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FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />R9052.1 ON I,' O.S.B. <br />SHEATHING OR J' CDX <br />- PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />F'T. IX2 W/ MTL. DRIP EDGE <br />2x4 OR 2x6 SUS -BAND <br />PER ELEVATIONS <br />VENTED ALUM. SOFFIT <br />EMBED. STRAP VERIFY W/ <br />TRUSS PLAN <br />5/8 THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />WOOD - <br />CONSTRUCT <br />0 <br />TEE 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) 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 />(1) S REBAR VERTICALLY <br />W/ CONC. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />® 16' O.C. <br />S' CMU <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />1—STORY <br />1 BLOCK WALL <br />SCALE: 3/4' = I' -0' <br />1/16' O.S.B. OR }' CDX <br />TYVEK BUILDING WRAP <br />FORTIFIBER BLDG PAF <br />GALV'D MTL. LATH <br />1/8' TEXTURED <br />FINISH o WOOD <br />7/W TO V MID WALL <br />WEEP SCREED <br />z4 <br />E� <br />-8' CMU <br />-5/8' TEXTURED <br />FINISH o MASONRY <br />WEEP SCREED <br />DETAIL C WOOD TO <br />2 LUSSC UUIN41V. <br />SCALE: 1 1/2'=1'-0' <br />030 FELT PAPER INSTALLED <br />PER FBCR "052.1 ON 16' <br />O.S.B. SHEATHING OR }' 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.B. SHEATHING OR J' <br />CDX PLYWOOD. ATTACHED <br />PER FASTENER SCHEDULE <br />ON SHEET D5 <br />l/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' BRA <br />IS PRESENT <br />I PRE-ENG GABLE TRUSS <br />2x4 NAILER <br />CONT. 2x4 RAT RUN SECURE <br />m' W/ (2) 12d's o EACH TRUSS <br />Typ. TO BE INSTALLED e MID. <br />ON. <br />POINT OF TRUSS SPAN, OR <br />10'-0' O.C. MAX. <br />SECURE GABLE TO 2x6 P.T. J <br />PLATE W/ 12d's 8' O.C. MAX <br />E <br />SECURE 2x6 PT. PLATE TO <br />I, <br />BLK W/ }'x9' ANCHOR BOLT W/ <br />2' WASHER SET IN SIMPSON <br />HIGH STRENGTH EPDXY -V <br />EMBED. MIN. 6 32' Or- MAX' <br />%' THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />12 <br />0 <br />LA <br />9• CMU <br />Y/DRYWALL <br />1'X4' OR DG' P.T. NAILER <br />1.4 P.T. OR %'X4' MIN. SECURE <br />❑ <br />THRU FRAME 4 EXTEND 1-4' <br />INTO BLOCK TAPC4049 <br />OR DRIVE PIN <br />(MIK SHANK SIZE J <br />0 <br />MIK FEAR 912E 300 <br />MR EMBEDMENT I-Y' <br />WITHIN 8' OF EACH END 4 B' <br />OL. MAX SPACING <br />DOOR CASING <br />DOOR JAMB OR WINDOW <br />ATTACH TO 2X PER <br />MANFACTURES DETAILS. <br />NOTE: 944IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') <br />DOOR JAMB <br />TO BLOCK +3/4 OR +5/4 <br />%1 WINDOW TO BLOCK +3/4 OR +5/4 <br />A <br />SCALE: 1'•I'-0' <br />2x4: ME <br />SECURE TO BLOCK W/ )W <br />TAPCONS OR DRIVE PM <br />(MIN. SHANK SIZE J45 <br />MIN. HEAD 812E 300 <br />MIK EMBEDMENT I Y') <br />WITHIN B• OF EACH END 4 <br />IS' O.C_ MAX SPACING. <br />2X6: cm <br />2- <br />SECURE TO BLOCK WP-i(s' <br />SECURETAPCOTO <br />RDRIVE IN <br />(MR 914AW 51ZE J45 <br />❑ <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT I Y') <br />WITHIN 8' OF EACH END 4 <br />IBM OL. MAX SPACW- <br />8'CAl <br />2X8: ® <br />K' DRYWALL <br />SECURE TO BOCK w/2-%, <br />TAPCONS OR DRIVE PIN <br />I'X4' OR I'XV P.T. NAILER <br />(MIN. SHANK SIZE J45 <br />DOOR CASING <br />MIK HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MM. EMIBEDFENT I Y') <br />ATTACN TO 2X PER <br />WITHIN e' OF EACH END 4 <br />IBM Or -MAX SPACING. <br />MANtFAC7.S 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: I'•I'-0' <br />1—STORY GABLE <br />�A� BLOCK WALL <br />SCALE: 3/4' = I'-O' <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />I' GYPSUM BOARD OR <br />HIGH STRENGTH CLG. <br />BOARD <br />GONG. FILLED LINTEL BLK 1. <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) 05 REBAR VERTICALLY <br />W/ CONC. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />a fro O.C. <br />8' CMU <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />2X4: CEO <br />SECURE TO BLOCK W/ <br />TAPCOIIS OR DRIVE PM <br />(MIN. SHANK SIZE 145 <br />MIN. HEAD SIZE 300 <br />MIN. EMBEDMENT I Y') <br />WITHIN B' OF EACH END 4 <br />IB' 04. MAX 9PALMCv <br />2X6: CEO <br />SECURE TO BLOCK W/2-%' <br />NOTE: STRUCTURAL 2X MUST <br />TAPCON9 OR DRIVE PM <br />BE —OUTSIDE 4 SECURED <br />(MIN. SHA K SIZE MS <br />THROUGH NON-STRUCTURAL <br />MIN. HEAD SIZE 300 <br />i(>' TAPCON MIN. I-Y' <br />MIN. EMBEDMENT I V) <br />EMBEDMENT INTO BLOCK. <br />BEI <br />WITHIN B' OF EACH END 4 <br />B. cm <br />Is, OL. MAX SPACING. <br />K• DRYWALL <br />2X8: ® <br />1'X4' OR t'X2' P.T. NAILER <br />SECURE TO BLOCK W/2-%, <br />TAPCONS OR DRIVE PM <br />3W OSB. X 4' MIN. <br />(MIK SHANK SIZE J45 <br />DOOR CASING <br />MPL HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MR EMBEDMENT I J") <br />ATTACH TO 2X PER <br />WITHIN 8' OF EACH END 4 <br />18' Oc. MAX BPACIN.. <br />MANUFACTURES DETAILS. <br />NOTE: SHIM A9 NEEDED TO PLUMS JAMB (DO NOT EXCEED Y •) <br />DOOR JAMB <br />TO BLOCK +1-15/16" <br />WINDOW TO BLOCK +1-15/16' <br />SCALE: I'•1'-0' <br />2X4: CM <br />SECURE TO BLOCK W/' <br />TAPOONS OR DRIVE PIN <br />(MIN. SHAW SIZE J45 <br />MM. HEAD SIZE 300 <br />MIK EMBEDMENT I Y49 <br />WITHIN S' OF EACH END 4 <br />IS' or_. MAX SPACING. <br />2X6: ® <br />SECURE TO BLOCK W/2- <br />NOTE: STRUCTURAL 2X MIST <br />9 OR DRIVE PM <br />BE O4 OUTSIDE 4 SECURED <br />MIK <br />(MRTAPSHANK 912E J45 <br />THIRM41d1 NON-STRUCTURAL <br />HE <br />MIN. EAD 812E 300 <br />TAPCON I-Y.' <br />MIN EMBEDMENT IY') <br />EMBEDMENT INTO <br />EMBEDMENT INTO BLOCK <br />WITHIN 8' OF EACH END 4 <br />B. cm <br />B' O.C. MAX SPACING: <br />K' DRYWALL <br />2X8: ® <br />I'X4' OR 1'#` P.T. NAILER <br />SECURE TO BLOCK W/'J-%. <br />TAPCONS OR DRIVE PM <br />I' P.T. X 4' MIN <br />(MIN SHANK SIZE MS <br />DOOR CASING <br />MRL HEAD SIZE 300 <br />DOOR JAMS OR WINDOW <br />MIK EMBEDMENT I Y') <br />ATTACH TO 2X PER <br />WITHIN 8. OF EACH END 4 <br />B' OL. MAX SPACING. <br />MANFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4.) <br />DOOR JAMB TO BLOCK +2 1/4" <br />D WINDOW TO BLOCK +2 1/4 <br />' <br />SCALE: I' • 1'-0' <br />FIBERGLASS SHINGLES <br />2x4 BLOCKING BETWEEN <br />OVER 030 FELT PAPER <br />TRUSSES WHERE 'X' BRACING <br />INSTALLED PER FBCR <br />15 PRESENT <br />RS052.1 ON I6' O.S.B. <br />SHEATHING OR %' GDX <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 45 EACH TRUSS <br />2x4 OR 2x6 SUB -BAND m' <br />TO BE INSTALLED s 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 />STIFFBACK AT ALL <br />FOR INSULATION R-VALUES <br />UPRIGHTS OVER 4'-10' <br />J' GYPSUM BOARD OR <br />HIGH (SEE SEALED ENG. <br />HIGH STRENGTH CLG. <br />FOR SIZE 4 CONDITION.) <br />BOARD <br />Ib O.S.B. SHEATHING OR <br />2x4 NAILER <br />CDX PLYWOOD, ATTACHED <br />PER FASTENER SCHEDULE <br />2x4 0 24' O.C. 9 INTERIOR <br />ON SHEET D5 <br />KNEE WALL <br />l/6' THICK, 3 COAT <br />CONC. FILLED LINTEL BLK W/ <br />PORTLAND CEMENT PLASTER <br />(1) "5 REBAR CONTINUOUS <br />OVER EXPANDED GALV'D <br />I <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) 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.G. MAX <br />Q 16' O.G. <br />SECURE 2x6 PT. PLATE TO <br />BLK W/ J'x9' ANCHOR BOLT <br />8' CMU <br />W/ 2' WASHER SET IN SIMPSON <br />1/2' GYP. WL. BD_ <br />HIGHSTRENGTH EPDXY l' <br />WOOD BASE <br />EMBED. MIN. m 32' OC MAX. <br />%' THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY \. o <br />�o <br />1—STORY GABLE <br />W/ VAULT CLG. <br />Uj_pB_� BLOCK WALL <br />SCALE: 3/4' = I'-O' <br />2X4: CM <br />SECURE TO BLOCK W/ U.' <br />O TAPCONS R DRIVE PIN <br />(MIN, SHANK SIZE J45 <br />MR HEAD SIZE -''" <br />MIN. EMBEDMENT IY') <br />WITHIN 8' OF EACH END 4 <br />W' OL. MAX SPACING: <br />2X6: CEM <br />SECURE TO BLOCK W/2-v <br />TAPCONS OR DRIVE PIN <br />NOTE: STRUCTURAL 2X MUST <br />SHAH. SIZE J45 <br />BE ON OUTSIDE 4 SECURED <br />M11K HEAD SIZE 300 <br />THROUGH NON-STRUCTURAL <br />MIK EMBEDMENT I Y49 <br />9(' TAPCON MIN. -Y' <br />WITHIN e' OF EACH END 4 <br />EMBEDMENT INTO BLOCK <br />10' OL. MAX SPACING. <br />B' OM11 <br />2XS: ® <br />H' DRYWALL <br />SECURE TO BLOCK Wn-%' <br />TAPGONB OR DRIVE PIN <br />1'X4' OR I'X2' P.T. NAILER <br />(MR SHANK SIZE J45 <br />DOOR CASING <br />MR HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MIK EMBEDMENT I V) <br />ATTACH TO 2X PER <br />WITHIN 8' OF EACH END ( <br />19, OZ. MAX SNG PACI. <br />MANUFACTURES DETAILS. <br />NOTE: SHIM A9 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') <br />DOOR JAMB TO BLOCK +3" <br />WINDOW TO BLOCK +T <br />L) SCALE: <br />2X4: CEO <br />SECURE TO BLOCK W/• <br />TAPC," OR DRIVE PM <br />(MIN SWANK SIZE J45 <br />MIN. HEAD SIZE 300 <br />EMBEDMENT I Y WIT HIN 8. OF EACH END 4 <br />WIT <br />NOTE: STId1CTURAL 2X MUST <br />IBM OZ. MAX SPACING. <br />THROUGH NON STRUCTURAL <br />OU OUTSIDE 1 SECURED THAL <br />2X6: ® <br />)(: TAPCON MIN I-V <br />SECURE TO BLOCK W/2-4w <br />EMBED FE T INTO BLOCK <br />O TAPCONS R DRIVE PIN <br />(MIK SHANK SIZE .145 <br />❑ <br />8' CM1U <br />MIN. HEAD SIZE -100 <br />K' DRYWALL <br />MIN. EMBEDMENT I Y 9 <br />WITHIN 8' OF EACH END 4 <br />1'X4' OR I'X2' P.T. NAILER <br />IS' OL. MAX SPACING. <br />2ND 1X SECURE TO <br />2X8: ® <br />STRUCTURAL MEMBER W((2I2d <br />SECURE TO BLOCK W/2-ib' <br />WITHIN 8,OF EACH END 4 6- <br />TAPCONS OR DRIVE PIN <br />TO e' OL. MAX <br />(MIK SHAH, SIZE 145 <br />DOOR CASING <br />MM. FEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MIN. EMBEDMENT