Laserfiche WebLink
FIBERGLASS SHINGLES <br />OVER #30 FELT PAPER <br />INSTALLED PER FBCR <br />R9052.1 ON -*" O.S.B. <br />SHEATHING OR 2 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 />s/8 THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />III <br />SEE ENERGY CODE FORMS <br />:OR INSULATION R-VALUES <br />' GYPSUM BOARD OR I' HIGs <br />ITRENGTH CLG. BOARD <br />:ONO. 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 45 <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 />9 16, O.G. <br />8' GMU <br />1/2' GYP. WL. BD, <br />WOOD BASE <br />1—STORY <br />1 BLOCK WALL <br />1/16' O.S.B. OR }' CDX <br />TYVEK BUILDING WRAP <br />FORTIFIBER BLDG PAF <br />GALv'D MTL. LATH <br />1/0' TEXTURED <br />FINISH 'm WOOD <br />Ys TO % MID WALL <br />WEEP SCREED <br />Z IL <br />J <br />-8' CMU <br />-5/6' TEXTURED <br />FINISH 0 MASONRY <br />WEEP SCREED <br />DETAIL C WOOD TO <br />2 Lvun ";v1N1v <br />SCALE: 1 I/2' = I'-0' <br />8' CMU <br />h' DRYWALL <br />FIBERGLASS SHINGLES OVER <br />*30 FELT PAPER INSTALLED <br />2x4 BLOCKING BETWEEN <br />FIBERGLASS SHINGLES <br />2x4 BLOCKING BETWEEN <br />PER FBCR R9052.1 ON <br />e <br />TRUSSES WHERE 'X' BRACIN <br />OVER #30 FELT PAPER <br />TRUSSES WHERE 'X' BRACING <br />16' <br />IS PRESENT <br />INSTALLED PER FBCR <br />IS PRESENT <br />O.S.S. SHEATHING OR 2 CDX <br />RS052.1 ON O.S.B. <br />_ <br />PLYWOOD SECURED PER <br />16 _ <br />SHEATHING OR 21' CDX <br />FASTENER SCHEDULE <br />PRE-ENG GABLE TRUSS <br />PLYWOOD SECURED PER <br />PRE-ENG GABLE TRUSS <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 -BAND <br />CONT. 2x4 RAT RUN SECURE <br />P.T. Ix2 W/ MTL. DRIP EDGE <br />12d's o EACH TRUSS <br />PER ELEVATIONS <br />m" <br />W/ (2) 12d's a EACH TRUSS <br />2x4 OR 2x6 SUB -BAND <br />TO BE INSTALLED e MID. POINT OF <br />VENTED ALUM. SOFFIT <br />rYp. <br />o.u. <br />TO BE INSTALLED B MID. <br />PER ELEVATIONS TYQ. <br />TRUSS SPAN, OR 10'-0' O.C. MAX. <br />STIFFBAGK AT ALL UPRIGHTS <br />POINT OF TRUSS SPAN, OR <br />VENTED ALUM. SOFFIT m.H. <br />SEE ENERGY CODE FORMS <br />OVER 4'-10' HIGH (SEES <br />10'-0' O.C. MAX. <br />STIFFBAGK AT ALL <br />FOR INSULATION R-VALUES <br />SEALED ENS. FOR SIZE a <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 />-1 <br />16 O.S.B. SHEATHING OR <br />} <br />s8' GYPSUM BOARD OR ° <br />FOR SIZE a CONDITION) <br />T I <br />BOARD <br />CDX PLYWOOD. ATTACHED <br />` <br />HIGH STRENGTH CLG. <br />is O.S.B. SHEATHING OR p' <br />2x4 NAILER <br />PER FASTENER SCHEDULE <br />BOARD <br />CDX PLYWOOD. ATTACHED <br />2x4 ® 24' O.C. 6T INTERIOR <br />ON SHEET D5 <br />PER FASTENER