The URL can be used to link to this page

Home My WebLink About1515 Douglas St 03-2811 Windowsf CITY OF SANFORD PERMIT APPLICATION Permit # : _ Z ` I Date: Job Address: J ' c Description of Work: Te? WlNlx eaS Historic District: Zoning: Value of Work: S l S Permit Type: Building Electrical Mechanical 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: L 3'Z / O Phone: Vo l - 3.2 V5.. — 36 Contractor Name & Address: Z_®(eiC r 1C 32£SD Qk(f bo bA . >NWI!EKe FG State License Number: CRG f%7166 Phone & Fax: 7Q-V_?0 -41MO / k-2-y?U-1643 Con, n: P ne: wo - e106 Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone:-. il:'d Address: Fax: - }-, Application is hereby made to obtain a permit to do the work and installations as indi em t or 'nstallatfpn°li commenced prior to the issuance of a permit and that all work will be performed to meet standards.6f all laws r lati g s c ' n in t is urisdietion:.4 derstand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGN , WELLS, O E S, HEA'fj RANKS, 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 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 [will notify the owner of the property of the re i ment FI ida Lien F 7 lzs/ o3 Signature of Owner/Agent Date Signatifre of Contractor/Agent Date Print Owner/Agent's Name Pri s Name Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date Owner/ Agent is Personally Known to Me or Produced ID APPLICATION APPROVED BY Special Conditions: Bldg: Jml ' { 3 Zoning: Initial & Date) C ntractor/Agent is Personally Known to Me or roduced I D 70 711 S7!1 j3 Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) 5306 M G M N O0 o aj E Z bo' bw: za: • _ Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL O vmlinolr Cuunl r ti c ervicts I INI l'-. kirsl s+. Zanlnrd11. 127? 1 2003 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 1 Parcel Id: 31-19-31-501-OF00-0080 Tax District: S1-SANFORD Depreciated Bldg Value: $57,490 Owner: DE MATTIO EVELYN Exemptions: 00-HOMESTEAD Depreciated EXFT Value: $5,934 Address: 1515 DOUGLAS ST Land Value (Market): $12,360 City,State,ZipCode: SANFORD FL 32771 Land Value Ag: $0 Property Address: 1515 DOUGLAS ST SANFORD 32771 Just/Market Value: $75,784 Subdivision Name: BUENA VISTA ESTATES Assessed Value (SOH): $62,601 Dor: 01-SINGLE FAMILY Exempt Value: $25,500 Taxable Value: $37,101 2003 Notice of Proposed Property Tax SALES 2002 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2002 Tax Bill Amount: $754 Find Comparable Sales within this Subdivision 2002 Taxable Value: $35,634 LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Unit Land Units Price Value LEG LOT 8 + S 1/2 OF LOT 7 BILK F BUENA VISTA ESTATES FRONT FOOT & 75 150 160.00 $12,360 PB 3 PG 2000 DEPTH BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1952 6 1,991 1,464 CONC BLOCK $57,490 $83,622 Appendage / Sgft ENCLOSED PORCH FINISHED / 348 Appendage / Sgft OPEN PORCH FINISHED / 24 Appendage / Sgft UTILITY UNFINISHED / 60 Appendage / Sgft OPEN PORCH UNFINISHED / 95 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New POOL GUNITE 1979 496 $3,968 $9,920 ALUM SCREEN PORCH W/CONC FL 1985 216 $734 $1,836 FIREPLACE 1952 1 $600 $1,500 WOOD UTILITY BLDG 1985 120 $288 $720 COOL DECK PATIO 1979 246 $344 $861 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. Ifyou recently purchased a homesteaded property your next ear's property tax will be based on JustlMarket value. http:// www.scpafl.org/pls/web/re_web.seminole_county_title?parcel=3119315010F000080& 8/25/2003 1 Improvise Hone Improvemmd INSTALLED SALES CONTRACT INSTALLED SALES SPECIALIST NUMBER ' STORE NO. STREET