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HomeMy WebLinkAbout2295 S Grand View AveCITY OF SANFORD PERMIT APPLICATION Application # : r Submittal Date: Job Address:acTFs 5 G -MA Value of Work: $ r"l� Parcel ID: �:'�� _5 ` -L�- ' Zoning: Historic District: Description of Work:-CLC_.Q\k W i /\ t. >, S Square Footage: _ ........................................................................................................................ Permit Type: Building 1 Electrical ❑ Mechanical 0 Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑ Electrical: New Service - # of AMPS Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑ Mechanical: Residential ❑ Non -Residential 13 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 ❑ Commercial 0 Occupancy Type: Residential 1t Commercial ❑ 'Industrial ❑ Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required ) ......................................................... ................ ............................................... PropertyOwner: �C re , �2-S Contractor: wt...A...w uu..aa t.... �a�t5 �, , Address: r. rny �w '�-e_ Address: 4� a Ste. #,412 AIMMnnto Snrinne FI '197!,A Phone�� C�S'5_ 5> E-mail: Phone: -[-L(160.; State License Number:cSCG �3) �L�.°! 7� (o Bonding Company: Mortgage Lender:.... _,.... _ Address: Address: Architect/Engineer: Address: Plan Review Contact Person: Phone: Fax: Phone: Fax: E-mail: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKSy 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 I will notify the owner of the property of the requirements of Flor da Lien Law, FS 713. Signatur Owner/Agent V Date S' afar of Contractor/Agent Date ,C) *,_1_ %\_ Name �b PI Notary Public State of Fbrda Y' Jennfer Burke My Commission DD543347 a a Expires 05/27/2010 Owner/A tis Personally Known to Me or uced ID APPROVALS: ZONING: Special Conditions: Rev 02/2007 Ldzi16-7 Date UTIL: FD: Prim ntractor/Agent's Nle " .a Signature of Notary -State ofFlorid��� 16.2 °Lr Contractor/Agent is _ PersonvD11e or �� , •:IG� Produced ID % �`^� "0i e`, •� 0� — _T 1.2ii Z(j �� • �� ENG: 0M Permit Number Parcel Identification Number N-`` --S 1' 21 VW"U � Prepared by:e�>" Return Window World Inc. 624 Douglas Ave. Ste. 1412 Altamonte Springs, FI 32714 NOTICE OF COMMENCEMENT State of V County of 111110 16 Iii 4 iii i iiia MARYANNE MURSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 06738 fig 1043-1 Qpg) CLERK'S # 2007093336 RECORDED 06/36/2007 11:501:5°T Aij• RECORDING FEES 10.00 RECORDED BY H AeUore etuir-p COPY ikARYANfd M()R5b: _. CLERK OF CER/ UIT uOURTe,, SEMINO COU,11'lFLORIDA The undersigned hereby gives notice that improvement(s) 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 gescriptign of property legal de�s`ription of the property, and stree4 address if available) 3 Sly c�.nC� `RL�M;r��C,. 2. General description o� improvement$$ Pc 'a'a` s 3. Owner information Name Telephone Number Address S_�Fax Number Interest in Property: SO 4. Fee Simple Title Holder (if other than owner shows above) Name Telephone Number Address/,,-�� 1 Fax Number 5. Contractor Window World Inc. Name 624 Douglas Ave. Ste. 1412 Telephone Number Address Altamonte Springs, FI 32114 Fax Number 6. Surety (if any) Name Address n f 7. Lender (if any Name Address f Telephone Number Fax Number Amount of bond $ _ Telephone Number Fax Number 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by 713,13(1)(a)7, Florida Statutes. Name Telephone Number Address// Fax Number 9. In addition to himself, or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. Name Telephone Number Address Fax Number 10. Expiration date of notice of commencement (if expiration date is one year from the date of recording unless different date is specified): oe Date Signed Sign ture of Owner (Note: per 7 .1 (g), "owner must sign ..