Laserfiche WebLink
FIBERGLASS SHINGLES <br />OVER •30 FELT PAPER <br />INSTALLED PER FBCR <br />R'3052.1 ON �,,' O.S.B. <br />SHEATHING OR }' 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 />w <br />zQ <br />iEE ENERGY CODE FORMS <br />:OR INSULATION R-VALUES <br />GYPSUM BOARD OR J. HIGI <br />,TRENGT4 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 />11NDOW 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 />e 16' O.G. <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' 0.5.B. OR }' CDX <br />TYVEK BUILDINGS WRAP <br />FORTIFIBER BLDG PAP <br />-GALV'D MTL. LATH <br />-1/8' TEXTURED <br />FINISH e WOOD <br />-3o' TO %' MID WALL <br />WEEP SCREED <br />Z <br />F J <br />8' CMU <br />5/8' TEXTURED <br />FINISH e MASONRY <br />WEEP SCREED <br />DETAIL Cap WOOD TO <br />2 LLV SCALE: <br />/ SCALE: I I/2'=1'-0' <br />FIBERGLASS SHINGLES OVER <br />030 FELT PAPER INSTALLED <br />PER FBCR RW5.2.1 ON J' <br />O.S.B. SHEATHING OR 2 CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />P.T. Ix2 W/ MTL. DRIP EDGE <br />2x4 OR 2xE, SUB -BAND <br />PER ELEVATIONS <br />VENTED ALUM. SOFFIT <br />STIFFBACK AT ALL UPRIGHTS <br />OVER 4'-10' HIGH (SEE <br />SEALED 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 />1/8' 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 />2x4 BLOCKING BETWEEN <br />TRU55ES WHERE 'X' BRL <br />IS PRESENT <br />' PRE-ENG GABLE TRUSS <br />2x4 NAILER <br />CONT. 2x4 RAT RUN SECURE <br />m' W/ (2) 12d's e EACH TRUSS <br />TYP. TO BE INSTALLED 9 MID. <br />POINT OF TRUSS SPAN, OR <br />10'-0' O.G. MAX. <br />SECURE GABLE TO 2x6 P.T._f <br />PLATE W/ 12d's 8' O.C. MAX { <br />SECURE 2x6 PT. PLATE TO I, <br />BLK W/ �'x9' ANCHOR BOLT W/ <br />2' WASHER SET IN SIMPSON <br />HIGH STRENGTH EPDXY 7 <br />EMBED. MIN. 9 32' OC MAX. <br />5/8 THICK, 3 COAT��~ <br />PORTLAND CEMENT <br />PLASTER APPLIED w <br />DIRECTLY TO MASONRY ? a L <br />F� <br />1—STORY GABLE <br />1 A BLOCK WALL <br />SCALE: 3/4' = I' -0' <br />8' CMU <br />x DRYWALL <br />1'X4' OR I'X2' P.T. NAILER <br />❑ TH P.T. OR "4' MIN SECURE <br />FRAME (EXTEND INTO I <br />INTO BLOCK W/ ilj TAPCONS <br />OR DRIVE PIN <br />a (MIN. SNARC SIZE 141, <br />MIN. HEAD 812E 3000 <br />MIN EMBEDMENT I-Y • <br />WITHIN 8' OF EACH END 4 IS- <br />O,C. MAX SPACNG <br />DOOR CASING <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A') <br />DOOR JAMB TO BLOCK +3/4 OR +5/4 <br />A) WINDOW TO BLOCK +3/4 OR +5/4 <br />SCALE: V-I'-O' <br />2X4: CM <br />SECURE TO BLOCK W/' <br />TAPCONS OR DRIVE PIN <br />(MIN. SHANK SIZE J45 <br />MR HEAD SIZE 300 <br />MIN. EMBEDMENT IV) <br />WITHIN 8' OF EACH END 4 <br />Is, 0C. MAX SPACING. <br />2X6: CEO <br />To <br />SECURE TO BLOCK W <br />TAPCON DRIVE PIN <br />(MIN. SHANK SIZE J49 <br />❑ <br />MIN. HEAD SIZE 300 <br />MIN, EMBEDMENT I Y-) <br />WITHIN 8' OF EACH END 4 <br />W OC. MAX SPACING. <br />8' CMU <br />AB: Cmm <br />)V DRYWALL <br />BE TO BLOCK W/2 <br />TAPCONS OR DRIVE PIN <br />I'X4' OR I-X2- P.T. NAILER <br />(MIN. SHANK SIZE J45 <br />DOOR CA91NG <br />MIN. HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MIR