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FIBERGLASS SHINGLES OVER <br />030 FELT PAPER INSTALLED <br />2x4 BLOCKING BETWEEN <br />FIBERGLASS SHINGLES <br />2x4 BLOCKING BETWEEN <br />A R C H I T E C T S <br />FIBERGLASS SHINGLES <br />PER FBCR RW52.1 ON J' <br />TRUSSES WHERE 'X' BRACIN <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />TRUSSES WHERE 'X' BRACING <br />OVER 030 FELT PAPER <br />0.5.5. SHEATHING OR �' COX <br />15 PRESENT <br />RS052.1 ON a' O.S.B. <br />IS PRESENT <br />INSTALLED PER FBCR <br />PLYWOOD SECURED PER <br />R9052.1 ON �' O.SB. <br />FASTENER SCHEDULE <br />PRE-ENG GABLE TRUSS <br />PLYWOOD SECURED PER <br />PRE-ENG GABLE TRUSS <br />SHEATHING OR }' CDX <br />PLYWOOD SECURED PER <br />P.T. Ix2 W/ MTL. DRIP EDGE <br />2x4 NAILER <br />CONT. 2x4 RAT RUN SECURE <br />FASTENER SCHEDULE <br />P.T. Ix2 W/ MTL. DRIP EDGE <br />CONT. 2x4 RAT RUN SECURED W/ (2) <br />12d's m EACH TRUSS <br />DeSi Il <br />Grouine. <br />FASTENER SCHEDULE SEE ENERGY CODE FORI"I5 <br />2x4 OR 2x6 SUB -BAND I, 0. <br />PER ELEVATIONS <br />W/ (2) 12d's m EACH TRUSS <br />2x4 OR 2x6 SUB -BAND o' <br />TO BE INSTALLED m MID. POINT OF <br />PRE-ENG TRUSS FOR INSULATION R-VALUES <br />VENTED ALUM. SOFFIT off <br />TO BE INSTALLED m MID. <br />PER ELEVATIONS TYP. <br />TRUSS SPAN, OR 10'-0' O.G. MAX. <br />BUD.P.T. <br />7 <br />IX2 W/ MTL. DRIP EDGE 1 GYPSUM BOARD OR I' HIG <br />STIFFBACK AT ALL UPRIGHTS <br />POINT OF TRUSS SPAN, OR <br />10'-0' O.G. MAX. <br />VENTED ALUM. SOFFIT ON. <br />-- <br />SEE ENERGY CODE FORMS <br />GWOORONALDRL327 <br />NGWOOD, R32760STRENGTH <br />CLG. BOARD <br />OVER 4'-10' HIGH (SEE <br />STIFFBACK AT ALL <br />FOR INSULATION R-VALUES <br />PH: 407-77460782x4 <br />OR 2x6 SUB -BAND <br />SEALED ENG. FOR SIZE : <br />SEE ENERGY CODE FORMS <br />UPRIGHTS OVER 4'-10' <br />'GYPSUM BOARD ORwww.abdesigngroup.com <br />L144i. <br />FAX: 407-7744078PER <br />ELEVATIONS GONG. FILLED LINTEL BLK W/ <br />CONDITION.) <br />FOR INSULATION R-VALUES <br />NIGH CSEE SEALED ENG. <br />HIGH STRENGTH CLG, <br />0003325 <br />ALUM. SOFFIT CI) "5 REBAR CONTINUOUS <br />O.S.B. SHEATHING OR I' <br />FOR SIZE 4 CONDITION.) <br />BOARD <br />I1-0" PRECAST LINTEL <br />EMBED. STRAP VERIFY W/ TYP. <br />TRUSS PLAN oH_ SEE ENERGY CODE FORMS <br />b <br />COX PLYWOOD. ATTACHED <br />PER FASTENER SCHEDULE <br />g GYPSUM BOARD OR } <br />HIGH STRENGTH CLG, <br />BOARD <br />J. O.S.B. SHEATHING OR <br />r <br />COX PLYWOOD. ATTACHED <br />2x4 NAILER <br />2x4 m 24' O.G. m INTERIOR <br />FOR INSULATION R-VALUES <br />ON SHEET D5 <br />PER FASTENER SCHEDULE <br />KNEE WALL <br />WINDOW ATTACHMENT AS <br />1/5' THICK, 3 COAT <br />*5 FILLED LINTEL BLK W/ <br />"5 <br />ON SHEET D5 <br />5/a THICK, 3 GOAT <br />PER MANUFACTURES <br />PORTLAND CEMENT PLASTER <br />(U <br />(1) REBAR CONTINUOUS <br />1/8' THICK, 3 GOAT <br />GONG. FILLED LINTEL BLK W/ <br />PORTLAND CEMENT <br />SPECIFICATIONS <br />OVER EXPANDED GALV'D <br />SEE ENERGY GORE MS <br />PORTLAND CEMENT PLASTER <br />(1) "5 REBAR CONTINUOUS <br />PLASTER APPLIED <br />METAL LATH ON FORTIF15ER <br />FOR INSULATION R-VALUES LUE5 <br />OVER EXPANDED CALVED <br />DIRECTLY TO MASONRY <br />PRECAST SILL <br />JUM50TEX GRADE 'D' PAPER <br />PRECAST LINTEL <br />METAL LATH ON FORTIFIBER <br />PRECAST LINTEL <br />(1) 05 REBAR VERTICALLY <br />OVER TYVEK BUILDING WRAP <br />WINDOW ATTACHMENT AS <br />JUMBOTEX GRADE 'D' <br />WINDOW ATTACHMENT AS <br />W/ GONC, POURED CELL <br />(REFER TO STUCCO SPECS <br />PER MANUFACTURES <br />PAPER OVER TYVEK <br />PER MANUFACTURES <br />lx2 P.T. FURRING STRIPS <br />FOR COMPLETE INFORMATION) <br />SPECIFICATIONS <br />BUILDING WRAP (REFER TO <br />SPECIFICATIONS <br />m 16' O.C. <br />WEEP SCREED <br />PRECAST SILL <br />STUCCO SPECS FOR <br />COMPLETE INFORMATION) <br />PRECAST SILL <br />' <br />8'CMU <br />(SEE DETAIL 2) <br />(1) 05 REBAR VERTICALLY <br />WEEP SCREED <br />(1) "5 REBAR VERTICALLY <br />1/2' GYP. WL. BD, <br />SECURE GABLE TO 2x6 P.T. <br />W/ GONG. POURED CELL <br />(SEE DETAIL 2) <br />W/ GONG. POURED CELL <br />w 1 <br />WOOD BASE <br />PLATE W/ 12d's 8' O.G. MAX <br />Ix2 P.T. FURRING STRIPS <br />SECURE GABLE TO 2x6 P.T. <br />Ix2 P.T. FURRING STRIPS <br />z a <br />® 16' O.C. <br />PLATE W/ 12d's 6' O.G. MAX <br />m 16' O.G. <br />SECURE 2x6 PT. PLATE TO <br />8CMU <br />I <br />SECURE 2x6 PT. PLATE TO <br />BLK W/ }'xV ANCHOR BOLT W/ <br />I/2' GYP WL BD <br />BLK W/ 'x9' ANCHOR BOLT <br />8' CMU <br />w <br />w <br />a <br />a <br />C <br />_LL <br />2' WASHER SET IN SIMPSON W/ 2' WASHER SET IN SIMPSON 1/2 GYP. WL. ED. <br />HIGH STRENGTH EPDXY 1' WOOD BASE HIGH STRENGTH EPDXY 1' WOOD BASE <br />EMBED. MIN. m 32' OG