Laserfiche WebLink
FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />R-J052.1 ON 116' 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 />% THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />3EE ENERGY CODE FORMS <br />:OR INSULATION R-VALUES <br />' GYPSUM BOARD OR J' HIG <br />:TRENGTI4 CLG. BOARD <br />;ONC. FILLED LINTEL BLK W/ <br />1) 05 REBAR CONTINUOUS <br />'RECAST LINTEL <br />IEE 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/ GONG. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />'16' O.G. <br />8' GMU <br />1/2' GYP. WL, BD. <br />WOOD BASE <br />1-STORY <br />1 BLOCK WALL <br />SCALE: 3/4' = I' -O' <br />1/16' O.S.B. OR }' CDX <br />TYVEK BUILDING WRAP <br />FORTIFIBER BLDG PAP <br />GALV'D MTL LATH <br />116' TEXTURED <br />FINISH a WOOD <br />7V TO % MID WALL <br />WEEP SCREED <br />Z_ IL <br />-J <br />-8' CMU <br />-5/8' TEXTURED <br />FINISH m MASONRY <br />WEEP SCREED <br />DETAIL CC WOOD TO <br />BLOCK CONNECTION <br />SCALE: 1 <br />FIBERGLASS SHINGLES OVER <br />#30 FELT PAPER INSTALLED <br />2x4 BLOCKING BETWEEN <br />FIBERGLASS SHINGLES �1 <br />2x4 BLOCKING BETWEEN <br />PER FBCR R9052.1 ON -2* <br />TRUSSES WHERE 'X' BRACIN <br />TRUSSES <br />OVER FELT PAPER \ <br />INSTALLED FBCR <br />TRUSSES WHERE 'X' BRACING <br />PRESENT <br />PER <br />IS PRESENT <br />0.5.$. SHEATHING OR 21' CDX <br />R9052.1 ON O.S.B. <br />PLYWOOD SECURED PER <br />ly' <br />SHEATHING OR 1' GDX <br />FASTENER SCHEDULE <br />PRE-ENG GABLE TRUSS <br />PLYWOOD SECURED PER <br />PRE-ENG GALE TRUSS <br />P.T. Ix2 W/ MTL. DRIP EDGE <br />2x4 NAILER <br />FASTENER SCHEDULE <br />CONT. 2x4 RAT RUN SECURED W/ (2) <br />2x4 OR 2x6 SUB -BAND <br />CONT. 2x4 RAT RUN SECURE <br />P.T. Ix2 W/ MTL. DRIP EDGE <br />12d's ® EACH TRUSS <br />PER ELEVATIONS <br />W/ (2) 12d's a EACH TRUSS <br />2x4 OR 2x6 SUB -BAND m <br />TO BE INSTALLED -w MID. POINT OF <br />VENTED ALUM. SOFFIT <br />rYP. <br />oN. <br />TO BE INSTALLED m MID. <br />PER ELEVATIONS TYP. <br />TRUSS SPAN, OR 10'-0' O.C. MAX. <br />STIFFBACK AT ALL UPRIGHTS <br />POINT OF TRUSS SPAN, OR <br />VENTED ALUM. SOFFIT �,4 <br />SEE ENERGY CODE FORMS <br />OVER 4'-10' HIGH (SEE <br />10'-0' O.C. MAX. <br />STIFFBACK AT ALL <br />FOR INSULATION R-VALUES <br />SEALED ENG. FOR SIZE a <br />SEE ENERGY CODE FORMS <br />UPRIGHTS OVER 4'-10° <br />J' GYPSUM BOARD OR J' <br />CONDITION.) <br />FOR INSULATION R-VALUES <br />HIGH (SEE SEALED ENG. <br />HIGH STRENGTH CLG. <br />O.S.B. SHEATHING OR <br />sg' GYPSUM BOARD OR' <br />FOR SIZE a CONDITION.) <br />BOARD <br />CDX PLYWOOD. ATTACHED <br />HIGH STRENGTH CLG. <br />O.S.B. SHEATHING OR <br />2x4 NAILER <br />PER FASTENER SCHEDULE <br />BOARD <br />CDX PLYWOOD. ATTACHED <br />2x4 ® 24' O.G. o INTERIOR <br />ON SHEET D5 <br />PER FASTENER SCHEDULE <br />KNEE WALL <br />1/8' THICK, 3 COAT <br />GONG. FILLED LINTEL BLK W/ <br />ON SHEET DE, <br />PORTLAND CEMENT PLASTER <br />(1)05 REBAR CONTINUOUS <br />1/8' THICK, 3 COAT <br />GONG. FILLED LINTEL BLK W/ <br />OVER EXPANDED GALV'D <br />SEE ENERGY CODE FORMS <br />PORTLAND CEMENT PLASTER <br />(1) •5 REBAR CONTINUOUS <br />METAL LATH ON FORTIFIBER <br />FOR INSULATION R-VALUES <br />OVER EXPANDED GALv'D <br />JUM$OTEX 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 />(U "5 REBAR VERTICALLY <br />SECURE GABLE TO 2x6 P.T. <br />W/ GONG. POURED CELL <br />(SEE DETAIL 2) <br />W/ GONG. 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.C. <br />PLATE W/ 12d's 8' O.G. MAX <br />6 16, O.C. <br />SECURE 2x6 PT. PLATE TO <br />i <br />8' CMU <br />SECURE 2x6 PT. PLATE TO <br />BLK W/ }'x-3' ANCHOR BOLT W/ <br />BLK W/ J'x9' ANCHOR BOLT <br />2' WASHER SET IN SIMPSON <br />_ <br />/2' GYP. WL. BD. <br />W/ 2' WASHER SET IN SIMPSON <br />IS/2GGYP. WL. BD. <br />HIGH STRENGTH EPDXY 1' <br />WOOD BASE <br />HIGH STRENGTH EPDXY 1' <br />WOOD BASE <br />EMBED. MIN. -a 32' OC MAX. <br />- <br />EMBED. MIN. 6 32' OC MAX. <br />I <br />5/g' THICK, 3 GOAT <br />S~ <br />%' THICK, 3 COAT -•- <br />--r— <br />PORTLAND CEMENT <br />- <br />i <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />w <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />i a ,r <br />DIRECTLY TO MASONRY <br />zQ L <br />1: (y <br />F1 ,r <br />NOTE: <br />1-STORY GABLE <br />1-STORY GABLE <br />PER FBCR S052.1 - FOR ROOF SLOPES 2:12 TO <br />W/ VAULT CLG. <br />LESS THAN 4:12, A (2) LAYER UNDERLAYMENT <br />BLOCK WALL, <br />SYSTEM IS REQUIRED. FOR ROOF SLOPES OF <br />1 <br />SCALE: 3/4'=I'-O' <br />BLOCK WALL <br />4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS <br />UB SCALE: 3/4'=I'-O' <br />PERMITTED BUT MUST BE PER ASTM D226 TYPE <br />11. ASTM D 46613 TYPE Iv. OR ASTM D 6151 <br />8' G•W <br />Y' DRYWALL <br />I-X4' OR I-X2- P.7. NAILER <br />lx4P.T. OR E'X4' MIN. SECURE <br />❑ <br />TA FRAME /EXTEND <br />INTO OCK INTO <br />BLTAPCONS <br />OR DRIVE PM <br />(MIN. SHANK 912E J45 <br />MRl HEAD 912E 900 <br />MIN EMBEDMENT I-Ya' <br />WITHIN 8' OF EACH END t B' <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 />WINDOW TO BLOCK +3/4 OR +5/4 <br />C1 <br />SCALE: 1'.I'-0' <br />2X4: CM <br />SECURE TO BLOCK W/ V <br />TAPC_CNS OR DRIVE PIN <br />(MIN. SHANK SIZE J49 <br />MR HEAD SIZE 300 <br />MR EMBEDMENT I