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FIBERGLASS SHINGLES <br />OVER 1130 FELT PAPER <br />INSTALLED PER FBCR <br />R9052.1 ON J' O.S B. <br />SHEATHING OR J' 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 />iEE ENERGY CODE FORMS <br />:OR INSULATION R-VALUES <br />' GYPSUM BOARD OR }' HIG <br />ITRENGTH CLG. BOARD <br />:ONC. FILLED LINTEL BLK W/ <br />1) 05 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.C. <br />8' CMU <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />1—STORY <br />1 BLOCK WALL <br />1/16' OS.B. OR }' CDX <br />TYVEK BUILDING WRAP <br />FORTIP15ER BLDG PAP <br />GALv'D MTL. LATH <br />1/5' TEXTURED <br />FINISH w WOOD <br />)e' TO s/8 MID WALL <br />WEEP SCREED <br />Z Q <br />LJ <br />-8' CMU <br />-5/S' TEXTURED <br />FINISH a MASONRY <br />WEEP SCREED <br />DETAIL C WOOD TO <br />2 LVut" uV1N1N <br />SCALE: 1 1/2'=1'-0' <br />8 NOT USED <br />8' GIMIU <br />)f' DRYWALL <br />FIBERGLASS SHINGLE5 OVER <br />030 FELT PAPER INSTALLED <br />PER FBCR R005 ,1 ON 2' <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 />5TIFF5ACK (SEE SEALED <br />TRUSS ENG. FOR SIZE t <br />CONDITION.) <br />�6 O.S.B. 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 6' O.C. MAX <br />SECURE 2x6 PT. PLATE TO <br />BLK W/ %'x9' ANCHOR BOLT W/ <br />2' WASHER SET IN SIMPBON <br />HIGH STRENGTH EPDXY 1' <br />EMBED. MIN. m 32' OC MAX. <br />%' THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />I-X4' OR 170• P.T. NAILER <br />P.T. OR'/'x4' MIN. SECURE <br />❑ <br />TH -yI <br />THRU FRAME 1 EXTEND I-Y,' <br />INTO BLOCK WA/ M�' TAFYANS <br />OR DRIVE PM <br />(MIN. 9NANK SIZE .145 <br />MIN 1A SIZE 300 <br />❑ <br />MR EMBEDMENT 1-Y.' <br />WITHIN 8' OF EACH END 1 B' <br />O.C. MAX SPACING <br />DOOR CASING <br />DOOR JAMB OR WINDOW <br />ATTACH TO 2X PER <br />MANUFACTURES 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 />eCALE: <br />2X4: CM <br />SECURE TO BLOCK W/',N., <br />TAPO" OR DRIVE PIN <br />(MIN, SHANK 812E .10 <br />MIN. HEAD SIZE 300 <br />MIN, EMBEDMENT I )V,') <br />WITHIN 8' OF EACH END 1 <br />B' O.C. MAX SPACWW <br />2X6: <br />SECURE TO ROCK WPN <br />SECURE TTAPOONS O <br />DRIVE PIN <br />(MIN SHANK SIZE .10 <br />❑ <br />MIN. HEAD SIZE 300 <br />MIN EMBEDMENT I Y4') <br />WITHIN I" OF EACH END 1 <br />18' O.C. MAX SPA01453, <br />a, cm <br />2X8' Cs= <br />X' DRYWALL <br />SECURE TO ROCK W'2-%* <br />TAPCONS OR DRIVE PIN <br />I'X4' OR I'M' P.T. NAILER <br />(MRI. SHANK SIZE .W5 <br />DOOR CASING <br />MIN. HEAD SIZE 3" <br />DOOR JAMB OR WINDOW <br />MIN EMBEDMENT I Y') <br />ATTACH TO 2X PER <br />WITHIN 8' OF EACH END 1 <br />IBM. MAX SPACNG. <br />MANUFACTURES 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 +1-1 2" <br />SCALE. I'.1'-0' <br />z� <br />�o <br />1—STORY GABLE <br />1 A BLOCK WALL <br />SCALE: 3/4' -1'-0' <br />2x4 BLOCKING BETWEEN <br />TRUSSES WHERE 'X' 15R4 <br />IS PRESENT <br />PRE-ENG GABLE TRUSS <br />2x4 NAILER <br />CONT. 2x4 RAT RUN SECURE <br />W/ (2) 12d's tv EACH TRUSS <br />TO BE INSTALLED * MID. <br />POINT OF TRUSS SPAN, OR <br />10'-0' O.C. MAX. <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />1' GYPSUM BOARD OR <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) R5 REBAR VERTICALLY <br />W/ CONIC. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />g 16' 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 aadel <br />TRUSSES WHERE 'X' BRACING <br />INSTALLED PER FBCR <br />IS PRESENT <br />R9052.1 ON a' 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'6 ® EACH TRUSS <br />2x4 OR 2x6 SUB -BAND m= <br />TO BE INSTALLED o MID. POINT OF <br />PER ELEVATIONS TYR <br />TRUSS SPAN, OR 10'-0' O.C. MAX. <br />VENTED ALUM. SOFFIT a off <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-vALUES <br />STIFFBACK (SEE SEALED <br />1' GYPSUM BOARD OR <br />TRUSS ENG. FOR SIZE 4 <br />HIGH STRENGTH CLG. <br />CONDITION.) <br />BOARD <br />O.S.B. SHEATHING OR }' r <br />2x4 NAILER <br />CDX PLYWOOD. ATTACHED <br />PER FASTENER SCHEDULE <br />2x4 m 24' O.C. m INTERIOR <br />ON SHEET D5 <br />KNEE WALL <br />1/8' THICK, 3 COAT <br />CONIC. FILLED LINTEL BLK W/ <br />PORTLAND CEMENT PLASTER <br />(1) S REBAR CONTINUOUS <br />OVER EXPANDED GALV'D <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) S 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'e 8' O.C. MAX <br />B 16' O.C. <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 1' <br />WOOD BASE <br />EMBED. MIN. m 32' OC MAX. <br />%' THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />T <br />0 <br />1—STORY GABLE <br />W/ VAULT CLG. <br />UI—pB—) BLOCK WALL <br />SCALE: 3/4' = I' -O' <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 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 4669 TYPE Iv, OR ASTM D 6151 <br />2X4. ® <br />2X4: ® <br />2X4, CM <br />SECURE TO BLOCK W/ <br />SECURE TO W/ 9L' <br />SECURE TO BLOCK LW' <br />TAPCONS OR DRIVE PM <br />OBLOCK <br />TAPCONS OR DRIVE PM <br />TAPCONS OR DRIVE PIN <br />(MIN. SHANK SIZE .145 <br />(MIN. SHANK SIZE J45 <br />(MIN. SHANK SIZE J45 <br />MRJ. HEAD SIZE 300 <br />MIN. HEAD SIZE 300 <br />MILL HEAD SIZE 300 <br />MR4. EMBEDMENT I Y') <br />MIR EMBEDMENT I V) <br />MIN. EMBEDMENT 149 <br />WITHIN 8' OF EACH END 1 <br />WITHIN 8' OF EACH END 1 <br />WITHIN &- Or EAC14 END 1 <br />B' O.C. MAX SPACING. <br />W O.C. MAX SPACNW. <br />V O.C. MAX SPACING. <br />2x6, ® <br />SECURE TO ROOK WR-i(' <br />TAPCONS OR DRIVE PM <br />NOTE: STRUCTURAL 2X MUST <br />BE ON OUTSIDE 1 SE-11 <br />2X6.ET <br />SECURE TO ROCK W/2- <br />TAPCONS OR DRIVE PM <br />❑ <br />NOTE: STRUCTURAL 2X MUST <br />2X6. ® <br />SECURE TO BLOCK W//1IN <br />7APCONB OR DRIVE PM <br />❑ <br />(MIN. SHANK, SIZE J45 <br />THRODUGH NON-STRUCTURAL <br />(MIN. SHANK SIZE J45 <br />BE ON OUTSIDE 1 SECURED <br />lMIR SHANK SIZE J45 <br />MIN. HEAD SIZE 300 <br />V TAPCOJ MIN. 1-Yi <br />MIN