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Home My WebLink About120 N Scott Ave (2)CITY OF SANFORD PERMIT APPLICATION Permit # : DS -: ,5q Date: II /Z //9 T r Job Address: -I Zo N JC Z 1 1 &e, 1 Description of Work: REMM & REPLACE , Historic District: Zoning: r' Value of Work: S ZZ DJ.' O Permit Type: Building XX Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool _ Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement Y New (Duct Layout &Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines humbing/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 #: _ -")(, L' rl (%t/ ()/ Ul ' D//DU AA c ( Attach Proo2f of Ownership& Legal Description) 2 Owners Name & Address: FrA14 k RP A/eKe- 120 /\ SC.D'tt / Oe. JAI h4o . /L 7 Z7- Phone Contractor Name & Address: REBEM BERNARDAGWE' S COMPANIES, 8529 S. PARK CIRCLE, SUITE 430, ORLANDO, FL 32819 State License Number. CR ::057468 Phone & Fa:: — — 4 407-327-0910 Contact PersodACKIE CAINES Phone; 407-4!7-2643 Bonding Address: Mortgage Address: Architect/Engineer: NA _ Phone: Address: "'' Fax: Application is hereby made to obtain a pihnit to do the work i 1 certify Chit no work or installation has commenced prior to the issuance of a permit and that all work will' be plrformed A ds w lating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL_WORf, , PL IG , FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. t OWNER'S AFFIDAVIT: 1 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 rosy 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 the owner of the property of the requirements of Florida Lien Law, FS 713. Signature of Owner/Agent Date Signature of Contractor/Agent Dafe lninc ICI Print Owner/Agent's Name Pri t C tractor' ent's e DAA Signature of Notary -State of Florida Date Si of otary-State of Flo ''da Date FLORENCE ATE GRAVE t MY COMMISSION t DD 164260 November 12,200 Owner/Agent is _ Personally Known to Me or Con t ' b p N#KfiWhR0 Me or Produced ID _ P'r 4Jll ed ID APPLICATION APPROVED BY: Bkl 1 0 Zoning: Utilities: FD: Init & Date) (initial & Date) (Initial & Date) (Initial & Date) Special Conditions: Improving Home improvement" 8529 South Park Cr. Suite 430 Orlando, Florida 32819 Bus. 407/370-2872 Fax. 407/352-6309 Limited Power of Attorney Date: I I To: Building Department From: Rebeca Alicia Banuelos-Bernard I hereby name and appoint Nan Holmes, Mindy Holmes & Jackie Caines, a permit service for Lowe's Home Centers, Inc. to be my lawful attorney i f ct to act for me and apply to for a permit for work to be performed at a location described as: Address of Job) Owner of Property) And to sign my name and do all things necessary to this appointment. Thank you for your assistance. Sincerely, Rebeca Alic"i Banuelos-Bernard Regional Installed Sales Manager Primary State Qualifier CRC 057468 Sworn to and subscribed before in this day of d .. '2004. 7/ No.public v My commission expires 1+ " Rebecca Ve'lm MYCOWSSIO"!