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WS-12-247Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 169931 Permit Number: WS -2 -12 -247 Scheduled Inspection Date: March 14, 2012 Inspector: Rodriguez, Jorge Owner: DZWONKIEWICZ, KATHY Job Address: 1343 NE 104 Street Miami Shores, FL Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1122320320010 Phone: (954)792 -4415 Building Department Comments REPLACE 4 IMPACT DOORS Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 13, 2012 For Inspections please call: (305)762 -4949 Page 13 of 27 NOTICE OF COMMENCEMENT I(RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO.11 '22$2. - 051 - 0010 STATE OF FLORIDA. COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that Improvements 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 111111111111111111111111111111111111111111111 CFN 20128.0103809 OR Bk 27996 Ps 3551; (fps) RECORDED 02/14/2012 04:57:14 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE Space above reserved for use of recording office 1. Legal description of property and streeVaddress( t Mr v l� CGJ v- h (p1 1 eZ) b4 3 U� toil '3'513q 2. Description of improvement: Q0 (S 3. Owner(s) name and address: YI Ct 1rVt r� a w on�i►e..� IG 1 `t eJ v 1D t 1 L LAC Interest in property: OW YN-2-1) rPS Name and address of fee simple titleholder. 4. Contractor's name, address and phone number. Florida Home - improvement Associates 4070 SW 30th Ave. Hollywood, Florida 33312 Phone 954 - 792 -4415 5. Surety: (Payment bond required by owner from contractor, If any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or othe documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates the following person(s) to receive a co„,y of the Lienor's Notice as provided in Section 713.13(1)0), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement (the expiration date year from the date of recording unless a dl ferent date le specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXP TION 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 AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signs refs , of • er(s) er(s)' Autho Officer /Director/Partner /Manager �1Jb -1 �: 1 « By Florida Home-Improvement Assoc. e Title/Office `'rr - •. th t e C Print Name 4070 Ave 'i1 Title/Office Hollywood' Print Title/ STATE OF FLORIDA COUNTY OF MIAMI -DADE The f • oing inst ment was acknowled By ❑ Individually, or as i for (.1-PersonaIIy known, or ❑ produced the following • Identification: Signature of Notary Public: Print Name: ed before me this , day of -? (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in It are true, to the best of my knowledge and belief. Sign= .re(s) • er(s) or 's Authorized cer/Dlrector/Partner/Mana C4, aI ,LON T r C I0n 2. co 550o 9S t.?rkSgDQcenlp 23 20 2 , ti y By STATE OF FLORIDA, COUNTY OF DADE I HEREBY CERTIFY that Oda is atria) ©opyaithe nrl Ina1 Ned In this office ort clay of FFR 1.4 2012 A D. 20 ---• -- WITNESS myhan and fcia/Seal. HARV Y VIN, CLERK, afClrcfyt and County Cowts 8 D.C. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 PLECEIV FEB 10 2012 BY: Permit No. ` )S t Master Permit No. Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): \{1 oti. 1 D w (Nnkht Phone #: Address: 1�Y- ti° City: V UD w v (( 3Arto (e3 State: At— zip: -531�� Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: 1 Sf City: Miami Shores County: Miami Dade Zip: 33 l Folio/Parcel #: 0 l° ?.'b "toi s ®2z2, °®o V 0 1.,,,' \r r 1� (Pcck t 0 Ad r4 \1 V 6 �� Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT Phone#: 954.792.4415 )45 Address: 4070 SW 30TH AVE City: HOLLYWOOD State: FLORIDA zip: 33312 Qualifier Name: WAYNE THOMAS BURNETT Phone #: 954.792.4415 State Certification or Registration #: CGC061890 Certificate of Competency #: Contact Phone#: 954.792.4415 X243 Email Address: Imartinez @fhaproducts.com DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ , Square/Linear Footage of Work: ❑New E �� pair/Replace ❑Demolition Description of Work: -1)�8r S Type of Work: DAddition ❑Alteration ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * *** * * * * * * ** ** * * ** Submittal Fee $3 0 ` t fl Permit Fee $ /L /o " CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State / Zip 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 the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for FT.FCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all 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 to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved a reinspection fee will be charged. ignature Owner or Agent The foregoing instrument was acknowledged before me this ()1 day of 1-7 , 20 12-, by `fiCtAkH )ta.y 1 who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ontractor The foregoing instrument was acknowledged before me this day of -ek, , 2012-, by t4.5 u 1 who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY 4 C� 4 39.Flans Examiner ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Structural Review (Revised 07 /10/07)(Revised 06/10 /2009)(Revised 3/15/09) Clerk • Miami -Dade My Home My Home 117 larrticlade.go Show Me: Property Information Search By: Select Item Text only ere Property Appraiser Tax Estimator Property Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Folio No.: 11- 2232-032-0010 Property: 1343 NE 104 ST Mailing KATHY DZWONKIEWICZ Address: -r17111.11 5336 708 ;,,,Agirki, ? 