ADDRESS CITY STATE ZIP ti TELEPHONE DATE j LOWE'S CONTRACTOR LICENSE NUMBER " CONTRACT #%; CUSTOMER Jos STREET ADDRESS CITY STATE ZIP TELEPHONE CASH BANK lCC CHP pE utttvot, nn voter states — Lowe s tmployee rvurnUer. AL, CT, FL, MA, MD, NV #45450 unlirr*ed. TN #16066, only. This is a contract between Lowe's (as defined in the Terms and Conditions) ("Lowe's"), and the above -named Customer for the installation of goods at theCustomer's residential premises (the "Premises") at the following installation address: STREET ADDRESS CITY I Additional Specifications: The Environmental Protection Agency (EPA) has requested that Lowe's notify installation customers that a lead based paint hazard may exist in dwellings built prior to 1978. See pamphlet EPA 747-K-99-001 for details. STATE ZIP Mat'Is r G. Tax 7 h 1 Labor Total f .J Where applicable labor is taxable; check local tax restrictions NOTICE TO CUSTOMER All items listed in this contract and specification sheet(s) are to be installed under conditions agreed upon at time of purchase and at the price appearing on thiscontractform. This assumes sound existing substructures, superstructure and points of attachments. Extra labor or material incident to installation necessitated by defective substructures, superstructure, points of attachment, or the moving of fixtures or appliances to be billed at extra cost to customer. DO NOT SIGN THIS CONTRACT UNTIL COMPLETE AND YOU HAVE READ THE TERMS AND CONDITIONS CONTAINED ON THE REVERSE SIDE OF THIS CONTRACT. BY SIGNING BELOW, YOU ARE ACKNOWLEDGING THAT YOU HAVE READ, UNDER- STAND AND AGREE TO THE TERMS AND CONDITIONS SET FORTH ON THE REVERSE SIDE OF THIS CONTRACT. YOU ARE ENTITLED TO A COPY OF THIS CONTRACT AT THE TIME OF SIGNATURE. WITNESS OUR HAND(S) AND SEAL(S) BELOW THIS ' \ ' DAY OF WITNESS ( Seal) Owner Seal) Manager Spouse ( Seal) Customer acknowledges receipt of a true copy of this contract which was completely filled in prior to Customer's execution hereof. If credit is extended to you, you the buyer may cancel this transaction at any time prior to midnight of the third business day after the date of this transactionSeetheattachednoticeofcancellationformforanexplanationofthisright. Companies Inc. 8529 South Park Cr. Suite 430 Orlando, Florida 32819 Bus. 407/370-2872 Fax. 407/352-6309 Limited Power of Attorney Date: August 20, 2003 To: Building Department From: Rebeca Alicia Banuelos-Bernard I hereby name and appoint Ralph Cadwell of Lowe's Home Centers, Inc. to be my lawful attorney in fact to act for me and apply to for a permit for work to be performed at a location described as: Ad4ress of Job) Owner of Property) And to sign my name and do all things necessary to this appointment. Thank you for your assistance. Sincerely, I A -IV d Rebeca Alicia Ba uelos-Bernard Regional Installed Sales Manager Primary State Qualifier CRC 057468 4, Sworn to and subscribed before me this aVday of 2003. No.public My commission expires a 4•Pyt. Rebecca Velez A*_ MYCOMMISSION# DD176963 EXPIRESI' Z. January 1$ 2007 of F BONDED THRU TROY FAIN INSURANCE INC annr r T 7 , '- ' * . Cvcv. wx Y 20 juc> r? s ,r•8'= _% . AIL i 4G QP6'0's"" w ao F T N rra T .zaao Z, O I(O - 3 yam Ya U )c 7 t No N lc) No 1_/_6 d 31dS ldID83wwoa-61720 5925-88L-982 L5'-60 20-20-2002 I State WindmBorne Debris Region UN Wind -born" a Debris Region 920 rn h and above) ASCE 7-98 Wired Zones Hurricane winds 3' 150-159 mph Category 5 (Mitch) 140-149 mph Category4 (Andrew) 130-139 mph Category4 (Opal) 1 m e of(Panli e Pto orn Provisiart) 120-129 mph Category 3 (Fran)` r:$ 1 mb ofcoast (PWarde Pto+aborl Piz iorl) 