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FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />RB052.1 ON �,,' O.S.B. <br />SHEATHING OR 2' 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 />TRU55 PLAN <br />% THICK, 3 COAT 7- <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />WOOD <br />CONSTRUCTI O1, <br />�. <br />SEE ENERGY CODE FORMS <br />:OR INSULATION R-VALUES <br />' GYPSUM BOARD OR 1, HIG <br />STRENGTH 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 />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 />m 16' O.G. <br />8' 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' 0.5.8. OR }' GDX <br />TYVEK BUILDING WRAP <br />FORTIF15ER BLDG PAP <br />GALv'D MTL. LATH <br />1/8' TEXTURED <br />FINISH a WOOD <br />Ya' TO %' MID WALL <br />WEEP SCREED <br />Z(L <br />E J <br />8' GMU <br />5/8' TEXTURED <br />FINISH A MASONRY <br />WEEP SCREED <br />DETAIL @) WOOD TO <br />2 L' V 1, 1, V <br />SCALE: I I/2' =1N I' -01V' <br />FIBERGLASS SHINGLES OVER- <br />030 FELT PAPER INSTALLED <br />PER FBCR RB052.1 ON �,,' <br />O.S.B. SHEATHING OR j' COX <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 AT ALL UPRIGHTS <br />OVER 4'-10' HIGH (SEE <br />SEALED ENG. FOR SIZE 4 <br />COND I T 1ONJ- <br />O.S.B. SHEATHING OR }' <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 F-ORTIF15ER <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' 5R,4 <br />15 PRESENT <br />PRE-ENG GABLE TRUSS <br />2x4 NAILER <br />CONT. 2x4 RAT RUN SECURE <br />m" W/ (2) 12d's m EACH TRUSS <br />rYP. TO BE INSTALLED is MID. <br />o.H. POINT OF TRUSS SPAN, OR <br />10'-0' O.G. MAX. <br />SECURE GABLE TO 2x6 P.T. <br />PLATE W/ 12d's 8' O.C. MAX <br />{ <br />SECURE 2x6 PT. PLATE TO <br />i <br />BLK W/ }'xB' ANCHOR BOLT W/ <br />I <br />2' WASHER SET IN SIMP50N <br />HIGH STRENGTH EPDXY 1' <br />EMBED. MIN_ s 32' OG MAX. <br />%' THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED w <br />DIRECTLY TO MASONRY <br />F � <br />- <br />CMU <br />1�1 <br />A'DRYWALL <br />I7(4' OR I'X2' P.T. NAILER <br />1.4 P.T. OR % 4' MK SECURE <br />❑ <br />THRU FRAME 4 EXTEND 1-Y' <br />INTO BLOCK UW %' TAPCONS <br />OR DRIVE PM <br />MIN.. SIZE <br />MIR HEAD 816E 3000 <br />❑ <br />(MIN EMBEDMENT Imo' <br />WITHIN 8' OF EACH END 4 B' <br />O.C. MAX SPACING <br />DOOR CASING <br />DOOR JAMB OR WINDOW <br />ATTACH TO 2X PER <br />MANUFACTURES DETAILS. <br />NOTE: &HIM 45 NEEDED TO PLUMB JAMB (DO NOT EXCEED ),'1 <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'-V <br />2X4 CEO <br />SECURE TO BLOCK W/ % <br />TAPCONS OR DRIVE PM <br />(MR SHANK SIZE J45 <br />MIN. HEAD SIZE "0 <br />nut EMBEDMENT I Y.') <br />WITHIN 8' OF EACH END 4 <br />I8. O.C. MAX SPACING. <br />2X6: CEO <br />WP-3Y,' <br />SECURE TORBLOCKDRIVE <br />SECURETAPC4"TO <br />DRIVE PM <br />(M R-L SHANK SIZE J45 <br />❑ <br />MIN HEAD SIZE 300 <br />MIN. EMBEDMENT I )V.