|
<br />SECTION TYPE:
<br />TONGUE & GROOVE
<br />
<br />MOOj:L.: 3154. 3155
<br />o 3154: RAISED PANEL
<br />o 3155: FlUSH PANel
<br />
<br />VINYl.. TOP SEAl..:
<br />DYES (OPl1ON)
<br />01'10
<br />
<br />
<br />BACKUP PLATES:
<br />19 GA. GALV.
<br />
<br />END STILES:
<br />19 GA. GALVANIZED
<br />
<br />
<br />
<br />
<br />--------~~---------A*--------
<br />;r.-.----------ii II ;r-.-----.-.---ii II ;y:--::::
<br />II IIIIII II II II
<br />II 1111 I' 11" II
<br />:t-_-.-_-_-_-.-_-!,l : : :t-_-_-_-_-_-_-_-!,l : : :.t:::::_.
<br />---------~ ,,--------- . -------
<br />
<br />LJ
<br />
<br />
<br />ExPANDED POly.
<br />STYRENE INSUIJ.TION:
<br />R~.8, U~.18
<br />
<br />---------~ ~--------- . ------
<br />;r-----.--.----ii II ;r-.-...-.-.---ii II ~=====
<br />II \111'1 r.N1U 111111
<br />\I 1'111 ~ 11,,11
<br />:t-_-.-_-_-_-.-_-!,lll :t-.-...-_-_-_-_-!,ll I :t:.::::::::
<br />---------~,,--------- . -----
<br />
<br />ma
<br />
<br />OPTIONAL J(){NT StAl.:
<br />DYES
<br />01'10
<br />
<br />
<br />~:-:-:-:-:-:.:~1 r~:-:-:-:-:-:.:~ II F;===
<br />:: d till 11111
<br />
<br />SKIN MA TERlAl:
<br />27 GA. PRE.PAINTED EXTERIOR
<br />o AAlSED PANEL
<br />o FlUSH PANEL
<br />30 GA. PRE.PAINTED \\/I'lITE INTERJa\
<br />
<br />g
<br />
<br />I ' ,
<br />---------~~--------- ---
<br />;r-----.--.--.-ii II ;r-------------ii I I I'r:
<br />TYP. II IIII,1 Ill: II
<br />SECTION II II: : II I'I I II
<br />L :t-_-.-.-.-_-.-_-!,ll I :t-_..-_-_-.-_-_-!,ll I :.t:
<br />---------~,,--------- --
<br />. ,
<br />
<br />---------~ ~--------- . -
<br />;r.----.---.-.-ii II ;r--.-..-.-.---ii I I :"r
<br />II 1111!1 111111
<br />" "",, "II"
<br />I _.___. Jill" nun I'II'
<br />...-.--~ "c------.~~v
<br />l ---------TT
<br />
<br />~
<br />
<br />
<br />
<br />REJN~IN<J STRUTS:
<br />SEE TABLE #4
<br />
<br />o NONE
<br />
<br />o 211.' STRUT
<br />
<br />o 3' STRUT
<br />
<br />
<br />AIltCAAFT CA~
<br />7:1 SAFETY FACTOA
<br />
<br />
<br />:---- BonOM ASTAAGAl:
<br />
<br />o 7' (OPTIONAL)
<br />
<br />. 1.318"
<br />
<br />r1
<br />
<br />BOTTOM BRACKET:
<br />12 GA. MINIMUM
<br />
<br />I.
<br />
<br />TYP.
<br />PANEL
<br />
<br />DOOR WIOn1
<br />
<br />12" X 19 112" WINDOW UTE
<br />SEE TABLE /13
<br />
<br />Ih-" II
<br />
<br />WI'lDOW FRAME CONSIST a=
<br />AN EXTERIOR FRAME AND AN
<br />INTERIOR RETAINER, MADE OF
<br />CELLULAR PVC EXTRUSIONS
<br />
<br />= Clopay JUt.
<br />BUILDING PRODUCTS
<br />COMPANY
<br />
<br />CUST:
<br />
<br />MooEL #:
<br />
<br />QTY:
<br />
<br />MODEL #9 3154, 3155
<br />
<br />
<br />TABLE #1
<br />SECTION CHART
<br />
<br />TABLE #2
<br />PANEL CHART
<br />
<br />NUMBER
<br />O~ SECTIONS
<br />4
<br />5
<br />8
<br />7
<br />8
<br />9
<br />10
<br />
<br />DOOR W1Dn1
<br />
<br />6'0'.7'0'
<br />
<br />il'O' , 9'10'
<br />
<br />10'0'. I 1'10'
<br />
<br />12'0' .13'10'
<br />14'0'.15'10'
<br />16'0' -19'2'
<br />
<br />~LU HINGE:
<br />14 GA. MN.