MAX. — EMBED. MIN. m 32' Or— MAX. <br />5/B THICK, 3 GOAT ° %' THICK, 3 GOAT '-- -- --r--' <br />PORTLAND CEMENT PORTLAND CEMENT^ <br />PLASTER APPLIED w PLASTER APPLIED c <br />1—STORY o DIRECTLY TO MASONRY <br />BLOCK WALL DIRECTLY TO MASONRY L Z� y <br />1 NOTE: <br />1—STORY GABLE 1—STORY GABLE PER FBCR'3052.1 - FOR ROOF SLOPES 2:12 TO m <br />1/16' O.S.B. OR }' GDX W/ VAULT CLG. LESS THAN 4:12, A (2) LAYER UNDERLAYMENT <br />TYVEK BUILDING WRAP 1 BLOCK WALL SYSTEM IS REQUIRED. FOR ROOF SLOPES OF m <br />1 SCALE: 3/4'=1'-0' UB <br />BLOCK WALL 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS <br />FORTIFIBER SLOG PAPE <br />SCALE: 3/4'=I'-0' PERMITTED BUT MUST BE PER ASTM D226 TYPE <br />GALV'D MTL. LATH 11, A5TM D 466S TYPE IV, OR ASTM D 6151 p <br />115' TEXTURED 9 <br />WOOD FINISH m WOOD olf <br />CONSTRUCTION E Ye' TO 5/a MID WALL <br />WEEP 5CREED <br />2X4: ® <br />2k4: ® <br />2k4: CEO <br />-- <br />SECURE TO BLOCK LU/ III. <br />TAPCON5 OR DRIVE PIN <br />SECURE TO BLOCK W/ W. <br />TAPCONS OR DRIVE PIN <br />SECURE TO BLOCK W/Yi <br />TAPCONS <br />'� <br />(MIN. SHANK SIZE 1415 <br />(MIN. SHANK SIZE .145 <br />OR DRIVE PIN <br />MIN. SHANK SIZE .145 <br />'. • ' J <br />MIN HEAD SIZE 300 <br />MIN. HEAD SIZE 300 <br />MIN HEAD SIZE 300 <br />a' CMU <br />) MIN. EMBEDMENT I Y' <br />WITHIN 8' OF EACH END 4 <br />MIN, EMBEDMENT I Y') <br />WITHIN 8' OF EACH END A <br />MIN. EMBEDMENT I Y4 ) <br />WITHIN 8' OF EACH END 4 <br />.__ <br />la' O.C. MAX 5PACIN(h <br />IS' OZ. MAX SPACING. <br />IS' OL, MAX WAGING- <br />5/8' TEXTURED <br />FINISH m MASONRY <br />° cMu <br />K' DRYWALL <br />I'X4' OR I'X2' P.T. NAILER <br />2X6: ® <br />SECURE TO BLOCK W2-i(.' <br />TAPCONS OR DRIVE PIN <br />NOTE:STRUCTURAL 2k MUST <br />❑ BE ON OUTSIDE I SECURED <br />® 2Xb: <br />SECURE TO BLOCK l-&l `' <br />TAPCONS OR DRIVE PIN ❑ <br />NOTE: STRUCTURAL 2k MUST <br />2X6: <br />SECURE TO BLOCK WPIN <br />TAPCONS OR DRIVE PIN <br />❑ <br />NOTE: STRUCTURAL 2X MUST <br />BE ON WT51DE SECURED <br />THROUGH NON-STRUCTURAL <br />P.T. OR WX4' MIL SECURE <br />(MIN. SHANK SIZE .W6 <br />THROUGH NON-STRUCTURAL <br />(MIN. SHANK SIZE .145 <br />' <br />BE ON CUTSIDE � SECURED <br />MIN. SHANK SIZE .145 <br />iL.' TAPCON MM. I•Y' <br />WEEP SCREED <br />❑ TH <br />THR1 FRAME .EXTEND 1-Y <br />INTO BLOCK UU 16.' TAPCONS <br />MIR HEAD SIZE 