP AND BT. OF <br />FLR TRUSS (TOP 2x4 <br />PRE-ENG FLOOR TRUSS <br />SUPPORTS BT PLATE OF 2ND <br />- <br />PRE-ENG FLOOR TRUSS <br />FASTEN 2X4 RIBBON (P.T, 9 <br />r FLR, BT. 2x4 IS FOR WALL <br />CMU) W/ (3) 12d NAILS o EACH <br />SIMPSON HETA-I4o EMBED. <br />I - SHEATHING NAILER)" <br />GYPSUM BOARD OR <br />TRUSS <br />STRAP g 32' O.G. 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 BO <br />W/ TRUSS PLAN <br />CONC. FILLED LINTEL BLK W/ <br />HIGH STRENGTH CLG. BOARD <br />%' THICK, 3 COAT PORTLAND <br />(1)05 REBAR CONTINUOUS <br />GONG. FILLED LINTEL BLK W/ <br />CEMENT PLASTER APPLIED <br />(1) 15 REBAR CONTINUOUS <br />DIRECTLY TO MASONRY <br />FLOOR CONNECTION AT PARALLEL/ <br />RIBBON <br />2 PERPENDICULAR PRE-ENG FLOOR TRUSS <br />2A FASTENING DETAIL <br />SCALE: 3/4'= I'-0' <br />SCALE: 3/4"= I'-0' <br />A R C N IT EC T! <br />Design <br />Grou1- <br />41 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 />h <br />0 <br />4 <br />U <br />m <br />0 <br />0 <br />w <br />i <br />m <br />SILVERADO <br />LOT 14 <br />BLK 1 <br />PROJECT# <br />04128.000-14001 <br />monzl s <br />4EHB <br />"2605- HAYDEN" <br />GARAGE SWWG: <br />RIGHT <br />PAGE: <br />MONOLITHIC <br />2-STORY <br />WALL <br />SECTIONS & NOTES <br />%150 MPH EXP. B <br />r ARCF ffMCT- <br />D 2_ 11/03, <br />SCALM 1/4"=l'-0" <br />St2EET <br />4 <br />