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Home My WebLink About278 Odham DrCITY OF SANFOw D PERMIT APPLICATION � f RECEIVED Permit # :_04>' .3 Date: '_/ �T7 ,S ,/' Job Address: /`�� _ 7 2009 Description of Work: C(' ✓ L O 06) Historic District: Zoning: Value of Work: $ Permit Type: Building Electrical Mechanical ,y— Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration 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 Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Alf //! / Phone: Contractor Name & Address: State License Number: Phone & Fax: Bonding Company: Address: Mortgage Lender: - Address: Architect/Engineer: Address: Contact Person: Phone: 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 to 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 addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this count ere may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. cceptance in is verificaf t I will notify e - of the prope v of t e requirements of Florida Lien Law, FS 713. Signature of Owner/A ent Dat �Signature of Contractor/Agent Date Ynnt Uwner7Ageze"e67 1 re of ry-State of Florida Date t(3c:iR- S E BLANTON n; cr;rnM�r� 419 ON o,Mi nallr :r�si."ES: r-ebruary 25, 2007 APPLICATION APPROVED BY: Bldg: Special Conditions: Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is _ Personally Known to Me or Produced ID 14 1 Zoning: Utilities: FD: & I ba(e) (Initial & Date) (Initial & Date) (Initial & Date) 02 CITY OF SANFORD BUILDING DIVISION OWNER/BUILDER AFFIDAVIT CONSTRUCTION CONTRACTING Owners of property when acting as their own contractor and providing direct, onsite supervision themselves of all work not performed by licensed contractors, when building or improving farm outbuildings or one -family or two-family residences on such property for the occupancy or use of such owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such structure by the owner -builder within 1 year after completion of same creates a presumption that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The owner may not delegate the owner's responsibility to directly supervise all work to any other person unless that person is registered or certified under this part and the work being performed is within the scope of that person's license. For the purposes of this subsection, the term "owners of property" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an owner must personally appear and sign the building permit application. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have a license. You must provide direct, onsite supervision of the construction yourself. You may build or improve a one -family or two-family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved yourself within I year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. ,T�I, / r /�G ' do hereby state that I am qualified and capable of performing the ested construction invo ved with the permit application filed. I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work allowed by law on the permitted structure. 1,2� Owner/Build Signature Date Print wn in er Name DEBBIE BWNTON P,jy C V?s?NSS10N # DD 188491 <;— �;:; February 25,200 /� A r cry Discount Assoc C / / Signa ure of Notary=Siate of lorida Date Owner is P 11 Known to Me or has Produced ID Ak' Architectural Testing PERMIT 4, - N NOTICE THIS DOCUMENT IS BEING PROVIDED D OR PURPOSE THE LIMITED BUILDING COTA D':. AP^?'C��'` ! ACTUAL TEST RESULTS PR04'I:)E4� 6 ER4�1 SU''PORT AND, IN SOME GASES, EXCEED PUBLISHED PERFORMANICE CLAIMS- SEE PRODUCT LITERJ+TURE FOR COMPLETE PERFORMANCE INFORMATION- ANSI/AAMA/NWWDA 101/1.5.2-9.7 TEST REPORT Rendered to: PELLA WINDOWS AND DOORS A SERIES/MODEL: 10 PRODUCT TYPE: ]Florida Flange PVC Single Flung Windows with Aluminum Reinforcement Title Operating Force Air Infiltration Water Resistance Test Pressure Uniform Load Deflection Test Pressure Uniform Load Structural Test Pressure Forced Entry Resistance Test Specimen 41 H -R55 52 x 