|
<br />STEELBALL ~ ~ ENOSTILES:
<br />
<br />BEA~NGROlLE~ ~ ~--u~~::~~~-~~uH-u-u_.J
<br />
<br />i\---------------?t II i\---------------?t II :r.:-.:-.:-.:-.:---
<br />II 1\1111 1111 11
<br />II 111111 1,1'11
<br />~_-_-_-_-_-_-_-!J:: ~-------------~ll!t-:.:-.:-.:---.:-
<br />. --------_>l,,---------I'~ -------
<br />
<br />, ;c.:::::::~" ,,;c.:::::::~iIi.::--::::.--:.f
<br />1.------11::11 ------ 11::11 -----
<br />II "11" CDP38 "1111
<br />:: nun Jill:: _==-_ Jill:: __n
<br />c____ - --"'~ ~c__ ---- -"'~tf"-----
<br />---------. .--------- -----
<br />. ,
<br />, ~.1.
<br />;:::::::~'''~:::::::;~11;;;==7-1
<br />',..------"II,r------"', ,r---
<br />:: d..:, IltI~i
<br />
<br />MOOEL': 3154, 3155
<br />o 3154: RAISED PANEL
<br />o 3155:FlUSHPANEL
<br />
<br />SECTION TYPE:
<br />TONGUE S GROO'v'E
<br />
<br />VINYl. TOP SEAl:
<br />DYES (OI'TlON)
<br />o NO
<br />
<br />~VEXPANOEOPOl,(.
<br />~ STYRENE INSUUTlOM:
<br />R=5,8, Us,18
<br />
<br />-
<br />, -
<br />, : /OPTIOPCAL JOINT SEAl:
<br />
<br />DYES
<br />o NO
<br />
<br />it~
<br />
<br />.. t1~: SKJPC kV.TERlAI.:
<br />:k 21 GA. PRE-PAINTEO EXTERIOR
<br />" 0 RAISED PA.'1EL
<br />.. 0 flUSH PANEL
<br />~"" 30 GA. PRE-PAINTED WHITE INTERIOR
<br />~.,..
<br />~ ,..
<br />
<br />CENTER HINGE: ____
<br />14 GA. <
<br />)!__--n--~ II ~u-u-~ 1:/:-- J
<br />_:::::::.lIk_:::::::_ t~---
<br />
<br />I . ~:-:-:-:-:-:_:ii~ r~:-:-:-:-:-:-:ii If~,;i
<br />TYP. II 1,1'11 11'111
<br />SECTION II 111111 II' 'II
<br />L ~_-_-_-_-_-_-_-!J: : ~_-_-_-_-_-_-_-!J: : !t__-
<br />. --------->l,,--------:t-f,-
<br />
<br />. ---------""--------:~:
<br />i\---------------?t I I i\---------------?t I I ~
<br />II 1:;:1: 1:::1:
<br />ii ______ Jlll" uuu 11:iW
<br />~~~------"',;k~:::::::~~~1
<br />
<br />I (--- BOTTOM BRACKET: I
<br />12 GA MINIMUM
<br />DOOR W1O~
<br />
<br />!ll ~ ./'" REINfORCING STRUTS:
<br />~ SEE TABlE #4
<br />o NONE
<br />o 2 1/4' STRUT
<br />o 3' STRUT
<br />
<br />~""
<br />~ --
<br />
<br />:, ____ AIRCRAFT CABlE:
<br />, ___ 1:1 SAFETY FACTOR
<br />
<br />" ~ aOT'ttJfII ASTRAGAI.:
<br />J L 0 3112' (STANDARD)
<br />o 7' (OPTIONAL)
<br />1.3/8'
<br />
<br />= Glopay :r
<br />BUILDING PRODUCTS ~RCH:
<br />COMPANY
<br />
<br />lXXT:
<br />
<br />r
<br />I
<br />I
<br />I
<br />
<br />MOOEL'"
<br />
<br />aTY:
<br />
<br />;- BACKUP Pt.ATES:
<br />19 GA. GALV,
<br />
<br />I
<br />ILJ
<br />
<br />/ R
<br />/ ~
<br />
<br />CFl38
<br />
<br />/
<br />
<br />R
<br />~
<br />
<br />R
<br />~
<br />
<br />R
<br />~
<br />
<br />fi
<br />I
<br />
<br />rYP,
<br />PANEL
<br />
<br />1;r' II 1.117' WlNCOW UTE
<br />SEE TABLE "3
<br />
<br />I~"II
<br />
<br />WINOOW FRAME CONSIST OF
<br />AN EXTERIOR FRAME AND AN
<br />INTERIOR RETAINER. MADE OF
<br />CELLUlAR PVC EXTRUSIONS
<br />
<br />TOP BRACKET:
<br />12GA.
