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FIBERGLASS SHINGLES <br />OVER •30 FELT PAPER <br />INSTALLED PER FBCR <br />R90521 ON I6' O.S.B. <br />SHEATHING OR �' 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 />w <br />Z0 <br />3EE ENERGY CODE FORMS <br />:OR INSULATION R-vALUES <br />' GYPSUM BOARD OR }' HIG <br />,TRENGTH 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 />11NDOW 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 />0 16' O.G. <br />8' CMU <br />I/2' GYP. WL. BD. <br />WOOD BASE <br />1—STORY <br />1 BLOCK WALL <br />SCALE: 3/4' =1' -0' <br />1116' O.S.B. OR ¢' CDX <br />TYVEK BUILDING WRAP <br />FORTIFIBER BLDG PAF <br />GALV'D MTL. LATH <br />1/8' TEXTURED <br />FINISH ® WOOD <br />3/6' TO %' MID WALL <br />WEEP SCREED <br />Z a <br />� J <br />-8' CMU <br />-5/8' TEXTURED <br />FINISH 6 MASONRY <br />WEEP SCREED <br />DETAIL CC WOOD TO <br />2 LuV 5 r- l u"`4 <br />SCALE: 1 1/2' = V- 0' <br />a' CMU <br />)'DRYWALL <br />FIBERGLASS SHINGLES OVER <br />030 FELT PAPER INSTALLED <br />PER FBCR R90521 ON J' <br />O.S.B. SHEATHING OR 2 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 />Ib O.S.B. SHEATHING OR <br />CD <br />X 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 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 />2x4 BLOCKING BETWEEN <br />TRUSSES WHERE 'X' BR/ <br />IS PRESENT <br />PRE-ENG GABLE TRUSS <br />2x4 NAILER <br />CONT. 2x4 RAT RUN SECURE <br />-m' W/ (2) 12d's is EACH TRU55 <br />TYFI, TO BE INSTALLED o MID. <br />o a. POINT OF TRUSS SPAN, OR <br />10'-0' O.G. MAX. <br />SECURE GABLE TO 2x6 P.T,_f <br />PLATE W/ 12d's 8' O,G, MAX <br />4 <br />SECURE 2x& PT. PLATE TO <br />I, <br />BLK W/ j'x9' ANCHOR BOLT W/ <br />2' WASHER SET IN SIMPSON <br />HIGH STRENGTH EPDXY 1' <br />_ <br />EMBED. MIN. -m 32' OC MAX. <br />%' THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MA50NRY <br />❑I <br />3:: v <br />zo <br />I'X4' OR I'X2' P,T, NAILER <br />P.T. ORE MIN, SECURE <br />TW <br />THRI FRAME 4 EXTEND I <br />E <br />INTO BLOCK W/ Y' TAPCONS <br />OR DRIVE PIN <br />(MIN. SHANK SIZE 145 <br />MIN HEAD 912E 300 <br />a <br />MIN EMBEDMENT I-V <br />WITHIN V OF EACH END 4 1. <br />OC. MAX SPACING <br />DOOR CASING <br />DOOR JAMB OR WINDOW <br />ATTACH TO 2X PER <br />MANFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB lDO NOT EXCEED).') <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: CM <br />SECURE TO BLOCK W/ �6' <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 />IV D.C. MAX SPACING. <br />2X6: <br />SECURE TO BLOCK W/2-% <br />OR DRIVE PIN <br />DRIVE <br />(MIN SWS <br />(MIN. SHANK SIZE .146 <br />❑ <br />MIN. HEAD SIZE -100 <br />MIN. EMBEDMENT IYJ <br />WITHIN 8' OF EACH END 4 <br />18' O.C. MAX SPACING, <br />' <br />8CMU <br />® <br />WALL <br />1$' DRYECURE <br />SECURE TORBLOCK DRIVE PIN <br />S OR DRIVE PIN <br />I'X4' OR I'X2' P.T. NAILER <br />eMIK SH <br />(MIN. SHANK SIZE 145 <br />DOOR CASING <br />MIN. HEAD SIZE -0m <br />DOOR JAMB OR WINDOW <br />MIN. EMBEDMENT 1 Y.') <br />ATTACH TO 2X PER <br />WITHIN 8' OF EACH END 1 <br />B' OC. MAX SPACING. <br />MANFACTURES 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 + <br />1-11 2" <br />SCALE: F.P.. <br />1—STORY GABLE <br />BLOCK WALL <br />fly SCALE: 3/4'=1'-O' <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) "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 />(1) 05 REBAR VERTICALLY <br />W/ CONC. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />Im Iro' O.C. <br />8' CMU <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES - <br />OVER *30 FELT PAPER <br />INSTALLED PER FBCR <br />R905.2.1 ON �' O.SB- <br />SHEATHIN6 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 AT ALL <br />UPRIGHTS OVER 4'-10' <br />HIGH (SEE SEALED EN6. <br />FOR SIZE 4 CONDITION.)- <br />16 0.5.5- SHEATHING OR }- <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' <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 8' O.C. MAX <br />SECURE 2x& PT. PLATE TO <br />BLK W/ 2'x9' ANCHOR BOLT <br />W/ 2' WASHER SET IN 51MP5ON <br />HIGH STRENGTH EPDXY 1' <br />EMBED. MIN. o 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 />12d's 0 EACH TRUSS <br />-m, TO BE INSTALLED e MID. POINT OF <br />TYP, TRUSS SPAN, OR 10-0' O.C- MAX. <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-vALUES <br />j' GYPSUM BOARD OR 7 <br />HIGH STRENGTH CLG. <br />BOARD <br />2x4 NAILER <br />2x4 aT 24' O.G. 6T INTERIOR <br />KNEE WALL <br />CONC. FILLED LINTEL BLK W/ <br />(1) 05 REBAR CONTINUOUS <br />DIRECTLY TO MASONRY \ <br />Zall <br />ki <br />0 <br />1—STORY GABLE <br />W/ VAULT CLG. <br />BLOCK WALL <br />11J SCALE: 3/4'=1'-0' <br />PRECAST LINTEL <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <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.G. <br />8' CMU <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />NOTE: <br />PER FBGR 90521 - 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 b151 <br />2X4: ® <br />2X4: ® <br />2X4: CEO <br />SECURE TO BLOCK W/ V.• <br />TAPCONS OR DRIVE PIN <br />SECURE TO BLOCK W/ A(+' <br />TAPCONS OR DRIVE PIN <br />SECURE TO BLOCK Wb1' <br />TAPCONS OR DRIVE PIN <br />(MIN. SHANK SIZE J45 <br />(MIN. SHANK SIZE J45 <br />(MIN. SHANK SIZE J45 <br />MIN. HEAD SIZE 300 <br />MIN, HEAD SIZE 300 <br />MIN HEAD SIZE 300 <br />MIN. EMBEDMENT I Y") <br />MIN. EMBEDMENT I Y') <br />MIN EMBEDMENT I Y') <br />WITHIN 8. OF EACH END 4 <br />WITHIN 8' CF EACH END 4 <br />WITHIN 8' OF EACH END 4 <br />IS' OC. MAX SPACING, <br />ID OC. MAX SPACING, <br />IS' or. MAX SPACING. <br />2X6: ® <br />SECURE TO BLOCK W/2-j(' <br />TAPCONS OR DRIVE PIN <br />NOTE: STRUCTURAL 2X MUST <br />BE ON OUTSIDE 1 SECURED <br />2X6: ® <br />SEGIRE TO BLOCK W/2-11' <br />TAPCCNS CR DRIVE PIN <br />❑ <br />NOTE: STRUCTURAL 2X MUST <br />2X6: ® <br />SECURE TO BLOCK W/I-I/4' <br />TAPCONS OR DRIVE PIN <br />❑ <br />(MIN. SHANK SIZE .145 <br />THROUGH NON-STRUCTURAL <br />(MIN. SHANK