SCHEDULE <br />1/8' THICK, 3 COAT <br />CONC, FILLED LINTEL BLK W/ <br />/ ON SHEET D5 <br />KNEE WALL <br />PORTLAND CEMENT PLASTER <br />(1) 45 REBAR CONTINUOUS <br />1/6' THICK, 3 COAT <br />CONC. FILLED LINTEL BLK W/ <br />OVER EXPANDED GALV'D <br />SEE ENERGY CODE FORMS <br />PORTLAND CEMENT PLASTER <br />lU #5 REBAR CONTINUOUS <br />METAL LATH ON FORTIFIBER <br />( <br />FOR INSULATION R-VALUES <br />OVER EXPANDED GALv'D <br />JUM50TEX GRADE 'D' PAPER <br />PRECAST LINTEL <br />METAL LATH ON FORTIF15ER <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 />WEEP SCREED <br />PRECAST SILL <br />STUCCO SPECS FOR <br />COMPLETE <br />PLETE INFORMATION) <br />PRECAST SILL <br />(SEE DETAIL 2) <br />(1) #5 REBAR VERTICALLY <br />WEEP SCREED <br />(l) 415 REBAR VERTICALLY <br />SECURE GABLE TO 2x6 P.T. <br />W/ CONC. POURED CELL <br />(SEE DETAIL 2) <br />W1 CONC. POURED CELL <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.G. <br />PLATE W/ 12d's 8' O.C. MAX <br />SECURE 2x6 PT. PLATE TO <br />i <br />8° GMU <br />SECURE 2x6 PT. PLATE TO <br />BLK W/ }"x9' ANCHOR BOLT W/ <br />BLK W/ }'x9' ANCHOR BOLT <br />gCMU <br />2' WASHER SET IN SIMPSON <br />I/2° GYP. WL. SD. <br />WL. <br />W/ 2° WASHER SET IN SIMPSON ---- <br />I/' GYP. WL. BD. <br />HIGH STRENGTH EPDXY T <br />----'-"�- <br />WOOD E, <br />HIGH STRENGTH EPDXY 1' j <br />WOOD BASE <br />EMBED. MIN. @ 32' OC MAX. <br />_ <br />EMBED. MIN, g 32' OC MAX. j <br />s/8" THICK, 3 COAT <br />— <br />5/e° THICK, 3 COAT <br />PORTLAND CEMENT <br />a <br />i <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />w <br />PLASTER APPLIED <br />DIRECTLY 70 MASONRY <br />DIRECTLY TO MASONRY �. <br />z a <br />�o <br />�o <br />NOTE: <br />1—STORY GABLE <br />1—STORY GABLE <br />PER FBCR 9052.7 - 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 />1 <br />ti SCALE: 3/4'=1'-O' <br />BLOCK WALL <br />4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS <br />UB SCALE: 3/4'=l'-0° <br />PERMITTED BUT MUST BE PER ASTM D226 TYPE <br />11, ASTM D 466S TYPE Iv, OR ASTM D 6157 <br />i'X4' OR I'X2' P.T. NAILER <br />P.T. OR E'X4' MIN SECURE <br />❑ <br />THI FRAME /EXTEND i-' <br />Y. <br />INTO <br />INTO BLOCK W/'1(t' TAPC.ON9 <br />OR DRIVE PM <br />(MIN. SHANK SIZE <br />MIN HEAD 912E 3000 <br />MIN. EMBEDMENT I-Yq' <br />WITHIN 8' OF EACH END 4 IS- <br />O.C. MAX SPACING <br />DOOR CASING <br />DOOR JAMB OR WINDOW <br />ATTACH TO 2X PER <br />MANUFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) <br />DOOR JAMB <br />TO BLOCK +3/4 OR +5/4 <br />UWINDOW TO BLOCK +3/4 OR +5/4 <br />L-1 <br />SCALE: 1'-1'-0' <br />2X4: CM <br />SECURE