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HomeMy WebLinkAbout2535 Mohawk Ave (3)Permit # : SS Job Address: J S� � N CITY OF SANFORD PERMIT APPLICATION Date: CEIVED �-12 5 2005 Description of Work: �C /`s1�(� 7/v V Historic District: Zoning: Value of Work: Permit Type: Building Electrical Electrical: New Service — # of AMPS Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets Occupancy Type: Residential Commercial Construction Type: # of Stories: Parcel it Owners Name & Add a � /Y1/; Contractor Name & Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: _ Address: Architect/Engineer Address: Mechanical Plumbing Fire Sprinkler/Alarm Pool Addition/Alteration Change of Service Temporary Pole Replacement New (Duct Layout & Energy Calc. Required) # of Water & Sewer Lines # of Gas Lines Plumbing Repair — Residential or Commercial Industrial Total Square Footage: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Contact Person: (Attach Proof of Ownership & Legal Description) Phone: ✓// ✓ / -3 --V State License Number: 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 -coning. 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 county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify th owner of the property of the requirements of Florida Lien Law, FS 713. Signature of Owner/Agent Date Signature of Contractor/Agent / � Y P nt/► wner/Agent e Print Contractor/Agent's Name iu a Signature of -Notary -State of Florida Date Signature of Notary -State of Florida 'j R '' MV �CM��11551�N # DD 164280 c� wne 0s APP G 0, t) of n20i Me or y S . � n APPLICATION APPROVED BY: Bldg: _rnv Zoning: (Initial & Date) Special Conditions: Contractor/Agent is Produced ID Utilities: (Initial & Date) Date Date Personally Known to Me or FD: (Initial & Date) (Initial & Date) % y-) to 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 1 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. I, & -- r/Uy 're , do hereby state that I am qualified and capable of performing the requested construction involved 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. Owner/Builder Signature Datet ;°A i Print Owner/Builder Name u3 m -� U7 s Z cGa t/� ITS ? Z A Signature 6f Notary—State of Florida Date o C5 6) ro Owner is Personally Known to Me or has Produced ID (� Seminole County Property Appraiser Get Information by Parcel Number Page I of I '.�'ARCEL DETAII 2a I.A — 2410) DAVID JOHNSON, CFA, ASA 27 6.0 PROPERTY220 W 0 APPRAISER 26 7 SEMINOLE COUNTY FL, 1 10 0 �101_ q 0 (n 241A a 1101 E. FIRST sT SAUFORD . FL3277t-1468 I.0 3 M 4C7-665-7506 -L— at tt 12.0 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 01-20-30-504-2000-0210 Number of Buildings: 1 Owner: WIRT GLEN & POLLY C Depreciated Bldg Value: $85,350 Mailing Address: PO BOX 408 Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD 772 Land Value (Market): $11,400 Property Address: 2535 m6HAWK A E SANFORD 32771 Land Value Ag: $0 Subdivision Name: DREAMWOLD A D Just/Market Value: $96,750 Tax District: SI-SANFORD Assessed Value (SOH): $56,345 Exemptions: 00-HOMESTE Exempt Value: $25,000 Dr: 01 -SINGLE AMILY Taxable Value: $31,345 Tax Estimator SALES Deed Date Book Page Amount Vac/Imp Qualified 2005 VALUE SUMMARY WARRANTY DEED 02/1996 03044 0109 $61,500 Improved Yes Tax Value(without SOH): $1,447 WARRANTY DEED 11/1988 02013 0313 $55,000 Improved No 2005 Tax Bill Amount: $593 WARRANTY DEED 07/1988 01972 1707 $59,000 Improved Yes Save Our Homes (SOH) Savings: $854 QUITCLAIM DEED 01/1977 01120 1377 $18,500 Improved No 2005 Taxable Value: $29,704 WARRANTY DEED 01/1973 01002 1514 $27,000 Improved Yes DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS; Pick... Method Units Price Value I FRONT FOOT & LEG LOT 21 BLK 20 DREAMWOLD PB 3 PG DEPTH 60 130 .000 200.00 $11,400 go BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1972 5 1,072 1,440 1,072 SIDING AVG $85,350 $101,006 Appendage / Sqft UTILITY UNFINISHED / 96 Appendage / Sqft ENCLOSED PORCH UNFINISHED/ 272 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. I*** Ifyou recently purchased a homesteaded property your next year's property tax will be based on Just/Market value, http://www.scpafl.org/pls/web/re—web.seminole_county—title?parcel=O 120305042000021... 10/25/2005 N0TIC-l'E OVV:::D FOR ,.TAININO --'T1j;:,i. TEST =� : ;: '—PPORT APED, E' . ' Fci SEE PRODUC i ITEr:r-:;'::_ ;i T'�IP�cTE PP—RFORMIANCE INFORMATION. �A-N1SI/AAMAJN-,A71ArDA 101/I.S.2-97 j4 �.