-. and no one else m y be permitted to sign in his or her stead." tV,JO •-obI �-S 3 - "b--- i Sworn to antsubscribed.before me t is day of , 20 1 � by A,QfL. who is personally known;to me OR / produced as identification. A�0'h Notary Public State of JennffDr Burke Sign ur of Notary a My Commission DD543347 'r oa rs t zpires 05/27/2010 23.20 (9/04) 6 *16�Lg t7 Central Florida, Inc. "Simply the Best for Less" 624 Douglas Avenue, Suite 1412 • Altamonte Springs, FL 32714 (407) 389-1400 • Fax (407) 389-1402 —fes Name: c�, Install Address: Cv t(C `=-c�l�r�� City, State, Zip: 5%,&'—d Phone (H):J Phone (W): U t em ld+tC . Phone (other): DOUBLE HUNG Series 4000 DH Insulated 101 UI Series 4000 DH Insulated 1011-11 + Series 4000i DH Insulated -(Z-Half Screens Full Screens Double Locks (on windows >25") 1PPG Solarban 60 Low -E Glass to Argon Gas Foam Insulation on Jambs Colonial Grids r $200 �! $223 $244 L/ W, $15 15-0 $29 $5 $32 da $14�"� $yi_ $32 14k SLIDER -CASEMENT 2 Lite Slider Insulated 3 Lite Slider Insulated Casement Insulated Colonial Grids —]--PPG Solorban 60 Low -E Glass/Argon $369 $549 $339 $52 $52 - Lifetime Glass Breakage Warranty Almond Color $11 Contoured Grids Almond Color Tint Gray/Bronze $37 $45 $30 Half Screens Full Screens Tint Gray/Bronze $15 $29 $30 Wood Grain, Interior (4000 or 6000) $90 Oriel / Cottage Style (40/60 or 60/40) $45 PATIO DOORS & FIXED GLASS (Fixed Glass) Insulated $329 3�1 _ J. D_ Lifetime Glass Breakage Warranty IMPACT Speciality Window Series 3100 SH $ Low -E Patio Door/Argon Gas $125 Series 3102 2 Lite Slider $ Vinyl Sliding Patio Door 5'x6'8" $750 Series 3104 Fixed Glass $ Vinyl Sliding Patio Door 6'x6'8" $875 S es 51I Sliding Patio Door Ft. $ rGi1�r Vinyl Sliding Patio Door 8'x6'8" Vinyl Sliding Patio Door 9'x6'8" Screen Patio Door $975 $1075 $58 MISCELLANEOUS Grids Patio Door Removel & Install Custom Exterior Trim $100 $100 $75 Cu tor -Exterior Cap & Wrap $50 Window Removal ` X66 70 c1 Mull to Form Multi -unit 1 1 $55 IQ — ^� Tempered DH Sash (BSO) (TSO) $35 .10 Tempered Other $8/Sq. Ft. You the buyer are responsible for the removal i Obscured Glass Tint Gray or Bronze $30— $45 _ and installation of any existing security system, burglar bars,drapes, blinds, A/C . Initial: You the buyer may cancel this transaction at any time prior to midnight of the third business day after the date of this transaction. Notice of cancellation must be in writing postmarked no later than midnight of the following third business day. 7 THIS IS A CUSTOM ORDER NO EXTRA WORK IF NOT IN WRITING! Please see reverse side for additional terms & conditions. Customer Agrees to the terms of Payment as follows: yam' Extra Labor $ Landfill Disposal Fee $50 $ $50.00 Permit & Fees $ rYO,00 Total Amount $ LO)a. az Custom Order Deposit 50% $ (S Q Ck# Balance Paid to Installer upon Completion $ r7 1 �( ,c o Buyer