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Existing Structure
<br />INT'ERII
<br />See Sheet 6 For
<br />Threshold Details
<br />See Sheet 5
<br />1/4" Shim Max, Typ.
<br />Caulk Perimeter, Typ,
<br />(Exterior & Interior)
<br />Existing Structure
<br />• Structural member @ at Head Must be Filled w/ concrete ONLY
<br />when jambs ore all filled w/ concrete w/o anchors. (For case
<br />corresponding to sections A -A & E-E on sheet 5)
<br />In this case, structural member at head must be designed to carry
<br />20lb/fL load imposed and must be reviewed by Building Official
<br />EXTERIOR
<br />See Sheet 7, 8 & 9 for
<br />Component Nomenclature
<br />For Spacing Concrete Slab Req'd.
<br />��anA—A Typ.
<br />MATERIAL SPECIFICATIONS:
<br />'I isillsessessuse
<br />11LIECOiNc.
<br />-\
<br />TILLIT TESTING & ENGINEERING COMPANY
<br />a.1a6 N.NPheni : (CGS%71—i7e baia7,fto�6� Y71aa
<br />WALTER A. TILLIT Jr., P. E. Ee-0006719
<br />MIAMI-DADE COUNTY P,E. SEAL/SIGNATURE/DATE WALTER A: TILLIT Jr., P. E,
<br />FLORIDA Up. P 44107
<br />See Sheet 5
<br />For Spacing
<br />1/4" Shim
<br />Max
<br />1/4" Shim Max, Typ.
<br />Caulk Perimeter, Typ.
<br />(Exterior & Interior)
<br />�— Concrete Slab Req'd
<br />222U2 B—B Typ-
<br />Vertical Cross Sections For 8070 &
<br />4070 Series Imperial Doors
<br />CEC❑ DOUR PRODUCTS
<br />Milan Tennessee 38358
<br />F
<br />Anchor
<br />a
<br />Q: F
<br />Q
<br />t d
<br />0
<br />—�C
<br />cl B 8
<br />D�
<br />3.375
<br />6,50_ 0 �-
<br />9,500
<br />16100 • °'
<br />FRO80CT REVISED
<br />ft !0�►>> with at Fierille
<br />Code
<br />Dws
<br />S.M./M.C.V. 1 07-26-05
<br />DRAWING NUMBER:
<br />05-183
<br />Sheet 3 Of 16
<br />'L r r r
<br />'a 10 70 10 10 IO 10 10
<br />3,375
<br />D Poured Concrete or Concrete
<br />Block Wall w/ Grouted cells req'd.
<br />a -a x 7-17 DOOR SIZE EXISTING STRUCTURE
<br />EXTERIOR
<br />Simultaneously
<br />Poured Simultaneously Poured Concrete or 1/4" Shim
<br />Poured Concrete Block Wall w/ Mny
<br />Concrete Req'd Concrete Req'd EXTERIOR Grouted cells req'd.
<br />3/8"W F.H: Power Bolt
<br />' 5.750 s her Anchor W/ 2" Min.
<br />• ' Embedment and 4" Min.
<br />'- Edge Distance. INTERIOR EXTERIOR
<br />Existing Opening Anchor Required.
<br />1 SEC"CIDN F•"f
<br />INTERIOR
<br />INTERIOR 5 3 4" EXTERIOR INTERIOR
<br />INTERIOR so= age8 3,750 EXTERIOR PRODUCT REVISED
<br />! FRAME JAM AST CTION POURED CONCRETE WALL � 500 c Be d
<br />rRAl1E JAIL AT POLMEE D CONCRETE WAM � AN MW BW Al MIMNRY W� 1 � l-IOU a iemlewith the Flee
<br />AccoplsmNe-O&f-OZ
<br />Expiratin
<br />By
<br />e Structural member at Head must be filled simultaneously w/ ` Mlesri
<br />concrete ONLY when jambs are all filled w/ concrete w/o anchors, Poured r Dh•M
<br />(For case corresponding to sections A -A do E-E) Concrete Req'd 8 {� x i F.H. Tapcon Anchor
<br />In this case, structural member at, head must be designed to carry W/ 1 1/4" min. embedment
<br />20lb/ft, load imposed and must be reviewed by Building Official See Sheets 7, 8 & 9 for
<br />�f;1lATI0MAL CHARD 8135N) Components Nomeclature
<br />MATERIAL SPECIFICATIONS: REVISIONS: OLD RD0849 07-26-05
<br />GENERAL12-19-05
<br />Frame Anchor Installation Details For DRAWN BY: DATE:
<br />IL E C O INc. 8070 Series Imperial Door S.M./M.C.V. 107-26-05
<br />TILLIT TESTING & ENGINEERING COMPANY DRAWING NUMBER:
<br />e3aa N.N. 3aa. >k., ab. 30S YMCaM MNIM 331M
<br />°10, :C3 �7t-05VMW` ,-1a31 CEC❑ DOUR PRODUCTS 05-18
<br />WALTER A. TILLIT Jr„ P. E.