�TEST REPORT -'JERMIT Rendered to: PELLA VTVDOWS AND DOORS SERIES/MODEL: 10 TYPE: Vinyl Single Hung Window Title Test Specimen #1 i Test Specimen #2 AA1,1A Rating E -R30 48 y 96 f P1 -R50* 42 x 72 i Operating Force 30 lb may. I N/A 4u Infiltration 0.06 cfin/$' N/A Water Resistance Test Pressure i 7.50 psf Uniform Load Deflection Test Pressure -30.0 psf j ±50.0 psf uniform Stnictural Load Test Pressure ±45.0 psf j 4-75.0 psf Forced Ent*y Resistance Grade 10 N!A Reference should be made to ATI Report No. 01-46488.02 for complete test spec men descriptior_ and data. 130 Derry Cour York, PA 17402-9405 Phone: 717.754.7700 lax: 717.704.4129 www.archtes..com -1 ANSI/AAMA/NIAI''V'DA 101/I.S.2-97 TEST REPORT Rendered to: PELLA VTDI ROWS AND DOORS 2000 Proline Place Gettysbm g; Pennsylvania 17325 Report No: 01-4648S.0 ' Test Date: 07/.'25/03 Thru: 08/08/03 Report Date: 10/20/03 Expiration Date: 08/08/07 Project Summary: Architectural Testing, Inc. (ATI) was contracted by Pella Windows and Doors to perform tests on two Series/Model 10, vinyl single hung windows. The samples tested successfully met the performance requirements for the following ratings: Test Snecirnen �'1: H -R30 48 x 96; Test Specimen 42: H R50* 42 x 72 General Note: An asterisk (*) next to the performance d rade indicates that the size tested for - optional perfornsance was smaller than the Gateway test size for the product type and class. Test Specification: The test specimens were evaluated in accordance with AN-VDIA 101/I.S.2-97, Volunta7�; SpecU2cations forAluna.inunr, Vinyl (PVC) and Wood Windows and Glass Doors. Test Specimen Description: Series/Model: 10 Type: Vinyl Single H1mg Windows Test Specimen #1: H -R30 48 x 96 Overall Size: 4' 0" wide by 8' 0" high Active Sash Size: 3' 10 "wide by 2' 11-1/8"hian Fixed Daylight Opening Size: 3' 8-15/16" wide by 4' 9-1/8"higi Screen Size: 3' 10-1 /16" vudde by 2' 10-3/8" hi�-i Glazing Type: 3/32" clear annealed (active sash), 1/8" clear annealed (fixed lite) 130 Derry Court York, PA 17402-9405 phone: 717.764.7700 'ax: 717.764.4129 www.archtest.com i AL Architectural Testing AANiA/NM MIDA 101/I.S.2-97 TEST REPORT Rendered to: PELLA WINDONA S AND DOORS SERIES/MODEL: 10 TYPE: P17C Single Hung Window Reference should be made to ATI Report No. 01-44887.04 for complete test specimen description and data. '30 Derry Court York, PA 17402-9405 phone: 717.764.7700 fax: 717.764.4129 www.archtest.com Summary of Results Summary of Results Title Specimen #1 Specimen #Z t Specimen +3 it A_ANLARating H -R]5 48 x 72 H -R50* 35 x 54 H -R40* 35 x 72 Operating Force 271b max. N/A i N/A Air Infiltration 0.12 cfm/ft' N./A 4-50.0 psf Water Resistance Test Pressure 9.0 psf _N/A N/A U-iifonn Load Deflection Test Pressure X15.0 psf =50.0 psf ±40.0 psf i Uniform Structural Load Test Pressure -22.5 Dsf 4-75.0 psf i ±50.0 psf Forced Entry Resistance Grade 10 -11 \7 NA Reference should be made to ATI Report No. 01-44887.04 for complete test specimen description and data. '30 Derry Court York, PA 17402-9405 phone: 717.764.7700 fax: 717.764.4129 www.archtest.com Summary of Results Title Specimen #4 Specimen 1775 AAMA Rating H -R50* 48 x 54 H -R5011 48 x 54 Operating Force N/A N. Air Infiltration N/A 0.14 cfr�/fi' Water Resistance Test Pressure N/A i 7.50 Dsf Unifon-n Load Deflection Test Pressure 4-50.0 psf ±50.0 Psf ' Unifoml Structural Load Test Pressure -75.4 Psf =75.0 psf Forced Entry Resistance N/A N/A Reference should be made to ATI Report No. 01-44887.04 for complete test specimen description and data. '30 Derry Court York, PA 17402-9405 phone: 717.764.7700 fax: 717.764.4129 www.archtest.com A4MA/NN87NA7DA 101/1.S:2-97 TEST REPORT Rendered to: PELLA WINDOWS AND DOORS 2000 Pro Nine Place Gettysburg, Pennsylvaiiia 17325 Report No: 01-4-488 7.04 Test Dates: 04/10/03 Through: 04/1 8/03 And: 10/%3/03 Repor' Date: 12/01 /03 Expiration Date: 04/18/07 Project Summan,: Architectural Testing, Inc. (ATI) was contracted by Pella Windows and Doors to perform tests on five Series/Model 10, PVC single hiinz windows. The samples tested successfully met the peifonnance requirements for the following ratings: Test Specimen #1: H -R15 48 x 72; Test Specimen #2: H -R501` 35 x 54; Test Specimen #3: H -R40* 35 x 722,- Test 2;Test Specimen #4: H R50* 48 x 54; and Test Specimen #5: H -R50* 48 x 54. General Note: _477 asterisk (*) next to the performance grade indicates that the size tested for optional performance was smaller than the Gateivciy test size.for the product type and class. Test Specification: The test specimens were evaluated in accordance A with AAMNVAA,TDA 101/1.S.2-9 7, Voluntary SoecJrcations forAluminum, Vinyl (PVC) and l�Yood ff'indolvs and Glass Doors. Test Specimen Description: Series/Model: 10 Tape: PVC Silagle Hung Window Test Specimen #I: H-Rl5 48 x 72 Overall Size: 4' 0" wide by 6' 0" high Sash Size: 3.' 