agrees that he has read and understands all terms and conditions on front and back of this contract and agrees to each and every term and condition. Salesman Date fr Date White Copy - Original Yellow Copy - Customer POWER OF ATTORNEY Date: (O—C ' `'CTI I hereby name and appoint 0( a (SCJ of To be my lawful attorney in fact to act for me and apply to the 7z"Sa,r-"k6 I—C)S' Building Department for a \ l'W permit for work to be performed at a Location described as: Section , Township Range , Lot . , Block Subdivision Cvr�1� \ \ (address of job) and sign my name and do all things necessary to this apPoi (Type or print and signature name The foregoing instrument was acknowledge before me this By Who i ersonally known_toelwho produced As identification and who did not te oath. State of Florida, County of J� Commission ` DD ,yi j3 u % (Notary My Commission Expires: 1100 ,? No Public State of Florida Jennifer Burke My Commission DD543347 or w Expires 05127/2010 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2 http://www. scpafl. org/weblre_web. seminole_county_title?parcel=31193151100000740... 6/13/2007 ' 3 Ju � L7 L _.AVID JOHNSON. CTIWJM;- PROPERTY � 3 /7 � APPRAISER 74.4 1 4 C_MINO E COUNITY r -L. .q871= s m 4—� I _ 7A 4 A.1 x rar aC . 7f i L 44.A 37 c..5 - 7 5C 5 A.3 4 81.0 a,' 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 31-19-31-511-0000-0740 Number of Buildings: 1 Owner: HUGHES BARBARA A Depreciated Bldg Value: $80,889 Mailing Address: 2295 S GRANDVIEW AVE Depreciated EXFT Value: $400 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $32,300 Property Address: 2295 GRANDVIEW AVE SANFORD 32771 Land Value Ag: $0 Subdivision Name: ROSE COURT $113,589 Tax District: S1-SANFORD Assessed Value (SOH): $56,902 Exemptions: 00 -HOMESTEAD (1994) Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $31,902 2006 VALUE SUMMARY SALES Tax Amount(without SOH): $1,620 $601 Deed Date Book Page Amount Vac/imp Qualified WARRANTY DEED 08/1983 $44,500 Improved No $1,019 2006 Taxable Value: $30,514 DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LEGAL DESCRIPTION LAND PLATS: Pick... Land Assess Land Unit Land LEG BEG SE COR LOT 75 RUN N 24 DEG 52 Method Frontage Depth Units Price Value MIN E 76.55 FT N 57 DEG 21 MIN 59 SEC W 130.98 FT SWLY ON CURVE FRONT FOOT & 76 143 .000 425.00 $32,300 DEPTH 91.12 FT S 63 DEG 17 MIN 18 SEC E 145.32 FT TO BEG ROSE COURT PB3PG4 BUILDING INFORMATION Bid Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New Num 1 SINGLE 1951 3 1,191 1,786 1,191 BOCK ONC $80,889 $129,422 FAMILY Appendage / Sgft OPEN PORCH FINISHED / 130 Appendage / Sgft OPEN PORCH FINISHED / 105 Appendage / Sgft GARAGE UNFINISHED / 360 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New FIREPLACE 1951 1 $400 $1,000 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. http://www. scpafl. org/weblre_web. seminole_county_title?parcel=31193151100000740... 