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HomeMy WebLinkAbout2534 Palmetto AveI,• l- i CITV OF SANFORD PERMIT APPLICATION n Permit #:` 3 i Date: Q I TJ I O 6 Job Address: D ' n Description of Work: New W14do G. A fAl4i i 40, 1 0.1,011 al Squa r ootage Historic District: Zoning: Value of Work: S • -via _ 101D , 'cl c j- Permit Type: Building W- 10" Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS AdditiordAlteration Change of Service Temporary Pole Mechanical: Residential . Non -Residential Replacement New (Duct Layout & Gtergy 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 Dccupancy Type: Residential Commercial industrial Construction Type: # of Stories: # of Dwelling Units: Flood 'Lone: (FEMA form required) wncrs Name & Address: Phone: l'ontractor Name & Address: hoar & Fax: 4m% : 7-p 300ding Company: State license Number: fi l Contact Person: K AA0a/r/(_- Phone: ddress: Mortgage Louder. ddress: rchitect/Engiaeer: Phone: ddress: Fax: pplication is hereby made to obtain a permit to do the wotk and installations as indicated. I certify that no work or installation has commenced prior to the ssuance of a permit and Ural all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate wAmit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and UR CONDITIONERS, etc. WNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and Ural all work will be done in compliance with all applicable laws regulating onstruction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING WICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN TTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOTICE: 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 his county, and dm may be additional permits required from other governmental entities such as water management districts, state, agencies, or federal agencies. cceptance of pengetts vVfication That 1 the owner of the property of the requirements of Florida Lien Law, FS 713. ob bat Signature of Contractor/Agent Print Owner/A +ATameaty16 tp • 6 U Signature of tale ZbWdooda. * _ Date y?a• a #DD507298 '•Q\ 1 Owner/Agent is — Produced ID ' 0"` JPPROVALS: ZONING: UTIL. pecial Conditions: cv 03/2006 Print Contractor/Agent's Nwnc Date Signature of Notary -State of Florida Date Contractor/Agent is _ Personally Known to c or Produced ID r ENG: BLDG: + CITY OF SANFORD BUILDING DIVISION OWNEWBUILDER 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, 419MALIN 6jklW&_ , 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. i Db O edBuilder Signature Date PArRrye i Print OwnerBuilder Name . ce0j,111,, 5g10N fko • i 0 * Signature of Notary -State of Floc • ,p0-p5072 : g Owner is Personally Known t ProducedID DL PI2(,-Ic I"i Architectural Testing M ANSI/AAMA/NWWDA 101/I.S.2-97 TEST REPORT Rendered to: MI WINDOWS AND DOORS, INC. SEPJES/MODEL: 740/3740 (Fin and Flange) PRODUCT TYPE: Aluminum Single Hung single glazed with 3/16" annealed glass) SuMmM of Results Title Test Test Test Specimen #1 Specimen #2 Specimen #3 DescrilDtion Flange - Equal Lite i Fin - Equal bite Flange - OrielRatingH-R25 53 x 72 H-R35 52 x 71 H-R45 53 x 722peratiMForce191bfmax. 20 Jbf max. N/AAirInfiltration0.11 cfnVR2 012 cfm/ N/AWaterResistanceTestPressure6.75 2&f 6.75 vsf N/AOF Uniform Load Deflection Test Pressure 25.9 psf 35.3 psf 45.0 psf 34.7 esf 47.2 sf 47.2 psf Uniform Load Structural Test Pressure 45.6 psf 53.0 psf 67.5 psf Forced En Resistance 52. I psf Grade 10 70 8 sf Grade 10 70.8 sf N/A Reference should be made to ATI Report No. 42250,02-122-47 for complete test specimendescriptionanddata. 