10"wide by 2' 11- 1/16" hig1� Screen Size: 3' 10"wide by 2' 10-3/8"high Reinforcement: Galvanized steel reinforcing (Drawing #10-48) was utilized in the active mteting rail. PaG1-�48a7.G^ ,e 2 of 9 h(h Test Specimen Description: (Continued) Test Specimen #2: 14-R50" 35 x 54 7, Overall Size :2' l l - l; 21 ide b 4' 5D"hio Sash Size: 2'9-3/8" wide by 2'2" hila Reinforcement: Galvanized steel reinforcing (Drawing #10-48) was utilized in the active mecrmcr rail. Test Specimen 43: H -R40* 35 x 72 3 Overall Size: 2' 11-1/2"wide by 6' 0"high Sash Size: T 9-1/2"wide by 2' 11-7/16"hi2b Reinforcement: Galvanized steel reinforcing (Drawing #10-48) was utilized in the active meeting rail and stiles. Test Specimen #4: H -R50* 48 x 54 / Overall Size: 4'0" wide by 4'5-1/12" high Sash Size : Tl 0" wide by 2'2-1/4" hill: Reinforcement: Pulttuded fiberglass reinforcing (Drawing #10-46) was trtiiiAi1; d tl,e fixQd meeting rail. Galvanized steel (Drawing #10-48) was utilized inthe active meeting rail. Test Specimen #5: H -R50* 48 x 54 Overall Size: 4' 0" wide by 4' 5-1/2" high Sash Size: 3' 10" wide by 2' 2-1/4" high Reinforcement: Galvanized steel was utilized in the active meeting rail (Drawing #10-48). Galvanized steel reinforcement was utilized in the fixed meeting rail (Drawing #10- 46, Revised 9/5/03). ol-a4SS7.a^ Page ; of 9 Test Specimen Description: (Continued) The following descriptions apple to all specimens. Finish All PVC was white Glazing Details: All glass was comprised of 11/16" thick sealed insulating glass fabricated usii.g two sheets of clear annealed glass with an lnterceptT"' spacer systcin. All glass was exterior glazed against dual -sided adhesive foam tape and secured with PVC glazing beads. W eatherstripping : Description Ouantity—location 0.187" backed by 0.250" 1 Row Bottom rail; fixed and active high polypile with 'ma meeting rail. 0.187" backed by 0.250" 2 Rows Stiles high polypile with im 0.187" backed by 0.190" 1 Row Exterior of bottom rail high polypile with fin Frame Construction: All frame members were constructed of extruded PVC. All corners were mitered and welded. The fixed meeting rail was secured with two #6 by 1-5/8" screws per end trough each jamb. Sash Construction: All sash members were constructed of extruded PVC. All corners were mitered and welded. Screen Construction: The screen was constructed cf'roll-formed aluminum With plastic corne_- keys. The fiberglass mesh was secured utilizing a flexible vinyl spline. Hardware: Description Quanti Location Block and tackle balance 2 One each jamb Metal cam lock with 1 Midspan of meeting tail adjacent keeper Plastic flush mounted 2 Ends of active meeting rail tilt latches Metal tilt pin 2 Ends of bottorn rail 01-44897.04 Pale q cf 9 Test Specimen Description: (Contuiued) Drainage: Description Quantity Location 3/8" long by 1/8" wide 2 3-1/2" fiom ends of bottom: rail 1" long by 1/4" wide 2 2" noun each end of sill draining -die interior channel. to tone hollow below 1-1/2" long by IA" high 2 1-1/2" from ends of sill draining the interior hollow to the center hollow I" long by 1/4" higl� 2 1-1/2 " nom ends of sill drainirig the center hollow to the exterior hollow 1/2" long by 1/4" higli 2 1-1/2" from ends of the exterior wail draining the exterior hollow Installation: Each window was installed into a 42 Spruce -Pine. -Fir wood test buck. The integra - nail flange was set against a bed of silicone and secured with #6 by 1-3/8" screws with 1/4" fender washers located 5" none each end and 8" on center. Test Results: The results are tabulated as follows: Paragraph Title of Test - Test Method Results Allowed Test Specimen #1: H -R! 5 48 x 72 2.2.1.6.1 Operating Force 27 lbs max. 30 Ibs max. 2.12 Air Infiltration (ASTM E 283-99) @ 1.57 psf (25 mph) 0.12 cfrn/ft' 0.3 cnn ft` rnax. Note #I: The tested specimen meets the performance levels specified in AA_7YI'A/7V7f/7,TA 101/LS.2-97.for air infiltration. 1.3 Water Resistance (ASTM E 547-00) (with and without screen) WTP = 2.86 psf No leakage No leakage 01-44887.E Page 5 of Test Results: (Continued) Parao-ra'Q Title of Test - Test Method Results Allowed Test Specimen #1: H -R15 48 x 72 (Continued) 2.1.4.1 Uniform Load Deflection (ASTM E 330-97) (Deflections reported were taken on the fixed meeting rail) (Loads were held for 52 seconds) 15.0 psf (positive) 0.52" See Note 4,2 15.0 psf (negative) 0.58" See. Note �2 2.1.4.1 Upiforro, Load Deflection (ASTM E 330-97) (Deflections reported were taken on the sash stile) (Loads were held for 52 seconds) 15.0 psf (positive) 0.40" See Note 42 15.0 psf (negative) 0.11" See Note #2 Note #2: The Uniforrn Load Deflection test is not. an AAMAMF/TMA 101/1..S.