Y') <br />WITHIN 8' OF EACH END t <br />IB' O.C. MAX $PACING. <br />2X6, CEM <br />SECURE TO BLOCK W/2. ' <br />T VE <br />OR DRIVE PIN <br />4" O <br />MIT 912E <br />IN. SWANK <br />a <br />MIT HEAD SIZE 300 <br />MIR EMBEDMENT IY-) <br />WITHIN 8' OF EACH END t <br />B' D.C. MAX SPACING. <br />8, GMII <br />2XB' ® <br />)9 DRYWALL <br />SEOJRE TO BLOCK W12Mir' <br />TAPCONS OR DRIVE PIN <br />I'X4. OR 1•12' P.T. NAILER <br />(MIN. SHANK SIZE .145 <br />X4 DOOR CASING <br />MIR HEAD 912E 300 <br />DOOR JMiB OR WINDOW <br />MIN. EMBEDMENT Y.') <br />ATTACH TO 2X PER <br />WITHIN 8' OF EACH END t <br />B' OL. MAX SPACING. <br />MANUFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUS JAB (DO NOT EXCEED Y') <br />DOOR JAMB TO BLOCK +1-1/2 <br />Uu) WINDOW " <br />W TO BLOCK +1-1/2" <br />SCALE: <br />2x4: CEO <br />SECURE TO BLOCK W/ >(' <br />TAF-CN$ OR DRIVE PIN <br />(MIN. SHANK SIZE .145 <br />MIN. HEAD SIZE 300 <br />MIR EMBEDMENT 1 Y.') <br />WITHIN 8' OF EACH END t <br />10' DO. MAX SPACING. <br />2X6: CEM <br />SECURE TO BLOCK W/2-4W <br />TAPOONS OR DRIVE PM <br />NOTE: STRUCTURAL 2X FAIST <br />BE ON OUTSIDE t SECURED <br />(MIN. SHANK SIZE J45 <br />THROUGH NON-STRUCTURAL <br />MIN. HEAD SIZE 300 <br />%' TAPCCN MIR <br />MIN. EMBEDMENT I Y.') <br />EMBEDMENT INTO BLOCK. <br />WITHIN 8' OF EACH END 4 <br />8' CMU <br />18. O.C. MAX SPACING. <br />DRYWALL <br />2x8. CEM <br />SECURE TO BLOCK W/2-%, <br />1'X4. OR I•X2' P.T. NAILER <br />TAPCONS OR DRIVE PIN <br />36' 058. X 4' MILL <br />(MIN. SHANK SIZE J45 <br />DOOR CASING <br />MRL HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MIN. EMBEDMENT 1)") <br />ATTACH TO 2X PER <br />WITHIN S' OF EACH END t <br />1, O.C. MAX SPACING. <br />MANUFACTURES DETAILS. <br />NOTE: $HIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') <br />DOOR JAMB TO BLOCK +1-15/16" <br />WINDOW TO BLOCK +1-15/16" <br />C$GALE: <br />2X4: CM <br />SECURE TO BLOCK W/ j(A' <br />OM TAPCON9 R DRIVE P <br />(MIN. SHANK SIZE .145 <br />MIN. HEAD S1ZE 300 <br />MIR EMBEDMENT I Y9 <br />WITHIN 8' OF EACH END t <br />IS' DO. MAX SPACWY <br />2X6: can <br />SECURE TO BLOCK W/"w <br />NOTE: STRUCTURAL 2X MUST <br />TAPCCNS OR DRIVE PIN <br />❑ <br />BE ON OUTSIDE 4 SECURED <br />(MIN. SHANK SIZE 145 <br />THROUGH NON-STRUCTURAL <br />MR HEAD SIZE 300 <br />V TAPCCN MIN. I-Y' <br />MR EMBEDMENT I Y') <br />EMBEDMENT INTO BLOCK <br />WITHIN 8' OF EACH END t <br />®. CMU <br />IB' OL. MAX SPA CMC <br />)s DRYWALL <br />2X8: ® <br />I'X4' OR 1'M' P.T. NAILER <br />SECURE To BLOCK WQ- <br />7AF'CON9 OR DRIVE PIN <br />I' P.T. X 4' MIN. <br />(MIN. SHANK