# DD176963 EMPIRES lanaary 1 z 1037 t;F 60h=TMTROY FAWI URANCEWC T1657-INSTALLED SALES P 4/4 ww- • •,.i,a ,7 frI. N'n1 AA. •' *s ZP rr..rr? ._ tsw r: w 3 J J .ift ~" : j'w . ••`' ,. N'Y ^ r^ - i f:T S+Jj.www Sjr 362 l f ` :S` . . + < fr 1 i .g CONTRACT # 2075 y _ r'T : ^ate .Y*r = :,• wi4t; i ` 4EDSALKSCONTlGi1" i`' T v v [ r mesa g[ Of{c NO. QREET110DP 33 . m `(/ j 7L 7 .G 3TATP . r STATE. rElEPtIO r'ryE( ' p V4 iy A , C f, FL. WA, UP; Lowe' e nwtffy Prtor Ito 19". M STC7 ' p4ltp9trlAN Awt7, [N rll IKNV. I: fivtti'R (!ie Q"f-ed in the r TEt. y EgtRlifiK> j kUM68'}• Arfftl y,,.ry/'M'r4F R l1 l t, C DTI' 1 ne EPA has etsgllesttad that Marls eCMcstlons: The Environmental Protection Age y (EPA) -- exist In dwellings buff 'Tax Installation custo "rs that a lead based paint ht)s>esrd may - - tAbor See - pamphlet EPA 747-K- 04301 for dstslls. Lv ( AWdbic w t ti/ D O W<5- uTotal Z Z. 7 // a 6 Work V to Co,nnrnce upon reesonnbM avallabilhy of Contrm*w which Is antlFlipd6ed tad ___- Lew In daml. Estln. w.d completion dabs Is [IIII In dotta]. NOTICE TO CUSTOMER All items listed In INS contract end apeCHlcatlan aneet(s) are to be Installed undo( points of one agn*edhment upon nt ton rrr or purchase and at to l puce appearing stingon file cortNaet rotrn. This assumes sound existing substrucwres, superstructure and poirrts of eaathmeiar% Extra tabor or materiel incident to I0~(- iron nao-viteted by detective substructures, superstructure, points of avachrnent, or ttic rnoAng of tlxtura6 or appliance x to be billed at extra cost to cuvttxtter. DO NOT SIGN THIS CONTRACT UNTIL COMPLETE AND YOU HAVE fkeAD THE TERMS AND CONDITIONS COMAINEDOW THE REVERSESIDEOFTHISCONTRACT. 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 T"I CONTRACT: YOU ARE ENTITLED TO A COPY OF THIS CONTRACT AT THE TIME OF SIGNATURE- 2 Wf NF_SS OLIR HANDS) AND SEAL(S) BELOW T"r' .. DAY OF l'j71- SrsM1) Owner Specialist or Above SpousE 01 ey. M Df 1 IWte i+ iai4 b ara9da+a•00 left r.- S FILE COPY Elorida Building Code Online Page] of 3 s...?`•'o-a...,x.... ;mc .,a. ._ E a,s'`Yvsh..`'u:.''•...""..'`a`-`.s,?:^....'.a' W r 7 r -1 r 7 r R Overview Product Search Organization Product Search Application User: Public User - Not Associated with Organization - Need_. Help-? Application #: FL663 Date Submitted: 10/21/2003 Product Manufacturer: BetterBilt Address/Plione/email: 650 W Market St Gratz, PA 17030 Category: Windows Subcategory: Single Hung Evaluation Method: Certification Mark or Listing Referenced Standards from the Florida Building Section_ Standard Year Code: AAMA/NWWDA 1997 I0l /IS2 Certification Agency: American Architectural Manufacturers Association Quality Assurance Entity: Validation Entity: Authorized Signature: ANDREW BRILL ABRILL@MIHP.COM Evaluation/Test Reports Uploaded: Installation Documents Uploaded: Product Approval Method: Method 1 Option A Application Status: Approved Date Validated: Page: http://www.flon'dabuilding.org/pr/pr_detl.asp?IPT=663&f n=ROSrch 7/26/2004 Florida Building Code Online Page 2 of 3 1 Go Pagel/2 AA pp/Seq Product Model # or Name Model Description Limits of Use Per manufacturer's Flange Frame installation instructions. 663.1 165 5303 R-35 ore information available p+35.3/-47.2 at: www.mihp.com Per manufacturer"s Fin Frame Oriel installation instructions. 663.2 165 47x89 R-30 ore information available p+33.4/-42.7 at: www.mihp.com Per manufacturer"s Fin Frame Oriel installation instructions. 