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<br />PRE -F AB VJOOD TRUSSES @ 2411 o,C,
<br />
<br />(2) 2"X411 TOP PLATE
<br />
<br />
<br />R-19 BATT INSULA TION (MIN)
<br />
<br />25 YEAR WARRANTED FIBERGLASS SHINGLES ON 15# FELT PAPER
<br />ON 1/2" CDX PL YVJOOD OR oSB (TYP)
<br />
<br />SIMPSON H10 (905# UPLIFT)
<br />
<br />CoNTINIOUS ALUM DRIP EDGE
<br />
<br />1/4' ALUMINUM surFIT
<br />
<br />1/2' CDX PL YVJOOD OR OSB
<br />VINYL SIDING OR EQUAL
<br />
<br />1/28 GYPSUM VJALLBoARD
<br />
<br />
<br />2X8 PT PERIMETER BEAM ATTACHED ~
<br />TO POST VI I 5/8" THRU BOL TS
<br />
<br />.
<br />
<br />4X4 PT VJOOD POST VI I 12' ROUND X 54" DEEP ~ ·
<br />CONCRETE AROUND POST (TYP) /. '~\".< Y ~\V~\\AY Y ~\'\\\AY '"
<br />*~~ > :'; ~~~~~~~~~
<br />&~i! {'f~11<<~
<br />
<br />~'\%\\~~ '.i : '.' \~~~%~~~\\\/
<br />~~~~~~~\~/
<br />\~~~~\)\\\~~~\\'{~
<br />.~~\\\\\~;/\\-\ \~/,('
<br />
<br />
<br />1/2' GYPSUM V/ALLBoARD VI/FOIL FACED SYPRoFoAM BOARD
<br />
<br />2'X4" STUDS @ 168 O,C, Vl/2"X4' P,T, BOTTOM PLATE
<br />3/48 T8cG PL YVlODD GLUDED AND NAILED VI /8d SPIRIAL NAILS @ 4' O,C,
<br />ALONG EDGES 12' O,C, FIELD,
<br />
<br />2X8 PT FLOOR JOIST @ 16' O,C.
<br />ATTACHED v//LUS26 TO PERIMETER BEAM
<br />
<br />TYPICAL
<br />
<br />.WALL
<br />
<br />S E'CT'ION
<br />
<br />USE ONLY ENOUGH NAILS to HOLD
<br />UNDERLAYMENT IN PLACE UNTIL
<br />SHINGLES ARE LAID
<br />
<br />
<br />15# ASPHALT FELT
<br />UNDERLAYMENT
<br />
<br />ROOF SHEAtHING NAIL INTERIOR
<br />ad NAILS (RINGSHANK) 6' Q,C,
<br />
<br />ROOFING APPLICATION
<br />
<br />METAL DRIP EDGE AT RAKE
<br />APPLIED OVER UNDERLAYMENT
<br />
<br />1. ROOF COVERINGS SHALL BE APPLIED IN ACCORDANCE \.lITH THE
<br />APPLICABLE PROVISIONS OF SECTION 1507 FBC AND THE
<br />MANUFACTURERS INSTALLATION INSTRUCTIONS,
<br />
<br />ROOF SHEATHING NAIL @ EDGES
<br />8d NAILS <RINGSHANK) 4' D.C.
<br />
<br />METAL j)~IP
<br />APPLIED
<br />OVER SHEA THING
<br />
<br />2, ASPHALT SHINGLES SHALL BE USED ONLY ON ROOF SLOPES OF
<br />2112 OR GREATER. FOR ROOF SLOPES FROM 2112 UP TO 4112
<br />DOUBLE UNDERLAYMENT APPLICATION IS REQUIRED,
<br />
<br />3, UNLESS OTHER\.IISE NOTED. REQUIRED UNDERLAYMENT SHALL
<br />CONFORM \.lITH ASTM D 226, TYPE L OR ASTM 4869, TYPE 1
<br />FBC 1507.3.3
<br />
<br />---
<br />---
<br />---
<br />
<br />METAL D~IP EDGE
<br />AT RAKE APPLIED
<br />OVER UNDERLAYMENT
<br />
<br />4, SELF ADHERING BITUMEN SHEET SHALL COMPLY \.lITH ASTM 0225
<br />OR ASTM D3462,
<br />FBC 15073.4
<br />
<br />5, ASPHALT SHINGLES SHALL HAVE SELF SEAL STRIPS OR BE INTERLOCKING,
<br />AND COMPLY \.11TH ASTM D225 OR ASTM D3462,
<br />FBC 1507,35
<br />
<br />6, FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED. STAINLESS
<br />STEEL, ALUMINUM, OR COPPER ROOFING NAILS MINIMUM 12 GA (0105 INCH
<br />SHANK \.lITH A MINIMUM 3/8' DIAMETER HEAD, OF A LENGTH TO PENETRATE
<br />THROUGH THE ROOFING MATERIALS AND A MINIMUM OF 3/4' (19MM) INTO THE
<br />ROOF SHEATHING, \.IHERE THE ROOF SHEATHING IS LESS THAN 3/4' THICK THE NAILS SHALL
<br />PENETRATE THROUGH THE SHEATHING,
<br />FBC 1507,3,6
<br />
<br />ASPHALT CEMENT
<br />
<br />
<br />15# ASPHALT FELT
<br />UNDERLAYMENT
<br />
<br />---~.....-"",~
<br />--
<br />--
<br />.-...-.....-
<br />--
<br />
<br />ROOF UNDERLAYMENT APPLICATION
<br />
<br />TYPICAL rOR GAr/LANDMARK SHINGLES ETC.