•) <br />WITHIN 8. OF EACH END 4 <br />18' O.C. MAX SPACING. <br />B CT'XJ <br />2X8: ® <br />)f' DRYWALL <br />SECURE TO BLOCK W/Z-%* <br />TAPCONS OR DRIVE PM <br />I'X4' OR I'X2' P.T. NAILER <br />(MIN. &HANG SIZE .H5 <br />DOOR CASING <br />MM. HEAD 812E 300 <br />DOOR JAMB OR WINDOW <br />MIN. EMBEDMENT I Y') <br />ATTACH TO 2X PER <br />WITHIN e' O= EACH END 4 <br />IS. O.O. MAX SPACING <br />MANUFACTURES DETAILS. <br />NOTE: SWIM AS NEEDED TO PLUM® JAMB (DO NOT EXCEED )4') <br />DOOR JAMB TO BLOCK +1-1/2" <br />%n1 WINDOW TO BLOCK +1-1/2" <br />SCALE: <br />1—STORY GABLE <br />�ABLOCK WALL <br />SCALE: 3/4'=1'-0' <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />9' GYPSUM BOARD OR #' <br />HIGH STRENGTH CLG. <br />BOARD <br />GONG. 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 />® 16' O.G. <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 />I <br />TRUSSES WHERE 'X' BRACING <br />INSTALLED PER FBCR <br />15 PRESENT <br />R505.2.1 ON a' O.S.B. <br />SHEATHING OR }' GDX <br />PLYWOOD SECURED PER <br />PRE-ENG GABLE TRUSS <br />FASTENER SCHEDULE <br />CONT. 2x4 RAT RUN SECURED W/ (2) <br />P.T. Ix2 W/ MTL. DRIP EDGE <br />12d's o EACH TRUSS <br />2x4 OR 2x6 SUB -BAND m, <br />TO BE INSTALLED m MID. POINT OF <br />PER ELEVATIONS TYP. <br />TRUSS SPAN, OR 10'-0' O.G. MAX. <br />VENTED ALUM. SOFFIT aH. <br />SEE ENERGY CODE FORMS <br />STIFFBACK AT ALL <br />FOR INSULATION R-VALUES <br />UPRIGHTS OVER W-10' <br />I' GYPSUM BOARD OR ' <br />HIGH (SEE SEALED ENG. <br />HIGH STRENGTH CLG. <br />FOR SIZE 4 CONDITION.) <br />BOARD <br />O.S.B. SHEATHING OR }' <br />2x4 NAILER <br />CDX PLYWOOD. ATTACHED <br />PER FASTENER SCHEDULE <br />2x4 0 24' O.G. ®INTERIOR <br />ON SHEET D5 <br />KNEE WALL <br />1/5' THICK, 3 COAT <br />GONG. FILLED LINTEL BLK W/ <br />PORTLAND CEMENT PLASTER <br />(1) 05 REBAR CONTINUOUS <br />OVER EXPANDED GALV'D <br />( <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 />(I) "5 REBAR VERTICALLY <br />(SEE DETAIL 2) <br />W/ CONIC. POURED CELL <br />SECURE GABLE TO 2x6 P.T. <br />Ix2 P.T. FURRING STRIPS <br />PLATE W/ 12d's 8' O.C. MAX <br />16' O.G. <br />SECURE 2x6 PT. PLATE TO <br />BLK W/ }'xB' ANCHOR BOLT <br />8' GMU <br />W/ 2' WASHER SET IN 51MPSON <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 w <br />f� <br />�o <br />1—STORY GABLE <br />W/ VAULT CLG. <br />Uj—B-p-� BLOCK WALL <br />SCALE: 3/4' =1' -0' <br />NOTE: <br />PER FBCR B052.1 - 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 A5TM D226 TYPE <br />11, ASTM D 48C6B TYPE Iv. OR ASTM D 6151 <br />2X4: ® <br />2X4, ® <br />2X4: 1$ <br />SECURE TO BLOCK W/ �6' <br />SECURE TO BLOCK W/ <br />SECURE TO BLOCK WN♦' <br />TAPCONS OR DRIVE PM <br />TAPCONS OR DRIVE PM <br />TAPCONS OR DRIVE PIN <br />(MIN. SHANK SIZE J45 <br />MIN SHANK SIZE .145 <br />(MIN. SHANK SIZE J45 <br />MR 1 EAD SIZE 3" <br />MIN. HEAD SIZE 300 <br />MIR HEAD SIZE 300 <br />MR EMBEDMENT I Y.