HEAD SIZE 300 <br />THROUGH NON-STRUCTURAL <br />MIN HEAD SIZE 300 <br />MIN. EMBEDMENT I Y') <br />EMBEDMENT INTO ROCK <br />MIR EMBEDMENT I Y') <br />%' TAPCON MIN. I-Y.' <br />MR EMBEDMENT I Y,') <br />WITHIN 8' OF EACH END 1 <br />a, CMR.I <br />WITHIN 8. OF EACH END 1 <br />EMBEDMENT IMO BLOCK <br />WITHIN 9' OF EACH END 1 <br />W OG. MAX SF°AGRWC.s. <br />h' DRYWALL <br />IB' O.C. MAX SPACING. <br />a, CMIJ <br />18' O.G. MAX SPACING. <br />2X8: ® <br />I'X4. OR 1•X2' P.T. NAILER <br />2X& ® <br />K' DRYWALL <br />IXB, <br />SECURE TO BLOCK 02'%' <br />TAPC4" OR DdVE PM <br />.X' M <br />J6' OBB. X 4' MIN. <br />SECURE TO BLOCK W/2-i(.' <br />TAPCCNS OR DRIVE PM <br />I'X4' OR 1'X2' P.T. NAILER <br />SEa11� TO BLOCK WA-V4' <br />TAPCONS OR DRIVE PIN <br />MIN. SHAI SIZE .W5 <br />DOOR CASING <br />(MIN SHAH- SIZE J45 <br />DOOR CASWG <br />(MIN SHANK SIZE .145 <br />MIN. HEAD SIZE 300 <br />DOOR JAMS WINDOW <br />MIN. HEAD SIZE -100 <br />DDOR JAMB OR WINDOW <br />MIN HEAD SIZE 300 <br />HEDMENT <br />ATTACH TO 2X PER <br />MIN <br />E 8 OD EACH NT E'ND <br />ATTACH TO 2X PER <br />MIR <br />REBED <br />WITHINMIR <br />CF EACHYEND 1 <br />B' O.C. MAX SPACING. <br />MANUFACTURES DETAILS. <br />WI NIN 1 <br />B' OC. MAX BPACWG. <br />MANUFACTURER DETAILS. <br />EACHENDEND 1 <br />18' O.G. MAX SPACING. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) <br />DOOR JAMB TO BLOCK +1-15/16" <br />C WINDOW TO BLOCK +1-15 16' <br />SCALE: I'.I'-0• <br />2X4: <br />SECURE TO BLOCK W/ <br />TAPCONS OR DRIVE PIN <br />(MIN. SHANK SIZE J45 <br />MIN HEAD SIZE 300 <br />MIN. EMBEDMENT IV) <br />WITHIN 8' OF EACH END 1 <br />ID'O.C. MAX SPACING. <br />2x6: cm <br />SECURE TO BLOCK W/J-�il�' <br />NOTE: STRUCTURAL 2X MUST <br />TAPCONS OR DRIVE PM <br />(MIN. SHAM- SIZE 145 <br />BE ON OUTSIDE 1 SECURED <br />THROUGH NON-STRUCTURAL <br />MIN HEAD SIZE 300 <br />%- TAPCCN MIL 1-Y' <br />MIN. EMBEDMENT 1)" ') <br />EMBEDMENT INTO BLOCK <br />WITHIN 6' OF EACH END 1 <br />a, allu <br />B' O.C. MAX SPACNG <br />Y2' DRYWALL <br />2Xa, ® <br />SECURE TO ROCK Wrl-%- <br />I'X4' OR I'X2' P.T. NAILER <br />TAPCONS OR DRIVE PIN <br />I- P.T. X 4• MIL <br />(MIN. SHANK SIZE .145 <br />DOOR CASING <br />MIN. HEAD SIZE 900 <br />DOOR JAMB OR WINDOW <br />MIN. EMBEDMENT I V) <br />ATTACH TO 2X PER <br />WITHIN 8' OF EACH END 1 <br />B' O.C. MAX SPACING. <br />MAMPACTURES DETAILS. <br />NOTE, SHIM AS NEEDED TO PLUMB JAM® (DO NOT EXCEED V) <br />DOOR JAMB TO BLOCK +2 1/4" <br />WINDOW TO BLOCK +2 1/4" <br />L SCALE, <br />NOTE: SHIM AS NEEDED TO PLUMB JAM (DO NOT EXCEED V) <br />DOOR JAMB TO BLOCK +T <br />WINDOW TO BLOCK +T <br />L SCALE: <br />2X4: <br />SECURE TO BLOOD W` 34' <br />tAPCONS OR DRIVE PIN <br />(MIN SHANK SIZE .145 <br />MR HEAD SIZE 300 <br />MIN. EMBEDMENT I <br />IN S' O EN <br />WITHIN 8' MAXEACN END 1 <br />B' O.C. X SPACING <br />NOTE, STRUCTURAL 2X MUST <br />ON NONE 1 SECURED <br />THIB7UGH NON-STRUCTURAL <br />THROUGH <br />2x6: ® <br />TAPCON MIR I-B <br />SECURE TO ROCK Wll-N' <br />EM <br />EMBEDMENT INTO BLOCK <br />OR DRIVE PM <br />TAP(MIR SHANK <br />(MIN BHANC SIZE .I45 <br />D <br />a' CMtI <br />MIN. HEAD SIZE 300 <br />)S' DRYWALL <br />MIN. EMBEDMENT IV) <br />WITHIN e' OF EACH END 1 <br />I'X4' OR I'X2' P.T. NAILER <br />B' O.C. MAX SPACNG <br />T1. 