62 27 lbf max. 0.08 cfm/ft' 8.25 psf ±55.0 psf ±82.5 psf N/A Summary of Results Test Specimen #2 H -R50 52 x 73 24 lbf max. 0.09 cfrr/ftz 7.50 sf _50.0 psf ±75.0 psf' T- N/A Test Specimen #3 H -R40 54 x 90 29 Ibf max. 0.03 cfm/ft` 7.50 psf ±40.0 psf . ±60.0 psf Grade 10 Reference should be made to ATI Report No. 55718.02-122-44 for complete test specimen description and data. 130 Derry Court York, PA 17402-9405 phone: 717-764-7700 fax: 717-764-4129 www.archtest.com Architectural Testing ANSI/AAMA/NWWDA 101/1.S.2-97 TEST REPORT Rendered to: PELLA WINDOWS AND DOORS 2000 Proline Place Gettysburg, Pennsylvania 17325-4626 Report No.: Test Dates: Through: Report Date: Expiration Date: 55718.02-122-44 03/17/05 03/28/05 04/14/05 03/28/09 Project Summary: Architectural Testing, Inc. (ATT) was contracted by Pella Windows and Doors to perform testing on three (3) Series/Model 10, Florida flange PVC single hung windows with aluminum reinforcement. The samples tested successfully met the performance requirements for the following ratings: Test Specimen #1: H -R55 52 x 62; Test Specimen #2: H -R50 52 x 73; Test Specimen #3: H -R40 54 x 90. Test specimen description and results are reported herein. General Note: An asterisk (*) next to the pe7fonnance grade indicates that the size tested for optional performance was smaller than the Gateway test size for the product o pe and class. Test Specification: The test specimens were evaluated ih accordance with ANSI/AAMA/N VWDA 101/I.S.2-97, Voluntary Specifications for Aluminum, Vin))l (PVC) and- Wood ndWood Windows and Glass Doors. Test Specimen Description: Series/Model: 10 Product Type: Florida Flange PVC Single Hung Window with Aluminum Reinforcement 130 Derry Court York, PA 17402-9405 phone: 717-764-7700 fax: 717-764-4129 www.archtest.com AL 55718.02-122-44 Architectural Testing Page 2of10 Test Specimen Description: (Continued) Test Specimen #l: H -R55 52 x 62 Overall Size: 4'4-1/8" wide by 5'2" high Active Sash Size: 4'2-1/4" wide by 2'6-318" high Screen Size: 4'2-1/8" wide by 2' 6-1/4" high Installation: The units were installed into a 2x8 wood test buck. The unit was secured to the buck with 410 x 1-1/4" hex head screws placed in the head 2" from each jamb and 16" on center. The screws were placed in the jambs 6" from the head and sill, 4" above and below the meeting rail and 9" above and below the meeting rail. A silicone seal was used around the exterior perimeter of the window frame and foam spray insulation was used on the interior perimeter. Test Specimen #2: H -R50 52 x 73 Overall Size: 4' 4-1/8" wide by 6' 1" high Active Sash Size: 4'2-1/4" wide by 2' 11-1/8" high Screen Size: 4'2-1/8" wide by 2' 11-1/16" high Installation: The units were installed into a 2x8 wood test buck. The unit was secured to the buck with #10 x 1-1/4" hex head screws placed 2" from each end and 16" on center. A silicone seal was used around the exterior perimeter of the window frame and foam spray insulation was used on the interior perimeter. Test Specimen 43: H -R40 54 x 90 Overall Size: 4'6" wide by T6" high Sash Size: 4'4-1/4" wide by 2' 10-3/4" high Screen Size. 4'4-1/8" wide by 2' 10-5/8" high Installation: The units were installed into a 2x8 wood test buck. The unit was secured to the buck with #10 x 1-1/4" hex head screws placed 2" from each end and 16" on center. A silicone seal was used around the exterior perimeter of the window frame and foam spray insulation was used on the interior perimeter. Architectural Testing Test Specimen Description: (Continued) The following descriptions apple to all specimens. Finish: All PVC was white. 