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FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />R9052.1 ON a' OS,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 />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 />1/8' THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER OVER <br />EXPANDED GALV'D <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. ® TOP AND BT. <br />OF FLR TRUSS (TOP 2x4 <br />SUPPORTS BT PLATE OF <br />2ND FLR, BTM. 2x4 IS FOR <br />WALL SHEATHING NAILER) <br />FASTEN EACH 2X4 RIBBON <br />W/ (5) I2d NAILS a EACH <br />TRUSS. BTM. RIBBON TO BE <br />P.T. — <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 />SCALE: 3/4'=1'-O' <br />\_SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />I' GYPSUM BOARD OR J- <br />HIGH STRENGTH CLG. <br />BOARD <br />TWIST STRAP VERIFY W/ <br />TRUSS PLAN <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIF ICAT IONS <br />WINDOW SILL <br />2x STUDS 0 IV O.C. MAX W/ <br />INTAL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-vALUES <br />J' T t 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 J- <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 />0 Iro' O.C. <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 />R9052.1 ON a' 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 (SEE SEALED <br />TRUSS ENG. FOR SIZE t <br />CONDITION) <br />SECURE 2x4 PLATE TO WALL W/ <br />8'xb' THRU-BOLTS a 32' O.C. <br />MAX THEN SECURE GABLE TO <br />2x4 PLATE W/ 12d's 8' O.C. MAX <br />OR <br />SECURE GABLE TO DBL TOP <br />PLATE W/ SIMPSON I-ITC4 ® 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 #• CDX <br />PLYWOOD. ATTACHED PER <br />FASTENER SCHEDULE ON SHEET <br />05 <br />1/6' THICK, 3 COAT PORTLAND <br />CEMENT PLASTER OVER <br />EXPANDED GALv'D METAL LATH <br />ON FORTIRBER 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. 's TOP AND BT. OF <br />FLR TRUSS (TOP 2x4 SUPPORTS <br />BT PLATE OF 2ND FLR, BTM. 2x4 <br />IS FOR WALL SHEATHING <br />NAILER) FASTEN EACH 2X4 <br />RIBBON W/ (5) 12d NAILS e <br />EACH TRUSS. BTM. RIBBON TO <br />BE P.T. <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 GABLE <br />FIRST FLOOR <br />BLOCK SECOND <br />1A FLOOR FRAME <br />SCALE: 3/4' = I' -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's * EACH TRUSS <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />1' 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 IS I6' O.C. MAX W/ <br />INTAL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-VALUES <br />J' T t G SUBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />PRE-ENG FLOOR TRUSS <br />(INSTALL PER MFG. SPECS.) <br />1' GYPSUM BOARD OR <br />NIGH 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 />(1) 15 REBAR VERTICALLY <br />W/ GONG. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />O 16' O.G. <br />8' CMU <br />1/2, GYP. WL. BD. <br />WOOD BASE <br />2x STUDS a 16' O.G. MAX W/ <br />fNSUL., SEE ENE�sY CODE <br />FORMS FOR INSULATION <br />R-VALUES <br />' T t G SUBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />rb O.S.B. SHEATHING OR }• CDX <br />PLYWOOD. ATTACHED PER <br />FASTENER SCHEDULE ON SHEET <br />IDS <br />116' 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 />2x STUDS ® I6' O.C. MAX W/ <br />INSUL, SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-VALUES <br />T t G SUBFLDOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />NOTE: <br />PER FBCR 9052.1 -FOR ROOF SLOPES 2:12 TO <br />LESS THAN 4:12, A (2) LAYER UNDERLAYMENT <br />SYSTEM IS REOUIRED. FOR ROOF SLOPES OF <br />4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS <br />PERMITTED BUT MUST BE PER ASTM D226 TYPE <br />11, ASTM D 4869 TYPE IV, OR ASTM D 6151 <br />3/4' T 4 G SU6FLOOR GLUED <br />STUCCO SPECS FOR COMPLETE <br />AND SCREWED AS PER <br />INFORMATION) <br />FASTENER SCHEDULE ON <br />2x4 CONT. 9 TOP AND BT. OF <br />SHEET D2 <br />FLR TRUSS (TOP 2x4 SUPPORTS <br />BT PLATE OF 2ND FLR, BTM. 2x4 <br />PRE-ENG FLOOR TRUSS <br />18 FOR WALL SHEATHING NAILER) <br />FASTEN EACH 2X4 RIBBON W/ (5) <br />PRE-ENG FLOOR TRUSS <br />FASTEN EACH 2X4 RIBBON W/ <br />(5) 12d NAILS® EACH TRUSS. <br />SIMPSON HETA-Iro EMBED. <br />126 NAILS o EACH TRUSS. BTM. <br />`' GYPSUM BOARD OR <br />BTM. RIBBON TO BE P.T. <br />STRAP 0 32' O.G. MAX VERIFY <br />RIBBON TO BE P.T. <br />HIGH STRENGTH CLG. <br />W/ TRUSS PLAN <br />WEEP SCREED <br />BOARD <br />PRE-ENG FLOOR TRUSS <br />(SEE DETAIL 2/D3) <br />(INSTALL PER MFG. SPECS.) <br />J' GYPSUM BOARD OR J' <br />EMBED. STRAP VERIFY <br />CONC. FILLED LINTEL BLK W/ <br />HIGH STRENGTH CLG. BOARD <br />W/ TRUSS PLAN <br />(1) 05 REBAR CONTINUOUS <br />GONG. FILLED LINTEL BLK W/ <br />W THICK, 3 COAT PORTLAND <br />(1) 05 REBAR CONTINUOUS <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />RIBBON <br />FLOOR CONNECTION AT PARALLEL/ <br />FASTENING DETAIL <br />2 PERPENDICULAR PRE—ENG FLOOR TRUSS <br />SCALE: 0' <br />SCALE: 3/4'= I'-0' <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />R9052.1 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 />2x8 P.T. SYP 02 <br />SOLE PLATE <br />"5 REBAR s 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 />rQ ZQ <br />N <br />WALL Z . <br />SECTION — <br />WOOD <br />FRAME TO <br />1B LOCK WALL <br />FASTEN 97UD8 TO BLOCK WALL <br />WITH USP MBTA48 STRAP WITH <br />NE FASTERS AS GWOUNt INSTAL. <br />STRAP • EA. END (UNO) 4 <br />SPACE STRAPS AS FOLLOWS: <br />-n MPH'C':92'O.G. <br />-IS: MPH 'C, 32' O.C. <br />-W MPH 'B', 48' Or- <br />-" I" 'c' 48' or — <br />TOP OF STUD WALL I <br />ZOLE PLACE - <br />TOP OF _ <br />M.490NRY W4L <br />CMU BLOCK WALL <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />I' GYPSUM BOARD OR I' <br />HIGH STRENGTH CLG, <br />BOARD <br />SIMPSON <br />SP2 ® EA. <br />2X8 STUD <br />J' 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 />A EA. 2X8 <br />STUD <br />(1) COURSE TIE -BEAM <br />POURED SOLID WITH <br />CONCRETE. (1) 05 <br />REBAR HORIZONTALLY <br />PRECAST LINTEL <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />SILL <br />Ix2 P.T. FURRING STRIPS <br />Is I(o' O.C. <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 IS 24'O.C., <br />MIN. 24' IN SLAB <br />2'-0" (MIN. <br />I <br />4' CONC., REINF. W/ 6'x6' <br />WIAXWIA0 WWM ON 6-MIL POLY <br />• <br />ETHYLENE VAPOR RETARDER ON <br />WELL -COMPACTED CLEAN FILL <br />TERMITE TREATMENT SHALL BE <br />BORA-CARE <br />(3) r5 REBAR ON CHAIRS <br />2 -0 <br />PLACE STRAPS SPACED <br />AND FASTENED AS <br />SN01N WITH ONE <br />ADDITIONAL STRAP AT <br />EACH WINDOW KW. STI10 <br />MIN (10) 10d COMMON NAILS <br />INTO STUD (0146 DIA X 1 1/2' <br />LONG) <br />:]=FILL ALL REMANING STRAP <br />HOLES W/ Wfd NAILS INTO <br />WOOD BACKING. <br />DO NOT PLACE SCREW IN <br />TOP HOLE NEAREST TO TOP <br />OF CM BLOCK WALL <br />CONNECT BOTTOM OF <br />STRAP TO CM BLOCK WALL <br />W/ W, 3/AS' DIA. X I-V4' <br />LONG TASON MASONRY <br />acrEWO <br />EXTERIOR STUD WALL CONNECTION <br />3 TO NFIRST FLOOR MASONRY WALL <br />A R C B I T E C T S <br />Design <br />Grou ��e. <br />1441 N. RONALD REAGAN BLVD.. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />L AA P. 0003325 <br />w <br />h <br />0 <br />a <br />y <br />0 <br />i <br />sIIBDm as LOT. <br />SILVERADO <br />LOT 2 <br />BLK 6 <br />PnO041128�.00 —00261 <br />3WDXM- <br />4EAB <br />1672— ARIA" <br />GAPLAOD 9WMWG: <br />LEFT <br />MONOLITHIC <br />2—STORY <br />WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B <br />Dp 7 10/19/17 <br />SCAL@ 1/4"=l'-0" <br />sr�mma' <br />D 4 <br />