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FIBERGLASS SHINGLES <br />OVER *30 FELT PAPER <br />INSTALLED PER FBCR <br />R9052.1 ON 161' O.S.B. <br />SHEATHING OR J' 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 />5/8' THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />WOOD <br />CONSTRUCTII <br />fT <br />w <br />zQ <br />iEE ENERGY CODE FORMS <br />'OR INSULATION R-VALUES <br />'GYPSUM BOARD OR J' HIG <br />TRENGTH CLG. BOARD <br />:ONC. FILLED LINTEL BLK W/ <br />1) 05 REBAR CONTINUOUS <br />'RECAST LINTEL <br />,EE ENERGY CODE FORMS <br />OR INSULATION R-VALUES <br />IINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />PRECAST SILL <br />(U "5 REBAR VERTICALLY <br />W/ CONC. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />6 Iro' O.C. <br />8' CMU <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />1—STORY <br />1 BLOCK WALL <br />SCALE: 3/4'=1'-0' <br />1/16' O.S.B. OR 1' CDX <br />TYVEK BUILDING WRAP <br />FORTIRBER BLDG PAP <br />GALV'D MTL. LATH <br />1/5' TEXTURED <br />FINISH a WOOD <br />Ys' TO % MID WALL <br />WEEP SCREED <br />_ZW <br />� J <br />-8' CMU <br />-5/B' TEXTURED <br />FINISH Is MASONRY <br />WEEP SCREED <br />DETAIL (�i) WOOD TO <br />2 LOCK CONNECTION <br />SCALE: 1 I /2' = I' -0' <br />5' CMU <br />YJ' DRTWALL <br />FIBERGLASS SHINGLES OVER <br />030 FELT PAPER INSTALLED <br />PER FBCR RW52.1 ON a' <br />O.S.B. SHEATHING OR 3' 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 />I6 O.S.B. SHEATHING OR J' <br />CDX PLYWOOD. ATTACHED <br />PER FASTENER SCHEDULE <br />ON SHEET D5 <br />-I/V THICK, 3 COAT <br />PORTLAND CEMENT PLASTER <br />OVER EXPANDED GALV'D <br />METAL LATH ON FORTIFIBER <br />JUMBOTEX 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 8' O.C. MAX <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 />TYI=. TO BE INSTALLED A MID. <br />O.N. <br />I <br />POINT OF TRUSS SPAN, OR <br />________ _ _ 10'-0' O.C. MAX. <br />SECURE 2x6 PT. PLATE TO r) <br />BLK W/ }'xV ANCHOR BOLT W/ <br />2' WASHER SET IN SIMPSON <br />HIGH STRENGTH EPDXY 1' fl <br />EMBED. MIN. -9 32' OC MAX. <br />5/8 THICK, 3 COAT <br />PORTLAND CEMENT �T a <br />PLASTER APPLIED w <br />DIRECTLY TO MASONRY t a° L �. <br />). <br />�a <br />1—STORY GABLE <br />BLOCK WALL <br />11 SCALE: 3/4'-1'-0' <br />I'X4' OR I'X2' P.T. NAILER <br />Ix4 P.T. OR IN MIN. SECURE <br />❑ <br />THRU FRAME 4 4 EXTEND I-Y' <br />INTO <br />INTO BLOCK W/ %,' TAPCONS <br />ORPIN <br />(MN1. 