55718.02-122-44 Page 3.of 10 Glazing Details: Both the active sash and fixed panel utilized a 23/32" insulating glass unit consisting of two sheets of 1/8" thick clear annealed glass and a metal reinforced butyl spacer system. Both the active sash and fixed panel were exterior glazed onto a polyurethane reactive hot melt sealant and secured by a snap -in vinyl glazing bead. Weatherstripping Description yuanuryLu�a�l�ll 0.240" high by 0.187" backed 1 Row Meeting rail, and sill polypile with center fin 0.240" high by 0.187" backed 1 Row Active sash stiles, top rail, and polypile with center fin bottom rail 0.190" high by 0.187' backed 1 Row Active sash bottom rail polypile with center fm Frame Construction: All frame members were constructed from extruded PVC. All frame comers were mitered and welded. Sash Construction: All sash members were constructed from extruded PVC. All sash corners were mitered and welded. Screen Construction: The members were constructed from rolled aluminum with mitered and keyed comers. The vinyl mesh screen was secured with a flexible vinyl spline. Hardware: DescriT)tio Ouantity Location Metal cam -lock I Center of top rail of sash Metal keeper 1 Center of meeting rail Metal pivot bars 2 Ends of bottom rail on active sash Block and tackle 2 One in each jamb balance system 55718.02-122-44 Architectural Testing Page 4of10 Test Specimen Description: (Continued) Drainage: Descriptio Quantity Location 1/2" weepslot 2 2" from each jamb on exterior face of sill 3/4" weepslot 2 1" from each jamb in sill channel Reinforcement: An aluminum reinforcement bar was utilized in the sash stiles and locking rail and the meeting rail (Reference Drawings 10E-17 and 10E-18). Test Results: The results are tabulated as follows: Paragraph Title of Test - Test Method Results Allowed Test Specimen #l: H -R55 52 x 62 2.2.1.6:1 Operating Force 27 lbf 30 lbf max. 2.1.2 Air Infiltration per ASTM E 283 1.57 psf (25 mph) 0.08 cfm/ft' Q:3cfrn/ft' max. 6.24 psf (50 mph) 0.23 cfm/f z N1A Note #1: The tested specimen meets (or exceeds) the pe7 forniance levels specified an ANSI/AAMA/NWWDA 101 /ZS.2-97 for air infiltration. 2.1.3 Water Resistance per ASTM E 547 See Note #2 2.1.4.1 Uniform Load Deflection per ASTM E 330 See Note #2 2.1.4.2 Uniform Load Structural per ASTM E 330 See Note #2 Note #2: The client opted to start at a pressure higher than the n7inimum required. Those results are listed under "Optional Pe?formance". 55718.02-122-44 Architectural Testing Page 5 of 10 Test Results: (Continued) Para<raph Title of Test - Test Method Results Allowed Test Specimen #1: H -R55 52 x 62 (Continued) Optional Performance 4.3 Water Resistance per ASTM E 547 (with and without screen) N 8.25 psf o leakage No leakage 4.4.1 Uniform Load Deflection per ASTM E '330 (Deflections reported were taken on the meeting rail and sash stiles) (Loads were held for 30 seconds) 55.0 psf (positive) meeting rail 1.02" See Note #3 55.0 psf (negative) meeting rail 0.99" See Note #3 55.0 psf (positive) sash stile 0.35` See Note #3 55.0 psf (negative) sash stile 0.03" See Note #3 -- Note #3: Die Uniform Load Deflection test is not a requirement of ANSI/AAMA/NWWDA 101/LS.2-97 for this product designation. The deflection data is recorded in this report for special code compliance and information only. 4.4.2 Uniform Load Structural per ASTM E 330 (Perinanent sets reported were taken on the meeting rail and sash stiles) (Loads were held for 30 seconds) 82.5 psf (positive) meeting rail 0.05" 0.20".max. 82.5 psf (negative) meeting rail 0.011, 0.20" max. 82.5 psf (positive) sash stile 0.04" 0.12" max. 82.5 psf (negative) sash stile 0.01" 0.12" max. Test Specimen #2: H -R50 52 x 73 2.2.1.6.1 Operating Force 24 lbf 30 lbf max. 2.1? Air Infiltration per ASTM E 283 1.57 psf (25 mph) 0.09 cid Vft2 0.3 cfm/ft` max. Note 41: The tested specimen meets (or exceeds) the performance levels specified in. ANSI/AAM41jVT `I,DA 10111.S.2-97 for air- infiltration. Architectural Testing Test Results: (Continued) 55718.02-122-44 Page 6 of 10 Paragranh Title of Test - Test Method Results Allowed Test Specimen #2: H -R50 52 x 73 (Continued) 2. l.' Water Resistance per ASTM E 547 See Note #2 2.1.4.1 Uniform Load Deflection per ASTM E 330 See Note #2 2.1.4.2 Uniform Load Structural per ASTM E 3.30 See Note #2 Optional Performance 4.3 Water