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FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />R'B052.1 ON a' 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 />0.5.5. SHEATHING OR }' <br />CDX PLYWOOD. <br />ATTACHED PER FASTENER <br />SCHEDULE ON SHEET D5, <br />1/S' THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER OVER <br />EXPANDED GALV'D <br />METAL LATH ON <br />FORTIP15ER 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. g 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 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />2—STORY <br />FIRST FLOOR <br />BLOCK SECOND <br />��FLOOR FRAME <br />1 SCALE: 3/4'=1'-0' <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />i' GYPSUM BOARD OR <br />HIGH STRENGTH CLG. <br />BOARD <br />TWI5T STRAP VERIFY W/ <br />TRU55 PLAN <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />WINDOW SILL <br />2x STUDS g 16' O.G. MAX W/ <br />INSUL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-vALUES <br />I' T 4 G 5U5FLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />PRE-ENG FLOOR TRUSS <br />(INSTALL PER MPG. SPECS.) <br />J' 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/ GONG. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />g 16' O.G. <br />S' CMU <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />R0052.1 ON <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 />STIFFBAGK 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 g 32' O.G. <br />MAX THEN SECURE GABLE TO <br />2x4 PLATE W/ 12d's V O.G. MAX <br />OR <br />SECURE GABLE TO DBL TOP <br />PLATE W/ 51MP50N HTC4 g 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 }' 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 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. g 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/ TRU55 PLAN <br />THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />2—STORY GABLE <br />FIRST FLOOR <br />BLOCK SECOND <br />FLOOR FRAME <br />ri SCALE: 3/4'=1'-O' <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 s EACH TRUSS <br />ENERGY CODE FORMS <br />INSULATION R-VALUES <br />R. 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 g 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 />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) S REBAR VERTICALLY <br />W/ GONG. POURED CELL <br />lx2 P.T. FURRING STRIPS <br />g 16, O.G. <br />S' CMU <br />1/2' GYP. WL. BD. <br />WOOD SASE <br />FIBERGLASS SHINGLES <br />OVER •30 FELT PAPER <br />INSTALLED PER FBCR <br />R905.2.1 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 />1,0000 UPLIFT <br />CONNECTOR <br />2x8 SYP "2 <br />DBL TOP <br />PLATE <br />WALL <br />SHEATHING <br />2x8 SYP 02 — <br />WOOD STUDS <br />AT 12' O.G. MAX <br />2x6 P.T. SYP 02 <br />SOLE PLATE <br />"5 REBAR g 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 />Y IL z Q <br />�u <br />0 <br />WALLS . <br />SECTION — WOOD <br />FRAME TO <br />1 B LOCK WALL <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />J' GYPSUM BOARD OR <br />HIGH STRENGTH CLG. <br />BOARD <br />SIMPSON <br />SP2 g EA. <br />2X8 STUD <br />' DRY WALL <br />DIA ANCHOR BOLT <br />AT 16' O.G. MAX WITH 1' <br />EMBEDMENT AND 2' <br />DIA. WASHER <br />SIMPSON SPI <br />g 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 />lx2 P.T. FURRING STRIPS <br />g 16' O.G. <br />8' CMU <br />1/2' GYP. WL. BD. <br />(1) 04 CONTINUOUS REBAR <br />WOOD BASE <br />04 REBAR 48' LONG <br />W/6' HOOK s 24' O.G., <br />MIN, 24' IN SLAB <br />2'-0" (MIN. <br />IN SLAB) <br />I° ° <br />4' GONG., REINF. W/ 6'x6' <br />WIAXWI.40 WW"I ON 6-MIL POLY <br />s _ <br />ETHYLENE VAPOR BARRIER ON <br />WELL -COMPACTED GLEAN FILL <br />TERMITE TREATMENT SHALL BE <br />BORA-CARE <br />K (3) 05 REBAR ON CHAIRS <br />---2 -O - <br />2x STUDS g 16' O.G. MAX W/ <br />r,' O.S.B. SHEATHING OR }' CDX <br />2x STUDS g 16' O.G. MAX W/ <br />NOTE: <br />INSUL., SEE ENERGY CODE <br />PLYWOOD. ATTACHED PER <br />INSUL., SEE ENERGY CODE <br />PER FBCR 005.2.1 - 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-VALUES <br />SYSTEM 15 REQUIRED, FOR ROOF SLOPES OF <br />4' T 4 G 5UBFLOOR GLUED <br />1/8' THICK, 3 COAT PORTLAND <br />J' T 4 G SUBFLOOR GLUED <br />4:12 OR GREATER, (1) LATER 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 />11, ASTM D 4869 TYPE Iv, OR ASTM D 6151 <br />ON FORTIF15ER JUM50TEX <br />GRADE 'D' PAPER OVER TYVEK <br />3/4' T 4 G 5UBFLOOR GLUED <br />BUILDING WRAP (REFER TO <br />AND SCREWED AS PER <br />STUCCO SPECS FOR COMPLETE <br />FASTENER SCHEDULE ON <br />INFORMATION) <br />SHEET 02 <br />2x4 CONT. g TOP AND BT. OF <br />p� <br />FLR TRUSS (TOP 2x4 <br />�v <br />PRE-ENG FLOOR TRUSS <br />SUPPORTS BT PLATE OF 2ND <br />PRE-ENG FLOOR TRUSS <br />FASTEN 2X4 RIBBON (P.T. g <br />FLR, BT. 2x4 IS FOR WALL <br />CMU) W/ (3) 12d NAILS g EACH <br />51MP50N HETA-16 EMBED. <br />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. SPE :5.) <br />' GYPSUM BOARD OR 7 <br />W/ TRUSS PLAN <br />GONG. FILLED LINTEL BLK W/ <br />HIGH STRENGTH CLG. BOARD <br />s/8 THICK, 3 COAT PORTLAND ND <br />REBAR CONTINUOUS <br />GONG. FILLED LINTEL BLK 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 />FASTENING DETAIL <br />SCALE: 3/4' = I'-0' <br />A N C N IT EC T S <br />Design <br />Grou .n.. <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA M: 0003325 <br />i <br />w <br />y <br />U <br />y <br />a <br />y <br />0 <br />c <br />stmDly. ae Lar. <br />SILVERADO <br />LOT 20 <br />BLK 1 <br />PROJECT <br />04128.00 —20001 <br />M ODEU <br />4EGB <br />"GALEN" <br />GARAGE BIMWG: <br />LEFT <br />PAGE: <br />MONOLITHIC <br />2—STORY <br />WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B <br />r- ARCHRECT: <br />DATM 11/07/16 <br />EiCAT. 1/4"=1'-0" <br />ofcm= <br />4 <br />