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FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />_ INSTALLED PER FBCR <br />R9052.1 ON -1' O.S B. <br />SHEATHING OR I' 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 />5/8 THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />WOOD — <br />CONSTRUCT <br />iEE ENERGY CODE FORMS <br />:OR INSULATION R-VALUES <br />' GYPSUM BOARD OR }' HIG <br />TRENGTH CLG. BOARD <br />:ONO. FILLED LINTEL ELK W/ <br />1) 05 REEAR CONTINUOUS <br />'RECAST LINTEL <br />'EE ENERGY CODE FORMS <br />OR INSULATION R-VALUES <br />IINDOW 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 16' O.C. <br />8' CMU <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />1—STORY <br />1 BLOCK WALL <br />SCALE: 3/4' =1'-0' <br />1/16, O.S.B. OR }' CDX <br />TYVEK BUILDING WRAP <br />FORTIFIBER BLDG PAP <br />GALvD MTL LATH <br />1/8' TEXTURED <br />FINISH e WOOD <br />YB' TO % MID WALL <br />WEEP SCREED <br />Z� <br />-a, CMU <br />-5/8' TEXTURED <br />FINISH w MASONRY <br />WEEP SCREED <br />DETAIL C) WOOD TO <br />2 LVU A UUININ. <br />SCALE: I I/2'= I'-0' <br />FIBERGLASS SHINGLES OVER <br />030 FELT PAPER INSTALLED <br />2x4 BLOCKING BETWEEN <br />FIBERGLASS SHINGLES <br />2x4 BLOCKING BETWEEN <br />PER FBCR R9052.1 ON 1' <br />TRUSSES WHERE 'X' BRACIN <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />TRUSSES WHERE 'X' BRACING <br />O.S.B. SHEATHINGS OR j' CDX <br />IS PRESENT <br />R905.2.1 ON O.S.B. <br />IS PRESENT <br />PLYWOOD SECURED PER <br />16' <br />SHEATHING OR }' CDX <br />FASTENER SCHEDULE <br />PRE-ENG GABLE TRUSS <br />PLYWOOD SECURED PER <br />PRE-ENG GABLE TRUSS <br />P.T. Ix2 W/ MTL. DRIP EDGE <br />2x4 NAILER <br />FASTENER SCHEDULE <br />CONT. 2x4 RAT RUN $FOOTED W/ (2) <br />2x4 OR 2x6 SUB -BAND <br />CONT. 2x4 RAT RUN SECURE <br />P.T. Ix2 W/ MTL. DRIP EDGE <br />12d'e a EACH TRUSS <br />PER ELEVATIONS <br />0 <br />W/ (2) 12d's e EACH TRUSS <br />2x4 OR 2x6 SUB -BAND o <br />TO BE INSTALLED 6 MID. POINT OF <br />VENTED ALUM. SOFFIT <br />rrP. <br />o.Hl. <br />TO BE INSTALLED ®MID. <br />PER ELEVATIONS rYP. <br />TRUSS SPAN, OR 10'-0' O.C. MAX. <br />STIFFBACK AT ALL UPRIGHTS <br />_ <br />POINT OF TRUSS SPAN, OR <br />VENTED ALUM. SOFFIT °" <br />SEE ENERGY CODE FORMS <br />OVER 4'-10' HIGH (SEE <br />10'-0' O.C. MAX. <br />STIFFBACK AT ALL <br />FOR INSULATION R-VALUES <br />SEALED ENG. FOR SIZE : <br />SEE ENERGY CODE FORMS <br />UPRIGHTS OVER 4'-10' <br />J' GYPSUM BOARD OR <br />CONDITION.) <br />FOR INSULATION R-VALUES <br />HIGH (SEE SEALED ENG. <br />HIGH STRENGTH CLG. <br />Iy O.S.B. SHEATHING OR I' <br />' GYPSUM BOARD OR <br />FOR SIZE 4 CONDITION.) <br />BOARD <br />CDX PLYWOOD. ATTACHED <br />l <br />HIGH STRENGTH