Resistance per ASTM E 547 (with and without screen) 7.50 psf No leakage No leakage 4.4.1 Uniform Load Deflection per ASTM E 330 (Deflections reported were taken on the meeting rail and sash stile) (Loads were held for 52 seconds) 50.0 psf (positive) meeting rail 1.13" See Note #3 50.0 psf (negative) meeting rail 1.14" See Note #3 50.0 psf (positive) sash stile O.0.) See Note #3 50.0 psf (negative) sash stile 0.091' See Note #3 4.4.2 Uniform Load Structural per ASTM E 330 (Permanent sets reported were taken on the meeting rail and sash stile) (Loads were held for 10 seconds) 75.0 psf Cpositive) meeting rail 0.13" 0.20" max. 75.0 psf (negative) meeting rail 0.13" 0.20" max. 75.0 psf (positive) sash stile 0.04" 0.14" max. 75.0 psf (negative) sash stile 0.01" 0.14" max. Architectural Testing Test Results: (Continued) 55718.02-122-44 Page 7 of 10 Paragraph Title of Test - Test Method Results Allowed Test Specimen 93: H -R40 54 x 90 2.2.1.6.1 Operating Force 29 lbf 30 lbf max. 2.1.2 Air Infiltration per ASTM E 283 0.3 max. 1.57 psf (25 mph) 0.03 cfm/ft' cfrn/ft` Note #1: The tested specimen meets (or exceeds) the performance levels specified in ANSI/AAAL4 NWWDA 10111.5.2-97 for air infiltration. 2.1.3 Water Resistance per ASTM E 547 See Note #2 2.1.4.1 Uniform Load Deflection per ASTM E 330 See Note #2 2.1.4.2 Uniform Load Structural per ASTM E 330 See Note #2 2.2.1.6.2 Deglazing Test per ASTM E 987 In operating direction - 70 lbs Lock rail 0.15"/30% 0.50"/100% Bottom rail 0.27/54% 0.50"/100% In remaining direction - 50 lbs Right stile 0.07/14% 0.501,1100% Left stile 0.05,1110% 0.50"/100% 2.1.7 Welded Corner Test Meets as stated Meets as stated 2.1.8 Forced Entry Resistance per ASTM F 588 Type: A Grade: 10 Lock Manipulation Test No entry No entry Test Al through A3 No entry No entry Lock Manipulation Test No entry No entry 55718.02-122-44 . Architectural Testing Pa -e. 9 of 10 Test Results: (Continued) Paragraph Title of Test - Test Method Results Allowed Test Specimen #3: H -R40 54 x 90 (Continued) Optional Performance 4.3 Water Resistance per ASTM E 547 (with and without screen) 7.5 psf No leakage No leakage 4.4.1 Uniform Load Deflection per ASTM E 330 (Deflections reported were taken on the meeting rail and sash stile) (Loads were held for 52 seconds) 40.0 psf (positive) meeting rail 1.27" Ste Note #3 40.0 psf (negative) meeting rail 1.20" See Note #3 40.0 psf (positive) sash stile 0.37" See Note #3 40.0 psf (negative) sash stile 0.03" See Note #3 4.4.2 Uniform Load Structural per ASTM E 330 (Permanent sets reported were taken on the meeting rail and sash stile) (Loads were held for 10 seconds) 6 . 0.0 psf (positive) meeting rail 0.07" 0.21" max. 60.0 psf (negative) meeting rail 0.04" 0.21" max. 60.0 psf (positive) sash stile 0.02" 0.14" max. 60.0 psf (negative) sash stile 0.011, 0.14" max. Note: A lead check swab test was pe7formed on all polymeric profiles. The test result was negative for the presence of lead (Pb). Architectural Testing 55718.02-122-44 Page 9 of 10 Detailed drawings, representative samples of the test specimen, and a copy of this report will be retained by ATI for a period of four years from the original test date. The above results were secured by using the designated test methods and they indicate compliance with the performance requirements of the above referenced specification. This report does not constitute certification of this product, which may only be granted by the certification program administrator. This report may not be reproduced, except in full, without the approval of Architectural Testing, Inc. For ARCHITECTURAL TESTING, INC: Digitalin signed by: Kyte Pitts DignaRy Signed by: Steven K Lirich Kyle Pitts Technician KP:vlm Attachments (pages): Appendix -A: Drawings (11) Steven M. Urich, P.E. Senior Project Engineer as r r " Y Y R r4 6� 4t'hFi •. z� ,TATE ^0 1Z fg - /IlP0- L o?d'� 2D6 Architectural Testing Revision Log Rev. # Date Daae(s) Revision(s) 0 04/14/05 N/A Original report issue 55718.02-122-44 Page 10 of 10 Architectural Testing Appendix A Drawings R Architectural Testing —m-, these detail. I VIE 9— T Deviations are not Repoi"O. L i8 'D-2 - A Date Tech EE kp. T cc 'CC)" "EIT-11L 91D 11-11 URCE I RETKAR 6iaYEAF I — I -' ULL-2--1—, -LLE� JSASII LOU; A0021,71 WtLP PH (WL) T'..A CvO V SX53 PFII SKIS TWOCLUSS M Lm III.