<br />
<br />DOOR HEIGHT
<br />
<br />6'0' . 1'(1'
<br />
<br />ttl' . 8'9"
<br />
<br />9'0' . 10'6"
<br />
<br />10'9'.12'3'
<br />12'6".14'0'
<br />14'3'.15'9"
<br />16'0'
<br />
<br />
<br />LOCK:
<br />o INSIDE SLIOE
<br />o KEYED CYliNDER LOCK
<br />o NONE
<br />
<br />NOTE; OQ()J'I HEIGHTS AVAIlABlE
<br />IN 3' INCREMENTS (NOT
<br />AVAIlABLE IN n' HEIGHT)
<br />
<br />NUMBER
<br />OFP ANELS
<br />
<br />3
<br />
<br />4
<br />
<br />5
<br />8
<br />7
<br />8
<br />
<br />TABLE #4
<br />REINFORCEMENT CHART
<br />
<br />I,J
<br />
<br />EXTERIOR
<br />COLOR:
<br />o WHITE
<br />DsROWN
<br />o ALMOND
<br />o SANDTONE
<br />o HUNTER GREEN
<br />o GRAY
<br />
<br />10'3'1014'0'
<br />14'3"1016'0"
<br />
<br />DOOR HEIGHT
<br />UP to 10'0'
<br />
<br />G'-'ZING Ol'TIONS:
<br />o SOliD. NO GlAlING
<br />o 1/8' osa
<br />o 118" PlEXlGlASS
<br />
<br />SECTIONS TO Ov.zE:
<br />
<br />SHEET 'M-9'
<br />
<br />= Glopay
<br />BUILDING PRODUCTS
<br />COMPANY
<br />
<br /># OF SECTIONS HIGH
<br />(SEE TABlE #1)
<br />
<br /># OF PANELS WIOE
<br />(SEE TABlE #2)
<br />
<br />PANELS TO GlAZE;
<br />
<br />REV. '-'IV. 200Z
<br />
<br />DOOR WlDn1:
<br />
<br />AflCH:
<br />
<br />DOOR HEIGHT:
<br />
<br />CONT:
<br />
<br />A MINIMUM OF 2X6 PINE GRADE LUMBER
<br />AROUND DOOR OPENING ATTACHED wITH (4)
<br />1/2Q X 6Q LAG BOLTS SPACED EQUALLY
<br />EACH SIDE AND 24Q O,C, ACROSS TOP,
<br />
<br />I.. DOOR 'w'IDTII
<br /> PENING 'w'IDTII T
<br /> C
<br /> LIFTING CABLES, PRE-FORMED GALVANIZED
<br /> AIRCRAFT-TYPE CABLE SAFETY FACTOR 51
<br /> MIN. CA
<br /> "'" ... hn
<br /> 1'" "'.
<br />I r
<br />i
<br /> I
<br /> LJ
<br /> f--<
<br />: W
<br /> I
<br /> l'J
<br /> Z
<br /> f--<
<br /> Z
<br /> W
<br /> (L
<br />
<br />DAre
<br />Bill"
<br />PAGE 01
<br />- -
<br />
<br />o
<br />
<br />
<br />(0
<br />
<br />CD
<br />
<br />..
<br />
<br />(0
<br />
<br />DRSIDN SPRING
<br />DUNTERBALANCE
<br />
<br />BLE DRUM
<br />
<br />GARAGE DOOR DETAIL
<br />CD (SIM)
<br />
<br />SCALE 2X
<br />
<br />112' X 6' EXPANSION SOL TS
<br />CORROSION RESISTANT (5)
<br />BOLTS SPACED EOUALLY AND
<br />24' DC, ACROSS TOP
<br />
<br />~
<br />tn
<br />ru
<br />o
<br />.p
<br />
<br />
<br />M
<br />
<br />'"
<br />
<br />@
<br />
<br />~
<br />
<br />:~;PENING HE HT
<br />
<br />~ . ..