663.3 165 40x9O R-35 ore information available P+35.3/-47.2 at: www.mihE.com Per manufacturer"s Flange Frame installation instructions. 663.4 165/3000 Oriel 47x89 R-25 ore information available DP+25.9/-34.7 at: w-Anv.mih .com Per manufacturer"s Flange Frame installation instructions. 663.5 165/3000 ROriel36x88R-35 More information available P+36x8 at: www.mihp.com Per manufacturer's Fin Frame 5202 installation instructions. 663.8 165/3000 35 DP+35.3/-43.1 More information available at: Aww.mih .com Flange Frame in Per manufacturer"s Beveled Buck installation instructions. 663.6 165/3000 53x72 R-35 More information available DP+35.3/-47.2 at: www.mihp.com Triple with Per manufacturer"s Continuous Head installation instructions. 663.7 165/3000 and Sill 106x72 R- More information available 20 DP+24.2/-31.4 at: www.mihp.com Per manufacturer"s Fin Frame 4808 installation instructions. 663.9 3240/4250HP 40 DP+47/-47 More information available at: www.mihE.com Per manufacturer"s Flange Frame installation instructions. 663.10 3240/4250HP 53x63 R-35 ore information available p+35.3/-47.2 at: www.mibE.com Triple with Per manufacturer"s Continuous Head installation instructions. 663.11 740/3740 and Sill 10601 R- More information available 30 DP+31.5/-39.7 at: www.mihp.com Per manufacturer"s Flange Frame installation instructions. 663.22 740/3740 Oriel 52x71 R-35 ore information available P35.3/-47.2 t: www.mihp.com Per manufacturer's Fin Frame Oriel installation instructions. 663.23 740/3740 5201 R-35 ore information available P+35.3/-47.2 t: www.mihp.com Fin Frame 39x90 Per manufacturer"s 663.18 40/3740 35 DP+35.3/-47.2 installation instructions. ore information available http://www.floridabuilding.org/pr/pr detl.asp?IPT=663&fin=ROSrch 7/26/2004 Ho ida Building Code Online Page 3 of 3 at: w uw.mih .com Flange Frame Per manufacturers installation instructions. 663.19 740/3740 47x89 R-35 ore information available p+35.3/-42.7 at: «nvw.mih .com Per manufacturer"s Flange Frame installation instructions. 663.20 740/3740 Oriel 47x89 R-35 ore information available DP+35.3/-42.7 at: www.mih .com Per manufacturer's Flange Frame 663.21 740/3740 Oriel 36x88 R-35 installation instructions. ore information available DP+35.3/-47.2 at: www.mihp.com Per manufacturer"s Flange Frame installation instructions. 663.24 740/3740 52x71 R-45 ore information available DP+45/-47.2 at: www.mihl2.com Per manufacturer"s Fin Frame 52x71 installation instructions. 663.12 740/3740 R-45 DP+45/-45 More information available at: www.mihp.com Per manufacturer"s Fin Frame 52x72 installation instructions. 663.13 740/3740 R-45 DP+45/-45 More information available at: www.mih2.com Next p ny Copy_righi-and _ Disclaimer, 02000 The State of Florida. All rights reserved. http://www.floridabuilding.org/pr/pr detl.asp?IPT=663&fin=ROSrch 7/26/2004http://www.floridabuilding.org/pr/pr detl.asp?IPT=663&fin=ROSrch 7/26/2004 MID-LURIDA BU SRS TEL:40-- 9g4069 1i4-pSLLEL'1ioEyyo.00 f 1 nj 7ZP* 3•l ' X 7 gay ».. . 11 r11•r li i9..