1114 SHANK SIZE 145 <br />MIN. HEAD 912E 300 <br />❑ <br />MIN EMBEDMENT I-Y' <br />WITHIN 8' OF EACH END 4 10' <br />OC. MAX PAC <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 Y') <br />DOOR JAMB <br />TO BLOCK +3/4 OR +5/4 <br />UWINDOW TO BLOCK +3A OR +5/4 <br />SCALE: I'.I'-0' <br />2X4: cm <br />SECURE TO BLOCK W/ V <br />TAP0CN8 OR DRIVE PIN <br />(MIN 814AW SIZE J45 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT IY') <br />WITHIN 8' OF EACH END 4 <br />18. O.C. MAX SPACING. <br />2x6: CEM <br />SECURE TO BLOCK WR-i(.' <br />SECURETAPOONSTO <br />DRIVE PIN <br />MIN SWANK SIZE 145 <br />❑ <br />MIN. HEAD SIZE 300 <br />MIN. EMBEDMENT I W) <br />WITHIN 8' OF EACH END 4 <br />IVOC. MAX SPACIW- <br />8' CMII <br />2X8: 0M <br />Y' DRYWALL <br />SECURE TO BLOCK 10/2-NN. <br />TAPCONS OR DRIVE PIN <br />I'X4' OR 1'X2' P.T. NAILER <br />(MIN SHANK SIZE 145 <br />DOOR CASING <br />MIN. HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MIN EMBEDMENT I Y.') <br />A?iACH TO 2X PER <br />WITHIN 8' OF EACH END 4 <br />is, OC. MAX SPACING <br />MANUFACTURES DETAILS. <br />NOTE: SHIN AS NEEDED TO PLUMB JAMB (DO NOT EXCEED)(4') <br />DOOR JAMB TO BLOCK +1-1/2" <br />�n1 WINDOW TO BLOCK +1-1/2" <br />SCALE: I'.I'-0' <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />I' GYPSUM BOARD OR <br />HIGH STRENGTH CLG. <br />BOARD <br />GONG. FILLED LINTEL BLK I <br />(1) "5 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 />Ix2 P.T. FURRING STRIPS <br />® 16' O.C. <br />8' CMU <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />2X4: CM <br />SECURE TO BLOCK W/' <br />TAPCONS OR DRIVE PIN <br />(MIN. SHANK SIZE J45 <br />MIN. HEAD SIZE 900 <br />MIN. EMBEDMENT I Y') <br />WITHIN 8' OF EACH END <br />18' D.C. MAX SPACING. <br />2X6: CEO <br />SECURE TO BLOCK W/1-1(.' <br />TAPCONS OR DRIVE PIN <br />NOTE: STRUCTURAL 2X MAST <br />BE ON OUTSIDE 4 SECURED <br />(MIN. SHAW SIZE J45 <br />THROWN NON-BTd1CTURAL <br />MIN. HEAD SIZE 300 <br />9(.' TAPCON MIN. I-W <br />MIK EMBEDMENT I'1 <br />EMBEDMENT INTO BLOCK <br />WITHIN V OF EACH END 4 <br />a, CMU <br />IS' O. MAX SPACING. <br />K' DRYWALL <br />2X8- MM <br />SECURE TO BLOCK W/J-9(.' <br />I'X4. OR I'X2' P.T. NAILER <br />TAPCONS OR DRIVE PIN <br />3W OBE. X 4' MIN <br />(MIN. SWAN_ SIZE J45 <br />DOOR CAVWS <br />MIN HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MIN EMBEDMENT I W) <br />ATTACH TO 2X PER <br />WITHIN S' OF EACH END 4 <br />IS, OC. MAX SPACING. - <br />MANUFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') <br />DOOR JAMB TO BLOCK +1-15/16" <br />WINDOW TO BLOCK +1-15/16" <br />�' SCALE: 1'.1'-0' <br />2X4: CiM <br />SECURE TO BLOCK W/ IIw <br />TAF'GONS OR DRIVE PM <br />(MIN SHANK 81ZE 145 <br />MIN. HEAD SIZE 300 <br />MIN 01BEDMENT IY') <br />WITHIN 8' CP EACH END 4 <br />IS' O.C. MAX SPACING <br />Dw CEO <br />SECURE TO BLOCK W/2-14' <br />NOTE: STRUCTURAL 2X MUST <br />TAPCONS OR DRIVE PIN <br />BE ON OUTSIDE 4 SECURED <br />(MIN. SWANK SIZE J45 <br />THROUGH NON-STRUCTURAL <br />MIN. HEAD SIZE 300 <br />%' TAPCCN MIR 1-Y4' <br />MR EMBEDMENT I'1 <br />EMBEDMENT INTO BLOCK <br />WITHIN S' OF EACH END 4 <br />e. aX1 <br />18' OC, MAX SPACING. <br />Y' DRYWALL <br />2X8: ® <br />I'X4' OR I'X2' PT. NAILER <br />SECURE TO BLOCK W/2-j!.' <br />TAPCONS OR DRIVE PIN <br />I' P.T. X 4' MML <br />(MIN. SWANK SIZE J4S <br />DOOR CASING <br />MIN HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MIN. EMBEDMENT I Y.9 <br />ATTACH TO 2X PER <br />WITHIN 8' OF EACH END 4 <br />0, O.C. MAX SPACIMANUFACTURES <br />MANUFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) <br />DOOR JAMB TO BLOCK +2 1/ <br />WINDOW TO BLOCK +2 1/4" <br />4 <br />D " <br />SCALE: I'.I•_®• <br />FIBERGLASS SHINGLES <br />2x4 BLOCKING BETWEEN <br />OVER 030 FELT PAPER <br />TRUSSES WHERE 'X' BRACING <br />INSTALLED PER FBCR <br />IS PRESENT <br />R9052.1 ON -V'.' O.S.B. <br />SHEATHING OR 2 CDX <br />PRE-ENG GABLE TRUSS <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />CONT, 2x4 RAT RUN SECURED W/ (2) <br />P.T. Ix2 W/ MTL. DRIP EDGE <br />12d's o EACH TRUSS <br />2x4 OR 2x6 SUB -BAND m• <br />TO BE INSTALLED s MID. POINT OF <br />PER ELEVATIONS TYF=. <br />TRUSS SPAN, OR 10'-0- O.G. MAX. <br />VENTED ALUM. SOFFIT °H <br />SEE ENERGY CODE FORMS <br />STIFFBACK AT ALL <br />FOR INSULATION R-VALUES <br />UPRIGHTS OVER 4'-10' <br />J' GYPSUM BOARD OR %' <br />HIGH (SEE SEALED ENG. <br />HIGH STRENGTH CLG. <br />FOR SIZE 4 CONDITION.) <br />BOARD <br />O.S.B. SHEATHING OR 2' <br />2x4 NAILER <br />CDX PLYWOOD. ATTACHED <br />PER FASTENER SCHEDULE <br />2x4 ® 24' O.G. ® INTERIOR <br />ON SHEET D5 <br />KNEE WALL <br />1/8' THICK, 3 COAT <br />CONC. FILLED LINTEL BLK W/ <br />PORTLAND CEMENT PLASTER <br />(1) 115 REBAR CONTINUOUS <br />OVER EXPANDED GALV'D <br />METAL LATH ON FORTIFIBER <br />PRECAST LINTEL <br />JUMBOTEX GRADE 'D' <br />WINDOW ATTACHMENT AS <br />PAPER OVER TYVEK <br />PER MANUFACTURES <br />BUILDING WRAP (REFER TO <br />SPECIFICATIONS <br />STUCCO SPECS FOR <br />COMPLETE INFORMATION) <br />PRECAST SILL <br />WEEP SCREED <br />(1) 05 REBAR VERTICALLY <br />(SEE DETAIL 2) <br />W/ CONC. POURED CELL <br />SECURE GABLE TO 2x6 P.T. <br />Ix2 P.T. FURRING STRIPS <br />PLATE W/ 12d's 8' O.C. MAX <br />16' O.G. <br />SECURE 2x6 PT. PLATE TO <br />BLK W/ 1J'x3' ANCHOR BOLT <br />8' GMU <br />W/ 2' WASHER SET IN SIMPSON <br />I/2' GYP. WL. BD. <br />HIGH STRENGTH EPDXY 1' j <br />WOOD BASE <br />EMBED. MIN. 5T 32' OC MAX. s <br />% THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY o <br />z <br />< A� <br />L <br />mo <br />1—STORY GABLE <br />W/ VAULT CLG. <br />UBLOCK WALL <br />SCALE: 3/4'=1'-O' <br />2X4: CM <br />SECURE TO BLOCK W/ <br />TAPCONS OR DRIVE PIN <br />(MIN. SHANK SIZE J45 <br />MIN. HEAD SIZE 300 <br />MIN. EMBEDMENT I Y-) <br />WITHIN 8' OF EACH END 4 <br />IS' OC. MAX SPACING. <br />2X6: CEO <br />SECURE TO BLOCK W/2-%' <br />TAPCONS OR DRIVE PIN <br />NOTE: STRUCTURAL 2X MUST <br />(MIN. SHANK SIZE J45 <br />BE ON OUTSIDE 4 SECURED <br />MIN, HEAD SIZE 300 <br />THIROU6.14 NON-STRUCTURAL <br />MIN. EMBEDMENT 14') <br />V TAPCON M L I-Y.' <br />WITHIN 8' OF EACH END 4 <br />EMBEDMENT INTO BLOCK <br />B' OC. MAX SPACING <br />a, cm <br />2'D' ® <br />X' DRYWALL <br />SECURE TO BLOCK W/2-'d.' <br />TAPCONS OR DRIVE PIN <br />I'X4' OR I'M' P.T. NAILER <br />(MIN SHANK SIZE J45 <br />DOOR CASING <br />MIN. HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MIN. EMBEDMENT I Y') <br />ATTACH TO 2X PER <br />WITHIN S' OF EACH END 4 <br />IS' OC. MAX 5PACMG. <br />MANUFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED),') <br />DOOR JAMB TO BLOCK +T <br />WINDOW TO BLOCK +T <br />L SCALE: <br />2X4: CM <br />SECURE TO BLOCK W/ <br />TAPCONS R DRIVE PIN <br />O <br />(MIN. SHANK SIZE J45 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT I4') <br />WITHIN 8' OF EACH END 4 <br />IS' O.C. MAX SPACING. <br />NOTE: STRUCTURAL 2X MUST <br />BE ON OUTSIDE 4 SECURED <br />THROUGH NON-STRUCTURAL <br />2X6: CEC3 <br />3(.• TAPCON MIN. I-Y' <br />SECURE TO BLOCK U *-% <br />EI-IBEDMENT INTO BLOCK <br />TAPCONS OR DRIVE PIN <br />(MIN. SHANK SIZE J45 <br />8' CMU <br />MIN. HEAD SIZE 300 <br />)V DRYWALL <br />MIN. EMBEDMENT I Y'1 <br />WITHIN 8' OF EACH END 4 <br />1'X4' OR 1'X2' P.T. NAILER <br />V OC. MAX SPACHGG <br />2ND 2X SECURE TO <br />2X8: ® <br />STRUCTURAL MEMBER UJK2A2d <br />SECURE TO BLOCK W/2-',(.' <br />WITHIN 8' OF EACH END 4 b' <br />TAPCONS OR DRIVE PIN <br />TO e' OC. MAX <br />MIN SHANK SIZE J45 <br />DOOR CASING <br />MIN. HEAD SIZE 300 <br />ppOR JAMB OR WINDOW <br />MIN EMBEDMENT I Y.') <br />ATTACH TO 2X PER <br />WITHIN 8' EACH END 1 <br />18' OC. MAXX SPACING <br />MANFACTUIES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED V) <br />DOOR JAMB TO BLOCK +T <br />�i 1 WINDOW TO BLOCK +T <br />l SCALE: I.