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R103,6t,1 EXTERIOR PLASTER
<br />EXTERIOR USE OF PORTLAND CEMENT
<br />PLASTER SHALL COMPLY WITH APPLICATION
<br />REQUIREMENTS OF ASTM 61326 -138 AND C 1063 -91
<br />PRE FINISHED FASCIA
<br />OVER 2X SUB - FASCIA
<br />CERTAINTEED SOFFITT
<br />FL APPROVAL # 13389.1
<br />POURED LINTEL BLOCKS WITH (U #5 ROD
<br />TIED TO VERT RODS IN FILLED CELLS
<br />POURED LINTELS OVER ALL OPENINGS
<br />1/2„ DRYWALL OVER IX FURRING STRIPS
<br />AND RIGID INSULATION R -5
<br />S" CONCRETE BLOCK
<br />EXTERIOR WALLS
<br />ATTIC ACCESS
<br />ATTIC ACCE83 SPALL 8E PROVIDED TO ATTIC AREA-5
<br />EXCEEDING 30 50.FT. AND HAVING MINIMUM 30 INCHES OF
<br />VERTICAL HEIGHT. ROUGH FRAYED OPENINGS NOT TO BE
<br />L E55 THAT 22 "X30" iNCHE5. '11HEN MECHANICAL E =PMENT 15
<br />LOCATED IN THE ATTIC IT SHALL BE INSTALLED IN
<br />ACCORDANCE WITH 2004 FLORIDA eJuu DINrs SOOE }
<br />RESIDENTIAL- SECTION M1305.1.3,
<br />ALL TEMPORARY AND PERMANENT
<br />I
<br />GAF SHINGLES FL# 10124.1 BRACING INFORMATION FOR THE
<br />ENGINEERED ROOF TRUSSES
<br />GAF ROOF UNDERLAYMENT FL #10626,# WILL BE FURNISHED BY THE
<br />TRUSS COMPANY THAT
<br />1/2" CDX (32/24) OR OSB SHEATHING 4 PLY MIN. PRODUCE$ THE TRUSSES.
<br />4
<br />LOMANCO RIDGE VENT FL# 2841,1 NAILED WITH Sd COi li #ON0 AT 6 OG
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<br />ALUMI, DRIP ,4YE FL T #413,3 „ FR
<br />INSULATION -
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<br />GRADE ----- - - - - -- -
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<br />THE BOTTOM ON THE FOOTER 8" _ _ _ _ _ - _ _
<br />---------------------------------------------
<br />WILL BE A MIN OF 12" INTO 161, - - - - -- -CLEAN TREATED SOIL
<br />EXISTING THE GROUND
<br />I
<br />FOOTER NOTE
<br />S" x 16 "CONT, CONCRETE FOOTER WITH (2) 05 REBARS
<br />ON ROD CHAIRS SPACED NO MORE THAN 48" OC,
<br />FILLED CELLS WILL BE VERT, #5 RODS IN ALL CORNERS,
<br />AND BESIDE EACH OPENING, THE MAX, SPACING
<br />FOR ANY FILLED CELL WILL BE 6' -O "OC. ALL RODS MUST
<br />BE BENT AND TIED TOGETHER WITH A MIN LAP OF 25 ",
<br />MASONRY WAL.L.5
<br />#1 CONRETE MASONARY UNIT SHALL BE HOLLOW UNIT
<br />MASONARYIN ACCORDANCE WITH ASTM C -I10 AND SHALL
<br />HAVE MINIMUM F'M OF 1500 P.S.I.
<br />#2 MORTAR SHALL CONFORM TO A5TMC -210 AND SHALL BE
<br />EITHER TYPE M OR 5,
<br />ON ALL INTERIOR CEILINGS
<br />rTHERMA -TRU $GL SWING DOORS
<br />REB R IN FILLE FL APPROVAL 15040,2
<br />FOU DATON AN I 1� I I PGT SINGLE HUNG WINDOWS
<br />FL APPROVAL # 239,1 EXI8TIN1
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<br />P. E r_48T
<br />Cpl G ETE 1ILL i l
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<br />#3 REINFORCING STEEL SHALL BE GARAGE 40 MINIMUM AND
<br />IDENTIFIED IN ACCORANCE WITH I A3TMA- 615.LAP SPLICES
<br />WHERE REQUIRED SHALL BE A MINIMUM OF 25" FOR #5 REBAR
<br />30" FOR #6 REBAR AND 36" FOR #1 REBAR,
<br />04 GROUT FOR POURED CELLS AND LINTELS SHALL HAVE A
<br />MAXIMUM COURSE AGGREGATE SIZE OF 3/8„ PLACED AT S TO
<br />Ii INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPRESSIVE
<br />STRENGTH OF 3000 P.S,I. ( WHEN TESTED PER ASTM C -IOV3)
<br />#5 PROVIDE CLEAN OUT OPENINGS (12 50 INJ IN CELLS
<br />CONTAINING SPLICED REINFORCEMENT, WHEN THE GROUT
<br />POUR EXCEEDS 5 FEET IN HEIGHT,
<br />POUR AN 8 "x10" TIEBEAM AT THE TOP OF THE WALLS
<br />ON BOTH$ 51DE5 OF THE NEW BEDROOM, USE (2) 05 REF3AR$
<br />THAT WILL BE EMBEDDED INTO THE EXISTING HOUSE UJIifH
<br />A MIN EMBEDDMENT OF 4 ". USE SIMPSON SET HIGH STRENGTH
<br />ADHESIVE TO ATTACH THE REBARS TO THE HOU8E.