>•y.a. qo():030.os AAALA/NWWDA 101/LS.2-97 TEST REPORT SUMMARY Rendered to: MI HOME PRODUCTS, INC. SERIES/MODEL: 3240/4240 TYPE: PVC Single Hung Window Title of Test Results RatingH-R40 48 x 78 Overall DesignPressure 40 sf Operating Force 26 lb max. Air Infiltration 0.12 cfm/ Water Resistance C sf Structural Test Pressure 70.5 sf Deglazing Passed Forced En Resistance Grade I0 Reference should he made to Report No. 01-40030.05 data. For ARCHITECTURAL TESTING, INC. P ",./ // Mark A. Hess. Technician MAEibaw for complete test specimen description and 4 1 R Mw t 2.00 19 Architectural Testinil DA 101/1.8.2 97 TFST REPORT Rendered to. MI HOME PRODUCTS, INC. 650 West Market Street Gran, Pennsylvania 17030-0370 Report No: 01A0030.05 Test Date: 12/03/01 And: 12/17/01 Report Date: 03/22/02 Expiration Date: 12/17/05 Project Summary: Architectural Testing, Inc. (ATI) was contracted to witness tests on a serics/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 HR40 48 x 78 rating. Test Specification: The test specimen was evaluated in accordance with A I Ol/I.S.2-97, Voluntary Specifications for Aluminum, Vnyl (PVC) and Wood lrindows and Glass Doors. Test Specimen Description S eries/Model: 3240/4240 Type: PVC Single Hung Window OverallSize: 3' -1/2" wide by 6' 6-1/2" 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' 1" high Finish: All PVC was white. Glazing Details: All active and fixed lites utilized 7/8" thick, sealed insulating glass constructed from two sheets of 3/32" brick, 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. 41 %W 1'' 1' f r., a 130 Deny Court 2=! 1 6Z V ` York PA 17402MOS phorm 717364.7700 C`* - 4, t''+,;::••t ^, ``, tex 717.7644129 22 Au is N 2.oe-2_ 'y~!M.f + .•+ rwww.an:htest cDrn r„ i n 0)-40030.05 Page 2 of 5 Test Specimen Description: (Continued) Weatherstripping: tio Quanti 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 leg wide backed polypile with center fin 5/16" 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 -formed aluminum members with keyed corners. The fiberglass mesh was secured with a flexible spline. Hardware: Description 4uant}tY 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 retainer pin H - y G T "T s r p y` 7.Z M,t.t a .t tytt!1t.•n Test Specimen Description: (Continued) Drainage: Description Ouand 3/16" wide by 1/2" long 4 1/16" wide by 1/2" long 8 01-4003OD5 Page 3 of 5 Location 1" from stiles under glazing Two 2-1/2" from stiles, bottom nail 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 I" 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 Operating Force 26 lbs 30 lbs max. Air Infiltration per ASTM E 283 (See Note #1) @ 1.57 psf (25 mph) 0.12 effiViV 0.3 cfrn/ftmax Note #1: The tested specimen meets (or exceeds) the performance levels specified in AAMAINWWDA IOIAS. 2-9 7forair infiltration. Water Resistance per ASTM E 547-96 with and without screen) WTP = 6.00 psf No leakage No leakage 2. 1.4 Uniform Load Deflection per ASTM E 330-97 Indicators located on the meeting rail) Loads held for 52 seconds) @ 40.0 psf (positive) *0.38" 0.27" max 9 40.0 psf (negativc) *0.31" 0.27" max Exceeds L1175 but passes all other test requirements. 2. 1.4.2 Uniform Load Structural per ASTM E 330-97 Indicators located on the meeting rail) Loads field for ten seconds) @ 60.0 psf (positive) 0.16" 0.19" mad"wiitII i t @ 60.0 psf (negative) 0.17" 0.19 .