•) <br />MIN. EMBEDMENT I Ya') <br />MIR EMBEDMENT I Y.') <br />WITHIN 8' OF EACH END 4 <br />WITHM 8. OF EACH END <br />END <br />H,OC. <br />IS' O.G. MAX SPACING. <br />18' O.C. MAX SPACING <br />B!IMAX SPACING. <br />2X6: ® <br />SECURE TO BLOCK W/2-3(r.' <br />OR DRIVE PIN <br />NOTE 9 OUTSIDE # 2X MSTRED <br />BE ON OUTSIDE SECURED <br />2X6: ® <br />SECURE TO BLOCK W/2-4i(,' <br />OR DRIVE PM <br />NOTE: 3X MUST <br />2X6: ® <br />SECURE TO $LOCK WPIN <br />T OR DRIVE PIN <br />❑ <br />(MIR <br />(MIN SHANK SIZE .145 <br />THROUGH N C- RAL <br />(MIR SHA <br />MIRK SHANK SIZE.145 <br />ON OUTSIDE SECURED <br />OUTSIDE <br />IN- SkA <br />(MIN SHANK SIZE .10 <br />MM. HEAD 612E 300 <br />MR 1141 <br />9(4' TAPCON MM. I-Y' <br />MM. HEAD 612E 300 <br />TW <br />THROUGH NON-STRUCTURAL <br />MR HEAD 612E 300 <br />MIN EMBEDMENT I Y') <br />EMBEDMENT R1TO BLOCK <br />MIN. EMBEDMENT I Y') <br />1L,` TAPCON MIN Imo• <br />MR EMBEDMENT I Y.') <br />WITHIN 8' OF EACH END 4 <br />S. GI'A1 <br />WITHIN 8' Or EACH END 4 <br />EMBEDMENT INTO BLOCK <br />WITHM 8' OF EACH END 4 <br />IS' O.C. MAX 6PACING. <br />Y• DRYWALL <br />IS' O.C. MAX SPACING. <br />a' QMU <br />18' OC. MAX SPACING. <br />2X8: ® <br />I'X4' OR I•x2' P.T. NAILER <br />2X8 ® <br />1F DRYWALL <br />2X8: <br />SECURE TO BLOC( W/2- <br />TAPCONS OR DRIVE PM <br />36- O.S.B. X 4• MR <br />SECURE TO BLOCK WR-1-' <br />TAF--," OR DRIVE PIN <br />I'X4' OR I'X2' P.T. NAILER <br />SECURE TO BLOCK W/I-1'- <br />TAPGON$ OR DRIVE PIN <br />(MIN. 6HANK 517E .145 <br />DOOR CASING <br />(MIN. SHANK SIZE .W6 <br />DOOR CASING <br />(MIN. SHANK 516E J46 <br />MR HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MRHEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MIN HEAD SIZE 300 <br />MIN. EM5EDMQ4T I Y') <br />ATTACH TO 2X PER <br />MIN. EMBEDMENT I )'49 <br />ATTACH TO 2X PER <br />MIN EMBEDMENT 149 <br />WITHIN 8' OF EACH END 4 <br />16' OG. .C. MAX SPACIN <br />MANUFACTURES DETAILS. <br />WITHIN 8' OF EACH END 4 <br />18' O.C. MAX SPACING..IB' <br />FACTURES DETAILITH <br />MANUFACTURESS. <br />W 8 IN ' OF EACH END 4 <br />OC. MAX SPACING. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y•) <br />DOOR JAMB TO BLOCK +1-15/16" <br />WINDOW TO BLOCK +1-15/16" <br />V1 SCALE: <br />2X4: <br />SECURE TO BLOCK W/ <br />TAPGONS OR DRIVE PIN <br />(MIN 6HANK SIZE .145 <br />MIN. HEAD SIZE 300 <br />MIN EMBEDMENT I)V <br />WITHM 8' OF EACH E1JD 4 <br />IS' OC. MAX SPACW- <br />2X6: CEM <br />SECURE TO BLOCK W�'1-)6s' <br />NOTE: STRUCTURAL 2X MST <br />TAPCONS OR DRIVE PM <br />8E ON OUTSIDE 4 SECURED <br />(MIN SHANK SIZE J46 <br />THROUGH NON-STRUCTURAL <br />MIN. HEAD SIZE 300 <br />Y.' TAPCON MIN I-V <br />MIN EMBEDMENT I)V4') <br />EMBEDMENT INTO BLOCK <br />WITHIN 8' OF EACH END t <br />a. Cm18' <br />O.G. MAX $PACING. <br />15' DRYWALL <br />2xa: ® <br />SECURE TO BLOCK UV2 <br />I'X4' OR I'X2' P.T. NAILER <br />TAPGONS OR DRIVE PM <br />I' P.T. X 4' MIN. <br />(MIN SHANK SIZE .145 <br />DOOR CASING <br />MIN HEAD SIZE --" <br />DOOR JAMB OR WINDOW <br />MIN. EMBEDMENT I Y') <br />Ai1AGa i0 2X PER <br />WITHIN a'OF EACH END 4 <br />B' OC. MAX SPACRYs. <br />MANUFACTURES DETAILS. <br />NOTE: SHIN AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y.') <br />DOOR JAMB TO BLOCK +2 1/4" <br />�n1 WINDOW TO BLOCK +2 1/4" <br />D SCALE: I'.I'_0• <br />NOTE: $HM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') <br />DOOR JAMB TO BLOCK +T <br />WINDOW TO