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FIBERGLASS SHINGLES <br />OVER 630 FELT PAPER <br />INSTALLED PER FBCR <br />R9052.1 ON �,' O.S.S. <br />SHEATHING OR I' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />�.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 />TRU55 PLAN <br />%' THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />WOOD <br />CONSTRUCTIC <br />TEE ENERGY CODE FORMS <br />;OR INSULATION R-VALUES <br />' GYPSUM BOARD OR j' HIG <br />TRENGTH CLG. BOARD <br />:ONC. FILLED LINTEL ELK W/ <br />1) "5 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 />(I) 05 REBAR VERTICALLY <br />W/ CONC, POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />a 16' O.C. <br />8' CMU <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />1—STORY <br />1 BLOCK WALL <br />mw OS.B. OR }' CDX <br />TYVEK BUILDING WRAP <br />FORTIFIBER SLOG PAP <br />GALV'D MTL. LATH <br />1/8' TEXTURED <br />FINISH o WOOD <br />Ys' TO % MID WALL <br />WEEP SCREED <br />Z(L <br />1_ J <br />-8' CMU <br />-5/8' TEXTURED <br />FINISH a MASONRY <br />WEEP SCREED <br />DETAIL C WOOD TO <br />SCALE: <br />FIBERGLASS SHINGLES OVER <br />030 FELT PAPER INSTALLED <br />PER FBCR "0521 ON 16' <br />O.S.B. SHEATHING OR 1, 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 ENG. 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 />115' 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.G. MAX <br />2x4 BLOCKING BETWEEN <br />TRUSSES WHERE 'X' BRA <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 />TYR TO BE INSTALLED a MID. <br />o. <br />— POINT OF TRUSS SPAN, OR <br />10'-O' O.C. MAX. <br />SECURE 2x6 PT, PLATE TO <br />BLK W/ }'x9' ANCHOR BOLT W/ <br />2' WASHER SET IN SIMPSON <br />HIGH STRENGTH EPDXY 1' <br />EMBED. MIN. e 32' OC MAX. <br />%' THICK, 3 COAT <br />PORTLAND CEMENT <br />�' d <br />PLASTER APPLIED <br />W <br />L <br />DIRECTLY TO MASONRY <br />mo <br />B' CMU <br />V DRYWALL <br />I'X4' OR I'X2• P.T. NAILER <br />P.T. OR MIN. BEG URE <br />❑ <br />THRU <br />THFRAME 1 EXTEND I-Y.' <br />E <br />INTO BLOCK W/ 3{.' TAPCONS <br />OR DRIVE PIN <br />(MIN. SHANK SIZE 146 <br />HEA MN D SIZE ° 0 <br />❑ <br />MIN EMBEDMENT 1-Al <br />WITHIN a. OF EACH END 1 18' <br />O.C. MAX SPACING <br />DOOR CASING <br />DOOR JAMB OR WINDOW <br />ATTACH TO 2X PER <br />MANUFACTURES DETAILS. <br />NOTE: BRIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y) <br />DOOR JAMB <br />TO BLOCK +3/4 OR +5/4 <br />�1 WINDOW TO BLOCK +3/4 OR +5/4 <br />SCALE: <br />2X4: 10 <br />SECURE TO BLOCK UY i(1• <br />TAPCONB OR DRIVE PIN <br />(MIN. SHANK SIZE .10 <br />MIN. HEAD SIZE 300 <br />MIN. EMBEDMENT I Y•) <br />WITHIN $' OF EACH END 1 <br />IS' D.C. MAX 9PACMG. <br />2X6: clim <br />SECURE TO BLOCK Ill//-%' <br />TAPCONS OR DRIVE PIN <br />(MIN. SHANK SIZE .145 <br />MIL HEAD SIZE 300 <br />MIN. EMBEDMENT I Y') <br />WITHIN S' OF EACH END 1 <br />B' OZ. MAX SPACING.