1343 NE 104 ST MIAMI r SHORES FL : 925 SO FT 33138 -2661 Property Information: Assessment Information: 'I;'[rF:T�R}{�IMEE 2011 MEM 001 RESIDENTIAL - INGLE FAMILY 5000 IILKALA 3'rilri%-� -r17111.11 5336 708 ;,,,Agirki, ? Food.:: r Lot Size: : 925 SO FT 1 $50,0003 + VER BAY PARK ADDN 1733 B 40-72 LOT 1 BLK 3 $50,000! OT SIZE 75.000X119 R 17561-2670 0397 1 $281,733 R 17561- 2670 0397 00 Assessment Information: 'I;'[rF:T�R}{�IMEE 2011 ;•.fkLlYl8 k131=7:3111111 5000 IILKALA E...7EEEI^'r-� -r17111.11 5336 708 ;,,,Agirki, ? Exemption Information: Taxable Value Information: 2011 EMI k131=7:3111111 5000 IILKALA $50.000/ Taxable Value Information: Sale Informati 75000 =MN Page 1 of 2 AcriNE roriL; ELECff Aerial Photography - 2009 0 113 ft My Home 1 Property Information 1 Property Taxes I My Neighborhood I Property Appraiser Home 1 Wino Our Site 1 Phone Directory 1 Privacy 1 Dis fainter If you experience technical difficulties with the Property Information application. or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site 0 2002 Miami-Dade County. Al rights reserved. Legend Property Boundary Selected Property Street Highway Miami -Dade County Water http:// gisims2. miamidade .gov /myhome /propmap.asp 2/2/2012 2011 2010 aingAut ay. l Applied Exemption/ Taxable Value: Applied � "! Valuer $50.000/ $50,000/ egionat $286.708 $281 733 $50,000/ $50,0003 66,708 1733 $50,000! $50,000/ $286.708 $281,733 $25.000/ $25.000! 11.708 $306 733 Sale Informati 75000 =MN Page 1 of 2 AcriNE roriL; ELECff Aerial Photography - 2009 0 113 ft My Home 1 Property Information 1 Property Taxes I My Neighborhood I Property Appraiser Home 1 Wino Our Site 1 Phone Directory 1 Privacy 1 Dis fainter If you experience technical difficulties with the Property Information application. or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site 0 2002 Miami-Dade County. Al rights reserved. Legend Property Boundary Selected Property Street Highway Miami -Dade County Water http:// gisims2. miamidade .gov /myhome /propmap.asp 2/2/2012 03/02/2009 - 5:01 pm troyb F: \03 Elements \10 Loading \11 Calculators\ASCE 7 -05\ FLB - ASCE 7 -02 Pressure Charts (0-60).dwg • 200 FLORIDA BUILDING CODE & ASCE 7 -05 D LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean Roof Height DESIGN PRESSURES (PSF) - Zone 4 Alth1 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 4 ®� 18 ft ' +-76.45 . iA. -49.8 � +45.9 -52.4 -51.1 +48.3 +47.0 -48.3 +44.4 -49.0 +45.0 - 4 +43.7 7.6 -48.3 +44.3 - 47.1 +43.1 -47.7 +43.7 146 +42.7 .6 - 47.3 +43.3 -4 +42.3 62 -46.8 +42.9 14 +41.9 5.9 -46.5 +42.5 -45.5 +41.6 -46.2 +42.2 -50.2 +46.1 -49.5 +45.4 -48.9 +44.8 -48.4 +44,3 - 48.0 +43.9 -47.7 +43.6 -47.3 +432 20 ft -53.5 +49.4 -52.2 +48.1 -51.3 +47.1 - 50.6 +46.4 -50.0 +45.8 -49.5 +45.3 - 49.1 +44.9 -48.7 +44.5 -48.4 +442 22 ft -54.6 +50.4 -53.3 +49.0 - 52.4 +48.1 -51.6 +47.4 -51.0 +46.8 -50.5 +46.3 -50.1 +45.8 -49.7 +45.4 -49.4 +45.1 24 ft -55.6 +51.3 - 54.3 +49.9 -53.3 +49.0 52.8 +482 -52.0 +47.6 -51.5 +47.1 -51.0 +46.7 -50.6 +48.3 -50.3 +45.9 26 ft -58.6 +52.2 -55.2 +50.8 -54.2 +49.8 -53.5 +49.1 -52.9 +48.4 -52.3 +47.9 -51.9 +47.5 -51.5 +47.1 -51.1 +46.7 28 ft -57.5 +53.0 -58.1 +51.6 - 55.1 +50.6 -54.3 +49.8 -53.7 +49.2 -532 +48.7 -52.7 +482 -52.3 +47.8 -51.9 +47.4 30 ft -58.3 +53.8 58.9 +52.3 -55.9 +51.3 -55.1 +50.6 -54.5 +49.9 -53.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 32 ft -59.1 +54.5 -57.7 +53.1 -56.7 +52.0 -55.9 +51.3 -55.2 +50.6 -54.7 +50.1 -54.2 +49.6 -53.8 +49.2 -53.4 +48.8 34 ft -59.9 +552 -58.4 +53.7 - 57.4 +52.7 -56.6 +51.9 -55.9 +51.3 -55.4 +50.7 -54.9 +502 -54.5 +49.8 -54.1 +49.4 -61.4 +482 -60.6 +55.9 -59.1 +54.4 -58.1 +53.3 -57.3 +52.5 -58.6 +51.9 - 56.1 +51.3 -55.6 +50.8 -55.1 +50.4 -54.8 +50.0 -61.5 +48.5 -61.3 +56.5 -59.8 +55.0 -58.7 +54.0 -57.9 +53.1 -57.3 +52.5 -56.7 +51.9 -582 +51.4 -55.8 +51.0 -55.4 +50.6 40 ft -62.0 +57.1 -60.5 +55.6 -59.4 +54.5 -58.6 +53.7 -57.9 +53.0 -57.3 +52.5 -56.8 +52.0 -56.4 +51.5 -58.0 +51.1 42 R 52.6 +57.7 -61.1 +56.2 -60.0 +55.1 -592 +54.3 -58.5 +53.6 -57.9 +53.0 -57.4 +52.5 -57.0 +52.1 -56.6 +51.7 44 ft -63.2 +58.3 -61.7 +58.7 -80.6 +55.7 -59.7 +54.8 -59.1 +54.1 - 58.5 +53.5 -58.0 +53,0 -57.5 +52.6 -57.1 +522 48 ft -63.8 +58.8 -62.3 +57.3 512 +58.2 -60.3 +55.3 -59.6 +54.6 -59.0 +54.0 - 58.5 +53.5 -58.1 +53.1 -57.7 +52.7 48 ft - 64.4 +59.4 -62.8 +57.8 -61.7 +58.7 -60.8 +55.8 -60.1 +55.1 -59.6 +54.5 -59.0 +54.0 -58.6 +53.6 -58.2 +53.1 50 ft -64.9 +59.9 -63.4 +58.3 -62.2 +572 -61.4 +56.3 - 60.7 +55.6 -60.1 +55.0 -59.5 +54,5 -59.1 +54.0 -58.7 +53,6 52 R -65.5 +60.4 -63.9 +58.8 -62.8 +57.6 -61.9 +56.8 - 812 +56.1 -60.6 +55.4 50.0 +54.9 5 9.8 +54.5 -59 -59.2 +54.0 54 ft -66.0 +60.8 -64.4 +59.2 -83.3 +58.1 52.4 +572 -61.7 +56.5 -61.0 +55.9 -60.5 +55.4 -60.1 +54.9 -59.6 +54.5 58 ft - 68.5 +61.3 54.9 +59.7 -63.7 +58.5 52.9 +57.7 52.1 +56.9 -61.5 +56.3 -61.0 +55.8 -60.5 +55.3 -80.1 +54.9 60 ft 57.5 +622 -65.8 +60.6 -64.7 +59.4 -63.8 +58.5 -63.0 +57.8 -62.4 +57,1 -61.9 +56.6 -61.4 +58.1 -61.0 +55.7 41 r z to REMARKS MIT ISSUE DRWN CL CHKD FLB EXTERIOR ZONE 5 PRESSURES Mean Roof Height DESIGN PRESSURES (PSF) • Zone 5 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 -15 ft -62.2 - 59.8 -58.0 -58.7 -55.6 -54.6 -53.8 -53.1 -52.5 +46.5 +452 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 16 R 5 3.1 +47.1 -60.6 -58.8 +45.9 +45.0 -57.5 +44.3 -56.3 +43.7 -55.4 +43.3 -64.6 +42.9 -53.9 +42.5 -53 2 +422 18 ft -64.6 +48.3 - 62.1 -60.3 +47.0 +46.1 - 58.9 +45.4 - 57.8 +44.8 - 58.8 +44,3 -55.9 +43.9 -552 +43.6 -54.5 +432 20 ft -66.1 +49.4 -63.5 -61.6 +48.1 +47.1 -60.2 +46.4 -59.0 +45.8 - 58.1 +45.3 - 572 +44.9 - 56.4 +44.5 -55.8 +442 22 ft - 67.4 +50.4 -64.8 -62.9 +49.0 +48.1 -61.4 +47.4 -602 +46.8 -592 +46.3 -58.4 +45.8 -57.6 +45.4 -56.9 +45.1 24 ft -68.7 -66.0 -64.1 -62.6 -61.4 -60.3 - 59.4 -58.7 -58.0 +51.3 +49.9 +49.0 +482 +47.6 +47.1 +48.7 +46.3 +45.9 26 ft - 69.8 - 67.1 55.1 -63.6 - 62.4 -81.4 -60.4 -59.6 -58.9 +522 +50.8 +49.8 +49.1 +48.4 +47.9 +47.5 +47.1 +46.7 28 ft -70.9 +53.0 -682 562 +51.6 +50.6 -64.6 +49.8 - 63.4 +492 - 62.3 +48,7 -61.4 +482 -60.6 +47.8 -59.9 +47.4 30 ft -72.0 +53.8 - 692 -67.1 +52.3 +51.3 -65.6 +50.6 -64.3 +49.9 -63.2 +49.4 -62.3 +48,9 -61.5 +48.5 50.7 +48.1 32 ft -73.0 +54.5 -70.1 -68.1 +53.1 +52.0 - 68.5 +51.3 -652 +50.6 -64.1 +50.1 - 83.1 +49.6 -82.3 +492 -61.6 +48.8 34 ft -73.9 +55.2 -71.0 -68.9 +53.7 +52.7 -67.3 +51.9 - 66.0 +51.3 - 84.9 +50.7 -64.0 +50.2 -63.1 +49.8 -62.4 +49.4 36 ft -74.8 +55.9 -71.9 -69.8 +54.4 +53.3 -68.1 +52.5 - 66.8 +51.9 - 65.7 +51.3 -64.7 +50.8 - 63.9 +50.4 -63.1 +50.0_ 38 ft -75.7 +56.5 -72.7 -70.6 +55.0 +54.0 -68.9 +53.1 -67.6 +52.5 -66.5 +51.9 -65.5 +51.4 - 64.6 +51.0 -63.8 +50.6 40 ft -76.5 -73.5 -71.3 -69.7 -68.3 -67.2 -662 -65.3 -84.5 +57.1 +55.6 +54.5 +53.7 +53.0 +52.5 +52.0 +51.5 +51.1 42 ft -77.3 +57.7 -742 -72.1 +582 +55.1 -70.4 +54.3 -69.0 +53,6 -67.9 +53.0 -66.9 +52.5 -66.0 +52.1 552 +51.7 44 ft -78.0 +58.3 -75.0 -72.8 +56.7 +55.7 -71.1 +54.8 - 69.7 +54.1 - 68.5 +53.5 - 67.5 +53.0 - 68.6 +52.6 -65.8 +522 46 ft -78.8 +58.8 -75.7 -73.5 +57.3 +562 -71.8 +55.3 -70.4 +54.6 -692 +54.0 -68.2 +53,5 -67.3 +53.1 -66.5 +52.7 48 ft -79.5 +59.4 -76.3 -74.1 +57.8 +56.7 -72.4 +55.8 -71.0 +55.1 -69.8 +54.5 -68.8 +54.0 -67.9 +53.6 -67.1 +53.1 50 ft -80.2 +59.9 -77.0 -74.8 +58.3 +57.2 -73.0 +58.3 -71.6 +55.6 -70.4 +55.0 -69.4 +54.5 - 68.5 +54.0 -67.6 +53.6 52 ft -80.8 +60.4 -77.6 -75.4 +58.8 +57.6 -73.6 +56.8 -722 +56.1 -71.0 +55.4 -69.9 +54.9 -69.0 +54.5 -68.2 +54.0 54 ft -81.5 +60.8 -78.3 -76.0 +592 +58,1 -742 +572 -72.8 +56.5 -71.6 +55.9 -70.5 +55.4 -69.6 +54.9 -68.7 +54.5 58 ft -82.1 +61.3 -78.9 -76.8 +59.7 +58,5 -74.8 +57.7 -73.3 +58.9 -72.1 +58.3 -71.0 +55.8 -70.1 +55.3 -69.3 +54.9 60 ft -83.3 +622 -80.0 -77.7 +60.6 +59.4 -75.9 +58.5 -74.4 +57.8 -732 +57.1 -72.1 +58.6 -71.1 +56.1 -70.3 +55,7 DATE 04/19/06 REVISE FOR 07 FBC TSB FLB 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, PE AND SHALL NOT 8E REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L SENNARDO, P.E. "ALTERATIONS,ADDRIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION, WIND VELOCITY =146 MPH EXPOSURE 'C' MRH =O -60° BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpJ = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. �-I ® I- ELEVATION 1 WALL ZONE FIGURES 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING PEAK ROOF HEIGHT MEAN ROOF HEIGHT C ENGINEERING EXPRESS ° 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH #9885 HA - MU4e.° M SHE: 'i F a 0 NNNINNINMIN INN INN INN II ■n/ w ■ . /. Wit.. �� �� NI ir>il .,am,lr�'r� _ �M € ■ t +'�It�tt��. a .. .1 108 x 801/4 I. ■... ii/ 95 1/2 x 79 i/2 ( + / -60) FL11105.1 I. ° ( +/ -60) FL78581 ig INN II al 1 ill w IN F. m t!_ lay. .I I 1111111° Nisi III 1111 L umaiaiars •r i ii . IL 125 x 83 3/4 IuDi v#1 ®u l� $... ( +/ -60) FL11105.1 nail. _ _..i _ '- i.. in ... $. IH -11.11.11111_11 ___ -__ Ili+ ..]Ir.l111_ l . ffr. .,��3 f RP' G INN It 1111 immuilliiihing 't it I j14 :/. 1 a. L 1 11 : ! !Musing ■ /lN I lJ \!.Ill; 1�" f AM ■ .�� I /ri ! lif __Nl l J_ _ uI illy i i I L1'I 1Iil .N. ■ i - A/riEmir 1i1Iao is '' unions van an r�sat�r cars E;: rm: 1Ir ►'°` l r' LAM � r = in, ■ii r ± ri u 1111111144; NI 41 1 + IL 1 I ill* ' I ali ■ II 111`. 1n . . I ' N.1 °i 11lr: . 111 SIM .h. f5 11 tai I ill �'a!!n!t!i ■! t!!I 6a o ii!rura�!ar.n!!!!! ; 4 !I t01 V� v,�1. Ili �wt / ®tt��>rt �_ �� 1�'!►, %� ,�1 �,�11.. ���� � -����� ii�,�'► _ � ®r�i villain ■ i .i dliiiil �i.rl ,- < 111111111111111 l� Ili NIM _.1;. 1 ■■ II riiI1ii i1iIt Mn 11t&1II®[S 1ie1ll ■liIIii 1$ Iir it UMW V) ' lorida Building Code Online RCIS Home I Log In 1 User Reglstratbn C:x> nr9'ttsriil Affairs Product Approval USER: Publk User http: / /www.floridabuilding.org/pr /pr app dtI.aspx ?param= wGEVX... Hot Topics 1 Submit Surcharge Stets Si Facts 1 Pubtations I PBC Staff G SCIS Ste Map I Unto ? Search 2..u2pu4t ARorosal Mssu > tQdpst90179.kaY!Ga.SPdsh > 6p.41+r19n Usr > A • , 'tab'? Delta • FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature miafevre @cws.cc Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 miafevre @cws.cc Michael LaFevre Technical Representative Michael LaFevre ## 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 Category Subcategory Compliance Method 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368-6922 Ext208 Ralph @cws.cc Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE -62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE L•: Validation Checklist - Hardcopy Received Certificate of Independence FL78S8 R2 COI 510463A (Evat Reo XO 8040).pdf Referenced Standard and Year (of Standard) Standard Rear AAMA/WDMA/101/I.S.2 /A440 -05 2005 ASTM E1300 2002 ASTM E1886-02 2002 ASTM E1996 -02 • 2002 1 nf 1 12/1I/2t11 AA: aft PM Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved m is of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Other: Large Missle dp = +/- 60 psf (96" x 96 ") Impact. http: / /www.floridabuil ding. orepr /pr app dd.aspx?param--wGEVX... PAT/TAS 201/202/203 1994 Method 1 Option D 09/12/2008 11/10/2008 11/13/2008 12/10/2008 Model, Number or Name Description 8900 Vinyl SGD 8900 Vinyl 2 