HomeMy WebLinkAbout107 Pine Isle Dr (2)Permit # Ql - o
Job Address: 107 06 . SIC
e-ce, A
Z-/b•c 3
CITY OF SANFORD PERMIT APPLICATION
Date: /2-01-03
Description of Work: Rt Au- pki y b"r DA i?L%r GAL' Prom" bmr.S
Historic District: Zoning: Value of Work: $ 910.7a
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service - # of AMPS Addition/AIteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial
Occupancy Type: Residential Commercial Industrial Total Square Footage:
Construction Type: # of Stories: of Dwelling Units: Flood Zouc: (FEMA form required for other than X)
Parcel #: "0— 04?10 (Attach Proof or Ownership & Legal Description)
Owners Name & Address: J0,%A W. Belac'mDeti:
10'7 Aitr- tt6L ire • \tnrd i /C• 3Z"3 Phone: 407- 3ZI- ZIE ILI Contractor
Name & Address: LI U r- L do, S X4-e- . State
License Number: r-Re. 1 L50419 q Phone & Fax:
S//7t lAfi-OgLD 'i dNirl.73SL Contact Person: a lXGa:tt Phone: S/077- &qf, 6P830 Bonding Company.
N/¢ Address: - Mortgage
Lender:
Address: ,,A/
Architect/
Engineer:
T Phone: Address: Fax:
Application is
hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior k) the issuance of
a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must
be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS,
etc. OWNER'S
AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and
zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In
cddi!ior. !c the requir_.. Ants cf this pa....;1, there rrcy be zddi:ional resrictions:pp!;:a!:le to :his prcperty thhat maybe found in the public records cf this county,
and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance ofperinit
is verification that 1 will notify the owner of the property of the requirements 90,9orida Lien Laws, FPS 713 wi.3
1-
21140aF i ture
of Owner/Agent Date Signature of Contractor/Agent Date a flit
1/J I CAy,Mr r -Zk12 2/ gPrint Owner/
Agent's Name Print Contractor/Agent's Name rida ate
S' nature of•Notary-State of I da"--'. =Dat I(, 51%w k1. JCr',,SCN 3' MYCON'
i'"t«CC921s;Og Q OO I1»t ,.tt aI
Owner/
Agent is Personal) Known to Me or cc _ Produced
ID u%L f y797/i- y4yo 0 o
C
c wN TION
APPROVED BY: Bldclll Z-^'"Lotting: r-9R
r- (Initial & Date) itions: oT
EXPIFES: !
J,-r--h 2,7 ' J Contractor/Agent
is aPers all KKny n'to Me Produced ID=
C Utilities: FD:
Initial & Datc) (
Initial & Date) (Initial & Date) L\ •OCR
From: Phyllis Nicholas 407-206-3292 To: Dan Decker Date: 11/30/2003 Time: 2:20:36 PM Page 1 of 1
T
Seminole Cottnty Property Appraiser Get Information by Parcel Nutnber Page I of 1
Total $910.73 Stock Merch Ci/Sanford Masonite - stl 407 328-2814 264
PARCEL DETAIL SM- 'c II11E IMl1 1 • ' iil "...7, 4 Back
LLLU I,
INE 15LEDft 3
1
AK
VIEW PL 2004
WORKING VALUE SUMMARY GENERAL
Value Method: Market Parcel
Id: 10-20-30-511-0000- Tax District: S1-SANFORD Number of Buildings: 1 0980
Depreciated
Bldg Value: $109,394 Owner:
BEAUMONT JOHN W Exemptions: HOMESTEAD Depreciated EXFT Value: $0 Address:
107 PINE ISLE DR Land Value (Market): $23,000 City,
State,ZipCode: SANFORD FL 32773 Land Value Ag: $0 Property
Address: 107 PINE ISLE DR SANFORD 32773 Just/Market Value: $132,394 Subdivision
Name: STERLING WOODS Assessed Value (SOH): $118,167 Dor:
01-SINGLE FAMILY Exempt Value: $25,000 Taxable
Value: $93,167 SALES
2003 VALUE SUMMARY Deed
Date Book Page Amount Vac/Imp 2003 Tax Bill Amount: $1,886 SPECIAL
WARRANTY DEED 04/2000 03836 0798 $122,700 Improved 2003 Taxable Value: $90,397 WARRANTY
DEED 10/1999 03745 0289 $315,000 Vacant DOES NOT INCLUDE NON -AD VALOREM Find
Comparable Sales within this Subdivision ASSESSMENTS LAND
LEGAL
DESCRIPTION PLAT Land
Assess Frontage
Depth Land
Unit Land Method
Units Price Value LOT 98 STERLING WOODS PB 54 PGS 93 THRU 95
LOT
0 0 1.000 23,000.00 $23,000 BUILDING