*I'X4' <br />S, CMIJ <br />2X8: C� <br />DRYWALL <br />SECURE TO BLOCK W/2 <br />iAPCON9 OR DRIVE PINIh' <br />OR 1'-' P.T. NAILER <br />MIN, SHAW SIZE .W6DOOR <br />CABMfiMR <br />HEAD SIZE 300'DOOR <br />JAMB OR WINDOW <br />MIN. EMBEDMENT I S <br />WITHIN S' OF EACH END / <br />ATTACH TO 2X PER <br />IB' OL. MAX SPACING. <br />MANFACTUREB DETAILS. <br />1—STORY GABLE <br />�A BLOCK WALL <br />SCALE: 3/4'-1'-0' <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />i' GYPSUM BOARD OR }' <br />HIGH STRENGTH CLG. <br />BOARD <br />CONC. FILLED LINTEL BLK I <br />(1) 15 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) S REBAR VERTICALLY <br />W/ CONC, POURED CELL <br />Ix2 P.T, FURRING STRIPS <br />a I6' O.C. <br />8' CMU <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />2x4: CM <br />SECURE TO BLOCK W( 36- <br />TAPCONS OR DRIVE PIN <br />(MIN. SHANK SIZE .145 <br />MIN HEAD SIZE 900 <br />MR EMBEDMENT I Y') <br />WITHIN S' OF EACH END / <br />18' O.C. MAX SPACING. <br />2X6: CEM <br />SECURE TO BLOCK W/2-36 <br />TAPCONS OR DRIVE PIN <br />NOTE: STRUCTURAL 2X "AT <br />BE ON OUTSIDE 1 SECURED <br />(MIK SHANK SIZE .145 <br />THROUGH NON-07111UCTIIRAL <br />MIL HEAD SIZE JIM <br />3{>' TAPCON MN I-Y.' <br />MM. EMBEDMENT I Y') <br />EMBEDMENT INTO BLOCK <br />WITHIN S' OF EACH END / <br />e• Cm <br />k:V <br />B' OC. MAX SPACING. <br />DRYWALL <br />2XS: ® <br />I'X4. OR I•X2' P.T. NAILER <br />SECURE TO BLOCK W/1-3f�' <br />TAPCONB oR DRIVE PM <br />�' Obd X 4' MIN. <br />(MIK SHANK SIZE .HS <br />DOOR CASING <br />MIN. HEAD SIZE 300 <br />MIN. EMBEDMENT I )W) <br />DOOR JAMB OR WINDOW <br />WITHIN S' OF EACH END 1 <br />ATTACH TO 2X PER <br />B' OC. MAX SPACING. <br />MANUFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Y') <br />DOOR JAMB TO BLOCK +1-15/16" <br />WINDOW TO BLOCK +1-15/16" <br />SCALE: <br />2x4: CM <br />SECURE TO BLOCK W1 3L• <br />TAPCONB OR DRIVE PIN <br />(MIN. SHANK SIZE ,I45 <br />MIN, HEAD SIZE 300 <br />MIN. EMBEDMENT I Y') <br />WITHN 8' OF EACH END 1 <br />I8' O.G. MAX SPACING <br />2X6: cm <br />SECURE TO BLOCK Ul l- , <br />NOTE: STRUCTURAL 2X MUST <br />TAPCCNS OR DRIVE PM <br />❑ <br />BE ON OUTSIDE / SECURED <br />(MIN. SWANK SIZE J45 <br />THROUGH NON-STAUCTURAL <br />MIN HEAD 812E 300 <br />%' TAPCON MN. 1-Y' <br />MIN. EMBEDMENT Ow) <br />EMBEDMENT INTO ESLOCK <br />WITHIN 8. O° EACH END / <br />B. CMIJ <br />B' O.C. MAX SPACING. <br />K' DRYWALL <br />2xS: ® <br />SECURE TO BLOCK W/2-V <br />I'X4. OR 1•X2' P.T. NAILER <br />TAPCONB OR DRIVE PM <br />I' P.T. X 4' MIN. <br />(MIN 9HANK 812E .141 <br />DOOR CASING <br />MkHEAD SIZE 300 <br />DOOR JAMD OR WINDOW <br />MIN EMBEDMENT IV) <br />ATTACH TO 2x PER <br />WRHN It OF EACH END 1 <br />HANUFACTUREB DETAILS. <br />NOTE: 8HIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) NOT& SHIM A8 NEEDED TO PLUMB JAMB (DO NOT EXCEEDV• <br />���NOT USED DOOR JAMB TO BLOCK +1-1/2" DOOR JAMB TO BLOCK +2 1/4" <br />%� WINDOW TO BLOCK +1-1/2" �� WINDOW TO BLOCK +2 i/4 <br />B SCALE: 1,0,-0' D SCALE: I'.P-0' <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 �,' O.