CLG. <br />XT O.S.B. SHEATHING OR <br />2x4 NAILER <br />PER FASTENER SCHEDULE <br />CDX PLYWOOD. ATTACHED <br />2x4 g 24' O.C. o INTERIOR <br />ON SHEET IDS <br />PER FASTENER SCHEDULE <br />KNEE WALL <br />1/8' THICK, 3 COAT <br />COI <br />GONG. FILLED LINTEL BLK W/ <br />ON SHEET D5 <br />PORTLAND CEMENT PLASTER <br />(1) 05 REBAR CONTINUOUS <br />1/6' THICK, 3 GOAT <br />CONK. FILLED LINTEL BLK W/ <br />OVER EXPANDED GALv'D <br />SEE ENERGY CODE FORMS <br />PORTLAND CEMENT PLASTER <br />(1) 05 REBAR CONTINUOUS <br />METAL LATH ON FORTIFIBER <br />FOR INSULATION R-VALUES <br />OVER EXPANDED GALV'D <br />JUMBOTEX GRADE 'D' PAPER <br />PRECAST LINTEL <br />METAL LATH ON FORTIFIBER <br />PRECAST LINTEL <br />OVER TYVEK BUILDING WRAP <br />WINDOW ATTACHMENT AS <br />JUMBOTEX GRADE 'D' <br />WINDOW ATTACHMENT AS <br />(REFER TO STUCCO SPECS <br />PER MANUFACTURES <br />PAPER OVER TYVEK <br />PER MANUFACTURES <br />FOR COMPLETE INFORMATION) <br />SPECIFICATIONS <br />BUILDING WRAP (REFER TO <br />SPECIFICATIONS <br />STUCCO SPECS FOR <br />WEEP SCREED <br />PRECAST SILL <br />COMPLETE INFORMATION) <br />PRECAST SILL <br />(SEE DETAIL 2) <br />(1) 05 REBAR VERTICALLY <br />WEEP SCREED <br />(1) <br />SECURE GABLE TO 2x6 P.T. <br />W/ GONG. POURED CELL <br />(SEE DETAIL 2) <br />RE POURED LLY <br />PLATE W/ 12d's 8' O.C. MAX <br />Ix2 P.T. FURRING STRIPS <br />SECURE GABLE TO 2x6 P.T. <br />Ix2 P.T. FURRING STRIPS <br />a 16' O.C. <br />PLATE W/ 12d's 8' O.C. MAX <br />s 16' O.G. <br />SECURE 2x6 PT. PLATE TO <br />8' CMU <br />SECURE 2x6 PT. PLATE TO <br />BLK W/ %'x9' ANCHOR BOLT W/ <br />f <br />BLK W/ �'x9' ANCHOR BOLT <br />8' CMU <br />2' WASHER SET IN SIMPSON <br />I/2' GYP. WL. BD. <br />W/ 2' WASHER SET IN SIMPSON <br />1/2' GYP. WL. BD. <br />HIGH STRENGTH EPDXY 1' <br />WOOD BASE <br />HIGH STRENGTH EPDXY -1 <br />WOOD BASE <br />EMBED. MIN. s 32' OC MAX. <br />- <br />EMBED. MIN, s 32' OC MAX. <br />%' THICK, 3 COAT <br />5/R THICK, 3 COAT a <br />PORTLAND CEMENT <br />� <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />w <br />PLASTER APPLIED Q <br />I <br />DIRECTLY TO MASONRY <br />o �- <br />za <br />DIRECTLY TO MASONRY o <br />z <br />d <br />° <br />NOTE: <br />1—STORY GABLE <br />1—STORY GABLE <br />PER FBCR 905.2.1 - FOR ROOF SLOPES 2:12 TO <br />BLOCK WALL <br />W/ VAULT CLG. <br />LESS THAN 4:12, A (2) LAYER UNDERLAYMENT <br />SYSTEM IS REQUIRED. FOR ROOF SLOPES OF <br />11i <br />SCALE: 3/4'=F-O' <br />BLOCK WALL <br />4:12 OR GREATER, (I) LAYER UNDERLAYMENT IS <br />UB SCALE: 3/4'=I'-0' <br />PERMITTED BUT MUST BE PER ASTM D226 TYPE <br />11, ASTM D 4869 TYPE IV, OR ASTM D 615-1 <br />e• as <br />JS DRYWALL <br />I'X4' OR I'X2' P.T. NAILER <br />IH P.T.A