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FIBERGLASS SHINGLES <br />OVER *30 FELT PAPER <br />INSTALLED PER FBCR <br />R9052.1 ON 1,' OSB. <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 2x(o SUB -BAND <br />PER ELEVATIONS <br />VENTED ALUM. SOFFIT <br />EMBED. STRAP VERIFY W/ <br />TRUSS PLAN <br />V THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />WOOD <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) 05 REBAR VERTICALLY <br />W/ CONC. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />a 16' O.G. <br />8' CMU <br />1/2' GYP. WL. BD <br />WOOD BASE <br />T <br />1—STORY <br />BLOCK WALL <br />SCALE: 3/4' = I' -0' <br />1/16- OS.B. OR }' CDX <br />TYVEK BUILDING WRAP <br />FORTIF15ER BLDG PAP <br />GALV'D MTL. LATH <br />1/&' TEXTURED <br />FINISH a WOOD <br />Ya' TO V MID WALL <br />WEEP SCREED <br />Z_ 0- <br />4 <br />8' GMU <br />5/6' TEXTURED <br />FINISH a MASONRY <br />WEEP SCREED <br />DETAIL C WOOD TO <br />2 LJVUI-N, V1NIN. <br />SCALE: 1 1/2'= I'-O' <br />FIBERGLASS SHINGLES OVER <br />030 FELT PAPER INSTALLED <br />PER FBCR R905.2.1 ON I,' <br />O.S.B. SHEATHING OR }' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />P.T. lx2 W/ MTL. DRIP EDGE <br />2x4 OR 2x6 SUB -SAND <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 />1/6' THICK, 3 COAT <br />PORTLAND CEMENT PLASTER <br />OVER EXPANDED GALV'D <br />METAL LATH ON FORTIF15ER <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/ 126's 8' O.C. MAX <br />2x4 BLOCKING BETWEEN <br />TRUSSES WHERE 'X' BR< <br />IS PRESENT <br />PRE-ENG GABLE TRUSS <br />2x4 NAILER <br />CONT. 2x4 RAT RUN SECURE <br />0" W/ (2) 12d's e EACH TRUSS <br />TYI=. TO BE INSTALLED a MID. <br />o. <br />- POINT OF TRUSS SPAN, OR <br />10'-0' O.C. MAX. <br />SECURE 2xro PT. PLATE TO <br />BLK W/ %'x9' ANCHOR BOLT W/ <br />2' WASHER SET IN SIMPSON <br />IF <br />HIGH STRENGTH EPDXY l' <br />EMBED. MIN. a 32' OC MAX. <br />5/B THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />u <br />DIRECTLY TO MASONRY <br />L °� <br />m0 <br />p <br />B' Cm <br />Y' DRYWALL <br />1'X4. OR I'X2P.T. NAILER <br />1,4 P.T. OR % X4' MIK SECURE <br />❑ <br />THRU FRAME 4 EXTEND 1-Y' <br />INTO BLOCK I. %' TAPCONS <br />OR DRIVE PM <br />MIN. SHANK 513E J45 <br />(MIMIN.HEAD <br />912E 300O <br />❑ <br />MRL EMIBEDMENT ICY' <br />WITHIN 8' OF EACH END 4 B' <br />O,.MAX SPACING <br />DOOR CASING <br />DOOR JAMB OR WINDOW <br />ATTACH TO 2X PER <br />MA14PACTURES DETAILS. <br />NOTE: SWIM AS NEEDED <br />TO PLUMB JAMB (DO NOT EXCEED &) <br />DOOR JAMB TO BLOCK +3/4 OR +5/4 <br />�n1 WINDOW TO BLOCK +3/4 OR +5/4 <br />1-L SCALE: 1'•I'-0' <br />2X4: CM <br />SECURE TO BLOCK W/ %' <br />TAPGONS OR DRIVE PIN <br />(MIK SHANK SIZE .145 <br />MIK HEAD SIZE 300 <br />MIK EMBEDMENT I V) <br />WITHIN 8' OF EACH END 4 <br />IBM O.C. MAX SPACNG. <br />2X6: CEO <br />SECURE TO BLOCK Wn-)6' <br />TAPCONS OR DRIVE PIN <br />(MIK SHANK SIZE J4S <br />❑ <br />MIK HEAD SIZE 300 <br />MIN. EMBEDMENT I Y.