-I.J. <br />NOTE: <br />PER FBCR 13052.1 - 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 />11, ASTM D 48613 TYPE Iv, OR ASTM D 6151 <br />2X4: CiM <br />SECURE TO BLOCK WY4' <br />TAPCCNS OR DRIVE PIN <br />(MIN. SHANK SIZE .145 <br />MIN. HEAD SIZE 300 <br />MIN. EMBEDMENT I Y') <br />WITHIN 8' OF EACH END 4 <br />18' D.C. MAX SPACING <br />2Xb: CEM <br />SECURE TO BLOCK W/1-114' <br />NOTE: SRUC TTURAL 2X MUST <br />TAPCONS C DRIVE PIN <br />BE ON OUTSIDE 4 SECURED <br />(MIN. SHANK SIZE J49 <br />TW14I Xa-1 NON-STRUCTURAL <br />MIN HEAD SIZE 300 <br />%' TAPCCN MIN. I-V <br />MIK EMBEDMENT I Y4') <br />EMBEDMENT INTO EILOCK <br />WITHIN 8' CF EACH END 4 <br />18' OC. MAX SPACING.�l <br />8' CMU <br />V <br />2X8: CEO <br />)VDRYWALL <br />SECURE TO BLOCK W <br />I'X4' OR M' O' P.T. NAILER <br />TAPCONS OR DRIVE PIN <br />J(' OAJ5. X 4' MIN <br />(MIN. SHANK SIZE JAB <br />MIK HEAD SIZE 300 <br />DOOR CASING <br />MIN EMBEDt-V 4" <br />WITHIN 8' OF EACH END l <br />DOOR JA16 OR WINDOW <br />ATTACH TO 2X PER <br />IS' OC. MAX SPACING. <br />MANFAC LKES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') <br />DOOR JAMB TO BLOCK +3-7/16" <br />G WINDOW TO BLOCK <br />+3-7 16" <br />SDALE: I'.i'•0' <br />2X4: CEO <br />SECURE TO BLOCK WH• <br />TAPCONS OR DRIVE PM <br />(MIN. SHANK SIZE J45 <br />MIN HEAD SIZE 300 <br />MR4. EMBEDMENT 114') <br />WITHIN 8' OF EACH END 4 <br />V OC. MAX SPACING. <br />2X6: CEM <br />SECURE TO BLOCK WA-I/A. <br />TAPCONB OR DRIVE PIN <br />NOTE: STRUCTURAL 1X MUST <br />(MIN. SHANK SIZE J45 <br />BE ON OUTSIDE 4 SECURED <br />MIN HEAD SIZE 300 <br />THROUGH NON•eTRUCTURAL <br />MIN. EMBEDMENT I A') <br />a(.' TAPCON MIN. I-V <br />WITHIN S' OF EACH END 4 <br />EMBEDMENT INTO BLOCK <br />18. OC. MAX SPACING. <br />w cm <br />2X6:CM <br />N DRYWALL <br />SECURE TO BLOCK W/I-1/4' <br />TAPCCNS OR DRIVE PIN <br />I'X4. OR 1'X)' P.T. NAILER <br />(MIN. SHANK SIZE J45 <br />I' P.T. X 4' MIN <br />MIN HEAD SIZE 300 <br />DOOR CABIN(. <br />MIN EMBEDMENT IY-) <br />WITHIN 8' OF EACH END 4 <br />DOOR JAMB OR WINDOW <br />18' OC. MAX SPACING. <br />ATTACH TO 2X PER <br />MANUFACTURES DETAILS. <br />NOTE: SHfM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') <br />DOOR JAMB TO BLOCK +3 3/4" <br />u1 WINDOW TO BLOCK +3 3/4" <br />SCALE: <br />A R C N I T E C T S <br />Design <br />GroulOW.. <br />141 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744 078 <br />www.abdeslgngroup.com <br />AA k: 0003325 <br />w <br />y <br />w <br />z <br />R <br />4 <br />y <br />c <br />F <br />a <br />w <br />z <br />m <br />aumty a.. L07- <br />- <br />SILVERADO <br />LOT 8 <br />BLK 1 <br />0441128�. 007— 08001 <br />MODICLc <br />4EBB <br />"1828— CALI" <br />GARAGE DTIMG: <br />RIGHT <br />PAGE: <br />MONOLITHIC <br />1—STORY <br />WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B <br />ARCHITECT: <br />STATE Of-- FLORIDA <br />�^1 mil <br />ri <br />Ppj"T 'I <br />DATIM 10/21/16 <br />9CALH.'- 1/4"=1'-0" <br />EtIiEMT <br />3 <br />