EI'X4' MIN. SECURE-)'* <br />❑ <br />INTOOFRAME / EXTEND I.' <br />INTO BLOCK W/ i(.' TAPCON9 <br />OR DRIVE <br />SIZE <br />(HIN. SHANK SIZE J <br />MN MEAD SIZE 300 <br />MEMBEDME41 <br />4 <br />WITHIN 8' OF EACH END 18' <br />O.C.IN. <br />MAX SPACNTING <br />DOOR CABM6 <br />DOOR JAMB OR WINDOW <br />ATTACH TO 2X PER <br />MANUFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') <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'-0' <br />2X4: CED <br />SECURE TO BLOCK W/j(N' <br />TAPCANS OR DRIVE PIN <br />(MIN. SHANK SIZE 145 <br />MR HEAD SIZE SV0 <br />MIN EMBEDMENT IY•) <br />WITHM 8' OF EACH END 1 <br />Is OL. MAX SPACNI <br />2X6: CEM <br />SECURE TO BLOCK WPH <br />SECURETAPITO <br />DRIVE PH <br />(MR SHANK SIZE J45 <br />❑ <br />MIN. HEAD SIZE 300 <br />MIN. EMBEDMENT I Y.•) <br />WITHIN 8' OF EACH END 1 <br />IS'Or— MAX SPACNG. <br />8' cm <br />2X8: ® <br />Jf' DRYu14LL <br />SECURE TO BLOCK WR-i(.' <br />TAPCSNS OR DRIVE PH <br />I'X4' OR I'XI' P.T. NAILER <br />(MN. SHANK SIZE 145 <br />DOOR CASING <br />MIN. HEAD SIZE 'N <br />DOOR JAMB OR WINDOW <br />MIN. EMBEDMENT I Y') <br />ATTACH TO 2X PER <br />WTHN S' CP EACH END 4 <br />IB• OZ. MAX SPACH, <br />MANFAGTl1RE8 DETALB. <br />NOTE: 5HM AS HEEDED TO PLUMB JAMB (DO NOT EXCEED )4') <br />DOOR JAMB TO BLOCK +1-1/2" <br />B WINDOW TO BLOCK +1-1 : <br />SCALE: I'•I'-0' <br />2X4: CEO <br />SECURE TO BLOCK W/ 34• <br />TAPCONS OR DRIVE PIN <br />(MIN. SHANK SIZE .145 <br />MIN. HEAD SIZE 300 <br />MIN. EMBEDMENT I Y.•) <br />WITHIN 8' CP EACH END ( <br />18' OL. MAX SPACING. <br />2X6: <br />SECURE TO BLOCK W/U-i(' <br />NOTE: STRUCTURAL 2X MUST <br />TAPCONS OR DRIVE PIN <br />BE - CUTSIDE 1 SE-RE11 <br />lMIN. SHANK 912E 145 <br />THROUGH NON-STRUCTURAL <br />MN. HEAD SIZE JIM <br />%' TAPC'N MN. I-Y' <br />MIN. EMBEDMENT I Y.'1 <br />EMBEDMENT INTO BLOCK. <br />WITHIN 8' OF EACH END 1 <br />6• CMW <br />1I O.C. MAX SPACNG. <br />JS' DRYWALL <br />Deb, ® <br />SECURE To BLOCK W/2-X.' <br />I'X4' OR DO' P.T. NAILER <br />O TAPCONS R DRIVE PIN <br />3W OBS. X 4' MIN. <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 2)( PER <br />WITHIN 6' OF EACH END 1 <br />IS' O.C. MAX SPACING. <br />MANFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') <br />DOOR JAMB TO BLOCK +1-15/16" <br />C1 WINDOW TO BLOCK +1-15/16" <br />SCALE: I' • I'-0' <br />2X4: <br />SECURE TO BLOCK W/' <br />TAPCCNS OR DRIVE PM <br />(MIN. 814AW SIZE 145 <br />MIN. HEAD SIZE 300 <br />MIN. EMBEDMENT I Y•) <br />WITHIN 8' CF EACH END <br />IS' OL, MAX SP4CMG. <br />2Xb: <br />SECURE TO BLOCK W/Z-% <br />NOTE: STRICTURAL 2X MUST <br />TAPCONB OR DRIVE PM <br />❑ <br />BE ON OUTSIDE a SECURED <br />(MIN. SHANK SIZE J45 <br />THROU'I NON-STRICTURAL <br />MIN