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Home My WebLink About415 S Mellonville AvePL RECEIVED SOV Z019 CITY OF SANFORD . BUILDING & FIRE PREVENTION PERMIT APPLICATION i Application Ny: Documented Construction Value: $ Job Addr ss: 'Ake) S Alor)1 Q_ iY- Historic District: Yes No Parcel ID: 30-19 -31- 5 Z5 -0000 - 00 9 0 Zoning: Description of Work:' ,0 let -C. -e. 3 _:> Y Plan Review lContact Person: Ana v x ep Title: Phone: aS-1-)CIZ \4 LA S Fax: 1p7 `0 Z aJ U E-mail: n Property Owner Information Name C.r.i Z C. Phone: Street: *A-W'0n d '1 ` 1,1 2 6-E- Resident of property? City, State Zip: Contractor Information Name - 00" OcdJ r P•J ASSoc.- Phone:, r'- i 1Zq 1 Street: dolt SW 1) Z-.Q Fax: gn ` TI 11 ? a 0 City, State Zip: +?l (N wa0 CQ 33 IZ State License No.: C - b C QLP 1' WC') 0 Architect/Engineer Information Bonding Company: Building Permit 3/ Square Footage: No. of Dwelling Units: Electrical New Service - No. of AMPS: Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: Flood Zone: No. of Stories: Plumbing New Construction - No. of Fixtures: Mechanical 0 (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads: 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, tanks, 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. 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 Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. a- 20•zo/C Signatu a er/Agent Date Produced ID Type of ID APPROVALS: ZONING: M UTILITIES: ENGINEERING: 1819AN Sign ilataofContractor/Agent Date Print Contractor/Ahnt's Name v • a 7483 Signature of Not -state of Fl QLD IgQQ 1Z C+Q MM\ Sg\Q moet or!'.A153 1p0lisq Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: COMMENTS: Rev 11.08 Seminole County Property Appraiser Get Information by Parcel Number http://www.scpafl.org/web/re_web.seminole_count)_ it]e?PARCEL= DAYID JOHN5oi4,,Cr+A. ASA P t)PERTY APPRAISER SEMINOLEGOUNT-rF _ j' 1101'E. FIRSf.S_T SANFORO FL 3277t-1468 407 655.-'75016 GENERAL Parcel Id: 30-19-31-525-0000-0090 Owner: PACK LEAH M Own/Addr: Mailing Address: 415 S MELLONVILLE AVE City,State,ZipCode: SANFORD FL 32771 Property Address: 415 MELLONVILLE AVE SANFORD 32771 Subdivision Name: FORT MELLON Tax District: S1-SANFORD Exemptions: 00 -HOMESTEAD (1997) Dor: 01 -SINGLE FAMILY VALUE SUMMARY Assessment Value VALUES 2011 Working 2010 Certified Value Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 93,994 94,806 Depreciated EXFT Value 9,180 9,682 Land Value (Market) 47,619 47,619 Land Value Ag 0 0 Just/MarketValue 150,793 152,107 Portablity Adj 0 0 Save Our Homes Adj 12,899 17,838 Amendment 1 Adj 0 0 Assessed Value (SOH) 137,894 134,269 Tax Estimator WARRANTY DEED 09/1978 01188 0605 $5,400 Vacant Yes Portability Calculator 2011 TAXABLE VALUE WORKING ESTIMATE Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 137,894 50,000 87,894 Amendment 1 acfustment is not applicable to school assessment) Schools 137,894 25,000 112,894 City Sanford 137,894 50,000 87,894 SJWM(Saint Johns Water Management) 137,894 50,000 87,894 County Bonds 137,894 50,000 87,894 Potential Portability Amount is 12,899 The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates. SALES Deed Date Book Page Amount Vaclimp Qualified 2010 VALUE SUMMARY QUITCLAIM DEED 03/2010 07346 1002 $37,400 Improved No Tax Amount (without SOH): $2,246 QUITCLAIM DEED 07/2002 04489 1514 $100 Improved No 2010 Tax Bill Amount: $1,888 QUITCLAIM DEED 01/1999 03585 0771 $100 Improved No Save Our Homes (SOH) Savings: $358 WARRANTY DEED 12/1996 03181 0087 $97,000 Improved No 2010 Certified Taxable Value and Taxes WARRANTY DEED 03/1981 01328 1022 $69,500 Improved Yes DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS WARRANTY DEED 09/1978 01188 0605 $5,400 Vacant Yes LAND LEGAL DESCRIPTION Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: Pick... FRONT FOOT & DEPTH 148 140 .000 325.00 $47,619 LOT 8 (LESS N 29.42 FT) & ALL LOTS 9 & 10 FORT MELLON PB 3 PG 69 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures .-...Base::SF. Gross SF Living SF Ext Wall. Bid Value Est. Cost New .._.. Building 1 SINGLE FAMILY 1980 6 1,601 2,358 1,601 CB/STUCCO FINISH $93,994 $108,350Sketch Appendage / Sgft GARAGE FINISHED/ 597 Appendage / Sgft OPEN PORCH FINISHED / 160 1 of 2 10/26/2010 10:44 AM Permit No. Tax Folio No.3o•,1.11•52S-OCOQ-06C 0 NOTICE OF COMMENCEMENT State of Florida County of Seminole The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description ofproperty: (leal description of the property, ZA15 5 "IAIo:)lXk le a -Q, S&0 2. General description of impryvement: _t 00V- 3. Owner information: Name: 1. '6h Address: X115 C, "zk )h) \111 t 6-C 54 b. Interest in property: t0(_4_:) n4l kC- c. Name and address of fee simple titleholder (if oti,er than Owner) Address: 4. Contractor Name:Florida r1n MA -improvement AssoClates • ••.. • c. Address: 4070 SW 30th Ave 1llll 1111111 all 111101111111111111111 11 11111111 a III I ION MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY PK 07472 Rg 06911 Upg) CLERK'S # 2010127249 RECORDED 111tk121010 09:58:34 AM RECORDING FEES 10.00 RECORDED BY T Saith address if available) ,'01 R, 1 a IQ 5. Surety T Address: b. Amount of bond: $ 6. Lender: Name: Address: b. Lender's phone number: 7.a. Persons within the State of Florida designated by Owner upon provided by Section.713.130)(a)7., Florida Statutes: Name: Address: 8.a. In addition to himself or herself, Owner designates Lienor's Notice as provided in.Section 713.130)(b), Floridaatutes. b. Phone number of person or entity designated by owner: 9. Expiration date of notice of commencement (the expiration date is date is specified) om notices or other documents may be served as of to receive a copy of the 1 year from the date of recording unless a different WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR. IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR_:ATT i Y tEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COT CEM NT. Signatu of Owner or Owners Authorized Officer/Director/Partner/Manager— Signatory's Title/Office rhe foregoing instrument was acknowledged before me this (D day of I0, (year) , by (name of person) as (type of authority.... e. fficer, trustee, attorney in fact) for (nam f varty on behalf of whom instrument was executed) . CAROLINA SE I;. - MY COMMISSION # DD847483 a EXPIRES December 2SignatureofNotryPubic ' 3„ 2012 Personally Kno OR Produced Identification ( 407)398.0153 rProduc d Verification purs f't t -S ectio 92.525 Florida Statutes: Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in if re true t th bet of my knowledge and belief. SigrlaTu -e of Natural Person Signing Above Rev. date 3/2008 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, E Seminole County, Winter Springs Date: oua I ly I hereby name and appoint: an agent o£ Name of Company) to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): All permits and applications submitted by this contractor. O The specific permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: , License Holder Name: State License Number: GC C.. Oct I Cl0 Signature of License Holder: STATE OF FLORIDA COUNTY OF A0{dU1 The foregoing instrument was acknowledged before me this dke day of D L 2000, by L jjc i pj µZS lw)o-x. who is ersonally knownT to me who has produced as . identification and who did (did not) take an oath. Z pR01-tN A # pp 93 Notary Seal) 'P; r!,: MY. COMtJItSstON t23 2012 EXRtREs D , name p1j39e-o ss Notary Public - State of Commission No. My Commission Expires: Rev. 6/11/07) FLEp,E?,Nti iVIBER m;',TYPE OF PR PER'LFY, LQO,No 1 A d1k j,.u'6h01r p' t wi"moiMA s 1k 013,1V BCIS Home ( Log In i User Registration Hot Topics