INFORMATION Bid
Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1
SINGLE FAMILY 2000 9 2,583 2,142 CB/STUCCO FINISH $109,394 $111,627 Appendage /
Sgft OPEN PORCH FINISHED / 21 Appendage /
Sgft GARAGE FINISHED / 420 Appendage /
Sgft UPPER STORY FINISHED / 1022 NOTE:
Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax
purposes. if
you recent!y purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://
www.scpafl.org/pls/web/re_web.seiiiinole_cotiiity title ?parcel=1020305110000098... 11/30/2003
Benurnvnf Residence
107 one Zs' le bL.
50A Pond I Cam. 32`7`73
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M I A M biWfl DADS COUNTY, FLORIDA
METRO -DARE FLAGLER BUILDING
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Premdor Entry Systems
911 E. Jeferson, P.O. Box 76
Pittsburgh ,KS 66762
WELDING CODE COMPLIANCE OFFICE
METRO -DARE H AGLER BUMI)ING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130-1563
305) 375-2901 FAX (305) 375-2908
CONTRACTOR LICENSING SECTION
305) 375-2527 FAX (305) 373 2558
CONTRACTOR ENFORCEMENT DIVISION
303) 373-2966 FAX (305) 375-2908
FRODUCr CONTROL DIVISION
305) 375-2902 FAX (305) 372b339
Your application for Notice of Acceptance (NOA) of:
Castlegate 6-8 S-W/E Outswing Glazed Double w/sidelites Residential Insulated Steel Door
under Chapter 8 of the Code of Nami-Dade County governing the use of Alternate Materials and Types of
Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade
County Building Code Compliance Office (BCCO) under the conditions specified herein.
This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this
product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the
use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is
determined by BCCO that this product or material fails to meet the requirements of the South Florida
Building Code.
The expense of such testing will be incurred by the manufacturer.
ACCEPTANCE NO.: 01-0314,13
EXPIRES: 04 0/ 2/2006 Raw xoonguez
Chief Product Control Division
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
BUILDING CODE & PRODUCT REVIEW COMMITTEE
This application for Product Approval has been reviewed by the BCCO and approved by the Building
Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set
forth above.
APPROVED: 06/05/2001
W04500011pc2000\kemp6te Vadce Kcepwm cover papAot
Francisco J. Quintana, R.A.
Director
Miami -Dade County
Building Code Compliance Office
Internet mail addren: postpuuter@buildingcodoonfine.com 19 Homepage: http://www.buHdiagcodeoulbmcom
Premdor Entry Systems ACCEPTANCE No.: 01-0314.13
APPROVED : JUN -0 5 2001
EXPIRES ARM 02, 2006
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1. SCOPE
1.1 This renews the Notice of Acceptance No. 00-0321.15 which was issued on April 28, 2000. It
approves a residential insulated door, as described in Section 2 of this Notice of Acceptance,
designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade
County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do
not exceed the Design Pressure Rating values indicated in the approved drawings.
2. PRODUCT DESCRIPTION
2.1 The Series Castlegate 6-8 S-W/E Ontswing Glazed Double Residential -Insulated Steel Door
with Sidelites, and its components shall be constructed in strict compliance with the following
documents: Drawing No 31-1028-CA-0, Sheets 1 through 6 of 6, titled "Premdor (Castlegate
Branch Double Door with Sidelites with 1/8" Glass -in a Wood Frames with a Bumper Threshold
Outswing)," prepared by manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the
Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and
approval date by the Miami -Dade County. Product Control Division. These documents shall
hereinafter be referred to as the approved drawings.