<br />
<br />~~-
<br />'"
<br />
<br />."
<br />..;,.
<br />
<br />____ ROlLER HINGE:
<br />Il'l /V~ 14GAMIN.
<br />
<br />I'"
<br />
<br />~
<br />
<br />l-
<br />X
<br />~
<br />W
<br />X
<br />8
<br />o
<br />
<br />MODEL #5 3154, 3155
<br />
<br />TABLE #1
<br />SECTION CHART
<br />
<br />TABLE #2
<br />PANEL CHART
<br />
<br />TABLE #3
<br />LITE AVAILABILITY CHART
<br />
<br />DOOR HEIGHT
<br />
<br />NUMBER
<br />OF seCTIONS
<br />4
<br />5
<br />8
<br />1
<br />8
<br />9
<br />10
<br />
<br />NUMBER
<br />OF PANELS
<br />
<br />3
<br />
<br />4
<br />
<br />5
<br />
<br />8
<br />
<br />1
<br />
<br />8
<br />
<br />14'0'.15'10'
<br />
<br />DOOR WIO~
<br />
<br />DOOR WIOni
<br />
<br />6'0' - roo
<br />7'6' - 8'9'
<br />9'0" -10'6"
<br />10'9' -12'3'
<br />\2'6" - 14'0'
<br />14'3' -15'9'
<br />16'0'
<br />
<br />6'0" .rO'
<br />8'0' - 9'10'
<br />10'0" -I 1'10'
<br />12'0" - 13'10"
<br />14'0' .1510"
<br />16'0" - 18'2'
<br />
<br />8'0' -9'10"
<br />
<br />10'0' - 11'10"
<br />
<br />12'0"-\3'10"
<br />
<br />16'0".18'2'
<br />
<br />NOTE: DOOR HEIGHTS AVAIlABLE
<br />IN 3" INCREMENTS (NOT
<br />AVAIlABLE IN r3" HEIGHT)
<br />
<br />__ LOCK:
<br />f" "'-
<br />r.: ~ 0 INSIDE SlOE
<br />o KEYED CYliNDER LOCK
<br />
<br />o NONE
<br />
<br />11-
<br />
<br />EXTERIOR
<br />COlOR:
<br />o WHITE
<br />o BROWN
<br />o ALMOND
<br />o SANOTONE
<br />o HUNTER GREEN
<br />o GRAY
<br />
<br />GlAZING OPTlOMS:
<br />o SOliD. NO GU.ZlNG
<br />0118"058
<br />o 118" PLEXlGtASS
<br />
<br />SECTIONS TO GlAZE:
<br />
<br />DOOR WlDn+.
<br />
<br />, OF seCTIONS HIGH
<br />(SEE TABLE '1)
<br />
<br />, OF PANelS WDE
<br />(SEE TABLEn)
<br />
<br />DOOR HEIGHT;
<br />
<br />A MINIMUM OF 2X6 PINE GRADE LUMBER
<br />AROUND DOOR OPENING ATTACHED ~ITH (4)
<br />1/2H X 6H LAG BOLTS SPACED EQUALLY
<br />EACH SIDE AND 24" O,C, ACROSS TOP,
<br />
<br />DOOR W'IDTII
<br />
<br />PENING W'IDTII
<br />
<br />UFTlNG CABlES, PRE-FORMED GALVANIZED
<br />AIRCRAFT-TYPE CABLE SAFETY FACTOR 5,1
<br />MIN,
<br />
<br />""
<br />'""
<br />
<br />~
<br />III
<br />-
<br />
<br />./
<br />
<br />'"
<br />
<br />GARAGE DOOR DETAIL
<br />CD (SIM)
<br />
<br />SCALE 2X
<br />
<br />112' X 6' EXPANSION Ba.. TS
<br />- CORROSION RESISTANT (5)
<br />BOLTS SPACED EQUALLY AND
<br />24' D,C. ACROSS TOP
<br />
<br />-..,..,
<br />
<br />-- I "
<br />
<br />-F
<br />
<br />..
