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40" MAX. —
<br />35 25�Gx.
<br />3211 —
<br />9++Door
<br />1920
<br />(3 Locations Typ.) A/ 1 1 1;
<br />1
<br />13 I
<br />B/12 -- --
<br />33"
<br />83 1 /2" 1
<br />Door t:
<br />Max
<br />86" , 9
<br />i1A n v
<br />10
<br />T2 Welded Corners
<br />(see sheet 15) v + 19 + 20
<br />(3 Locations Typ.)
<br />11
<br />Caulk Frame
<br />Perimeter
<br />B/12
<br />3D1 + 32 + 33 + 34
<br />8
<br />33"
<br />41.813"
<br />9" 1
<br />t A/11
<br />11
<br />3/8" Undercut Caulk Under Threshold
<br />Outswing Door
<br />(Exterior View)
<br />81
<br />M
<br />General Notes for 3070 Series Flush & Embossed
<br />Imoellial Doors:
<br />1. Single 3070 Series Imperial Outswing Commercial Steel Door
<br />w/series "SF' frame jamb and head, shown on this Product
<br />Approval Document (P.A.D.) has been verified for compliance in
<br />- 40" MAX. accordance with the 2004 edition of the Florida Building Code,
<br />10 Door may be installed at High Velocity Hurricane Zones.
<br />T2 Welded Corners Design wind loads shall be determined as per section 1620 of the
<br />35 25/32 above mentioned code. In order to verify that anchors on this
<br />Door MMax. (see sheet 15) P.A.D., as tested, were not overstressed, a 33% increase in
<br />12 allowable stress for wind loads was NM used in their analysis. A
<br />21".
<br />CD=1.60 duration factor was used for wood fasteners verification,
<br />01 This Door's adequacy for impact and cyclic resistance has been
<br />k Frame verified in accordance with section 1609.1.4 of the above
<br />mentioned code as per TAS-201, TAS-202, TAS-203 protocols, as
<br />Perimeter per HTL. lab report #0345-0203-04 and as per submitted
<br />117111 �e 9 structural calculations, performed as per section 1612 of the
<br />13 Florida Building Code.
<br />B/12
<br />33"
<br />83 1 /2" 36
<br />Door
<br />5" Max
<br />ax 9
<br />33"
<br />2. Design Pressure Rating: +70 psf, -70 psf
<br />B/ 1 2 This Door IS NOT Approved for Water Inflitration
<br />3rJi + 32 + 33 + 34 3. Minimum Frame Depth: 5 3/4"
<br />41.813"
<br />16 8
<br />3/8" Undercut 11
<br />Caulk Under Threshold
<br />Outswing Door
<br />(Exterior View)
<br />MATERIAL SPECIFICATIONS:
<br />tL E e o INe. Finish: Rust Inhibitive
<br />Primer, One Coat
<br />TILLIT TESTING a: ENGINEERING COMPANY
<br />6765 N.W. J6N. ]06, Ml6s64 Kaf161 33106
<br />WALTER A. TILLIT Jr., P. E. eia" : �lds ei1_,ss6 . ,.w : ma n1-Cal,
<br />MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE Wn010A T�wLlr •, �• E.
<br />FLORIDA Uc. 44187
<br />G
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<br />4. See Sheet 7, 8 & 16 for Component Nomenclature
<br />5. See Sheet 13 for Anchor Details and Location
<br />6. All Dimensions are in inches
<br />7. This Door DOES NOT require a Hurricane Protection Device
<br />S. (a) This P.A.D. prepared by this engineer is generic and does
<br />not provide information for a site specific project; i.e. where the
<br />site conditions deviate from the P.A.D.
<br />(b) Contractor to be responsible for the selection, purchase and
<br />installation including life safety of this product, based on this
<br />P.A.D., provided he/she does not deviate from the conditions
<br />detailed on this document. Construction safety at site is the
<br />contractor's responsibility.
<br />(c) This P.A.D. will be considered invalid If altered by any means.
<br />(d) Original P.A.D. shall bear the date and original seal and
<br />signature of the professional engineer of record that prepared it.
<br />9. Door's manufa Curer label shall be placed on the exposed
<br />surface of ® or 10
<br />One label shall be placed for every opening. Label shall read as
<br />follows:
<br />CECO Dl]OR PRODUCTS
<br />9159 Telecom Drive
<br />Milan, Tennessee FROKICT NEVINS
<br />Miami -Dade County Product Control Approved, n i1Nhw9krW
<br />a° -0 A61.6
<br />Miami Ds
<br />DiviShvt
<br />3070 Series Elevation Drawing
<br />Flush & Embossed Imperial Doors
<br />CECO DOOR PRODUCTS
<br />Mltan, Tennessee 38358
<br />D11Caulk Perimeter, Typ. EXTERIOR
<br />D 1 (3_2)_�',33
<br />20
<br />:VI,IUN,: ULU KUUC4`J U/—L1
<br />12-1t.
<br />RAWN BY: DATE:
<br />S.M./M.C.V. 0 7 —26 —
<br />RAWING NUMBER:
<br />05-183
<br />Sheet 10 Of 16
<br />Li
<br />d e
<br />8
<br />23 1.750" D
<br />Detail A
<br />QZ�9
<br />(See Sheet 13 for Spacings)
<br />D
<br />D n
<br />o
<br />9 D
<br />(See Sheet 13 for Spacings)
<br />1/4 9t Shim Max, Typ.