300 <br />MIR EMBEDMENT 1 Y , <br />%, TAPCON MIN kh' <br />EMBEDMENT INTO BLDDK <br />MIN. HEAD SIZE • <br />MM EMBEDMENT I Y') <br />THROUGH NON-5TRICTURAL <br />• TAPCCN MIN 1-Y• <br />MIR HEAD SIZE 300 <br />MIN EMBEDMENT I Y') <br />EMBEDMENT INTO i%ODIC <br />OR DRIVE <br />OR <br />WITHIN 8. OF EACH END <br />e• <br />WITHIN e' OF EACH END # <br />EMIBEDME4T INTO BLOCK <br />WITHIN 8' OF EACH END 4 <br />DETAIL ® WOOD T O <br />SHANK SIZE .145 <br />54AI SIZE <br />10' OZ. MAX SPACING. <br />DRY <br />K' DRYWALL <br />IS• OL. MAX SPADING. <br />8• Cral <br />18 DL. MAX SPACING <br />8 D� <br />1$' DRYWALL <br />MIN HEAD SIZE 300 <br />2XS' = <br />I-X4' OR I-X2- P.T. NAILER <br />2X8: ® <br />If' DRYWALL <br />2x6 <br />MIN EMBEDMENT I-Y.' <br />WITHIN 8' OF EACH END 4 10' <br />SECURE TO BLOCK W/1-i6.' <br />TAPCONS OR DRIVE PIN <br />7L`' OS$. X 4' HM <br />SECURE TO BLOCK WH-V' <br />TAPCONG OR DRIVE PM <br />X4' OR Pk2' P.T. NAILER <br />SECURE TO BLOCK WA-1/4' <br />TAPOONS OR DRIVE PIN <br />I'X4' OR I'K2' P.T. NAILER <br />76,E O.S.B. X 4' MIN. <br />2 <br />OL. MAX SPACING <br />(MIN. SHANK SIZE J45 <br />DOOR CASING. <br />(MIN SHANK SIZE .INK <br />DOOR CASING <br />(MIN. SHANK SIZE .145 <br />DOOR CASING <br />SCALE: 1 I/2' = 1'-0' <br />DOOR CASING <br />DOOR JAMB OR WINDOW <br />ATTACH TO 2X PER <br />MIN. HEAD SIZE 300 <br />WIT14IN S' F EMBEDMENT , <br />DOOR JAMB OR WINDOW <br />ATTACH TO 2X PER <br />MANUFACTURES DETAILS, <br />MIN. HEAD SIZE 300 <br />MIN. S' O EMBEDMENT HYEND 4 <br />DOOR JAMB OR WINDOW <br />ATTACH TO 2X PER <br />MANUFACTURES DETAILS. <br />MIN. HEAD SIZE 300 <br />WIN. <br />ITHIN�B'E� EACHYEND 4 <br />AADOOR TACW O X PERWINDOW <br />MANUFACTURES DETAILS. <br />IS' O.G. MAX SPADING. <br />B' OL. HAX SPACING. <br />IS. O.C_ MAX SPACING. <br />MANUFACTURES DETAILS. <br />NOTE: SHIN AS NEEDED TO PLUMB JAMB /D0 NOT EXCEED Ys'1 <br />NOTE: SHIN A5 NEEDED <br />TO PLU•IB JN•ID (DO NOT EXCEED Ys') <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )14') <br />NOTE: SHIM AS NEEDED TO PLU•IB JAM (DO NOT EXCEED )'.') <br />DOOR JAMB TO BLOCK +3/4 OR +5/4 <br />DOOR JAMB <br />TO BLOCK +1-15/16" <br />DOOR JAMB TO BLOCK +T <br />DOOR JAMB TO BLOCK <br />+3-7/16" <br />(_n1 WINDOW TO BLOCK +3/4 OR +5/4 <br />�r1 WINDOW TO BLOCK +1-15/16" <br />��1 WINDOW TO BLOCK +T <br />i� WINDOW TO