130 Derry Court York, PA 17402.9405 Phone: 717.764-7700 fax: 717-764.4129 www.archtest.com Te' d 960b S67- 688 SdOOQ S110QN 119 1 W BT : Vi gow-97--inf Architectural Testing ANSI/AAMA/NWWDA 101/1-S.2-97 TEST REPORT Rendered to: MI WINDOWS AND DOORS, INC. P.O. Box 370 Grata, Pennsylvania 17030-0370 Report No.: 42250.02-122-47 Test Dates: 02/04/05 Through: 02/ 17,105 Report Date: 02/17/05 Expiration Date: 02/17/09 Project Summary: Architectural Testing, Inc. (ATI) was contracted by MI Windows andDoors, Inc., to witness testing on three Series/Model 740/3740 (Fin and Flange), aluminumsinglehungwindowsatMIWindowsandDoors, Inc., test facility in Elizabethville, Pennsylvania. The samples tested successfully met the performance requirements for thefollowingratings: Test Specimen #1: H-R25 53 x 72; Test Specimen #2: H-R35 52 x 71; Test Specimen Q. H-R45 53 x 72. Test specimen description and results are reported herein. Test Specification: The test specimens were evaluated in accordance with ANSI/AAMA/NWWDA 101/I.S.2-97, voluntary Specifications for Aluminum, Yinyl (PVC) andWoodWindowsandGlassDoors. 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-I/4" high Interior Sash Size: 4' 2-7/8" 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/l6" high 130 Derry Court York, PA 17402.9405 Phone: 717-764.7700 fax: 717.764-4129 www.archtest.com ZO'd 960P SEE 888 Sd000 SMOUN 119 1 W 6T : bZ 900?-9Z-1nf A r 42250,02.122.47 hitectural Testing Pagc2of9 Test Specimen Description; (Continued) Test &egimen #2: H-R35 52 x 71 Overall Size: 4' S" 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' 1-1/8" wide by 2' 8-3/4" high Screen Size; 4' 2" wide by 2' 11-7/16" high Test S ecin ea #3. H-R45 53 x 72 Overall Size: 4' 5" wide by 6' 0-1/4" 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' 1-1/2" high Screen Size: 41211 wide by 2' 6-13/16" high The following descripdons apply to all Specimens. Finish: All aluminum was white. Glazing Details: The glazing consisted of a single sheet of 3/16" thick clear annealed glass. Theglasswaschannelglazedwithaflexiblewraparoundribbergasket. Weatherstripping: Descri lionQuantity Location 0. 187" backed by 0.330" high 1 Row Fixed interlock polypilewithcenterfin0. 187" backed by 0.150" high 1 Row Fixed stiles and top rail polypilewithcenterfin0. 187" backed by 0.130" high 1 Row Operable sash stiles poiypileZe ' d 960r SEE 886 SdOO I SM0aN 119 1 W 6T : b T 9o8z-9z-inr 42250.02-122-47 Architectural Testing Nge3of9 Test Specimen Description: (Continued) Weatherstripping: Description uantit X L_ ovation 0.187" backed by 0.250" high l Row Operable sash stilespolypilewithcenterfin 0.187" backed by 0.375" 1 Row Bottom raildiameterhollowvinylbulbseal Frame Construction: The frame was constructed of extruded aluminum. Corners werecoped, 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. Thefixedsashstileswereattachedtotheframewithone #8 x 1/2" screw at the top of the stile_ Sash Construction: The operable sash was constructed of extruded aluminum. Cornerswerecoped, butted, and fastened with one #8 x 5/8" long pan head screw. The fixed liteframeconsistedofthefixedmeetingrailandthreeextrudedmembersthatslidintothemainframejambsandhead. The corners were coped and butted_ The fixed top rail was attachedtothestiltwithone #6 x 5/8" screw at each comer. Screen Construction: All sash members were constructed of extruded aluminum. The corners were coped, butted, scaled, and fastened with one 5/8" screw through the jambs intotherailsscrewbosses. Hardware: Description uantit Location Metal cam lock 2 6-I/2" fro d Plastic tilt latch 2 Spring loaded cast metal pivot bar 2 Spiral