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FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />R905.2:1 ON I,' O.S.B. <br />SHEATHING OR J' 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 />%' THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />WOOD <br />CONSTRUCTI< <br />170 <br />iEE ENERGY CODE FORMS <br />:OR INSULATION R-VALUES <br />' GYPSUM BOARD OR }' WIG <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 />IINDOW 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 I6' O.C. <br />8' CMU <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />1—STORY <br />1 BLOCK WALL <br />1/1(6' 0.5.15. OR ¢' CDX <br />TYVEK BUILDING WRAP <br />FORTIFIBER BLDG PAP <br />GALV'D MTL. LATH <br />1/8' TEXTURED <br />FINISH o WOOD <br />Ya' TO %' MID WALL <br />WEEP SCREED <br />zq <br />F J <br />8' CMU <br />5/8' TEXTURED <br />FINISH m MASONRY <br />WEEP SCREED <br />DETAIL ® WOOD TO <br />LV l� ri L V 1V 1V <br />SCALE: I I/2'=I'-0' <br />���NOT USED <br />8' CMW <br />V DRYWALL <br />FIBERGLASS SHINGLES OVER <br />030 FELT PAPER INSTALLED <br />PER FBCR R905.2.1 ON 2' <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 (SEE SEALED <br />TRUSS ENG. FOR SIZE 4 <br />CONDITION.) <br />O.S.B. SHEATHING OR <br />CDX PLYWOOD. ATTACHED <br />PER FASTENER SCHEDULE <br />ON SHEET D5 <br />'1/6' 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 8' O.C. MAX <br />2x4 BLOCKING BETWEEN <br />TRUSSES WHERE 'X' BRL <br />IS PRESENT <br />I PRE-ENG GABLE TRUSS <br />2x4 NAILER <br />CONT, 2x4 RAT RUN SECURE <br />m" W/ (2) 12d's a EACH TRUSS <br />TYP. TO BE INSTALLED 0 MID. <br />o.N. <br />POINT OF TRUSS SPAN, OR <br />10'-0' O.G. MAX. <br />SECURE 2x6 PT. PLATE TO <br />R1, <br />BLK W/ }'x9' ANCHOR BOLT W/ <br />1 <br />2' WASHER SET IN SIMPSON <br />HIGH STRENGTH EPDXY l' <br />EMBED. MIN. s 32' OC MAX. <br />g/e THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />w <br />DIRECTLY 70 MASONRY <br />�o <br />VX4' OR I'W' P.T. NAILER <br />.4 IT. OR E'X4' SECURE <br />❑ <br />THRU FRAME 4 EXTEND I <br />TEN <br />INTO BLOCK ICU %' TAPCONS <br />OR DRIVE PM <br />MIN. SHANK 612*14. HEAD SIZE 3000 <br />MIN. EMBEDMENT 1-Y' <br />*MK <br />WITHIN 8' OF EACH END 4 18' <br />O.C. MAX SPACING <br />DOOR CASING <br />DOOR JAMB OR WINDOW <br />ATTACH TO 2X PER <br />MANFACTURES DETAILS. <br />NOTE: $HIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 <br />DOOR JAMB <br />TO BLOCK +3/4 OR +5/4 <br />��tn-1Lr WINDOW TO BLOCK +3/4 OR +5/4 <br />U <br />SCALE: <br />2X4: CEO <br />SECURE TO BLOCK W/• <br />T OR DRIVE PIN <br />MINSHAW <br />N.SHASHA NK 812E X0 <br />MIN, FIEAD 812E 300 <br />MR EMBEDMENT I),') <br />WITHIN V OF EACH END I <br />IB' O.C. MAX SPACING. <br />2X6: CEO <br />SECURE TO BLOCK WR-i(4TAP' <br />S DIVE PIN <br />(MR SWANK SIZE .CUB <br />❑ <br />MR D S <br />MM. HEAD SIZE 300 <br />MR EMBEDMENT I Y') <br />WITHIN V OF EACH END 4 <br />18' O.C. MAX $PACING <br />8 CR <br />2X& ® <br />)s DRYWALL <br />SECURE TO BLOCK WR-%' <br />TAPCON$ OR DIVE PM <br />i'X4' OR I'W' PA. NAILER <br />MR SHANK SIZE .146 <br />DOOR CASING <br />MR HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MIN' EMBEDMENT <br />ATT4CN TO 2X PER <br />WITHIN 8. OF EACH END 4 <br />IV OA. MAX SPACING. <br />MANUFACTURES DETAILS. <br />NOTE, SHIM AS NEEDED TO PLU 15 JAMB (DO NOT EXCEED Y') <br />DOOR JAMB TO BLOCK +1-1/2 " "E) INDO WW TO BLOCK +1-1 2" <br />SCALE, 1'.I'•0' <br />1—STORY GABLE <br />�� BLOCK WALL <br />SCALE: 3/4'-1'-0' <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />j' GYPSUM BOARD OR J' <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 BILL <br />(1) "5 REBAR VERTICALLY <br />W/ CONC. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />16' O.C. <br />8' CMU <br />1/2' GYP, WL. BD. <br />WOOD BASE <br />2XA: cic <br />SECURE TO BLOCK W/ <br />CO <br />TAP" R DRIVE PM <br />(MIN. SWANK SIZE J45 <br />MRd HEAD SIZE 900 <br />MR EMBEDMENT IY') <br />WITHIN 8' OF EACH END 4 <br />IS' OA. MAX SPACIN3, <br />2X6, CEO <br />SECURE TO BLOCK WR-%' <br />TAPC" OR DIVE PM <br />NOTE: STRUCTURAL 2X MAST <br />BE ON OUTSIDE I SECURED <br />(MIN. SHANK SIZE .W5 <br />THROUGH NON-STRUCTURAL <br />MR4. HEAD SIZE 300 <br />%' TAPCON MIN. 1414 <br />MIN. EMBEDMENT I W) <br />EMBEDMENT INTO BLOCK <br />WITHIN 8. OF EACH END I <br />8' CMU <br />B• OA. MAX SPACING. <br />Y' DRYWALL <br />2Xa: C� <br />SECURE TO BLOCK W/l•if4' <br />VX4. OR PW P.T. NAILER <br />TAPCONS OR DIVE PM' <br />OSB. X 4' MR <br />MIN. SHANK SIZE .14s <br />DOOR CASING <br />MIN. HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MIN. EMBEDMENT 0' <br />ATTACH TO ZX PER <br />WITHIN 8. OF EACH END 4 <br />W. O.C. MAX SPACING. <br />MANUFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED)') <br />DOOR JAMB TO BLOCK +1-15/16" <br />WINDOW TO BLOCK +1-15/16" <br />L' SCALE: VO'-O' <br />2X4: <br />SECURE TO BLOCK W/ nr.' <br />TAPCCN$ OR DRIVE PM <br />(MIN SHANK 611E J49 <br />MR HEAD SIZE 300 <br />MR EMBEDMENT <br />WITHIN 8. OF EACH END I <br />IS' O.C. MAX SPACING <br />2X6: CEO <br />SECURE TO BLOCK WIlJ-% <br />NOTE: STRUCTURAL 2X MUST <br />TAPCONS OR DRIVE PIN <br />❑ <br />BE ON OUTSIDE 4 SECURED <br />(MIN. SHAW SIZE .145 <br />TWROUGH NON-STRUCTURAL <br />MIN. WEAD SIZE 300 <br />II6' TAPCCN MIN. I-)W <br />MUM. EMBEDMENT I Y') <br />EMBEDMENT INTO BLOCK <br />WITHIN 8. OF EACH END 4 <br />8' CMU <br />18' OC. MAX SPACING <br />Y4' DRYWALL <br />2X8: CS2 <br />1'X4' OR 1'XV P.T. NAILER <br />SECURE TO BLOCK W)2-%, <br />TAPC0NO OR DRIVE PM <br />I- P.T, X 4' MIN. <br />(MIN. SHAM SIZE J45 <br />ING DOOR CAS <br />MR HEAD SIZE 300 <br />DOOR <br />JAMB OR WDOWWINDOWWITHIN <br />MIN EMBEDMENT t h') <br />ATTACH t0 2X PER <br />8' OF EACH END I <br />B' O.C. MAX SPACING <br />MANUFACTURES <br />NUFACTURES DETAILS. <br />NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') <br />DOOR JAMB TO BLOCK +2 1/4" <br />y WINDOW TO BLOCK +2 1/4" <br />SCALE. I'.I'-0' <br />FIBERGLASS SHINGLES <br />2x4 BLOCKING BETWEEN <br />OVER 030 FELT PAPER <br />�—TRUSSES WHERE 'X' BRACING <br />INSTALLED PER FBCR <br />IS PRESENT <br />R9052.1 ON �,' 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 />126's * EACH TRUSS <br />2x4 OR 2x6 SUB -BAND m, <br />TO BE INSTALLED A 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 />FOR INSULATION R-VALUES <br />STIFFBACK (SEE SEALED <br />j' GYPSUM BOARD OR I' <br />TRUSS ENG, FOR SIZE 4 <br />HIGH STRENGTH CLG. <br />CONDITION . ) <br />BOARD <br />O.S.B. SHEATHING OR �' t <br />2x4 NAILER <br />CDX PLYWOOD. ATTACHED <br />PER FASTENER SCHEDULE <br />2x4 624' O.C. s INTERIOR <br />ON SHEET D5 <br />KNEE WALL <br />-1/8' THICK, 3 COAT <br />CONC. 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 />JUM50TEX 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 />(l) 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's 8' OC. MAX <br />a 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 />HIGH STRENGTH EPDXY -I' <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 />�o <br />1—STORY GABLE <br />W/ VAULT CLG. <br />Uj_Bp_� BLOCK WALL <br />SCALE: 3/4' =1' -0' <br />2X4: CM <br />SECURE TO BLACK V Y' <br />TAPC" OR DRIVE PM <br />(MIN. SHANK SIZE .145 <br />MR HEAD SIZE 300 <br />MR EMBEDMENT I V) <br />WITHIN 8' OF EACH END 4 <br />W OC MAX SPACING. <br />2X6: CEO <br />6EOJFIM TO IS W'2-M�' <br />TAPC" OR DRIVE PM <br />NOTE: STRUCTURAL 2X MUST <br />MIN SHANK SIZE .148 <br />BE ON OUTSIDE 4 SECURED <br />MIN. HEAD SIZE 300 <br />THROUGH NON-STRUCTURAL <br />MR EMBEDMENT I Y') <br />i(.' TAPCON MIN. 1-Y.• <br />WITHIN V OP EACH END 4 <br />EMBEDMENT INTO BLOCK <br />B' OIC. MAX SPACING <br />8• CMU <br />2Xa: ® <br />Y' DRYWALL <br />SEOJRE TO BLOCK WP-S(4' <br />TAPCONS OR DRJ4 PM <br />VX4' OR 012- P.T. NAILER <br />IN.SHAW, <br />(MIN. SHANK SIZE .M9 <br />DOOR CASING <br />MR HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MM. EMIBEDMENi I Ya') <br />ATTACH TO 2X PER <br />WITHIN 8' OF EACH END 1 <br />B' O.C. MAX SPACING <br />MANUFACTURES DETAILS <br />NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Yi) <br />DOOR JAMB TO BLOCK +3" <br />WINDOW TO BLOCK +3" <br />L SCALE: I'.1'•0' <br />2X4: <br />SECURE TO BLOCK W/'.K,' <br />TAPCONS OR DRVE PM <br />(MIN. SHANK SIZE .149 <br />MR HEAD SIZE 300 <br />MIN. EMBEDMENT <br />WITHIN e• OF EACH END 4 <br />IS' O.C. MAX SPACING. <br />NOTE: STRUCTURAL 2x MUST <br />BE ON OUTSIDE I SECURED <br />THROUGH NON-STRUCTURAL <br />2X6: CM <br />li6' TAPCON MR 1-Y' <br />SECURE TO <br />TAPOONS OR BLOOK IVE W!J-4i(44' <br />❑ <br />EMBEDMENT INTO BLO-BLOCKDR <br />(MIN SHAW SIZE .145 <br />S CMU <br />MIN. HEAD SIZE 300 <br />)Y DRYWALL <br />MIN. EMBEDMENT I)") <br />WITHIN 8' OF EACH END 4 <br />VXA' OR I'W' P.T. NAILER <br />W O.G. MAX SPACING <br />2ND 2X SECURE TO <br />2XS: Cm <br />STRUCTURAL MEMBER W/(2)12d <br />SECURE TO BLOCK W/1- <br />WITHIN 8' OF EACH END 16' <br />TAPCONS OR DRIVE PM <br />TO 8' OC. MAX <br />(MIN. SHANK SIZE .145 <br />DOOR CASING <br />MIN. HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MIN. EMBEDMENTAtTgCN <br />TO 2x PER <br />WITHIN VOP EACH END I <br />IS' O.C. MAX SPACING <br />MANUFACTURES DETAILS <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A-) <br />DOOR JAMB TO BLOCK +3" <br />rv1 WINDOW TO BLOCK +3" <br />SCALE, I'.I'•0' <br />NOTE: <br />PER FBCR 90521 - 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 615.1 <br />2X4: CID <br />SECURE TO BLOCK Wb: <br />TAPCONS OR DRIVE PIN <br />(MIN. SWANK 812E J45 <br />MR HEAD SIZE 300 <br />MIN. EMBEDMENT 01,') <br />WITHIN 8' OF EACH END 4 <br />IV O.C. MAX SPACING. <br />2x6, ® <br />SECURE TO BLOCK UNI-V4• <br />NOTE, STRUCTURAL 2X MUST <br />TAPCONB OR DRIVE PIN <br />BE ON OUTSIDE 4 SECURED <br />(MIN. SWANK SIZE.145 <br />THROUGH NON-STRUCTURAL <br />MIN. HEAD SIZE 300 <br />ir.' TAPCON MIN. I-V <br />MR EMBEDMENT I Y4') <br />EMBEDMENT INTO BLOCK'WITHIN <br />VOF EACH END 4 <br />IW OA. MAX SPACING. <br />a• CMU <br />2x8, Cg'1 <br />)J' DRYWALL <br />SECURE TO BLOCK W/I-I/4' <br />I'X4. OR I'X'J' P.T. NAILER <br />TAPCONB OR DRIVE PIN <br />36' OSB. X 4' MIN. <br />(MIN. SHAW SIZE .145 <br />MRHEAD SIZE 300 <br />DOOR CASING <br />HM. EMBEDMENT I Y I <br />DOOR JAMB OR WINDOW <br />WITHIN 8' !TEEEND 4 <br />ATTACH TO 2X PER <br />18. O.C. MAX SPACING. <br />MANUFACTURES DETAILS. <br />NOTE: SWIM AS NEEDED 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'.I'-®• <br />2X4: CM <br />SECURE TO BLOCK WlYW <br />TAPCONS OR DRIVE PIN <br />(MIN. SHANK SIZE J45 <br />MIN HEAD SIZE 300 <br />MR EMBEDMENT I Y4') <br />WITHIN 8. OF EACH END 4 <br />18' OC. MAX SPACING. <br />2", CEa <br />SECURE TO BLOCK U41-1/4' <br />TAPCONS OR DINE PIN <br />NOTE, STRUCTURAL 2x MUST <br />(MIN. SWANK SIZE .145 <br />BE ON OUTSIDE 4 SECURED <br />MIN HEAD SIZE 300 <br />THROUGH NON-STRUCTURAL <br />MR EMBEDMENT I V) <br />- <br />%' TAPCON MIN I ' <br />WITHIN 8' OF EACH END 4 <br />EMBEDMENT INTO BLOOK <br />IV O.G. MAX SPACING <br />8, CI'IU <br />2Xa, ® <br />JS' DRYWALL <br />SECURE TO BLOCK W/1-V4' <br />TAPCONS OR DRVE PM <br />I-X{' OR I'W' P.T. NAILER <br />(MIN. SHANK SIZE J. <br />V P.T. X 4' MIN <br />IN. MHEAD SIZE 3,W <br />DOOR CABRdG <br />MIN EMBEDMENT I Y4') <br />WITHIN V OF EACH END 4 <br />DOOR JAMB OR WINDOW <br />B• O.C. MAX SPACING <br />ATTACH TO 2X PER <br />MMIFACTURES DETAILS. <br />NOTE, BRIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED YW <br />DOOR JAMB TO BLOCK +3 3/4" <br />u1 WINDOW TO BLOCK +3 3/4" <br />SCALE, <br />A R C N I T E C T 3 <br />6 <br />Design <br />GWO-��. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774,6078 <br />FAX 407-7744078 <br />www.abdesigngroupmm <br />AA M: 000332b <br />m <br />ti <br />c�I <br />x <br />w <br />0 <br />F <br />0 <br />0 <br />U <br />evsniv. & :Loa% <br />SILVERADO <br />LOT #3 <br />BLK #6 <br />Pnojm <br />04128.000-00361 <br />momeirL <br />4EBB <br />"1828—CALI" <br />GARAOM SAWCk <br />LEFT <br />PAC& <br />MONOLITHIC <br />1—STORY <br />WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B <br />IPUDM <br />DA10/19/17 <br />CALM 1/4"=1'-0" <br />aff <br />sxrc <br />