<br />TREATMENT:
<br />PRE - ENGINEERED ROOF TRUSSES
<br />24" CC, MAXIMUM SPACING
<br />TC LL 20.0 P S F
<br />TC DL 1,0 PSF
<br />BC DL 10.0 PSF
<br />BC LL 0.0 PSF
<br />TOT,LD, 31,0 PSF
<br />DUR, FAG, 1,1415
<br />DEFLECTION MEETS L / 360 LIVE
<br />AND L / 240 TOTAL LOAD
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<br />FOUNDATION AND SLAB- NOTE
<br />DATE: SCALE:
<br />141'= 11_�If I PAGE 4
<br />10 / 29 / 12 I
<br />DESIGN SERVICES INC.
<br />MO-31L^/ OFFICE 352 -20& -7,32?
<br />OFFICE FAX 352 -ESS -2342
<br />, S. HANLEY P O BOX 1325 SAN ANTONIO
<br />FLA, 335 „a
<br />EMAIL: nI j6�s+,= qma ?!.coe!
<br />- GAF STANDARD
<br />SHINGLE.- DETAIL
<br />NORMAL WIND LOAD
<br />5” EXPOSURE
<br />`lA LEY LINING MATERIAL
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<br />6" MIN.
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<br />FL# 10 124,1 2" CENTERLINE
<br />ALWAYS REFER TO THE MANUFACTURERS
<br />SPECIFICATIONS FURNISHED TO THE JOBSITE.
<br />41'x5„ ANGLE 26 GAUGE GALVANIZED METAL
<br />RUBBER VALLEY FLASHING OVER THE TOP OR
<br />12" WIDE 26 GAUGE GALVANIZED METAL
<br />ALL SHINGLES ARE TO BE NAILED WITH 11 OR 12 GAUGE
<br />GALVANIZEp NAILS WITH 3/S" pIAMETER HEApB, ALL NAILS
<br />MUST PENETRATE AT LEAST 3/4`` INTO THE WOOD SHEATHING,
<br />#1 THE BUILDING 81TE SHALL BE SCRAPED TO REMOVE
<br />ALL ORGANIC MATERIALS. ANY ADDITIONAL FILL PLACED ON THE
<br />BUILDING PAD AREA SHALL BE COMPACTED SUCH THAT IT CAN
<br />ADEQUATELY SUPPORT A 2000 P,S.F, FOUNDATION LOADING,
<br />THE SLAB SMALL BE PLACED OVER A 6MIL VAPOR BARRIER ON
<br />CLEAN ADEQUATELY COMPACTED AND TERMITE POISONED SOIL,
<br />THE CONCRETE UTILIZED IN THE FOUNDATION AND SLABS SHALL
<br />HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 P,5.1,
<br />#2 REINFORCING STEEL SHALL BE GRADE 40 MINIMIUM AND
<br />IDENTIFIED IN ACCORDANCE WITH ASTM A 615, LAP SPLICES, WHERE
<br />REQUIRED SHALL BE A MINIMUM OF 25" FOR #5 REBAR, 30" FOR #6
<br />REBAR AND 35" FOR #1 REBAR,
<br />C 501L CHEMICAL BARRIER METHOD)
<br />9) CONCRETE OVER POUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE
<br />1)
<br />A PERMANENT 51GN TO IDENTIFY THE TERMITE TREATMENT PROViDER A.110
<br />REMOVED BEFORE EXTER(CR SOIL TREATMENT
<br />NEED FOR RE- INSPECTION AND TREATMENT CONTRACT RENELLIAL &PALL BE PROVIDED.
<br />THE SIGN SHALL BE POSTED NEAR THE WATER NEATER OR ELECTRIC PANEL
<br />10)
<br />SOIL TREATMENT MUST BE APPLIED WINDER ALL EXTERIOR CONCRETE OR GRADE WITH I'-O"
<br />OF THE STRUG -TURES SIDEWALLS.
<br />2)
<br />CONDINSATE AND ROOF DOWN 6POUT5 SHALL DICHARGE AT LEAST I' -0" AWAY FROM
<br />I
<br />TIRE BUILDING S-10FUJALLS
<br />II)
<br />AN EXTERIOR VERTICAL CHEMICAL BARRIERS MUST BE INSTALLED AFTER
<br />CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION.
<br />3)
<br />IRRIGATION SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL
<br />ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER 15 APPLIED, SHALL BE
<br />NOT BE INSTALLED `):
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