110 mph (within 1 mile of coast) Mote: This map is accurate to the county. It should not be used for precise placement of cities near zone borders. Wind speeds are based on the American Society of Civil Engineers Standard (ASCE 798) 50-100-year peak gusts. Published by Florida Department of Community Affairs Florida Building Commission 2555 Shumard Oak Boulevard, Tallahassee, Florida 32399-2100 Toll Free 877-FLA-DCA2, Webske: httpJMrwvr.dca.state:ti.us Governor, Jeb Bush Commission Chair, Raul L. Rodriguez, AIA; Secretary, Steven M. Seibert Chief of Staff. Pamela Davis Duncan; Legislative Director, Janice Browning Communications Director, David Bishop; Division Director, Tom Pierce Editors: Pick Daon,';PE, CBO, and Ila Jones, Program Administrator Writer/Designer: Elizabeth Woodsmall, OMC il. Drir&wi nn rw-vam naoer/Mav 2000 BetterBilt Doors & Windows 650 West Market Street P.O. Box 370 Gratz, PA 17030-0370 Approved products to 140-mph wind zone: 717.365.3300 717.36=.3596 Fa` 3740 series, aluminum single hung window 3240 series vinyl single hung window 470HP series patio door 3910 series vinyl patio door Please note: Our size limitations have changed in order to pass the new Florida code. Some larger window units are no longer available due to the new Florida code. Any questions please contact our customer service tea m . THIS FENESTRATION PRODUCT COMPLIES* WITH THE NEW FLORIDA BUILDING CODE FOR RESIDENTIAL BUILDINGS WITH A MEAN ROOF HEIGHT OF 30 FT -OR LESS,-- EXPOSURE "B" (WHICH IS INLAND OF ALINE THAT IS 1500 FT. FROM THE COAST); AND WALL ZONE'5"- (INSTALLED NEAR THE CORNER OF THE BUILDING). PER ASTME1300, THE CORRECT GLASS THICKNESS, BASED ON THE NEGATIVE DESIGN PRESSURE (DP) LISTED BELOW, HAS BEEN INSTALLED IN THIS UNIT. THE GLASS THICKNESS IS BASED ON ITS, WIDTH, HEIGHT, AND ASPECT RATIO. PRESSUREDESIGN THIS PRODUCT MEETS THE REQUIREMENTS FOR STRUCTURAL LOADS,. WATER AND AIR INFILTRATION PER ATTACHED AAMA PERFORMANCE LABEL. BE ADVISED THAT IF LOADS ARE PLACED UP TO OR EXCEEDING THE TESTED LEVELS, THIS PRODUCT MAY BE ALTERED IN SUCH A WAY THAT FUTURE PERFORMANCE WILL BE REDUCED. COMPLIANCE MUST INCLUDE INSTALLATION ACCORDING TO MANUFACTURER'S INSTRUCTIONS AND FLORIDA CODE REQUIREMENTS. MIP-466 better 1-t Windows & Doom Vinyl Window for Florida Code. A division of Mil Home Products, Inc. Test Results: Qptional Performance: (Continued) Paragraph Title of Test - Test Method Results 4A.2 Uniform Load Structural per ASTM E 330-97 Measurements reported were taken on mullion) Loads held for 10 seconds) @ 60.0 psf (positive) 6.14" @ 61.9 psf (negative) 0.19" 01-40486.05 Page 3 of 3 Allowed 0.21" max. 0.21" max. Detailed drawings, representative samples of the test specimen, and a copy of this report will be retained by ATIfor a period of four years. The above results were secured by using the designated test methods an they indicated 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. For ARCHITECTURAL TESTING, INC. Mario A. Hess Technician MAH: baw 01- 40486.05 C% / i C_ Allen N. Reeves, P.E. Director - Engineering Services 2. 6 Al.o Ac,y Z O e z_ Ll A A 101/I.S.2-97 TEST REPORT SUMMARY Rendered to: M1 HOME PRODUCTS, INC. S ERiESiMO1DEL: 3240/4240 TYPE: PVC Single Hung Window Title"of Test Results Rating H-R40 48 x 78 Overall Design Pressure 40 psf Opemting Force 261b max. Air Infiltration 0.12 cii n/ft Water Resistance 6.00 Rsf Structural Test Pressure 70.5 psf Degjazinjg Passed Forced ERYY Resistance Grade 10 Reference should be made to Report No. 01-40030.05 for complete test specimen description and data. For, ARCHITECTURAL TESTING, INC.' ,`` Mark A. Hess, Technician + . T 1 1 is c J MAH:baw * .