BLOCK <br />+3-7/16" <br />-, SCALE: <br />SCALE: I'.I'-0' <br />L SCALE: I'.I'-0' <br />SCALE: <br />2X4: ® <br />2X4: ® <br />2X4: ® <br />2X4: C93 <br />SECURE TO BLOCK W/ )i(`' <br />ONO TAPCOR DRIVE PIN <br />SECURE TO BLOCK W( 1(' <br />TAPGONS OR DRIVE PIN <br />SECURE TO BLOCK W/ �(y' <br />TAPCON5 OR DRIVE PM <br />SECURE TO BLOCK W/Y4 <br />TA I PIN <br />1pRojwT# <br />UDDry ae L4o'rSILVERADO <br />LOT 20 <br />BLK 1 <br />04128.00 —20001 <br />MODEU <br />4EGB <br />"GALEN" <br />GARAGE 87IMM <br />LEFT <br />PARSE: <br />MONOLITHIC <br />1—STORY <br />WALL <br />SECTIONS & NOTES <br />%t50 MPH EXP. B <br />OR <br />fMIN. SHANK SIZE .145 <br />(MIN. SWANK SIZE .149 <br />(MIN. SHMK SIZE .145 <br />DRIVE <br />P. SWANK <br />(MIN. SHANK SIZE .148 <br />MR HEAD SIZE 300 <br />MIN. HEAD SIZE 300 <br />MIN HEAD SIZE 300 <br />MIN. HEAD SIZE 300 <br />r ARChRfECT: <br />MIN EMBEDMENT III') <br />MIR EMBEDMENT I Y') <br />MIN EMBEDMENT I Y') <br />NOTE: STRUCTURAL 2X MUST <br />MIN. EMBEDMENT I V) <br />STATE OF F•LORIDA <br />WITHIN 8' OF EACH END 4 <br />el OL. MAX SPACING. <br />WITHIN S' OF EACH END 4 <br />18. OL. HAX SPACING. <br />WITHIN W OF EACH END 4 <br />B' OC. MAX SPACING. <br />BE ON OUTSIDE - SECURED <br />TWROLIGH NON-STRUCTURAL <br />IS. O e' OF EACH END � <br />I8. O.C. MAX SPACING. <br />2x6: ® <br />SECURE TO BLOCK WQ-%& <br />2X6: ® <br />SECURE TO BLOCK W*46.' <br />NOTE: STRUCTURAL 2X MUST <br />4 SECURED <br />2X6: ® <br />SECURE TO BLOCK W/1- <br />�(y' TAPCON MIN. I-Ya' <br />EMBEDMENT INTO BLOCK <br />2Xb: cm <br />SECURE TO BLOCK UM-1/4' <br />11 <br />TAPCONS OR DRIVE PIN <br />MIK SHANK SIZE 345 <br />MIN HEAD SIZE 'N <br />TAPCONS OR DRIVE PM <br />(MIN. SWANK SIZE J45 <br />MIR DEAD SIZE 300 <br />BE ON OUTSIDE <br />THROWN NON-STRUCTURAL <br />W.' TAPCON MIR 1-Ya' <br />TAPCONS OR DRIVE PM <br />(MR SHANK SIZE .1"S <br />MIN HEAD SIZE �'00 ❑ <br />8' cm <br />Y)' DRYWALL <br />TAPC," OR DRIVE PIN <br />(MIN. SHANK SIZE .145 <br />MIN. HEAD SIZE 300 <br />NOTE: STRUCTURAL 2X MUST <br />BE ON OUTSIDE 4 SECURED <br />THROU344 NON-STRUCTURAL <br />,� <br />g 01 <br />MIN. EMBEDMENT I Y.') <br />MIN. EMBEDMENT I W) <br />EMBEDMENT INTO BLOCK <br />MIR EMBEDMENT I Y.') <br />I'X4' OR DO* P.T. NAILER <br />MIN. EMBEDMENT 1 Y4') <br />' TAPCON MIN 1-)4' <br />WITHIN S' OF EACH END <br />b' OL. MAX