<br />(\J
<br />
<br />CD
<br />o
<br />
<br />TYP, TRACK
<br />@ INSTALLATION
<br />
<br />L
<br />
<br />G)
<br />
<br />TYP, GARAGE DOOR ATTACHMENT
<br />DETAIL
<br />
<br />l'
<br />
<br />1\
<br />
<br />I~ 1
<br />I
<br />
<br />1/2'
<br />
<br />
<br />I I
<br />
<br />L 2 3/4'
<br />END STYLE
<br />
<br />2 II.'
<br />CENTER STYLE
<br />(MUNTlNS)
<br />
<br />~ TYP, GARAGE DOOR JAMB
<br />
<br />GARAGE DOOR
<br />VELOCITY / FLOOD ZONES
<br />1) HYDROSTATIC PRESSURE EQUALIZERS MUST BE
<br />INSTALLED BY DOOR MANUFACTURER SUCH AS VENTS, ETC,
<br />2) GARAGE AREA HAS BEEN DESIGNED AS AN 'OPEN
<br />STRUCTURE' EXCEOT ROOF TRUSSES 2001 SBC 1 SECTION
<br />1606.
<br />3) MINIMUM HURRICANE ANCHORS SIMPSON TS12 'vJ /(10) 16d
<br />1 665# UPLIFT,
<br />
<br />@
<br />
<br />TYP, GARAGE DOOR VELOCITY / FLOOD
<br />ZONES
<br />
<br />(A) TRACK BRACKETS
<br />(B) VERTICAL TRACK 16 GA <'55 MIN)
<br />GAL V, STEEL
<br />(C) TRACK BRACKET
<br />(D) HEX HEAD LAG SCRE'vJ
<br />(D WHIZ LOCK NUT
<br />(F) TRACK BOLT
<br />(G) TRACK ROLLER
<br />(H) #5 VERT, WALL REINF, FILL CELLS SOLID
<br />(1) 1/2' X 8' PT #2 SYP JAMB
<br />(J) 2X8 PT 'vJOOD JAMB
<br />(K) GARAGE DOOR
<br />(l) TRACK BRACKE T F AS TEN PER MANU, SPEC.
<br />(M) 12' OR 15' RADIUS
<br />(N) JAMB ANGLE (1) REQ'D PER VERTICAL TRACK
<br />
<br />I hereby certify
<br />cOMplia-nce with
<br />for 0- 130 Mph
<br />
<br />UPTO
<br />I.'a"
<br />NONE
<br />
<br />NONE
<br />
<br />NONE
<br />
<br />DOOR W1DTH
<br />1.'.". 16"".
<br />Ie'll" 111'a"
<br />
<br />3 ea. 2-114' 3 ea. 3'
<br />
<br />4 ea. 2-114' . ea. 3'
<br />
<br />NtA NtA
<br />
<br />@
<br />
<br />
<br />tha-t I
<br />section 1606
<br />wind speed
<br />
<br />TABLE #3
<br />LITE AVAILABILITY CHART
<br />
<br />DOOR 'MOTH
<br />
<br />MAXIMUM UTES
<br />PER SEe TION
<br />
<br />4
<br />
<br />PRE-CAST
<br />
<br />LINTEL
<br />
<br />5
<br />
<br />DOOR LINTEL
<br />DESCRIPTION
<br />
<br />INFORMA TION
<br />UNIFORM SAFE LOAD
<br />PER LINEAR FOOT
<br />REBAR FILLED UNFILLED
<br />
<br />DOOR
<br />SIZE
<br />10-8'
<br />12'-0'
<br />12'-8'
<br />14'-0'
<br />16'-0'
<br />18'-0'
<br />20'-0'
<br />22'-0'
<br />
<br />LINTEL
<br />SIZE
<br />12' -0'
<br />14'-8'
<br />15'-4'
<br />17'-4'
<br />19'-4'
<br />21-4'
<br />22'-0'
<br />24'-0'
<br />
<br />8'O..WI(I"
<br />
<br />10'0' . 11'10'
<br />
<br />12'0'.13'10'
<br />
<br />14'0'.15'10'
<br />
<br />111'0' - 111'2'
<br />
<br />LINTEL INFORMATION
<br />
<br />UNIFORM SAFE LOAD
<br />PER LINEAR FOOT
<br />REBAR FILLED UNFILLED
<br />
<br />LINTEL INFORMATION
<br />UNIFORM SAFE LOAD
