Laserfiche WebLink
FIBERGLASS SHINGLES <br />OVER *BO FELT PAPER <br />INSTALLED PER FBCR <br />R9052.1 ON 1-16' O.S.B. <br />SHEATHING OR I' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />'.T. IX2 W/ MTL. DRIP EDGE <br />2x4 OR 2x6 SUB -SAND <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 />• <br />TEE ENERGY CODE FORMS <br />OR INSULATION R-VALUES <br />' GYPSUM BOARD OR }' HIG <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) 115 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'= I'-0' <br />1/1v O.S.B. OR }' CDX <br />TYVEK BUILDING WRAP <br />FORTIF15ER BLDG PAP <br />GALV'D MTL. LATH <br />1/8' TEXTURED <br />FINISH ® WOOD <br />Ya' TO %' MID WALL <br />WEEP SCREED <br />za <br />Q <br />-8' CMU <br />-5/8' TEXTURED <br />FINISH 0 MASONRY <br />WEEP SCREED <br />DETAIL C) WOOD TO <br />2 LVLn UUININ <br />SCALE: I I/2'=1'-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 <br />TRUSSES WHERE 'X' BRACIN <br />TRUSSES <br />OVER INSTALLLL ED PER FBGR FELT PAPER <br />TRUSSES WHERE 'X' BRACING <br />I,' <br />PRESENT <br />IS PRESENT <br />O.S.B. SHEATHING OR 1' GDX <br />R905.2.1 ON 116' O.S.B. <br />PLYWOOD SECURED PER <br />SCHEDULE <br />PRE-ENG GABLE TRUSS <br />SHEATHING OR I' CDX <br />PRE -ENO GABLE TRUSS <br />FASTENER <br />PLYWOOD SECURED PER <br />P.T. lx2 W/ MTL, DRIP EDGE <br />2x4 NAILER <br />FASTENER SCHEDULE <br />CONT. 2x4 RAT RUN SECURED W/ (2) <br />2x4 OR 2x6 SUB -SAND <br />CONT. 2x4 RAT RUN SECUREC <br />P.T. Ix2 W/ MTL. DRIP EDGE <br />12d's a EACH TRUSS <br />PER ELEVATIONS <br />W/ (2) 12d's a EACH TRUSS <br />2x4 OR 2x6 SUB -BAND m• <br />TO BE INSTALLED e MID. POINT OF <br />VENTED ALUM. SOFFIT <br />TYP. <br />o.". <br />TO BE INSTALLED 1B MID. <br />PER ELEVATIONS TYF. <br />TRUSS SPAN, OR 10'-0' O.C. MAX. <br />STIFFBACK AT ALL UPRIGHTS <br />POINT OF TRUSS SPAN, OR <br />VENTED ALUM. SOFFIT o" <br />SEE ENERGY CODE FORMS <br />OVER 4'-10' HIGH (SEE <br />MAX. <br />10'-0' OCMAX <br />STIFFBACK AT ALL <br />FOR INSULATION R-VALUES <br />SEALED ENG. FOR SIZE 4 <br />SEE ENERGY CODE FORMS <br />UPRIGHTS OVER 4'-10' PTI <br />J' GYPSUM BOARD OR <br />CONDITION.) <br />FOR INSULATION R-VALUES <br />HIGH (SEE SEALED ENG. <br />HIGH STRENGTH CLG. <br />O.S.B. SHEATHING OR <br />�•' <br />GYPSUM BOARD OR <br />FOR SIZE 4 CONDITION.) <br />' <br />BOARD <br />CDX PLYWOOD. ATTACHED <br />` <br />HIGH STRENGTH CLG. <br />B O.S.B. SHEATHING OR <br />f � - �' <br />2x4 NAILER <br />PER FASTENER SCHEDULE <br />BOARD <br />CDX PLYWOOD. ATTACHED - <br />2x4 +;r 24' O.G. o INTERIOR <br />ON SHEET D5 <br />PER FASTENER SCHEDULE <br />KNEE WALL <br />lTHICK, 3 GOAT <br />CONC, FILLED LINTEL ELK W/ <br />/ ON SHEET D5 <br />CEMENT <br />PORTLAND CEMENT PLASTER <br />(1) 05 REBAR CONTINUOUS <br />116' THICK, 3 GOAT <br />CONC. 