6/13/2007 WINDOW MEASUREMENTS 1 NAME: # OF STORIES:____ MEASURED.BY: -X OfmmF TYPE OF CONSTRUCTION: �'`' _ TYPE OF WINDOWS: `- # OF WINDOWS: I(� It 04"; 2 3 4 7 8 9 10 11 12 13 14 15 16 17 18 19 20 11 Drawing Screwed in: :i Stucco: Brick: Other: �mmmmmm =MENNEN 11 Drawing Screwed in: :i Stucco: Brick: Other: Architectural Testing July 11, 2006 Marsh, Fernbaugh, Director of Testing Associated Materials, Incorporated 3773 State Road Cuyahoga Falls, Ohio 44309-1365 RE: Masonry Installation of 0201 Double Hung Windows sizes 4' 0" wide by 6' 6" tall and 3' 0" wide by 6'0" tall. Dear Mr. Fernbaugh: 1 have performed an installation fastener analysis for your 0201 Double Hung Window installed to masonry walls. The windows considered were as follows: Re= N 4'0" x 66" 30 psf 62508.02-501-47 3' 0" x 6'0" 50 psf 62509.02-501-47 My analysis assumed using 3/16" diameter Tapcon anchors with a minimum embedment of 1-1/4". To safely resist the design wind pressure, 7 such anchors are required. At installation, use three (3) anchors in each jamb: one near the top and bottom corners and one (1) at mid span, And, one (1) anchor in the mid span of the head. If you have any questions regarding my analysis, please contact me. Sincerely, ARCHITECTURAL TESTING, INC a"ro�- 4. A4&44Z� 114 40 Joseph A. Reed, P.E. Director — Engineering Services JAPQar cc: 65030.02-122-34 130 Derry Court York, PA 17406.8405 phony 717.764.7700 fox: 717.764-4129 www.archtest.com TAPCON Sal ATE LOCATIONS 0"I IQPm=I WJO DZD1 DOUBLE HUNG 6503D.02 122-34 MIM' ASSOCIATED MATERIALS, INCORPORATED WINDOW JAMB 3/16' TAPCON AWHOR M NDIUM 1-1/4' KNETRATION INTO MASONRY FRAMING CTYPJ HORIZONTAL. SECTIONOTESN L INSTALL (3) 3/16' DIA. TAPCONS PER JAMB, 3' FROM EACH CORNER AND MID SPAN ABOVE MEETING RAIL. AND, (1) IN THE MID SPAN OF THE HEAD (7 TOTAL), 2 SELECT SCREW LENGTH SUCH THAT A KNIMUM PENETRATION OF 1-1/4' IS ACHIEVED INTO THE MASONRY FRAMING. 3. INSTALL TAPCON ANCHORS ACCORDING TO TAPC13N INSTALLATION INSTRUCTIONS 4. SEAL INTERIOR AND EXTERIOR PERIMETERS WITH SILICONE CAULKING 5. MASONRY FRAMING SHOULD BE CONCRETE, MASONRY BLOCK. OR LIGHTWEIGHT MASEMY BLOCK. 6. ATI TEST REPORT 62WBA2-501-47 MODEL 0204 ALLOWABLE DESIGN WIND LOAD (IaP.J 4'-0' X 6'-6' +/- 30.0 psf 3'-O' X 6'-0' 5%0 Psf Sm" MAX) FRAMING Joseph A. Reed 130 Derry Court York, PA 17406 FL PE #513920 �^ e i MASONRY INSTALLATI13N DRAWING "I Florida Building Code Online Page 1 of 3 h a Qv2rJ3v; �rod� ::,rci, icarii_aiun PI'odua , :,Cal"Ch Application d. User: Public User - Not Associated with OrganizationME - 10 Need --Hell)..? Application #: FL1089-R1 Date Submitted: 06/14/2005 Code Version: 2004 Product Manufacturer: Alside, Inc., Division of AMI Address/Phone/email: 3773 State Road Cuyahoga Falls, OH 44223 (330) 922-2108 Technical Representative: Marsh Fernbaugh Technical Representative Address/Phone/email: 3773 State Road Cuyahoga Falls, OH 44281 mfembaugh@alside.com Category: Windows Subcategory: Double Hung Evaluation Method: Certification Mark or Listing Referenced Standards from the Florida Building Section Standard Year Code: ANSI/AAMA/NWDA 1997 1011S-2 Certification Agency: American Architectural Manufacturers Association Quality Assurance Entity: Validation Entity: Authorized Signature: Marsh Fembaugh mfembaugh@alside.com Evaluation/Test Reports Uploaded: Installation Documents Uploaded: http://www.floridabuilding.org/pr/pr detl.asp?IPT=1089&RV=1&fin=ROSrch 12/12/2005 rage 4 of Florida Building Code Online Product Approval Method: Application Status: Date Validated: Date Approved: Date Certified to the 2004 Code: Page: Method 1 Option A Approved 08/05/2005 08/24/2005 Page 111 Next http://www.floridabuilding.org/pr/pr detl.asp?IPT=1089&RV=1&fn=ROSreh 12/12/2005 pp/Seq Product Model#'or Model