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Home My WebLink About2585 Cameron Ave (3),0 mit H - d�efs 11\r- CITY OF SANFORD PERMr f APPLICATfON —8I� Date ►—S—o� 0117 _!C(_� cuiption o.f.-Work:c)��t(XA Total Square Footage for tc District _ Zoning: Value of \Vo_, 0�_— mit Type: BuildingElectrical Mechanical Plumbing Fire Sprinkler/Alarm _Pool ctrical: New Service - # of AMPS Addition/Altetation Change of Servicc __ fcmhorary Pole chanical: Residential Non -Residential Replacement New (Duct Layout & Encrgy Calc. Required) mbiug/ New Commercial- # of Fixtures # of Water & Sewer Lines d of Gas Lines mbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial upancy Type: Residential Commercial Industrial istruction Type: _ tt of Stories: A— # of Dwelling Units: Flood Zone (FEMA form required ) IccsName '&-Address l �5%S_rc PPL, 7% -- tractor Namc & Address: ae & Far: ding Company rens tgagc lender: ress: utect/F.ngineer ress: Contact Person: State License Number: Phone: Fax. hone: ication is hereby made to obtain a permit to doth,- work and installations as indicated i certify that no «ort: or installation has commenced prior to the nee 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 sl$aratc it must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS. HEATERS, TANKS, and CONDITIONERS, etc. tER'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 ruction and zoning WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING -E FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN DRNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. ICE: 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 ounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. ptance of permiks-verification I�will RIC wrt�r of operty of the requirements of Florida Lien Law, FS 713 Signature tofpOwner/Agenti1,+ �'Uate � Signature of Contractor/Agent -� r r.L,l. � � 7107 ure o - tF� Date Z DEBBIE BLANTON MY COMMISSION #' DD 188491 EXPIRES: February 25, 2007 1.800 -3 -NOTARY FL N Produced ID Kn :OVALS: ZONING: al Conditions: 3/2006 ,vitro Print Contractor/Agent's Name Signature of Notary -State of Florida Contractor/Agent is Produced ID — f,; ENG Date Date Personally Known to Me or 11a�60T BLDG: 6,4-1,00 r f 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 $75,000, 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 $75,000. 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 `'+sr�� "� , 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 b .1 w on the permitted structure. Owner/Builder Signature 3COr//iii VX, `� Print Owner/Builder Name �►. ��`161 20 Fs con h m• �� Signature of Notary—State of Fl �,0 ;�� @� uae �� • O�c`�\ 9 pU6UC11 Owner is Pers finally Known to Me Produced ID AL Architectural Testing ANSI/AAMAINWWDA 101/1.5.2-97 TEST REPORT Rendered to: MI WINDOWS AND DOORS, INC. SERIESIMODEL, 740/3740 (Fin and Flange) PRODUCT TYPE: Aluminum Single Dung (single glazed with 3116" annealed glass) 130 Derry Court York, PA 17402.9405 phone: 717.764.7700 fax: 717-764.4129 www, archtest. COM Summary of Results Test Test Test Title S ecimen #1 S ecimen 42 Specimen #3 Description Flan e - E ual Lite Fin - Equal Lite Flange - Oriel Latin H -R'-)5 53 x 72 H -R35 52 x 71 H -R45 53 x 72 2peratinB Force 19 lbf max, 10 lbf max. N/A Air Infiltration 0,11 cfin/ ft 0.12 cfnVf NIA Water Resistauce Test iessure 6.75 psf 6.75 sf N/A +25.9 psf +35.3 psf +45.0 psf Uniform Load Deflection Test Pressure _34 7 Psf -47,2 sf _+_-47.2 Psf -45.6 psf +53.0 psf +67.5 psf Uniform Load Structural Test Pressure -52.1 Psf -70.8 psf -70.8 psf Forced Entry Resistance Grade 10 Grade 10 N/A Reference should be made to AT] Report No. 42250.02-122-47 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 + 7. Architectural Testing ANSUAAMA/NWWDA 1011I.S.2-97 TEST REPORT Rendered to: MI WINDOWS AND DOORS, INC. P.O. Box 370 Gratz, Pennsylvania 17030-0370 Report