%-97 regcciren?ertit for t12is product designation. The data is reported for in-, 7-Matio7;. 022' 2.1.4.2 Uniform Load Structural (ASTM E 330-97) (Permanent sets reported were taken on the fixed meeting rail) (Loads were held for 10 seconds) 22.5 psf (positive) 0.09" 0.18" max. 22.5 psf (negative) 0.10" 0.18" max. 2.1.4.2 Uniform Load Structural (ASTM E 330-97) (Permanent sets reported were taken on the sash stile) (Loads were held for 10 seconds) 22.5 psf (positive) 0.02" 0.13" max. 22.5 psf (negative) 0.01" 0.13" max. 2.2.1.6.2 Deglazing Test (ASTM E 987-88) In operating direction at 70 lbs Top rail 0.14"/28% 0.50"/100% Bottom rail 0.12'124% 0.50"/100% In remaining direction at 50 lbs Left stile Right stile 0.08"/16% 0.50"1100% 0.09"/18% 0.50';100% 01 -44887.04 - Pa -t 6 of 9 Test Results: (Continued) Parasraph Title of Test - Test Method Results Allowed Test Specimen #1: E -R15 48 x 72 (Continued) 2.1.7 Welded Corner Test Meets as stated Meets as stated 2.1.8 Forced Entry Resistance (ASTM F 588-97) Type: A Grade: 10 Lock Manipulation Test No entry No entry Test Al through A5 No entry No entry Test A7 No entry No enity Lock Manipulation Test No entry N o en zry Opiional Peizoimance 43 Water Resistance (ASTM E 547-00) (with and without screen) WTP = 9.0 psf No leakage No leakage Test Specimen #2: H -R50* 35 x 54 Optional Performance 4.4.1 Uniform Load Deflection (ASTM E 330-97) (Deflections reported were taken on the fixed meeting r�J, (Loads were held for 52 seconds) 50.0 psf (positive) 0.47" See Note #2 50.0 psf (negative) 0.45" See Note 2 4.4.1 Uniform Load Deflection (ASTM E 330-97) (Deflections repotted were taken on the sash stile) (Loads were held for 52 seconds) 50.0 psf (positive) 0.29" See Note #7 50.0 psf (negative) 0.06" See Note #2 Test Results: (Continued) Paragrauh Title of Test - Test Method Results Test Specimen #2: H -R50* 35 x 54 (Continued) Optional. Performance 4.4.2 Uniform Load Structural (ASTM E. 330-97) (Permanent sets reported were taken on tree fixed meeting rail) (Loads were held for 10 seconds) 75.0 psf (positive) 0.091, 75.0 psf (negative) 0.10" 4.4.2 Unifonn Load Structural (ASTM E 330-97) (Permanent sets reported were taken on the sash stile) (Loads were held for 10 seconds) @ 75.0 psf (positive) 0.02" @ 75.0 psf (negative) <0.01" Test Specimen #3: H -R40* 35 x 72 Optional Peifor mance 4.4.1 Unifonu Load Deflection (ASTM E 33 0- 9 7) (Deflections reported were taken on the fixed meeting rail) (Loads were held for 52 seconds) 01-44587.04 Page 7 of 9 Allowed 0.14"" r,a 0.14'' rnax 0.10" max. 0.10" max. 40.0 psf (positive) 0.46" See Note #2 40.0 psf (negative) 0.54" See Note #2 4.4.1 Unifomm Load Deflection (ASTM E 330-97) (Deflections reported were taken on the sash stile) (Loads were held for 52 seconds) 40.0 psf (positive) 0.43" See Note #2 40.0 psf (negative) 0.09" See Note +2 4.4.2 Uniforr Load Structural (ASTM E 330-97) (Permanent sets reported were taken on the fixed meeting tail) (Loads were held for 10 seconds) 60.0 psf (positive) 0.05" 0.13" max. 60.0 psi' (negative) 0.09" 0.13" tr,ax 0-44587.04 Pacre a of 9 Test Results: (Continued) Paraorauh Tule of Test - Test Method Results Allowed Test Specimen 41 H -R40* 35 x 72 (Continued) Optional Performance 4.4.2 Unifoml Load Structural (ASTM E 330-97) (Permanent sets reported were taken on the sash stile) (Loads were held for 10 seconds) 60.0 psf (positive) 0.02" 0.14" mla;,. 60.0 psf (negative) <0.01" 0.14" max. Test Specimen #4: H -R50* 48 x 54 Optional. Perfonnance 4.4.1 Unifoml Load Deflection (ASTM E 330-97) (Deflections reported were taken on the fixed meeting rail) (Loads were held for 52 seconds) 50.0 psf (positive) 0.99" See Note #2 50.0psf(negative) 1.07" See Note Y2 4.4. 