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 PORTIFIBER <br />( <br />FOR INSULATION R-VALUES <br />OVER EXPANDED GALV'D <br />dd <br />JUMBOTEX GRADE 'D' PAPER <br />PRECAST LINTEL <br />METAL LATH ON FORTIF15ER i <br />PRECAST LINTEL <br />OVER TYVEK BUILDING WRAP <br />WINDOW ATTACHMENT AS <br />JUM50TEX 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) 05 REBAR VERTICALLY <br />SECURE GABLE TO 2x6 P.T. <br />W/ CONC. POURED CELL <br />(SEE DETAIL 2) <br />W/ CONC.POURED <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 />s 16' O.C. <br />PLATE W/ 12d's 8' O.C. MAX <br />Is 16' O.C. <br />SECURE 2x6 PT. PLATE TO <br />i <br />S' CMU <br />SECURE 2x6 PT. PLATE TO = <br />ELK W/ }'x9' ANCHOR BOLT W/ <br />ELK W/ }'x9' ANCHOR BOLT <br />2' WASHER SET IN SIMPSON <br />I/2' GYP. WL. BD. <br />W/ 2' WASHER SET IN SIMPSON <br />IS/2 GYP. WL- BD. <br />HIGH STRENGTH EPDXY l' <br />WOOD BASE <br />HIGH STRENGTH EPDXY -1 <br />WOOD BASE <br />EMBED- MIN. ® 32' OC MAX. <br />EMBED. MIN. - 32' OC MAX. <br />%" THICK, 3 COAT <br />S_ <br />5/B' THICK, 3 COATPORTLAND <br />CEMENT CEMENT <br />i <br />CEMENT <br />PLASTER APPLIED <br />w <br />PORTLAND <br />ASTER APPLIED <br />DIRECTLY TO MASONRY <br />a l . <br />DIRECTLY TO MASONRY fl <br />Z <br />�o <br />�o <br />NOTE: <br />1—STORY GABLE <br />1—STORY GABLE <br />PER FECR402,A- FOR <br />-� <br />W/ VAULT CLG. <br />AERNSLOPES <br />LE55 THAN MENTO <br />U <br />BLOCK WALL <br />n SCALE: 3/4'=P-0' <br />1 D BLOCK WALL <br />SYSTEM IS REQUIRED- FOR ROOF SLOPES OF <br />4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS <br />11� SCALE: 3/4'=1'-O" <br />PERMITTED BUT MUST BE PER ASTM D226 TYPE <br />11, ASTM D 48C69 TYPE IV, OR ASTM D 6151 <br />8' CMU <br />!f' DRYWALL <br />I'X4' OR I'X2' P.T. NAILER <br />P.T. OR SECURE <br />a <br />Tq A&E 4 E EN <br />FRAME t EXTEND I <br />INTO <br />INTO BLOCK W/' TAPCONS <br />O <br />OR DRIVE PM <br />RL NK SHASIZE A45 <br />MI <br />MM. HEAD 912E 900 <br />MIN EMBEDMENT I-Y' <br />WITHIN 9' OF EACH END t IS' <br />OC. MAX SPACING <br />DOOR CASING <br />DOOR JAMB OR WINDOW <br />ATTACH TO 2X PER <br />MANFACTURES DETAILS. <br />NOTE: SHIM A8 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') <br />DOOR JAMB TO <br />BLOCK +3/4 OR +5/4 <br />WINDOWTO BLOCK +3/4 OR +5/4 <br />1y SCALE: <br />I'.I'_0• <br />2X4: CM <br />SECURE TO BLOCK W/' <br />TAPCON. OR DRIVE PM <br />(MIN. SHANK