<br />MIAMI-DADE COUNTY P.E: SEAL/SIGNATURE/DATE WALTER
<br />EBA— iLLIT Jr.. R E. C
<br />Milan Tennessee 38358 Sheet 5 Of 16
<br />I0a 44107
<br />e•;
<br />na
<br />.Q.
<br />•'a.
<br />Q
<br />a
<br />d,
<br />A
<br />�A
<br />l�
<br />c a..
<br />—1U See Sheet 5
<br />For Spacing
<br />9*
<br />Caulk Perimeter, Typ.
<br />EXTERIOR
<br />Typ- Detail A
<br />r-1,750
<br />Typ.
<br />INTERIOR
<br />* Jamb Q9 may also be
<br />attached by pouring
<br />concrete into it as per
<br />section A —A, on sheet 5.
<br />D D
<br />•p
<br />9
<br />See Sheet 5 8
<br />For Spacing
<br />1 /4" Shim Max, Typ
<br />Section F—F
<br />'E) f
<br />PRODUCT REVISED
<br />W+a the Filarkile
<br />�
<br />1, 05 0 ,�
<br />oZ
<br />Detail A
<br />ConIrol
<br />MATERIAL SPECIFICATIONS;
<br />REVISION : OLD RD0849 07-26-05
<br />Horizontal Cross Sections For 8070 &
<br />GEN AL -
<br />DRAWN BY:
<br />DATE:
<br />107-26-05
<br />—�
<br />t!
<br />1L
<br />E C O INc.
<br />4070 Series Imperial Doors
<br />p
<br />S.M./M.C.V.
<br />TILLIT TESTING & ENa1NIMRINO COMPANY
<br />DRAWING NUMBER;
<br />WALTER A. TILLIT Jr., P. E.
<br />"""'' ��°""-I= • r"" ` '"1°"
<br />CECE DOUR PREDUCTS
<br />05--183
<br />MIAMI-DADE COUNTY
<br />P.E. SEAL/SIGNATURE/DATE
<br />WALTER A.T� Jr., P. E.
<br />FLORIDA ue. # 441s7
<br />cm:Milan Tennessee 38358
<br />Sheet 4 Of 16
<br />52" Max.
<br />Max Shim—�{� E
<br />Max
<br />•4
<br />E
<br />Y
<br />to
<br />.a„
<br />D .1.
<br />D
<br />3 3 8 ANCHOR SPACING 3 31
<br />8"
<br />/" O 10"0
<br />Poured Concrete or Concrete
<br />Block Wall w/ Grouted cells req'd.
<br />FRAME AN(M AT POURED CONCRETE OR
<br />A'-Oe rt 7'-e" DOOR_=
<br />EXTERIOR
<br />Poured Concrete or 1/4" Shim
<br />Concrete Block Wall w/ Max
<br />Grouted cells req'd.
<br />3/8" 0 F,H. POWER BOLT
<br />rAnchor W/ 2" Min.
<br />,4" `• Embedment and 4" Min.
<br />Edge Distance,
<br />Existing Opening Anchor
<br />1
<br />INTERIOR
<br />EXISTING STRUCTURE
<br />*911 !, .
<br />�� ]:. �" a1�=ill.. tla .a'lL,:•
<br />MATERIAL SPECIFICATIONS:
<br />11—L T 0
<br />E7c
<br />TILLIT TESTING & ENGINEERING COMPANY
<br />e355 NA 3etl,. fl.. 306 WNW aimol4 ROM 33166
<br />WALTER A. TILLIT Jr., P. E. "°'" ` M o 067 a 1��"-'�
<br />MIAMi-DADE COUNTY P.E. SEAL/SIGNATURE/DATE WALTER
<br />LIC, 0 1416E E.
<br />INTERIOR 8 3,750 EXTERIOR
<br />M
<br />Poured
<br />Concrete Req'd 8 x 1 } F.H. Tapcon Anchor
<br />W/ 1 1/4" min, embedment
<br />SEM
<br />AMXM
<br />PRODUCT REVISM
<br />es telppbft with the Fkdit
<br />Bnidlhei Cede
<br />Acthpteaes N. S =o a S °
<br />alorerto>,
<br />By
<br />Miami
<br />Division
<br />See Sheets 7, 8 & 9 for
<br />Components Nomecloture
<br />REVISIONS: LDR00849 02?9-(
<br />NE -
<br />Frame Anchor Installation Details For DRAWN BY: DATE:
<br />4070 Series Imperial Door S.M./M.c.V, Q7-26--0
<br />DRAWING NUMBER:
<br />rM CECO DOUR PRODUCTS 05-183
<br />Mltan. Tennessee 38358 Sheet 5A 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 />A0e04
<br />
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