<br />U I
<br />(\J
<br />
<br />o
<br />~
<br />
<br />"
<br />
<br />..
<br />Q\
<br />OPENING HEftiHT
<br />
<br />>>~
<br />v
<br />
<br />..
<br />(\J
<br />r
<br />_L- t
<br />TYP, TRACK
<br />@) INST ALL A TION
<br />
<br />....
<br />
<br />I
<br />
<br />M
<br />
<br />@
<br />
<br />o
<br />o
<br />
<br />PANELS TO GlAZE:
<br />
<br />TORSION SPRING
<br />COUNTERBALANCE
<br />
<br />CABLE
<br />
<br />DRUM
<br />
<br />t-:-
<br />I
<br />LJ
<br />~
<br />W
<br />I
<br />LJ
<br />Z
<br />~
<br />Z
<br />W
<br />0....
<br />
<br />I'
<br />
<br />
<br />i\
<br />I
<br />I I
<br />
<br />L 2 3/4'
<br />END STYLE
<br />
<br />..
<br />
<br />TABLE #4
<br />REINFORCEMENT CHART
<br />
<br />DOOR HEKiHT
<br />UP 10 10'0"
<br />
<br />UP TO
<br />14'2"
<br />
<br />NONE
<br />
<br />NONE
<br />
<br />NONE
<br />
<br />DOOR ,,",Oni
<br />
<br />14'4"- 16'4"-
<br />16'2" I 8';r'
<br />
<br />3 ea. 2-114" 3 ea. 3'
<br />
<br />4 ea. 2-114' 4 ea. 3"
<br />
<br />10'3" 10 14'0'
<br />
<br />14'3' to 16'0'
<br />
<br />N/A NIA
<br />
<br />SHEET 'M-9'
<br />
<br />= Glopay
<br />BUILDlNG PRODUCTS
<br />COMPANY
<br />
<br />DATE:
<br />810 "
<br />PAGE
<br />
<br />at
<br />
<br />REV, .k.ly, 2002
<br />
<br />Q)
<br />
<br />/\
<br />./
<br />(., ,::1 :"J ~'~ " ,J --c
<br />, . '.' .'",) X
<br />/; u
<br />JTh
<br />
<br />@
<br />
<br />CD
<br />
<br />K
<br />
<br />L
<br />
<br />G)
<br />
<br />TYP, GARAGE DOOR AT T ACHMENT
<br />DET AIL
<br />
<br />[ 1 1/2'
<br />
<br />
<br />I I
<br />r ..