SIZE J45 <br />MIN HEAD SIZE 300 <br />MIN. EMBEDMENT I kw) <br />WITHIN 6' OF EACH END 4 <br />IS- D.C. MAX SPACING. <br />2xb: CEO <br />SECURE TO <br />SECURE TO BLOCK W2-'('TAPCO <br />DRIVE PIN <br />(MIN SWANK SIZE .149 <br />❑ <br />MRL HEAD 812E 300 <br />MIN EMBEDMENT I JV') <br />WITHIN 8' OF EACH END 4 <br />B' O.C. MAX SPACWY <br />CMU <br />2xB: ® <br />1S8' DRYWALL <br />SECURE TO BLOCK W/2-M(`' <br />TAPC," OR DRIVE PM <br />I'X4' OR I'X2' P.T. NAILER <br />(MIN. SHANK SIZE J45 <br />DOOR CASING <br />MM. HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MIN. EMBEDMENT Y.') <br />ATTACH TO 2X PER <br />WITHIN 8' OF EACH END t <br />B' OC. MAX SPACING. <br />MANUFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ya') <br />DOOR JAMB TO BLOCK +1-1 <br />B WINDOW TO BLOCK +1-1 2//2" <br />SCALE: I'•I'-®' <br />2X4: ® <br />2X4: ® <br />2X4: CM <br />SECURE TO BLOCK W/ ir' <br />SECURE TO BLOCK W/ 34' <br />SECURE TO BLOCK WY4' <br />TAPOONS OR DRIVE PIN <br />TAPCONS OR DRIVE PIN <br />TAPCONB OR DRIVE PIN <br />(MIN. SHAW SIZE 145 <br />(MIN. SHASIZE J45 <br />W, <br />(MIN. SHANK SIZE J45 <br />MIN. HEAD SIZE 300 <br />MIN. HEAD SIZE 300 <br />MR HEAD SIZE 300 <br />MIN EMBEDMENT I Y.') <br />MR EMBEDMENT I Y') <br />MIR EMBEDMENT I Y') <br />WITHIN S' OF EACH END 4 <br />WITHIN S' OF EACH END 4 <br />WITHIN 4 <br />18' OC. MAX SPACING. <br />Is, OG. MAX SPACING. <br />IS'- O.C. MAX SPACING. <br />2X6: CM <br />SECURE TO BLOCK W2-V <br />TAPCONS OR DRIVE PM <br />NOTE: STRUCTURAL 2X MUST <br />BE ON OUTSIDE / 9EGIAiD <br />2X6: ® <br />SECURE TO BLOCK W2-j(' <br />TAPCONS OR DRIVE PM <br />❑ <br />NOTE: STRUCTURAL 1X MIST <br />2X6: <br />SECURE TO BLOCK W/1-1A4' <br />TAPCONS OR DRIVE PIN <br />NOTE: STRUCTURAL 2X MIST <br />BE ON OUTSIDE t SECURED <br />THROUGH NON-STRUCTURAL <br />(MIN SHANK SIZE J45 <br />MIN. HEAD SIZE 300 <br />THROUGH NON-STRUCTURAL <br />i(p' TAPCON MIN. 1-Y' <br />(MIN. SHANK SIZE .145 <br />MIN HEAD SIZE 300 <br />BE ON OUTSIDE 4 SECURED <br />THROUGH NON-STRUCTURAL <br />(MIN. SHAWL SIZE J45 <br />MIN. HEAD SIZE 300 <br />14- TAPCON MIN 1•Y' <br />MIIN. EMBEDMENT I Y') <br />EMBEDMENT INTO BLOCK. <br />MIN. EMBEDMENT I YW) <br />9(' TAPCCN MRL I-Y' <br />MIN EMBEDMENT I Y4'1 <br />EMBEDMENT INTO BLOCK <br />WITHIN B' GF EACH END 4 <br />8• C'Il <br />WITHIN 8' OF EACH END 4 <br />EMBEDMENT INTO BLOCK <br />WITHIN S' OF EACH END 4 <br />1910 G. MAX SPACING. <br />)5' ORl'IU4LL <br />IB' OG. MAX SPACING. <br />B, CMU <br />IB' OG. MAX SPACING. <br />8' Cm <br />IV DRYWALL <br />2Xa: ® <br />SECURE TO BLOCK W2-'iG' <br />I'X4. OR I'X2' P.T. NAILER <br />2XS: C� <br />SECURE TD BLOCK W2-?