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- FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />R905.2.1 ON I,' O.S.B. <br />SHEATHING OR 2 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 />V THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />WOOD - <br />CONSTRUCT <br />TEE ENERGY CODE FORMS <br />:OR INSULATION R-VALUES <br />GYPSUM BOARD OR }' HIG <br />ITRENGTH CLG. BOARD <br />;ONC. FILLED LINTEL ELK W/ <br />1)05 REBAR CONTINUOUS <br />'RECAST LINTEL <br />-EE ENERGY CODE FORMS <br />OR INSULATION R-VALUES <br />JINDOW 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 />0 I6' O.G. <br />8" CMU <br />1/2' GYP. WL. BD, <br />WOOD BASE <br />1—STORY <br />1 (-)BpLOCK WALL <br />SCALE: 3/4' = I' -0' <br />1/16' 0.S.B. OR }' CDX <br />TYVEK BUILDING WRAP <br />FORTIFIBER BLDG PAP <br />GALv'D MTL. LATH <br />1/8' TEXTURED <br />FINISH a WOOD <br />Ya' TO % MID WALL <br />WEEP SCREED <br />Z4 <br />F J <br />-8' GMU <br />-5/8' TEXTURED <br />FINISH o MASONRY <br />WEEP SCREED <br />DETAIL (aO WOOD TO <br />2 Lv�,YA uulN1N. <br />SCALE: 1 1/2' = I'-O' <br />FIBERGLASS SHINGLES OVER <br />"30 FELT PAPER INSTALLED <br />PER FBCR RS052.1 ON Ib' <br />O.S,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 AT ALL UPRIGHTS <br />OVER 4'-10' HIGH (SEE <br />SEALED ENG. FOR SIZE 4 <br />CONDITION.) <br />O-S.E. 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 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 />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 />15 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 />TYF°. TO BE INSTALLED 'a MID. <br />O.H. POINT OF TRUSS SPAN, OR <br />5 -F 10'-0' O.C. MAX. <br />SECURE 2x6 PT. PLATE TO <br />BLK W/ }'x3' ANCHOR BOLT W/ <br />2' WASHER SET IN SIMPSON <br />HIGH STRENGTH EPDXY 1' <br />EMBED. MIN, a 32' OC MAX. <br />k- <br />5/B THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />m <br />DIRECTLY TO MASONRY <br />00 <br />a' cm <br />K' DRYWALL <br />I'X4' OR I-X2- P.T. NAILER <br />Ix4 P.T. OR %'X4' MIN. SECURE <br />F-ITHRU <br />FRAME 4 EXTEND 1-Y' <br />INTO BLOCK W/ V TAPCOT48 <br />OR DRIVE PIN <br />(MI <br />MIN SHANK SIZE SIZE <br />3 HEAD 812E 000 <br />❑ <br />MIN EMBEDMENT 1-Y4' <br />WITHIN 8' OF EACH END 4 18' <br />OL. MAX SPACING <br />DOOR CASING <br />DOOR JAMB OR WINDOW <br />ATTACH TO 2X PER <br />MANFACTUFES DETAILS. <br />NOTE: BRIM AS NEEDED TO FLUB JAM (DO NOT EXCEED W) <br />DOOR JAMB <br />TO BLOCK +3/4 OR +5/4 <br />A WINDOW TO BLOCK +3 4 OR +5 4 <br />SCALE: <br />2X4: CED <br />SECURE TO BLOCK W/ <br />TAPCONS OR DRIVE PIN <br />MIN aWANK SIZE J45 <br />MIN, HEAD SIZE -lW <br />MIN EMBEDMENT I Y.') <br />WITHIN S' OF EACH END 4 <br />IS- OC. MAX SPACING. <br />2X6: CEM <br />SECURE TO BLOCK WR'Y; -' <br />TAPCONS OR DRIVE PIN <br />MIN. SHANK SIZE J45 <br />MIN HEAD SIZE 300 <br />Li <br />MIN EMBEDMENT I Y') <br />WITHIN a' OF EACH END 4 <br />19' OC. MAX BPACWC <br />8 CMU <br />2X8. ® <br />Y' DRYWALL <br />SECURE TO BLOCK Wa-% <br />TAPCONS OR DRIVE PIN <br />1'X4' OR I'X2' P.T. NAILER <br />(MIN, SHANK SIZE .145 <br />DOOR CASING <br />MIN HEAD SIZE -100 <br />DOOR JAMB OR WINDOW <br />MIN, EMBEDMENT I Y.') <br />ATTACH TO 2X PER <br />WITHIN a' OF EACH END 4 <br />1S' O.C. MAX SPACING <br />MANUFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ys ) <br />DOOR JAMB TO BLOCK +1-1/2" <br />iB1 WINDOW TO BLOCK +1-1/2" <br />SCALE: I'.1'-0' <br />1-STORY GABLE <br />-� BLOCK WALL <br />J ri SCALE: 3/4'=1'-0' <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />j' GYPSUM BOARD OR j' <br />HIGH STRENGTH CLG, <br />BOARD <br />CONC. FILLED LINTEL BLK I <br />(1) 05 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) "5 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 />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 -l' O.S.B. <br />SHEATHING OR �' 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 a EACH TRUSS <br />2x4 OR 2x6 SUB -BAND m„ <br />TO BE INSTALLED a MID. POINT OF <br />PER ELEVATIONS TYF. <br />TRUSS SPAN, OR 10'-0' O.C. MAX, <br />VENTEDALUM. SOFFIT <br />SEE ENERGY CODE FORMS <br />STIFFBACK AT ALL <br />FOR INSULATION R-VALUES <br />UPRIGHTS OVER 4'-10' <br />1- GYPSUM BOARD OR <br />HIGH (SEE SEALED ENG. <br />HIGH STRENGTH CLG. <br />FOR SIZE 4 CONDITION.) <br />BOARD <br />r O.S.B. SHEATHING OR }' <br />2x4 NAILER <br />CDX PLYWOOD. ATTACHED <br />PER FASTENER SCHEDULE <br />2x4 a 24' O.G. v INTERIOR <br />ON SHEET D5 <br />KNEE WALL <br />116' THICK, 3 COAT <br />CONC. FILLED LINTEL BLK W/ <br />PORTLAND CEMENT PLASTER <br />(1) 05 REBAR CONTINUOUS <br />OVER EXPANDED GALv'D <br />METAL LATH ON FORTIF15ER <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 I <br />COMPLETE INFORMATION) <br />PRECAST SILL <br />WEEP SCREED <br />(1) 05 REBAR VERTICALLY <br />(SEE DETAIL 2) <br />W/ GONG. POURED CELL <br />SECURE GABLE TO 2x6 P.T. <br />Ix2 P.T. FURRING STRIPS <br />PLATE W/ 126's 8' O.C. MAX <br />g I6' 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' 1 <br />WOOD BASE <br />EMBED. MIN. ® 32' OC MAX. <br />%' THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED �e <br />DIRECTLY TO MASONRY o <br />z ,L •� <br />�o <br />1-STORY GABLE <br />W/ VAULT CLG. <br />UBj--p�BLOCK WALL <br />SCALE: 3/4'=1'-O' <br />NOTE: <br />PER FBCR W5.2,1 - FOR ROOF SLOPES 2:12 TO <br />LESS THAN 4:12, A (2) LAYER UNL7ERLAYMENT <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 486S TYPE IV, OR ASTM D 6151 <br />2X4: ® <br />2X4: ® <br />2X4: CSO <br />SECURE TO BLOCK W/ <br />SECURE TO BLOCK W V.- <br />SECURE TO BLOCK WHs' <br />TAPCONS OR DRIVE PIN <br />O <br />TAPCONS R DRIVE PIN <br />TAPCONS OR DRIVE PIN <br />(MIN. SHANK SIZE J45 <br />(MIN. SHANK SIZE .145 <br />(MIN. SHANK SIZE J45 <br />MIN. HEAD SIZE ' • <br />MIN. HEAD SIZE ' • <br />MIN HEAD SIZE 300 <br />MIN. EMBEDMENT I Y.') <br />WITHIN S' OF EACH END 4 <br />MIN. EMBEDMENT I V) <br />WITHIN 8' OF EACH END 4 <br />MIN EMBEDMENT I Y') <br />WITHIN 8- OF EACH END 4 <br />IS, O.C. MAX SPACING, <br />IS' O,G. MAX SPACING <br />IS- OC. MAX SPACWG <br />SEC ® <br />SECURE TO BLOCK W/2-�' <br />TAPCONB OR DRIVE PIN <br />NOTE: STRUCTURAL 2X MUST <br />ON OUTSIDE (SECURED <br />2x6: ® <br />TO BLOCK W/1-�,(�' <br />TSECUREAPCONS OR DRIVE PIN <br />T <br />❑ <br />NOTE: STRUCTURAL iX MUST <br />ZXC: ® <br />SECURE TO BLOCK WPIN <br />OR DRIVE PIN <br />❑ <br />(MIN SHANK SIZE J45 <br />THROUGH NON-STRUCTURAL <br />THROUGH <br />(MIN SHANK SIZE J45 <br />IIL SHA <br />BE ON OUTSIDE 4 9EGIIPED <br />(MIR SHB <br />MIN SHANK 912E J45 <br />MR HEAD SIZE 300 <br />i(,' TAPCON MIN, I-Y' <br />MIN. HEAD SIZE 300 <br />THROUGH NON-STRUCTURAL <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT I Y.') <br />EMBEDMENT INTO BLOCK, <br />MIN EMBEDMENT I V) <br />%' TAPCON MIN. I-Y' <br />MIN EMBEDMENT I Y.') <br />WITHIN S' OF EACH END 4 <br />8' cm <br />WITHIN 8' OF EACH END 4 <br />EMBEDMENT INTO BLO^X <br />WITHIN S' OF EACH END 4 <br />18' O.G. MAX SPACING, <br />Y4• DRYWALL <br />IS' OG, MAX SPACING, <br />a, CMRI <br />IS' O.G. MAX SPACING. <br />2X8: ® <br />I-X4- OR 1712' P.T. NAILER <br />2XS: ® <br />Y' DRYWALL <br />2XE: <br />BEGIRE TO BLOCK W/J-%, <br />TAPCONB OR DRIVE PIN <br />J(4' O..B. X 4' MIN <br />SECURE TO BLOCK W/2-%' <br />TAPCONS OR DRIVE PIN <br />I'X4' OR I'X2' P.T, NAILER <br />SECURE TO BLOCK OR DRIVE PIN4• <br />(MIN SHANK SIZE 145 <br />DOOR CASING <br />(MIK SHANK SIZE J45 <br />DOOR CASNG <br />(MN SHANK SIZE J45 <br />MIN. HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MR HEAD SIZE 300�4 <br />OR <br />DOORJAMB OR WINDOW <br />MIL HEAD SIZE 300 <br />ECF <br />ATTACH TO 2X PER <br />MKEWITHINBEOMENOF <br />ATTACH TO 2X PER <br />EN <br />WIITHWBN. <br />WITHIMIN. <br />ENACH END 4 <br />B' O.G. MAX SPACWG <br />MANUFACTURES DETAILS. <br />FACTW END 4 <br />IS, OLG . MAX SPACIN. <br />MANUFACTURES DETAILS. <br />UM ENACH END l <br />IS- OC. MAX SPACING. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )4') <br />DOOR JAMB TO BLOCK +1-15/16" <br />C WINDOW TO BLOCK +1-15 16' <br />SCALE: I'.I'-0' <br />2X4: CEO <br />SECURE TO BLOCK W/ %* <br />TAPCONS OR DRIVE PIN <br />(MIN. SHANK SIZE 145 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT IY') <br />WITHIN I'.OF EACH END 4 <br />IS' OC. MAX °SPACING. <br />2x6: CEO <br />SECURE TO BLOCK W/2-4,(,' <br />NOTE: 5TRUCTURAL 2X M115T <br />TAPCONS OR DRVE PIN <br />❑ <br />BE ON OUTSIDE 4 SECURED <br />(MIK SHANK SIZE J45 <br />THRCIIGH NON-STRUCTURAL <br />MIN. HEAD SIZE 300 <br />%' TAPCON MIN I-Y' <br />MIN. EMBEDMENT I Ys') <br />EMBEDMENT INTO BLOCK <br />WITHIN 8' OF EACH END 4 <br />8' CMU <br />IS' O.C. MAX SPACING. <br />)Y DRYWALL <br />2XS: ® <br />1'X4' OR 1'X2' P.T. NAILER <br />SECURE TO BLOCK W/J-%. <br />TAPO" OR DRIVE PIN <br />I' P.T. X 4' MIN <br />(MIN. SHANK SIZE .145 <br />DOOR CA81NG <br />MIN HEAD SIZE 300 <br />DOOR JAMB OR WINDCU <br />MIN. EMBEDMENT I Y') <br />ATTACH TO 2X PER <br />WITHIN S' OF EACH END 4 <br />IB' O.C. MAX SPACING <br />MANUFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED W) <br />DOOR JAMB TO BLOCK +2 1/4" <br />WINDOW TO BLOCK +2 1/4" <br />D 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: <br />2X4: CEO <br />SECURE TO BLOCK W/Sb' <br />TAPCONS OR DRNE PIN <br />(MIN BHANK SIZE .145 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT I Y <br />WITHIN 8' EHEEND <br />B'MAXACNO.G. MAX SPACING <br />NOTE: STRUCTURAL 2X MUST <br />BE ON OUTSIDE 4 SECURED <br />TH IlRAI. <br />THROWN NON-STRUCTURAL <br />2X6: ® <br />TAPCON MIN. I.Y.