SIZE J45 <br />BE ON OUTSIDE + SECURED <br />(MIN. SHANK SIZE .145 <br />MIN. HEAD SIZE 300 <br />'Yy' TAPCON MIN. I-V <br />MIN. HEAD SIZE 300 <br />THROUGH NON-STRUCTURAL <br />MIN HEAD SIZE 300 <br />MIN. EMBEDMENT I V) <br />EMBEDMENT INTO BLOCK, <br />MIN. EMBEDMENT I)/') <br />j(' TAF--M MIN I-V <br />MIN. EMBEDMENT Y'1 <br />WITHIN 8' OF EACH END 4 <br />Qyu <br />WITHIN 8' OF EACH END 4 <br />EMBEDMENT INTO BLOCK <br />WITHIN 8. OF EACH END 4 <br />IS' OC. MAX SPACING. <br />J5' DRYWALL <br />r�V <br />IS' O.C. MAX SPACWC <br />a, CMU <br />1V O,C. MAX SPACING. <br />2X8: ® <br />I'X4' OR 1'X2' P.T. NAILER <br />2X8: ® <br />DRYWALL <br />2X8: CEM <br />SECUF£ TO BLOCK WPN <br />TAPCONS OR DRIVE PIN <br />J(s' 03B. X 4' HM�L <br />SECURE TO BLOCK W2- <br />OR DRIVE PIN <br />TAIN. <br />I' <br />I'X4' OR I'k2' P.T. NAILER <br />SECURE TO BLOCK I -IN 4' <br />TAPCONS OR DRIVE PIN <br />(MIN. SHANK SIZE .145 <br />DOOR CA5MG <br />SH <br />(MIN. SHANK SIZE .145 <br />DOOR CASING <br />(MIN. SHANK SIZE J45 <br />MIN, HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MIN. HEAD SIZE Jl00 <br />DOOR JAMB OR WRHDOU <br />MIN. HEAD SIZE 300 <br />ATTACH TO ZX PER <br />yl <br />ATTACH TO 2X PER <br />MIR EMBEDMENT <br />ENACNyEND <br />WITHIEMEiEDNIENT H END 1 <br />IS' O.C. MAX SPACING, <br />MAN -FACTURES DETAILS. <br />MTHINHEOF EEACH END 4 <br />B' OC. MAX SPACING. <br />MANUFACTURES DETAILS. <br />WITHIN + <br />IV O.G. MAX SPACING. <br />NOTE: SHIM AS NEEDED TO PLUNK JAMB (DO NOT EXCEED Ys') <br />DOOR JAMB TO BLOCK +1-15/16" <br />WINDOW TO BLOCK +1-15/16" <br />SCALE: 1'•1'-0' <br />2X4: CRI <br />SECURE TO BLOCK W/ 1' <br />TAPCONS OR DRIVE PIN <br />(MIN, SHANK SIZE 345 <br />MIN, HEAD SIZE '00 <br />MIN. EMBEDMENT I Y'7 <br />WITHIN 8' OF EACH END / <br />IV O.C. MAX SPACING. <br />2X6: <br />SECURE TO <br />NOTE: STRUCTURAL 2X MST <br />TAPCONS OR DRIVE PIN <br />BE ON OUTSIDE 4 5EQIRED <br />(MIN. SHANK SIZE J45 <br />THROUGH NON-STRUCTURAL <br />MIN. HEAD SIZE 300 <br />W,' TAPCON MIN. 1-V <br />MIN. EMBEDMENT 10 <br />EMBEDMENT INTO BLOCK <br />WITHIN 8. OF EACH END 4 <br />a' CMIJ <br />IS' OG. MAX SPACING. <br />Y DRYWALL <br />2X8: CM <br />I'' X4' OR I'W' P.T. NAILER <br />SECURE TO BLOCK W/2-Gi(' <br />TAPCONS OR DRIVE PIN <br />I' P.T. X 4' MIN. <br />(MIN. SHAW SIZE J45 <br />DOOR CASING <br />MIN. HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MIN. EMBEDMENT I W) <br />ATTACH TO 2X PER <br />WITHIN 8' OF EACH END + <br />B• O.G. MAX SPACING. <br />MANUFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUNK JAMB (DO NOT EXCEED Y') <br />DOOR JAMB TO BLOCK +2 1/4" <br />D WINDOW TO BLOCK +2 1/4" <br />L SCALE: I'.I'-0' <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) <br />DOOR JAMB TO BLOCK +3" <br />WINDOW TO BLOCK +T <br />L SCALE: 1'•1'-0' <br />2X4: CEO <br />SECURE TO BLOCK W/ 34' <br />TAPOONS OR DRIVE PIN <br />(MIN. SHANK SIZE J45 <br />MIN. HEAD SIZE 300 <br />MIN EMBEDMENT I Y <br />WITHIN 8' EN <br />ACX <br />EH END < <br />NOTE: STRUCTURAL 2X MUST <br />IV O.G. MAX SPACING. <br />BE O4 OUTSIDE 1 SECURED <br />TW <br />THROUGH NON-STRUCTURAL <br />2X6: ®' <br />TAPCON MIN..i-YI-Y' .' <br />SECURE TO BLOCK W/2;I34' <br />EMBEDMENT INTO BLOCK <br />TAPCONS OR DRIVE PIN <br />(MIN. SWANK SIZE J45 <br />8' CMU <br />MIN. HEAD SIZE 300 <br />J' DRYWALL <br />MIN EMBEDMENT 1 Y'1 <br />WITHIN a' OF EACH END 4 <br />I'X4' OR 1'XV P.T. NAILER <br />IV OC. MAX SPACING, <br />21,10 2X SECURE TO <br />2X8: ® <br />STRUCTURAL MEMBER WK2)12d <br />SECURE TO BLOCK W/J-%' <br />WITHIN 8' OF EACH END + 6' <br />TAPCONS OR DRIVE PIN <br />TO 8' Or- MAX <br />(MIN SHANK SIZE J45 <br />DOOR CASING <br />MIN. 14EAD SIZE -100 <br />M. EMBEDMENTgiiACH <br />DOOR JAMB OR WINDOW <br />WITHIN 8' OF EACH END + <br />TO 2X PER <br />Is, O.G. MAX SPACING. <br />MANUFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y.') <br />DOOR JAMB TO BLOCK +T <br />WINDOW TO BLOCK +3" <br />SCALE: I'.I'-0' <br />NOTE: STRUCTURAL 2X MUST <br />Be ON OUTSIDE 4 SECURED <br />THROUGH NON-5TRUCTUURAL <br />V TAPCON MIN. I-V <br />EMBEDMENT INTO BLOCK <br />8' CNN <br />If' DRYWALL <br />I'X4' OR I'JCJ' P.T. NAILER <br />V OSB. X 4' MIN. <br />DOOR CASING <br />DOOR JAMB OR WINDOW <br />ATTACH TO 2X PER <br />MANJFACTURE5 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 />SDALE: I'.I'-0' <br />2X4: <br />SECURE TO BLOCK WA:' <br />TAPCON5 OR DRIVE PIN <br />(MIN. SHANK SIZE J45 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT I Y4•) <br />WITHIN 8' OF EACH END 4 <br />18' OL. MAX SPACING. <br />2X6: CEM <br />SECURE TO BLOCK W/1.1/4' <br />TAPCONS OR DRIVE PIN <br />NO STRUCTURAL 2X MUST <br />(MIN. SHANK SIZE .145 <br />BE ON OUTSIDE 4 SECURED <br />MIN, HEAD SIZE 300 <br />THROUGH NON-STRUCTURAL <br />MIN, EMBEDMENT Y'1 <br />i(.' TAPCON MIN 1-Y.' <br />WITHIN 8' OF EACH END 4 <br />EMBEDMENT INTO BLOCK. <br />IS, OC- MAX SPACING, <br />8' OI'1U <br />2XS: ® <br />JS' DRYWALL <br />SECURE TO BLOCK W/1-1/4' <br />TAPCONS OR DRIVE PIN <br />I'X4' OR I'X2' P.T. NAILER <br />(MIN SHANK SIZE .145 <br />1' P.T. X 4' MIN <br />MIN HEAD SIZE 300 <br />DOOR CASING <br />MIN EMBEDMENT 1 Y') <br />WITHIN 8' OF EACH END 4 <br />DOOR JAMB OR WINDOW <br />IS' OC. MAX SPACING. <br />ATTACH TO 2X PER <br />MANFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y•) <br />DOOR JAMB TO BLOCK +3 3/4" <br />LT WINDOW TO BLOCK +3 3 4" <br />SCALE: <br />A Y r Y IT F r T 4 <br />Design <br />Grou .nc. <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAK 407-774-4078 <br />www,a bdesigngroup,com <br />AA #: 0003325 <br />w <br />m <br />w <br />y <br />2 <br />a <br />0 <br />0 <br />w <br />i <br />m <br />9VHDIV. Z LOT. <br />SILVERADO <br />LOT 12 <br />BLK 1 <br />PROJEC <br />04128.00 —12001 <br />MODEL <br />4EBB <br />"1828— CALI" <br />GARAGE S'WMG: <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 />N <br />F <br />11/02/16 1/4"=1'-0"T <br />