(e' <br />)S' DRYWALL <br />2XS: ® <br />BECURE TO BLOCK WA-1/4' <br />I'X4' OR I'M' P.T. NAILER <br />TAPCONS OR DRIVE PIN <br />3W OBB. X 4' MK <br />TAPGONB OR DRIVE PIN <br />I'X4' OR I'X2' P.T. NAILER <br />TAPCONS OR DRIVE PIN <br />Xc• OJiB. X 4' MIN. <br />(MIN. SHA , SIZE 145 <br />DOOR CASNG <br />(MIN. SHANK SIZE 345 <br />DOOR CASING <br />(MIN. SHANK SIZE J45 <br />DOOR CASING <br />MIN. HEAD SIZE B00 <br />DOOR JAMB OR WINDOW <br />MIN HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MIN HEAD SIZE 300 <br />MIN. EMBEDMENT I Y.'1 <br />ATTACH TO 2X PER <br />MR EMBEDMENT I Y') <br />ATTACH TO 2X PER <br />MM. EMBEDMENT Y.') <br />DOOR JAMB OR WINDOW <br />WITHIN S' OF EACH END 4 <br />18' OC. MAX SPACING. <br />MANUFACTURES DETAILS. <br />WITHIN 8' OF EACH END 4 <br />IS' OC. MAX SPACING. <br />MANUFACTURES DETAILS. <br />WITHIN B' CP EACH END 4 <br />IS- OC. MAX SPACING. <br />ATTACH TO 2X PER <br />MANUFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A') <br />DOOR JAMB TO BLOCK +1-15/16" <br />WINDOW TO BLOCK +1-15/16" <br />SCALE: I' • I'-i <br />2X4: CM <br />SECURE TO BLOCK WA <br />O <br />TAPCONS R DRIVE PIN <br />(MIN. BFIANK SIZE .145 <br />MIN 4EAD SIZE 300 <br />MIN. EMBEDMENT I J") <br />WITHIN 8' OF EACH END 4 <br />is, OG. MAX SPArwk <br />2X6: csm <br />SECURE TO BLOCK W2-'4 <br />NOTE: STRUCTURAL 2X MIST <br />TAPCCN8 OR DRIVE PIN <br />BE ON OUTSIDE 4 SECURED <br />(MIN SHANK SIZE .145 <br />THROUGH NON-STRUCTURAL <br />MIN HEAD SIZE -100 <br />)W TAPCON MIN 1-Y.' <br />MIN. EMBEDMENT I Y') <br />EMBEDMENT INTO BLOCK <br />WITHIN 8' OF EACH END 4 <br />a' Cm <br />IS' OG. MAX SPACING. <br />19 DRYWALL <br />2xs: ® <br />I'X4' OR I'X2' P.T. NAILER <br />SECURE TO BLOCK W2-i(�' <br />TAPCONS OR DRIVE PM <br />I' P.T. X 4' MIN. <br />(MIN. SHANK SIZE .145 <br />DOOR CA51NG <br />MIN HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MIN. EMBEDMENT I Y'1 <br />ATTACH TO 2X PER <br />WITHIN ItCF EACH END 1 <br />MANAFAGTIIRE. DETAIL.. <br />NOTE: 814IM A8 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 />NOTE: SHIM AS NEEDED TO PLUMB JAM (DO NOT EXCEED V) <br />DOOR JAMB TO BLOCK +T <br />WINDOW TO BLOCK +3" <br />E % SCALE: V-F-o' <br />2X4: CEM <br />SECURE TO BLOCK W/�(' <br />TAPCONS OR DRIVE PIN <br />(MIN. SHANK SIZE J45 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT I <br />WITHIN S• OF EACH END 4 <br />LWOC. MAX SPACING. <br />NOTE. STRUCTURAL 2X MUST <br />ON OUTSIDE /SECURED <br />TF' <br />THROUGH NONI-STRUCTURAL <br />2X6' ® <br />TAPO <br />TAPCON MIN. I-E <br />SECURE TO