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FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />R905.2.1 ON 6' O.S.B. <br />SHEATHING OR 2 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 />EMBED. STRAP VERIFY W/ <br />TRUSS PLAN <br />% THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />I rI <br />iEE ENERGY CODE FORMS <br />:OR INSULATION R-VALUES <br />' GYPSUM BOARD OR %' HUG' <br />ITRENGTP CLG. BOARD <br />:ONC. FILLED LINTEL ELK W/ <br />1) 115 REBAR CONTINUOUS <br />PECAST LINTEL <br />IEE ENERGY CODE FORMS <br />OR INSULATION R-VALUES <br />IINDOW 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 />eT 16' O.C. <br />S' CMU <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />1-STORY <br />1 BLOCK WALL <br />SCALE: 3/4' = I'-0. <br />1/Irc' O.S.B. OR J' CDX <br />TYVEK BUILDING WRAP <br />.FORTIRBER BLDG PAF <br />-GALV'D MTL. LATH <br />-1/S' TEXTURED <br />FINISH o WOOD <br />-Ys TO 5/B' MID WALL <br />WEEP SCREED <br />z.4 <br />E J <br />8' CMU <br />5/8' TEXTURED <br />FINISH o MASONRY <br />WEEP SCREED <br />DETAIL C WOOD TO <br />2 L V n L kJ 1V 1V <br />a' CMU <br />Yd DRYWALL <br />FIBERGLASS SHINGLES OVER <br />030 FELT PAPER INSTALLED <br />PER FBCR R9052.1 ON I6' <br />O.S.B. SHEATHING OR I' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />P.T. Ix2 W/ MTL. DRIP EDGE <br />2x4 OR 2x6 SUB -SAND <br />PER ELEVATIONS <br />VENTED ALUM. SOFFIT <br />STIFFBACK AT ALL UPRIGHTS <br />OVER 4'-10' HIGH (SEE <br />SEALED ENG. FOR SIZE 4 <br />CONDITION.) <br />6 O.S.B. SHEATHING OR J' <br />CDX PLYWOOD. ATTACHED <br />PER FASTENER SCHEDULE <br />ON SHEET 05 <br />1/V THICK, 3 COAT <br />PORTLAND CEMENT PLASTER <br />OVER EXPANDED GALV'D <br />METAL LATH ON FORTIFIBER <br />JUM50TEX GRADE 'D' PAPER <br />OVER TYVEK BUILDING WRAP <br />(REFER TO STUCCO SPECS <br />FOR COMPLETE INFORMATION) <br />WEEP SCREED <br />(SEE DETAIL 2) <br />SECURE GABLE TO 2x6 P.T. <br />PLATE W/ 12d's S' O.C. MAX <br />SECURE 2x6 PT. PLATE TO <br />BLK W/ %'xW ANCHOR BOLT W/ <br />2' WASHER SET IN SIMPSON <br />HIGH STRENGTH EPDXY 1' <br />EMBED. MIN. A 32' OC MAX. <br />5/8' THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />I'X4' OR 1'X2' P.T. NAILER <br />1.4 P.T. OR N.•X4' MIN SECURE <br />❑ <br />TIM FRAME ( EXTEND I-Y• <br />INTO BLOCK W/ %' TAPCONS <br />OR DRIVE PIN <br />MIN SHANK SIZE .I45 <br />MIN. MEAD SIZE 300 <br />❑ <br />MIN <br />4 E <br />WITHIN INEMBEDMENT 8'OF EAII END 4 IB' <br />OL. MAX SPACING <br />DOOR CASING <br />DOOR JAMB OR WINDOW <br />ATTACH TO 2X PER <br />MANUFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) <br />DOOR JAMB <br />TO BLOCK +3/4 OR +5/4 <br />WINDOW TO BLOCK +3/4 OR +5/4 <br />SCALE: I'.1'-0' <br />2X4: CM <br />SECURE