Submit Surcharge Stats & Facts Publications `FBGStaff I BCIS Site Map Unks Search Product Approval USER: Public User 5 Product Aooroval Menu > Product or Aoolication Search > P.00lication > A is on Detail c Archived ..... Product Manufacturer Custom Window Systems, Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 352)368-6922 Ext 207 mlafevre@cws.cc Authorized Signature Michael La Fevre mlafevre@cws.cc I FL # FL10272-R1 1900 SW 44th Avenue Application Type Revision 352)368-6922 Ext 207 MLaFevre@cws.cc . Quality Assurance Representative Ralph Emminger ## Address/Phone/Email Code Version 2007 Application Status Approved a Comments Archived ..... Product Manufacturer Custom Window Systems, Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 352)368-6922 Ext 207 mlafevre@cws.cc Authorized Signature Michael La Fevre mlafevre@cws.cc Technical Representative Michael La Fevre ## Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 352)368-6922 Ext 207 MLaFevre@cws.cc . Quality Assurance Representative Ralph Emminger ## Address/Phone/Email 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 352) 368-6922 Ext 208 Ralph@cws.cc Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method . Evaluation Repo rom a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report -Hardcopy Received Florida Engineer or Architect Name who Roberto Lomas developed the Evaluation Report Florida License PE -62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2010 Validated By Steven M. Urich, PE r --"— Equivalence Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised ASTM E1996-02 2002 PA TAS 202/202/203 1994 i Method 1 Option D 12/19/2008 12/29/2008 01/02/2009 02/03/2009 04/29/2009 mmary Products FL # 11146dell, Number or Name Description 10272.1 SGD-8920 "OXXX" Fr., sGD-8920 "OXXX", 16' x 8', By Pass, PVC Panels w/ AL 67.5 DP; IMPACT Limi f Use Installation Instructions Approved for use in HVHZ: Yes FL10272 R1 II CW$ -252A (SGD- Approved for use outside HVHZ: Yes 8920 OXXO IMPACTI.edf Impact Resistant: Yes FL10272 RI 11 DuPont .SGP NOA 07-1116-04.pdf Design Pressure: +67.5/-67.5 FL10272 R1 IIMikron NOA 06-1220 0I pdf Verified By: Roberto Lomas 62514Other: Large Missile, 192" x 96", +/- 67.5 psf, IMPACT. Created by Independent Third Party: Yes Evaluation Reports FL10272 R1 AE 510491A (Eval Rep 8920 Impact 16080).pdf Created by Independent Third Party: Yes j 10272.2 71 SGD-8920-90 Degree SGD-8920 90 degree, 16' x 16' x 8', By -Pass and Pocket, PVC Panels, w/ Al. Fr. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL10272 R1 II CWS -253A (SGD-8920 90 Approved for use outside HVHZ: Yes Deg Impactl df Impact Resistant: Yes FL10272 R1 II DuPont SGP NOA 07-1116-04 pdf j FL10272 Rl II Mikron NOA 06-.1220 01.odfDesignPressure: +67.5/-67.5 Other: Large Missile, Max. 4' x 8' panels, DP = +/- 67.5 Verified By: Roberto Lomas 62514 psf. Created by Independent Third Party: Yes Evaluation Reports FL10272 R1 AE 510490B (Eval Rep SGD-8920 90 Dey).pdf L_ Created by Independent Third Party; Yes L. Roberto Lomas P.E: 14J2 Woodford Rd. Cldmmons, NC 27012 336945-9695, Engineering Evaluation Report Report No.: 510491A Manufacturer: Custom Window Systems 1900 S.W.44h Avenue Ocala, FL 34474 Product Line: 8920 bypass PVC SGD with Aluminum Frame — Impact resistant Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9B-72.070 method 1(d). The product listed herein complies with requirements of the Florida Building Code. Product'description: Sliding Glass Door, impact resistant. Main frame made of extruded Aluminum 6063-T6: Main frame was coped and butted, comer construction. PVC panels are welded and mitered comer construction. Supporting Technical Documentation: 1. Approval document: drawing number CWS -252, Revision A sheet 1 of 10, titled 8920 bypass PVC Sliding Glass Door, prepared, signed and