BLOCK W2-',(e' <br />EM <br />EMBEDI'1EM INTO BLOCK <br />T OR DRIVE PIN <br />(MIN. IN. SHASHA NK SIZE J49 <br />❑ <br />8' CMU <br />MIN. HEAD SIZE 300 <br />_)'DRYWALL <br />MIN EMBEDMENT I Y.9 <br />WITHIN 8' 01 EACH END t <br />I'X4' OR 1'X2' P.T. NAILER <br />B' OC.MAX .PACING. <br />2ND 2X 8E0URE TO <br />2X& ® <br />STRUCTURAL MEMBER W/(2112d <br />SECURE TO BLOCK W2-4W <br />WITHIN B' OF EACH END 4 6' <br />TAPCONS OR DRIVE PIN <br />TO B' OL. MAX <br />(MIN SHANK SIZE .145 <br />DOOR CASING <br />MIN. HEAD 812E 300 <br />DOOR JAMB OR WINDOW <br />MIN. EMBEDMENT 1 Ya') <br />ATTACH TO 2X PER <br />HIl WITN 8� CF EACH END <br />M AKFAGTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') <br />DOOR JAMB TO BLOCK +T <br />rut WINDOW TO BLOCK +T <br />iSCALE: I'.I'_0• <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') <br />DOOR JAMB TO BLOCK +3-7/16" <br />WINDOW TO BLOCK <br />+3-7 16" <br />G <br />2X4: <br />SECURE To BLOCK W//' <br />TAPCONS OR DRIVE PIN <br />(MIN. SHANK SIZE J4b <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT I Y9 <br />WITHIN S' OF EACH END 4 <br />18' OC. MAX SPACING. <br />2x6: CEM <br />SECURE TO BLOCK WA-1/4' <br />TAPC40NS OR DRIVE PIN <br />NOTE: STRUCTURAL 2X MUST <br />(MIN. SHANK SIZE J45 <br />BE ON OUTSIDE 4 SECURED <br />MIN HEAD SIZE 300 <br />THROUGH NON-STRUCTURAL <br />MIN EMBEDMENT I V) <br />%! TAPCON MIN 1414' <br />WITHIN 8' GF EACH END 4 <br />EMBEDMENT INTO BLOCK <br />I& OG. MAX SPACING. <br />8' CMttI <br />2X8, ® <br />JS DRYWALL <br />TO BLOCK W/-I/4'BE0. <br />TAPCCN5 OR DRIVE PIN <br />I'X4' OR 1'-' P.T. NAILER <br />(MIN. SHANK SIZE J49 <br />I' P.T. X 4' MIN. <br />MIN. HEAD SIZE 300 <br />DOOR CASING <br />MIN. EMBEDMENT I /49 <br />WITHIN 5' OF EACH END 4 <br />DOOR JAMB OR WINDOW <br />Is- OG. MAX SPACING. <br />ATTACH TO 2X PER <br />MANUFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') <br />DOOR JAMB TO BLOCK +3 3/4" <br />�u� WINDOW TO BLOCK <br />+3 3/4" <br />SCALE: I'•I'-0' <br />A R C N IT E C T S <br />6 <br />Design <br />Grou �2T42. <br />141 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.a bd esigngrou p.com <br />AA #: 0003325 <br />w <br />y <br />w <br />w <br />x <br />0 <br />m <br />0 <br />0 <br />SLTBDIV. at LOT <br />SILVERADO <br />LOT 13 <br />BLK 1 <br />PROJECT# <br />04128.000-13001 <br />monzIl <br />4EAB <br />"1672-ARIA" <br />GARAGE S'WMG: <br />LEFT <br />PAGE: <br />MONOLITHIC <br />1—STORY <br />WALL <br />SECTIONS & NOTES <br />%150 MPH EXP. B <br />ARCHrrECT: <br />STATE OF FLORIDA <br />D � 11/04, <br />SCALE: 1 /4"=1'- 0" <br />9iElmET <br />1) 3 <br />