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FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />R9052,1 ON �,' O.S:B. <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 />TRUSS PLAN <br />%' THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />WOOD <br />CONSTRUCTI <br />2 <br />TEE ENERGY CODE FORMS <br />;OR INSULATION R-vALUE5 <br />' GYPSUM BOARD OR }' HIG <br />TRENGTH CLG. BOARD <br />:ONG. FILLED LINTEL BLK W/ <br />1) 15 REBAR CONTINUOUS <br />'RECAST LINTEL <br />:EE ENERGY CODE FORMS <br />OR INSULATION R-VALUES <br />11NDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />PRECAST SILL <br />(1) 115 REBAR VERTICALLY <br />W/ CONC. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />o 16' O.C. <br />S' CMU <br />1/2' GYP, WL. BD. <br />WOOD BASE <br />1—STORY <br />1 BLOCK WALL <br />1/16' O.S.B. OR }' CDX <br />TYVEK BUILDING WRAP <br />FORTIFIBER BLDG PAP <br />GALv'D MTL. LATH <br />1/8' TEXTURED <br />FINISH m WOOD <br />Ye' TO % MID WALL <br />WEEP SCREED <br />z(L <br />iJ <br />—8' CMU <br />—5/8' TEXTURED <br />FINISH o MASONRY <br />WEEP SCREED <br />DETAIL C) WOOD TO <br />SCALE: 1 1/2'= I'-O' <br />���NOT USED <br />8' DI'AJ <br />)S' DRYWALL <br />030 FELT PAPER INSTALLED <br />2x4 BLOCKING BETWEEN <br />PER FBCR R9052.1 ON 2' ��� <br />TRUSSES WHERE 'X' BRACII <br />O.S.B. SHEATHING OR }' CDX <br />IS PRESENT <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG GABLE TRUSS <br />P.T, Ix2 W/ MTL. DRIP EDGE <br />2x4 NAILER <br />2x4 OR 2x(o SUB -BAND <br />CONT. 2x4 RAT RUN SECURE <br />m <br />PER ELEVATIONS <br />W/ (2) 12d's m EACH TRUSS <br />VENTED ALUM. SOFFIT ,0. <br />TO BE INSTALLED s MID. <br />POINT OF TRUSS SPAN, OR <br />STIFFBACK (SEE SEALED <br />10'-0' O.C. MAX. <br />TRUSS ENG. FOR 51ZE 6 <br />SEE ENERGY CODE FORMS <br />CONDITION.) <br />FOR INSULATION R-VALUES <br />O.S.B. SHEATHING OR J' <br />1' GYPSUM BOARD OR <br />COX PLYWOOD. ATTACHED <br />HIGH STRENGTH CLG. <br />PER FASTENER SCHEDULE <br />BOARD <br />ON SHEET D5 <br />-1/8' THICK, 3 COAT <br />GONG. FILLED LINTEL BLK I <br />PORTLAND CEMENT PLASTER <br />(1) 05 REBAR CONTINUOUS <br />OVER EXPANDED GALV'D <br />SEE ENERGY CODE FORMS <br />METAL LATH ON FORTIFBER <br />FOR INSULATION R-VALUES <br />JUMBOTEX GRADE 'D' PAPER <br />PRECAST LINTEL <br />OVER TYVEK BUILDING WRAP <br />WINDOW ATTACHMENT AS <br />(REFER TO STUCCO SPECS <br />PER MANUFACTURES <br />FOR COMPLETE INFORMATION) <br />SPECIFICATIONS <br />WEEP SCREED <br />PRECAST SILL <br />(SEE DETAIL 2) <br />(1) N5 REBAR VERTICALLY <br />SECURE GABLE TO 2x6 P.T. <br />W/ CONC. POURED CELL <br />PLATE W/ 126's 8' O.C. MAX ( <br />Ix2 P.T. FURRING STRIPS <br />0 16' O.C. <br />SECURE 2x6 PT, PLATE TO <br />S' CMU <br />BLK W/ J'x9' ANCHOR BOLT W/ <br />1/2' GYP. WL. BD. <br />2' WASHER SET IN SIMPSON <br />WOOD BASE <br />HIGH STRENGTH EPDXY '1' <br />EMBED. MIN. s 32' OG MAX, <br />5/B' THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED w <br />DIRECTLY TO MASONRY <br />�o <br />1—STORY GABLE <br />�A� BLOCK WALL <br />1 ri SCALE: 3/4'=1'-O' <br />I'X4' OR I'X2' P.T. NAILER <br />1.4 P.T. OR'/'X4' MIN SECURE <br />TFIFEI FRAME t EXTEND 1-41 <br />INTO BLOCK W/ %' TAPCONS <br />OR DRIVE PM <br />[MIN. SHANK 912E 145, <br />MIN HEAP SIZE 900 <br />❑ <br />MR EMBEDMENT I-W <br />WITHM 8. OF EACH END 1 10' <br />O.C. MAX SPACING <br />DOOR CASING <br />DOOR JAMS OR WINDOW <br />ATTACH TO 2X PER <br />MANFACTURES 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 />A WINDOW TO BLOCK +3 4 OR +5 4 <br />SCALE: I' • I'-0' <br />2X4: CM <br />SECURE TO BLOCK W/ v <br />TAPCONS OR DRIVE PIN <br />(MIN. SHANK SIZE .10 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT IY') <br />WITHIN 0' OF EACH END 1 <br />B' OL. MAX SPAC.. <br />2x6: CEM <br />SECURE TO BLOCK W/2-�(1.' <br />SECURETAPCONSTO <br />DRIVE PM <br />(MIN. SHANK SIZE .W5 <br />❑ <br />MM. HEAD SIZE 300 <br />MN. EMBEDMENT I V) <br />WITHIN 0' OF EACH END t <br />B' O.C. MAX SPACING, <br />e, ct u <br />2X8: ® <br />)5' DRYWALL <br />SECURE TO BLOCK W/2-' <br />TAPCONS OR DRIVE PM <br />I'X4' CR I'W' P.T. NAILER <br />(MIR SHAW SIZE .149 <br />DOOR CASING <br />MR HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MIN EMBEDMENT I) ') <br />ATTACH TO 2x PER <br />WITHIN .' OF EACH END 1 <br />IS- O.C. MAX SPACING. <br />MANFACTURES DETAILS. <br />NOTE: SHIM 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: V-V-0' <br />2x4: CM <br />SECURE TO BLOCK W/ <br />TAPCONS OR DRIVE PM <br />(MIN. SHANK SIZE Wb <br />MIN. 4EAD SIZE 300 <br />MIR EMBEDMENT I Y•) <br />WITHIN .' OF EACH END t <br />IB' OC. MAX SPACING. <br />2X6: ® <br />SECURE TO BLOCK WR-'H(t' <br />TAPCONS OR DRIVE PM <br />NOTE: STRUCTURAL 2X MUST <br />OUTSIDE / SECURED <br />(MIN SHANK SIZE .145 <br />❑ <br />TW OU <br />iHROI1GHl NON-9TR/CNRAL <br />MIN. HEAD SIZE 300 <br />�' TAPCCN MIN I-V <br />MR EMBEDMENT I )I <br />EMBEDMENT INTO BLOCK <br />WITHIN S' OF EACH END 1 <br />B' cm <br />IS' O.C. MAX SPACING, <br />V DRYWALL <br />2XS: ® <br />-X <br />I'X4. OR I')O' P.7. NAILER <br />SECURE TO DRIVE PIN <br />TAPCONS OR PM <br />NN' OSD. X 4' MIN <br />(MIR SHANK SIZE .145 <br />DOOR CASING <br />MRl HEAD SIZE 300 <br />DOOR JAMB OR WINDM <br />MIN EMBEDMENT I W. <br />ATTACH TO 2X PER <br />WITHIN 8' CF EACH END t <br />IS' O.C. MAX SPACING. <br />MANFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED V) <br />DOOR JAMB TO BLOCK +1-15/16" <br />WINDOW TO BLOCK +1-15/16" <br />I SCALE: 1'•I'-0' <br />2X4: CEO <br />SECURE TO BLOCK W/ <br />TAPCONS OR DRIVE PM <br />(MIR SWANK SIZE .14S <br />MR HEAD SIZE 300 <br />MIN. EMBEDMENT"' <br />WITHIN 0' OF EACH END 1 <br />is, OC. MAX SPACMC <br />axi: ® <br />SECURE TO BLOC( W/2-' <br />TAPCONS OR DRIVE PIN <br />NOTE: STRUCTURAL 2X NA1,9T <br />BE ON OUTSIDE 4 SECURED <br />(MIN. SHANK SIZE .145 <br />THROL*W NON-STRUCTURAL <br />MIN, HEAD SIZE 300 <br />%' TAPCCN MIN. I-Y' <br />MR EMBEDMENT 1)') <br />EMBEDMENT INTO BLOCK <br />WITHIN S' OF EACH END 1 <br />B• Cm <br />OCING. .C. MAX SPA <br />1f' DRYWALL <br />2XS: ® <br />I'X4' OR I'X2' P.T. NAILER <br />SECURE TO BLOCK WR- <br />TAPCONS OR DRYS PM <br />1' P.T. X A' MIR <br />(MIR SHANK SIZE .145 <br />DOOR CASING <br />MIR HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />M IR EMBEDMENT I W) <br />ATTACH TO 2X PER <br />WITHIN B�OF EACH END 1 <br />MANUFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) <br />DOOR JAMB TO BLOCK +2 1/4" <br />�n1 WINDOW TO BLOCK +2 1/4" <br />SCALE: I'•I'-®• <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />R505.2.1 ON �,,' O.S.B. <br />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 ENG. FOR SIZE d <br />CONDITION.) — <br />0.5.B. SHEATHING OR 1, <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 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'9 8' O.C. MAX <br />SECURE 2x6 PT. PLATE TO <br />BLK W/ J'x9' ANCHOR BOLT <br />W/ 2' WASHER SET IN 5IMP5ON <br />HIGH STRENGTH EPDXY 1' <br />EMBED. MIN. ® 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 />I PRE-ENG GABLE TRUSS <br />CONT. 2x4 RAT RUN SECURED W/ (2) <br />126'. s EACH TRUSS <br />m, TO BE INSTALLED IV MID. POINT OF <br />TYP. TRUSS SPAN, OR 10'-0' O.C. MAX. <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />1' GYPSUM BOARD OR <br />NIGH STRENGTH CLG. <br />BOARD <br />2x4 NAILER <br />2x4 0 24' O.G. o INTERIOR <br />KNEE WALL <br />CONC. FILLED LINTEL BLK W/ <br />(1) i15 REBAR CONTINUOUS <br />DIRECTLY TO MASONRY <br />zQt <br />�o <br />1—STORY GABLE <br />W/ VAULT CLG. <br />UBLOCK WALL <br />SCALE: 3/4'•l'-O' <br />2X4: CM <br />SECURE TO BLOCK W/ <br />TAPCONS OR DRIVE PIN, <br />(MIN. SHANK SIZE J40 <br />MIN. HEAD SIZE 300 <br />MR EMBEDMENT 1V) <br />WITHIN 8' OF