sealed.by L. Roberto Lomas P.E. , 2. Test report No.: NCTL 210-3429-1, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories. Orlando, FL. 8920 PVC SGD with Aluminum Frame. TAS 201-94 Large Missile Impact Test TAS 202-94 Uniform Static Air Pressure, ±67.5 psf design pressure, 10.125psf water infiltration TAS 203-94 Cyclic Pressure loading ±67.5 psf design pressure 3. Test Report No. NCTL 210-3429-1A, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories. Orlando, FL. 8920 PVC SGD with Aluminum Frame AAMA1WDMA/CSA 101/l.S.2/A440-05 Design pressure: ±67.5psf Water penetration resistance: 10.125psf ASTM E 1886 -02 -and ASTM E1996=02 ASTM E 18861E 1996 Large Missile impact, Level D, Wind Zone 4 ASTM E 18861E 1996 Cyclic Load Test, t67.5psf design pressure 4. Anchor calculations, report number 510412A, prepared, signed and sealed by L. Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: 167.5psf Maximum panel size: 49 3/8" x 92 7/8 Maximum D.L.O.: 42'/.' x 85'/." Configuration` Unlimited number of panels is applicable as long a panel size stated herein is not exceeded Units must be glazed with 1 IGU consisting of: outboard lite 31.16" Temp — Air — laminated inboard lite ' consisting of 3/16" Ann — 0.090" DuPont Sentry Glas Plus PVB interlayer — 3/16" Ann, per ASTM El 300. DuPont Sentry Glas Pius interlayer per NOA 07-1116.04 This product is rated to be used in the HVHZ. This product is impact resistant and does not require impact protection in wind bome debris regions. Main frame material to be Extruded Aluminum 6063-T6 Panel material to be white rigid PVC per NOA 06-1220.01 installation: Units must be installed in accordance with approval document, CWS -252, Revision A. Centifficadon of Independence: Please note that I don't have nor will acquire a financial interest in any company manufactudn , ibuting the product(s) for which this report is being issued. Also, l don't have nor will acquire a finen 119TY y other entity involved in the approval process of the listed product(s). '° V. 1 of 1 ,.; Lui li..1.LUAW,V.F'0 , 08l BlPON6" • 4i SLIDING GLASS.DOOR (IMPACT) TABLE OF CONTENTS GENERAL NOTES A ELEVATIONS ........... I ANCHOR SCHEDULE AND NOTES...............2 CONFIGURATIONS ....._........ _................. _.....3 DESIGN PRESSURES & GLAZING .............. 4 SECTIONS & ALT. FRAME ...._ . ............... EXTRUSIONS d BILL OF MATERIALS ....... _6 INSTALLATION DETAILS ._............... .........7-10 PROPRETARY THE NFORMAT)ON CONTAWED N TMS DF WNDOWSYSTEMS. NG ANI' REPROOUCI WRITTEN PERML4510N OF CUSTOM W NIX IMPACT REQUREMENT: 1. THE PRODUCT :SHOWN HEREIN. IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING DETAIL: (SEE SHEET 4) 3. APPROVED CONFIGURATIONS: 'O/X','%/O','X/X',`OXO','OXXO','OXXXXO'; OXX700IX0". 4. DESIGN PRESSURES: (SEE TABLES -SHEET 4) NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. POSffNE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE, AND GLASS TABLES ASTM E 1300:, 5. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 7.10 FOR ANCHOR DETAIL: 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE 7. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. PVC VENTS FULLY WELDED, ALUMINUM VENTS GLUED AND SECURED WITH CORNER KEY. 8. REFERENCE TEST REPORTS: NCTL-210.3429.1, 210-3429-1A. 9. SERIES 1 MODEL DESIGNATION SGD-8920. 10. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK OR FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 11- THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X --OPERABLE SASH, O=FIXED SASH. 12 SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. k 1900 SW 44TH AVE. q FLORIDA 34474 a C! bENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT FIAWnALc r ' DiNG GLASS DOORCALL N r. ADE A E: 7/24/2008 ASAwaEEwr L POBERT OF cYO t' SWBYPASS NTS CWS - 25 IC.IS PROH6RE9: - ^ FL P.E. NC .VS14 u a'_ , Y EV. LETTER:A - 1 OF 10 6' 1I' - MAX ITYPi-{I I---^}!