= D EWzt6 FOO) ICU 513 -ml 1q,2 . Gay t2 SASH,l Ma 7f1A9.SPTIIr BLOCK D -77U- I -M* MI 6 977976 .5.N I.S., raq I&S sssu Ual-t-h—) 'Extruded Aluminum Sliln Stillener is required when FDW >36' 11.1111—d Si,d lnlerlock 86fr—, is required 11—, FDA' , 36" ]Extrudnd Aluminum tnied-l-, Stiffener is required when I'MY >36" Rollraimcd Simi Iticehnil Silfrewicr is required whe n FDNV s 36" ExtmdtdAluminum f%iCVh9iI Stiffener is req�,,:red ,he. FDW 336" "•a0 dG z ]14" Phil Flnl Sb5 Dlnss screws must he , xed tehen fl,cl meenail I iril. lock stifr—r is required (16 x 519" Phil FIN SMS QI-5 Screws must be utilized when nIj -ji I interlock 6 11 Mmr is mqui,ed - ghkTing KtUlftnt use .006907J!11. rOlItl "lo rar use per ivindDW is some W gkIiUR tape Formol R. - (FDW x 4) 1 (FDH x 2) exmplc: 36 x 61. (()6" 9 4)+(62" x 2)1 x.0069 -A. - 1.92 -. 2evisian 1: corrected die ffs & stiffener formulas (DCO—) 1, 1-20--2005) Thermao"tar SINGLE HUNG FLANGE FRAME AS,( UL, ci DIccIr) c ,IrI r- IT Iki t, 1•- '° 8 _ I1 P 0 A DD CC v E E UD CC FF FF F 'CC)" "EIT-11L 91D 11-11 URCE I RETKAR 6iaYEAF I — I -' ULL-2--1—, -LLE� JSASII LOU; A0021,71 WtLP PH (WL) T'..A CvO V SX53 PFII SKIS TWOCLUSS M Lm III.= D EWzt6 FOO) ICU 513 -ml 1q,2 . Gay t2 SASH,l Ma 7f1A9.SPTIIr BLOCK D -77U- I -M* MI 6 977976 .5.N I.S., raq I&S sssu Ual-t-h—) 'Extruded Aluminum Sliln Stillener is required when FDW >36' 11.1111—d Si,d lnlerlock 86fr—, is required 11—, FDA' , 36" ]Extrudnd Aluminum tnied-l-, Stiffener is required when I'MY >36" Rollraimcd Simi Iticehnil Silfrewicr is required whe n FDNV s 36" ExtmdtdAluminum f%iCVh9iI Stiffener is req�,,:red ,he. FDW 336" "•a0 dG z ]14" Phil Flnl Sb5 Dlnss screws must he , xed tehen fl,cl meenail I iril. lock stifr—r is required (16 x 519" Phil FIN SMS QI-5 Screws must be utilized when nIj -ji I interlock 6 11 Mmr is mqui,ed - ghkTing KtUlftnt use .006907J!11. rOlItl "lo rar use per ivindDW is some W gkIiUR tape Formol R. - (FDW x 4) 1 (FDH x 2) exmplc: 36 x 61. (()6" 9 4)+(62" x 2)1 x.0069 -A. - 1.92 -. 2evisian 1: corrected die ffs & stiffener formulas (DCO—) 1, 1-20--2005) Thermao"tar SINGLE HUNG FLANGE FRAME AS,( UL, ci DIccIr) c ,IrI r- IT Iki t, 1•- '° b[ r Architectural `resting Ann - Test sample complies with these details. Deviations are noted. Report# - Date 5 ZEE GLASS 111'10111 1.201 1 - L 1.537 .Des 7711 CCl 191 1.IEETRAIL STIFI:ENER M UL•TRAIL l7I EN 9357 S('II EEN 110MIT 1.37S n7D 5.0511 4.011 DIGI 8695 Ll 2>sb - 17sD - I.1100 -1-- I 1.560 FRAME HEAD �rc DIEN 9355 FMAIE G - DIMETIMN 11EIGHT (FOH) 11.500 I INTERLOCK STIFFENER IN TERLDCK f- DIEN 1697 (L CALLOUT HEIGHT 12.000 ..075 I SA 511 3.795 GLASS N EIG{11 SASII SASII CA LLOUT 1EIG11 3.75D 5.075 1 Um IFI IIU50 F'E 93 SILL --T- t DIEN 9)53 1 ME FRAME DIMENSION WIDTH (FDW) 11.5001.045 7.000 - 7..250 sns{icl.nssw'lonl e.aon- _ ---usu -snsH\t�lD1n 9sbD�.D7s i ).DDR SASII SI ILE LOWER SA514 STILE -_•- i� b1E7t 8696 S1 IFFE14ER 1� GLA71 NO HEAD DIEN 7732 FIXED GLASS WIDTH Moo 9355 1IEAD CUT" LENGTII - FDW +.250" 9352 SILL CUT LENOTI I - FO W + ,250" 9349 JAMB CUT LENGTI I - For 1+ .250" 9357AIEETRAIL CUT LENG1 I I a FD\V - 1.562" 8695 SASI I RA 1L CUT I..ENCI'11 = FDW- 1.750" 9696 SASII STILE CUT LE14011) - ([:oil / 2) -155" )'OR 21" SARI 1. 8696 SASI I STILE CUT LENGTH =23.313" FOR 36" SARI 1, 8696 SASI I S1 ILE CUT LENGTI I = 35.113" 8694 SASI I INTL'RLOCK CU"I LENGTI I - FDW , 1.750" (2)(3 )FI EETRAI L STIFFL'NER CUT LENGIT I - FDW - 2.500" (3)SASI I INTERLOCK STIFFENER CUT LENGTI I - FD\V . ).sou- (n(3)SASI I S1 ILE STIFFENER CUT "LENGI II - (FDI I/2) -MINI" ( n(3)rUIt 24" SARI 1, SASI I STILE STIFFENER CUT LENGTI I - 20" (1 (3 )FOR 36" SASI I, SASI I S -I ILE S rN1:ENER CUT LENGT II - 32" 7732 FIXED GLAZING BEAD W (DTII - FD\V - 1.813" 7732 FIXED GLAZING BEAD IIEIGIIT - (FDII - SASII C.O.)