` Architectural Testing AAMA/NWWDA 101/I.S.2-97 TEST REPORT Rendered to. MI HOME PRODUCTS, INC. 650 West Market Street Gratz, Peimsylvania 17030-0370 Report No: 0140030.05 Test Date: 12/03/01 And: 12/17/01 Report Date: 03/22/02 Expiration Date: 12/17/05 Project Summary: Architectural Testing, Inc. (AT]) was contracted to witness tests on a Series/Model 3240/4240, PVC single hung window at MI Home Products, Inc.'s test facility in Elizabethville, Pennsylvania. The sample tested successfully met the performance requirements for an H-R40 48 x 78 rating. Test Specification: The test specimen was evaluated in accordance with A 101/I.S.2-97, Voluntary. Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors. Test Specimen (Description Series/Model: 3240/4240 Type: PVC Single Hung Window Overall Size: 3' -1/2" wide by 66-1/2" high Active Sash Size: 3' 8- 16" wide by 3' 1-7/8" high Fixed Daylight Opening Size: 3' 6-1/4" wide by 2' 10-3/4" high Screen Size: 3' 7-1/2" wide by 3' l" high Finish: All PVC was white. Glazing Details: All active and fined lites utilized 7/8" thick, sealed insulating glass constructed from two sheets of 3/32" thick, clear annealed glass and a metal reinforced butyl spacer system. The lites were interior glazed onto double -sided adhesive foam tape and secured with vinyl snap -in glazing beads. 10041111C tR ,. r•,, r a 130 Derry Court a r T 1 U York, PA 17402-9405+, r f'+ •' ,/ phone: 717.764.7700 y , ;?. y .': r'•' ' ae,ses*'r.` fax: 717.764.4129 22 MAR e M 1•.oe Z 'y i ,l www. archtest.corn r— 0140030.05 Page 2 of 5 Vest Specimen Description: (Continued) Weatherstripping: Description Ouantity Location 0.250" high by 0.187" Row Interior meeting rail and stiles wide backed polypile with center fin 0.310" high by 0.187" Row Stiles wide backed polypile with center fin. 0.270" high by 0.187" 1 Row Interior vertical sill legwidebackedpolypile with center fin 5116" custom single -leaf 1 Row Bottom rail bulb -vinyl 3/16" custom bulb -vinyl Row Meeting rail Frame Construction: All frame members were constructed of extruded vinyl with mitered and welded comers. End caps were utilized on the ends of the meeting rail and secured with two 1-1/4" screws per cap. Meeting rail was then secured to the frame utilizing two 1-1/4" screws. Sash Construction: All sash members were constructed of extruded vinyl with mitered and welded comers. Screen Construction: The screen frame was constructed' from roll-foruied aluminum members with keyed corners. The fiberglass mesh was secured with a flexible spline. Hardware: Description uanti Location Metal sweep lock with keeper 2 7" from stiles on interior meeting rail Spring loaded coil balance 2 One per jamb Metal tilt latch 2 Each end top rail Metal tilt latch pin 2 Each end bottom rail Screen spring -loaded 2 6-3/4" from rails on stile 3 retainer pin ar+`",'`1:r,, L_ Test Specimen Description: (Continued) Drainage: Description Quantity 3/16" wide by 1/2" long 4 1/16" wide by 1/2" long 8 01-40030.05 Page 3 of 5 Location 1" from stiles under glazing Two 2-1/2" from stiles, bottom rail Reinforcement: A customized steel reinforcement was utilized in the interior and exterior meeting rails. An "H" shaped steel reinforcement was utilized in all active sash stiles. Installation: The test specimen was installed into the #2 Spruce -Pine -Fir wood buck with 1" galvanized roofing nails through the nail fin every 9" on center. Polyurethane was used as a sealant under the nail fin and around the exterior perimeter.. Test Results: The results are tabulated as follows. Paragraph Title of Test - Test Method Results Allowed 2.2.1.6.1 Operatmg Force 261bs 30 lbs max. Air Infiltration per ASTM E 283 (See Note #1) @ 1.57 psf (25 mph) 0.12 cffiVA2 0.3 cfrn/flmax Note #1: Ae tested specimen meets (or exceeds) the per levels specked in AAMAIWWWDA 10111 S. 2-9 7forair infiltration. 