Panel 2 Track SGD. Large Mlssle dp = +/- 60 psf (96" x 96 "). Installation Instructions FL7858 R2 II CWS -165A (SGD -890Q Impact XO 80$0).adf Verified By: Luis Roberto Lomas PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL7858 R2 AE 510463A (Eval Rep XO 8080).odt FL7858 R2 AE DuPont SGP NOA 07 -11 6-Q4.pdf FL7858 R2 AF Micron NOA 06 -1220 01.odf Created by Independent Third Party: Yes *41 Department ofCommem8y Affairs Florida BOdlgg Code ONl+e Codes and 518ndatdo 2555 Shumard Oak Boulevard Tallahassee, Florida 32389-2100 (850) 487 -1824, Fax (850) 414 -8436 0 2000 -Z010 The State of Florida. All rlghts reserved Pr7vacv Statement I coovrieht Statement 1 Aaesslbety StatereaJlt 1 Phtg -In Cnftware 1 CIISCOIDELS21210,511IILEM 1 SnntPd ill Product ApprovalAcceptsl 0=vew4stge rt.rrr sera 3111V.SCF' nf1 12/13/2010 4 :3t) PM L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Clenunons, NC 27012 336- 945 -9695 Manufacturer: Custom Window Systems 1900 SW 44th Avenue Ocala, FL 34474 Product Line: Series 8900 PVC Sliding Glass Door- - Large Missile Impact Report No.: 510483A 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 manufactured out of extruded PVC; frame is straight cut, coped and assembled with four (4) screws through each jamb end into head and sill frames. Supporting Technical Documentation: 1. Approval document drawing number CWS -165 Revision A, titled Series 8900 PVC Sliding Glass Door — Large Missile Impact prepared, signed and sealed by L. Roberto Lomas P.E 2. Test reports No.: NCTL 210- 33421, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL AAMAANDMAJCSA 101/1.S.2/A440 -05 Design pressure: ±60.Opsf Water resistance: 9.Ops# ASTM E1886 -02 and ASTM E1998-02 ASTM El886/ El 998 Large Missile Impact, Level D, Wind Zone 4 ASTM E1888/ E1996 Cyclic Load Test, t8Opsf design pressure 3. Test report No.: NCTL 210-3342-1A, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL TAS 201 -94 Large Missile Impad test TAS 202-94 Uniform Static Air Pressure, ±60psf design pressure, 9.Opsf Water test penetration TAS 203-94 Cyclic Pressure Loading, ±60psf design pressure. 4. Anchor calculations, report number 610112A, prepared, signed and seated by L. Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: ±80psf • Maximum unit size: 95'x° x 95'x" • Maximum panel size: 48 3/8" x92 7/8° • • Maximum D.L.O.: 41 '/,° x 85 3/4" • Units must be glazed with 1" IGU consisting of a 3/16" tempered outboard lite — air - laminated inboard fte consisting of 1/8" annealed - .090 Dupont Sentry GlasPlus interlayer —1/8° annealed per ASTM E 1300. • Dupont Sentry GIasPlus interlayer per N.OA. 07- 1116.04. • Approved configurations: OX, XO • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact . protection in wind borne debris regions. • Frame material to be rigid PVC per N.O.A. 08- 1220.01. installation: • Units must be installed in accordance with approval document CWS -185 Revision A. �tt4ea :.cti +'r' +t Certiticatlon of Independence: `�' . ab� *• "�,p,:�, :: Please note that I don't have nor will acquire a financial interest in any company manufacturing or�ytls ' .;: i4 ° *e product(e) for which this report is being issued. Also I don't have nor will quire a financial interas A4ther � �- ,P� ; involved in the approval process of the listed product(s). • 9•.: ,�. . .•. • a Vii' 4� ••iA0o i�'' �y� �•�. t4,14. ��4+e�arr .,$�saoet et et�a�t4‘ 1 of 1 Luis R. Lomas, P:•E..;.; • ,,. FL No.: 82514 ._ 10/24/2008 SLIDING GLASS DOOR (LARGE MISSILE IMPACT) MAX. UNIT HEIGHT T#►OF CONTENTS GENERAL NOTES & ELEVATIONS -1 ANCHOR SCHEDULE & NOTES_ —T DP CHART & MUMS DETAIL.--.3 SECTION vlaws 4 EXTRUSIONS & LOS 6 INSTALLATION PVC IMPACT REQUIREMENT; 1. THE PRODUCT SHOWN HEREIN IS DEEMED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BULDI IG CODE, CURRENT EDITION. GLAZWG DETAIL: (SET SHEET 3) 3. APPROVED CONFIGURATIONS: 'Or, 7IO °. 4. DESIGN PRESSURES: (SEE TABLES SHEET 3) NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLESAS1M E 1300. - POSUWE DESIGN LOADS BASED ON TESTED PRESSURE. WATER INFILTRATION TEST PRESSURE. AND GLASS TABLES ASTM E 1300. 6. ANCHORAGE: THE 331!3% STRESS INCREASE an NOT SEEN USED IN THE DESIGN OF *68 PRODUCT. SEE SHEETS 6 -8 FOR ANCHOR DETAIL. 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. 7. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS FULLY WELDED. B REFERENCE'TEBT REPORTS: NGTL- 8103348 -1A. 9. SERIES /MODEL DESIGNATION SGDS900. 10. WOOD BUCK OR STUD FRAMIVO TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER AU. LOADS TO STRUCTURE. BUCK OR FRAMSJG LS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND.O STAND FOR THE FOLLOWING X OPERAELE SASH. O=FECED SASH. .18. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. A I UPDATED PER NEW FBC REQUIREMENTS 1 06110 s • w® \.. 4 PHOP�TAAYANOGONROB/11M. _ .• �" e 'Mea�oatey%carn*UUnr+twsDawn. amesa.e CAM. Lii 4. WINDOW 6Ysme. sta. AM/FEPRODUCIION NI PARTON AS M1 AI TIE; FL.'p+.E NO. 62314 WWITENC CL ?QUWNSOW mums, INC. IS s • • '4 6 rte' +: e4'�• t° Lys a aAa4(. @C a .414. r[ 1OF8 0.0011 MAX G0.00 — 18m HAMS. NOTES: 1. INSTALL TWO ANCHORS AT EACH INSTALLATION LOCATION 2. SHIM AS RECTO AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLAANABLE SHAM STACK TO BE W. USE SHILLS WHERE SPACE GREATER THANT/1r 1S PRESENT. 3. LOAD BEARING EMS awl BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SFAS ARE NOT ALLOWED. 3/18' DLA. ELCO TAPCON MASDNRrIGHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1M• INTO MASONi Y ,s..