- 2.000" FOR 24" SASII, 7732. FIXED GLAZING DEAD I IEIGIIT- (FDII - 23.75) - 2.000" FOR 36" SASII, 7732 FIXED CLAZI140 BEAD IIEIGIIT- (FDII - 35.75) - 2.000" 7733 SASH CSLAZINO BEAD WIDTII - FDW . 3.313" 1732SASIIGI.AZ.IN(IBEAD)IEIGIIT- (FDII/2)-2.000" FOR 24" SASII. 7732 SASII GI -ACING DEAD IIEIGIIT- 11.750" FOR 36" SASII, 7732 SASII GLAZING BEAD IIEIGIIT= 33.750" 7151 SASII STOP CUT I-ENG111 - 1.25" FOR 24" SASII, 1151 SASII STOP CUT LENGTI I = FDH --16.2511" FOR 36" SASIL 7151 SASI1 STOP CUT LENGTI l - FDIt .79.251)" (I) IwIIIDIIIIeu otccl otit S: JIItmiicr is requneu \Niven, ru Yv 5 ]D (2) ExtrudedAlunlinum Stile Stiffener is required when FDW >36" (3) Rallfonncd Steel hlferlock Sliffener is mquired when, FDW s 36" (4) Extruded Aluminum Interlock Stiffener is required when FDW >36" (5) Rolllbrnled Steel MCCITnil Stil-16im is rciridiLd when, FDW s 36" (6) Exllvdcd Alun7inurn fvlrr.truil Stiffener is required wften FDW i r_" (7) All Stiffeners - Cal-IRle the cul length needed and use the next smelter s(Dutlnrd length stiffener. OIIIIrn�ir7 SASII DIMENSIONS SASII WIDTII-FDW-2.000'i.D75 --- SASH HEIOI IT - (FDI 112) -705" t 045 FOR 24" SASI I, SASI 111EIGl Ir= 23.063" x.015 FOR 36" SASI I, SASH IEIGIIT - 35.063" 1.015 GLASS SIZES FIXED GLASS WIDTI I =FDW - 2.000" FIXED GLASS IIEIGIIT = (FDII / 2) - 2.188" FOR 24" SASII, FIXED GLASS IIEIGIIT = (FDII • 23.75) - 3.188" FOR 36" SASII, 1'lX15D GLASS IIEIGI IT - (1:D1I - 35.75) • 2.168" SASII GLASS WIDTII - FD\V - 3.500" SASII CLASS NF_ICIIT- (PDH 72) - 2.198" 1'011 21" SASII, SASII GLASS IIEIGI IT - I L563" FOR 36" SARI 1, SASII GLASS HEIGHT - 33.563" SCREEN SIZE SCREEN NVID111 - FDW. I.R75" SCRL•tiN 11001IT. (Poll 12). 1,438" 1'011 21" SASI 1. SCREEN IIEIGIIT= 23.313" I'OR 36" SASII, SCREEN IIEIGIIT= 31.313" Suit. r I Ruwnr I.B.F. net. 10-22-2004 110RIDA1106EVER11CA IlOR1lONi'AI,SEC110N5 SERIES IU SING LEI-IUNG �- DIV 9349 jl� 7-0 .1 7,710 GLA71 NO HEAD DIEN 7732 FIXED GLASS WIDTH Moo 9355 1IEAD CUT" LENGTII - FDW +.250" 9352 SILL CUT LENOTI I - FO W + ,250" 9349 JAMB CUT LENGTI I - For 1+ .250" 9357AIEETRAIL CUT LENG1 I I a FD\V - 1.562" 8695 SASI I RA 1L CUT I..ENCI'11 = FDW- 1.750" 9696 SASII STILE CUT LE14011) - ([:oil / 2) -155" )'OR 21" SARI 1. 8696 SASI I STILE CUT LENGTH =23.313" FOR 36" SARI 1, 8696 SASI I S1 ILE CUT LENGTI I = 35.113" 8694 SASI I INTL'RLOCK CU"I LENGTI I - FDW , 1.750" (2)(3 )FI EETRAI L STIFFL'NER CUT LENGIT I - FDW - 2.500" (3)SASI I INTERLOCK STIFFENER CUT LENGTI I - FD\V . ).sou- (n(3)SASI I S1 ILE STIFFENER CUT "LENGI II - (FDI I/2) -MINI" ( n(3)rUIt 24" SARI 1, SASI I STILE STIFFENER CUT LENGTI I - 20" (1 (3 )FOR 36" SASI I, SASI I S -I ILE S rN1:ENER CUT LENGT II - 32" 7732 FIXED GLAZING BEAD W (DTII - FD\V - 1.813" 7732 FIXED GLAZING BEAD IIEIGIIT - (FDII - SASII C.O.)- 2.000" FOR 24" SASII, 7732. FIXED GLAZING DEAD I IEIGIIT- (FDII - 23.75) - 2.000" FOR 36" SASII, 7732 FIXED CLAZI140 BEAD IIEIGIIT- (FDII - 35.75) - 2.000" 7733 SASH CSLAZINO BEAD WIDTII - FDW . 3.313" 1732SASIIGI.AZ.IN(IBEAD)IEIGIIT- (FDII/2)-2.000" FOR 24" SASII. 7732 SASII GI -ACING DEAD IIEIGIIT- 11.750" FOR 36" SASII, 7732 SASII GLAZING BEAD IIEIGIIT= 33.750" 7151 SASII STOP CUT I-ENG111 - 1.25" FOR 24" SASII, 1151 SASII STOP CUT LENGTI I = FDH --16.2511" FOR 36" SASIL 7151 SASI1 STOP CUT LENGTI l - FDIt .79.251)" (I) IwIIIDIIIIeu otccl otit S: JIItmiicr is requneu \Niven, ru Yv 5 ]D (2) ExtrudedAlunlinum Stile Stiffener is required when FDW >36" (3) Rallfonncd Steel hlferlock Sliffener is mquired when, FDW s 36" (4) Extruded Aluminum Interlock Stiffener is required when FDW >36" (5) Rolllbrnled Steel MCCITnil Stil-16im is rciridiLd when, FDW s 36" (6) Exllvdcd Alun7inurn fvlrr.truil Stiffener is required wften FDW i r_" (7) All Stiffeners - Cal-IRle the cul length needed and use the next smelter s(Dutlnrd