•) <br />WITHIN e' OF EACH END 4 <br />16' OC. MAX SPACING. <br />S' C 1U <br />IXB, ® <br />Y' DRYWALL <br />SECURE TO BLOCK W12-%' <br />TAPCONS OR DRIVE PIN <br />I'X4. OR I'X2' P.T. NAILER <br />(MIN.SHANK SIZE J45 <br />DOOR CASING <br />MIK HEAD SIZE .1E:0 <br />W!NDOIL <br />`ATTACH <br />MIK EMBEDMENT I Y') <br />TO 2X PER <br />W!'WIN 8- OF EACH END 4 <br />IB' OC. MAX SPACING. <br />MANUFACTURES DETAILS. <br />NCTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') <br />DOOR JAMB TO BLOCK +1-1 <br />Ur) /2" <br />WINDOW TO BLOCK +1-1/2" <br />SCALE: I'•I'-0' <br />1—STORY GABLE <br />�A BLOCK WALL <br />1 fi SCALE: 3/4'=1'-0' <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-vALUES <br />J' GYPSUM BOARD OR %' <br />HIGH STRENGTH CLG. <br />BOARD <br />GONG. FILLED LINTEL BLK L <br />(U 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 SILL <br />(U 05 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 />2X4, CM <br />SECURE TO BLOCK W1 W.' <br />TAPCONS OR DRIVE PM <br />(MIN. SHANK SIZE 145 <br />MIN. HEAD SIZE '" <br />MIN. EMBEDMENT I Y•) <br />WITHIN 8' OF EACH END 4 <br />16' O.C. MAX SPACING. <br />2X6: ® <br />SECURE TO BLOCK W-' <br />TAPCONS OR DRIVE PM <br />NOTE: STRUCTURAL 2X MUST <br />BE ON OUTSIDE 4 SECURED <br />(MIK SHANK SIZE 145 <br />THIROIYaH NCH-9TR1CTl1RAL <br />MIK HEAD 513E 300 <br />9b' TAPCGN MIN. ICY' <br />MIK EMBEDMENT I Y') <br />EMBEDMEEM RNTO BLOCK <br />WITHIN 6' OF EACH END 4 <br />E• cmIS' <br />OG. MAX 5PACW- <br />V DRTUTALL <br />2X8, ® <br />I'X4. OR I'k2' P.i. NAILER <br />SECURE TO BLOCK W/2-%' <br />iAFCONS OR DRIVE PM <br />7(4' 0935 X 4' MIN- <br />(MIN. SHANK SIZE J45 <br />DOOR CASING <br />MIK HEAD 512E 300 <br />DOOR JAMB OR WINDOW <br />MIN. EMBEDMENT IV) <br />ATTACH TO 2X PER <br />WITHIN 8' OF EACH END 4 <br />,a. O.C. MAX SPACIN,. <br />MANU=A -TURES 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/ <br />t' SCALE: 1' • 1'-0' <br />2X4: CM <br />SECURE TO BLOCK W/ 9(y <br />TAPOONS OR DRIVE PIN <br />(MIN. SHANK SIZE J45 <br />MIK HEAD SIZE -IM <br />MIN. EMBEDMENT I G') <br />WITHIN '-6 H END 1 <br />B' OL. MIAX SPACING. <br />2X6: <br />SECURE TO'. <br />O BLOCK W/2-�' <br />NOTE: STRUCTURAL 2X MUST <br />TAICONS OR DRIVE PIN <br />a <br />BE ON OUTSIDE 4 SECURED <br />(MIN. SWAN, SIZE J45 <br />THROUGH NON-STRUCTURAL <br />MIK HEAD SIZE 300 <br />%' TAPCOJ MIN. 1-)4' <br />MIK EMBEDMENT I Y') <br />EMBEDMENT INTO BLOCK <br />WITHIN 8' OF EACH END 4 <br />a• cm <br />IBM OC. MAX SPACING. <br />DRYWALL <br />2XS, ® <br />I' X4' OR I'X3' P.T. NAILER <br />SECURE TO BLOCK Wn-3(.' <br />TAPCONS OR DRIVE PIN <br />M P.T. X 4' MIN. <br />MIN. SHANK SIZE J45 <br />DOOR CASING <br />MIN. HEAD 513E Jl00 <br />DOOR JAMB OR WINDOW <br />MIK EFP..-E_ME .T I Y•) <br />WITHIN B' EACH Er <br />ATTACH TO 2X PER <br />IS' O.G. MAX SPACING- <br />MANUFACTURES DETAILS. <br />NOTE: SHIM AS HEEDED TO PLUMB JAMB (DO NOT EXCEED V) <br />DOOR JAMB TO BLOCK +2 1/4" <br />D WINDOW TO BLOCK +2 1 4' <br />SCALE: I'.I'_0• <br />FIBERGLASS SHINGLES — <br />OVER •30 FELT PAPER <br />INSTALLED PER FBCR <br />R9052.1 ON a' O.S.B. <br />SHEATHING OR I' COX <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 />j 0.5.15. SHEATHING