- IMAX O.C. (TYP) SEE NOTE r '18' S : MAX (TYP) I MAX C, SEESEE NOTE 2 r I I Ia. MAX (TYPJ MAX O -C: (TYP) SEE NOTE 2 MAX, MAX (- MAX (TYP)— INSTALLATIONNSTALLATpN MAX DIC. (TYP) ANCHORS (TYPI 'iMAX .O.C. (TYP) .ANCHORS (TYP) MAX O.C. (TYP) ANCHOR LAYOUT ANCHOR LAYOUT x o THRU FRAME (MASONRY OR WOOD) o x o o x x o 1. INSTALL TWO ANCHORS AT EACH LOCATION- INSTALLATION WHERE SPACE GREATER THAN 1116' IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. DETAIL A ANCHORS ITYP) 4.3!16" DIA. ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT. OF 1 114' INTO MASONRY ANCHOR LOCATIONS FOR THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 10SHALL BE ACHIEVED. INTERLOCKS & ASTRAGAL 5. #10 DIA- WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 112" INTO 2 BY WOOD BUCK, OR FRAMING. A UPDATED PER NEW FBC REQUIREMENTS 107129108 6. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 1j o- DATE 7. ALL INSTALLATION ANCHORS MUST,BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. lilt ( i 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL ANC H R AY O AMY rNauPRA7E(tiRsonYOoawooDl NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. ANCHOR LAYOUT 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES:; •' T.R. FM E 000) ALA, FLORIDA _ 34474 - THRU FRAME (MASONRY OR WOOD) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. INSTALLATIONANCHORS MAX (TY OJC.. INSTALLATION SEE NOTE 2 A .- - ANCHORS (TYP) MAX (TYP) - MAX O.C. ( SEE NOTE 2 ITYPI.. S. MAX (TYP) MAX THE INFORMATION CONTAINED N THIS DRAWING S THE SOLE PROPERTY of CInTOM L ROAEkT0 CORMS . 8920 BYPASS ALE. O. 8' TYP) Is, IrjTT FL. Pi -ANO. 62514 NTS . EV. LETTER: , .. A j' IC JJJ MAXAX MA O -C_ MAX O.G. O X X X X O TYP) O X X X X X X O ANCHOR LAYOUT ANCHOR LAYOUT THRU FRAME (MASONRY OR WOOD) THRU FRAME (MASONRY OR WOOD) NOTES: 1. INSTALL TWO ANCHORS AT EACH LOCATION- 2. SHIM AS REO'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4'- USE SHIMS I WHERE SPACE GREATER THAN 1116' IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. DETAIL A 4.3!16" DIA. ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT. OF 1 114' INTO MASONRY ANCHOR LOCATIONS FOR THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 10SHALL BE ACHIEVED. INTERLOCKS & ASTRAGAL 5. #10 DIA- WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 112" INTO 2 BY WOOD BUCK, OR FRAMING. A UPDATED PER NEW FBC REQUIREMENTS 107129108 6. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. REVISIONS DATE 7. ALL INSTALLATION ANCHORS MUST,BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. lilt ( i 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 10 900 SW 44TH AVE. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES:; •' ALA, FLORIDA _ 34474 - A- WOOD; MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. ANCHOR SCHEDULE 8 NOTES,- LARGE MISSILE IMPACT C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90• GRADE N. TYPE 1 (OR GREATER).:. N • ADE ATC C 7/2M2000 PROPRIETARY AID 00MIDOTAL SLIDING GLASS DOOR THE INFORMATION CONTAINED N THIS DRAWING S THE SOLE PROPERTY of CInTOM L ROAEkT0 CORMS . 8920 BYPASS ALE. O. CWS - 25WINDOWSYSTEMS, INC. ANY REPRODUCTION W PART OR ASA WHOLE WTTHW'TUE W RITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, M. S PROH611ED.' FL. Pi -ANO. 62514 NTS . EV. LETTER: , .. A 2 OF 10 PVC WELDED CORNER REVISIONS DATE I000 SW 44TH AVE. jjj. OlILA, FLORIDA 34474 F TIONS - LARGE MISSILE IMPACT iROMErARY ASO COWW n1AL THE NFORMATIONCONTANEDNTHIS DRAWNGISTHE SOLE PROPERTY OFCUSiC1N WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART CFI, AS A WNOLE WMfjUT T341 WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS; INC. IS PRONERED. - r i LROHER6L'OIAAS` FL • P.E. hQ: 62514 PVC SUOING GLASS DOOR : : ADE nTE: 712.4/2008 1.r 8920 BY NTS CWS -25 EV. LETTER:.;A 30F 10 1! OVERALL LE TEMPERED GLASS 3r AIR SPACE WX ANNEALED GLASS DBI! SGP INNER LAYER 3118: ANNEALED GMASS GLASSBRE GLASS TYPE A HEIGHT (IN) A UPDATED PE WIDTH (IN) CONFIG GLASS TYPE SO" 84" 90" 96" 60" ox, A 67-'S7-.