<br />
<br />1. ROOF COVERINGS SHALL BE APPLIED IN ACCORDANCE \.lITH
<br />THE APPLICABLE PROVISIONS OF SECTION 150-', FBC. 2001
<br />
<br />2, FOR ROOF SLOPES 2:12 UP TO 4:12 UNDERLAYMENT SHALL BE
<br />A MINIMUM OF 2 LAYERS APPLIED AS FoLLo\.lSI (SEE ABOVE)
<br />FBe 1507,3,81
<br />
<br />3. FOR ROOF SLOPES 4112 O~ GREATER UNDERLAYMENT SHALL BE A
<br />MINIMUM OF ONE LAYER OF UNDERLAYMENT FELT APPLIED AS FoLLo\.lSI
<br />STARTING AT THE EAVE UNDERLAYMENT SHALL BE APPLIED SHINGLE
<br />FASHION PARALLEL TO THe: EAVE, LAPPED 2' AND FASTENED
<br />SUFFICIENTL Y TO STAY IN PLACE UNTIL SHINGLES ARE LAID.
<br />FBC 150-',3,8,2
<br />
<br />9' STARTER STRIP OR
<br />COURSe: OF INVERTED
<br />SHINGLES
<br />
<br />7, ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF \.11TH NOT LESS FOUR
<br />FASTENERS PER STRIP OR T\.Io FASTENERS PER INDIVIDUAL SHINGLE, UNLESS
<br />OTHER\.IISE NOTED ATTACHMENT OF ASPHALT SHINGLES SHALL CONFORM \.11TH
<br />ASTM D3161 (MODIFIED TO 110 MPH) OR M-DC PA 107-95,
<br />FBe 15073,7
<br />
<br />START FIRST COURSE \.lItH
<br />FULL STRIP
<br />
<br />4, DRIP EDGEI DRIP EDGE SHALL BE PROVIDED AT EAVES AND GABLES
<br />OF SHINGLE ROOFS AND OVERLAPPED A MINIMUM OF 2 INCHES
<br />EAVE DRIP EDGES SHALL EXTEND 1/4' BELo\.l SHEATHING AND EXTEND
<br />BACK ON THE ROOF A MIN1MUM OF 2 INCHES, DRIP EDGE SHALL BE
<br />MECHANICALL Y FASTENED A MAXIMUM OF 12' ON CENTER,
<br />FBC 1507,3,8,3
<br />
<br />I hereby
<br />cOMpliQnce
<br />
<br />certify thQt
<br />with section
<br />
<br />I hQ ve reviewed this
<br />1606 of the Florido.
<br />
<br />plo.n o.nd found it
<br />Building Code) 2001
<br />
<br />to be in
<br />edition)
<br />
<br />
<br />ROBERT I-IAI~1"VIG
<br />39038 9TH AVE
<br />ZEPHYRHILLS, FL 33542
<br />1f .). "\\' c~ .MI' I r1' 'lr-.I, P E....'
<br />Jt .,-' ~ I I' .' U J.. }[..L ., ..
<br />rLD~'.~ rSSIONAL ENGINEER ~ICENSE NUMBER 53608
<br />
<br />PRourrs ENGINEERING CONSULTANT
<br />9') Co C) NOR I V E - DAD E r~ 1 T Y I F LOR I D A 33525
<br />PHQi-Jt FAX: 352-52! -0867 [- HAIL: zephyr27@gte, net
<br />
<br />RICK GOllHARDT - DRAFTSMAN
<br />
<br />SHEET OF
<br />
<br />ENGINEER LICENCE #53608
<br />
<br />DETAilS
<br />SCALE DATE
<br />1 4"= 1 FT 18 NOV 2004
<br />DESIGN/DRAWN CHECKED
<br />R. GOLLHARDT D.W.SMITH,P.E,
<br />
<br />5 OF 7
<br />
<br />JOB NO,
<br />
<br />Do. via w, SMith) P,E,
<br />
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