OR j' <br />CDX PLYWOOD. ATTACHED <br />PER FASTENER SCHEDULE <br />ON SHEET D5 <br />7/6' THICK, 3 COAT <br />PORTLAND CEMENT PLASTER <br />OVER EXPANDED GALv'D <br />METAL LATH ON FORTIF15ER <br />JUMBOTEX 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 6' O.C. MAX <br />SECURE 2x6 PT. PLATE TO <br />BLK W/ J'x9' ANCHOR BOLT <br />W/ 2' WASHER SET IN SIMPSON <br />HIGH STRENGTH EPDXY 1' <br />EMBED. MIN, a 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 a EACH TRUSS <br />m. TO BE INSTALLED e MID. POINT OF <br />TYP. TRUSS SPAN, OR 10'-0' O.C. MAX. <br />o.H. SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />1' GYPSUM BOARD OR J' <br />HIGH STRENGTH CLG. <br />BOARD <br />2x4 NAILER <br />2x4 0 24' O.C. a INTERIOR <br />KNEE WALL <br />CONC. FILLED LINTEL BLK W/ <br />(1) i15 REBAR CONTINUOUS <br />DIRECTLY TO MASONRY \ o <br />mo a <br />1—STORY GABLE <br />W/ VAULT CLG. <br />UBLOCK WALL <br />SCALE: 3/4'-1'-0' <br />2X4: CEO <br />SECURE TO BLOCK W/ 4(' <br />TAPCCNS OR DRIVE PM <br />(MIN. SHANK SIZE 145 <br />MIN. HEAD SIZE -0W <br />MIN EMBEDMENT I Y.') <br />WITHIN e' OF EACH END 4 <br />18' OC. MAX SPACING. <br />2X6: CEO <br />SECURE TO BLOCK Wn-V <br />TAPC 146 OR DRIVE PIN <br />NOTE: STRUCTURAL 2X MUST <br />(MIN SWANK SIZE J45 <br />BE ON OUTSIDE 4 SECURED <br />MIN. HEAD SIZE 300 <br />THROUGH NON-STIIa1CTURAL <br />MIN. EMBEDMENT 14') <br />94' TAPCCH MW. I-Y' <br />WITHIN S' OF EACH END 4 <br />EMBEDMENT INTO BLOCK <br />IS' O.C. MAX SPACING. <br />B' dM1 <br />2X8: ® <br />Y' DRYWALL <br />SECURE TO BLOCK W12-%' <br />TAPCONS OR DRIVE PIN <br />I'x4' OR I'X2' P.T. NAILER <br />(MIK SHANK SIZE J45 <br />DOOR CASING <br />MW4 HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MIN. EMBEDMENT I Y') <br />ATTACH TO 2X PER <br />WITHIN 8' aF EACH END 4 <br />18' Or -MAX SPACING. <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 +T <br />JS SCALE: I'•I'-O' <br />2X4, cm <br />SECURE TO BLOCK W/ 1(H' <br />O <br />TAPCONS R DRIVE PIN <br />(MIN. SHANK SIZE 145 <br />MR HEAD SIZE 300 <br />MIK EMBEDMENT IY'1 <br />WITHIN 6' OF EACH END 4 <br />IS' OC. MAX SPACING. <br />NOTE, STRUCTURAL 7X MUST <br />BE ON OUTSIDE 4 SECURED <br />THROUGH NON-STRUCTURAL <br />2X6: ® <br />' TAPCCN MIN. 1-Y' <br />SECURE TO BLOCK W!2-ir' <br />EMBEDM INTO <br />EMBEDBLOCK <br />T OR DRIV£ PIN <br />SWANK <br />MIN.IN. BHMK 512E 148 <br />a' cm <br />MIN. HEAD SIZE 300 <br />Y' DRYWALL <br />MIN. EMBEDMENT I Y.') <br />WITHIN S' OF EACH END 4 <br />OR 1'112' P.T. NAILER <br />I8' OC. MAX SPACING. <br />2ND 2X SECURE TO <br />2X8: CEM <br />rl'.- <br />STRUCTURAL MEMBER WK2J12d <br />SECURE TO BLOCK W12-a4' <br />WITHIN 8' OF EACH END 4 6' <br />TAPGONS OR DRIVE PIN <br />TO 8' OC. MAX <br />(MIN. SHANK SIZE J45 <br />DOOR CASING <br />MIN. HEAD 913E 300 <br />POOR JAMB OR UNMDdU <br />MIN. EMBEDMENT I V) <br />ATTACH TO 2X PER <br />WITHIN 8v OF EACH. END 4 <br />MANFACNIRES DETAILS. <br />NOTE: SHIM A8 HEEDED TO PLUMB JAMB (DO NOT EXCEED V) <br />DOOR JAMB TO BLOCK +3" <br />F WINDOW TO BLOCK +3" <br />SCALE: I' • I'-0' <br />PRECAST LINTEL <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />PRECAST SILL <br />(U 05 REBAR VERTICALLY <br />W/ CONC. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />a 16' O.G. <br />8' CMU <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />NOTE: <br />PER FBCR 9052.1 - 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, (1) 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 />SECURE TO BLOCK WAs' <br />TAPCCNS OR DRIVE PIN <br />(MIN. SHANK 812E J45 <br />MIN- HEAD SIZE 300 <br />MIK EMBEDMENT I Y.') <br />WITHIN 8' OF EACH END 4 <br />IBM OC. MAX SPACING. <br />2X6: ® <br />SECURE TO BLOCK WI <br />NOTE: 5TRICTI R 2X MUST <br />TAPCONS OR DRIVE PIN <br />-IN <br />BE ON OUTSIDE 4 SECURED <br />(MIN. SHANK SIZE .145 <br />IN.SHA <br />THROUGH NON-STFMJCTURAL <br />N .N <br />�,' iAPGON MIN. ICY' <br />EHEADMBEDMENT <br />MIN. EMBEDMEME NT I Y.') <br />EMBEDMENT INTO BLOCK <br />WITHIN e' OF EACH END 4 <br />18' O.C. MAX SPACIW- <br />8' CI"IU <br />2X8, ® <br />Y' DRYWALL <br />SECURE TO BLOCK W/I-1/4' <br />1'X4' OR I'W' P.T. NAILER <br />TAPCONS OR DRIVE PIN <br />k' OSB. X 4' MIK <br />(MIN. SHANK SIZE J45 <br />MIN -HEAD SIZE 300 <br />DOOR CASING <br />MIK EMBEDMENT I YV <br />WITHIN 8' OF EACH END 4 <br />DOOR JAMB X WINDOW <br />ATTACH TO IX PER <br />Is, OC. MAX SPACING. <br />MANUFACTURESDETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED Y') <br />DOOR JAMB TO BLOCK +3-7/16" <br />G WINDOW TO BLOCK <br />+3-7/16" <br />SCALE: I'4'•0' <br />2X4: <br />SECURE TO BLOCK Wd4' <br />TAPCONS OR DRIVE PIN <br />(MIN. SHANK SIZE J45 <br />MIK HEAD SIZE - 0W <br />MIK EMBEDMENT 1 Y4') <br />WITHIN 8' OF EACH END 4 <br />B' OL. MAX SPACING. <br />2X6: <br />SECURE TO BLOCK W/1.1/4' <br />TAPCONS OR DRIVE PIN <br />NOTE: STRUCTURAL 2X MA18i <br />(MIN. SWANK SIZE .145 <br />I E ON OUTSIDE 4 SECURED <br />MIK HEAD SIZE 300 <br />THROUGH NON-STRUCTURAL <br />MIN. EMBEDMENT I Y.•) <br />%- TAPCON MIK I•Y' <br />WITHIN S' OF EACH END 4 <br />EMBEDMENT BRO BLOC K <br />18' OC. MAX SPACING. <br />a, allu <br />2X6: ®SECUR <br />Y' DRYWALL <br />TAPCAn TO BLOCK WPIN <br />OR DRIVE PIN <br />I'X4' OR DO' P.T. NAILER <br />(MIR SWANK <br />(MIN SHANK 917E 145 <br />I' P.t. X 4' MIN. <br />MIN HEAD SIZE 300 <br />DOOR CASING <br />MIN EMBEDMENT I Y') <br />WITHIN S' OF EAC44 END 4 <br />DOOR JAMB OR WINDOW <br />IBM O.C. MAX SPACING. <br />A ACH TO 2X <br />MANUFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') <br />DOOR JAMB TO BLOCK <br />+3 3/4" <br />WINDOW TO BLOCK +3 3/4" <br />SCALE: 1'•I'-0' <br />U <br />• A E Y I T C E T A <br />6 <br />Design <br />Grou 1n42. <br />11 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />w <br />y <br />w <br />w <br />2 <br />ti <br />0 <br />a <br />3 <br />L <br />RADO <br />#11 <br />#1 <br />P1OJECT* <br />04128.000-11001 <br />19=zu <br />"2605—HAYDEN" <br />GAP —WIC S'WMG: <br />LEFT <br />PAGE: <br />MONOLITHIC <br />1—STORY <br />WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B <br />ARCHfTECT: <br />STATE OF FLORIDA <br />Dwl 11/09/16 <br />SCAU& 1/4"—l' 0" <br />SKEET <br />D3 <br />