2X SECURE TO <br />2X8: C3= <br />MEMBER.2A2d <br />SECURE TO ROCK W/2-V <br />WITHIN W OF EACH END 1 6• <br />TAPCONS OR DRIVE PIN <br />r.. <br />TO a' OL. MAX <br />(MIN. SHANK SIZE .145 <br />DOOR CASING <br />MIN. HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MIN EMBEDMENT I Y') <br />ATTACH TO 2X PER <br />W1711IN 8' OF EACH END 1 <br />B' O.C. MAX SPACNG. <br />MAFACTUIRES DETAILS. <br />M <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED)') <br />DOOR JAMB TO BLOCK +T <br />��1 WINDOW TO BLOCK +T <br />SCALE, <br />NOTE: STRUCTURAL 2X MIST <br />Be ON OUTSIDE 1 SECURED <br />THROUGH NON-STRUCTURAL <br />%- TAPCON MUM. 1-V <br />EMBEDMENT INTO BLOCK <br />a' CMU <br />h'DRYWALL <br />I'x4. OR 1'X2' P.T. NAILER <br />36' 0.9.15. X 4' MIN <br />DOOR CASING <br />DOOR JAMB OR WINDOW <br />ATTACH TO 2X PER <br />MAWFACTURES DETAILS. <br />NOTE: 8 41M 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. CEO <br />SECURE TO BLOCK "'I <br />TAPCCNB OR DRIVE PIN <br />(MIN. SHANK SIZE .145 <br />MIN HEAD SIZE 300 <br />MIN. EMBEDMENT I Y49 <br />WITHIN S' OF EACH END 1 <br />IS' O.C. MAX SPACING. <br />2X6. CEO <br />SECURE TO BLOCK ILIA-1/4' <br />TAPCONS OR DRIVE PIN <br />NOTE. BTRUG7URAL IX M18T <br />(MIN SHANK SIZE .145 <br />BE ON OUTSIDE 1 SECURED <br />MIN. HEAD SIZE 300 <br />1THROUGH <br />NON-STRUCTURAL <br />MIR EMBEDMENT I Y') <br />%' TAPCON MIN I-V <br />WITHIN 8' OF EACH END 1 <br />EMBEDMENT INTO BLOCK <br />I," OL, MAX SPACING, <br />a, cm <br />2X8. ® <br />K' DRYWALL <br />SECURE TO ROCK WA-V4' <br />TAPCONS OR DRIVE PIN <br />1'14. OR I'-' P.T. NAILER <br />(MIN. SWANK SIZE .145 <br />1• P.T. X 4' MIL <br />MRHEAD SIZE 300 <br />DOOR CAGING <br />MIN. EMBEDMENT I Y49 <br />WITHIN 8' OF EACH END 1 <br />DOOR JAMB OR WINDOW <br />18' OC. MAX SPACING. <br />ATTACH TO 2X PER <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') <br />DOOR JAMB TO BLOCK +3 3/4" <br />�u1 WINDOW TO BLOCK +3 3/4" <br />SCALE: 1'.I'-0' <br />A E C N I T E C T B <br />Design <br />Grou .2. <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407.774.4078 <br />www.ab esigngroup.com <br />AA M. 0003325 <br />w <br />x <br />y <br />8 <br />y <br />x <br />F <br />0 <br />F <br />4 <br />F <br />SLTnDIV. AC LOT: <br />SILVERADO <br />LOT 1 <br />BLK 7 <br />PROJWT# <br />04128.000-00171 <br />MOii111111ma <br />4EAB <br />"1672—ARIA" <br />GARA IC 8TrWG: <br />RIGHT <br />PAGB: <br />MONOLITHIC <br />1—STORY <br />WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B <br />rj:DA'jTaT 10/19/17� 1/4"=1'-0" <br />1)3 <br />