9 Water Resistance per ASTM E 547-96 with and without screen) WTP = 6.00 psf No leakage No leakage I 2.1.4 Uniform Load Deflection per ASTM E 330-97 EIndicatorslocatedonthemeetingrail) Loads held for 52 seconds) j @ 40.0 psf (positive) *0.38" 0.27" max @ 40.0 psf (negative) *0.31" 0.27" max Exceeds L/175 but passes all other test requirements. 9 f 2. 1.4.2 Uniform Load Structural per ASTM E 330-97 f Indicators located on the meeting rail) Loads field for ten seconds) @ 60.0 psf (positive) 0.16" 0.19" ma,;ti ir rrrr @ 60.0 psf (negative) 0.17" 0.19'l pst c,5 N,X e d! Bit z v1.oRc,¢ gas 2ooZ i' `"{*lsiev*f'.,,.,'<< F NMI Test Results: (Continued) Paragraph Title of Test - Test Method Results 2.2.1.6.2 Deglazing Test per ASTM E 987 In operating direction at 70 lbs Top rail 0.06"/12.5% Bottom rail 0.06"/123% In remaining direction at 50 lbs Right stile 0.03"/6.25% Left stile 0.03"/6.25% Welded Comer Test 4 comers only tested and passed Forced Entry Resistance per ASTM F 588-97 Type: A Grade: 10 Lock Manipulation Test No entry Test A l thru A5 No entry Test A7 No entry Lock Manipulation Test No entry Optional Performance Uniform Load Deflection per ASTM E 330-97 Indicators located on the meeting rail) Loads held for 33 seconds) @ 47.0 psf (positive) *0.67" @ 47.0 psf (negative) *0.52" Exceeds L/175 but passes all other test requirements 4.4.2 Uniform Load Structural per ASTM E 330-97 Indicators located on the meeting rail) Loads held for 10 seconds) 01-40030.05 Page 4 of 5 Fri 0.50"/100% 0.50"/100% 0.50"/100% 0.50"1100% All comers; not entire weld No entry No entry No entry No entry 0.27" max 0.27" max. @ 70.5 psf (positive) 0.16" 0.19" maxi, @ 70.5 psf (negative) 0.18" 0.19 .,A: EI. ,.-, Ito, M • tA 21 1QAAG/V ZO2. p i,`^`s+ farC i ,Aa,.R.s 1•eff y \rE 0140030.05 Page 5 of 5 Detailed drawings, representative samples of the test specimen, and a copy of this report will be retained by An 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, which may only be granted by the certification program administrator. For ARCHITECTURAL TESTING, INC.- Mark A. Hess Technician Allen N. Reeves, P.E. Director - Engineering Services MAH:baw 01-40030.05 F`mMHgr --' , ' y * YAPCW TYPE MMDEMD MASONRY SCOEW& tNCLUOr TAPCON. RAMP r OMPfON r 0"We Sill o" my INSTALLATION INSTRUCTIONS s FASTENER . SCHEDULE — FLANGE 2/7 Pro —Cost $M By ptnws , A - 3240/4240 VINYL SINGLE HUNG or FIXED j' q, 9et„o, Fccn" ara P,:—Calt SB , ? a (SINGLE "G SHORN; FIXED UMTS USE SAME CUTER FRAME) sN'ST TOTAL WINDOW AREA = 37.56 SQ. FT. CAPACITY FOR jj" (#10) SCREW IS 100 LBS. CENTERS AREA TRANSMITTED TO HEAD = 14.5 SQ. FT. X 52.5 PSF (FOR DP35) = 761.25 LBS. = 8 SCREWS 54" 108" O m Z m l S / ^11 ^r-wtTr `S A eWAIL I -I " rKkJU L;15 Home Products appreciates your recent purchase of a maintenance free prime window, which will notrot, mildew, or warp. This is a quality product that left our factory In good condition — proper handlinginstallationare. just as important as good design and workmanship. ' Please. follow thesemmendationstoallowthisproducttocompleteitsfunction. Handle units one at a time in the closed and loc ed position and take care not to scratch frame or glassortobendthenailingfin. Set unit plumb and square into opening and make sure that there is 3/16" + 1 /16" clearance around theframe. Fasten