TO BLOCK W/ 34- <br />TAPCONS OR DRIVE PIN <br />(MIN. SHANK SIZE J45 <br />MR HEAD SIZE 300 <br />MR EMBEDMENT I Y.') <br />WITHIN S' OF EACH END 4 <br />IS' O.C_ MAX SPACING. <br />2Xb: CEO <br />SECURE TO BLOCK <br />SECURETAPOONSTO <br />PIN <br />DRIVE PIN <br />(MIN SWANK 912E J45 <br />MM. HEAD SIZE -100 <br />MIN EMBEDMENT I Y•) <br />WITHIN 6' OF EACH END 4 <br />IS' OC. MAX SPACING. <br />a' CMU <br />2x8: ® <br />h' DRYWALL <br />SEOJRE TO BLOCK W - <br />TAPCONS OR DRIVE PIN <br />I'X4' OR I-XV P.T. NAILER <br />(MIN SWANK SIZE .145 <br />DOOR CASING <br />MIN. HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MIN. EMBEDMENT I <br />ATTACH TO 2X R <br />PE <br />WITHIN 8' OF EACH END 4 <br />E <br />B' OL. MAX &PALING. <br />NU <br />MANUFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') <br />DOOR JAMB TO BLOCK +1-1/2" <br />B WINDOW TO BLOCK +1-1 2" <br />SCALE: I'.I'-0' <br />2x4 BLOCKING BETWEEN <br />TRUSSES WHERE 'X' BRL <br />IS PRESENT <br />PRE-ENG GABLE TRUSS <br />2x4 NAILER <br />CONT. 2x4 RAT RUN SECURE <br />m° W/ (2) 12d's a EACH TRUSS <br />TYP. TO BE INSTALLED 6 MID. <br />O.H. <br />POINT OF TRUSS SPAN, OR <br />I0'-0' O.C. MAX. <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />I' GYPSUM BOARD OR <br />HIGH STRENGTH CLG. <br />BOARD <br />CONIC. FILLED LINTEL BLK t <br />(1) j15 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 />(U 05 REBAR VERTICALLY <br />W/ CONC. POURED CELL <br />4 Ix2 P.T. FURRING STRIPS <br />a Ih' O.G. <br />8' CMU <br />1/2' GYP. WL. BD. <br />-- WOOD BASE <br />1-STORY GABLE <br />1 A BLOCK WALL <br />SCALE: 3/4' = I'-O' <br />FIBERGLASS SHINGLES — <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />RS05.2.1 ON 6' O.S.S. <br />SHEATHING OR 2 CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />P.T. Ix2 W/ MTL. DRIP EDGE- <br />2x4 OR 2x6 SUB -BAND — <br />PER ELEVATIONS <br />VENTED ALUM. SOFFIT — <br />STIFFBACK AT ALL <br />UPRIGHTS OVER 4'-I0' <br />HIGH (SEE SEALED ENG. <br />FOR SIZE 4 CONDITION.)— <br />' O.S.B. SHEATHING OR 2 <br />CDX PLYWOOD. ATTACHED <br />PER FASTENER SCHEDULE <br />ON SHEET 05 <br />1/0' THICK, 3 COAT <br />PORTLAND CEMENT PLASTER <br />OVER EXPANDED GALV'D <br />METAL LATH ON FORTIFIBER <br />JUMBOTEX GRADE 'D' <br />PAPER OVER TYVEK <br />BUILDING WRAP (REFER TO <br />STUCCO SPECS FOR <br />COMPLETE INFORMATION) <br />WEEP SCREED <br />(SEE DETAIL 2) <br />SECURE GABLE TO 2x6 P.T. <br />PLATE W/ 12d's S' O.C. MAX <br />SECURE 2x6 PT. PLATE TO <br />BLK W/ J'x9' ANCHOR BOLT <br />W/ 2' WASHER SET IN SIMPSON <br />HIGH STRENGTH EPDXY 1' <br />EMBED. MIN. 6 32' OC MAX. <br />%' THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />2x4 BLOCKING BETWEEN <br />TRUSSES WHERE 'X' BRACING <br />IS PRESENT <br />/ PRE-ENG GABLE TRUSS <br />CONT. 2x4 RAT RUN SECURED W/ (2) <br />126's a EACH TRUSS <br />r_m° <br />TO BE INSTALLED 6 MID. POINT OF <br />TYP. TRUSS SPAN, OR 10'-0' O.C. MAX. <br />aH. SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />I' GYPSUM BOARD OR <br />HIGH STRENGTH CLG, <br />BOARD <br />2x4 NAILER <br />2x4 6 24' O.G. 9 INTERIOR <br />KNEE WALL <br />CONC. FILLED LINTEL BLK W/ <br />0) "5 REBAR CONTINUOUS <br />DIRECTLY TO MASONRY - \ pL'� <br />z <br />m0 <br />1—STORY GABLE <br />W/ VAULT CLG. <br />Uj_Bfp� BLOCK WALL <br />SCALE: 3/4' = i' - O' <br />PRECAST LINTEL <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />PRECAST SILL <br />(1) 65 REBAR VERTICALLY <br />W/ CONC. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />6 16' O.G. <br />S' CMU <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />NOTE: <br />PER FBCR 5052.1 - FOR ROOF SLOPES 2:12 TO <br />LESS THAN 4:12, A (2) LAYER UNDERLAYMENT <br />SYSTEM IS 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 4869 TYPE IV, OR ASTM D 6151 <br />2X4: ® <br />2X4: ® <br />2X4: CM <br />SECURE TO BLOCK W/ <br />SECURE TO BLOCK W/ <br />SECURE TO BLOCK WA,*O <br />TAPCONS OR DRIVE PIN <br />TAPCONS R DRIVE PIN <br />TAPOONS OR DRIVE PIN <br />(MIN. SHANK SIZE J45 <br />MIN -SHANK SIZE J45 <br />(MIN. SHANK SIZE J45 <br />MIN. HEAD SIZE 1+00 <br />MIN. HEAD SIZE 300 <br />MIN HEAD SIZE 300 <br />MIN. EMBEDMENT I Y4') <br />WITHIN S' OF EACH END 4 <br />MIN. EMBEDMENT I Y') <br />WITHIN S' OF EACH END <br />MR EMBEDMENT I Y,) <br />, <br />B' O.C. MAX SPACING. <br />18' O.C. MAX SPACIN@ <br />18'G M� ePACMG <br />2X6: ® <br />SECURE TO BLOCK W/2-4.(' <br />iAPGONB OR DPoVE PIN <br />I 2X MUST <br />NOTE: OUTSIDE <br />ON OUTSIDE (SECURED <br />2X6: ® <br />SECURE TO BLOCK W/2-A(.' <br />TAPCONS OR DIVE PIN <br />❑ <br />NOTE: 9TRUGtUR4L 2X MUST <br />2X6: ® <br />SECURE C BLOCK WA-1/4' <br />TAPCONS OR DRIVE PIN <br />❑ <br />(MIN SHANK SIZE J45 <br />TW <br />THROIYaW NON-STRUCTURAL <br />(MIN sw4w SIZE .145 <br />BE ON OUTSIDE 4 SECURED <br />(MIN SHANK SIZE .145 <br />MM HEAD SIZE 300 <br />4/(n' TAPCON MIN, I-Y' <br />MMM. HEAD SIZE 300 <br />THRCUGH NON-STRUCTURAL <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT I Y') <br />EMBEDMENT INTO BLOCK <br />MIN EMBEDMENT I Y') <br />W' TAPCON MIN I-V <br />MR EMBEDI•IENT I Y,'1 <br />WITHIN 9OF EACH END 4 <br />cmWITHIN <br />8' OF EACH END 4 <br />EMBEDMENT INTO BLOCK <br />WITHIN 9' OF EACH END 4 <br />I8' OL. MAX SPACING. <br />K' DRYUMLL <br />19' O.C. MAX SPACING. <br />s, CMNU <br />18' O.C. MAX SPACING. <br />2>16' ® <br />I'X4' OR PXI' P.T. NAILER <br />2XS' ® <br />)S' DRYWALL <br />2X6' CEM <br />SECURE TO BLOCK W12-)W <br />TAPCONs OR