No.: Test Dates: Through Report Date: Expiration Date: 42250.02-122-47 02/04/05 02/17:05 02/17/05 02/17/09 Project Summary: Architectural Testing, Inc. (ATI) was contracted by Ml Windows and Doors, Inc., to witness testing on three Series/Model 140/3740 (Fin and Flange), alutninum single hung windows at MI Windows and Doors, Inc., test facility in Elizabethville. Pennsylvania. The samples tested successfully met the performance requirements for the following ratings: Test Specimen #l: H -R25 53 x 72, Test Specimen {#2: H -R35 52 x 71, Test Specimen #3: H -R45 53 x 72. Test specimen description and results are reported herein. Test Specification: The test specimens were evaluated in accordance with ANSUAAMA/NWWDA 101/I.S.2-97, Voluntary Specifications fnr Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors_ Test Specimen Description: Series/Model: 740/3740 (Fin and Flange) Product Type- Aluminum Single Hung (single glazed with 3/16" annealed glass) Test Specimen #1: H -R25 53 x 72 Overall Size: 4'4" wide by 5' 11-1/411 high Interior Sash Sire: 412-7/9" wide by 2' 11-3/4" high Fixed Daylight Opening Size: 4' 1-1/8" wide by 2'8-3/4" high Screen Size: 4'2" wide by 2' 11-7/16" high 130 Derry Court York, PA 17402-9405 phone: 717.764.7700 fax: 717-764.4129 www.archtest.com I YI_IV' l i-�YIV_Jp � J• '-IG Architectural Testing Test Specimen Description: (Continued) 'fest Specimen 02: H-1;235 52 x 71 Overall Size: 4'5" wide by 60-1/4" high Interior Sash Size: 4'2-7/8" wide by 2' 11-3/4" high Fixed Daylight Opening Size: 4' 1-1/F" wide by 2' 8-3/4" high Screen Size: 4'2" wide by 2' 11-7/16" high Test Specimen #3: H -R45 53 x 72 Overall Size: 4'5" wide by 60-1/4" high Interior Sash Size: 4'2-7/8" wide by 2'7-1/16" high Fixed Daylight Opening Size: 4' 1-1/8" wide by 3' 1 -VT' high Screen Size: 4'2" wide by 2'6-13/16" high The following descripdons apply to all speciviens. Finish: All aluminum was white. 42250.02-122-47 Page 2 of 9 Glazing Details: The glazing consisted of a single sheet of 3/16" thick clear annealed glass. The glass was channel glazed with a flexible wrap around rubber gasket. Weatherstripping: Description Quantity Location 0.187" backed by 0.330" high 1 Row Fixed interlock polypile with center fin 0.187" backed by 0-150" high I Row Fixed stiles and top rail polypile with center fin 0.187" backed by 0.130" high I Row Operable sash stiles polypile Architectural Testing Test Specimen Description: (Continued) Weatherstrippi.og: Descri )t tion Ouantity Location 0.187" backed by 0.250" high 1 Row Operable sash stiles polypile with center fin 0.1.87" backed by 0.375" 1 Row Bottom rail diameter hollow vinyl bulb seal 42250.02.122.41 Page 3 of 9 Frame Construction: The frame was constructed of extruded aluminum. Corners were coped, butted, sealed with a foam pad and secured with two #8 x 5/8" long pan head screws. The fixed meeting rail was attached to the frame with one #8 x 1/2" screw per end. The fixed sash stiles were attached to the frame with one #8 x 1/2" screw at the top of the stile. Sash Construction- The operable sash was constructed of extruded aluminum. Corners were coped, butted, and fastened with one #8 x 5/8" long pan head screw. The fixed lite frame consisted of the fixed meeting rail and three extruded members that slid into the main frame jambs and head. The corners were coped and butted. The fixed top rail was attached to the stile with one #6 x 5/8" screw at each corner. Screen, Construction: A.11 sash members were constructed of extruded aluminum. The corners Were coped, butted, sealed, and fastened with one 5/8" screw through the jambs into the rails screw bosses. Hardware, Descriptio Ouantity Location Metal cam lock 2 6-1/2" from ends of interior meeting rail attached with two #8 x 1/2" screws Plastic tilt latch 2 Ends of interior meeting rail attached with one #8 x 1/2" screw and the sash