Limits of Use # Name Descri tion Replacement: 0201:48x78 (1/8" 8x78 DP30,annealed) DP30, 44x77 x77 D1335, (1/8" annealed) D1335, 1089.1 0201 44x6O DP45, 44x60 (1/8" annealed) 6x72 DP55; 1/8" DP45, 36x72 (1/8" lassannealed) DP55 New 0301:48x77 (3/32" Construction: annealed) DP25, 44x77 :.8x77 DP25, (3/32" annealed) DP30, 1089.2 0301 44x77 DP30, 4x60 (3/32" annealed) 460 DP35,�� DP35, 36x72 (3/32" 36x72 DP50; 3/32 annealed) DP50 lass Replacement: 040148x78 DP25 (1/8" 8x78 DP25, an 44x77 (1/8" x77 DP30, annealed) DP30, 44x60 1089.3 0401 4460 UP40, (1/8" annealed)DP40, 6x72 D1335; 1/8" 36x72 (1/8" annealed) lass DP35 Replacement: 0501:52x84 (1/8" 52x84 DP25,annealed) DP25, 44x77 477 DP40, (1/8 annealed) OP40, 1089.4 0501 x60 DP45, 44x6O (1/8" annealed) 6x72 D1345, DP45, 36x72 (1/8" 36x60 DP60; 1/8" annealed) DP45, 36x60 lass 1/8" annealed DP60 eplacement: 52x61 DP35; 1/8" 0501:52x61 "C" package 1089.5 0501 glass,3 cam�� (1/8" annealed) DP35 locks/keepers, DP 'lt.latch wT'H Kev" Replacement: x77 DP30, 8001:44x77 DP30,44x60 1089.6 8001 44x6O DP40, DP40,36x72 DP40 6x72 DP40; 3/32" lass Replacement: 477 DP35, 9001:44x77 DP35,44x60 1089.7 9001 460 DP50, .6x72 D1350, DP50,36x72 DP50,36x60 3.6x60 DP65; 3/32" DP65 lass Next http://www.floridabuilding.org/pr/pr detl.asp?IPT=1089&RV=1&fn=ROSreh 12/12/2005 VO/ LV/ LVV! 1L. Vl JJV JLL LL LV •r .',wa✓� ._. ....•. ,.��.., a. ... Architectural Testing September 24, 2004 Marsh Fernbaugh, Director of Testing Alside Window Company 3773 State Road Cuyahoga Fails, Ohio 44309-1365 RE: Masonry -Installation of 0601 Double Hung Windows. Dear Mr. Fembaugh: I have performed an installation fastener analysis for your 0601 rouble Hung Windows installed to moony walls. The windows considered were as follows: Size Dia Test ftgrt No, 41"x 70" 25 psf AT105-30600.01 4'4"x 5'1" 35 psf ATI 05-30600.01 3'811x 615" 35 psf ATI 05.30600.01 3'8"x 510" 55 psf ATI 05-30600.01 1 3'4"x 50" 55 psf ATI 05-30600.01 31011x 6'0" 55 psf ATI 05-30600.01 My analysis assumed using 3/16" diameter Tapcon anchors with a minimum embedment of 1-1/4". To safely resist the design wind pressure, S such anchors are required. At installation, use three anchors in each jamb: one near the top and bottom corners and one near the mid span, and one anchor in the head and sill near the midspan. This installation detail is appropriate for smaller windows of this model subjected to the same design wind pressure. If you have any questions regarding my analysis, please contact -me. Sincerely, ARCHrFEC'fURAL TESTING, INC Q airdwla�wf�f Joseph A. Reed, P.E. Director — Engineering Services JAR;Jar cc; 53672.01-t22-34 110 Derry Court York, PA 17402.9405 phone: 717-764.7700 fax: 717.764.4129 www. mr#-hfatf. rnn+ �tFIc •vo 7�. Ste MA M A—A 31W SHY 3/4' WM A 3,fe' TAPDM 3116' TA KM 1-1/4' UUMM EMBEIM"T WM Fi omm (T1iP.) B—B tmm 1. (3) 3/48• TAPMS PER JAM ONE AT EACH ( CORKER AND (1) AT THE NOWAK AND (1eN THE K�pp A116 SU AT 1W blbOM (6 IWALl Si16CT ANCHOR LDI MN SW TNA? A WOM T OF 1-1/4' 6 ACHIEVED PM TW MASONRY MVA ti 2 BSTALL TAPCM ANC11M AGCORO" m 10 TAPODH 1NVALLAI{Oa16d51RlfCTl01�9. 