<br />PER LINEAR FOOT
<br />REBAR FILLED UNFILLED
<br />
<br />DOOR / wINDOw
<br />DESCRIPTION
<br />
<br />DOOR / wINDOw
<br />DE SCRIPTION
<br />
<br />6
<br />
<br />1
<br />
<br />LINTEL
<br />SIZE
<br />4'-0'
<br />4'-0'
<br />4'-6'
<br />5'-4'
<br />6'-6'
<br />7'-6'
<br />9'-4'
<br />11'-4'
<br />
<br />DOOR
<br />SIZE
<br />2'-6'
<br />2'-8'
<br />3'-0'
<br />4'-0'
<br />5'-0'
<br />6' -a'
<br />8'-0'
<br />10'-0'
<br />
<br />8
<br />
<br />6408lbs
<br />6408lbs
<br />4815lbs
<br />3744lbs
<br />3260lbs
<br />2887lbs
<br />1747lbs
<br />1483lbs
<br />
<br />1-#5
<br />1-#5
<br />1-#5
<br />1-#5
<br />1-#5
<br />1-#5
<br />1-#5
<br />1-#5
<br />
<br />1875lbs
<br />1875lbs
<br />1860lbs
<br />1575lbs
<br />1565lbs
<br />1550lbs
<br />1025lbs
<br />800lbs
<br />
<br />NOTE:
<br />
<br />LINTEL
<br />SIZE
<br />2'-lOv
<br />3'-6'
<br />4'-0'
<br />4'-6'
<br />5'-4'
<br />5'-10'
<br />6'-6'
<br />7'-6'
<br />9'-4'
<br />10-6'
<br />
<br />DOOR
<br />SIZE
<br />1'-6'
<br />2'-2'
<br />2'-8'
<br />3'-2'
<br />4'-0'
<br />4'-6'
<br />5'-2'
<br />6'-2'
<br />8'-0'
<br />9'-2'
<br />
<br />5314lbs
<br />5120lbs
<br />6408lbs
<br />4815lbs
<br />3744lbs
<br />3744lbs
<br />3260lbs
<br />2887lbs
<br />1747lbs
<br />1333lbs
<br />
<br />2025lbs
<br />1950lbs
<br />1875lbs
<br />1860lbs
<br />1575lbs
<br />1743lbs
<br />1565lbs
<br />1550lbs
<br />1025lbs
<br />922lbs
<br />
<br />1-#5
<br />1-#5
<br />1-#5
<br />1-#5
<br />1-#5
<br />1-#5
<br />1-#5
<br />1-#5
<br />1-#5
<br />1-#5
<br />
<br />1-#5
<br />1-#5
<br />1-#5
<br />1-#5
<br />2-#5
<br />2-#5
<br />2-#5
<br />2-#5
<br />
<br />750lbs
<br />563lbs
<br />510lbs
<br />387lbs
<br />289lbs
<br />293lbs
<br />279lbs
<br />226lbs
<br />
<br />1304lbs
<br />911lbs
<br />911tbs
<br />911lbs
<br />823lbs
<br />879lbs
<br />857lbs
<br />716lbs
<br />
<br />FDLLOwONG INFORMATION wAS SUPPLIED BY CAST CRETE,
<br />
<br />
<br />15# ASPHALT FELT
<br />UNDERLAYMENT
<br />
<br />METAL DRIP EDGE AT RAKE
<br />APPLIED OVER UNDERLAYMENT
<br />
<br />USE ONLY ENOUGH NAILS TO HOLD
<br />UNDERLAYMENT IN PLACE UNTIL
<br />SHINGLES ARE lAID
<br />
<br />ALL LINTELS SHALL BE INSTALLED PER MANUF,
<br />RECOMMENDA T IONS
<br />
<br />ROOF SHEATHING NAIL INTERIOR
<br />ad NAILS <RINGSHANK> 6' O,C,
<br />
<br />ROOF SHEATHING NAIL @ EDGES
<br />ad NAllS <RINGSHANK> 4' D,C,
<br />
<br />METAL DRIP
<br />APPLIED
<br />OVER SHEATHING
<br />
<br />---
<br />---
<br />~---------
<br />--
<br />--
<br />
<br />-----~--
<br />---
<br />---
<br />---
<br />
<br />ROOF UNDERLAYMENT APPLICATION
<br />
<br />TYPICAL FOR GAF/LANDMARK SHINGLES EiC.