- <br />SECURE TO BLOCK WP <br />EMBEDMENT INTO BLOCK <br />E 111 <br />T IN. DNS&4A OR DRIVE PIN <br />N <br />(MIN BH/NK SIZE J45 <br />8' CMII <br />MIN HEAD SIZE 300 <br />Y' DRYWALL <br />MIN. EMBEDMENT I Y') <br />WITHIN a' OF EACH END 4 <br />I'X4' OR 1'X2' P.T. NAILER <br />B' O.G. MAX SPACING <br />2ND 2X SECURE TO <br />2)(8, ® <br />STRUCTURAL MEMBER W/(2)12d <br />SECURE TO BLOCK W/J-i(4' <br />WITHIN 8, OF EACH END 4 6' <br />TAPCONS OR DRIVE PIN <br />TO a' OG. MAX <br />(MIN. SWANK SIZE .145 <br />DOOR CASING <br />MIL HEAD SIZE ZOO <br />IND <br />DOOR JAMB OR WOW <br />MIN EMBEDMENT I YEN <br />ATTACH TO 2X PER <br />WITHIN 8' 6 EACH END 4 <br />IS. O.C. MAX SPACING <br />MANUFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') <br />DOOR JAMB TO BLOCK +3" <br />WINDOW TO BLOCK +3" <br />1SCALE: I'.I•_m• <br />NOTE: STRUCTURAL 2X MUST <br />BE ON OUTSIDE 4 SECURED <br />THROUGH NON-STRUCTURAL <br />U' TAPCON MIN. 1-Ys' <br />EMBEDMENT INTO BLOCK <br />8' CTill <br />15' DRYWALL <br />I'X4' OR I70' P.T. NAILER <br />7(' CAB. X 4' MIN. <br />DOOR CASING <br />DOOR JAMB OR WINDOW <br />ATTACH TO 2X PER <br />MARFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED W) <br />DOOR JAMB TO BLOCK +3-7/16" <br />G WINDOW TO BLOCK <br />+3-7 16" <br />SCALE: I'.I'-0' <br />2X4: cm <br />SECURE TO BLOCK Wbs' <br />TAPCONS OR DRIVE PIN <br />(MIN. SHANK SIZE J45 <br />MR HEAD SIZE 300 <br />MIN EMBEDMENT I V) <br />WITHIN S' OF EACH END 4 <br />18' OC. MAX SPACING, <br />2X6: cm <br />SECURE TO BLOCK W/I-1/4' <br />TAPCONS OR DRIVE PIN <br />NOTE: STRUCTURAL 2X MUST <br />(MIN. SHANK SIZE J45 <br />BE ON OUTSIDE 4 SECURED <br />MIL HEAD SIZE 300 <br />THROUGH NON-STRUCTURAL <br />MIN EMBEDMENT I Y4') <br />V.• TAPCON MIN. I•Y' <br />WITHIN S' OF EACH END < <br />EMBEDMENT INTO BLOCK <br />18' OC. MAX SPACING <br />a, GMU <br />2X0, ® <br />)5' DRYWALL <br />SECURE TO BLOCK W 1-1/4- <br />TAPOONS OR DRIVE PIN <br />I'X4' OR 1•X2' P.T. NAILER <br />(MIN SWANK SIZE J45 <br />1' P.T. X 4' MIN <br />MIN HEAD SIZE 300 <br />DOOR CASING <br />MIN, EMBEDMENT I Y') <br />WITHIN S' OF EACH END 4 <br />DOOR JAMB OR WINDOW <br />18' OC. MAX SPACING. <br />ATTACH TO 2X PER <br />MANUFACTUIFS DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') <br />DOOR JAMB TO BLOCK +3 3/4" <br />WINDOW TO BLOCK +3 3/4" <br />SCALE: 1'.1'-0' <br />A R C R IT E C T E <br />6 <br />Design <br />GrouP".��. <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdesigngroup'— <br />AA #: 0003325 <br />w <br />y <br />0 <br />w <br />0 <br />0 <br />O <br />3 <br />a <br />Erumrv. ae LOT01 <br />SILVERADO <br />LOT #24 <br />BLK #1 <br />PROJECT# <br />04128.000-24001 <br />MODRU <br />4EHB <br />"2605-HAYDEN" <br />GARAGE S'WngG: <br />RIGHT <br />PAGE: <br />MONOLITHIC <br />1-STORY <br />WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B <br />ARCHITECT: <br />STATE OF FL -COD <br />D RMT <br />11/2/16 <br />ECAIL: 1 /4"=1' - 0" <br />EIiamET <br />D 3 <br />