balance ' 2 m en s of interior meeting rail attached with two #g x 1/2,- screws Ends of interior meeting rail attached with one #8 x 1/2" screw and the sash corner screw Ends of bottom rail staked in placc One per jamb ra • d 960b S6e 888 S8000 sMoaN I M 114 6i : PT 90OZ-9e-Inf 42250.02- 122 47 Architectural Testing Page 4of9 Test Specimen Description: (Continued) Drainage. A sloped sill was utilized on the window. The ends of the exterior vertical legwerecut7/16" 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 midspan. The exterior perimeter was sealed with silicone. The fin units were installed into a 2x8 42 Spruce -Pine -Fir wood test buck utilizing 1-51" drywall screws located 3" from the corners and 10" on center around the nail -fin. The nail fin was bedded in silicone. Test Results: The results are tabulated as follows: Paragraph Title of Test - Test Method Results Allowed Test Specimen #1: H-R25 53 x 72 2.2.2.6.1 Operating Force 19 lbf 30 lbf max. 2.1.2 Air Infiltration per ASTM E 283 1.57 psf (25 mph) 0.11 cfm/ft` 0.3 cfm/fe max. Note #1 - The tested specimen meets the performance levels specified inANSI/AAAfA/NWWD,4 10117 S.2-97 for air 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 Deflection-; 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 a requirement of .4NS11AAMA/NWWDA10111.S.2-97 for this product designation. The deflection data is recorded in this report forspecialcodecomplianceandinformationonly. S0 ' d 9600 S6Z 888 S800a SMOQN 1 f" I 1 W 6 T : bT 90©2-9e--1F1f Architectural Testing Test Results: (Continued) Parga aph_ Title of Test - Test Method Results Test -Specimen 11: 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) 0.01 " 2.2.2.6.2 Deglazing Test per ASTM E 987 In operating direction - 70 lbs Interior meeting rail 0.12"/24% Bottom rail 0.13" /26% In remaining direction - 50 lbs Lett stile 0.0911/18% Right stile 0.0911/18% 2.1.8 Forced Entry Resistance per ASTM F 588 Type: A Grade: I0 Lock Manipulation Test No entry Test Al 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) 25.9 psf (positive) 0.52" 34.7 psf (negative) 0.75" 42250.02.122.47 Page 5 of 9 Allowed 0.20" max. 0.20" max. 0.50"1100% 0.50"/100% 0,50"/100% 0,50"/100% No entry No entry No entry No entry No leakage See Note #2 See Note #2 90'd 960P She 886 Sdaoa SMOCIN 1 r9 1 W 6 i : PT gooe-9---inr A 42250,02.122-47 Architectural Testing Page 6 of 9 Test Results: (Continued) Paragraph Title_ of Test - Test Method Results Allowed Test Specimen #I: H-1125 53 x 72 (Continued) Optional 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; H-R35 52 x 71 2.2.2.6.1 Operating Forcc 201bf 30 lbf max. 2.1.2 Air Infiltration per ASTM E 283 1.57 psf (25 mph) 0.12 cWft2 0.3 cfin/l max. Note #1: The tested specimen meets the performance levels speed in ANSI1A,4MA/1VWWDA 101/I.S2-97for air 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 Note #3 15.0 psf (negative) N/A See Note #3 2.1.4.2 Uniform Load Structural per ASTM E 330 Permanent sets reported were taken on the meeting rai)) Loads were held for 10 Seconds) 22.5 psf (positive) N/A See Note #3 22.5 psf (negative) NIA See Note #3 Note #3. The client opted to start at a pressure higher that? the minimum required Thme results are reported under "Optional Performance': Le, d 96017 SE? 688 S8000 SMOQN 1 M 114 6T : bT 9oo-9Z-inr A Architectural Testing Test Results: (Continued) Para rah Title of Test - Test Method Results Test Sipecimen 2: H-R35 52 x 71 (Continued) 2.2.2.6.2 Deglazing Test per ASTM E 987 In operating direction. - 701bs Interior meeting rail 0,1211/24% Bottom rail 0.13"/26% In remaining