unit into opening in the closed and locked position, making sure that fasteners arescrewedinstraightinordertoavoidtwistingorbowingoftheframe. Make sure that sill is straight andlevel. Check operation of unit before any and all fasteners are set. Use # 8 sheet metal or wood screws with a minimum of 1" penetration into the framing (stud). Place firstscrews (two at each comer) 3" from end of fin. For positive and negative DPs (design pressures) up to35, do not exceed 24" spacing of additional screws. For DPs from 35.1 to 50, do not exceed 18". Installoadbearingshimadjacenttoeachanchor. Use shim where space exceeds 1/16".. lash over head and caulk outside perimeter in accordance with code requirements and good installationractices. ill voids between frame and construction with loose batten type insulation or non -expanding aerosoloamspecificallyformulatedforwindowsanddoorstoeliminatedrafts. The use of expanding aerosolypeinsulatingfoam, which can bow the frame, waives all stated warranties. Zemove plaster, mortar, paint and any other debris that may have collected on the unit and make surehatsash/vent tracks and interlocks are also clear. Do not use abrasives, solvents, ammonia, vinegar, ilkaline, or acid solutions for clean-up, especially with insulated glass units as their use could causehemicalbreakdownoftheglassseal. Take care not to scratch glass; scratches severely weaken glassnditcouldeventuallybreakfromthermalexpansionandcontraction. Clean units with water and mildetergentasyouwouldyouautomobile. CAUTION - ome Products or its representatives are unable to control and cannot assume responsibility for thelionandplacementoftheirproductsinabuildingorstructureinamannerrequiredbylaws, statutes, r building codes. The purchaser is solely responsible for knowledge of and adherence to the same. MI Products window products are not provided with safety glazing unless specifically ordered with such. laws and codes require safety glazing near doors, bathtubs, and shower enclosures. Also be aware ofgencyegresscoderequirements. irate Headquarters: Vest Market St. PA 17030-0370 365-3300 MANUFACTURER NAME: Q MASTER FILE # l- I V I AL VVINUUW AKtA CAPACITY FOR " 410) SCREW IS 100 LBS. 2 0 AREA TRANSMITTED TO HEAD 4.5 SQ. FT. 4*4 X 52.5 PSF (FOR DP35) = 236.3 LBS. = 3 SCREWS AREA TRANSMITTED TO SILL = 3.2 SQ,FT. WINDOW IS ALREADY SUPPORTED AT THIS POINT 16" AREA TRANSMITTED TO HEAD = 4.5 SQ. FT. X 75.0 PSF (FOR DP50) = 337.5 LBS. = 4 SCREWS AREA TRANSMITTED TO SILL = 3.2 SQ.FT. 53.125 mmv_n I yr OR "HALF ARCH" WOOD "BUILD DOWN` CONSTRUCTION WITH SOLID 2X4 WINDOW BLOCKING ER'S ( BY OTHERS) ROUNDHEAD OR ARCHTOP UN CAN BE STACKED -ON OR INTEGRAL WITH THE FRAME or #10 X SUFFICIENT LENGTH FOR 1 MIN. PENETRATION INTO "TWO BY" 54,. „1" MINIMUM IIBn'F PENETRATION 1 i I r CAULKT " t0 " SHIMS, STUCCO1BUCK". DRYWALL, 2" WIDE X FRAME DEPTH I BLOCKS, & SCREWS BY OTHERS. Exterior SCALE Front Flange 4.. Curved Window Head Depth varies by product) n I V 8" CONCRETE BLOCK l/ - I 1. FOR THE RECTANGULAR PORTION OF THE WINDOW, FOLLOW THE REGULAR INSTALLATION INSTRUCTIONS & " TAPCON" SCHEDULE FOR THE MASONRY PORTION OF THE OPENING. DIVIDE EDUA 2. CALCULATE NUMBER OF SCREWS REQUIRED AND SPACING AS FOLLOWS: FOR UNITS UP TO 53 1 /8" WIDE - Eo. 3A. FOR DESIGN PRESSURES UP TO DP35, PLACE SCREWS WITH A MAXIMUM L CENTER - TO -CENTER OF 20". FOR DP35.1 to DP47.2, DO NOT EXCEED 16" SPACING. FOR UNITS FROM 53 1 /4" WIDE TO 108" WIDE - 38. FOR DESIGN PRESSURES UP TO DP35, PLACE SCREWS WITH A MAXIMUM CENTER - TO -CENTER OF 12". FOR DP35.1 to DP47.2, DO NOT EXCEED 9" SPACING. 