3. LIMITATIONS3.1 This approval applies to single unit applications of pair of doors and single door only, as shown in
approved drawings. Single door units shall include all components described in the active leaf of
this approval.
4. INSTALLATION
4.1 The residential insulated steel door and its components shall be installed in strict compliance with
the approved drawings.
4.2 Hurricane protection system (shutters): the installation of this unit will aguire a hurricane
protection system.
5. LABELING
5.1 Each unit shall bear a permanent label with the manufacturers name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved".
6.. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of
Acceptance, clearly marked to show the components selected for the proposed installation.
6.1.3 Any other documents required by the Building Official or the South F91LWO Building Code
SFBC) in order to properly evaluate the installa ' of; f 'a system
Manuf Pqrez, P.E. Product CfT Examiner
ProductControl Division
2
Premdor ERM &yjtems ACCEPTANCE No.: 01-0314.13
APPROVED JUN 0 5 2001
EXPIRES April 02, 2006
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed
and the original submitted documentation, including test supporting data, engineering documents,
are no older than eight (8) years.
2. Any and all approved products shall be permanently labeled with the manufacturer's name, city,
state, and the following statement: "Miami-Dade.County Product Control Approved", or as
specifically stated in the specific conditions of this Acceptance.
3. Renewals of Acceptance will not be considered if.
a. There has been a change in the South Florida Building Code affecting the evaluation of this
product and the product is not in compliance with the code changes.
b. The product is no longer the same product (identical) as the one originally approved.
C. If the Acceptance holder has not complied with all the requirements of this acceptance,
including the correct installation of the product.
d. The engineer who originally prepared, signed and sealed the required documentation initially
submitted, is no longer practicing the engineering profession.
4. Any revision or change in the materials, use, and/or manufacture of the product or process shall
automatically be cause for termination of this Acceptance, unless prior written approval has been
requested (through the filing of a revision application with appropriate fee) and granted by this
office.
5. Any of the following shall also be grounds for removal of this Acceptance:
a. Unsatisfactory performance of this product or process.
b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any
other purposes.
6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the
Notice of Acceptance is displayed, then it shall be done in its entirety.
7. A copy of this Acceptance as well as approved drawings and other documents, where it applies,
shall be provided to the user by the manufacturer or its distributors and shall be available for
inspection at the job site at all time. The engineer needs not reseal the copies.
8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of
Acceptance.
9. This Notice of Acceptance consists of pages 1, 2 and this last page 3.
END OF THIS ACCEPT
Manuel z, P.E., Product Col!DIxaminerProductControlDivision
3
Premdor Entry Systems ACCEPTANCE No.: ' 01-0314.13
JUN 0 5 2001
APPROVED
EXPIRES April 02, 2006
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
For File ONLY. Not part of NOA.)
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. 31-1028-CA-0, Sheets 1 thm 6 of 6, "Premdor (Castlegate Brand) Double
Door with Sidelites with 1/8" Glass -in a Wood Frame with a Bumper Threshold
Outswing)" prepared by manufacturer, dated 07/29/97 with revision dated 01/11/00.
B. TESTS
1. Test reports on 1) Air Infiltration Test, per SFBC, PA 202-94
2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202-94
3) Water Resistance Test, per SFBC, PA 202-94
4) Large Missile Impact Test per SFBC, PA 201-94
5) Cyclic Wind Pressure Loading per SFBC, PA 203-94
6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202-94
along with marked -up drawings and installation diagram of an outswing glazed double
residential insulated steel door with sidelites, prepared by National Certified Testing
Laboratories, Test Report No. NCTL 210-1897-1, 2, 3 (S) (F), dated 02/10/97 , revised on
May 28,1997, tested on January 07, 1997, signed and sealed by Barry D. Portnoy, P.E.
C. CALCULATIONS
1. Anchor calculations prepared by Product & Application Engineering, Inc., Project No. 97-
0102, Report No. 01, dated 12/27/96, signed and sealed by David A. Terwilleger, P.E.