-67.5 67.5 /-67.5 67.51.67:5 47.51-67.5 60" XO A 67.5./ -67.5 67.5 /-67.5 67.5 / -67.5 67.5 1-67.5 72" O X A 67.5 /-67.5 67.5 / -67.5 67.5 / -67.5 67.5 1-67.5- 72" XO A 67.5 1-67.5 67.5 / •67.5 67.5/-675 67.5 / -67.5 96" O X A 67.5 5 67.5 / .67.5 67.5 /-67.5 67.5 /-67.5 96" XO A 67.5 / -67.5 67.51-67-5 67.5 / -675 67.5 1-67.5 911/2" OXO A 67.5/47.5 67.5 / -67.5 67.5 / -67.5 67.5 / -67.5' 145 112" OXO A 67.5 / -67.5 67.5 / -67.5. 67.5 1-67.5 67.5 1-67.5 871116" XXX:: A 67.5 /-61.5 67.5 / -67.5 675 /-67.5 67.5 / -67.5 141 1/16" XXX A 67.5 /-67.5 67.5 / -67.5 67.5 / -67.5 67.5 / -67.5` 1191/16" O XXO A 467.5 /-67.5 675 /.67.5, 67.5 / -67.5 67.5/-67 L 1911/161* O XXO A . 67.51-67.5 67.5 1-67.5 67.51-67.5 47.5/-67.9 114 5/8" XXXX A 67.5 / -67.5 67.5 /.67.5 67.S / 47.5 67.5 /.67.5 186 5/8" XXXX A 67.5 /-67.5 67.5 /.67.5 67.5 /-67.5 67.5 / -67.5 174 3116" O XXXXO A 67.5 /-67.5 67.5 /-67.5 47.5/-67.5 67:5 / -67.5 282 3/16" O XX10C0 A 67.5 / 47.5 67.5 / -67.5 67.5 / -67.5 67.5 / -67.5 229 5/16" O X7 0=0 A 67.51-67.5 67.5 /-67.5 67.5 /-67.5 67.5 1-67.5 373 5/16" . O XXKMO A 67.5 /-67.5 67.5 /-67.5 67.S / -67:5 67.5 / -67.5 1! OVERALL LE TEMPERED GLASS 3r AIR SPACE WX ANNEALED GLASS DBI! SGP INNER LAYER 3118: ANNEALED GMASS GLASSBRE GLASS TYPE A j ` A UPDATED PE TS D 129/ 8 REVISIONS DATE xt Lam_ SW 44TH AVE. d, OCAkA', FLORIDA 34474 e DP CHART 8 GLAZING DETAIL - LARGE MISSILE IMPACT r OiNCi GLASS DOOR N ADE. RAWP410PTMETARYATE: 7/24/2008 ANO CONiDFa1?1AL THE NFORMATM CONTAINED N TRIS DRAW NO IS THE SOLE PROPERTY OF CtlSTON 1` ° ••. LR`O ERTCl Lo6{A - LE 8920. PASSf' _NTS WD.. CWS -25WINDOWSYSTEMS;INC. ANY REPRODUCTION IN PART OR ,ISA WHOLE WTTFxyz WRfTTEN PERMISSION OF CUS70M W NDOW SYSTEMS, INC. IS PROHIBITED:. - FL P.E. N9; 82514 EV. LETT Eft: A' 4 OF 10 j ` 9 OVEMLL UNITTUHT SECTION B•B A UPDATED -PER. NEW F REVI OW110 44TH AVE. fIORIDA 34474 ION VIEWS -LARGE JOING GLASS DOOR PROPFMTARY ANO CONIPM ALAI Q dTHENFORMATIONCONTANEDNTRISOMWWOISTHESOLEPROPERTYOFTOIa ,4.OINPIS p BYPASS. WWDOW SYSTEMS, INC. ANY REPROOUCTION NPART OR ASA WHOLE WRNQJt I'iE LROBERV _ WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. WC: IS PRONIB}TED. FLPE 3SI4 ADE ". 7/24/2008 NTS -:CWS-2s A SOF fo' GWS I VENDOR 1627,1631 .3870 1628,1632 3871 1629,1833 3892 1+6032 K6032. H-6032 5-1590:. 1-41664 S-6037 H-1653 1+1652: S-1616—. S-1597: S-1649 PL3032. P-3535 8738 S-1639 P•3215 H-1198 S-1644 FRAME;, SILL FRAME, SILL LASER PANEL, TOP & SOT - PANEL, LOCKSTLE PANEL, INTERLOCK PANEL, FIXED RAL PANS, REINFORCE: PANEL, DBL NTERL PANEL, V GLAZE BI ASTRAGAL, EXT ASTRAGAL, CAP, E ED PANEL CLIP,1 ED PA NEL CLP; I THRESHOLD, EXT MORTISE LOCK 1— 63/18' —6W16' - - Z TK HEAD -1621 2 T JAMB -1623.I 19/16' 2J/t6' 1_ 3816' . I REINFORCEMENT -1590 - L THRESHOLD -'1849 HIGHRISE - t 196 1AL a Sre' 65B' -I PVC PANEL -6032 4. 33!4''----1— J 1 718" Lo 3 T JAMB -1627 - I I TRIMCOVEFL-1677 3 TK HEAD - 1626 EXT 3 111 ELT 15116' - 811n8 I`Tet1116• ASTR COVER -1852 j!', 11 x "8' ---1 ASTRAGAL- 1653 IT m4• j 3 4 T JAMB -1831 21!16' 47KWAD - 1632r INTERLOCK -ifi64EXT - ALUM FIXED PANEL COVER -1597 FIXED PANEL CLIP • 1618 8• N x.DDo •i 63/76' 7l18F-- j 1.770 1/8' PVC WELD SUP. -60462TINSERTPVCGLAZEBEAO-6037 - -- 2 TK SILL • 1825 - LAK3/16`,AN.7:090 SGP -3/16' AN) 3M' `-Zo-are' 8 x 314 PAN, QUA DREX, SMS WELD SUPPORT 6516 e7rts SI tan6 WSTP•.270X•187'GRAY, FTI . 23/ 817 JAMB COVER -I SILL COVER -1645 HEaI31ICOVER•1643 SCRN ADAPTOR -1600 713 1 - 3 T SILL -1629 ' 3TK INSERT • 1630 t y8- L21 I .-, 1. 