®... ..n 1u ' nv. ?W INTO MASONFIY. A MINIMUM EDGE DISTANCE OF 21/2'SHALL BE ACHIEVED_ 8.910 WOOD SCREW ANCHORS MIST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF S air INTO 2 BY WOOD BUCK. 8. SEAL CORNERS WIT( SMALL JOINT SEAM SEALANT. 7. AU. INSTALLATION ANCHDHS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR CO]A11P . S.INSTAILATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 8. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MI OMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSL f:•4 C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE It TYPE 1 (OR GREATER). 11.060 MAX OM. X 0 3 • 0lct011 FL. 62514 • L: THE INFORMATION CONTI.PJEO IH THIS OWNING IS THE 96LEPROPER1Y CPC 1 W02CW yy,0EM0,IN0.thflEPRODU0TION NPARTORASAWI0FEWi18DUY,i7 MITTEN MAMMON CP UMW WINDOW SYSTEMS, INC. ISPR01MRE0.� WEI r A 1 UPDATED PER NEW FBC REQUIREMENTS 1 moms W8 WOW SS1EMS SW 44TH AVE. FLORIDA 34474 R SCHEDULE 3 NOTES- LARGE M IMPA 7/8/2008 S-1 2 OF 8 WIDTH — (IN) 60" 60" 72" 72" CONHG OX HEIGHT (IN) GLASS TYPE GED 84" 90" 96" A +60/-60 +601-60 +60 1 -60 +60 / -60 A +60 /-60 +601-60 460 / -60 4601-60 A A A X96`, XO A 460 / 40 +60 /-60 /-60 +69/-60 4401-60 4691-60 +60 1-60 +60 / -60 +60 1-611 91-60 +60 / -60 I`OVERALL vir TEMPERED V2' AIRSPACE GM LAMINATED GLASS W MEWED zar SDP fir MIMED lane- WASS SITE 9601.60 +60/-60 4601-60 9601-60 A 1 UPDATED PER NEW 1930 REQUIREMENTS 1 08/10100 r t m_t _ : ri. 1 lt, 4 ( ," - -11 fti-----1,1 111 rr''' 11 pj 1:1111111E7 '..) 1;1)11:1,1 0 iitillitSjiLvAI,1 . . rT, " ,;,4111111=111.11_ I, • Semi 09 llwesiFier, PVC, SOD, Head Nun 148042 111j=2 MUM I --61'-'“1::■•1 341041 148042 95040 12 13 14 S-5039 11-11032 Fed. , PVC, SSD, Track. kareen, PVC, 930, From, MIL PVC. SEA Thr es.14 en, Pita SGDL. ,r17-1,--Arowre, 13414=1111111N111111111 1", • I. PVC, An11-Ult tfir.„ PVC. SOD Panel Fa PlIG 500,T. Op. 1910 Rdl. DeL OP, 5-1590 Rake.. M. PVC, SOD 5-1590 11-5034 C. Lfic ROIL, Rt. p.m sea Panel 805.,Oper.. PVC. 930 H 590 5-1501 I35_ 1191.,PVC,S9D 5-1590 H-soaa ;Tap. ROC. Rd. PVC, 800 Pene1152. FVC. SOD. 541. R2L Iffr171,11.7 91520 1+5033 11-8035 91590 NEEL:IV-AN Paner-7,- • C. =qr., • Reks/.. Pri. PVC, 93D Panel Mk. Rd. PVC.920 Catch, R3.119- Red., PVC. SOD Re*, RI, PVC, SOD S-41037 SOS • 96037 P-3789 P-3429 1+3558W PIRA Sup.. Weld. PM, 920 tz.5cL1.PV SCD,RoL, H3,14* ", il.i12.111111111111M1 . , C. -'710=1"'" 03- r. FVC,SeD,Sesh, Vert. Led i& Handle 19, PVC, SOD Rohr, Tarok; PVCRGEL SA 0.270 9 AV kook attSoal, Gray 66 x 2 wr Ph Al RA Wit a8x 0.625141PH she •.tc c3;t: P-2342 P3752 P-3498 tax 2 1 PH , Scem Soda, Sk4-5504 Cap Rug, Ur Nolo fbt Tn4389, rt! 1•MMIZEZEI KA 12 z)E-3• sor Lg. mai mom -) El...7y, en cart " . LbL MLR gaM 11000) Mali MOM 11113111111•111 RAI 6a11111 IILM Mal KM Mall MIIIIEE:1111 25.4 ASIAE 6."-• 25.4 Ow Mc 2) par*, Fixed, Cover net, Feed, Anchor Asem. Screen Adaybcr 5.838 100 PVC OUTER PRAUE - 5342 1.875 .40 PVC PANEL DITERLCCK - 8034 PAPAIUM125:6032 .100 1.975 PVC PANEL INTERLOCK • saw 1.875 1---11:845 ALuktREDFCRCEMENT - 1501 936246 .423 1.645 �i rl .120 kt) ID (.1) C.) k-p) 1.863 ID AUJUREINFORCEMENT- 1550 5353-T5 .100 .475 3.216 PVC INTERLOCK SNAP -6035 PVC TRACK PLUM -6040 PVC SCREEN TRACK- 8041 .551 1.1 'ST ID ID ID PVC GLAZEMEAD -9037 2.1913 FTATI PVO FDiED PARR- LtFr- 6038 .100 1.720 PVCR1151.0 SUPPORT • ENS 2.813 ID ALUM POMO PANEL coven 6063-91 PVC F2.188 if 0 2.142 PVC ROLLER TRACK- 6093 9.853 ALLM FIXED PANEL CUP.- 1818 6089-78 • k • 4;6.2'4 ••. • o•pw• • : 9133.18 .380 .151811E0MEE102:11 FRAM COMMIS SCREWED TOGETHER IONCLONSME32311 VENTS FULLY WELDED 2.813 A1128. H1COHRISE ATR APTO T UPDATED PER NEW BC REQUIPIFIYIEVTA OVUM wavowsrsvms 9O0,SW4114TH AVE. FWRIDA 34474 . PROPRWTORY AND 00121312171At TRE101:0093112442MTAINED 1119011AW20212 ME BOLE PROP9ire OEM11'41_714, t WINDOW SYSTEM:NO.4W REPRODUCTION IN MIT ON AS POVHOLEMMOttr L p,E. No. 14 ; syranammassioNCWC197DlitV2.00WSVIRE19.INC.ISPROMEMErr • • 4: & 1.0 I- • — ADE 7/5/2008 165 S op a (MM. E A EDRENT) (XMCRETWILILASONRY BY OTHERS CAULK BETWEEN BUCK AND OPE NME BY OTHERS CY� ((i IN. ENS3 T) MIN DIS 2 mr �{ �.eVP p .p. D V. P dw po p p d• Oa O° EITTERIOR BY OTHERS PER2 ETER CAULK BY INSTALLER DOOR FRAM HEAD RUBIO. CAULK UNDER SCREW HEAD BY fSTALLER DOOR FRAME SILL PERIMETER CAULK BY INSTALLER/DO NOT COVER WEEP HOLES l_ A .�_ ULITI !`4iiiir± r_�' c 4* 21/E (MK COGS MST.) VERTICAL SECTION DI 4 411. IBC SHINI SEE NOTE 2 & 3 SHEET 2) INTERIOR CAULK UNDER SCREW HEAD BY INSTALLER MAILSHIM BEE NOTE 2 3 SHEET 2) 1 BY WOOD BIJOK BY OTHERS INSTALLATION ANCHOR, WA. MASONRY ANCHOR & V2' FLAT WASHER CAULK UNDER SCREW HEAD BY INSTALLER HYOHRISESILL BEAD OF CAULK RE-1WEER HKLHRISE SILL AND FRAME BY INSTALLER METAWITON ANCHOR, 8T1r DIA. MASONRY ANCHOR & 1B' FLAT WASHER BY WHIMS i") 27!(8' ..- PALIRETIR:LICDOII W. ' ` y Y THE MFDI UoN CCMANEDMTHIS Li11AWARHI3THE 6QIJrA WHOLE WH (SYSTEMS, MANN PEPROOLNOON w PART 0003 IVNTTENPEsmitiNCIN DFGUSTOMW NON OtfOEMS, U4. El PA BIESM. C 31.7j.1.: 3tr FIXED PANEL EC KAMM ENnctn+ SCREW (� 0401 EMBEDM (SEE NOTE 2 & 3 SHEET 2) Z11 Ntr TAPCON 17 X E/&' TEX ,,rte �^ (MIN EMBEDMENT) D / CCONCRETE/MASONRY OTHEIS INSTALLATION ANCHOR, sar MASONRY ANCHOR wv 112' FLAT WASHER . s't p 27/1r . O• p INSTALLATION ANCHOR. 