length stiffener. OIIIIrn�ir7 SASII DIMENSIONS SASII WIDTII-FDW-2.000'i.D75 --- SASH HEIOI IT - (FDI 112) -705" t 045 FOR 24" SASI I, SASI 111EIGl Ir= 23.063" x.015 FOR 36" SASI I, SASH IEIGIIT - 35.063" 1.015 GLASS SIZES FIXED GLASS WIDTI I =FDW - 2.000" FIXED GLASS IIEIGIIT = (FDII / 2) - 2.188" FOR 24" SASII, FIXED GLASS IIEIGIIT = (FDII • 23.75) - 3.188" FOR 36" SASII, 1'lX15D GLASS IIEIGI IT - (1:D1I - 35.75) • 2.168" SASII GLASS WIDTII - FD\V - 3.500" SASII CLASS NF_ICIIT- (PDH 72) - 2.198" 1'011 21" SASII, SASII GLASS IIEIGI IT - I L563" FOR 36" SARI 1, SASII GLASS HEIGHT - 33.563" SCREEN SIZE SCREEN NVID111 - FDW. I.R75" SCRL•tiN 11001IT. (Poll 12). 1,438" 1'011 21" SASI 1. SCREEN IIEIGIIT= 23.313" I'OR 36" SASII, SCREEN IIEIGIIT= 31.313" Suit. r I Ruwnr I.B.F. net. 10-22-2004 110RIDA1106EVER11CA IlOR1lONi'AI,SEC110N5 SERIES IU SING LEI-IUNG 500 1 Architecturat Testing ,-- Test sample complies with these detaits. Deviations are noted. Report# fS71,5 ®ate . 3 31 0- Tech - �._ 1.063 t MATERIAL: RIGID PVC VENDOR.: MIKRON INDUS'T'RIES INC. DIE 9 9355 AREA: .702 WEIGHT: .442 WALL THICKNESS :17 0 STOCK LENGTH COMPUTER PART # WHITE ALMOND 0 782202 782203 'taw"I he m SCALE: FULL NOTE =.040 WALL T"B.F. -27-2004 All radii are .015" unless noted. :'..:"_:._..._.._.- FLANGE 111 A -D E 1 R V SION 1I181'ITItISlttt' WYdeMl lnd000,6��(jn NNAHERCIES 10 SINGLE HUNGIN-01B -01 R.025 (2) MATERIAL: RIGID PVC .135 -- .075 8.030 VENDOR: MII�RON INDUSTRIES INC. 575 .250 .562 --- WE # 9349 8.025 (2) AREA. .772 r 1.000 WEIGHT: .486 DETAIL "A" DETAIL "B" WALL THICK-NESS:Q9 SCALE = 2X SCALE = 2X Architectural Testing Test sample complies Mth these details. 2.7 P Deviations are noted. . 1.680 1.355 Report# SS�68 .920 .325 Date 3.VV5 Tech k�� .360 -- 4'IU �_ STOCK LENGTH 19'3" R.030 (3) COMPUTER PART # WHITE 782204 Ru4o (2) � x - Ross �-920 ALMOND 782205 .s7 _. R.030 .735 — 8.075 (5) .040 1 \ 300 .500 II 2so — 1 1.258 MULL R 11 E T hN e ow -m mca t aa -1- rI.; SCALE: FULL oRnWN-: T.B.F. 1.063 NOTE * =.040 WALL ' " 1>^- 9-27-200,1 a, ilvarrdaSlut� FLANGE JAMB EXTRUSION A11 radii are.015" 1]IllBSS IIOtCC1• YrwbnmdbaibY �f�o wiNCNue1nER t S 1Z.IES lU SINCLI II:UNU OE -02B t � '. .100 — ��I.i�s� R.030 -r .250 8.025 (2) DETAIL "A" SCALE: 2X 110 4- R.065 0.100 DETAIL ".B" SCALE: 2X .500 — 1.436RFF 1.216 500 .460 8.075 (8) DETAIL "D" SCALE: 2X 0,100 Inn IIU �-F.- '° .050 R.025 (?1 DETAIL "C" SCALE: 2X 920 —11 `-1 1.8° m 660 --1.360 I---- �:�-��RR l- F - MATERIAL: RIGID PVC VENDOR.-: 1V111CRON II,4TDUSTRIES INC. DIE # 9357 AREA: .547 WEIGHT: .345 WALL THICKNESS -O� Architectural Testing Test samplev a o(ns are ucedtll se details. 500 f /—".015 ( Report}! Date.3/_0 Tech�_.�. -- I0 1.611.2 1.047 E„ .6i 2 STOCK LENGTH COMPUTER PART # WHITE 782208 D:LTAIL "G" ALMOND 782209 SCALE: 2X —-- R.060 T 1, pal e r m z - ut %'-"o wa r F-LL_1 I__A 21(1 .125 '!'�' sous, FULL onnvnet: T.B.F. :! 7 9-')1-2004 II_� _ -.--.- ormaStar MEETINCJ RAIL EXIL,RI_JSIQN I- 050 il�—.0—by fR,duus,�d0 urc6y crn S1✓ItII-�S 10- SLIDING WINDOW °A"~�' .050 � j � l 10E -04B MATERIAL: RIGID PVC 8.030 .135 t� �1 .330 -- R.075 125 — .210 04U f \ (3) — I 21' .045 .260 8.025 (3) .050 .090 1-- .150 DETAIL "A" DETAIL "B" DETAIL "C" SCALE = 2X SCALE — 2X SCALE = 2X Architectural Iestin9 Test sample complies with these details. VENDOR: MIKRON INDUSTRIES INC. Deviations are noted. Reporttt -._ S%$— — DIE # 8695 B� le,h ARE .294 .920 — ate _,�._.�--^� WEIGHT: .185 WALL THICKNESS: STOCK LENGTH 1718" A„ — COMPUTER PART # t .62i 5 / WHITE 613110 L 'R" "C" R.060 (2) " ALMOND 613111 .462 Rev. 1: Updated Stock Lei)gth (DCO-0057,07/31/03) ThermaStaw SCALE: PULL Dxnwo DIT.B.F.DATE: 8-14-2002� /�`� (T`NOTE: I) IP = INTLiRSECTION POMTSAS.�I 1.