corner screw Spring loaded cast metal pivot bar 2 Eads of bottom rail staked in place Spiral. balance 2 One per jamb 42250.02-12247 Architectural Testing Page 4of9 Test Specimen Description: (Continued) Drainage: A sloped sill was utilized on the window. The ends of the exterior vertical leg were cut 7/16" short to allow for drainage. Reinforcement: No reinforcement was utilized. Installation: The units were installed into a wood test buck. The flange units were fastened to the buck with #8 x 1-1/4" screws at the jambs, 5" from each end and one at midspan. The head utilized #8 x 3/4" pan head screws, 6" from each end and one at tnidspan. The exterior perimeter was sealed with silicone. The fin units were installed into a 2xs #2 Spruce -Pine -Fir wood test buck utilizing 1-5/8" drywall screws located 3" from the corners and 10" on center around the nail -fin. The nail fun was bedded in silicone. Test Results: The results are tabulated as follows: Paragrayh Title of Test - Test Method 'fest S2ecimen #1: H -R25 53 x 72 2.2.2.6.1 Operating Force 2.1.2 Air Infiltration per ASTM E 283 1.57 psf (25 mph) Results Allowed 19 lbf 30 lbf max. 0.11 cfm/ft' 0.3 cfrn/ft' max_ Note #1., The tested specimen meets the performance levels specified in ANSI14AM.41A1W;VDA 10111.S.2-97for air itifrltration. 2.l .3 Water Resistance per ASTM E 547 (with and without screen) 2.86 psf No leakage No leakage 2,1.4.1 Uniform Load Deflection per ASTM E 330 (Deflections reported were taken on the meeting rail.) (Loads were held for 52 seconds) 15.0 psf (positive) 0.38" See Note #2 15.0 psf (negative) 0,33" See Note #2 Note #.2. The Uniform Load Deflection test is not u requirement of ANS11A.4A4'.41NWWDA 1011I.S.2-97 for this product designation. The deflection data is recorded in this reporr for special code compliance and information only. raiU- i r -Ziac. 1.D • q,:: Architectural Testing Test Results: (Continued) Para aph Title of Test - Test Method Results Test Specimen #1: H -R25 53 x 72 (Continued) 2.1.4.2 Uniform Load Structural per ASTM E 330 (permanent sets reported were taken on the meeting rail) (Loads were held for 10 seconds) 22.5 psf (positive) •0.01" 22.5 psf (negative) 2.2.2.6.2 Deglazing Test per ASTM E 987 In operating direction - 70 lbs Interior meeting rail U. 12"/241/'0' Bottom rail 0.13"/26% In remaining direction - 50 lbs Left stile 0.0911!18% Right stile 0.0911!18% 2.1.8 Forced Entry Resistance per ASTM F 588 Type: A Grade: 10 Lock Manipulation Test No entry Test A 1 through A5 No entry Test A7 No entry Lock Manipulation Test No entry Ootiona) Perfortnanc 4.3 Water Resistance per ASTM E 547 (with and without screen) 6.75 psf No leakage 4.4.1 Uniform toad Deflection per ASTM E 330 (Deflections reported were taken on the meeting rail) (Loads were held for 52 seconds) 25.9 psf (positive) 0.52" 34.7 psf (negative) 0.75" 42150.02-122-47 Page 5 of 9 Allowed 0.20" max. 0.20" max. 0.501,11 000/,U 0.501,1100% 050,11100% 0.5011/1000//r) No entry No entry No entry No entry No leakage See Note #2 See Note #2 ,1771 42250.02-122.47 Architectural Testing Page 6 of 9 Test Results: (Continued) Paragraph Title of Test - Test Method Results Allowed Test Specimen #L H -R25 53 x 72 (Continued) 0 tional Performance: (Continued) 4.4.2 Uniform Load Structural per ASTM E 330 (Permanent sets reported were taken on the meeting rail) (Loads were held for 10 seconds) 45.6 psf (positive) 0.03" 0.20" max. 52.1 psf (negative) 0.01" 0.20" max, Test Specimen #2: N -R35 52 x 71 2.2.2.6.1 Operating Force 201bf 30 lbf max. 2.1.2 Air Infiltration per ASTM E 283 1.57 psf (25 mph) 0.12 cfm/ft2 0.3 efm/ft' max. Note #1: The tested specimen meets the perfbrmance levels specified in ANSI'/A.4MA/NWfVDA 101/LS.2-97forair infiltration. 