TO BLOCK W/ ,_(' <br />TAPCONS OR DRIVE PIN <br />(MIN. SHANK SIZE .145 <br />MIN. HEAD SIZE 300 <br />MIN. EMBEDMENT I Y') <br />WITHIN 8' OF EACH END t <br />IS' D.C. MAX SPACING. <br />2X6: CEM <br />SECURE TO BLOCK W/t-%' <br />V <br />DRIVE PIN <br />(MIN SHANK SIZE <br />(MIN. SHAM(K <br />❑ <br />MIN. HEAD SIZE 300 <br />MR EMBEDMENT I ') <br />WITHIN 8' OF EACH END t <br />B' OC. MAX SPACING. <br />8 CMU <br />2XS ® <br />Y' DRYWALL <br />SECURE TO BLOCK WI'2-W,' <br />TAPCONS OR DRIVE PIN <br />I'X4' OR 1'X2' P.T. NAILER <br />(MIN SHANK SIZE J45 <br />DOOR CASING <br />MIN HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MIN EMBEDMENT I 'E* <br />ATTACH TO 2X PER <br />WITHIN 8' OF EACH END t <br />18' OL. MAX SPACING. <br />MANUFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') <br />DOOR JAMB TO BLOCK +1-1/2" <br />WINDOW TO BLOCK +1-1/2" <br />SCALE: <br />2X4: ® <br />2X4: ® <br />2X4: CM <br />SECURE TO BLOCK W/ <br />SECURE TO BLOCK W/ 9(' <br />SECURE TO BLOCK WHs' <br />TAPCONS OR DRIVE PIN <br />TAPGONS OR DRIVE PIN <br />TAPCONS OR DRIVE PIN <br />(MIN. SHANK SIZE J45 <br />(MIN. SHAM, SIZE J45 <br />(MIN. SHAW, SIZE J45 <br />MIN. HEAD SIZE 300 <br />MIN. HEAD SIZE 300 <br />MIN HEAD SIZE 300 <br />MIN. EMBEDMENTWITHIN <br />EMBEDMENT <br />MIN. EMBEDMENT I Y4') <br />8' OF EACH END ( <br />WITHEACH END <br />WITHIN t <br />18' OL. MAX SPACING. <br />IS' OC. MAX SPACING. <br />IS' O.C. MAX SPACING. <br />2X6: ® <br />SECURE TO BLOCK Ua 3/ - <br />TAPOONS OR DRIVEPIN <br />NOTE: STRUCTURAL 2X MUST <br />BE ON OUTSIDE 4 SECURED <br />2X6: ® <br />SECURE TO BLOCK W/2-%' <br />TAPCGTIS OR DRIVE PIN <br />❑ <br />NOTE: STRJCTURAL 2X MUST <br />2X6: <br />SECURE TO BLOCK WA-114' <br />TAPCONS OR DRIVE PIN <br />AL 2X MUST <br />NOTE: 5 OUTSIDE <br />BE ON OUTSIDE t SECURED <br />(MIN. SHASIZE J45IVE <br />MIN HEAD SIZE 300 <br />THROUGH NON-STRUCTURAL <br />%' TAPCON MIN. I -A' <br />(MIN. SHANK SIZE J45 <br />MIN, HEAD SIZE 300 <br />BE ON OUTSIDE 4 SECURED <br />THROUGH NON-STRUCTURAL <br />(MIN. SHANK SIZE .145 <br />MIN HEAD SIZE 300 <br />THROUGH NON-STRUCTURAL <br />fir' TAPCON MIN. I-Y' <br />MIN. EMBEDMENT I Y.') <br />EMBEDMENT INTO BLOCK. <br />MIN. EMBEDMENT I Y') <br />",(' TAPGON MIN. i-4 <br />MIN EMBEDMENT I Y'1 <br />EMBEDMENT INTO BLOCK <br />WITHIN 5' OF EACH END t <br />S. cm <br />WITHIN S' OF EACH END t <br />EMBEDMENT INTO BLOCK <br />WITHIN $' OF EACH END 4 <br />IS' OC. MAX SPACING. <br />Y' DRYWALL <br />10' OZ. MAX SPACING. <br />8, cm18' <br />O.C. MAX SPACING. <br />e' CMU <br />® <br />I'X4' OR I'X2' P.T. NAILER <br />2X8: ® <br />h' DRYWALL <br />2XS: ® <br />Yip DRYWALL <br />SEC <br />SECURE TO BLOC( W/1- .' <br />TAPCONS OR DRIVE PIN <br />3(,, O.S.B. X 4' MIN <br />SECURE TO BLOCK W/2-V <br />TAPCONS OR DRIVE PIN <br />I'X4' OR PX2' P.T. NAILER <br />SECURE TO BLOCK W/1-1/4' <br />TAPCO4S OR DRIVE PIN <br />I'X4' OR I'X2' P.T. NAILER <br />7(a' OSB. X 4' MIN. <br />(MIN. SHANK SIZE .145 <br />MIN HEAD SIZE 300 <br />DOOR CASING <br />DOOR JAMB OR WINDOW <br />(MIM SHAM( SIZE .145 <br />MM. HEAD SIZE 300 <br />DOOR. CA5ING <br />DOOR JAMB OR WINDOW <br />(MIN. SHANK SIZE 145 <br />MM. F1E.AD SIZE 300 <br />DOOR CA51NG <br />MIN. EMBEDMENT I Y') <br />ATTACH TO 2X PER <br />MM. EMBEDMENT I Y') <br />ATTACH TO 2X PER <br />MIN EMBEDMENT I Y4') <br />DOOR JAMB OR WINDOW <br />WITHIN 5' OF EACH END t <br />B' OC. MAX SPACING. <br />MANUFACTURES DETAILS. <br />WITHIN 8' OF EACH END ( <br />f8' OL. MAX SPACIWs. <br />MANUFACTURES DETAILS. <br />WITHIN 8' OF EACH END 4 <br />D'O.C. MAX SPACING. <br />ATTACH TO 2X PER <br />MANIFACTURE9 DETAILS. <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 />2X4: cm <br />SECURE TO BLOCK ILI` ' <br />TAPCONS OR DRIVE PM <br />(MIN SHANK SIZE J45 <br />MIN. HEAD SIZE 300 <br />MIN. EMBEDMENT I Y') <br />WITHIN 8' CC EACH END t <br />18'O.C. MAX SPACING. <br />2X6: <br />SECURE TO BLOCK W/2-,' <br />TAPCONS OR DRIVE PIN <br />NOTE: STRUCTURAL 2X MUST <br />BE ON OUTSIDE 4 SECURED <br />(MIN. SHANK SIZE J45 <br />THROUGH NON-STRUCTURAL <br />MIN. HEAD SIZE 300 <br />9fs' TAPCON MIN I-Y' <br />MIN. EMBEDMENT I Y9 <br />EMBEDMENT INTO BLOCK <br />WITHIN 8' OF EACH END 4 <br />8' CMU <br />18' OL. MAX SPACING. <br />Y' DRYWALL <br />2XS' ® <br />1'X4' OR I'X2' P.T. NAILER <br />SECURE TO BLOCK W/2-%' <br />TAFC40NS OR DRIVE PIN <br />I' P.T. X 4' MIN. <br />(MIN. SHANK SIZE .145, <br />DOOR CASING <br />MIN. HEAD SIZE 300 <br />MIN. EMBEDMENT I Ys') <br />DOOR JAMB OR WINDOW <br />WITHIN 8. 6 EACH END 4 <br />ATTACH TO 2X PER <br />IS' OC. MAX SPACING. <br />MANUFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') <br />DOOR JAMB TO BLOCK +2 1/4" <br />D <br />��� WINDOW TO BLOCK +2 1/4" <br />5CALE: <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A') <br />DOOR JAMB TO BLOCK +3" <br />WINDOW TO BLOCK +3" <br />SCALE: <br />2X4: CEO <br />SECURE TO BLOCK W/ ?4'TAPC.ONS <br />OR DRIVE PIN <br />(MIN SHANK SIZE J45 <br />MIN. HEAD SIZE 300 <br />MIN EMBEDMENT I Y <br />E WITHIN 8' OF EACH END 4 <br />Ui' OL. MAX SPACING. <br />NOTE: STRUCTURAL 2X MUST <br />BE ON OUTSIDE t SECURED <br />2X6: ® <br />TH <br />THROUGH NON-STRUCTURAL <br />TAPCON MIN. 1-Y4' <br />SECURE TO BLOCK