HEAD SIZE 300 <br />%' TAPGCN MIN. I-Y' <br />MM. EMBEDMENT IV) <br />EMBEDMENT INTO BLOCK <br />WITHIN S' OF EACH END ( <br />e• CMII <br />10' O.C. MAX SPAT <br />Y' DRYWALL <br />2X8: ® <br />SECURE TO BLOCK W/2-%' <br />I'X4' OR P.T. NAILER <br />TAPCCNS OR DRIVE PIN <br />I' P.T. X 4'. M MIN. <br />(MIN BHANC SIZE Ab <br />DOOR CASING <br />MIN. HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MIN EMBEDMENT I li') <br />ATTACH 70 2X PER <br />WITH <br />WITHIN 8' MAXEACH END ( <br />O.C. X BPACNRz <br />MANFACTURE9 DETAILS- <br />NOTE: SHIM 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 />SCALE, I'•I'-0' <br />2X4: <br />SECURE TO BLOCK W/ 9(s' <br />TAPCONB OR DRIVE PIN <br />(MIN. SHANK SIZE 145 <br />MIN. HEAD SIZE 300 <br />MIN. EMBEDMENT I V) <br />WITHIN 8' OF EACH END ( <br />18' O.C. MAX SPACNG. <br />2X6i <br />SECURE TO BLOCK W/J-%' <br />TAPCONS OR DRIVE PIN <br />NOTE: aTRUCTURAL 2X MUST <br />MIN. SHANK SIZE .145 <br />BE O4 OUTSIDE / SECURED <br />MR HEAD SIZE 300 <br />THROUGH NON-STRUCTURAL <br />MIN. EMBEDMENT 1 W) <br />%' TAPCGN MR 1-Y' <br />WITHIN S' OF EACH END ( <br />EMBEDMENT INTO BLOCK <br />18' OC. MAX SPACING. <br />6, GMII <br />2X8: ® <br />Y' DRYWALL <br />SECURE TO BLOCK W/U-",(' <br />TAPCONS OR DRIVE PIN <br />14DOOR <br />I'X4' OR I'X2' P.T. NAILER <br />(MIN. SHANK SIZE .145 <br />DOOR CASING <br />MN. 14EAD SIZE 300 <br />JAMB OR WINDOW <br />MIN. EMBEDMENT I Y') <br />ATTACH TO 1X PER <br />IV O 8' MAXEACH END ( <br />18' O.G. X BPACNCx <br />MA`HJFAC'NR.ES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') <br />DOOR JAMB TO BLOCK +T <br />WINDOW TO BLOCK +T <br />L SCALE: I'.I:_0• <br />2X4: CEO <br />SECURE TO BLOCK W/' <br />TAPCONS OR DRIVE PIN <br />(MIN. SHANK SIZE J45 <br />MIN. HEAD SIZE 300 <br />MIN. EMBEDMENT I Y') <br />WITHIN 8' OF EACH END l <br />IS' 01 MAX 5PACNG. <br />NOTE: STRUCTURAL 2X MUST <br />BE CN OUTSIDE ( SECURED <br />THROWN NON-STRUCTURAL <br />2X6: ® <br />�,(�• TAPCCN MN. I-W <br />SECURE TO BLOCK WR-'% <br />EMBEDMENT INTOBLOCK <br />TAFI OR DRIVE PM <br />MIN. 9HAIK 912E J45 <br />S. cm <br />MN. HEAD SIZE 300 <br />Jg DRYWALL <br />MIN. EMBEDMENT 1 Y') <br />WITHD' OF EACH END 4 <br />I'X4' OR I'M' PT. NAILER <br />,To <br />IS' O.C. MAX SPACIN@ <br />. 2X SE. <br />Do: ® <br />ST MEMBER W/l <br />SECURE TO BLOCK W/1-�' <br />HNI VIAL <br />WITHIN 9' OF EACH END 6' <br />6' <br />TAPCONS OR DROVE PIN <br />TO 9' OG. MAX <br />(MTL SHANK SIZE J45 <br />DOOR CASING <br />MIN. HEAD 91ZE <br />DOOR JAMB OR WI <br />I Y' <br />MM. EMBEDMENT I Y.') <br />ATTACH TO 2X PER <br />WITHIN 8' OF EACH END ( <br />IS. OC. MAX SPACNG. <br />MAJFACNfEB DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) <br />DOOR