11 Unifom Load Deflection (ASTM E 330-97) (Deflections reported were taken on the sash stile) (Loads were held for 52 seconds) 50.0 psf (positive) 0.42" See N'oie #2 50.0 psf (negative) 0.06" See Note #2 4.4.2 Uniform Load Structural (ASTM E 330-97) Immanent sets reported were taken on the fixed meeting rail) (Loads were held for 10 seconds) 75.0 psf �posi ive) 0.13" 0.IS " max 75.0 psf (negative) 0.12" 0.18" max. 4.4.2 Uniform Load Structural (ASTM E 330-97) (Pennanent sets reported were taken on the sash st-Ole) (Loads were held for 10 seconds) 75.0 psf positive) 0.04" 0. i 1 " ?max. 75.0 psf (negative) <0.01" 0.11" max. 01-44887,04 Page 9 of 9 Test Results: (Continued) Parazra-Dh Title of Test - Test Method Results Allowed Test. -Specimen 45: H -R50" 48 x 54 Optional Performance 4.3 Water Resistance (ASTM E 547-00) (with and without screen) WTP = 7.50 psf No leakage No leakage 4.4.1 Uniform Load Deflection (ASTM E 330-97) (Deflections reported were taken on the fixed meeting rail) (Loads were held for 52 seconds) 50.0 psf (positive) 0.72" See Note *2 50.0 psf (negative) 0.73" See Note 42 4.4.2 Uniform Load Structural (ASTM E 330-97) (Permanent sets reported were taken on the fixed meeting rail) CLoads were held for 10 seconds) 75.0 psf (positive) 0.04" 0.18" max. 75.0 psf (negative) <0.04" 0.18" max. Detailed drawings, representative samples of the test specimen, and a copy of this report wiIbe retained by ATI for a period of four years. 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 repo; does not constitute certification of this product; which may only be granted by the certification prograim administrator. This report may not be reproduced, except in full without approval of Architectural Testing. For ARCHITECTURAL TESTING, INC: Dig tally Signed by: Eric Westphal [ ig"daliv Signed.by:'Staven ML Urich Eric Westphal Steven M. InchP, E Technician Senior Pr©�ect�tmgmnee> gal EW:nlb F i 01-44887.04 a 9- 5; ., 1 0-1-40-188.02 Test Specimen Description: (Continued) Test Specimen #2: H -R50* a2 x 72 Overall Size: 3' 6" wide by 6' 0" high Active Sash Size: 3' 4" wide by 2' 11-3/8"high Fixed Daylight Opening Size: 3' 2-15/16"wideby 2' 9-13/16"hija Screen Size: 3' 4-1/8"wide by 2' 10-5/8" high Glazing T}Te: 3/32" clear annealed (active sash and fixed lite) Tke following descriptions apply to all Specimens. Finish Ail vinyl was white. Glazing Details: The active sash utilized 3/4" thick sealed insulating glass fab-icated from two sheets of 3/32" clear annealed glass and an Intercept` spacer system. The sash was interior glazed against dual sided adhesive foam tape and secured with vinyl snap -in glazing beads. The fixed lite utilized 3/4" thick sealed insulating glass fabricated from two sheets of I/8 clear annealed glass and as InterceptTr'= spacer system. The fixed lite was exterior glazed agast dual sided adhesive foam tape and secured with vinyl snap -in gl ng beads. Weatherstripping: Description Ouantity Location 0.187" backed by 0.250" high 1 Row interior vertical sit: leg and polypile with center fin bottom rail 0.1811 " backed by 0.230" high 1 Row Interior meeting rail polypile with center fin 0.137" backed by 0.250" high 2 Rows Stiles polypile with center fin 0.1 S7" backed by 0.190" high 1 Row Bottom rail polypile with center fin 01-46;S8.02 Test Specimen Description.: (Continued) Frame Construction: All f mae members were constructed of extruded vinyl. AL frame corners were n tiered and welded. The ends of -,die interior and center vertical sL1 legs were sealed with silicone. The fixed meetins rail was secured to the jambs with two #6 x 1-5/8" flat head s*anless steel screws per end and the ends were sealed with silicone. Sash Construction: AL sash members were constructed of extruded :-nyl. AL sash corners were mitered and welded. Screen Construction: All screen members were constructed of roll-fonned alli=' im. All comers were keyed. The screen mesh was secured with a flexible vinyl spine. A horizontal rnember was otilized at the n-udspan of the screen stiles. Hardware: Descriptio uantty Location Metal ca -n lock I Midspan of interior mectng rail Metal keeper 1 Midspan of fixed meeting rel Plastic tilt latch 2 Ends of interior meeting rail Metal Divot bar 2 Ends of bottom rail Block and tackle balance system 2 One per iamb Spring loaded latch pin 2 6" from bottom of each screen stile Drainage: Descriptio Location 3/8" wide by 1/8" 2 3-9/16" from ends ofbottom rail high weepslot 11/16" wide by 3/16" 2 Ends of sill screen track high weepslot 3/4" wide by 1/8" 2 1-1/2" from ends of interior high weepslot sash track 1/2" wide by 1/8" 2 1-9/16" from ends of sill :ace high weepslot 13/16" wide by 3/16" 2 Enos of vertical_ leg of interior high weepslot sill hollow 13/16" wide by 3/16" 2 Ends of vertical leg of exterior high weepslot y sill hollow 01-46485.02 Test Specimen Description: (Continued) Reinforcement: Tlie fixed meeting rail, interior meeting rat and stiles utilized custom stee_ reinforcement. Installation: The window was installed into a Spruce -Pine -Fir #2 wood buck. Tne widow was fastened with #8 x 1-1/2" flat head