BLOCK +T <br />L SCALE: <br />2X4: CM <br />SECURE TO BLOCK W/,' <br />TAPCONS OR DRIVE PIN <br />(MIN. SHAM SIZE .WS <br />MIN. HEAD SIZE 300 <br />MIN. EMBEDMENT I Y49 <br />WITHIN 8' OF EACH END 4 <br />18' O.C. MAX 5PACNG <br />NOTE: STRUCTURAL 2X MUST <br />BE ON OUTSIDE 4 SECURED <br />THROUGH NON-STRUCTURAL <br />2X6: DIED <br />TAPOOJ MR Imo• <br />5ECURE TO BLOCK Ul/1-i(y' <br />EMBEDMENT INTO BLOCK <br />TAPGONS OR DRIVE PM <br />(MIN SHANK SIZE .145 <br />❑ <br />e' CMU <br />MIN. HEAD SIZE 300 <br />V DRYWALL <br />MIN. EMBEDMENT I '9) <br />WITHIN 8' OF EACH END 4 <br />i'X4. OR I'X2' P.T. NAILER <br />18' D.C. MAX SPACING. <br />2ND 2X SECURE TO <br />: ® 2X8 <br />STRUCTURAL MEMBER W/(2)12.I <br />SECURE TO BLOCK W/1-j(4' <br />WITHIN 8' OF EACH END 4 6' <br />TAPCONS OR DRIVE PM <br />TO 8' OC. MAX <br />(MIN SHANK SIZE J45 <br />DOOR CASING <br />MIN. HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />EMBEDMENT I Ys') <br />ATTACH TO 2X PER <br />WITHIN 8' OF EACH END 4 <br />IS'O.C. MAX SPACING- <br />MANUFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUG JAMB (DO NOT EXCEED V) <br />DOOR JAMB TO BLOCK +T <br />WINDOW TO BLOCK +T <br />SCALE: I'.I'-0' <br />NOTE: STRUCTURAL 2X MUST <br />BE ON OUTSIDE 4 SECURED <br />THROUGH NON-STRUCTURAL <br />�6' TAPCON MR I-Y' <br />EMBEDMENT INTO BLOCK <br />a' CMU <br />Y' DRYWALL <br />I'X4. OR 150' P.T. NAILER <br />%' O.S.B. X 4' MIN. <br />DOOR CASING <br />DOOR JAMB OR WINDOW <br />ATTACH TO 2X PER <br />MAIFACTURES DETAILS. <br />NOTE: 5MM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') <br />DOOR JAMB TO BLOCK +3-7/16" <br />WINDOW TO BLOCK +3-7/16" <br />V SCALE: <br />2X4: CM <br />SECURE TO BLOCK UA4 <br />TAPCON5 OR DRIVE PIN <br />(MIN SHANK SIZE .145 <br />MR HEAD SIZE 300 <br />MIN EMBEDMENT I Yj ) <br />WITHIN 8' OF EACH END 4 <br />18' O.C. MAX &PACING. <br />ZX6: CM <br />SECURE TO BLOCK WA-1/4' <br />TAPCONS OR DRIVE PIN <br />NOTE: 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 I Y4•) <br />V TAPCON MIR 1-Y' <br />WITHIN 8' OF EACH END 4 <br />EMBEDMENT INTO BLOCK <br />16' OC. MAX SPACING. <br />a, Cm <br />2X8: ® <br />SECURE TO BLOCK WATT/4' <br />K' DRYWALL <br />TAPCONS OR DRIVE PIN <br />I'X4' OR I•M' P.T. NAILER <br />(MIN. SHANK 817E .145 <br />I• P.T. X 4' MIN <br />MIN. HEAD SIZE 300 <br />DOOR CASING <br />MUM. EMBEDMENT I Y4') <br />WITHIN 8' OF EACH END 4 <br />DOOR JAMB OR WINDOW <br />IS' OC. MAX $PACING. <br />ATTACH TO IX PER <br />MANUFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAM (DO NOT EXCEED V) <br />DOOR JAMB TO BLOCK +3 3/4" <br />WINDOW TO BLOCK +3 3/4" <br />SCALE: <br />A R C R I T E C T 3 <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.abdeslgngroup.com <br />AA #: 0003326 <br />w <br />y <br />a <br />w <br />a <br />0 <br />0 <br />F <br />0 <br />SILVERADO <br />LOT #17 <br />BLK #1 <br />PROJECT► <br />04128.000-17001 <br />IWDEIc <br />4EHB <br />"2605—HAYDEN" <br />GARAGE BTIUCCI. <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 />D TM 11/09/16 <br />BCAI.M 1/4"=l'-0" <br />9IiEET <br />�3 <br />