<br />
<br />1. ROOF COVERINGS SHALL BE APPLIED IN ACCORDANCE \.lITH
<br />THE APPLICABLE PROVISlDNS OF SECTION 1507, 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\.lS: <SEE ABOVE>
<br />FBC 1507.3.8,1
<br />
<br />3, FOR ROOF SLOPES 4112 OR GREATER UNDERLAYMENT SHALL BE A
<br />MINIMUM OF ONE LAYER OF UNDERLAYMENT FELT APPLIED AS FOLLO\.lS:
<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 1507,3.82
<br />
<br />4. DRIP EDGE: 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 MINIMUM OF 2 INCHES, DRIP EDGE SHALL BE
<br />MECHANICALL Y FASTENED A MAX,IMUM OF 12' ON CENTER.
<br />FBC 150738,3
<br />
<br />ASPHALT CEMENT
<br />
<br />ROOFING APPLICATION
<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 />2. ASPHALT SHINGLES SHALL BE USED ONLY ON ROOF SLOPES OF
<br />2:12 DR GREATER. FOR ROOF SLOPES FROM 2:12 UP TO 4:12
<br />DOUBLE UNDERLAYMENT APPLICATION IS REQUIRED.
<br />
<br />3, UNLESS OTHER\.IISE NOTED, REQUIRED UNDERLAYMENT SHALL
<br />CONFORM \.lITH ASTM D 226, TYPE I, DR ASTM 4869, TYPE 1
<br />FBC 150733
<br />
<br />4, SELF ADHERING BITUMEN SHEET SHALL COMPLY \.lITH ASTM D225
<br />OR ASTM 03462,
<br />FBC 15073,4
<br />
<br />- .
<br />
<br />
<br />15# ASPHALT FELT
<br />UNDERLAYMENT
<br />
<br />5. ASPHALT SHINGLES SHALL HAVE SELF SEAL STRIPS OR BE INTERLOCKING,
<br />AND COMPLY \.11TH ASTM D225 DR ASTM D3462.
<br />FBC 150735
<br />
<br />6, FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED, STAINLESS
<br />STEEL, ALUMINUM, DR COPPER ROOFING NAILS MINIMUM 12 GA (0,105 INCH
<br />SHANK \.11TH 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 />7, ASP HAL T SHINGLES SHALL BE SECURED TO THE ROOF \.lITH NOT LESS FOUR
<br />FASTENERS PER STRIP DR T\.IO FASTENERS PER INDIVIDUAL SHINGLE, UNLESS
<br />OTHER\.I1SE NOTED ATTACHMENT or ASPHALT SHINGLES SHALL CONFORM \.11TH
<br />ASTM D3161 (MODIFIED TO 110 MPH) OR M-DC PA 107-95.
<br />FBe 150?,3,7
<br />
<br />METAL DRIP EDGE
<br />AT RAKE APPLIED
<br />OVER UNDERlAYMENT
<br />
<br />9' STARTER STRIP OR
<br />COURSE OF INVERTED
<br />SHINGLES
<br />
<br />START SECOND COURSE
<br />VITH FULL STRIP MINUS
<br />1/2 TAB
<br />
<br />START FIRST COURSE \.11TH
<br />FULL STRIP
<br />
<br />found it
<br />2001
<br />
<br />ho ve reviewed
<br />of the
<br />zone ( 3
<br />
<br />to be in
<br />edition)
<br />
<br />this pla-n O-nd
<br />Florida- Building Code)
<br />sec gust )
<br />
<br />~ ~)
<br />~ /11 I b1
<br />
<br />
<br />David
<br />
<br />SMith)
<br />
<br />W,
<br />
<br />P,E,
<br />
<br />ENGINEER LICENCE #53608
<br />
<br />DAVID CARR
<br />DOGWOOD LANE
<br />D.W.SMIrrI-I, P.E.
<br />FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
<br />C'ustam flame Pla'n Service
<br />9909 WALLASTON DRIVE-DADE CITY FLORIDA 33525
<br />PHONE: 352.521-0865 FAX: 352-521'0967 [-MAll' zE'phyr2ngte, net
<br />
<br />RICK GOLLHARDT - DRAFTSMAN
<br />
<br />SPECIFICATIONS
<br />
<br />SHEET OF
<br />
<br />9 OF 10
<br />
<br />DATE
<br />7 OCT 2004
<br />DESIGN/DRAWN CHECKED
<br />R. GOLLHARDT D,W,SMITH,P.E,
<br />
<br />SCALE
<br />
<br />PART NO,
<br />
<br />2004-34
<br />
|