<br />I I
<br />
<br />~~
<br />d~"
<br />!A ><::: I
<br />~
<br />
<br />D
<br />@
<br />G
<br />
<br />C
<br />
<br />c
<br />
<br />8i1
<br />~'"
<br />
<br />@
<br />
<br />2 114'
<br />CENTER STYLE
<br />(MUNTINS)
<br />
<br />~ TYP, GARAGE DOOR JAMB
<br />
<br />GARAGE DOOR
<br />VELOCITY / FLOOD ZONES
<br />1) HYDROSTATIC PRESSURE EQUALIZERS MUST BE
<br />INST ALLED BY DOOR MANUFACTURER SUCH AS VENTS, ETC,
<br />2) GARAGE AREA HAS BEEN DESIGNED AS AN 'OPEN
<br />STRUCTURE' EXCEOT ROOF TRUSSES 2001 SBC / SECTION
<br />1606,
<br />3) MINIMUM HURRICANE ANCHORS SIMPSON TS12 \J 1(0) 16cl
<br />I 665# UPLIFT,
<br />
<br />@
<br />
<br />TYP, GARAGE DOOR VELOCITY / FLOOD
<br />ZONES
<br />
<br />(A)
<br />(B)
<br />
<br />(C)
<br />(D)
<br />(E)
<br />(F)
<br />(G)
<br />(H)
<br />(1)
<br />(J)
<br />(K)
<br />(l)
<br />(M)
<br />(N)
<br />
<br />TRACK BRACKETS
<br />VERTICAL TRACK 16 GA <'55 MIN)
<br />GAL V, STEEL
<br />TRACK BRACKET
<br />HEX HEAD LAG SCRE\J
<br />'w'HIZ LOCK NUT
<br />TRACK BOLT
<br />TRACK ROLLER
<br />#5 VERT, \JALL REINF, FILL CELLS SOLID
<br />112' X 8' PT #2 SYP JAMB
<br />2X8 PT 'w'OOD JAMB
<br />GARAGE DOOR
<br />TRACK BRACKET FASTEN PER MANU, SPEC,
<br />12' OR 15' RADIUS
<br />JAMB ANGLE (1) REQ'D PER VERTICAL TRACK
<br />
<br />I hereby certify tho. t I
<br />cOMplio.nce with section 1606
<br />for 0. 130 Mph wind speed zone
<br />
<br />MAXIMUM LITES
<br />PER SEC TION
<br />
<br />4
<br />
<br />1
<br />
<br />8
<br />
<br />15~ ASPHALT FELT
<br />UNDERLAYMENT
<br />
<br />METAL DRIP EDGE AT RAKE
<br />APPLIED OVER UNDERLAYMENT
<br />
<br />ROOF SHEATHING NAIL INTERIOR
<br />8d NAILS (RINGS HANK) 6' O,C.
<br />
<br />ho. ve reviewed
<br />of the
<br />( 3
<br />
<br />this plo.n
<br />Florido. Building
<br />sec gust )
<br />
<br />--
<br />--
<br />---
<br />---
<br />....-----
<br />
<br />--1-
<br />--
<br />
<br />----f---'- \
<br />
<br />ROOF SHEATHING NAIL @ EDGES
<br />ad NAILS (RINGSHANK) 4' D.C.
<br />
<br />USE ONLY ENOUGH NAILS TO HOLD
<br />UNDERLAYMENT IN PLACE UNTIL
<br />SHINGLES ARE LAID
<br />
<br />METAL DRIP
<br />APPLIED
<br />OVER SHEA THING
<br />
<br />---
<br />---
<br />---
<br />
<br />---
<br />---
<br />---
<br />.....----.....--
<br />
<br />--
<br />.....-----
<br />---
<br />---
<br />--------.....
<br />---
<br />--
<br />
<br />---
<br />---
<br />---
<br />--
<br />--
<br />--
<br />---
<br />~~--
<br />~
<br />
<br />ASPHALT CEMENT
<br />
<br />ROOF UNDERLAYMENT APPLICATION
<br />
<br />TYPICAL FOR GAF/LANDMARK SHINGLES ETC,
<br />
<br />1. ROOF COVERINGS SHALL BE APPLIED IN ACCORDANCE \oIITH
<br />THE APPLICABLE PROVISIONS 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\JS: (SEE ABOVE>
<br />FBC 1507,3,81
<br />
<br />3, FOR ROOF SLOPES 4:12 DR GREATER UNDERLAYMENT SHALL BE A
<br />MINIMUM OF ONE LAYER OF UNDERLAY ME NT FELT APPLIED AS FOLLo\olS:
<br />STARTING AT THE EAVE UNDERLAYMENT SHALL BE APPLIED SHINGLE
<br />FASHION PARALLEL TO THE EAVE, LAPPED 2' AND FASTENED
<br />SUFFICIENTLY 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\J SHEATHING AND EXTEND