W/2-4f' <br />EMBED <br />EMBEDMENT INTO BLOCK <br />OR DRIVE PIN <br />TAPOONSSWANK <br />(MIN. SHANK 512E .145 <br />Q <br />8' CMU <br />MIN. HEAD SIZE 300 <br />)f' DRYWALL <br />MIN. EMBEDMENT IV) <br />WITHIN 8' EACH END / <br />I'X4' OR I'X2' P.T. NAILER <br />IS' O.C. MAX SPACING. <br />2ND 2X SECURE TO <br />2X8: ® <br />STRUCTURAL MEMBER W/(2A2d <br />SECURE TO BLOCK,UI <br />WITHIN 8' OF EACH END t 6- <br />TAPGCNS OR DRIVE PIN <br />TO 8' O.G. MAX <br />(MIN. SHAH, SIZE J45 <br />DOOR CASING <br />MIN HEAD 51ZE 300 <br />DOOR JAMB OR WINDOW <br />MIN EMBEDMENT I Y') <br />ATTACH TO 2X PER <br />WITHIN 8' OF EACH END 4 <br />MANUFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') <br />DOOR JAMB TO BLOCK +3" <br />WINDOW TO BLOCK +3" <br />SCALE: I' • I'-0' <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) <br />DOOR JAMB TO BLOCK +3-7/16" <br />WINDOW TO BLOCK <br />+3-7/16" <br />\v� SCALE: 1'=I'•0' <br />2X4: CM <br />SECURE TO BLOCK W&' <br />TAPCONS OR DRIVE PIN <br />(MIN. SHANK SIZE J45 <br />MIN. 14EAD SIZE S" <br />MIN. EMBEDMENT I Y4' ) <br />WITHIN 8' OF EACH END t <br />18' CC. MAX SPACING. <br />2X6: CEO <br />SECURE TO BLOCK WA-V4' <br />TAP . OR DRIVE PIN <br />NOTE: STfd1CI- 2X MUST <br />(MIN. SWANK SIZE J45 <br />BE CN OUTSIDE 4 SECURED <br />MIN. HEAD SIZE 300 <br />THROU63I4 NON-STRUCTURAL <br />MIN EMBEDMENT Y4') <br />%- TAPCON MR 1-Y' <br />WITHIN 8' OF EACH END t <br />EMBEDMENT INTO BLOCK <br />18' OZ. MAX SPACING. <br />a, CMU <br />2X8: ® <br />V DRYWALL <br />SECURE TO BLOCK W/IPIN -1/4' <br />TAPCONS OR DRIVE <br />I'X4. OR I'X2' P.T: NAILER <br />(MIN. SHANK SIZE .145 <br />1' P.T. X 4- MIN. <br />MR HEAD SIZE 300 <br />MREMBEDMENT I Y-) <br />DOOR CASING <br />WITHIN 8' Cr EACH END t <br />DOOR JAMB OR WINDOW <br />18' OL. MAX SPACING. <br />ATTACH TO 2X PER <br />MANSACTURES DETAILS. <br />NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y.') <br />DOOR JAMB TO BLOCK <br />+3 3/4" <br />�u1 WINDOW TO BLOCK +3 3/4" <br />SCALE: I'•1'-0' <br />A a Y I T C P T <br />L441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigagrou prom <br />AA #: 0003325 <br />w <br />ti <br />w <br />0 <br />w <br />z <br />4 <br />co <br />co <br />0 <br />I <br />0 <br />w <br />w <br />SuBDIV & LOT. <br />SILVERADO <br />LOT 21 <br />LOT 1 <br />PROJEC'� <br />04128.000-21001 <br />MODIM <br />4EBB <br />"1828-CALI" <br />GARAGE SIZING: <br />LEFT <br />PAGE: <br />MONOLITHIC <br />1-STORY <br />WALL <br />SECTIONS & NOTES <br />%150 MPH EXP. B <br />ARCHITECT: <br />STATE OF FLON <br />DPA11/02/16 <br />SCALE: 1 /4"=1' - 0" <br />SiIEET <br />T3 <br />