D. MATERIAL CERTIFICATIONS
1. Tensile Test prepared by ATC Associates, Inc., Report No. D71254, dated February 27,
1997, for steel samples, tested per ASTM E8-96 after the coatings were removed, signed
and sealed by Peter G. Read, P.E.
2. Report titled "Small Scale Fire and Hose Stream Tests on 20 Min. (BASF Elastopor)
Foam -Core Door" per ASTM E-152, prepared by Underwriters Laboratories, Inc., File No.
R18466, dated July 3, 1997, signed by Dick Walther and reviewed by Howard Gruszynski,
3. Report titled "Standard Fire Endurance Test Program Conducted On A 20 Minute Foam
Core Fire Door Assemblies," Report No. 6567, dated February 1993, per ASTM E-152,
prepared by Warnock Hersey Professional Services, Ltd.
4. Report -No. 114884-1, titled "Flammability" per ASTM D635-97", Rating of Burning
and/or Extent and Time of Burning of Self -Supporting Plastics in a Horizontal position,"
prepared. by SGS US Testing Company Inc., dated Nov. 24, 1998, signed and sealed by
Joseph G. Cappetta, P.E.
Mawr Perez, P.E. Product Co Examiner
ProdutOntrol Division
E-1
Premdor Entry Systems
E.
ACCEPTANCE No.: 01-0314.13
APPROVED : JUN 0 5 2001
EXPIRES April 02, 2006
NOTICE, OF ACCEPTANCE: EVIDENCE SUBhMTED
For File ONLY. Not part ofNOA.) ,.
5. Report No. 114884-2, titled "Ignition properties" per ASTM D1929-96" Testing Ignition
Properties of Plastics," prepared by SGS US Testing Company Inc., dated Nov. 24, 1998,
signed and sealed by Joseph G. Cappetta, P.E.
6. Report - No. 114884-3, titled "Smoke Density" per ASTM D-2843-93" Measuring the
density of Smoke from the Burning or Decomposition of Plastic," prepared by SGS US
Testing Company Inc., dated Nov. 24,1998, signed and sealed by Joseph G. Cappetta, P.E.
7. Report Titled "Tensile Method for Plastics, d638,mia," specimen name: "White Fina
Control," dated 5/16/99, prepared by Celotex.
8. Report Titled "Tensile Method for Plastics, d638,mia," specimen name: "White Fina
Exposed," dated S/16/99, prepared by-Celotex.
9. Report Titled "Tensile Method for Plastics, d638,mia," specimen name: "ran Fina
Control," dated 5/16/99, prepared by Celotex.
10. Report Titled "Tensile Method for Plastics, d638," specimen. name: "ODLI-2 Weathered
12 month Exposure," dated 12/8/99, prepared by Celotex.
11. Summary Report for ASTM D-1929-, ASTM D-2843-, ASTM D-635-, ASTM G-26/13-
638-, prepared by ODL, dated August 26, 1998, signed and sealed by Steven R.
Wilkening, P.E.
12. Report No. ODL-01-02-01, titled "Standard Practice for Operating Light Exposure
Apparatus (Xenon -Arc Type) With and Without Water for Exposure of Non-Mertallic
Materials" per ASTM G 26 and "Standard Test Method for Tensile Properties of Plastics"
per ASTM D 638, dated December 14, 2000 for ODL BP Polypropylene lite frame
material, issued by PRI Asphalt Technologies.
STATEMENTS
1. None
F. OTHERS '
1. Notice of Acceptance No.00-0321.15 issued to Premdor Entry Systems Premdor
Castlegate Brand) Double Door with Sidelites with 1/8" Glass -in a Wood Frame with a
Bumper Threshold (Outswing) dated 04/28/00, expiring on 04102/01.
o P(?j
Mani P z, P.Pro uct Con erE.
ProducrControl Division
E-2
Premdor En , , stems ACCEPTANCE No.: 01-0314.13
APPROVED JUN 0 5 20M
EXPIRES : AprH 02, 2006
NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED
For File ONLY. Not part of NOA.)