wood screws with 1/4" metal fender washers. Seven fasteners and washers were utilized per head and sill 4" from ends and 9" on center. Tairteen fasteners were unlized per jamb 4" from ends and 8" on center except at the nLaspan where one fastener and washer was fastened 4" on center. The flame was bedded in silicone. Test Results: The results are tabulated as follows: Para!zraph Title of Test - Test Method Results Allowed Test Specimen 41: Gateway Performance Specimen H -R30 48 x 96 2.2.1.6.1 Operating Force 30 Is 30 lbs max. 2.1.2 Air 11-IfLltration (_ASTM E 283-91) 0.0 @ 1.57 psf (25 mph) 6 cfrn/ft` 0.3 cfrn/fr- max w Note #I: The tested specimen meets the peformance levels specified in ANSI/AAN'.�A/_NTf7WDA 101/I.S. 2-97 fol- ail infiltl anon. 2,1,3 Water Resistance (ASTM E 547) See Note #2 (witia and without screen) Note #2: The client opted to start at a pressure higher than the miniMUm required. Those results are listed under "Optional Pe formance ". 2.1.4.1 Uniform Load Deflection (ASTM E 330- 97) (Deflections reported were taken on the meeting rail) @ 15.0 psf (positive) 0.23" See Note #3 @ 15.0 psf (negative) 0.21" See Note #3 Nate #3: The Unifprni Load Deflection test is 710t an. ANSI/14g1✓1.4/N IDA 101/I.S,2-97 for this desi( nation. The data is recorded in t' is IOn report fO7- ?71f0? -Mat' requirement product 0121)'. 2.1.4.2 Uniform Load Structural (ASTM E 330-97) (Permanent Sets reported were taken on the meeting rail) @ 22.5 psf (positive) 0.01" 0.19" rnax. @ 22.5 psf (negative) 0.04" 0.19" max. 011-46499.02 Test Results: (Continued) Paragraph Title of Test - Test Method Results Ahowe a' Test Specimen #i: (Continued) No leakage 4.4.1 Teniform Load Deflection (_ASTM E330-97) 2.2.1.6.2 Deglazing Test (ASTM E 987-88) @ 30.0 psf positive) 0.45" See Note #'2 ha operating direction at 70 lbs See Note #2 4.4.2 Uniform Load Structural (ASTM E 330-97) Meeting rail 0.20'/40.0°io 0.50"/100% 0.19" max. Bottom rail 0.23"/46.0°0 0.50"/100% In remaining direction at 501bs LN$stile 0.23"/46.0% 0.50"/100% Ri& stile 0.10"/20.0%P150,11/100% 2.1.7 Welded Comer 'fest Meets as stated leets as stated 2.1.8 Forced Entry Resistance (ASTM F 588-97) Type: A Grade: 10 Lock Manipulation Test No entry No entry Test Al thn: A5 No entry No en-Ity Test A7 No ent. y No end: Lock Manipulation Test No entry, No en my Optional Performance 4.3 Water Resistance (ASTM E 547-00) (with and without screen) WTP = 7.50 psf No leakage No leakage 4.4.1 Teniform Load Deflection (_ASTM E330-97) (Deflections reported were taken on the meeting rail) @ 30.0 psf positive) 0.45" See Note #'2 @ 30.0 psi (negative) 0.68" See Note #2 4.4.2 Uniform Load Structural (ASTM E 330-97) (Permanent Sets reported were taken on the meeting rail) @ 45.0 psf Lposiiive) 0.14" 0.19" max. @ 45.0 psf (negative) 0.12" 0.19" I=. 01-46483.0-2 Page 5 of 6 Test Results: (Continued) Paragraph Title of Test - Test Method Results Allowed Test Specimen #2: H -R50 42 x 72 Optional Performance 4.4.1 "Uniform Load Deflection (ASTM E 330-97) (Deflections reported were taken on the meeting rail) @ 50.0 psf (positive) 0.41" See Note 42 @ 5 0. 0 psf (negative) 0.52" See Note + 2 4.4.2 Uniform Load Structural (ASTM E 330-97) (Permanent Sets reported were taken on the meeting rail) @ 75.0 psf (positive) 0.0 0.1 max. @ 75.0 psf (negative) 0.10" 0 • 16" max. Detailed drawings, representative samples of the test specimen, and a copy of this report wi-E be retained by ATI for a period of four years. 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 ��nich may only be granted by the certification program administrator. This report may not be reproduced except in fbE without approval of Architectural Testing. For ARCIETECTURAL TESTING. INC: q W6 Oiahally Signad by: Jay Leader Jay Leader T echnician 3L:baw e1 -4648S:02 � /,- 2 �/ Digitally Signed by: Steven M. Urich Steven M. Urich, P.E. Senior Project Enzineer DOCUMENT CONTROL ADDENDUM #01-46485.00 Current Issue Date: 10!201103 Report No.: 01-46488.01 Requested bv, -. Aaron Hancock, Pella VYindums and Doors Purpose: ANSliA jA \7%VJDA 101/l.S.2-97 testing oI 5eresModei 1G, vinyl s ^.ale hung window. Issued Date: 09/02/03 Comments: ReportNo.: 01-46488.02 Requested by: Aaron Hancock, Pella Windows and Doors Purpose: Added Florida P.E. Seal to report. Issued Date: 10/20/03 Comments: Florida P.E. seal required on report. TYP a row wruwT ON C VOYP • 6 Per Wed framing member • 2 per Wmntal framing member Htopa Od ddb plater togvire two 2.112" tang :areas per locallom • WWM of door unIt plus 112" • HeIgM of door unit plus 114" �lerrerA Ted 00 R&Ww GMk9Y 0302WA, ►a02 Wt Iia AUX�e CaWrear esppyor{t YlneleM mafrk itOge117kOe1, O� Ohl. OD/; la -em ppb arra, 001; �ODt c"US 1.00Z Wl� 001 eA®U®I hihnnmoe - awNrbM fwm e■ RSMri1 w6dh (�adbaetaomn}. Ina Mmai� wewYteMa (www.micwia aw") ur Ce Yfee*ae WNW anon. Latching Hardware: • Comptiarxe requires that GRADE 3 or bettef (ANSUBHMA A156.2) eyllndrlral and deadlock hardware he installed. + UNITS CGVERED BY COP DOCUMENT 0246% 02611% 8211', 9218, 8261' or 3266 Compliame requires that 8' GRADE 1 (ANSUB)4MAA156.16) surface bole be installed an Wch side of active door panel— (1) at top and (1) at bottom. 