I Y') <br />ATTACH TO 2X PER <br />WTHIN e' OF EACH END 4 <br />MANUFACTURE. DETAILS, <br />NOTE: 914IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') <br />DOOR JAMB TO BLOCK +3" <br />rL1 WINDOW TO BLOCK +T <br />L SCALE: I'•I'-0' <br />NOTE: <br />PER FBCR 9052.1 - 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 D226 TYPE <br />II, ASTM D 4869 TYPE IV, OR ASTM D 6151 <br />2X4: CM <br />SECURE TO BLOCK Wds' <br />TAPCON5 OR DRIVE PIN <br />MIN. SHANK SIZE J45 <br />MIN, HEAD 512E 300 <br />MIN EMBEDMENT I Y•'1 <br />WITHIN 8' OF EACH END 4 <br />W' OZ. MAX SPACING. <br />2X6, ® <br />SECURE TO BLOCK Wn-V4: <br />NOTE: STRUCTURAL 2X MU9i <br />TAPCONS OR DRIVE PIN <br />❑ <br />BE ON OUTSIDE 4 SECURED <br />(MIN. SHANK SIZE J45 <br />THROUGH NON-9TPoJCTl1RAL <br />MIN HEAD SIZE 300 <br />V TAPCON MIN I-Y' <br />MIN EMBEDMENT I Y') <br />EMBEDMENT INTO BLOCK <br />WITHIN 8' OF EACH END 4 <br />IS' O.C. MAX SPACING. <br />e' CMU <br />2X8: ® <br />N DRYWALL <br />SECURE TO BLCCK Wn-114' <br />I•X4' OR DO' P.T. NAILER <br />TAPCONS OR DRIVE PIN <br />V OAS. X 4' MIN. <br />MIN SHANK SIZE J45 <br />MRL HEAD 912E 300 <br />DOOR CASING <br />MIN. EMIBEDI-ENT I Y4' <br />WITHIN 8' OF EACH END ( <br />DOOR JAMS OR WINDOW <br />ATTACH TO 2X PER <br />18' OL. MAX SPACING. <br />MANFACTURE9 DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEDV) <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 BACK WN4' <br />TAPCONB OR DRIVE PIN <br />(MIN. SHANK SIZE J45 <br />MIN. HEAD 812E 300 <br />MIK EMBEDMENT I Y') <br />WITHIN 8' OF EACH END 4 <br />IBM OZ. MAX SPACING. <br />2X6: CM <br />SECURE TO BLOCK IM-I/4' <br />TAPCONS OR DRIVE PIN <br />NOTE: 8TRICTURAL 2X FIJST <br />(MIN. SHANK SIZE J45 <br />BE ON OUTSIDE 4 SECURED <br />MIN. HEAD SIZE 300 <br />TNROUGN NON-STRUCTURAL <br />MIN EMBEDMENT I Yq') <br />%' TAPCCN MIN I-Y' <br />WITHIN e' OF EACH END 4 <br />EMBEDMENT INTO BLOCK <br />IS' OZ. MAX 91-ACIN63. <br />B, cm <br />2X9: ® <br />x• DRYWALL <br />SECURE TO BOCK Wn-1/4' <br />TAPCONS OR DRIVE PIN <br />I'X4' OR I'-' P.T. NAILER <br />(MIN_SHANK SIZE J45 <br />I' P.T. X 4' MIN. <br />MM. H <br />HEAD SIZE 300 <br />C <br />DOOR ABIN. <br />MIN EMBEDMENT 0149 <br />WITHIN S' OF EACH END 4 <br />DOOR JAM® OR WINDOW <br />18' OC. MAX SPACING.. <br />ATTACH TO 2X PER .._ - <br />NOTE: SHIM A8 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y'1 <br />DOOR JAMB TO BLOCK +3 3/4" <br />\ 11� WINDOW TO BLOCK +3 3/4" <br />SCALE: I'•I'-0' <br />A R C N I T E C T 3 <br />Design <br />Grou in�. <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA M. 0003325 <br />w <br />x <br />h <br />w <br />coi <br />w <br />z <br />0 <br />0 <br />F <br />0 <br />V <br />a <br />0 <br />U <br />BVHDIV. de LOT: <br />SILVERADO <br />LOT #23 <br />BLK #1 <br />PROJECT <br />04128.07-23001 <br />MODEJLA <br />4EBB <br />"1828— CALI" <br />GARAGE 81FMC: <br />LEFT <br />PAGE: <br />MONOLITHIC <br />1—STORY <br />WALL <br />SECTIONS & NOTES <br />%150 MPH EXP. B <br />ARCHITECT: <br />STATE OF FLORIDA <br />DA11/3/16, <br />eCAi E: 1 /4"=1' - 0" <br />J9HEET <br />-1r)3 <br />