3. SEAL. INE 1Itf1E1110tt AND EOflE>A1OR PER TEM WM SMJ0011E CAUUMa 0. MASWW FRAMM S1i011L0 6E CONCREX MASONRY BLOCK. (* L 04WE10NT MA900Y BLOCK. Joseph A. Redd 130 Derry Ci York, PA 17402 FL PE X20 mom 0501 AUDWAKE DES= Alf TEST REPORT i ,W-4' x 7* -0' +/— 25.0 paf 05-30600.41 4,-4' x 51-1' 4/— 35.0 W 05— 01 3'—ar x 6'—S */— 35.0 prat 05-30BOQ01 3'—B" X 5'—C t/— 3&0 Psf 05-30500.01 S-4' X V-0' +/— S&O Pof 06-30NO 01 S-0" X W—O' +/— 55.0 pof 05-30600.0? �,*.�Jr-rte,•. r>tie� "0C PACT NAW- 0601 DOUBLE HUNG 2 01-53672 01 ter: A MASONRY INSTALLATION 122-34 ALS3DE INC. a /ns 1 Z Florida Building Code Online V ENT pf Vizi R� GammranitY. raAfFairs �� r Overview Product Search OrganizationProduct Search Application User: Public User - Not Associated with Organization - Application #: Date Submitted: Code Version: Product Manufacturer: Alside, Inc., Division of AMI Address/Phone/email: 3773 State Road Cuyahoga Falls, OH 44223 (330) 922-2108 Technical Representative: Marsh Fernbaugh Technical Representative Address/Phone/email: 3773 State Road Cuyahoga Falls, OH 44281 mfembaugh@alside.com Subcategory: Double Hung Evaluation Method: Certification Mark or Listing rage i of z- Referenced Standards from the Florida Building Section Standard Year Code: ANSI/AAMA/NWDA 1997 1011S-2 Certification Agency: Quality Assurance Entity: Validation Entity: Authorized Signature: American Architectural Manufacturers Association Marsh Fernbaugh mfembaugh@alside.com Evaluation/Test Reports Uploaded: Installation Documents Uploaded: PTID 1233 R1 I Certification http://www.floridabuilding.org/pr/pr_detl.asp?IPT=1233&RV=1 &fm=ROSrch 10/28/2005 Florida Building Code Online Product Approval Method: Application Status: Date Validated: Date Approved: Date Certified to the 2004 Code: Page: Go Pro rg am._pdf Method 1 Option A Approved 09/21/2005 09/22/2005 Page 1 11 rageLoiL pp/Seq # Product Model # or Name Model Descri tion Limits of Use Replacement: 5241 DP35 (+36/-50); "C" 0601 w/"C" 1233.1 0601 package (3 cam package:52x61 DP35 locks/keepers, (+36/-50) 'DP" tilt latch T'HKe" Replacement: 2x84 DP25, 0601:52x84 DP25,44x77 1233.2 0601 4x77 DP35 4x60 DP55 (+/- DP35,44x60 DP55(+/- 0), 36x72 DP55. 0),36x72 DP55 (+/-65) +/-65 Next Var161gm ri ht aCo nd i Dsclaimer ; ©2000 The State of Florida. All rights reserved. ` 5h�wrcatl P_Y_-9----- 9 �- VERIFY► �.....-'c'cm.+.a�,x.. ..;..�F�G..a.d. ,,;<;.ar.wJt::;:.,.�.,�1?Y.,sur-i;..u'S Cxrthari�lu..: 'r.;"ra3: a;:a.4,N§tri rr�-�+rnr� n._;�ilLh'Yc"d'L.niuc..il.,.. h4://www.floridabuilding.org/pr/pr_detl.asp?IPT=1233&RV=1 &fin=ROSrch 10/28/2005 3 Architectural Testing Marsh Fembaugh, Director of Testing Alside Window Company 3773 State Road Cuyahoga Falls, Ohio 44309-1365 March 30, 2003 e RE: Masonry Installation of 0970 Fixed Winda..w size 6'0"wide by 4'0" tall. Dear Mr. Fernbaugh: z` I have performed an installation fastener analysis for your 0970 Fixed Window installed to masonry block walls. The window size considered was a 610"wide by 4'0" tall (DP = 40 PSF). The design wind pressure for this window was determined by the testing documented in ATI Test Report 05-30442.01. My analysis assumed using 3/16" diameter Tapcon anchors with a minimum embedment of 1-1/4". To safely resist'the design wind pressure, 7 such anchors are required. At installation, use two anchors in each jamb: one near the top and bottom corners, and three anchors in the head: one near each corner and one at the mid span. This installation.detail is appropriate for smaller windows of this model subjected to the same design