15116' SCRN STM RAIL - 1710 9 12• SCRN TOP MIL • i 109 911/18' 1 13B' 1 71r t- 4 TK SILL • 1633 - 4 T INSERT • 1634 A I UPDATEA111HR11N8]AAFBC REQUIREMENTS 107Y29108 SCFW INTLOCK • 1107 SLP ON LEL'., DOVER (HEAD) HANDLEKIT WSTP..340 X.187 GRAY, FN 10 X 1 FEX HEAD TEK 1110 x 1 1/2 PAN PHIL SMS TRACK ACIAPMR, MH S-1110 SCREEN BOTTOM RAL 1+1108 SCREEN LOCKSTLE H 1107 SCREEN INTERLOCK 19M SW LA,FLOTRI ALE. H AVE. S-1600 SC 4334 WSTP ADAPTOR TE: ALL USIONS ARE 6063 T Q! t 77 %' 34474 . P•3320 WSTP..170 X.187 BLACK NO FINEXTRUSIONS.& 1 B.O.M.- LARGE MISSILE IMPACT OTE: ITEMS 27,37,38 ARE PA0PINETAWAM COMPEC R1A1. r r ' , PVC SLIDING GLASS DOOREFLAWNBY: ADE n 7/24/2008 OT USED IN THIS PRODUCI THE NFORMAMN CONTAINED IN THIS DPAWNG 6 THE SOLE PROPERTY O6C MMM WINDOW SYSTEMS. WC. ANY REPROOUCICNNTPART ORASAWHOLF,WMIOMTHE LR RrdLbftA.S-,- 8920 BYPASS NTS .-CWS-25 WRITTEN PEALISS40N OF CUSTOM WINDOW SYSTEMS, WC:IS P FL NO. 62514 EV. LETTER: A 6.OF 10 1 U4• 1-- IX MAX SHIM SEE NOTE 2113 SHEET 2yMSN. EMBEDMENT) I CL FIXED PANEL CLIP SCREW IMIN. EMBEDMENn CAULK BETWEEN CONCRETEIMASONRY BY OTHERS Q INTERIOR ix MAX SHIM SEE NOTE I b 3 SHEET T 1]LS_ MIN EMBEDMENT) P CONCRETE/MASONRY BUCK BYOTHERS AND OPENING BY OTHERS G • D WgTALIATON ANCHOR, aC MASONRYANCHOR wt11267CONCRETEAMSONRY LAM ER BY OTHERS 2'7/18` D 27116' V CAULK UNDER SCREW C . 1 1N dQ HEAD BY INSTALLER 1 BY WOOD BUCK IN. M, EMBEDMENn BY OTHERS 27/16' Q. INSTALLATION ANCHOR. D j MW. EDGE DST.) F 2 1/2• MIN EDGE Q 8116 DIA. MASONRY ANCHOR vd 12' FLAT WASHER. p ' p DIST.) CAUL SCREW a9 D D p v HEAD BY INSTALERBY INSTALLER o e V D O • Q MW. EDGE DIST.) n Q d .; O • DOOR FRAME O. Dva4 WERIOR FINISH e'OeAMB RBo O' J EXTERIOR PERIMETER CAULK - •.0 BY OTHERS O'• 1b PERIMETER CAULK BY NSTALLER 4 O O' , o BY.INSTALLER 0 CAULK BETWEEN BUCK AND 0 O O OPENING BY OTHERS PERIMETER CAULK MAX.SHIM BY INSTALLER(SEE NOTE 2 6 3 SHEET 2) ByEXTERIORSFINISH HORIZONTAL SECTION EXTERIOR FINISH FRAME (MASONRY) BY OTHERS . DOOR FRAME - 1 BY WOOD BUCK BY OTHERS HEAD CAULK UNDER SCREW INSTALLATION ANCHOR• HEAD BY INSTALLER Y1 S' DIA MASONRY ANCHOR w/ - 12' "T WASHER - INTERIOR EXTERIOR CAULK UNDER SCREW HEAD BY INSTALLER HIGHRISE SILL SILL TO SIT IN BED OF CONCRETE BEAD OF CAULK BETWEEN BY INSTAILGA HIGHRLSE SILL ANDFRAME BY INSTALLER - DOOR FRAME INSTALLATION ANCHOR, SRL Y16' OVL MASONRY ANCHOR w/ t/2' FLAT WASHER - - 4 A UPDATED PER NEW FBC REQUIREMENTS 07/29/08 PERIMETER CAULK I',_ CONCRE M MASONRY BYWSTALLEWDONOT 4s •D BYOTHERS REVISIONS DATE COVER WEEP HOLES D MIN.EMBEDMENT) 1900SW44THAVE. OCALA, FLORIDA 34474 2]2 a. Mt?,. EDGE DIST.) A'r4E S;ATE VERTICAL SECTPONON" PROPR)EruMr Are cnMncEirrlAl c. fYl?SLIDHJO GLASS DOOR ADE 7/24J2008 FRAME (MASONRY) THE INFORMATION CONTAINED IN THIS DRAWING IS T1E SOLE PFBJPERTY OF 6UST7M EL9820 BYPASS NTS CWS -25WINDOWMTEMS.INC. ANY REPRODUCTON IN PART OR AS A WHOLE ]RRX/17;E WRITTEN LRCVMTa/drus P::EEfi2St'4. PERMISSION OF WINDOW SYSTEMS. INC: IS PROHISIT"D, FL NU,: El'. LETTER: A 70110 1Ao1r r.. .. it ' .° •• v. - - l r 1. ° `y •t . Li MAX SHIM I= FIXED PANEL CLIP SCREW MIN... EMBEDMENT) SEE. NOTE 2 A3 14EET 21 (MN. EMBEDMENT) NUMEMBEOMEHT) MATERIA CONCRETE/1M$pMIHY SYOTHERS ' • Q SEE NOTE 283SHEET 2) SE INTERIOR 110 WOOD $CREW Jr CONCRETE/LIASONRY BY OTHERS O 4• ~ ' Q C r NSTALLATION ANCHOR. INSTALLATION ANCHOR. I10 WOOD SCREW w1 Qp..' r N0 WOOD SCREW WI 12' FLAT WASHER 12'FIALWASHER CAULK BETWEEN BUCK AND OPENING BY OTHERSCAULK UNDER SCREW 2 BY WOOD BUCK HEAD BY INSTALLER a P BY OTHERS dNQ 17p rMIN. EMBEDMENT) WALLAATION DP DEXTERIORSHEATHWp2If2' ew • 010 WOOD BY07HER5 117 FLAT WASHER O' D G P Q CAULK UNDER SCREW 4 o CDr AV O r HEAD BY INSTALLER CAULK BETWEEN BUCK AND a sP • V b • OPENING BY OTHERS o 0 O' DOOR FRAME DOOR JAMB FRAME Y EXTERIOR SHEATHING a4o do JAMB EXIEHLQH PERIMETER CAULK BY OTHERS EXTERIOR FINISH o. PERIMETER CAW( BY INSTALLER - O BY OTHERS 1 O M O' BY