'Based on required Design Pressure — see CDP %hart for details. Notes. 1, AnOhor calculations have been carried out with tine Most (least) fastener rating from the different fastepers being considered for use. Jamb and head fasteners analyzed for this unit Include N and MO wood screws or 3116' Tapcons. Threshold fasteners analysed for this unit Incluse 18 and #10 wood screws, 3116" Tapcons, or Liquid Nails Builders Crake 490 (or equal structural adhesive). 2. The wood screw single shear design values come from Table 11.3A of ANSUAF & PA NOS for southern pine lumber with a side member thlckiwss of 1-114" and achievement of mkdmum embedment The 3/16" Tap0on single shear design values come from the ITW and ELGD Dade Country approvals respectively, each with minimum 1.1/4" embedment. 3. Wood bucks by ottmrs, must be anchored property to transfer bads to the structure. a«.w,..a w� a groom u�wrm mrs �,m. ro+a..nt►ra.a rrr wy+a w error raerr +sro. :I 1 rr'91t:iP,�'1 1jej.10 la' TUosepj-689'Y499S :;V (I 41 S(11)'i6;,7,;`F;(i F.. 2005-06-06 13-48 407"389-1021 2604 MILLWORK p 213 1 � . i � � �•= �COP�,I'Vl f 7eA�y D7 -U ' �`•a WOOL) -EDGE STEM, DOORS APPROVED AR'HANtr'E�7EHT hole. Units Ot atter MM are efterad by this report as Wo m the pee,el used does not Single Door eemm�w eie= +76,01-76.0 Lew�r11iu � oras sp�u aapf dd c� � mra Lew 1'Alsslle Irapact Hesis nws Hurricane protective system (Shutters) is NOT REQUIRED, =,====wr. If: edPoen nneMee � � sma geap.{rrrt�, a aam�rra >7 A7CE >�r. MIIY111111A1i ASEEMeLY DETAfL: comi"wce rcqulres liul minimum assembly ditf],5 !save Gown fr)8o%"d we MAD-WL•hMADON-0Z Ml%'MUM INSTAIlMON DETAIL C4mpllance 1Zg1I FU Ihat minlntum MSf IMon daW( have been fntlowed — see MtaWL MAU=.02. APPAVVM DQDFt STYLES: 1� Igo! r —► fa© L 0103 0� a� L87 Q a0 �13Q CID man mro, ems. s: co.sd w*-5-P"q Ift .row JLLq trK ma .A��Itl �cFWifIM�IF.dIp �C.OnllllW MMq 7/Z d N80MIIIW-07LL Z8LL-LL6-LO7 92.60 SL-OL-SOOZ X ® 1' I I Opaque Inswing Unit WOOD -EDGE STEEL DOORS CERTIFIED TEST REPORTS: NCTL 210-2929-1 Certifying Engineer and License Number. Gerry Ferrara, P.E. / 11985. Unit Tested in Accordance with Miami -Dade BCCO PA201, PA202 and PA203. Door panels constructed from 26 -gauge 0.017" thick steel skins. Both stiles constructed from wood. Top and rails constructed either wood or steel. Bottom end rails constructed from either wood or steel. Interior cavity of slab filled with rigid polyurethane foam core. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA201, PA202 6 PA203 COMPANY NAME CRI: STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). 1. / / &at 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 June 16, 2003 0, _d"V pow" of p V64 inpt"m0 . snipe am peri 000 kkoxt b d.os WMW roe.. ten 4 14eM \�S *=—mm Teel Data Review Certificate 13026447A, 130264176,130264170 and COP/resl Repo�1 Validation Mat* 1302607A -M.130264/76-001, I3026447C-001 provides add OUI bdorma0on -I=eva6abb 1the RS/WH webshe (www.eftwft.cam), the Uasonhe websNe (www.rt 0dte.wm) or the tvlasoNte technical coder. lR7 Page 4 of 8 JIEJADQR— Report # -772W (4) SEQUENCE OF TESTS PERFORMED X X Specimen 1 Specimens 2, 3, &4 Deflection Gauges Set At Boxes 1, 2 & 3 — Measurements were taken with three CDI 5" dial indicators: location #1 SN993413562, location #2 -SN 001516610, location #3 -SN 982539153 Test Results: Test Sequence: PA 202 1. Air Infiltration 2. %2 Test Pressure Positive 3. 