SPACING. <br />WITHIN 6' OF EACH END t <br />B' OL. MAX SPACING. <br />5. CMU <br />WITHIN e' OF EACH END <br />B' OL. MAX SPACING. <br />2ND 2X 6E. TO <br />WITHIN 8' 6 EACH END <br />IB' OL. MAX SPACING, <br />EMBEDMENT INTO BLOCK <br />e, Ct1U <br />2xa. ® I4' DRYWALL <br />2X8: ® <br />K' DRYWALL <br />I'X4' OR 1'X2' P.T. NAILER <br />2�' ® <br />STRUCTURAL MEMBER W/(2Xld <br />WITHIN 8' OF EACH END a b' <br />2�' ® <br />S. CMU <br />Y' DRYWALL <br />SECURE TO BLOCK W!2-j(s' <br />TAPGONS OR DRIVE PM I'x4. OR 1'M' P.T. NAILER <br />SECURE TO BLOCK <br />TAPCONS OR DRIVE PM <br />I' P.7. X 4' MIR <br />SECURE TO BLOCK W12-V <br />TAPCONS OR DRIVE PM <br />TO 5' OL. MAX <br />SECURE TO BLOCK W/I-V4' <br />TAPCONS OR DRIVE PIN <br />Pk4' OR 1'M' P.T. NAILER <br />(MIN. BHATK SIZE .145 DOOR CASING <br />(MIN. SHANK SIZE .145 <br />DOCR CASING <br />(MIN SWANK 51ZE .145 <br />DOOR CASING <br />(MIR SHANK SIZE .145 <br />I' P.T. X 4' MIR <br />A. A C� <br />MIN. HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MM. HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MIN. HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MIN. HEAD SIZE 300 <br />DOOR CASING <br />AR NO 93%23 <br />/4 <br />MIN. EMBEDMENT I Y') MIN EMBEDMENT I Y.') MIN. EMBEDMENT I),') MIN. EMBEDMENT I Y') <br />END DOOR JAMB WINDOW <br />gAIAGH TO 2X PER ATTACH TO 2X PERATTACH TO 2k PER <br />WITHIN 8' OF EACH END WITHIN8' OF EACH END WITHIN e' OF EACH END t WITHIN 6' <br />MAMFAC'NREB DETAILS. <br />B' OZ. MAX SPACING. <br />b' OL. MAX SPACING. <br />MNJFACTURES DETAILS. <br />IV OL. MAX SPACING. <br />MIANFACIUREB DETAILS. <br />MAXEACH <br />IB' O.C. x SPADING, <br />X <br />ATTACH TO tX PER <br />PRrR <br />MANUFACTURES DETAILS. <br />DAm� 11/07/16 <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEDY') <br />NOTE: SHIM AS NEEDED <br />TO PLUMB JAMB (DO NOT EXCEEDV) <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEDY') <br />NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEDY4') <br />aCAME: 1/4 =l'-O <br />DOOR JAMB TO BLOCK +1-1/2" <br />DOOR JAMB TO BLOCK +2 1/4" <br />DOOR JAMB TO BLOCK +T <br />DOOR JAMB TO BLOCK +3 3/4" <br />aiiEET <br />D 3 <br />�n� WINDOW TO BLOCK +1-1/2" %� WINDOW TO BLOCK +2 1/4" WINDOW TO BLOCK +3" T4WINDOW TO BLOCK +3 3 4" <br />1J SCALE: 1.0.-0. L SCALE: I'.1'-0' 1SCALE: 1'.I'-0' SCALE: 1'.I'-0' <br />