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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 �' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />'.T. IX2 W/ MTL, DRIP EDGE <br />2x4 OR 2x(o SUB -BAND <br />PER ELEVATIONS <br />VENTED ALUM. SOFFIT <br />EMBED. STRAP VERIFY W/ <br />TRUSS PLAN <br />5/B' THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />WOOD - <br />CONSTRUCT <br />SEE ENERGY CODE FORMS <br />:OR INSULATION R-VALUES <br />' GYPSUM BOARD OR J' HIS <br />)TRENGTN CLG. BOARD <br />:ONC. FILLED LINTEL BLK W/ <br />1) "5 REBAR CONTINUOUS <br />'RECAST LINTEL <br />iEE ENERGY CODE FORMS <br />OR INSULATION R-VALUES <br />)INDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />PRECAST SILL <br />(1) "5 REBAR VERTICALLY <br />W/ CONIC, POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />m 16' O.G. <br />S' CMU <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />1—STORY <br />1 BLOCK WALL <br />SCALE: 3/4' = I'-O' <br />1/1( ' O.S.B. OR f CDX <br />TYVEK BUILDING WRAP <br />FORTIP15ER BLDG PAP <br />GALv'D MTL. LATH <br />1/8' TEXTURED <br />FINISH e WOOD <br />YB' TO %, MID WALL <br />WEEP SCREED <br />zQ <br />J <br />-8" CMU <br />-5/8' TEXTURED <br />FINISH m MASONRY <br />WEEP SCREED <br />-� DETAIL C) WOOD TO <br />BLOCK CONNECTION <br />f SCALE: 11/2'=I'-O' <br />8 NOT USED <br />IBERGLASS SHINGLES OVER <br />030 FELT PAPER INSTALLED <br />PER FBCR R905.2.1 ON 2' <br />0.5.B. SHEATHING OR J' 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 (SEE SEALED <br />TRUSS ENS. FOR SIZE 4 <br />CONDITION.) <br />O.S.B. SHEATHING OR j' <br />CDX PLYWOOD. ATTACHED <br />PER FASTENER SCHEDULE <br />ON SHEET D5 <br />1/8' THICK, 3 COAT <br />PORTLAND CEMENT PLASTER <br />OVER EXPANDED GALV'D <br />METAL LATH ON FORTIF15ER <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 />I 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 9 MID. <br />o. a. <br />POINT OF TRUSS SPAN, OR <br />10'-0' O.C. MAX. <br />SECURE 2x6 PT. PLATE TO <br />BLK W/ j'xV ANCHOR BOLT W/ <br />2" WASHER SET IN SIMPSON <br />IF <br />HIGH STRENGTH EPDXY -I' <br />EMBED. MIN. Q 32' CC MAX. <br />%' THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />w <br />DIRECTLY TO MASONRY <br />f <br />a- <br />�o <br />8' CMU <br />H' DRYWALL <br />1'X4' OR V>12' P.T. NAILER <br />OR MIN. SECURE <br />1,4 PJ cu <br />❑ <br />FRAME <br />TWRAME 4 4 EXTEND I <br />INTO BLOCK W/ V TAPCONS <br />OR DRIVE PIN <br />(MI K WANK .145 <br />LEAD SIZE _300 <br />❑ <br />MIN EMBEDMENT 1-Y' <br />WITHIN S' OF EACH END 4 IS' <br />O.C. 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 Y') <br />DOOR JAMB <br />TO BLOCK +3/4 OR +5/4 <br />A WINDOW TO BLOCK +3 4 OR +5 4 <br />SCALE: I'.I'•0' <br />2X4 IZI <br />SECURE TO BLOCK W. U.' <br />TAPCONS OR DRIVE PIN <br />MIN SWANK SIZE .We <br />MM. HEAD SIZE 300 <br />MR EMBEDMENT OVA') <br />WITHIN S' CF EACH END <br />4 <br />IS' O.C. MAX SPACING. <br />2X6: CEM <br />SECURE i0 BLOCK W!1•i(.' <br />SECURES OR DRIVE PM <br />(MIN SHANK SIZE J45 <br />❑ <br />MIN HEAD SIZE 300 <br />MIR EMBEDMENT IY') <br />WITHIN B' OF EACH END <br />4 <br />ID ' O.C. MAX SPACING. <br />8' OMU <br />2X8, ® <br />M' DRYWALL <br />SECURE TO BLOCK =-i{' <br />TAPCONS OR DRIVE PIN <br />1'x4. OR I'x2' P.T. NAILER <br />(MIN. SHANK SIZE JO <br />DOOR CASING <br />MIR HEAD 616 Jk70 <br />DOOR JAMB OR WINDOW <br />MIR EM3EDFENi I Y.') <br />ATTACH TO 2X PER <br />0 1 e' O: EACH END <br />WOO. MAX SPACING. <br />4 1"IANUPACTURES DETAILS. <br />NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) <br />DOOR JAMB TO BLOCK +1-1/2" <br />B WINDOW TO BLOCK +1-1 2" <br />SCALE: P.P.. <br />1—STORY GABLE <br />1A BLOCK WALL <br />SCALE: 3/4' =1' - 0' <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />1' 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 "5 REBAR VERTICALLY <br />W/ CONC. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />® 16' O.C. <br />8' CMU <br />I/2' GYP. WL. BD. <br />WOOD BASE <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 />RS05.2.1 ON <br />SHEATHING OR I' CDX <br />PRE-ENG GABLE TRUSS <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />ij12d's <br />CONT. 2x4 RAT RUN SECURED W/ (2) <br />P.T. Ix2 W/ MTL. DRIP EDGE <br />* EACH TRUSS <br />2x4 OR 2x6 SUB-BAND-J <br />TO BE INSTALLED 6 MID. POINT OF <br />PER ELEVATIONS TYP. <br />TRUSS SPAN, OR 10'-0' O.C. MAX. <br />VENTED ALUM. SOFFIT °H <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />STIFFBACK (SEE SEALED <br />j' GYPSUM BOARD OR J' <br />TRUSS ENS. FOR SIZE 4 <br />HIGH STRENGTH CLG. <br />CONDITION.) __ <br />BOARD <br />0.5.5. SHEATHING OR }' <br />2x4 NAILER <br />CDX PLYWOOD. ATTACHED <br />2x4 s 24' D.G. s INTERIOR <br />PER FASTENER SCHEDULE <br />KNEE WALL <br />ON SHEET D5 <br />1/8' THICK, 3 COAT - <br />CONC. FILLED LINTEL BLK W/ <br />PORTLAND CEMENT PLASTER <br />(1) "5 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) +B REBAR VERTICALLY <br />(SEE DETAIL 2) <br />W/ CONIC. 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 />0 1&' O.G. <br />SECURE 2x6 PT. PLATE TO <br />BLK W/ %'x9' ANCHOR BOLT <br />8' CMU <br />W/ 2' WASHER SET IN SIMPSON <br />I/2' GYP. WL. BD. <br />HIGH STRENGTH EPDXY 1' <br />WOOD BASE <br />EMBED. MIN. ® 32' OC MAX. <br />5THICK, 3 GOAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY w <br />�o <br />1—STORY GABLE <br />W/ VAULT CLG. <br />Uj_Bp_� BLOCK WALL <br />SCALE: 3/4' =1'-0' <br />NOTE: <br />PER FBCR 905.2.1 - 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 D22ro TYPE <br />II, ASTM D 48Fi9 TYPE Iv, OR ASTM D ro151 <br />2X4: CM <br />2X4: ® <br />2X4: CEO <br />SECURE TO BLOCK W' <br />SECURE TO BLOCK W/ V.- <br />SECURE TO BLOCK W//4'TAPC245 <br />OR DRIVE PM <br />TAF'CONS OR DRIVE PM <br />TAPCONS OR DRIVE PIN <br />(MIR SHANK SIZE .145 <br />(MIN. SHANK 812.E .145 <br />(MIN. SHANK SIZE .145 <br />MIN. HEAD SIZE 300 <br />MIN. HEAD SIZE 300 <br />MIN. HEAD SIZE 300 <br />MIN. EMBEDMENT I Y.') <br />WITHIN 8' OF EACH END <br />MIN. EMBEDMENT I Y.'1 <br />WITHIN B' OF EACH END 4 <br />MIN EMBEDMENT I Y4') <br />WITHIN 8' OF EACH END 4 <br />le, O.C. MAX SPACING, <br />B' Or— MAX SPACING. <br />IS' O.C. MAX SPACING. <br />2X6: ® <br />SECURE TO BLOCK W/JrN <br />OR DRIVE PM <br />NOTE: STRUCTURAL 1 2X MUSTREO <br />RE OUTSIDE SECURED <br />2X6:CEO <br />SECURE TO BLOCK WR-j(.' <br />DRIVE PM <br />❑ <br />NOTE: RAL 2X MUST <br />2x6: ® <br />SECURE TO BLOCK LLVI-V4' <br />OR DRIVE PIN <br />❑ <br />(MRTAPOONS <br />(MIN. SHANK SIZE .145 <br />THROUGH <br />TFtlRTAPC NON-STRUCTURAL <br />(MIN. SHANK SIZE <br />K <br />(MR SWANK <br />OUTSIDE <br />OUTSIDE 4 SECURED <br />(MIN. WANK <br />SHANK SIZE .145 <br />MIN. HEAD SIZE 300 <br />ij.' TAPCON MIN. I-Y.' <br />MIN HEAD SIZE 'q <br />0 <br />TEffHROUGH <br />OU <br />THRCUGN NON-STRUCTURAL <br />MIR <br />MRL HEAD SIZE 300 <br />MIN. EMBEDMENT I W) <br />EMBEDMENT INTO BLOCK <br />MIN EMBEDMENT I Y.') <br />i(.' TAPCON MIN I-V <br />MR EMBEDMENT I Y,') <br />WITHIN S' OF EACH END ( <br />e. R111 <br />WITHIN e' OF EACH END 4 <br />EMBEDMENT INTO BLOCK <br />WITHIN B' CF EACH END 4 <br />0. O.C. MAX SPACING. <br />A* DRYWALL <br />W O.C. MAX SPACING. <br />e, CI'41 <br />IB' O.C. MAX SPACING. <br />2XS. ® <br />1'X4. OR I'X2' P.T. NAILER <br />2X8: ® <br />DRYWALL <br />2XS: ® <br />TSAPCONS OR DCURE TO R VE PM <br />X.' CAB. x 4' MIN. <br />TTAAPc" CR DRIVE PCURE TO BLOCK M <br />1'X4' OR 1'X2' P.T. NAILER <br />I' <br />BLOCKCURE TO <br />TAPCONS OR DRIVE PIN 4• <br />(MIN. SHAW SIZE J45 <br />DOOR CASING <br />(MIN SHANK SIZE .140 <br />DOOR CASING <br />(MIN. SHANK SIZE .145 <br />MIN. HEAD SIZE me <br />DOOR JAMB OR WINDRW <br />MIN HSIZE 300 <br />DOOR JAMB OR WINDOWEAD <br />MIN HEAD SIZE 3I 0 <br />EMBEDMENT I EN <br />ATTACH TO IX PER <br />MR. EMBEDMENT I Y.') <br />ATTACH TO 2X PER <br />MIN. EMBEDMENT I Y.') <br />WIT <br />WITHIN 8' OF EACH END <br />IB' O.C. MAX SPACING. <br />MANUFACTURES DETAILS. <br />N w OF <br />is O e' OF EACH END <br />IB' O.G. MAX BPACRJG. <br />ATDETAILS. <br />WITHIN 8' OF EACH END 4 <br />B' O.C. MAX SPACING. <br />NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') <br />DOOR JAMB <br />TO BLOCK +1-15/16" <br />6. WINDOW TO BLOCK +1-15/16' <br />SCALE: <br />2X4: cm <br />SECURE TO BLOCK W( %' <br />TAPCONS OR DRIVE PM <br />(MIN. SHANK SIZE 30 <br />MIN HEAD SIZE 300 <br />MIN. EMBEDMENT I V) <br />WITHIN S' OF EACH END 4 <br />IS, O.C. MAX SPACING. <br />2X6: CEIM <br />SECURE TO <br />NOTE: MUST <br />TAPCOL4 OR DRI VE PM <br />OUTBIDSTRUCTURAL7X <br />RED <br />Be ON OUTSIDE 4 SECURED <br />MIN SHANK SIZE AS <br />THROUGH NON-STRUCTURAL <br />MIN HEAD SIZE 300 <br />%' TAPCON MIN 1-Y.' <br />MIN EMBEDMENT IV) <br />EMBEDMENT INTO BLOCK <br />WITHIN 8' CF EACH END 4 <br />8: cm <br />IB' O.C. MAX SPACING, <br />Y' DRYWALL <br />® <br />SECURE TO BLOCK W2-N(.' <br />I'X4' OR I'X2' P.T. NAILER <br />iAPCONS OR DRIVE PM <br />I' P.T. X 4' MIN. <br />MIR SWANK SIZE Ab <br />DOOR CASING <br />3 MM. 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 />18' O.C. MAX SPACING, <br />MANUFACTURES DETAILS, <br />NOTE: OHM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) <br />DOOR JAMB TO BLOCK +2 1/4" <br />D WINDOW TO BLOCK +2 1 4" <br />SCALE, <br />NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED)',') <br />DOOR JAMB TO BLOCK +3" <br />WINDOW TO BLOCK +3" <br />SCALE, <br />2X4: CO <br />SECURE TO BLOCK W/ <br />TAPCONS R DRIVE PM <br />O <br />(MIN. SHANK SIZE .145 <br />MIN HEAD SIZE 300 <br />MIN. EMBEDMENT OW) <br />N <br />WITHIN e' CF EACH END 1 <br />B' D.G. MAX SPACING. <br />NOTE. STRUCTURAL 2X MUST <br />BE ON OUTSIDE (OECURAD <br />TW <br />THROUC HNON-STRUCTURAL <br />2X6: ® <br />�(.' TAPGON MIN. Imo• <br />SECURE TO BLOCK W/2-%' <br />EMBEDMENT INTO BLOCK <br />TAPCONS OR DRIVE PIN <br />(MIN SHANK SIZE .We <br />❑ <br />S' CN'lJ <br />MIN. HEAD SIZE 300 <br />Y' DRYWALL <br />MIN. EMBEDMENT I Y.'1 <br />WITHIN S' OF EACH END 4 <br />1'X4' OR OW P.T. NAILER <br />W O.C. MAX SPACING. <br />2ND 2x SECURE TO <br />2X8: ® <br />STRUCTURAL MEMBER W/(2A: <br />SECURE TO BLOCK W/2 4%' <br />WITHIN S' CF EACH END 4 6' <br />TARCONS OR DRIVE PIN <br />TO 8' OL. MAX <br />(MIN. SHANK SIZE J45 <br />DOOR CASING <br />MIR HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MIR EMBEDMENT IV) <br />ATTACH TO 2X PER <br />WITHIN It OF EACH END 4 <br />MANUFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4' ) <br />DOOR JAMB TO BLOCK +3" <br />ri,1 WINDOW TO BLOCK +3" <br />1SCALE: I'.I'_0• <br />NOTE: STRUCTURAL 2X MIST <br />BE ON OUTSIDE 4 SECURED <br />THROUGH NON-STRUCTURAL <br />1/6' TAPOON MIN. I-V <br />EMBEDMENT INTO BLOCK <br />8• CMU <br />)5' DRYWALL <br />I'X4' OR %O' P.T. NAILER <br />x.' O.Sa X 4' MIN. <br />DOOR CASING <br />DOOR JAMB OR WIND <br />ATTACH TO 2X PER <br />MANUFACTURES DETAILS. <br />NOTE: BRIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4' ) <br />DOOR JAMB TO BLOCK +3-7/16" <br />WINDOW TO BLOCK +3-7/16" <br />v % SCALE: V.F-0' <br />2X4: CM <br />SECURE TO BLOCK WA'i <br />TAPCONS OR DRIVE PIN <br />(MIN. SHANK SIZE J45 <br />MIN HEAD SIZE 300 <br />MIN. EMBEDMENT I Yi ) <br />WITHIN 8' OF EACH END 4 <br />IB' O.C. MAX SPACING. <br />2X6: CEO <br />SECURE TO BLOCK W/I-V4' <br />TAPCONS OR DRIVE PIN <br />NOTE, STRUCTURAL 2. MUST <br />(MIN. SHANK SIZE J45 <br />BE ON OUTSIDE 4 SECURED <br />MIN HEAD SIZE 300 <br />THROUGH NON-STRUCTURAL <br />MIN EMBEDMENT I )'4') <br />il.' TAPCON MIN I-Y' <br />WITHIN 8. OF EACH END 4 <br />EMBEDMENT INTO BLOCK <br />IS' O.G. MAX SPACING. <br />S' CMN <br />2X8, ® <br />4 <br />)Y DRYWALL <br />SECURE TO BLOCK tUA-1/4' <br />TAPCONS OR DRIVE PIN <br />I'X4' OR 150' P.T. NAILER <br />(MIR SHANK SIZE J45 <br />I' P.T. X 4' MIN <br />MIR HEAD SIZE 300 <br />DOOR CASINGMREMBEDMENT <br />I), <br />WITHIN e' OF EACH END 4 <br />DOOR JAMB OR WINDOW <br />IN 10' O.C. MAX SPACG. <br />ATTACH TO 2X PER <br />MANUFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') <br />DOOR JAMB TO BLOCK +3 3/4" <br />H WINDOW TO BLOCK +3 3 4" <br />SCALE, <br />A R C N IT E C T t <br />6 <br />sign <br />Grou IR.. <br />L441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA HY: 0003325 <br />w <br />y <br />8 <br />N <br />x <br />0 <br />0 <br />N <br />0 <br />e <br />L8UBDIrv. e. r <br />.01 <br />rVERADO <br />OT 41 <br />LK 6 <br />P3od=T/ <br />04128.000-04161 <br />"DDSU <br />4EHB <br />"2605—HAYDEN" <br />GA1tA03C 8WDFG: <br />LEFT <br />PALM <br />MONOLITHIC <br />1—STORY <br />WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B <br />ARCHITECT: <br />DA� 10/19/17 <br />BCALlk 1 /4"=1'- 0" <br />N*EIMT <br />3 <br />