3/18' DIA. MASONRY ANCHOR & U2' FLAT WASHER DOOR FRAME JAMB PERIMETER CAULK BY INSTALLER EXTERIOR FINISH - BY OTHERS TE THAI' PRE PUNCHED LES HOLD ANCHOR EPARATIZN TO 2.450 EXIEMEI CAULK UNDER SCREW HEAD BY INSTALLER OR!ZONTALSECTI N ( HR D00$ FRAME .4 � v Y .p • BY INSTALLE RR °.fig 20 E=TER(O. EXTERIOR FS BY OTHERS 1 BY WOOD BUCK BYOTHERS CAULK BETWEEN BUCK AND OPENING OTHERS LIGE MIN EDOEDIST. A 1 UPDATED PER NEW FIC REQUIREMENTS 188/iwi08 s sa FL KENO. 62514 C a WINDOW SYMMS SOO SIN 44TH AVE FLORIDA .94474 r a• 718120118 +•155 80F8 :o EXTERIOR SHEATHING 8Y OTHERS EXTERIOR FINISH 8Y OTHERS PERIMETER CAULK BY INSTALLER CONCRETE/MASONRY TM EMd8EDMENTS • 1 (SEE FATE 2 &3 SHEET 2) -1 INTERIOR 4r� �i.. MK MAX SHIN 3 LEE FIXED PANEL CUP SCREW 1M2t. EMBEDMENT) 2 BY WOOD 2UCK BY OTFIERS CAUUcEIETWEENBUCK AND OPENING RS ---INSTALIATION ANC240 AM WOOD SCREW red W FIAT WASHER 04114. EMBEDMENT} ter[ NMI 'saft....__ fill li [;IA 1" )1 DOOR FRAME HEAD EXTERIOR CAtJLI( UNDER SCREW HEAD BY INSTAL -ER OO D FRAME PERIMETER BYY1NSTALLERIDQMDT COVER WEEP HOLES 444. °n' •D (4.1:. . b 4k m LICE I NEDGED GT.1� 27/18' 114• MAX. SHIM SEE NOTE 2 & B SHEET 2) CAULK UNDER SOWN HEAD BY INSTALLER HIGHRISE SILL CAULK BY INSTALLER pennon CAULK BY INSTALLER EXTERIOR ISH BYSFIN E XTERIOR SHEATHING BY OTHERS BEAD OF CAULK BEIWE2N HIONRLSE SILL AND FRAME 8Y INSTALLER INSTAUATWN ANCHOR, 3/18 MASONRY ANCHOR & 12' FLAT WASHER CONCRETE/MAW/MY YO t. • 4's yyy EMBEDMENT) Q �SECTION FRA OD) 114: MAX OAK EMBEDMENT) (SEEPJQTE 2219 SHEET a) 4 CONCRETE/MASONRY NTHERS �314 WOOD SCR o :� /HO WOOD SORE N 18 X a'A'IEK INSTALLATION & 1PNd' FLAT WASHER CAULK UNDER SCREW HEAD BY INSTALLER aromas WORD) DOOR FRAME JAMB P ER8+8:TER CAULK BY INSTALLER cf EXTERIOR FINISH BY OTHERS 2BY WOOD BUCK . ▪ a BY OTHERS CAULK BETWEEN BUCK 1r AND OWNING BYOTHERS ...114{2 (2 vcrEcaoR BYC CORMS A 1 UPDATED PER NEW FBC REQUIREMENTS 1 08/10108 TETNAT PRE PUNCHED , HOLD ANCHOR * ' Ws rooW STREW PARATICN TO 2.45D � N ° •.. t !r fO. • SW 44TH AYE t4 ,o °° ,.,.5 LA, FLORIDA 34474 4 (*MOM RDc AI. • .y o m • „ Y.T >"' as o THE NFORIWT NCOTTAMO101 IRO DRAWINGS THE SOLE PROPS LR�CSa WRdDOWSYSTEM& NM ANYR�N PARTCRAS A FLR 1.82514 wwrteNFERNSSIONOF wsTDUWNDOW SYSTEMS WC. �PRauE • ALLATION DETAIL IN 2 BY DUCK -LARGE -I IMPACT T�.i�iNis>• ®,z,e,�R� 1 [ � 111 7/812008 &165 7OF8 is GEM EMBED/AENT) VA: 11Ax SKIM (SEE NOTE 2 &3 SHEET 2) WOOD SUCK 2 B�YOTHERS SECTION Maga L FIXED PANEL CUP SCREW (MIN- EbaSEDRENT) Ng MAX SHIM (SEE NOTE2 a3 SHEETS) 131ff (MIN. E MBEDMEMI) Di0 WOOD'SCREW — INSTALLATION DID WOOD SCREW wJ 112` FLAT WASHER Lar (.i EXTERIOR SHEATHING BY OTHERS 08 X 214 TB( 00 CAULK UNDER SCREW HEAD BY INSTALLER CAULK LINDER SCREW — HEAD BYEISTALLER INSTALLATION ANCHOR, 9118'DIA. WOOD $GREW b 112 FIAT WASHER 2 BY WOOD BUOIC 11Y OTHERS EXTERIOR ROSH BYOTHERD PERIMETER CAULK BY INSTALLER PERIMETER CAULK BY INSTALLER • DOOR FRAME HEAD MEMO 104 MAY SHIM SEE NOTE 2 a 9 SHEET 2) OAULK IINDE LSCREWW HEAD BY INSTALLER fragEELR CAULK UNDER SCREW HEAD BY INSTALLER 1IGHRISE SILL DOOR FRAME SILL PERIdETERCAULK BY 3 ErALLERIOO NOT COYER WEEP HOLES EX ER�qISH EXTERIOR SHEATHING BY OTHERS BEAD OP CAULK BETWEEN HK3HRISE ELL AND FRAME BY INSTALLER INSTALLATION ANCHOR, 9118 DM, MASONRY ANCHOR & R/2' FIAT WARIER 11` BY NC�Y Oe . OTHERS • D (N EMBEDMENt) BEN EDGE DLS"I'a - 27,178' VERTICAL SECTION FRAME (WOOD] IfORINITfLg fWOOU DOORFRAME PERIMETER CAULK BY INSTALLER EXTERIOR. FINISH BY OTHERS EXTERIOR �SSHEATHING warms 190 SHAH, 44TH AYE -Fi3ORIDA 34474 IMPAC" -f4 .11 -^ b. • 8 OF 8 Florida Building Code Online http: / /www.floridabuilding.org*fpr /pr app_dtLaspx ?paraamwGEVX... BCIS Home I tog In Haar RegBtraton Hot Topics .Submit Surcharge . Stets & Fads 1 PubkatIons FIX Staff 1 BCIS Site Map I Inks Search 1 Product Approval USER: Public User FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 mlafevre @cws.cc Michael LaFevre mlafevre @cws.cc Michael LaFevre ## 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre @cws.cc Ralph Emminger ## 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368-6922 Ext 208 Ralph @cws.cc Exterior Doors Sliding Exterior Door Assemblies Compliance Method Eva ride Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Roberto Lomas the Evaluation Report Florida Ucense PE -62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL /1105 RO COI SSD -8900 OXXO 16080 PE statement.odf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA /CSA/101 /I.S.2/A440 -05 2005 ASTM E1886 -02 2002 ASTM E1996 -02 2002 TAS 201/202/203 1994 I elf? 12 /1.1120.1i14!31 PM Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved f Products http:// www. floridabuilding .orepr /pr_app_dt1.aspx?paran wGEVX... Method 1 Option D 07/16/2008 07/21/2008 09/15/2008 10/14/2008 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Others Large Missile Impact, Max. PnI. Size 4' x 8'. SGD -8900 PVC, OXXO and OXO, Sliding Glass Door, 16080. Installation Instructions FL11105 RO 1I CWS-298 {SGD -8900 Impact. OXXO, 16080).pdf Verified By Roberto Lomas 62514 Created-by Independent Third Party: Yes Evaluation Reports FL11105 RO AE $10776 (Eval Rep OXXO 16080),pdf F111105 RO AE DuPont SGP NOA 07- 1116- 04.odf FL111 .55 RO AE Mikron NOA 06 -1220 01.pdf Created by Independent Third Party: Yes Department of Cammmdly Affabs Florkia lltd Ming Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Fiorda 32399 -2100 (850)487 -1824, Fax (850)414 -8436 © 200D -2010 The State of Florida. At rights reserved. Privy Statement 1 SA.2aht Stater t 1 pccesslbety Statement 1 Plua -b: Software 1 Customer Service Survey 1 Contact_ 1)8 Product Approval Accepts: 101 E gArtiE (f—) 12/13/20.10.4.31 PM L. Roberto Lomas P.E. 1432 Woodford Rd. Clemmons, NC 27012 