TF.STC PFRFORMFD! F:1 x.1010 IK;
TEST TEST LOADS DESIGN LOADS
AIR INFILTRATION @ 1.57 PSF 0.09 CFMT
SFBC PA 202-94 0.50 CFMIFT)
UNIFORM STATIC PRESSURE @ DESIGN LOAD 50.5 PSF 50.5 PSF
SFBC PA 202-94 POSITIVE
UNIFORM STATIC PRESSURE ® DESIGN LOAD 50.5 PSF 50.5 PSF
SFBC PA 202-94 NEGATIVE
WATER RESISTANCE (PSF) 7.60 PSF 50.7 PSF
SFBC PA 202-94
UNIFORM STATIC AIR PRESSURE @ FULL TEST LOAD 75.7 PSF 50.5 PSF
SFBC PA 202-94 POSITIVE
UNIFORM STATIC AIR PRESSURE (Qa FULL TEST LOAD 75.7 PSF 50.5 PSF
SFBC PA 202-94 NEGATIVE
FORCED -ENTRY RESISTANCE (FER) SATISFACTORY
SFBC Section 3603.02 and SFBC PA 202-94
iDesky Presaure Rating ositive 50.5 PSF
Design Pressure Rating (Negative) SOS PSF
Manue erez, P.E. Product Con er
Produ ontrol Division
E-3
PREMDOR (CASTLEGATE BRAND) DOUBLE DOOR
WITH SIDELITES W/ 1/8' GLASS - IN A
WOOD FRAME W/BUMPER THRESHOLD (OUTSWING)
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ATTACH ASTRAGAL THROW BOLT 18 x I• LONG
STRIKE PLATE TO THE HEADER IN ALL REMAINING
AND THRESHOLD WITH 110 x 1 3/4' HOLES
FLATHEAD SCREWS
NOTES-
L> WOOD BUCKS BY OTHERS. MUST BE ANCHORED 10 x 1 314" LOMG
PROPERLY 70 TRANSFER LOADS TO THE STRUCTURE. FLATHEAD SCREWS
V
r
2J THE PRECEDING DRAWINGS ARE INTENDED TO VQUALIFYTHEFOLLOWINGINSTALLATIENS.
A WOOD FRAME CONSTRUCTION WHERE DOOR Rx OUTSVING L.H.OUTSVINGSYSTEMISANCHOREDTOAMINIMUMTWOBYWOOD
OPENING. ASTRAGALLMASONRYORCONCRETECONSTRUCTIONWHERE
MDR SYSTEM IS ANCHORED TO A MINIMUM TWO BY AaPNROMASCOMPLYWI7MMTHE
STRUCTURAL WOOD BUCK. SOUTH
C. MASONRY OR CONCRETE CONSTRUCTION WHERE
OM DR SYSTEM IS ANCHORED DIRECTLY TO CONCRETE
d7
O4E ByASONRY BUCK WITHOUT A NON-STRUCTURAL
imtZl
I ALL ANCHORING SCREWS TO BE 110 VI7H CWBCpHN1UHHCN 01RaE
MINIMUM 1 1/2' EMBEDMENT INTO WOOD SUBSTRATE — - ACf TVICE gp1-/i141R
IN
3/16 PFH 7APCONS WITH 1 1R' MINIMUM EMBEDMENT
x UNITS SWILL BE INSTALLED OKY AT LOCATIONS PROTECTED BY A CANOPY ORINTOMASONRY.
4. UNIT MUST BE INSTALLED WITH 'MIAMI-DADE COUNTY OVERHANG SUDI THAT THE ANGLE BETWEEN THE EDGE ff CANOPY OR OVERHANG
APPROVED' SHUTTERS TO SILL 1S LESS THAN 45 DECREES. UIESS UNIT IS INSTALLED IN
5, THREE STAPLES PER SIDE JAMB IN70 HEADER ON SIDELITES HOFWURABE AREAS WHERE THE UNIT AID THE AREA ARE DEWO TO
AND DOW, THREE STAPLES PER JAMB INTO THRESHOLD ON ACCEPT WATER DFILTRATIEL
SIDELITES AND DOOR
G LATEX SEALANT TO BE APPLIED AT SIDE BY SIDE
C H m
Z
I a1Mos
JAMBS AND SIDELITES. r e
Ai woo mM>. m NaawATos
7. DOOR/SIDEUIE HEADER, DEER/SIDELITE JAMBS, AND SIDELITE BASE
CORNERS ARE COPED AND BUTT JOINER "aar`Omr"`"19
a DOORS SWILL BE PRE -PAINTED WITH AN ACRYLIC LATEX VA7ER-BASED/
VATER-REDI!<IILE WHITE PRIER WITH A DRY FILM THICIQESS or PLO TO 12 MIL 1-102ftA-O
9. FRANCS SHALL BE PRE -PAINTED WITH A WATER -BASED EPDXY PRIMER mLHe SHEET 1 OF 6
V17H A MY I" THICKNESS IF 08 TO 12 MIL1YD0
um C 11>
tiYlM2 3`!`Y117;{c1l121 11Tii9i7!