°•ti oaf if f \ 'rl 44)" r4' L'•• tip i 01 AN30.05 Page 4 of 5 VL— Test Results: (Continued) Parag h Title of Test - Test Method Results Allowed 2.2.1.6.2 Deglazing Test per ASTM E 987 In operating direction at 70 lbs Top rail 0.06"/12.5% 0:50"/1000/0 Bottom rail 0.06"/12:5% 0.50"/1000/0 In remaining direction at 50 lbs Right stile 0.03"/6.25% 0.50"/100% Left stile 0.037/6.25% 0.50"/100% Welded Comer Test 4 comers only, All comers; tested and passed not entire weld Forced Entry Resistance per ASTM F 588-97 Type: A Grade: 10 Lock Manipulation Test No entry No entry Test A 1 thru A5 No entry No entry Test A7 No entry No entry Lock Manipulation Test No entry 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" 0.27" max @ 47.0 psf (negative) *0.52" 0.27" max_ Exceeds IJ175 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) @ 70.5 psf (positive) 0.16" 0.19" max;:;ct•,,,,, @ 70.5 psf (negative) 0.18" 0.19" ` ; la.,.' •, A • t z 17, lf-tw Z2 /.4AcAl 1- Zo %,Cam.,•, O Z 1•r Et1•r may, ` vt" 9rrtlq Ot`i, 01-40030.05 Page 5 of 5 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. 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 MAH:baw 0140030.05 L GAG. j%t /....a. Allen N. Reeves, P.E. Director - Engineering Services A z Mq,ec.4 .LoeZ P•1lrn W er Ago edwsA n ,strut''tuns 32-40 Canards ar MOM"" 101"0" J a 1aPCeT a Ceulr 001w+1n Ivor and Msmonr 00100011v a p v • N..d Bwr sr Olken, a V v B% GIMR1111116 us aa/ eYamIon Hoad 1 h Oars so R$4v""4 a n.ay/ TM• ylede• Iowmw SII m P•A•solor cmtft or Olnss 1 As Caol AA 1` l Br oral„ rhdor Now; ilsd ey ONvs 4111 , v I. 511tm as required at each inslallallan anchor as shown. 2. Anchor Must be of a length to have 1 1/4' penetration Into moeanry orr eonerele. Caulk beiaeen Mlndon tlonge and buck. 4_ Caulk lull perlmrtel of window. 5. If owact window site Is not glum, use anchor Quanlily for ncat larger window In churl, 6. Glass thlcknes-s wit wry wilA window nice and design load, 7. Letter designations an the topcon locution chop Indicolo where anchors ors to be Installed using the devotion an a key, p 0 A A B C IL m C: H0 J F- Gi F- Convolr or IAmwnry a1. r7 000[ 1MiMDVN 10 I°AS17?I01 I,OC nDNs QIINrI Illrssnols, ll• UPI,• SfIL VIE W 10 d11 0PA4.1 ro C P111CTRATIaN A a C A AtC rnw.l. C"t 1 17 to 1/0 1 77 A r C A r c a.lonw I! I 1/0 r 31 3/1 1/ I! 1/B • 18 3/eCwIY A A dt C C Bony and amd IS to ( e 1 eT A A C Jamb e . 10 le 1/e/s 71 1/d AiC A At C 1/I )1 23 1/2 1 Is A t G f/2 M 75 1/2 s A7 3/8 A i C A a 1/1 31 75 I/1 a u $/o A do C A r C VI 3i TST 1/2/i 71 1/4 A All C d •' 4 2I 3o9Z.A AiC did w IS 3i s'31 J/o A I C A At C 21 3i r l /o AiC A b C IS Stir SS 1/4 A All A i C w Iy 36 s of A dl C A o` C 2i JI 0 71 1/4 A b C w 3T S1 1/B a ZS AA iCi C 33 51 1/e r 31 3/0 A All C A Y, G 4e, Too own S7 1/i • A9 J/e A t C A O. G i1J S2 1/e 3; 53 t// A i C G vreod ® u d. Ova* e o as 1/e r 6Z A 6 C A e C' 0 36 31 t/! a 71 1/6 arti sol.rms t,' SMIM i - Imes and arsp1+1 SUCK Inside ainMron ® FLANGE r, WCON' nrt HUMC1 NAUWAY SCMCWS IMCLUAC IARC@r, PAIL 6 SUPS04 004-01-23 08:27 ROUNDHEAD" J "ARCHTOP" OR "HALF ARCH" WOOD "BUILD DOWN" CONSTRUCTION WITH SOLID 2X4 WINDOW BLOCKING BY OTHERS) / rr- G`1yEER'S 5T4 f 7 4 u1t CO C) ROUNDHEAD -OR ARCHTOP UNITS CAN BE STACKED —ON OR INTEGRAL WITH THE FRAME or #10 X SU FICIENT LENGTH FOR 14 MIN. PENETRATION INTO "TWO BY" 1 j" MINIMUM EN TRATION I 1 CAULK, STUCCO, W(Oept1h to " SHIMS, BUCK DRYWALL, 2 JIDE } FRAME DEPTH BLOCKS, & SCREWS BY OTHERS. 