DRIVE PIN <br />N�' 09B. X 4• MRL <br />SECURE TO BLOCK W12-4W <br />TAPCONS OR DRIVE PIN <br />1'X4' OR I'X2' P.T. NAILER <br />'SECURE TO BLOCK W/I-I/4' <br />TAPCONS OR DRIVE IN <br />(MIN. SHANK SIZE .145 <br />DOOR CASING <br />MIN. SHANK SIZE J45 <br />DOOR CASRG <br />(MIN. SHANK 912E J45 <br />MM. HEAD 912E 300 <br />DOOR JAM OR WINDOW <br />MIN HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MIN HEAD SIZE 300 <br />MM. EMBEDMENT I V) <br />ATTACH TO 2X PER <br />MIN EMBEDMENT I4') <br />ATTACH TO 2X PER <br />MIN EMBEDMENT( <br />WITHIN S' O= EACH END 4 <br />B' OC. MAX SPACIW- <br />MANUFACTURES DETAILS. <br />WITHIN S' OF EACH END 4 <br />16' OL, MAX SPACING. <br />MMJIFACTURES DETAILS. <br />WITHIN 8' OF EACH END 4 <br />EN <br />Is, oz. MAX SPACING. <br />NOTE. SHIM As NEEDED TO PLUMB JAMB (DO NOT EXCEED V) <br />DOOR JAMB TO BLOCK +1-15/16" <br />r� WINDOW TO BLOCK +1-15/16' <br />L' / SCALE: I'.I'_0• <br />2X4: CM <br />SECURE TO BLOCK W/ 9(N' <br />TAPCONS OR DIVE PM <br />(MIN SHANK SIZE J45 <br />MIN. HEAD SIZE 300 <br />MIN EMBEDMENT I Y,) <br />WITHIN S' OF EACH END 4 <br />IB' O.C. MAX SPACING. <br />2X6: CEM <br />SECURE TO BLOCK WR-V <br />NOTE: STRUCTURAL 2X MUST <br />TAPCONS OR DRIVE PIN <br />❑ <br />BE ON OUTSIDE 4 SECURED <br />(MIN SHANK SIZE J45 <br />THROUGH NON-STRUCTURAL <br />MIN HEAD SIZE 300 <br />;W TAPCON MR I-)'W <br />MIN. EMBEDMENT I Y'1 <br />EMBEDMENT INTO BLOCK <br />WITHIN S' OF EACH END 4 <br />S. CMU <br />IB' OC. MAX SPACING. <br />Y' DRYWALL <br />2X6 ® <br />I'X4' OR 1'X2' P.T. NAILER <br />BEOIRE TO BLOCK WR- <br />TAPCONS OR DRIVE PM <br />I' P.T. X 4' MIN. <br />(MIN SHANK SIZE J45 <br />DOOR CASING <br />MIN. HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MIN EMBEDMENT I V) <br />ATTACH TO 2X PER <br />WITHIN 9' OF EACH END 4 <br />IS' OC. MAX &PA GING. <br />MANUFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) <br />DOOR JAMB TO BLOCK +2 1/4" <br />WINDOW TO BLOCK +2 1/4' <br />D SCALE: <br />NOTE: $HIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED )'W) <br />DOOR JAMB TO BLOCK +3" <br />WINDOW TO BLOCK +3" <br />SCALE: <br />2X4: Cin <br />SECURE TO BLOCK W/ 4i6' <br />TAPCONS OR DRIVE PIN <br />(MIN. SHANK SIZE 145 <br />MR HEAD SIZE 300 <br />MIN. EMBEDMENT I Y-) <br />WITHIN S' OF EACH END 4 <br />IS' OC_ MAX SPACRY <br />NOTE: STRUCTURAL 2X MUST <br />BE ON OUTSIDE 4 SECURED <br />THROUGH NON-STRUCTURAL <br />2X6= ® <br />i(' TAPCON MIN. I-Y' <br />SECURE TO BLOCK W/2-14- <br />EMBEDMENT INTO BLOCK <br />TAPCONS OR DRIVE PIN <br />(MIN SHANK SIZE .145 <br />a <br />a' cm <br />MR 1 EAD SIZE 300 <br />)$' DRYWALL <br />MMIR EMBEDMENT I Y') <br />WITNM S' OF EACH END 4 <br />I'X4' OR I'X2' P.T. NAILER <br />18' OL. MAX &PAGING. <br />2ND 2X SECURE TO <br />2X8: ® <br />STRUCTURAL MEMBER W/(2XId <br />SECURE TO BLOCK W/2-% <br />WITHIN 0' OF EACH END 4 6' <br />TAPCRONS OR DRIVE PIN <br />TO e' OL. MAX <br />(MIN. SHANK SIZE J45 <br />DOOR CA81NG <br />MIN. HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MR EMBEDMENT I Ys'1 <br />ATTACH TO 2X PER <br />WITNM S' OF EACH END 4 <br />IB' OL. MAX SPACING. <br />MANUFACTUES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAI® (DO NOT EXCEED Y49 <br />DOOR JAMB TO BLOCK +3" <br />��1 WINDOW TO BLOCK +3" <br />SCALE: <br />NOTE: STRUCTURAL 2X MUST <br />BE ON OUTSIDE 4 SECURED <br />THROUGH NON-STRUCTURAL <br />V TAPCON MAN. I-YO <br />EMBEDMENT INTO BLOCK <br />w CMU <br />Y' DRYWALL <br />PX4' OR 17O' P.T. NAILER <br />Y.' O.SB. X 4' MIN. <br />DOOR CASING <br />DOOR JAMB OR WINDOW <br />NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y') <br />DOOR JAMB TO BLOCK +3-7/16" <br />WINDOW TO BLOCK <br />+3-7 16" <br />G <br />SCALE: I'.I'-0' <br />2X4: CM <br />SECURE TO BLOCK WN' <br />TAPCONS OR DRIVE PIN <br />(MIN. SHANK SIZE 145 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT I Y') <br />WITHIN S' OF EACH END 4 <br />IS- OC. MAX SPACING. <br />2X6: CEM <br />SECURE TO BLOCK W/1-I/4' <br />TAPCONS cm DRIVE PIN <br />NOTE: STRUCTURAL 2x MUST <br />(MIN. SHANK SIZE J45 <br />BE ON OUTSIDE 4 SECURED <br />MIN HEAD SIZE 300 <br />THROYH NON-STRUCTURAL <br />MR EMBEDMENT I Y.') <br />V TAPOON MIN 14" <br />WITHIN B' C : EACH END 4 <br />EMBEDMENT INTO BLOCK <br />18' OC. MAX SPACING. <br />a, GMU <br />2X5: CS= <br />Y' DRYWALL <br />SECURE TO BLOCK WA-1/ <br />R4' <br />TAPCONS OR DVE PIN <br />1'X4' OR I'-' P.T. NAILER <br />(MIN. SHANK SIZE .I45 <br />1' P.T. X 4- MIK <br />MM HEAD SIZE 300 <br />DOUR CASING <br />M R EMBEDMENT I Y4') <br />WITHIN S' OF EACH END 4 <br />DOOR JAMB OR WINDOW <br />IS' OL. MAX aPACING. <br />MANUFACTURES DATTACH TO 2X ETAILS. <br />NOTE: SHIM AS NEEDED TO PLUS JAMS (DO NOT EXCEED W) <br />DOOR JAMB TO BLOCK +3 3/4" <br />WINDOW TO BLOCK +3 3/4" <br />SCALE: <br />A a C Y I T a T <br />Desil�n <br />Grou ine. <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAK 407-7744078 <br />www.abdesigngn2Bp.com <br />AA 8: 0003325 <br />F <br />h <br />m <br />a <br />w <br />y <br />0 <br />F <br />a <br />c <br />0 <br />T: <br />2 <br />SVBDIV. d¢ LOT <br />SILVERADO <br />LOT 7 <br />BLK 1 <br />PROJECTS/ <br />04128.000-07001 <br />MODEL: <br />4EHB <br />"2605-HAYDEN" <br />GARAGE STUNG: <br />LEFT <br />PAGE: <br />MONOLITHIC <br />1-STORY <br />WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B <br />ARCHITECT: <br />STATE OF FLORIDA <br />2 <br />DRMA10/21, <br />SCALE: 1 /4"=1' — 0" <br />SKEET <br />I3 <br />