SIZE J45 <br />DOOR CASING <br />MIR HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MR EMBEDMENT I )W' <br />ATTACH TO 2X PER <br />WITHIN 8� CF EACH END t <br />1'JANUFACTUREB DETAILS. <br />NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') <br />DOOR JAMB TO BLOCK +2 1/4" <br />%r�1 WINDOW TO BLOCK +2 1/4" <br />D SCALE: <br />2X4: <br />SECILIRE TO BLOCK W/ ' <br />TAf-40" R DRIVE PIN <br />O <br />(MIN. SHANK SI2E J45 <br />MIN. HEAD SIZE 300 <br />MIN. EMBEDMENT I Y') <br />WITFWN 8' OF EACH END t <br />15' OC. MAX SPACING. <br />2x6: CEO <br />SECURE TO BLOCK W/2-3w <br />TAPCONS OR DRIVE PM <br />NOTE: STRUCTURAL 2X MUST <br />(MIN. SHANK SIZE .145 <br />BE ON OUTSIDE t SECUIIZED <br />MIN. HEAD SIZE 300 <br />THROUGH NON-STRUCTURAL <br />MIN. EMBEDMENT 1)") <br />9(' TAPCON MIN. I-Y.' <br />WITHIN 8' OF EACH END t <br />EMBEDMENT INTO BLOCK <br />B' DO. MAX SPACING. <br />B' CMII <br />2XB: ® <br />Y' DRYWALL <br />SECURE TO BLOCK W/2-%' <br />TAPCONS OR DRIVE PM <br />I'X4. OR 1'k2' P.T. NAILER <br />(MIN. SHANK SIZE J45 <br />DOOR Oggp.IGM <br />MR HEAD SIZE 300 <br />Mal <br />O <br />DOOR )R WINDOW <br />MR EMBEDMENT I Y') <br />ATTACH TO 2X PER <br />WITHIN 8' OF EACH END t <br />B' CO. MAX SPACING. <br />MANUFACTURES 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: <br />2X4: <br />SECURE TO BLOCK W/ 9y' <br />O <br />TAPCONS R DRIVE PM <br />(MIN SWANK SIZE J45 <br />MIN. HEAD 812E 300 <br />MIT EMBEDMENT I YEN <br />WITHIN VEACH END t <br />b' D.C. MAX 9PACRYs. <br />NOTE: STRUCTURAL 2X MUBT <br />BE ON OUTSIDE t SECURED <br />TW <br />THROIYN NON-STRUCTURAL <br />2X6: ® <br />j(' TAPGON MIN. I-V <br />SECURE TO BLOCK W/2-)W <br />EMBEDMENT INTO BLOCK <br />TAPCONS OR DRIVE PIN <br />(MIN. SWANK SIZE .145 <br />❑ <br />8' CFII <br />MIT HEAD SIZE 300 <br />)i' DRYWALL <br />MIK EMBEDMENT I Y') <br />WITHIN 8' OF EACH END t <br />OR I'X2' P.T. NAILER <br />10' OL. MAX SPADING. <br />�I'X<4- <br />2ND 2X SECURE TO <br />2X8: ® <br />STRUCTURAL MEMBER W/(2)Rtl <br />SECURE TO BLOCK W/1-�/' <br />WITHIN 8- OF EACH END t 6' <br />TAFICQJS OR DRVE PIN <br />TO 8. OL. MAX <br />(MIN. SHAW SIZE J45 <br />DOOR CASING <br />MIN. HEAD SIZE 300 <br />DOOR JAMB OR WMDOU <br />MIN. EMBEDMENT 1 V) <br />ATTACH TO 2X PER <br />WITHIN B' CF EACH END t <br />MANUFACTURE. DETAILS, <br />NOTE: SHIM AS NEEDED TO PLUMB JAM (DO NOT EXCEED Y') <br />DOOR JAMB TO BLOCK +T <br />rp1 WINDOW TO BLOCK +T <br />1SCALE: 1'=1'-0' <br />2X4, CEO <br />SECURE TO BLOCK WAY <br />TAPOCNS OR DRIVE PM <br />(MIN. SHANK SIZE J45 <br />MIN. HEAD SIZE 300 <br />MIN. EMBEDMENT IY') <br />WITHIN