336 - 945 -9695 Engineering Evaluation Report Manufacturer. Custom Window Systems 1900 SW 44th Avenue Ocala, FL 34474 Product Line: Series 8900 PVC Sliding Glass Door— Large Missile Impact Report No.: 510776 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 the 2007 Florida Building Code. Product description: Sliding glass door is made of PVC. Main frame is of mitered comer construction. Panels are of welded and mitered corner construction. Supporting Technical Documentation: 1. Approval document drawing number CWS -298 sheetsl of 8, titled Series 8900 PVC Sliding Glass Door — Large Missile Impact prepared, signed and sealed by L. Roberto Lomas P :E ' 2. Test report No. NCTL 210 - 3530 -1 signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL TAS 201 -94 Large Missile impact Test TAS 202 -94 Uniform Static Air Pressure, t60.Opsf design pressure, 9.0psf water penetration. TAS 203 -94 Cyclic Pressure loading -!•60.0psf design pressure 3. Test Report No.: NCTL - 210 - 3506 -1A signed and sealed byGerard•J. Ferrara, P.E. National Certified Testing Laboratories, Orlando, FL AAMA/WDMA/CSA 101/1.S.2/A440 -05 Design pressure: ±60.Opsf Water resistance: 9.0psf ASTM E1886 -05 and ASTM E1996 -05 ASTM E1886/ El 998 Large Missile impact Test, Level 0, Wind Zone 4 ASTM E1886/ E1996 Cyclic Load Test, ±60.0 psf design .pressure, 9.0 psi Water infiltration Test 4. Test Report No.: NCTL-210-3508-2 signed and sealed by Gerard J. Ferrara, P.E. National Certified Testing Laboratories, Orlando, FL AAMA/WDMA/CSA 10111.S2tA440 -05 Design pressure: ±60.0psf • Water resistance: 9.0psf 5. Anchor calculations, report number 510777, prepared, signed and sealed by L. Roberto Lomas P.E. Limitations and Conditions of eta: • Maximum design pressure: t60psf • • Maximum non - active panels size: 49 1/8" x 93 3/8" • Maximum active panel size: 51 1/8" x 93 3/8" • • Maximum D.LO.: 421/8" x 86 3/8" • • Approved configurations: OXXO, OXO • Units must be glazed with 1° IGU consisting of a 3/16° tempered outboard lite air — laminated inboard lite consisting of 3/16" annealed - .090° Sentry GiasPlus intertayer by DuPont — 3/16" annealed per ASTM E 1300. • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind borne 11l i 111 !! debris regions: ,��\ I, • Frame material to be rigid PVC per N.O.A. 06- 1220.01 *�\ NIS R'• L 041 • DuPont Sentry GlasPlus inierlayer per N.O.A. 07- 1116.04 ti~ • •';GEMS' ° •'dr Installation: Units must be installed in accordance with approval document CWS 298.; 0 51 • 1 TAT OF ••$ :74 ozot /15:��111 \‘ 1 of 1 Luis R. Lomas, P.E. FL No.: 62514 07/17/2008 Certification of independence: Please note that i don't have nor will acquire a financial interest In any company manufacturing or distributing the product(s) for which this report is being issued. Also, i don't have nor will acquire a financial interest in any other entity Involved in the approval process of the listed product(s). STUED MAX. DYERALL HEIGHT TABLE OF OONT J Si GENERAL NOTES & ELEVARONS —.1 ANCHOR SCHEDULE & NCTE4....._2 DP CHART aG.A2 DETAB_3 SECTION manustatis &D �: EdiPA[-3 1. THE PRODUCTSHOWN HERON 6 DESIGNED AND MANUFACTURED TO COMPLY MTH THE 2007 FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING DETAIL:MEE T'S) . 3. APPROVED CONFIGURATIONS: V=1; 'OXO 4. DESIGN PRESSURES: (SEE TABLESSHEET+3� 0.TUYE DESIGN LOADS BASEDONTtU,i D PRESSURE ANC GLASS TABLESASTM E 101IR - POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE,.AND GLASS TABLES AMA L f� S. �E THE 33 H3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF TR3 PRDDih7T. SEE SP ETSS • B FOR ANCHOR DETAIL. . PRODUCTS APPROVED FOR IMPACT RESISTANCE. 7. ALL FRAMES ARE-PROCESSED AND SCREWED TOGETHER. VENTS FULLY Wes. B. REEERE 10ETEST REPORTS: NDTLe2I0 E$E04, NDTt2I0aGCS•1A. N07G2IC•.�O2. 9 SERIES F MODUR. DESIGNATES* SOD-13300. 10: WOOD SUSX OR STUD FRATSNGTO SE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. SUCK OR FRAMING IS RESPONSIBILITY OF ARCHITECT OR EN(R�IEEROF RECORD. ft . THE �DE TIONX AND 0 STAID FOR THE FOL OWIN3: X•OFERASL$ SASH, I2. SECTION GALLOWS APPLY TO Ail. CONFIGURATIONS. u ' 8 SW44T HAVE. "t , *'`^ . A90OCALA, FLORIDA 34474 GENERALNOTES E ELEVATION -LARGE MISSACT • MD AAJ 813i20128 1OFII T..5. tC' p e MI=SYSTE6SEC AV( ETPH000EIETE N PART OR AS A9IBl7l.Ei9l'�IIP THE* o 111sP 1 y, i a IHE TOO GUONCONTANEDINTHISDHAWN1 IS THE SOfEPROf�f1Y wSrOti ^�' 4:' PVC $430 MITTEN PETE SI NHFCUSTO G0UU YSNNNT.Pa ISP1mF .•■•• 'g • r 0 •= t •ur$I F'$ .. .a • • sue. ,a • 17" + • • EDAM las '4�i1. LP'1% 4. WM& t. SWAM 'PNO ANCHORS AT EACH LOCATION. 2. SHIM AS REQ'D AfEACH SET OF INSTACLATION ANCHORS USING LOAD MARINA SHIMS. MAX. ALLOWABLE SHIM STACK 70 BE Wr. USE SHIMS WHERE SPACE GREATER THAN 'Mr Is PRESENT. a LOAD BEARING SUMS SHAU. BE CONSTRUCTED OrH1OH DEKDDY MASTIC OD BETTER WOOD SHIMS ARE NOT ALLOWED. 4. 3nr cm arm TAFCON MUM) LIASONRYAICHORS MUST aecr SUFFICISNT LOATH ID ACHIEVE A MIN. EMBEDMENT OF 1•114` INTO MASONRY MIMI MAME OR THRIMPt. WOOD RUCK MO MASONRY. A MINIMUM MOE DISTANCE OF 2 lir SHALL BE ACHIEVED. 5.110 DIA. WOOD SCREW ANCHORS MUST BE OF SUFFICIENTLENGTH 70 ACHIEVE A MIN. EMBEDMENT OF 1 air INTO 2W1 WOOD BUCK, OR MMHG. S. SEAL CORNEAS MIRTH SMALL JOINT SEAM SEALANT. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. • DIM/ MAME MASONRY OR WOOD) : to• • MONIES= 0016111115101UL THE INFORIATIONCOVFAINIXIIIN THISOMVThall IS THE SOLEPROPIERTire• WORM SYSTRMS. NC. /414Y A&5IEflO74 Ita PART OR ASA vatisurioa w a r n e r m i a s s o N Q G tom mom SYSTEM INC, IS IPSOFIBITIM ••• ■-a •. _ 6 *JP,- Vce , • .,* • ", • pi at • a* It4•711Pr'.; • V • • ...,.!: ..