<br />BACK ON THE ROOF A MINIMUM 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 />ROOFING APPLICATION
<br />
<br />1. ROOF COVERINGS SHALL BE APPLIED IN ACCORDANCE \JITH 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 212 UP TO 4:12
<br />DOUBLE UNDERLAYMENT APPLICATION IS REQUIRED,
<br />
<br />3, UNLESS OTHER\JISE NOTED, REQUIRED UNDERLAYMENT SHALL
<br />CONFORM \JITH ASTM D 226, TYPE 1, DR ASTM 4869, TYPE 1
<br />FBC 150733
<br />
<br />---
<br />---
<br />---
<br />---
<br />---
<br />---
<br />---
<br />---
<br />-...-...--
<br />
<br />4, SELF ADHERING BITUMEN SHEET SHALL COMPLY \JITH ASTM D225
<br />DR ASTM D3462,
<br />FBC 15073.4
<br />
<br />15~ ASPHALT FELT
<br />UNDERLAYMENT
<br />
<br />5, ASPHALT SHINGLES SHALL HAVE SELF SEAL STRIPS OR BE INTERLOCKING,
<br />AND COMPLY \JITH ASTM D225 OR ASTM D3462,
<br />FBC 1507.3.5
<br />
<br />""----
<br />
<br />METAL DRIP EDGE
<br />AT RAKE APPLIED
<br />OVER UNDERLAYMENT
<br />
<br />6, FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED, STAINLESS
<br />STEEL, ALUMINUM, OR COPPER ROOFING NAILS MINIMUM 12 GA (0,105 INCH
<br />SHANK \oIITH 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, \JHERE THE ROOF SHEATHING IS LESS THAN 3/4' THICK THE
<br />PENETRATE THROUGH THE SHEATHING,
<br />FBC 1507,3,6
<br />
<br />-..........-......................--
<br />"'-....--
<br />
<br />/'
<br />
<br />,/'
<br />,
<br />/
<br />-~./
<br />
<br />~-~-~~-~~~~--~~~~-
<br />
<br />NAILS SHALL
<br />
<br />-~-
<br />~--
<br />
<br />START THIRD COURSE WITH
<br />~~~-_, FULL STRIP MINUS FIRST
<br />7""" / TAB
<br />'~y(.J ______
<br />",-~
<br />~
<br />
<br />7, ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF \JITH NOT LESS FOUR
<br />FASTENERS PER STR1P DR T\.Io FASTENERS PER INDIVIDUAL SHINGLE, UNLESS
<br />oTHER\JISE NOTED ATTACHMENT OF ASPHALT SHINGLES SHALL CONFORM \JITH
<br />ASTM D3161 (MODIFIED TO 110 MPH) OR M-DC PA 107-95,
<br />FBC 15073,7
<br />
<br />---
<br />
<br />---...
<br />
<br />~ --. ~~-
<br />---
<br />
<br />~--
<br />
<br />---
<br />
<br />---
<br />
<br />...---
<br />
<br />f
<br />
<br />_ 9' STARTER STRIP OR
<br />COURSE OF INVERTED
<br />SHINGLES
<br />
<br />START SECOND COURSE
<br />WITH FULL STRIP MINUS
<br />1/2 TAB
<br />
<br />START FIRST COURSE \oIITH
<br />FULL STRIP
<br />
<br />o.nd found it
<br />Code) 2001
<br />
<br />to be in
<br />edition)
<br />
<br />DAVID CARR
<br />DOGWOOD LANE
<br />D.-W.SMITH, P.E.
<br />FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
<br />Custom Home Plan S1ervice
<br />9909 WALLASTON DRIVE-DADE CITY FLORIDA 33525
<br />PHONE: 352-521-0865 FAX' 352-521-0867 [-MAIL: z~phyr27@gt~, net
<br />
<br />RICK GOLLHARDT - DRAFTSMAN
<br />
<br />SPECIFICATIONS
<br />
<br />SHEET OF
<br />
<br />Do. vid \N, SMith) P,E,
<br />
<br />\;)~rOI
<br />
<br />10 OF 12
<br />
<br />DATE
<br />21 FEB 2005
<br />DESIGN/DRAWN CHECKED
<br />R, GOLLHARDT D.W.SMITH,P.E,
<br />
<br />SCALE
<br />
<br />PART NO,
<br />
<br />2005-17
<br />
<br />ENGINEER LICENCE U5360a
<br />
<br />CARR CONSTRUCTION, INC
<br />
|