2.1.3 Water Resistance per ASTM E 547 (with and without screen) 2.86 psf No leakage No leakage 2.1.4,1 Uniform Load Deflection per ASTM E 330 (Deflections reported were taken on the meeting rail) (Loads were held for 52 seconds) 15.0 psf (positive) N/A See Mote #3 15.0 psf (negative) NIA See Note #3 2.1.4.2 Uniform Load Structural per ASTM E 330 (Permanent sets reported were taken on the meeting rail) (Loads were held for 10 seconds) 22.5 psf (positive) N/A See Note. #3 22.5 psf (negative) N/A See Note #3 Note #3: The client opted to start at a pressure higher than the minimum required. Those results are reported under "Optional Per formance "_ Architectural Testing Test Results: (Continued) Paraeranh Title of Test - Test Method Resu Test Specimen #2: H -R35 52 x 71. (Continued) 2.2.2.6.2 Deglazing Test per ASTM B 987 In operating direction - 70 lbs Interior meeting rail 0.12"/24°'0 Bottom rail 0.13"/26% In remaining direction - 50 ibs Left stile 0.09"!18;0 Right stile 0.0911/1.8% 2.1.8 Forced Entry Resistance per ASTM F 588 Type: A Grade: 10 Lock Manipulation Test No entry Test A 1 through A5 No entry Test A7 No entry Lock Manipulation Test No entry Optional Performance 4.3 Water Resistance per ASTM E 547 (with and without screen) 6.75 psf No leakage 4.4.1 Uniform Load Deflection per ASTM E 330 (Deflections reported were taken on the meeting rail) (Loads were held for 52 seconds) 35.3 psf (positive) 0,72" 47.2 psf (negative) 1.13" 4.4.2 Uniform Load Structural per ASTM E 330 (Permanent sets reported were taken on the meeting rail) (Loads were held for 10 seconds) 53.0 psf (positive) 0.08" 70.8 psf (negative) 0.08" 42250.02.122-47 Page 1 of 9 Allowed 0.50'/1.00%, 0.50"/100% 0.50"/100% 0.501,1100% No entry No entry No entry No entry No leakage See Note 42 See Note ##2 0.20" max. 0,20" max. /1100� Architectural Testing Test Results: (Continued) 42250.02-122-47 Page R of 9 Para aph Title of Test - Test Method Results Allowed Test Specimen #3: H -R45 53 x 72 Optional Performance 4,4.1 Unifonn Load Deflection per ASTM E 330 (Deflections reported were taken on the meeting rail) (Loads were held for 52 seconds) 45.0 psf (positive) 1.20" See Note #2 47.2 psf (negative) 1,05" See Note 02 4.4.2 uniform Load Structural per ASTM E 330 (Permanent sets reported were taken on the meeting rail) (Loads were held for 10 seconds) 67.5 psf (positive) 0.15" 0.20" max. 70.8 psf (negative) 0.05" 0.20" max, 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 approval of Architectural Testing, Inc. For ARCHITECTURAL TESTING. INC: tk 44W.4, adaw s�naa ar daaew G ONAWA Jeramie D. Grabosch Technician MG:jdgivim Oiplm�y $jgnmd by; BMron Ik Urkh Steven M. Urich, P.E. Senior Project Engineer TOTAL P.11 Permit No. Parcel ID: State of Florida County of Seminole The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: (legal description of of the ')� �R U1 rQY-, RV e-, 'SCxf� 2. General d scription of improvement: t 1 t" C A=L -65 -- 3. Owner Name and address: MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 06550 Pg 1744; (1 pg) CLERKIS # 2007005532 RECORDED 01/10/2007 01:09:53 pN RECORDING FEES 10.00 RECORDED BY H Bailey C`i THIS INSTRUMENT PREPARED BY: NAME ADDR.meson Ne- , GCC1 X a" 3 3---)� CERTIFIED CQFY and street address if available) MARYANNE MOOSE PLERK OF CIRCUIT CO , ,<T SEMINOLE Yj FLU UP a. Interest in property b. Name and address of fee simple titleholder (if other than Owner) 4. Contractor Name and address: n �"D T'-) Q'2-- 5. Surety a. Name and address BY b. Amount of bond 6. Lender Name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address 8. In addition to himself or herself, Owner designates 713.13(1)(b), Florida Statutes. of to receive a copy of the Lienor's Notice as provided in lection 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) 7 � � S' ature of Owner Sworn to (or affirmed) and subscribed before me this loqj, day of .-^:-��v i ' : , 20 (' , by or Produced Identification 61L 1116�e,. State of Florida r x F� 4 e e ♦ e ' �� \\ .•, �jF oN ll