EACH END 4 <br />10' O.C. MAX SPACING. <br />2X6: CM <br />SECURE TO BLOCK W2-' <br />TAPCONS OR DRIVE PM <br />NOTE: STRUCTURAL 2X MUST <br />(MIN. SHANK SIZE .145 <br />Be ON OUTSIDE t SECURED <br />MIN. HEAD SIZE 300 <br />THROUGH NON-STRUCTURAL <br />MIN. EMBEDMENT I ,W) <br />%' TAPOON MIR IV <br />WITHIN B' OF EACH END t <br />EMBEDMENT SJTO BLOCK <br />10' OC. MAX SPACING. <br />S' CMU <br />2XS: CEO <br />Js DRYWALL <br />SECURE TO BLOCK W12- <br />TAPCONS OR DRIVE PM <br />I'X4' OR I'X2' P.T. NAILER <br />(MIR SHANK SIZE .145 <br />DOOR CASING <br />MM. HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MIN. EMBEDMENT 1V) <br />ATTACH TO 2X PER <br />WITHM 8' OF EACH END 1 <br />IS' O.C. MAX SPACING. <br />MIANFACTURES DETAILS. <br />NOTE: BRIM AS NEEDED TO PLUMB JAMIE (DO NOT EXCEED V) <br />DOOR JAMB TO BLOCK +3" <br />WINDOW TO BLOCK +3" <br />E % SCALE: I'•I'-0' <br />2X4: <br />SECURE TO BLOCK W/ <br />TAPCONS OR DRIVE PIN <br />(MIN. SHANK SIZE .10 <br />MIN. HEAD SIZE 300 <br />EMBEDMENT I),') <br />WR N <br />WITHIN S' OF EACH END / <br />B' O.C. MAX SPACING. <br />NOTE: STRUCTURAL 2X MUST <br />BE ON OUTSIDE /SEGUED <br />THROUGH NON-STRUCTURAL <br />2X6: ®• <br />iAPGON MIR I-Y.' <br />SECURE TO BLOCK WR-XN' <br />EMBEDMENT INTO BLOCK <br />OR DRIVE PIN <br />MIR 8H4NK SIZE.145 <br />(MIR SWANK <br />❑ <br />.' CMU <br />MIN. HEAD SIZE 300 <br />k' DRYWALL <br />MM. EMBEDMENT IV) <br />W17HM B' EAC41 ENID t <br />1'X4' OR I'XV P.T. NAILER <br />I.' OL. MAX SPACING. <br />2ND 2X SECURE TO <br />2X , 12 <br />STRUCTURAL MEMBER W/(2Xed <br />SECURE TO DLOCK W/7-i(.' <br />WITHIN 8' OF EACH END 4 6' <br />TAPCONS OR DRIVE PIN <br />TO 8' O — MAX <br />(MIN. SHANK SIZE k45 <br />DOOR CASING <br />MIN. HEAD SIZE 900 <br />DOOR JAMB OR WINDOW <br />MIN EMBEDMENT I Y.') <br />ATTACH TO 2X PER <br />WITHM Bt OF EACH END 1 <br />MANUFACTU�S DETAIL.. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A') <br />DOOR JAMB TO BLOCK +3" <br />rp1 WINDOW TO BLOCK +3" <br />1SCALE: I'.I'-0' <br />PRECAST LINTEL <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />PRECAST SILL <br />(1) °S REBAR VERTICALLY <br />W/ GONG. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />19 16' O.C. <br />8' CMU <br />1/2' GYP. WL. BD. <br />WOOD BASE <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 15 REOUIRED. FOR ROOF SLOPES OF <br />4:12 OR GREATER, (1) LAYER UNDERLAYMENT 15 <br />PERMITTED BUT MUST BE PER ASTM D226 TYPE <br />II, ASTM D 4869 TYPE Iv, OR ASTM D 6151 <br />2X4: <br />SECURE TO BLOCK W/Y,, <br />TAPCONS OR DRIVE PM <br />(MIN. SHANK