4 SCALEFj[lEfiOC Front FIa ge d Window f Heod varies byproduct) n 8" CONCRETE BLOCK ' 1- FOR THE RECTANGULAR PORTION OF THE WINDOW, FOLLOW THE REGULAR INSTALLATION INSTRUCTIONS & " TAPCON" SCHEDULE FOR THE MASONRY PORTION OF THE OPENING. 2, CALCULATE NUMBER OF SCREWS REQUIRED AND SPkCING AS FOLLOWS: FOR UNITS UP TO 53 1 /8" WIDE — 3A. FOR DESIGN PRESSURES UP TO DP35, PLACE SGR6VS WITH A MAXIMUM CENTER - TO —CENTER OF 20'. FOR DP35.1 to DP47.2. 00 NO 'EXCEED 16" SPACING, FOR UNITS FROM 53 1/4" WIDE TO 108WIDE — - 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 1 TITLE: INSTALLATION INSTRUCTIONS F4 CURVED HEAD PORTION OF SH or F PRODUCT: • Series 3240/4240 VINYL SINGLE HU Series 165/ 3000/740/744/650 ALUMINUM FLORIDA" FLANGE FRAME UN DIHDE EQUALLY EO EQ` D• Eo. R THE M.I. Home Products Grot2, PA WUNITS DRAYM BY- DAM 11 5. W. 17/3/02 q G / P Wi: 3H & PW LlNST-CkJRVEj 1 C ITS - TnTPi- P . fat 2004 _.2 M M: Er,x e3 3-2455 I r $, `— P-7J1 b a U Yc lei i my ,, n5T4ngvG/44n 1 A6 ScHE W- Convetie a !!curvy Opening POE 1693 4. Q _ ' ° I Cadk e4twoen Bttdc ww Yosm, opmwq w cad! i+ji4#lO/ Q P-o r FAWl' 7 ti I Wood autk oy otNrrs Pwonstor Ca+! B Ov s A60 betwom to %" and buck 4 Need i f !at I n 111 JJJ x ndov oa E i o o o e a Qos as Roqu&W - Ftangs Two Winch++ Frtme Sill Pwimeter C wk BY Oti+vs Safi • Stud Olftiea Prey -Cast So Coadtk aetwooft Ro roft and P e—COOt s3 i 2004 , = Fez 0 '? ^,_ E*IGI-,A-7-t-M-2455 lnST 114'to I", Cl 1. Shim os required at each instdPDX10t 2 Anchor must be of a length to .haw+ into masonr7 or conmta. 3. Caulk between window flange and bt 4• Caulk full perkvieter of window. S. if exact window size is not given, u next larger window in chart. 6. pass thickness will Viary with windw 7. letter designations on the topcon 1 anchors or@ to be instQlled using tP Gncste of outside pin,ensicn 1' 1i1 PF?tE'fR p~dr trn& Flange and Sums Jamb e 159 n5 Fl`=_ j11 _ Schedule z.oF 3 ` I I anchor as Shown- 1 1 /4' penetration anchor quantity for size and design load ation chart indicate whore elevation as a key. opening I o i v a G f4SHIM -- eurx Inside Mme sio+ d ( a e. Toecap wood ftck By Other" rl ounc 8itt•+ n a& and owing I i I I i f r_ tr+uc i -,w".73-2455_ C A 8 C Jcr DE a 345 A H. C TAPCON LOCATION Co f CODE YlI mw m FASTIMER LOCATIONS SIZE SIZE DP36 m M2 ww-1 TO t> m3 12 111 1/3 x 25 A& C A& C 13 161/8t373/8 AaC A3tC 14 181/8x493/8 A AaC 15 181/8x62 A AaC 15 1111/8x71 1/4 AbeC A & C 1/2 33 25 1/2 x 25 A dt A C 1/2 33 23 1 /2 it 37 3%b A a A d C 1/2 34 25 1/2 'x 49 5/5 A C; A a C 1/2 33 25 1/2 x 62 A a C 1/2 36 25 1/2 x 71 1/4 A Ac A a C 22 36x25 AaC A 23 36 x 37 3/8 A g C A Ac C 24 36 x 49 5/6 A t C A a C 243 36 x 56 1/4 A & A C 25 36x62 A& A 26 36x71 114 A&E A. 32 521/5x25 AaC A a C 33 52 1/8 x 37 3/8 A A C A a C 3a 52 1/Is x 49 Va A a A. C 345 35 52 1/8Jx- x3b1 4 A a C A. 9, C AaG A.B. 36 52 1/6 x 71 1/4 A a C A. 0, C, D FLANGi TMCON' TYPE HM0040 MASONRY SQt-YlS IKCWDE TAFK=. RAIL t SMPWK F3240 ALLATION INSTRUCTIONS s-w- 1/1/02 FASTENER SCHEDULE NONE1 VIKYL SINGLE.. HUNG I- INST'i PLANS RPpjjL tIED CBTY OF SANFORD