\ F-iIL �� .I,I�IJ IJAll radii Are .015" u. m m�mIe:d, SERIES 10 S1NGL1; IIUNGo FMATERIAL. RIGID PVC 1 8.030 .135 - V VENDOR: MIKRON INDUSTRIES INC. .125 - CL .210 95 � -]—.050 C21 - 045 DIE # 8696 -' --- .050 AREA: .255 WEIGHT: .161 DETAIL "A" DETAIL "B" WALL THICKNESS: ' SCALE - 2X SCALE = 2X Architectural testing Test sample complies with these details. Deviations are noted. STOCK LENGTH 17'10 Report# 5szl g Date '05 Tech fir` COMPUTER PART # —.920-1 1 WHITE 613108 ALMOND 613109 .625 7 �intt R.060 (3) - 0 / Rev.t: Updated Stock Length (DCO -0057,07/31/03) �- TheirmaStar SCALE: PULL DRAWN DY: T.B.F. DATE! 8-14-2002 TIOTE: 1) INTBRSECT1ON POINT SASH STILE EXTRUSION All radii arc .015" »» IDss »D1Dd. _ ___ SEIUES 10 SING HUNG "i of -06 R.030 MATERIAL: KIGID PVC .135II t`' � J� — .060 .125 �, .210 R .295 1P,095 -- _I__— � .O� 90065 (4) 020 �rYP^ 21 ° 045 7—� — R.025 (3) —' ----T I . — .050 R p 15 TYP DETAIL "A" DETAIL "B" DETAIL "C" SCALE = 2X SCALE = 2X SCALE = 2X VENDOR: MIKRON INDUSTRIES INC. .250 1.450 -- 920— DIE # 8694 AREA: .313 WEIGHT: 197 0.080 WALL THICKNESS. -OP' R.025 �J A STOCK LENG'T'H 1718" r.62520'1 COMPUTER PART # 4-J l tn 150 - "B" 8.075 w �' WHITE 613106 R.090 R.025 (3) ID ALMOND — 613107 .065 v ro F- �_ o a Rev. L• Updated Stock Length (DCO -0057,07/31/03) 13° .� o N 32 Q a dThe rm av'-,s'3) ta r V�j SCALE: FULL DRAWN- T.B.F. ---•--- DAre; 8-1477 `0 a _v T f NOTE: t) IP = 1,UERSECTION POINT � SCIS.I I INTERfJOCK EX'T'RUS ION All radii me .015" unless nota. SELVES 10 SINGLE :DUNG i oE' os ' all made from PIN 782266 020 0 J FLANGEMWE _ STILES 111' MlM12 STANDARD LENGTHS IFR:NIE ITEI RA CUT LENGTH rIN 23.5 INO ST1rPENER ILE UIRED 29.5 35.5 to 15.5 *782221 -<11.5 41.5 to <51 18.5 *782222 51 to 157.5 23 '792223 57.5 to<65.5 26+.25 *782224 65.5 to <70 29.5 `782225 Ill to 90 32.75 *782226 ' all made from PIN 782266 020 0 J (1) Stile Stiffener is required when FDW >36" (2) Interlock Stiffener is required tivhen FDW >36" MATERIAL: 6061 T6 ALUMINUM 192" STOCK LENGTH: PIN 782266 INSTALLED POSITION ACTUAL SIZE area, .241 Test sample complies with these detaits. Deviations are noted. Report# `l� B nate T 0S Tech EXTRUDED STIFfEVER TOLERANCING: 06111=1.063 BOW fN PLANE A =i,020@30" CAMBERIN PLANEB=1.020@30" Revision I: changed profile & formula for usage (DCO -0120.1, )-25-2005) T 11 leh r m a a F - SCALE: 2;( 1 .RAIIN.": PTU — DATE: 10-15-2004 IiXT�ZUD�D,l1I,U�4INUM INI'E�I,OCKISTILI� S`l'II ItI?NER DM fNu'Nun�aen -- SERIES 10 SINGLE HUNG ME -le -o FLANGE FRAME INTERLOCKSTIFFE,NCR STANDARD LENGTHS FRAn1E WIDT11 RAN G E CUT LEN GTII VIN 36 to <39.25 29.5 +782225 39.25 to <42.5 32.75 "782226 42.5 10<45.75 2227 45.75 to <49]��""782230 2228 49 to <522221 5210 <=54 + n8 mile frvm P/14 _ .. ......................... ..I-- 782266 .. .........._..............._ I .......__..__..__...._..._... (1) Stile Stiffener is required when FDW >36" (2) Interlock Stiffener is required tivhen FDW >36" MATERIAL: 6061 T6 ALUMINUM 192" STOCK LENGTH: PIN 782266 INSTALLED POSITION ACTUAL SIZE area, .241 Test sample complies with these detaits. Deviations are noted. Report# `l� B nate T 0S Tech EXTRUDED STIFfEVER TOLERANCING: 06111=1.063 BOW fN PLANE A =i,020@30" CAMBERIN PLANEB=1.020@30" Revision I: changed profile & formula for usage (DCO -0120.1, )-25-2005) T 11 leh r m a a F - SCALE: 2;( 1 .RAIIN.": PTU — DATE: 10-15-2004 IiXT�ZUD�D,l1I,U�4INUM INI'E�I,OCKISTILI� S`l'II ItI?NER DM fNu'Nun�aen -- SERIES 10 SINGLE HUNG ME -le -o Unless Noted 'Tolerance = f.020 Unless Noted All Radii =.030 Flange Frame Size Chart: FDW Range Cut Length P/tJ 35.5 to <4-1.5 33" *782216 41.5 to <47.5 39" *782217 47.5 to <54 45" '782218 * all made fi-om P/N 782265 (1) Nleettaii Stiffener is requited when FDW >36" MATERIAL: 6061. T6 ALUMINUM 192" STOCK LENGTH: P/N 782265 ` Arc hitecturat Testing Test sample t mpties with these detail: Devi tions are noted. Report# Date Terh .YZi7� m 71 Ap INSTALLED POSITION ACTUAL SIZE area:.764 weight:.878 1b./ft. EXTRUDED STIFFENER TOLERANCING: LENGTH = ±.063 BOW IN PLANE A = +.020 @ 30" CAMBER IN PLANE B = 4.020 @ 30" Revision 1: ch ped profile (DCO -0120.1, 1-25-2005 ) mmherma."Dtar SCALE: 2X PTU DA„ E: 1-31-2005 EXTRUDED ALUMINUM MI;ETRAIL STIFFENER MIMS 10 SINGLI HUNG 00E-17UAIBEA