Q.71]bTiiH Sll I)b Ti
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GLAZING DETAIL
112,
GLASS BITE
Mass
EXTERIOR
U 11 ILI\ \•UI\1 {VVI\f11 {UI\J
PAN MAX VAX
M EL
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ar
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1/4' SHIM MAX
r 3/4'
79 5/16'
MAX
80 11/16EXTERIOR MAXSEE
GLAZING DETAIL DRAWING #
31-1028-CA-0 SHEET
2 OF 6 SECTION
B-B 2
BY WOOD BUCK 1
1/4' I [
TEN NO. I DESCRIPTION (PART NUMBER I COMMENTS I 14
WOOD
HINGE JAMB 5 #
10-24 x 1/2' FH. M.S• INTERIOR
6
010 X 2' FH.V.S. WFAU
T M10
X 3/4' FH.V.S. 9
48 x 1 3/4' FH.V.S. LOCKSET
410
x 1 3/4' F.MLV.S. VOOD
SIDELITE JAMB 22'
X 64' SINGLE PANEL GLAS! SIDELITE
TRIM (WOAD) 1
1 / 4' VOOD
CASING VOOD
SIDELITE HEAD JAMB VOOD
SIDELITE BASE POLYPROPYLENE
LITE FRAME 06
X 1 112' PAN HEAD SCREWS PIN
NAIL D
W SILIC NE 995 IN
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ASMWLWOMATMTIE PREMDOR
ENTRY S' 911
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4'x4 26
9 (117 #0 -110 IA4P
rnAm - nF I1/
16' x 1 21/32' x 11 7/8' NTL. TO BE PINE OR EQUIVALENT. 3RENDOR
BRAND - MTL. TO K MAR LOW WWTT Mn-U RDE CLWD 3RENDOR
BRAND - NTL. TO r FQTSTTMDE 3REMDOR
BRAND - 9375' X IAW STEEL - 12 ca. JAGER
BRAND HINGE OR EQUIVALENT - .097 THICK (STEEL) 1
1/4' X 4 9/16' MIL. TO BE PINE OR EQUIVALENT 4)
SCREWS PER HINGE INTO DOOR 9
M%URO 9 L E r " F TDr. rm w OC nq)wlu 9alk
REFER
TO ELEVATION VIEW, TfOR 4 OF SCREWS USED AND LOCATIONS 2)
SCREWS PER HINGE INTO DOOR JAMB 2)
SCREWS AT EACH STRIKE PLATE 5/
16 x u.
x- w.-To•o IE
OR EQUIVALENT x
s 4'
X 4 9/16' MIL. TO BE PINE OR EQUIVALENT P
Polypropylene by ODL PER
FRAME ,• UK
MAO, r M FEN M IINM r Be RONFRR. lIFO ON MLLIOS An TOM AAJ31-
1028-CA-0 SHEET
3 OF 6 REVISION
LETTER B
2 BY WOOD BUCK
1/4' SHIM MAX
INTERIOR I 79 MAx3/16'
80 11/16'
MAX
2 BY WOOD BUCK
1 1/4'
EXTERIOR
PLEASE SEE 'GLAZING DETAIL'
DRAWING #31-1028-CA-0
SHEET 2 OF 6
1 1/4'
DOW SILICONE #995
SECTION C-C,
OTHER DOOR CONFIGURATIONS
r
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