<br />I
<br />i
<br />36
<br />4
<br />See Sheets 7, 8 & 16
<br />1.050"
<br />��'
<br />for Components Nomenclature
<br />Embossed Skins
<br />Optional
<br />MOKWT "van
<br />Detail,,,
<br />wIA dlrllialtiia
<br />tibu
<br />Owteioa
<br />MATERIAL SPECIFICATIONS:
<br />Horizontal Cross Section
<br />OLD-26-05
<br />REVISIONS: gEN RAL a12-19-05
<br />DRAW
<br />DATE:
<br />"�-
<br />1 L
<br />E C O INC.
<br />3070 Imperial Door
<br />S.M./M.C.V.
<br />07-26-0
<br />DRAWING NUMBER:
<br />A. TILLIT Jr., P. E.
<br />TILLIT TESTING k ENGINEERING COMPANY
<br />6356 N.a. �. v 9.. JOs MRN„ DNA 1 OMA M 1
<br />M: (30SWI-IM . r..: (�Wr,-1u1WALTER
<br />CECO C ❑ DOOR PRODUCTS
<br />05-183
<br />MIAMI-DADE COUNTY
<br />P.E. SEAL/SIGNATURE/DATE
<br />®-000e719
<br />"FF®RD'A u � J441B7E
<br />raMitan Tennessee 38358
<br />Sheet 12 Of 16
<br />Existing
<br />Structur
<br />1 /4" Shim Max, Typ.
<br />Caulk Perimeter, Typ.
<br />(Exterior & Interior)
<br />/-Concrete Slab
<br />Req'd, TYP'
<br />T'
<br />(See Sheet 13 for Spacings)
<br />Section A —A
<br />Optional
<br />See Sheets 7, 8 & 16
<br />for Components Nomenclature
<br />MATERIAL SPECIFICATIONS:
<br />Ve rt i c a l Cross Section
<br />M
<br />3070 Imperial. Door
<br />�-Ti
<br />WALTER A. TILLIT Jr., P. E.
<br />TILLIT TESTING & ENGINEERING COMPANY
<br />W"`"'""' �''ft"M'"" '�"°"�'°°
<br />X' : (3W1-,6V • 1" to s ,-1a11
<br />CECO DOOR PRODUCTS
<br />MIAMI-DADE COUNTY
<br />P.E. SEAL/SIGNATURE/DATE
<br />WALTER A. n�LaueT7�., P. E.
<br />FLORIDA Lie. 441e7
<br />...a.
<br />Milan Tennessee 38358
<br />40" MAX.-
<br />1/4" Shim Rough Opening
<br />Max F/5A
<br />Poured Concrete
<br />or Concrete Block d ` +
<br />Wall W/Grouted d
<br />Cells Required
<br />d 1
<br />j■I' 6,500
<br />Z__ Anchor
<br />9,750
<br />16.
<br />00
<br />III •
<br />Rough Opening
<br />i + 6
<br />6'
<br />I I
<br />I�
<br />.III
<br />P20lUCT "VtsED
<br />as a lylq wo the 1 kww
<br />Coo -,D Og•02
<br />Dade Yif C41e
<br />DIVISWO
<br />JS: OLD RD 849 07-26-0
<br />BY: DATE:
<br />.C.V. 07-26-0
<br />IG NUMBER:
<br />05-183
<br />Sheet 11 Of 16
<br />. ''I ♦.. .:.. . . 4 .' . .
<br />10 1 10 �
<br />3,37 1 8 Concrete ISee Sheets 7, 8 & 16 air' -o o •o
<br />for Com onents Nomenclature Ace" Na
<br />C Slab Required P E1,piraNs•
<br />ANCHORS AT CONCRETE BLOCK WALL B, I51AA4
<br />•L10
<br />3-0 x 7-0 DOOR SIZE MiaaiDade
<br />1 /4" Shim 9 Exterior CInterior 3.75 1 D'Alws
<br />3/8"Sri F.H. Power Bolt
<br />4"Min. W/2" Min. Embedment
<br />And 4" Min. Edge Distance
<br />4" In.
<br />Existing Opening
<br />Poured Concrete Anchor Required.
<br />or Concrete Block 11 Interior
<br />Wall W/Grouted
<br />Cells Require SECTION A —A
<br />2 ANCHOR BOLT AT MASONRY WALL
<br />/771LIECO INC.
<br />T FLIT TESTING t ENGINEERING COMI
<br />6J N.t -MM, SC. sl•. 700 MOM GRIMM MN
<br />WALTER A. TILLIT Jr., P. E. "-"" (306)471-iW . I" : (los)e)1-w1
<br />Ee-000e7la
<br />MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE WALTER A. T1LuT Jr., P. E.
<br />FLORA Ue. 111 44167
<br />I Exterior
<br />.500 -
<br />�37�5 Undercut
<br />Concrete 8 t x 1 1 F.H.
<br />Slab Required Topcon Anchor
<br />W/1 1/4 min.
<br />EC embedment
<br />® ANCHORS AT 0 THRESHOLD
<br />(NATIONAL GUARD 8135N)
<br />MATERIAL SPECIFICATIONS:REVISIONS: OLD RD084907-26-Ot
<br />NERAL 12-19-0
<br />Frame Anchor Installation DRAWN BY: DATE:
<br />Details, 3070 Imperial Doors S.M./M.C.V. 07-26-05
<br />DRAWING NUMBER:
<br />CCECO DOOR PRODUCTS 05-183
<br />Mitan Tennessee 38358 1 Sheet 13 Of 16
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<br />revisions:
<br />drawn: sc/dm/at
<br />checked: rd
<br />date: 3-21-08
<br />prof. no: P07-15B
<br />AO*06
<br />
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