NSTALLER. c..; Q iW O. D EXTERIOR FINISH PERIMETER CAULK MAX.SHIM - 2B WOOD BUCK BY OTHERS BY NSTALLFASY OTHERSSEENOTE283SHEET2) ® SECTION DOORFRAME 2B WOOD BUCK EXTEg10gFNISN _ - BY OTHERS BY OTHERS FRAM (MASONRY) HE NSTALLATIONANCHOR, CAULK UNDER SCREW 1D WOOD SCREW d HEAD BY INSTALLER 12' FLAT WASHER INTERIOR EXTERIOR - CAULK CINDER SCREW HEAD BY INSTALLER - HIGHRISE SILL SILL TO SIT IN BED OF CONCRETE BEAD OF CAULK BETWEEN BY INSTALLER HIGHRISE SIL AND FRAME DY.NSTALLER DOOR FRAME LSTALLATION ANCHOR, BILL 3/16' DIA. MASONRY ANCHOR WJ 112* FLAT WASHER. p r A UPDATED PER NEW FBG REQUIREMENTS 107r4108 PERIMETER CAULK DQ„r CONCRETE/MASONRY REVISIONS DATE BY INSTALLENDO NOT p r • D BY OTHERS COVER WEEP HOLES 7 - 4 DGY .D G C 4 Q,D 4 D I11/A• 4%"i'Y(, .;: .: ' MIN. EMBEDMENT) - `• s .. `9p0 SW 44TH AVE. t QCALA, FLORIDA 34474 L 21n• LLATION.DETAIL IN 2 BY SUM LARGE MI SILE IMPACT MIN. EDGE GIST.) SECT)ON PROPRIETARY AM COUFMCxnAL - .' f( . !i ,rr ° J_ P SLIDING GIASS DOOR Y: ATE: 7(24/2008AdEVERTICAL FRAME (MASONRY) THE INFORMATION CONTANED N THIS DRAWING IS TrE'SOLE PROPERTY OP'VSTj)1,1 WINDOW PMT OR AS A' WHOLE7* 4 Y+ ,r:- lLvROBE ifLOM/l5. ` B92O BYPASS - NTSwe. NO-:CWS • 2SSYSTEMS, INC: ANY REPROOUCIOON N WRfTTEN PERMISSION OF CUSTOM WNOOW SYSTEMS. INC: IS PROHISM0. ^,..,1.. FL P.E. : U514 - EV.LETTER: A LOF 10 1Ao1r r.. .. it ' .° •• v. - - l r 1. ° `y •t . CAULK UNDER SCREW CAULK UNDER SCREW HEAD BY INSTALLER HEAD BY INSTALLER SLL TO SR IN BED OF CONCRETE HIGHRISE SILL SILL TO STT IN - HIGHRISE SILL BY NSTALLER BED OF CONCRETE BY INSTALLER BEAD OF CAULK BETW EEN HIGHRISE SILL AND FRAME BEAD OF CAULK BETWEEN BY NSTALLER HIGHRISE SILL AND FRAME BY INSTALLER DOOR FRAME NSTALLATION ANCHOR. DOOR FRAME---- RAME SILLSILL 3!161OLA- MASONRY ANCHOR wl- SILL 12' FLAT WASHER CONCRETF UASONRY PERIMETE JAM$ONRY D NSTALL0K T BYOERS BY NSTALLRIC NOT c By CVERWEEPHOLES D COVER WEEP HOLES o ` D n D Ctoo .pD D D• • D o. o. `D Q p pD ` ao . n Dn c.• D n a n' D 111 H• 5 3J4' El VERTICAL SECTION VERTICAL SECTION FRAME (MASONRY) FRAME (MASONRY) 3 TRACK SILL 4 TRACK SILL A UPDATED PER NEW FBC REQUIREMENTS 07!29/08 REVISIONS DATE r 'OKSW 44TH AVE. OCALA.FLOMDA 34474 Y) c WTALLATION DETAIL - LARUE MISSILE IMPACT o.WN i ,'-_ r`' EHA.-y Y: ATE 7/24/2008p4m: L101N0 OLASS DOOR ADE PROPRIETARYTARY AC)PA D@ Ml THE NFORMAT1oN GONTA14ED N THIS DRAWING IS THE SOLE PROPERTY OFfYtSTL7M. LkOBEF(Tb ' ` 20 BYPASS - LE. NTS :CWS -.2SWINDOWSYSTEMS.INC'ANY REPRODUCTION NPAAi OH ASA WNOLH6IT:[711ii}IC" WRITTEN PERM1$$Kx! OF CUSTOM W F1DOw SYSTEMS, INC. 15 PROHBRED p-E. I.fl'r. 14 EV. LETTSR: 7 L. A 90F 1U RJE MAX SHIM 1114• I ( SEE NOTE 481 SHEET 2) MIN. EMBEDMENT) Q q NCRETEIMASONRY OTHERS + V av v, v a ' 415116'- Q b Q CAULK UNDER SCREW HEAD BY INSTALLER Q 0b INSTALLATION ANCHOR. Q - 7/16 DYl MASONRY ANCHOR w1 U2Q ,b ' FLAT WASHER ab , V Q Q . DOORFRAME A 0 6 JAMB p • p PERIMETER CAULK 0 .0• 8Y.WSTALLER 1 BY WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS HORIZONTAL SECTION FRAME(MASONRY) 3TRACK JAMS THE INFORMATION CDNTA WINDOW $YSTEMb, INC. A WRITTEN PERMISSION OF ILC MAX. SHIM SEE NOTES 2 & 3 SHEET 2) ' 1 114' MPI. EMBEDMENT) Q a C0NCAETFJMA60NAY 1S d BY OTHERS - av b bN ' 4 15176' HULK UNDER SCREW C H BY INSTALLER a bQ INSTAL LATK)N ANCHOR Q +b WIG DIA. MASONRY ANCHOR d 1/2'FLATWASHER ab . b DOOR FRAME o JAMB op.A O,. PERIMETER CAULK BY INSTALLER - I BY WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS HORIZONTALSECTK)N FRAME(MASONRY) 4 TRACK JAMB A UPDATED PER NEW FBC REQUIREMENTS REVISIONS AV SW 44TH AVE. FLORIDA 34474 FAWN TALLATK)N DETAIL - LARGE MISSILE IMPA Y' ATE' NTIAL = wet&DING GLASS DOOR ADE 724/2006 SOLE PROPERTY OF CUSi MN LROBERTO LbiAAS AOIDEL 920 BYPASS CASE NTS -CWS-25iRASAWHOLEWITHOUT*REi e BAC: t5 PROIAMTED:. - : FL P: E. NO.:Pb 14. ,. EV. LETTER: A 10 OF 10