wind pressure. If you have any questions regarding my analysis, .please contact me. Sincerely, ARCHITECTURAL TESTING, INC Ocoh'A. eed, P.E. tor _ Engineering Services JAR:jar cc: 05-30442.01 130 Derry Court York, PA 17402-9405 phone: 717.764.7700 fax: 717.764.4129 www.archtest.com �d773 N m M cu cu Q1 C9 M M cn w U H D lyu W t LL r -i m U) N i m O 2 a' Tapcon Anchor Vith Mlninun of 1-1/4' — netratlon In to Concrete Framing (Typlcat) EXTEK& ELEVATION SECTION — B d i t a r L� a `• SNIM (MAX) / MASONRY FRAMIW/ INUTES, 1. (2) 3/16' DIA. TAPCONS PER JAMB, 3' FROM EACH, AND (3) IN THE HEAD, 12' FROM EACH END AND ONE NEAR THE MIDSPAN (7 TOTAL). SELECT SCREW LENGTH SUCH THAT A 141NIKIJM EMBEDMENT OF 1-1/4' IS ACHIEVED INTO THE MASONRY IFRAMING, 2. INSTALL TAPCON ANCHORS ACCORDING TO TAPCON INISTALLATION INSTRUCTIONS. 3. SEAL INTERIOR AND EXTERIOR PERIMETERS WITH SILICONE CAULKING. 4. MASONRY FRAMING SHOULD BE CONCRETE, MASONRY BLOCK, OR LIGHTWEIGHT MASONRY BLOCK. Model 0970 ALLOWABLE DESIGN ATI TEST RF3ORT # WINDLGIAD (DP-)- 6'-0' X 4'-0' */- 40.0 psf OS -30442. 1 Joseph A. Reed 130 Derry Ct York, PA 17402 FL FE #58920 DRAVING "` p•ECT 181 PRUE= NA' A-44093 ME 222 -34 0970 FtxED VIND0IJ MASONRY INSTALLATION DRAWING DAS I cLWal ALSIDE INC. Y.,� 4/ 9/03 1 - Florida Building Code Online uA► Ekf OF Cammunity' rage i vi T- I r M r Overview Product Search ,r Product User: Public User - Not Associated with Organization - 1Vee.dl+elp_? Application #: FL4738 Date Submitted: 06/17/2005 Code Version: 2004 Product Manufacturer: Alside, Inc., Division of AMI Address/Phone/email: 3773 State Road Cuyahoga Falls, OH 44223 (330) 922-2108 Technical Representative: Marsh Fembaugh Technical Representative Address/Phone/email: 3773 State Road Cuyahoga Falls, OH 44281 mfembaugh@alside.com Category: Windows Subcategory: Fixed Evaluation Method: Certification Mark or Listing Referenced Standards from the Florida Building Section Standard Year Code: ANSUAAMA/NWDA 1997 1011S-2 Certification Agency: American Architectural Manufacturers Association Quality Assurance Entity: Validation Entity: Authorized Signature: Marsh Fernbaugh mfembaugh@alside.com Evaluation/Test Reports Uploaded: Installation Documents Uploaded: http://www.floridabuilding.org/pr/pr_detl.asp?IPT=4738&RV=O&f n=ROSreh 11/7/2005 Florida Building Code Online Product Approval Method: Application Status: Date Validated: Date Approved: Date Certified to the 2004 Code: Page: Go Method 1 Option A Approved 08/05/2005 08/24/2005 Page 111 Yage 2 or pp/Seq Product Model # or Model Limits of Use # Name Description New Construction: 0104: 72x36 (1/8" 738.1 0104 72x36 DP50,annealed) DP50, 48x24 8x24 DP65; 1/8" (1/8" annealed) DP65 lass Replacement: 0204: 72x84 (5/32" 738.2 0204 2x84 DP30; annealed) DP30 5/32 lass Replacement: 0704: 72x36 (1/8" 738.3 0704 2x36 DP50, 8x24 131365; 1/8" annealed) DP50, 48x24 lass (1/8 annealed) DP65 Replacement: 0970: 96x60 (5/32" 96x60 DP40, nnealed) DP40, 72x84 738.4 0970 72x84 DP40, (5/32" annealed) DP40, 0x72 DP50; 0x72 (5/32" annealed) 5/32" lass DP50 Next 631nx4.....:.�,r ar �` Li 3` -_ ",�`" .x' % �' •Yy. +ferls��m it Co n ht and Disclaim !n �aeure�d�, �y.__g____.___er ; ©2000 The State of Florida. All rights reserved. VER6FY� ...4 owl �..��.0 Wu http://www.floridabuilding.org/pr/pr_detl.asp?IPT=4738&RV=O&fin=ROSrch 11/7/2005