direction - 50 lbs Left stile 0.09"/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 I 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) 0.7211 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) 0.081, 70.8 psf (negative) 0.08" 42250.02-12247 Page 7 of 9 Allowed 0.50"/ 100% 0.50"/ 100% 0.50"/100% 0.50"/100% No entry No entry No entry No entry No Ieakage See Note #2 See Note #2 0.20" max. 0.20" max. 80' d 960P S6Z 888 S8000 SM0QN I Iq 1 W 6Z : bT 9OOd-9Z-1nf A 42250.02-122.47 Architectural Testing Page 8 of Test Results: (Continued) Para rganhTitleofTest - Test Method Result§ Allowed Test S eclmen #3: H-It45 53 x 72 Optional performance, 4.4.1 Uniform 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 #2 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. 70.9 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, rNC: oO.b bom Jeramie D. Grabosch Technician JDG jdg/vlm 2: Y Y 1 BUwIll lilcb Steven M. Urich, P.E. Senior Project Engineer 60 ' d 960h She E036 SdOOQ SVIOGN 119 114 OZ : b T 90OZ-9Z-Inf 6 LL O 8 3 IM Z E Pa*ogkw Cau&. Use Wkween Acme Caw4to or Naaxry Cbrrk+g ak.1e pop ax ReW4ed PortnrlK Caulk SIII By" OWA 61tweeh suck aid klaanr7 a -Ins Wood Suck er atnds 1. Shim as required at each InstoUation anchor as shown. 2. Anchor must be of a Ienglh to have 1 1/4' penetration Into masonry or concrete. 3. Caulk between window ftonge and buck. 4. Caulk full perimeter of window. ffi S. If exact window size is not given, use anchor Quantity for 1 „ R•n„ next larger window in chart. 6. Glass thfckness will vary h win size and desig nr1 load. 7. Letter designations an a tapcon cation chart inalcate where anchors are to be inst led using t elevation as a key. TAICCN tBCAT10N FIeMr. CODE MOW O t'AR IOCATOG Cmcr b w Mom y OP" SIZE SIZE up M op37 1 1O am gala/ BMw,ya. tJ' 1eN. 712 la 1/e 25 A a C A h C PENEIRAWN 13 16 1/4 x 37 3/8 Aft C A h C Paknoter Coutk IA /e 1/1 x 49 5/8 A B C A h C 15 Is1/15162 ABC A & C Caulk Bolween 16 18 1/8 x 71 1/4 A A, C A & C Flange end BueiN . Jamb a S SUCK FMW IWO — Alaklo D1m utsn Ilnfow Frame Sit Q O SW4 by other. A A v m a CV v a . iM-Cwt Sr7 a , es . ko By others Gi Coulk 8etseen Flange OW Pra-Cast 511 N C C Cfl #TAPC0e TYPE 11A11 PdW HAMMY SCREWS MOWOE TAPCd1. "AWL & 91PSON __.. a v 1/2 32 1/2 33 25 1/2 s ?S 25 1/2 x 37 3/8 A ft C A & C A& C A & C 1/2 34 25 1/2 1 49 5/e A t C AJ1C A 8 G AdC 1/2 35 I/2 36 25 1/2 x 62 25 1/2 1 71 1/4 A 3r C A & C 0 72 31 x25 AAtC a 23 36 x 37 3/e A k C A8 C 24 361 49 6/5 A A C A& C 4 245 36 % 56 1/i A F C A of C 26 3636 7161/4 A C A, B a C o 32 33 121/ex25 62 1/e x 37 3/8 ABt C A & C A&CA& C 34 30 521/Ex495/6 52 1/$ x 55 1/4 A A.S.0 35 52 1/6 x 62 1/4 A & C A A C A B. C A. 0. C. 0 Tapeon J6 ST 1/8 x 71 Wood Baak ay MGM Cou11 Balwean OL"A and opsu1^g FLANGE e0 INSTALLATION INSTRIfCTIONS s:w. 1/15/02 A FASTENER SCHEDULE e auto koer. 740/744 SINGLE HUNG Q VFA MIRM1LVttIWEW IlaelMCOelNr.fbNlb ISVuc4w.s ieo-•1N AI RAk4EAn• nW l:A All YNfP NGW leant f a m v N oa cLIcri L MASONAPIY CONSTRUCTION INSTALLATION FLORIDA FLANGE SINGLE HUNG HEAD DETAIL r BUCK STRIP STUCCO LINE CAULK PRE -CAST SILL a d 14 4 INCLUDED WITH WINDOW INSTALLATION SCREW PACK oa-na-ati4 QTY: 6 8x1 "PHILLIPS PAN HEAD SHEET METAL SCREW 1 /2" ORYWALL 8 X 1 1/4"PFH SMS 2-HOLES PROVIDED IN HEAD. 3-HOLES IF OVER 36" WIDE) INTERIOR QTY: 3 1 1 /4"PHILLIPS AT HEAD SHEE METAL SCREW STUCCO U 8 x 1"PPH SMS 3-HOLES PROMDCO IN EACH JAMB. FINISHED SILL BY OTHERS INTERIOR JAMB DETAIL, a a. . : da• •. "- 1/2" DRYWALL a' 1/2" DRYWALL C+f07E: SILL pETAIL FASTENER TYPE AND LOCATION MAY VARY DEPENDING ON LOCAL CODES. a w• a 0