4. SHIM AT EACH SCREW LOCATION AS SHOWN ABOVE. TITLE: INSTALLATION INSTRUCTIONS FOR THE 7, 771CURVE® HEAD PORTION OF SH or PW UNITS PRODUCTS: • Series 3240/4240 VINYL SINGLE HUNG / PW Series 165/3000/740/744/650 ALUMINUM SH & PW M. I. Home Prod Gratz, PA DRAWN BY. DA S. W. 7/3 SCALE: SNI N/ A 1 c L owes 110 Vin 1 S i 1@ Hu (®Pg eaa i>K17 shot) 3 Comorele or Moewvy Opening Fwmelw omdk * ohers AN. ketveem M gs eer book I I - , Coulk Belmom Beek w.1 Mmcmy ape"q Wood Mm4ft by 0111,wo Eb S T v' flange T g• e1,t.. rnEw. 51i wknalw ey Dlnfere 51eE1 ey GPWM hm I. Shim as reyulred at ouch inatallatlon anchor cis dIowm 2. Anchor must he of a length to have 1 IN penehation Into masonry or Co Mete. A 3: Caulk between window Da" and buck. 4. Caulk lull perkneter of window. S. if exact Pirmlow size h not given, use anchor ewantity for neat larger Wadow, In chart. 6. Gloss thickness sell very afth window, size and design loud. 9 7. Letter designations on the tepcoa location chart indicate where onohors are to be Inatollsd using the elevation as a key. C U C A e C ComwiAs or Mao Opodng TAP0011 T 1A12110N CHM i Ootelds Okae doc P< TRtlM. CODE nlle11900? a WASTE= tOCA11OMs 1— A 317E W. F DPS 10 tit Was 10 irmil 12 Is 1/8 a 25 A b C A A C p Conk Net Im 13 1B 1/2 37 2/8 A a C A A C Ra e, new Buck 14 18 1/6 . 40 5/8 A A C A a C Junb . 11 18 1/6 r 62 A 8 C A It C 16 18 1/6 71 1/4 A A C A 6 C 1/2 32 2S 1/2 25 A a C A k C 1/2 35 25 1/2 37 3/s A a C A a C e• 1/2 34 25 1/2 is41 S/6 A JimC A i C 7 e' 1/7 J6 15 1/2 s 12 A a C A a C 1/2 36 25 1/2 a 71 1/4 A a C A Ac C d ° d 22 36a25 AaC' A a C 23 3e E 37 3/6 A! C A« C 20 so 55 1/e A a C A a C e 25 36 a 62 A Al C A a C i 211 3e 71 1/4 A a C A2 3 at C d' a 32 52 1/6 25 A 33 62 1/8 a 37 3/0 A AC AAC 7.poeA 34 32 1/8 a 4e 5fB A i C A2 s. C 30 52 1/8 it 55 1/4 A 6 C A, 11 C we" auk By DOME 35 52 1/8 a 62 A k C A2 k C .. 3e 52 1/6 a 71 1/4 A a C A. P. C. D Gunk emseen Tr"SfBA1 r--1 ewer a" o.16e knMa DMs.rwbi - FLANGE I a' OAPOW IVM 04AMOMM MAMMY O K115 PKLML IAPCOM, MAM- A QW- M Mvk MTALL.ATHM M&TWUCTIOM S.W. 1/19/02 i FASTENER gCMDUL Concrete or Mwmry Opening, Perimeter Caulk by others Also between flange and buck E 0 End" Frome Sig Mass as Requbvd Tapcon Caulk Detwow Buds and Masonry Opening U) fte e P-® t% Rk, tpo0d Buck by .Others f)4PP6SI Flange 79m Window 1-d 0 Perimeter Caulk — 1 By Others stag+ 9y oth6Solo - a • • ' • • • • • • • • • . Pro -Cast 5o ql ®= v By Others . Caulk Between Flar000 and Pro -Cost Siff 7 AND%, ZDF 1. Shim as required at each installation anchor as shown. I Anchor MU3t be of a length to have 1 1/4' penetration Into masonry or concrete. 3. Caulk between window flange and buck. 4. Caulk full pert peter of window. use anchor quantity for5. if exact window size is not given, next larger window In chart. 6. Cicas thicknew will vary with window size and design load. 7. Letter designations on the tapeon location chart indicate where anchors are to be installed using the elevation as a key. outside Dh"EMSIM Perimeter Caulk — Caulk Betwe" I Flange and Buck Jamb Concrete of Masonry Opening 1jr WN. PEXETRAYIGN 4";LJOSHIM BUCK Inside Inside Dimension Maw A T"an Wood Buck By othersCaulk8GtWW Buck and Opening Cancrele or Masonry opening a v a O utk, By others ings and busk Head v v Topton v N caulk 88tween ®Yak and Masonry opening l- wand Buck by Others T L flange Type w Window Hood 1_71 aloes to Ro**w 1. Shim as required at such Installation anchor as shown. 2. Anchor must be of a length to have 1 1/4" penetration Into masonry or ,concrete. 3. Caulk between window flange and buck. 4. Caulk full perimeter of window. 