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FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />R0052.1 ON J' O.S.B. <br />SHEATHING OR J' 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 />O.S.B. SHEATHING OR J- <br />COX 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 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. 0 TOP AND BT. <br />OF FLR TRUSS (TOP 2x4 <br />SUPPORTS BT PLATE OF <br />2ND FLR, BTM. 2x4 15 FOR <br />WALL SHEATHING NAILER) <br />FASTEN EACH 2X4 RIBBON <br />W/ (5) 12d NAILS o EACH <br />TRU55. BTM. RIBBON TO BE <br />P.T. — <br />WEEP SCREED <br />(SEE DETAIL 2/D3) <br />EMBED, STRAP VERIFY <br />W/ TRU55 PLAN <br />V THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MA50NRY <br />2—STORY <br />FIRST FLOOR <br />BLOCK SECOND <br />(-1-,FLOOR FRAME <br />SCALE: 3/4'.I'-0' Jl <br />\ SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />' 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 />SPECIFICATIONS <br />WINDOW SILL <br />2x STUDS 6 16' O.G. MAX W/ <br />INSUL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-vALUE5 <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 />J' GYPSUM BOARD OR }' <br />HIGH STRENGTH CLG. <br />BOARD <br />CONIC. 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) 45 REBAR VERTICALLY <br />W/ CONIC. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />0 I6' 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 />RW52.1 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 (SEE SEALED <br />TRUSS ENG. FOR 51ZE t <br />CONDITION) <br />SECURE 2x4 PLATE TO WALL W/ <br />i'x6' THRU-BOLTS 9 32' O.G. <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 HTC4 0 24' <br />O.G. MAX <br />WINDOW HEADER SIZE VARIES <br />PER WINDOW OPENING SEE <br />HEADER SPAN CHART FOR <br />DETAILS <br />O.5.B. SHEATHING OR }' COX <br />PLYWOOD. ATTACHED PER <br />FASTENER SCHEDULE ON SHEET <br />D5 <br />1/8' THICK, 3 COAT PORTLAND <br />CEMENT PLASTER OVER <br />EXPANDED GALvD 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 I'-4' MIN. FROM 2ND FLR <br />LINE <br />2x4 CONT. ® 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 0 <br />EACH TRU55. BTM. RIBBON TO <br />BE P.T. <br />WEEP SCREED <br />(SEE DETAIL 2/D3) <br />EMBED. STRAP VERIFY <br />W/ TRUSS PLAN <br />5/8 THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />2—STORY GABLE <br />FIRST FLOOR <br />BLOCK SECOND <br />1 A FLOOR FRAME. <br />SCALE: 3/4' - P-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 B EACH TRUSS <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-vALUE5 <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 0 I/o' O.C. MAX W/ <br />INSUL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-VALUES <br />J' T t G 5U5FLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />PRE - FLOOR TRUSS <br />(INSTALL <br />PER MFG, SPECS.) <br />1' GYPSUM BOARD OR <br />HIGH STRENGTH CLG. <br />BOARD <br />CONIC. 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 />6 16' O.C. <br />I 8' CMU <br />1/2' GYP. WL. BD. <br />]- —WOOD BASE <br />FIBERGLASS SHINGLES <br />OVER $30 FELT PAPER <br />INSTALLED PER FBCR <br />R9052.1 ON j' OS.B. <br />SHEATHING OR J' 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 />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.G. MAX <br />2x8 P.T. SYP 02 <br />SOLE PLATE <br />45 REBAR is 16, <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 <br />R-VALUES z w <br />�Q zQ <br />vJ l7 <br />Iro� <br />WALL 1-I = <br />SECTION — <br />WOOD <br />FRAME TO r ; <br />1B LOCK WALL �u <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />I' GYPSUM BOARD OR }' <br />HIGH STRENGTH CLG. <br />BOARD <br />SIMPSON <br />SP2 A EA. <br />2X8 STUD <br />? DRY WALL <br />J' DIA ANCHOR BOLT <br />AT 16' O.G. MAX WITH 1' <br />EMBEDMENT AND 2' <br />DIA. WASHER <br />SIMPSON 5PI <br />v EA. 2X8 <br />STUD <br />(U COURSE TIE -BEAM <br />POURED SOLID WITH <br />CONCRETE. (1) 45 <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 />o I6' O.C. <br />8' CMU <br />1/2' GYP. WL. BD. <br />lU 04 CONTINUOUS REBAR <br />WOOD BASE <br />04 REBAR 48' LONG <br />W/6' HOOK B 24' O.C., <br />MIN. 24' IN SLAB <br />2'-0' (MIN. <br />IN SLAB) <br />9 <br />I", <br />4' CONIC., REINF. W/ 6'xb' <br />W1.4XWI.40 WWM ON 6-MIL POLY <br />� <br />ETHYLENE VAPOR RETARDER ON <br />WELL COMPACTED GLEAN FILL <br />I <br />TERMITE TREATMENT SHALL BE <br />6" 6" <br />6" <br />BORA-CARE <br />(3) +5 REBAR ON CHAIRS <br />2'-0" <br />2x STUDS B 16' O.G. MAX W/ <br />INSUL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-vALUES <br />T t G SUBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />FL 0.5.15. SHEATHING OR 3' COX <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 FORTIFIBER JUM50TEX <br />GRADE 'D' PAPER OVER TYVEK - <br />BUILDING WRAP (REFER TO <br />2x STUDS ® Iro' O.G. MAX W/ <br />INSUL., 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 />NOTE: <br />PER FBCR 9052.1 - FOR ROOF SLOPES 2:12 TO <br />LE55 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 />I I, ASTM D 4869 TYPE I v, OR ASTM D 6151 <br />EXTERIOR WALL STUDS <br />!WALL SHEATHING NOT <br />SHaw FOR CLARITY) <br />FASTEN STUDS TO BLOCK WALL <br />UTM USP MSTA46 STRAP WITH <br />FASTEERS AS SHOSN. "TALL <br />STRAP • EA. END (1NO) N <br />SPACE SITTR.ApPS AS FO LLOWS* <br />PLACE STRAPS SPACED <br />'MID FASTENED AS <br />SHOWN OflT14 ONe <br />ADDITIONAL STRAP AT <br />EACH WNDCW SING STUD <br />MIN <br />INTO S) IOa c46 CIA 1 NAILS <br />INTO STIR l0148 DIA X 1 IR' <br />LONG) <br />3/4' T t G SUBFLOOR GLUED <br />STUCCO SPECS FOR COMPLETE <br />AND SCREWED AS PER <br />-160 MPH 'C , 32. O.C. <br />INFORMATION) <br />FASTENER SCHEDULE ON <br />140 MPH 'C' 4466' O.C, <br />2x4 CONT. o TOP AND BT. OF <br />SHEET 02 <br />TOP OF STUD WALL <br />FLR TRUSS (TOP 2x4 SUPPORTS <br />-0LE PLATE <br />BT PLATE OF 2ND FLR, BTM. 2x4 <br />� <br />FILL ALL REMAINING STRAP <br />HOLES w) 10d NAILS INTO <br />PRE-ENG FLOOR TRUSS <br />15 FOR WALL SHEATHING NAILER) <br />FIRE FLOOR TRUSS <br />FASTEN EACH 2X4 RIBBON W/ <br />WOOD BAGChY' <br />FASTEN EACH 2X4 RIBBON W/ C5) <br />(5) 12d NAILS al EACH TRUSS. <br />DO NOT PLACE SCREW IN <br />SIMPSON HETA-I6 EMBED. <br />12d NAILS B EACH TRUSS. BTM. <br />I' GYPSUM BOARD OR �' <br />5TM. RIBBON TO BE P.T. <br />TOP of <br />TOP HOLE NEAREST TO TOP <br />OF CM BLOCK WALL <br />STRAP +a 32' O.G. MAX VERIFY <br />RIBBON TO BE P.T. <br />HIGH STRENGTH CLG. <br />MASONRYWALL— L <br />W/ TRUSS PLAN <br />WEEP SCREED <br />BOARD <br />PRE ENG FLOOR TRUSS <br />e J <br />S� ro �51. WALL <br />(SEE DETAIL 2/D3) <br />(INSTALL PER MFG. SPECS.) <br />W/el) 3/16'DIA. X I-1/4' <br />' GYPSUM BOARD OR <br />EMBED. STRAP VERIFY <br />CONC. FILLED LINTEL BLK W/ <br />CMU BLOCK WALL <br />L Prop MASONRY <br />HIGH STRENGTH CLG. BOARD <br />W/ TRU55 PLAN <br />(1) 05 REBAR CONTINUOUS <br />CONIC. FILLED LINTEL BLK W/ <br />_ <br />V THICK, 3 COAT PORTLAND <br />CIJ 45 REBAR CONTINUOUS <br />F <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />RIBBON <br />EXTERIOR <br />STUD <br />WALL CONNECTION <br />FLOOR CONNECTION AT PARALLEL/ING <br />DETAIL <br />TO FIRST <br />FLOOR <br />MASONRY WALL <br />1 <br />PERPENDICULAR PRE—ENG FLOOR TRUSS <br />iv I A? -AI C. <br />(2-�YUE.TM-0' <br />3 acAL@NITS <br />A R C N I T E C T! <br />6 <br />Design <br />Ga .nc. <br />41 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407.774.6078 <br />FAK 407-774.4078 <br />www.abdesigngfoup.COM <br />AA 8: 0003325 <br />w <br />14 <br />4 <br />a <br />0 <br />F <br />i <br />Bum ee LOT <br />SILVERADO <br />LO T 18 <br />LOT 6 <br />PROJWT# <br />04128.000-01861 <br />uoD>amIc <br />4EHB <br />' 2605—HAYDEN" <br />GAIt"M 8V1f=* <br />RIGHT <br />PROM' <br />MONOLITHIC <br />2—STORY <br />WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B <br />ARCHITECT: <br />STATE OF FLORID <br />0 V7 <br />PTM D11/08/17 <br />BCJ%=: 1/4"=1'-0" <br />Bits= <br />D4 <br />