S' OF EACH END t <br />18. O.C_ MAX SPACING. <br />2X6: ® <br />SEQIRE TO BLOCKWA-1/4' <br />NOTE: STRUCTURAL 2X MUST <br />TAPCONS OR DRIVE PIN <br />❑ <br />BE ON OUTSIDE t SECURED <br />MIN. SHANK SIZE J45 <br />THROUGH NON STRUCTURAL <br />MIN. HEAD SIZE 300 <br />%' TAPCON MIN. I-V <br />MIT EMBEDMENT I <br />EMBEDMENT INTO BLOCK <br />WITHIN 8' OF EACH END t <br />EN <br />IS' DO. MAX SPACING. <br />B• cm <br />2X8: CEM <br />)$' DRYWALL <br />SECURE TO BLOCK W I-1/4' <br />I'X4' OR I'M' P.i. NAILER <br />TAPCON9 OR DRIVE PIN <br />76' OSJ5. X 4' MIN. <br />(MIR SHANK SIZE J49 <br />MRL HEAD SIZE 300 <br />DOOR CA9RUG <br />MIN EMBEDMENT I Y.') <br />WITHIN 8' OF EACH END t <br />DOOR JAMB OR WINDOW <br />ATTACH TO 2X PER <br />IS- D.C. MAX SPACING. <br />MANFACTURES DETAILS. <br />NOTE: SHIM A9 NEEDED TO PLUMB JAMB (DO NOT EXCEED W) <br />DOOR JAMB TO BLOCK +3-7/16" <br />G WINDOW TO BLOCK <br />+3-7 16" <br />SCALE: I'.I'•0' <br />2X4: CM <br />SECURE TO BLOCK W&' <br />TAPCONS OR DRIVE PIN <br />(MIN SHANK SIZE J45 <br />MIN. HEAD SIZE 300 <br />MIR EMBEDMENT I Y.') <br />WITHIN 8' OF EACH END t <br />IS- OL. MAX SPACNG. <br />2X6: cm <br />SECURE TO 6LOCK WA-1/4' <br />TAPCON$ OR DRIVE PIN <br />NOTE: STRUCTURAL 2X MUST <br />(MIR SHMK SIZE J45 <br />BE ON OUTSIDE t SECURED <br />MIN. HEAD SIZE 300 <br />THROUGH NON-STRUCTURAL <br />MIR EMBEDMENT I Y4,) <br />Y.' TAF'CON MIN. 0V <br />WITHIN 8' OF EACH END t <br />EMBEDMENT INTO BLOCK <br />18' OC. MAX SPACING. <br />8, cm <br />2X8: ® <br />Y' DRYWALL <br />SECURE TO BLOCK Wn-I/4' <br />TAPCONS OR DRIVE PIN <br />1'X4' OR 1'X2' P.T. NAILER <br />(MIN. SHANK SIZE .145 <br />1' P.T. X 4' MIR <br />MIR HEAD SIZE 300 <br />DOOR CASING <br />MREMBEDMENT I I) <br />WITHIN S' Or EACH END t <br />DOOR JAMB OR WINDOW <br />10' CO. MAX SPACING. <br />ATTACH TO 2X PER <br />MANUFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAM (DO NOT EXCEED Y') <br />DOOR JAMB TO BLOCK +3 3/4" <br />u1 WINDOW TO BLOCK +3 3/4" <br />SCALE: I'.1'-0' <br />a p Y 1 T a P T a <br />qtusp-..2.. <br />Gr <br />L441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA A: 0003325 <br />w <br />y <br />i <br />0 <br />0 <br />F <br />4 <br />3 <br />" w <br />BU=XV. a. LOT <br />SILVERADO <br />LOT 14 <br />BLK 1 <br />PIROJECT# <br />04128.000-14001 <br />MODEie <br />4EHB <br />"2605- HAYDEN" <br />GARAGE B7/W0: <br />RIGHT <br />PAGE: <br />MONOLITHIC <br />1-STORY <br />WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B <br />ARC..FiITECT: <br />STATE OF FiORIDA <br />07 <br />D � 11/03/16 <br />8CALE: 1 /4"=1'- 0" <br />B*EMET <br />D 3 <br />