JAMB TO BLOCK +3" <br />WINDOW TO BLOCK +3" <br />SCALE: I'•I'-0' <br />2X4. CEO <br />SECURE TO BLOCK WI <br />TAPCONS OR DRIVE PIN <br />(MIK SHANK SIZE .145 <br />MIN. DEAD SIZE 300 <br />MR EMBEDMENT I Y.') <br />WITHIN 8. OF EACH END ( <br />S.00. MAX SPACING. <br />2x6: CEO <br />SECURE TO BLOCK W/I-I/4' <br />NOTE: STRUCTURAL 2X MUST <br />T4PGON9 OR DRIVE PIN <br />BE ON OUTSIDE 1 SECURED <br />(MIN. SHANK SIZE J45 <br />THROUGH NON-STRUCTURAL <br />MIN. HEAD SIZE 300 <br />%' TAPCON MIN. I-Y' <br />MIN. EMBEDMENT I V) <br />EMBEDMENT INTO BLOCK <br />WITHIN S' OF EACH END <br />IS' O.C. MAX SPACING. <br />a' CMU <br />2XS. ® <br />JS• DRYWALL <br />RE SECUTo BLWMI/4' OCK <br />I'X4' OR D12' P.T. NALER <br />TAPCONS OR DRIVE PM <br />W.' OSB. X 4' MIN. <br />(MIN. SHAWL SIZE .145 <br />MIN. HEAD SIZE 300 <br />DOOR CASING <br />MIN. EMBEDMENT I Y4') <br />DOOR JAMB OR WNDCW <br />WITHIN 8' OF EACH END / <br />ATTACH TO 2X PER <br />18' O.C. MAX SPACING. <br />MANUFACTURES DETAILS. <br />NOTE: SHIM AS HEEDED 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'•1'-0' <br />2X4: CM <br />SECURE TO BLOCK LI <br />TAPCONS OR DRIVE PIN <br />(MIN. SHANK SIZE J45 <br />MIN HEAD SIZE 300 <br />MN EMBEDMENT IYV <br />WITHIN S' OF EACH END 4 <br />11 04. MAX SPACING. <br />2X6: CEIM <br />SECURE TO BLOCK WA-I/4• <br />1APCONS OR DRIVE PIN <br />NOTE: BTRICTURA.L 2X MUST <br />(MIN. SHANK SIZE J45 <br />BE CN OUTSIDE 4 SEC.1 <br />MIN. HEAD SIZE 300 <br />THROUGH NON-STRUCTURAL <br />MIN. EMBEDMENT I Y4•) <br />JJL• TAPCON MIN. I-Y' <br />WITHN 8' OF EACH END ( <br />EMBEDMENT INTO BLOCK <br />18' 01 MAX ^.'PACING. <br />a, CMU <br />2X8: CM <br />15' DRYWALL <br />SECURE TO BLOC: W/1-1/4' <br />T4PCON8 OR DRIVE IN <br />I'%4. OR I'X2' P.T. NAILER <br />MIN. SHANK SIZE J45 <br />I' P.T. X 4' MIN <br />IMIN. HEAD SIZE 300 <br />DOOR CASNG <br />MN EMBEDMENT I Y') <br />WITHIN 6' OF EACH END 4 <br />DOOR JA-B OR WINDOW <br />II OC. MAX SPACING. <br />ATTACH TO 2X PER <br />MANFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED W) <br />DOOR JAMB TO BLOCK <br />+3 3/4" <br />�u1 WINDOW TO BLOCK <br />+3 3/4" <br />SCALE: I'•I'-0• <br />a C Y I T C If T <br />6 <br />Design <br />Grou .n�. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.00m <br />AA III: 0003325 <br />w <br />y <br />w <br />y <br />z <br />0 <br />c <br />0 <br />BVBDIV. aLOT <br />SILVERADO <br />LOT #16 <br />BLK #1 <br />PROJECT# <br />04128.000-16001 <br />MOaELc <br />4EGB <br />"GALEN" <br />GARAGE 811ING: <br />RIGHT <br />PAGE: <br />MONOLITHIC <br />1—STORY <br />WALL <br />SECTIONS & NOTES <br />%I MPH EXP. B <br />ARCHRECT: <br />STATE OF FiORIDA <br />I <br />FI)ATZ 11/07 <br />1/4"=1/-160" <br />T 3 <br />