EMBEDMENT I Y') <br />ATTACH TO 2X PER <br />WITHIN S' OF EACH END 4 <br />18' OC. MAX SPACING. <br />MANUFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) <br />DOOR JAMB TO BLOCK +1-1/2 <br />B WINDOW TO BLOCK +1-1 2/" <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />8' GYPSUM BOARD OR <br />HIGH STRENGTH CLG. <br />BOARD <br />GONG. FILLED LINTEL BLK I <br />(1) 45 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 SILL <br />(1) 05 REBAR VERTICALLY <br />W/ CONC. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />B I6. O.C. <br />8' CMU <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES — <br />OVER 030 FELT PAPER <br />INSTALLED PER FBGR <br />RS052.1 ON a' O.S.B. <br />SPEAT14ING OR 7 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 AT ALL <br />UPRIGHTS OVER 4'-10' <br />HIGH (SEE SEALED ENG. <br />FOR SIZE 4 CONDITION.)— <br />O.S.B. SHEATHING OR }' <br />CDX PLYWOOD. ATTACHED <br />PER FASTENER SCHEDULE <br />ON SHEET D5 <br />1/8' THICK, 3 COAT <br />PORTLAND CEMENT PLASTER <br />OVER EXPANDED GALv'D <br />METAL LATH ON FORTIFIBER <br />JUM50TEX GRADE 'D' <br />PAPER OVER TYVEK <br />BUILDING WRAP (REFER TO <br />STUCCO SPECS FOR <br />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 />SECURE 2x6 PT. PLATE TO <br />BLK W/ j'xV ANCHOR BOLT <br />W/ 2' WASHER SET IN SIMPSON <br />HIGH STRENGTH EPDXY 1' <br />EMBED. MIN. e 32' OC MAX. <br />%' THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />2x4 BLOCKING BETWEEN <br />TRUSSES WHERE 'X' BRACING <br />IS PRESENT <br />/ PRE-ENG GABLE TRUSS <br />CONT. 2x4 RAT RUN SECURED W/ (2) <br />12d's e EACH TRUSS <br />m, TO BE INSTALLED 9 MID. POINT OF <br />TYP. TRUSS SPAN, OR 10'-0' O.C. MAX. <br />°H SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />8' GYPSUM BOARD OR }' <br />HIGH STRENGTH CLG. <br />BOARD <br />l 2x4 NAILER <br />2x4 e 24' O.G. o INTERIOR <br />KNEE WALL <br />CONC. FILLED LINTEL BLK W/ <br />(1) S REBAR CONTINUOUS <br />I <br />DIRECTLY TO MASONRY — \ o I <br />?a <br />�o <br />1—STORY GABLE <br />W/ VAULT CLG. <br />Uj_B_p� BLOCK WALL <br />SCALE: 3/4' = I'-O' <br />PRECAST LINTEL <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />PRECAST SILL <br />(1) 05 REBAR VERTICALLY <br />W/ GONG. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />e 16' O.C. <br />8' CMU <br />I/2' GYP. WL. BD. <br />WOOD BASE <br />NOTE: <br />PER F5GR'3052.1 - 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, (I) LAYER UNDERLAYMENT IS <br />PERMITTED BUT MUST BE PER ASTM D226 TYPE <br />II, ASTM D 4869 TYPE IV, OR ASTM D 6151 <br />2X4: ® <br />2X4: ® <br />2X4: CM <br />SECURE TO BLOCK W/ <br />TAPCONS OR DRIVE PIN <br />SECURE TO BLOCK W/ 4(' <br />TAPCONS OR DRIVE PIN <br />SECURE TO BLOCK W&4' <br />TAPCONS OR DRIVE PIN <br />(MIN. SHANK SIZE J45 <br />(MIN. SHANK SIZE J45 <br />(MIN. SHARK SIZE .145 <br />MIN. HEAD SIZE 300 <br />MIN. HEAD SIZE 300 <br />MIN HEAD SIZE 300 <br />('TIN. EMBEDMENT I Y." <br />WITHIN 8' CF EACH END 4 <br />MIN. EMBEDMENT I Y') <br />WITHIN 8' OF EACH END <br />MIN. EMBEDMENT I Y') <br />10' O.G. MAX SPACING. <br />18' Or_ MAX SPACING. <br />IS- O.C. MAX SPACING. <br />2X6: ® <br />SECURE TO BLOCK W/1- <br />TAPCONS OR DRVE PM <br />NOTE: STRUCTURAL 2X MUST <br />BE ON OUTSIDE 4 SECURED <br />2X6: CEM <br />SECURE TO BLOCK W2-U)(�' <br />TAPGONS OR DRIVE PIN <br />NOTE: STYRICTURAL IX MUST <br />SECURE TO BLOCK WA-I/4' <br />SEC <br />TAPCON9 OR DRIVE PIN <br />IMIR SHANK SIZE .WS <br />THROUGH NON-STRUCTURAL <br />(MIN SHANK SIZE 145 <br />BE ON OUTSIDE 4 SECURED <br />(MIN. SHANK SIZE J45 <br />MIN. HEAD SIZE 300 <br />%' TAPCON MIN. I-)W <br />MIR. HEAD SIZE 300 <br />THRDUGH NON-STRUCTURAL <br />MIR HEAD SIZE 300 <br />MrN. EMBEDMENT I Y4') <br />EMBEDMENT INTO BLOCK. <br />MIN. EMBEDMENT I J") <br />' iAPGON MIN. I-Y' <br />MIN. EMBEDMENT I Y') <br />WITHIN 8' OF EACH END 4 <br />S. C'0.1 <br />WITHIN B• OF EACH END l <br />EMBEDMENT INTO BLOCK <br />WITHIN 8' OF EACH END 4 <br />IVO.C. MAX SPACING. <br />)1' DRYWALL <br />18' O.G. MAX SPADING. <br />8, Q•IUU <br />IS- O.C. MAX SPACING. <br />2XS: C� <br />I'x4' OR I70' P.T. NAILER <br />2X8: ® <br />Y4' DRYWALL <br />2": CEM <br />SECURE TO BLOCK W!1- <br />TAPCONS OR DRIVE PIN <br />31' O.&M. X 4' MIN. <br />SECURE TO BLOCK W/1-j(' <br />TAPCONS OR DRVE PIN14 <br />I'X4' OR I'X2' P.T. NAILER <br />_ <br />SECURE <br />qQ DTO R VKWA <br />E PIN <br />(MIN. SHANK SIZE J45 <br />DOOR CASING <br />(MIN. SHANK SIZE 145 <br />DOOR CASING <br />(MIN. SHANK SIZE .145 <br />MIN. HEAD SIZE 300 <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.') <br />ATTACH TO 2X PER <br />MIN. EMBEDMENT I Y') <br />ATTACH TO 2X PER <br />MIN. EMBEDMENT I Y4') <br />WITHIN 8' OF EACH END 4 <br />Ia. O.G. MAX SPACING. <br />MANUFACTURES DETAILS. <br />WITHIN 8' OF EACH END 4 <br />0' OC, MAX SPACING. <br />MANFACTURE9 DETAILS. <br />WITHIN S' CF EACH END 4 <br />IS- OC. MAX SPACING. <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/i6" <br />V SCALE: <br />2X4: CEO <br />SECURE TO BLOCK W/' <br />TAPCONS OR DRIVE PM <br />(MIN. SHANK gIZE J45 <br />MIN. HEAD SIZE 300 <br />MIN. EMBEDMENT I Y.'7 <br />WITHINEACH EN411AN�ACTUIIIEb <br />IS' OC. MAX SPACING.2X6:SECURE <br />TO BLOCK W/NOTE: <br />STRUCTURAL 2X MUST <br />TAPCONS OR DRIVE PBE <br />ON OUTSIDE 4 SECURED <br />(MIR SHANK SIZE J45THROU <br />H NON-STRUCTURAL <br />MIR HEAD SIZE 3003G.' <br />TAPCON MIN. I-V <br />MIN. EMBEDMENT I Y'1EMBEDMENT <br />INTO BLOCKWITHIN <br />8' O° EACH EN'C•XlIS' <br />O.C. MAX SPACING.2X8: <br />®DRYWALL <br />SECURE TOBLOCKW/I'X4' <br />OR I'M' P.T. NAILER <br />TAPCONS OR DRIVE PI' <br />P.T. X 4' MIN. <br />(MIN. SHANK SIZE J45DOOR <br />CASINGMIN. <br />HEAD SIZE 300DOOR <br />JAMB OR WINDOW <br />MIN. EMBEDMENT I),')ATTACH <br />TO 2XPERWITHIN <br />S' OF EACH EN <br />IS' O.C. MAX SPACING. <br />DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED)',') <br />DOOR JAMB TO BLOCK +2 1/4" <br />WINDOW TO BLOCK +2 1/4" <br />SCALE: <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') <br />DOOR JAMB TO BLOCK +T <br />WINDOW TO BLOCK +3" <br />it % <br />2X4: CM <br />SECURE TO BLOCK W/ 9(' <br />TAPCO46 OR DRIVE PIN <br />(MIN. SHANK SIZE .145 <br />MIN. HEAD SIZE 300 <br />MIN. EMBEDMENT I W) <br />WITHIN 8' OF EACH END 4 <br />IS' O.C. MAX SPACNG <br />NOTE: STRUCTURAL 2X MUST <br />BE ON OUTSIDE 4 SECURED <br />THROUGH NON-STRUCTURAL <br />2x6: CEM <br />jW TAPCCN MIN. I-V <br />SECURE TO BLOCK W/2-96- <br />EMBEDMENT INTO BLOCK <br />TAPCONS OR DRIVE PIN <br />(MIN. SHANK SIZE J45 <br />a' C'IU <br />MIN. HEAD SIZE 300 <br />K' DRYWALL <br />MIN. EMBEDMENT I V) <br />WITHIN 8' OF EACH END 4 <br />I'X4' OR 1'X2' P.T. NAILER <br />IB' OC. MAX SPACING. <br />2ND 2X SECURE TO <br />2X8: CEM <br />STtl1CTURAL MEMBER WK2T2d <br />SE CURE TO BLOCK W/2-V <br />WITHIN 8' OF EACH END 4 b' <br />TAPCONS OR DRIVE PIN <br />TO 8' O _ MAX <br />(MIN. SHANK SIZE .145 <br />DOOR CASING <br />MIN. HEAD SIZE 300 <br />MIN, EMBEDMENT I Y.') <br />DOOR JAMB OR WINDOW <br />WI WIN 8' OF EACH END 4 <br />ATTACH TO 2X PER <br />18' O.C. MAX SPACING. <br />MANUFACTURES DETAILS. <br />NOTE: BRIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) <br />DOOR JAMB TO BLOCK +T <br />%1 WINDOW TO BLOCK +T <br />1SCALE: I'.I'-0' <br />NOTE: STRUCTURAL 2X MUST <br />BE ON OUTSIDE 4 SECIJRED <br />THI✓OUGH NON-STRUCTURAL <br />%' TAPGO4 MIR 1-Ys' <br />EMBEDMENT INTO BLOCK <br />a, CMU <br />1S DRYWALL <br />I'X4' OR I'X2' P.T. NAILER <br />Y,' 0.813. X 4' MIN <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 Y •) <br />DOOR JAMB TO BLOCK +3-7/16" <br />G WINDOW TO BLOCK <br />+3-7 16" <br />ALE: <br />2X4: CM <br />SECURE TO BLOCK Wb4' <br />TAPCONS OR DRIVE PIN <br />(MIN. SHANK 812E .145 <br />MIN. HEAD SIZE 300 <br />MIN. EMBEDMENT V4 ) <br />WITHIN 8' OF EACH END 4 <br />IS' OC. MAX SPACING. <br />2X6: CEM <br />SECURE TO BLOCK W/I•I/4' <br />IADRIVE PIN <br />NOTE: STRUCTURAL 2X MUST <br />(MIN. SHANK SIZE 145 <br />BE ON OUTSIDE 4 SECURED <br />MIN. HEAD SIZE 300 <br />THROUGH NON-STRUCTURAL <br />MIN. EMBEDMENT I Y4•) <br />%' TAPCON MIN. I-Y' <br />WITHIN 8' OF EACFI END 4 <br />EMBEDMENT INTO BLOCK <br />1S' OC. MAX SPACING. <br />a, cm <br />2XS' ® <br />N DRYWALL <br />SECURE TO BLOCK W/1-I/4' <br />TAPCONS OR DRIVE PIN <br />I'X4' OR I'-' P.T. NAILER <br />MIN. SHANK 812E 145 <br />I' P.T. X 4' MIN. <br />MIN HEAD SIZE 300 <br />DOOR CASING <br />MIN EMBEDMENT 01,•) XQ <br />WITHIN 8' OF EACH END 4 <br />DOOR JAMB OR WINDOW <br />IS,OC. MAX SPACING. <br />ATTACH TO 2X PER <br />MANFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') <br />DOOR JAMB TO BLOCK <br />+3 3/4" <br />%u1 WINDOW TO BLOCK +3 3/4" <br />SCALE: 1'.I'-0' <br />A R C N I T E C T E <br />6 <br />Desian <br />Grou i!- <br />41 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abd4 igngmup.com <br />AA M. 0003325 <br />w <br />z <br />z <br />a <br />y <br />c <br />F <br />0 <br />L <br />de LOVERADOOT 4LK 2C <br />04128.00 -04002 <br />AtODEie <br />4EBB <br />"1828—CALI" <br />GARAGE S'WM 3: <br />RIGHT <br />PAGE: <br />MONOLITHIC <br />1—STORY <br />WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B <br />ARCHITECT: <br />STATE OF FLORIDA <br />PINT <br />DAIM 10/21, <br />SCAIM: 1 /4"=1' — 0" <br />8I'�ET <br />D 3 <br />