-Se. <br />SHEATHING OR I' 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 EDGEJ <br />12d's a EACH TRUSS <br />2x4 OR 2x6 SUB -BAND m. <br />TO BE INSTALLED a MID. POINT OF <br />PER ELEVATIONS TYP. <br />TRUSS SPAN, OR 10'-0' O.C. MAX. <br />VENTED ALUM. SOFFIT <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-vALUES <br />STIFFBACK (SEE SEALED <br />I' GYPSUM BOARD OR <br />TRUSS ENG. FOR SIZE E <br />HIGH STRENGTH CL(S. <br />CONDITION.) <br />BOARD <br />O.S.B. SHEATHING OR }' <br />2x4 NAILER <br />CDX PLYWOOD. ATTACHED <br />PER FASTENER SCHEDULE <br />2x4 a 24' O.C. a INTERIOR <br />ON SHEET D5 <br />KNEE WALL <br />1/6' THICK, 3 COAT <br />CONC. FILLED LINTEL BLK W/ <br />PORTLAND CEMENT PLASTER <br />(1) 115 REBAR CONTINUOUS <br />OVER EXPANDED GALV E) <br />METAL LATH ON FORTIFIBER <br />PRECAST LINTEL <br />X <br />JGRADE <br />WINDOW ATTACHMENT AS <br />PAPER OVER TYVEK <br />PAPER <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/ }'x9' ANCHOR BOLT <br />8' CMU <br />W/ 2' WASHER SET IN SIMPSON <br />1/2' GYP. WL. BD. <br />HIGH STRENGTH EPDXY 7' 1 <br />WOOD BASE <br />EMBED. MIN. a 32' Or- MAX. <br />%' THICK, 3 COAT <br />PORTLAND CEMENT <br />1 as <br />PLASTER APPLIED 1 <br />DIRECTLY TO MASONRY w L <br />z� <br />�o <br />1—STORY GABLE <br />W/ VAULT CLG. <br />Uj—pB—� BLOCK WALL <br />SCALE: 3/4' =1'-O' <br />2x4: 0M <br />SECURE TO BLOCK W/ <br />TAPOONS OR DRIVE PM <br />(MIN. SHANK SIZE .145 <br />MIN. HEAD SIZE 300 <br />MN. EMBEDMENT IV) <br />THIN 8' OF EACH END 1 <br />to O.C. MAX SPACING. <br />2X6, CEO <br />SECURE TO BLOCK W/ta(.' <br />(APCONs OR DRIVE PM <br />NOTE: 9TRU2X HUST <br />(MIN. SHANK SIZE <br />OUTSIDE 4 <br />ON OUTSIDE /SECURED <br />RED <br />MM. HEAD 912E 300 <br />0 <br />TW <br />THRIX(3H NON-STRUCTURAL <br />MIN. EMBEDMENT I V) <br />WITHIN 8' OF EACH END 1 <br />34' TAFCON MR I-Y' <br />EMBEDMENT INTO BLOCK <br />IB' O.C. MAX SPACIN,. <br />B Q„ <br />2XS, ® <br />K' DRYWALL <br />SELRE TO BLOCK WR-3fi' <br />TAPCONS OR DRIVE PIN <br />1'X4' OR I'-' P.T. NAILER <br />(MIL SHAW, SIZE J45 <br />DOOR CASING <br />MIN HEAD SIZE 3CO <br />DOOR JAMB OR WINDOW <br />MIN EMBEDMENT I <br />EN <br />ATTACH TO 2X PER <br />WITHIN e' OF EACH END 1 <br />S. O.C. MAX B,ACW <br />MANUFACTURES DETAILS. <br />NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4' ) <br />DOOR JAMB TO BLOCK +3" <br />WINDOW TO BLOCK +3" <br />SCALE: <br />2X4: CM <br />SECURE TO BLOCK UP 3(H' <br />TAPCONS OR DRIVE PIN <br />(MIN. SHANK SIZE .1411 <br />MIN. HEAD 812.E 300 <br />MIN. EMBEDMENT I Y•) <br />WITHIN S' OF EACH END / <br />B' O.C. MAX BPACMG <br />NOTE: STRUCTURAL 2x MUST <br />BE ON OUTSIDE 1 SECURED <br />2x6: ® <br />THROUGH NON-STRUCTURAL <br />%' TAPCON MIN. I-Y- <br />9ECURE TO BLOCK UI/1-i(.' <br />M <br />1APCONB OR DRIVE PI; <br />❑ <br />EMBEDMENT INTO BLOCK <br />(MIN. SHANK SIZE J49 <br />8' CMpI <br />MIN HEAD SIZE 300 <br />Y' DRYWALL <br />MIL EMBEDMENT I Y.•) <br />WITHIN 8' OF EACH END 1 <br />I'X4' CR 1'X2' P.T. NAILER <br />16' O.C. MAX BPACNGM. <br />2ND 2X SECURE TO <br />2X8: ® <br />f4MIN. <br />STRUCTURAL MEMBER Wl(2A2a <br />9ECIIRE t0 %OCK W/1-3y' <br />WITHIN B' OF EACH END / 6' <br />TAPCONS OR DRIVE PIN <br />TO B' O.C. MAX <br />MIN. SHAW 812E JAS <br />DOOR C46ING <br />MEAD SIZE 900 <br />DOOR JAMB OR WNIDOW <br />MIR EMBEDMENT I Y.'1 <br />ATTACH TO 2X PER <br />16' O 8' MAXEACH END 1 <br />b' O.C. X SPACING <br />MANUFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED)5') <br />DOOR JAMB TO BLOCK +3" <br />%1 WINDOW TO BLOCK +3" <br />JSCALE: I'.I•_0• <br />NOTE: <br />PER FBCR 8052.1 - FOR ROOF SLOPES 2:12 TO <br />LE55 THAN 4:12, A (2) LAYER UNDERLAYMENT <br />SYSTEM IS REQUIRED, FOR ROOF SLOPES OF <br />4:12 OR GREATER, (1) LAYER UNDERLAYMENT 15 <br />PERMITTED BUT MUST BE PER ASTM D226 TYPE <br />11, ASTM D 48613 TYPE IV, OR ASTM D 6151 <br />2X4, CM <br />SECURE TO BLOCK WAY <br />TAPCONS OR DRIVE PM <br />(MIN. SWANK SIZE 345 <br />MIL HEAD SIZE 300 <br />MN EMBEDMENT I Yj') <br />WITHIN 8' OF EACH END 1 <br />18. O.C. MAX SPAONG. <br />SE ® <br />SECURE TO BLOCK WPIN <br />NOTE: STRUCTURAL 2X MUST <br />DRIVE PM <br />BE ON OUTSIDE 1 SECURED <br />(MPCON8 K <br />(MINI A SIZE .145 <br />THIEOYH NON-STRUCTURAL <br />MIN HEAD 812E 300 <br />E S <br />N HIN I-B <br />MM. EMBEDMENT IY,') <br />EMBEDMENT INTO BLOCK <br />EMBEDMENT <br />WITHIN 8' OF EACH END 4 <br />IS' O.C. MAX SPACING. <br />6• CfMl/ <br />2X8, C� <br />K• DRYWALL <br />SECURE TO BLOCK W/1-1/4' <br />I'X4' OR 1-,4' P.T. NAILER <br />TAPCONB OR DRIVE PIN <br />k.' O.SB. X 4' MIN <br />(MIN. SHANK SIZE .145 <br />MIN HEAD 812E 300 <br />DOOR CABBY <br />MIN EMBEDMENT <br />WITHIN 8' OF EACHI END 1 <br />DOOR JAMB OR WINDOW <br />ATTACH TO 2X PER <br />IS. OC. MAX SPACNG.. <br />MANUFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y.') <br />DOOR JAMB TO BLOCK +3-7/16" <br />G WINDOW TO BLOCK <br />+3-7 16" <br />SCALE: 1'.1'•0' <br />2X4: CM <br />SECURE TO BLOCK Wb.' <br />TAPCONS OR DRIVE PIN <br />(MIN. SHANK SIZE .145 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT I Y') <br />WITHIN 8' OF EACH END 1 <br />IB' O.C. MAX SPACING. <br />2X6: CEO <br />BE RE TO BLOCK W/1-114' <br />TAPCONS OR DRIVE PM <br />NOTE, STRUCTURAL 2X -ST <br />(MIN. SHANK SIZE .145 <br />BE ON OUTSIDE / SECURED <br />MR HEAD SIZE 300 <br />THROYaH NON-STRUCTURAL <br />MM. EMBEDMENT I Y:) <br />V TAP -CON MIN. I-Y' <br />WITHIN 8' OF EACH END 1 <br />EMBEDMENT NTO BLOCK <br />IS Cr— MAX SPACING. <br />B' CMU <br />2X8: C = <br />V DRYWALL <br />SECURE TO BLOCK W/1-U4' <br />TAPCONS OR DRIVE PIN <br />I'-' OR I'-* P.T. NAILER <br />(MIN SHANK SIZE J45 <br />X 4' MN. <br />MIN. HEAD SIZE 300 <br />DOOR GAGING <br />MIN EMBEDMENT I Y.'1 <br />WITHIN S' OF EACH END 4 <br />DOOR JAMB OR WINDOW <br />IS• O.C. MAX SPACING. <br />ATTACH TO 2X PER <br />MANUFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED W) <br />DOOR JAMB TO BLOCK +3 3/4" <br />Tj�WINDOW TO BLOCK +3 3/4" <br />SCALE: V-P-0' <br />s 0 11 1Tr . 0 re <br />L441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32780 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.a DdBalgngroup.00m <br />AA S: 0003325 <br />n <br />z <br />a <br />a <br />0 <br />0 <br />F <br />0 <br />3 <br />BVSD2V. 8. LOT: <br />SILVERADO <br />LOT #1 <br />BLK #6 <br />Irnojmw <br />04128.000-00161 <br />UO3D= : <br />4EHB <br />"2605—HAYDEN" <br />GARAGE Bwsria: <br />RIGHT <br />PAGIM <br />MONOLITHIC <br />1—STORY <br />WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B <br />ARCHITECT: <br />STATE OF ELMA <br />DwR 10/20/17 <br />BCAIM 1/4"=1'-0" <br />BlimmT <br />D 3 <br />