'i4 Test Pressure Negative 4. Design Pressure Positive 5. Design Pressure Negative 6. Water Infiltration Positive Direction 7. Full Test pressure positive 8. Full Test Pressure Negative 9. Forced Entry AIR INFILTRATION Air Infiltration Tests were conducted in accordance with DCBCCD PA 202-94 Air at 1.57 psf Actual Allowable Specimen 1 In -swing 0.04 CFWSQ FT 0.34 CFM/SQ FT Specimen 2 Out -swing 0.00 CFWSQ FT 0.34 CFWSQ FT Specimen 3 Out -swing 0.02 CBVSQ FT 0.34 CFM/SQ FT Specimen 4 Out -swing 0.02 CFWSQ FT 0.34 CFM/SQ FT , v% WATER INFJLTRATION TEST IJ. S y I S`�©= 7 Z), c; Water Infiltration Test was conducted in accordance with DCBCCD PA 202 — 94 S ecimen 1. In -swing Water @ 0.00 psf for 15 min. Result: No water enetration over sill Specimen 2 Out -swing Water @ 10.5 p or 15 min. Result: No water penetration over s Specimen 3 Out -swing Water @ 10.5 psf for 15 min. Result: No waxer penetration over sill Specimen 4 Out -swing Water @ 10.5 psf for 15 min. Result: No water penetration over Masonite Exterior Door Products -3, 5.2.6 5.2.5 5.2.7 5.2.4 TEST RESULTS (Cont.) Specimen No. 1- Inswing Water Penetration 5.0 gph/ft2 WTP=2.86 psf (15 min.) No Leakage Uniform Loads NCTL-210-2929-1 No Leakage Full Load - 30 seconds Permanent Set 114.0 psf exterior 0.309' 0.318" 114.0 psf interior 0.013" 0.318" TEST RESULTS Specimen No. 2 - Inswing Air Infiltration - ASTM E283 Air Infiltration - ASTM E283 1.57 psf (25 mph) 0.1 cfm/ft2 0.2 cfm/ft2 0.2 cfm/ft2 (0.11 cf3n/ft2) (0.11 cfm/ft2) Design Loads - 30 seconds Deflection Deflection 76.0 psf exterior design pressure 0.439" 0.453" 76 0 of interior design pressure 0.098" 0.453" . p 5.2.6 Water Penetration 5.0 gph/ft2 WTP=2.86 psf (15 min.) No Leakage 5.2.5 Uniform Loads 5.2.7 5.2.4 5.2.4 5.2.5 No Leakage Full Load - 30 seconds Permanent Set 114.0 psf exterior 0.317" 0.318" 114.0 psf interior 0.096" 0.318" TS TEST R�3- Specimen Noutswing Air Infiltration - ASTM E283 1.57 psf (25 mph) 0.1 cfm/ft2 0.2 cfm/ft2 (0.11 cfm/ft2) Design Loads - 30 seconds Deflection 76.0 psf exterior design pressure 0.121" 0.453" 76 0 psf interior design pressure 0.440" 0.453" Water Penetration 5.0 gph/ft2 WTP=8.25 psf (15 min.) No Leakage No Leakage Uniform Loads Full Load - 30 seconds Permanent -Set- 114.0 et114.0 psf exterior 0.161" 0.318" I u ac 0 3 J J a N Ol O All O O N VIER DOOR TYLES EMBOSS r i NARR(11,d 6 PANEL `� JS 13,16- "� Maa 79 T- V L U S H T YP. I p6i�DUCi'QENl;W�-11 �+i.o,�Aar.owrwcwm�r ,/HAA CAWiAf R.lCFK RtWX WRY SXTIAI-1033--1 nni SH F T 4 OF 4 IUIU� h T'rendor g �� ACCEPrANCIE No.: 0-1-103L91 APPROVEID; I%�embar i] 2 EXPIRES: NOVeMbee 16. 20% N r ri c C>E• T C T 1. Renewal of this Acerptevtce t;4pprova11 shatl be considered after a renewal a and the original ht (S)tted docutttctttdljon, including test suppottipg data. taBpp Crtng documents, are eta older than eight (8) yds 2. Any aFtd all approved products shall bee anently and the following statement: "Miami-DedrnComy Produclabelet Conhts�oi q artvlacturtr's tattle, city, state, fic conditions of this Acceptance. pproved", or es spcdfi ally stated in the speci 3• Renewals of Acceptance will not be considered if: s) There has been a change in the South Florida Building Code affecting the evaluation ofthi3 product and the product is not in compliance with the approved; code er the changes: b) The product is no lou t) If the Ace B sante product (identical) as the one origina!!y Acceptance holder has not complied cal) al of this acceptance, including the correct irtsroltation of the product; l the req d) The cn ed i. who originally Ptepured, signed and sealed the required do submitted is no longer practicing the engineering q cutnentation initially 4. Any revision or change ' B Profession_ automatically be cause for t e mations, use, and/or manufacture of the product or process shall requested (through enation of this Acceptance, unlcss prior wrinen appzov� }las been B the filing ofa revision application with appt+opriate fee) and granted by this office. S. Any of the following shall also be grounds for removal of this Acceptance, a) Udsatisfactory parformaace of this product or process. b) Misuse of this Acceptance as an endorsement of any product, purpose for sales, advertisingar env _ otbtr 6- The Notice of Acceptance number preteded by the words Miami -Dade Cotut by the expiration date may be displayed in cdvertisin lite tY, Florida, Acceptance is displayed, then it shall he done in its entirety If an an followed Y portion of the Notice of 7. A copy of this Acceptance as welt as a be provided to the user b PProved drawings and other documents, where it applies, shall Y the manufacturer or its distributors and shall be available for inspeetian et the jab site at all time. The engineer need riot reseal the copies. S. Failure to comply with arty section of this Accept�7ce shall bt cause Acceptance. for tc nnination and rerrtuv$1 of 9. This Notice of Acceptance consist" pages 1 . 2 and OF')I'j�jS this last page 3 ACCEPTANCE Raul Rom tz. Chief 3 P"'duct Control Division �A d Amomlllw-ML Z8L6-LL6-L07 9Z-60 56-06-5002