5. If exact window size Is not given• use anchor quantity for next larger window in chart. 8. Gloss thickness will vary with window size and design load. 7. Letter designations on the topcon location chart Indicate where anchors are to .be installed using the elevation as a key. 8. All factory applied holes not designated for topcon anchor should be filled with #8 screws of sufficient length to provide min. 5/8" embedment into wood buck. r.,.l.. TAPCONLOCATION (*M CODE WINDOW iD Canereta or Mesavy opening SIZE SIZE DO TO OP35 DPJ5.1 TO OF OutsideDinsnslan {{..... 11, Moo PENETRAA C. 0 C, D Prkneler Coulk i C. D C. D ulk CaBetweenC. D C, 0 C. D C. D flange and & 1 C. D C. D Jamb s 1/ 2 32 1/2 33 1/2 34 t/2 35 11/238251/ 2 x 25 25 1/ 2 x 37 5/8 25 1/ 2 x 49 5/8 25'1/ 2 x 82 1 251/2 x 71 1/4 C. D C. D C, D C. 0 C. D C. D C, D C, D C, D B. C. D G 22 23 24 38 at 25 35 x 37 3/B 38 x 49 531 C. 0 C, 0 C 0 C. D C. D C. D r, 4" 4* SHIM "1 fiUGC e> ow Tips Windew Fnma Sic 1 .. inside Dimension rkme eler CadkSill r :.:: w" *..^ •.. By O" Ws s'r 4 tf O Q er•• eatdk Between flange and Pmrcost Ss r Nd TYPE HARDENED MASONRY SCREWS INCLUDE TAPCON, RAWL. a SMPSON a 245 25 65/ 4 C. D B. C. D B. C, D 26 38 x 71 1/4 BCCOD C, D 32 52 a 25 C. D C. D v JJ 52 I/ 5 x x 37 3/8 C, D C. 0 e 34 52 1/ 3 x 49 5/8 C. D 8, C. 0 345 52 1/ 8 x 55 1/4 11. C. 0 B, C. D 36 1/8 if B. C. TwCOn 32s1/ 711/4 C, 0 A 0. WON Buck By Other Coo 8. 2030 3040 24 1/ 4 x 60 1/4 38 1/4 x 4B 1/4 C. D C. D C. 0 C. D Buck and Opening3050381/4 x 80 1/4 C. 0 B, C. D 3M 48 1/ 4 x 6o 1/4 B, C. 0 B, C, D 405D 52 1/ B x 71 1/4 , B, C. D B, C. 0 KINST 4DI' Mx, INSTALLATION INSTRUCTIONSS. W. 1/15/02 a & FASTENER SCHEDULE n f C exxxeR w 1 r I 740/744 SINGLEHUNG I AGE 3 oil l - V i 116, IAM5 A A TOM* L=T1ON MM CODE WINDOW 10 FASTENER LOCATIONS SIZE S12£ DP36 TO DPS2 OP511 TO QP70.8 12 1131/8x25 A & C A 13 151/8x373/3 A & C A & C 14 181/8x495/8 A & C A & C 15 161/8x52 A & C A & C 16 181/8x71 1/4 A&C A & C 1/2 32 25 1/2 x 25 A & C A & C 1/2 33 23 1/2 x 37 3/8 A & C A & C 1/2 34 23 1/2 x.49 S/8 A & C A & C 2 35- 25 12CA & 1 36 25 1 /2/x 7161 /4 A C 22 36x25 A & C A & C 23 36 x 37 3/8 A& C A A C 24 36x495/8 A & C A & C 245 36 x 55 1/4 A& C A& C 25 36u62 A A C A * C 26 36-x71 1/4 A & C A.5&C 32 521/ex25 A & C A&C 33 52 1/8 x 37 3/8 A & C A & C 34 52 1/8 x 49 5/8 A & C A. 8, C 345 52 1/8 x. 55 1/4 A & C A. I C 35 52 1 /8 x 62 A & C A. 9, C 36 52 1 /5 x 71 1/4 A & C A. 9, C. a FASTENER N $ a S STRUCTURAL E TI MULLION ® FLANGE324v shown to seal frame iambs. t®p 1. Run a bead of caulk m both mullion grcwves as jc Stop 2. Place windows and mullions together as shown below, snap cover into accessory grooves. Note: Make sure the snap hooks on both ends of vinyl mull 4yver are .notched bock 1/4" to dear corner welds on wind( Stop & Using the pre -punched installation holes in window jambs as a drill guide. drill 1/8" holes into mullions. Stop J& Attach windows to mullion using # 8 x 2 1/2"" sheet metal screws (not Included) through drilled bottom holes shown below and # 8 x 1 1/2" screws in drilled top holes.. To avoid jamb distortion, do not overtighten screws. Stop L Caulk any voids to prevent any leakage. Ste L Before lifting into rough opening. drill two holes In each clip and insert Into each end of mull au shown below with tab pointing to inside. Fasten each clip tab to construction with two #10 x 1 1/2" screens for structural In 5798 MULL 8x21/2" sheet metal screws 8 x 1 1/2" sheet metal screws 1/8" Drive Holes (drilled) Caulk (2 places) Pre -Punched Jumb Holes Snap cover #V-692 1 3/16" Clearance Field Drille o s 5£E NOTCHING NOTE ABO EJ