SIZE .149 <br />MIN HEAD SIZE 300 <br />MIN. EMBEDMENT 1 W) <br />WITHIN 8' OF EACH END 4 <br />18' O.G. MAX SPACING. <br />2X6: ® <br />SECURE TO BLOCK WA-I/4' <br />NOTE: 971tlJCTURAL 2X MUST <br />TAPCONS OR DRIVE PIN <br />BE ON OUTSIDE t SECURED <br />(MIN. SHANK SIZE .145 <br />TWROUGN NON-STRUCTURAL <br />MR HEAD SIZE •N <br />%' iAPCON MIN. I-Y.' <br />MIN EMBEDMENT I Y.') <br />EMBEDMENT INTO BLOCK <br />WITHIN S' OF EACH END / <br />IS- OC. MAX SPACING <br />S' CMU <br />2xB: C� <br />V DRYWALL <br />SECURE TO BLOCK W/I-1/4' <br />I•X4' OR I'-' P.T. NAILER <br />TAPCONS OR DRIVE PIN <br />w' CAD. X 4' MIN. <br />(MIN. SHANK SIZE .145 <br />MIR HEAD SIZE 300 <br />DOOR CASING <br />MIN EMBEDMENT I I I <br />DOOR JAMB OR WINDOW <br />WITHIN 8' OF EACH END t <br />TO 2X <br />tAILO. <br />IBM OL. MAX BPACINY.a. <br />MANUFACTURES T 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: I'•I'-0' <br />2X4: <br />SECURE TO BLOCK WN' <br />TAPCONS OR DRIVE PIN <br />fMIR SHANK SIZE .145 <br />MIR HEAD SIZE 300 <br />MIR EMBEDMENT I Y4.) <br />WITHIN 8' OF EACH END t <br />18' O.C. MAX SPACING. <br />2X6: CM <br />SECURE TO BLOCK W/1-I/4' <br />TAPCONS OR DRIVE PIN <br />NOTE. STRUCTURAL 2X MUST <br />(MIR SHANK SIZE.145 <br />BE ON OUTSIDE 4 SECURED <br />MIN HEAD SIZE 300 <br />THROL614 NON-STRUCTURAL <br />MIN EMBEDMENT I YW) <br />V TAPCON MIN I-Ya• <br />WITHIN S• OF EACH END t <br />EMBEDMENT INTO BLOCK <br />18' O.C. MAX SPACING. <br />S. CMU <br />2XS: C® <br />)$• DRYWALL <br />SECURE TO BLOCK WA-1/4' <br />TAPCONS OR DRIVE PIN <br />2' <br />I'X4. OR I'XP.T. NAILER <br />(MIR SHANK SIZE .149 <br />I' P.T. X 4' MR <br />MIR HEAD SIZE 300 <br />DOOR CAGING <br />MIR EMBEDMENT I Y4') <br />WITHIN 8' OF EACH END / <br />JAMS O RWIINDOW <br />IS' OG, MAX OPACING. <br />ATTACH <br />MANUFACTURES DETAILS. <br />NOTE: BRIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED V) <br />DOOR JAMB TO BLOCK <br />+3 3/4" <br />H WINDOW TO BLOCK +3 3 4" <br />SCALE. 1'•I'-0' <br />A R C H IT E C T S <br />Design <br />Grou .!.- <br />41 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngtoup.com <br />AA M. 0003326 <br />w <br />la <br />m <br />U <br />Z <br />0 <br />y <br />0 <br />ti <br />0 <br />sTJmm at RAT. <br />SILVERADO <br />LOT #16 <br />BLK #6 <br />PROJECT# <br />04128.000-01661 <br />MOnZU <br />4EAB <br />"1672—ARIA" <br />GARAGE OWING. <br />RIGHT <br />PAGE: <br />MONOLITHIC <br />1—STORY <br />WALL <br />SECTIONS & NOTES <br />%150,MPH EXP. B <br />:ARAC�T'l <br />R <br />AR NO 93723 <br />r <br />7/17 <br />"=1'-0" <br />