• - .• ..-t '. i.t.. • •e'.. .. . • ....,* :.7. • : -. T ",-- 1:. • . ' '. I..: - . . ,- •:. ..44:-.' .- " = ...- ' . ..::::, :::. r.32 ?":•.,434, ". •:• • " ..0 ,,f...‘fr"'-1.1... • • ,• . ;0.10 t sopt . 1-EIGHT (14) VID 14) 1 OXX 80° +60 / -80 +601-60 A +60 / -60 job 1116 155 185 180 185 182 OX<OIOx0 0XXO +sow A +60/ -60 4$0 -f0 A +6`.0 (-60 +601 -60 90" 96" 460/-80 +60/-60 60 / -60 . +60 / -6O 460/ -60 +60/ 40 460 /40 +60 /-80 +80 /-61 000) A +60 / -60 +60 /-60 0)0(0 A +60/-60 460/-60 +60 / -60 +609 -60 480 /-60 480 /-60 oro A +60 / -60 +60 /-60 .4601 -60 +60 / -60 .A 4501.60 +601`60 460 / 40 460 /-60 P9DWETAP7 AND C pin{L 0 . Y: °. •�. 4• , tie 1984 SW Q44THH AVE 34474 . - P ; . mot} ;- s pw • LAZING DETAILS 4 D' 14 i$ '. I ME ttiF }'I,N IH THIS W7AWW6!WINE 7 L I SOD .lis WWOOw SYS1EUS.WC.AttiWPi Wil0N ItPPRTOA lts w -_- - WRITTENPFIRfBdONOF I ICIOWSYOMS. NC.ISPA • LARGE MVILE IMMT AM B t sue' 3 CF8 TYPICAL VERTICAL SECTION TYPICAL HORIZONTAL SECTION PROPIIIMAY CONNPROWL WINDOW MIMI. iNC.Nit REPROWCTIANIN PANT CiFi AS A THEMOrasallON CONIWNE0 IN MS OFUNIMI IS THEMA PROPERTY ' 101InEM PERussacei onusital mom, annals. c. Is o if sw i 91411 - ''Ss. • . . 44 . 1 Areg. FLORID4p......34474 v- • /..- . -*, ...9.,1124.. 411E:0011:114 VIEWS. CIXXO - LARGE MIE.SILE IMPACT • G.. . RAWN BM Am • CWS018 v°6130;111 • • PVC SOD .16`41-0 NM : : I aktrt OS: • . • I I . - : • • .:.' ; _ Alikt.LettEit 40F1 411. HOAJZONTAL SWTION ITEMS NOT SHOWN FOR CLARITY 10, 20-32 TYPICAL VEPTICAL SECTION ye , Or. ,,,,■ . 'IV e'''allt .... .., , .4,- 1 . :.. :ACTION VIEWS "OICC:r - LARGE MISSILE Boma Boma .. • - • . • . , .:' ono • AM THE INFORMATION COMM IN TIMIMININO IS INEWLE PFCMITY OFUSIS1 r • - 102141, 104"42 ..1.- t NC 340 )wii ti°4 ada.2811 13/312008 - MIPRIHTNIX ANOCOMIWITIAL •.:- * gilx0CYN Maack MAtif REPROIXIMION IN MIT OR AS A VALLE NIKO' TVE SCALE'%W.Lerthilag13: WRTITEMPEA145504 OR CUSTOM VAIDOW sYsTIMIS. IC. 0 PROKSTTEIL 7, 11 * • -- • e. z. 'OHT: ..■.11•1■1. 5 OF O 1114a PART NO. 0ESCWPIION 1 144042 FRAME. MA81, PVC. 600, HEAD 2 24040 Let/FILLER, PVC. Sod. HEAD 3 144042 FRAME MAIN, PVC, 3130. SILL ' MM 7 8 84040 H4042 H6042 8.6038' 8 10 31 13 14 10 17 18 PV 8130. SILL - ..,r !T T' , 8152.8331661118 FRAME. MAIN, PVC. 3103 LEFT' PORT SLGGI PVC. 230 P� •= PANEL 0108 - • PVO, T1_ R ..• . : I :.L R O• .5-TT1! PANES., PIER3.CCK, FCED y11.■< 8<+ PVC MEM./ -1151 . • F - 3R r .21 22 24 28 28 27 28 Inizaorm rim! 34040 P4788 P4742 P4138 P4342 P4438 R. 8030. =T•1«' TtT3T :o,;PVG 1HRESHOLDIFILLER. PVC. 12130, JAMB 1.0r.80 & HANDLE KM PVC, MD VC KEEPER 1' O.A, s 18 °TEMP- A&1 -/1 • 3M6'AN•- :190-30P- 31•AN. Os2,P 'i9 i v r8 SEAM SEALER, 0,45604 (FRAME) HOT MELT, IRU$EM.. "H' • 30 31 32 03 30 �'.&Xw?>•:•: III 8-1801 8.1691 84040 84211 rr ,i =. • . ET : c R • 3-31ESICLO/FILLER PVC SO ASTRAGAL 37 P4352 ACEMENT, 827103 BLOCK, 85 0011. ifs' X6I8 X2' LO. .100 ASTRAGAL 80D. PVC .804 .476 A78 3.218 PVC O TER.OIXSNAP -6005 .100 8-938 • '100 1.373 PVC 01.1301 MAW • 8342 .100 PVC PAN9.•83T800.o -8034 .100 P YCT psoL* T1M PVGPANEL NTERLACl4- 6093 1.816 1.933 j-- 1.846 ALUMA ERENT•1691 ALLAAR8 00MENT -1893 2.125- ROLLER TRACK 1868 tam 1.208 PVC IRACKFUER•S040 1.1 PVC 22.Rr 233 0E3,0 -1IXi7 2.311 J HRouseAnAP10R WW78 f� PVC WOW 4111PAORT -8040 2r FRAME coNsmL MIKII I FRAME CORNEAS WELDED TOOeTHER' ItAl3=31211=h1 VENTS RXI.Y 'WELDED .180 -- • 2138-,; PVC FMED PANEL LET 8031 pvc sca8214 7RA01 -41011 `"4r PAOPI XI O Af0 G01ls0LB4•4 Its RVN)NM110N40NTAMB84118BO13 488 SOLE 4 MOW MUM 80. 0$ w ffl24 P6NRR380OF CUSTOM WN0011 invest 8,0.19 pnoterrEn. 1� ..• ••1 900 8W 44TH AVE. FLORIDA 34474 • OHS & BMA -LARGE PASSIM ACT t-: - 8900 PVC 8GD • SYOTHEBS (33A NOTES MT. 2y LUr 34114. gunmetal CONOREMMASONEY BY WIMPS 114' MAX. SHIM iF(SEENOTES263en2) CAULK UNDER SCREW HOD SYNSTAL EA 114' MAX. S N — • (SEE NOME 233 BHT.2) PAR EMBEDMEN1) NSTALL.ATION ANCHOR. WI ANGHCRet 112' RAT mem R 27116' (6Qt ERN DST) 13TALLAIIONAl CHOR, i, pR AT wAstER ANCHOR & OA= DEMEEN BUCK ANA GPENW6 BY OTHERS PM. EDGE 11519 7118'. 1 BY =CO BUCK BY OTHERS MIRROR FINISH BYOTH 3 BYW RCS Ire wx.s1361 NOTES zits En 2 coal FREM4 reritramn DAtitx BY iNsiAtial AMOR RAN SYOTHERs an out. A N�1N1AY ANCHOR 6 1W2LAT WASHES; . DOORFRAME HEAD • GAUUCt2IiJER SCREW HEAD BY B4STALLER DOOR FRAME MU. PER33TERDALAx BYINST1UlERiDONOT COVER WEEP HOLES 331E3103 OMAXIBOER SCREW WAD BY P1STAILE3 13$31SESAl. • BEAD OF4AIt1 DEIWEPH lH A SSLLLAP RALIE $ite' Dll . 1,3k$CZi1Y AN SHOR& 112• FLAT WARIER BY Maw oTLIUJI rALS RP-AD D BY ItiSTAILER DOOR FRAME Kamm cAutx BY itisTALLER Enimoll RNPiFI SY0111ER 2 711r WM EDGE LIST.) CONCPSTEThaISONPY . BY OTHER 1BYOTWIEERRS NWT 1. INSTALLATIONS / ANCHORDETAILALSO APPLIES TO '0= 3 PANEL CONFIGURATIONS CAULKBEIVIEEN RICK BY OTHER 1M31. EDGE D3BT.) 2111,4 apt. 1 fVERTICA 1"TTO. CZ�, Eq • 3W 44TH AVE.. FLORMA 34414 1 Ur putE6.WEDIAENT) CONDRETENASCRRY BYQTHERB CAULK BH1WEEN RUCK AND OFFING BY OTHERS • .ExTEIMOR FB$SH. 2BY WOOD al = BY OTHERS BY°TI{ERS SEE NOTES 21i2 S {i. 2} HEAD WY ST DOOR PRIME JAkW EMUS NM MAC, ENDA OBE NOM EE3BH7 2( ;6W. ERREDMENT} EMTAURTION ANCHOR. O WOOD SCREW a FLAT WASHER DOORFRAME JAMB cONDRETEVASONRY EYOTHERB ORY NY N EMMA EYOTHERS EXTSDOR MEER WOMEN; PPEERMETER CALK • HEAD morn LATIONANC}{OR. ttO WOOD BCRBW 1. RAT WASHER PERIMETER CALM UNDER SCREW HEADEY NSTALLER PERT TEi CAULK BY NBTALLER QREM Mao BUM 8Y OTHERS 2 BY WOOD E1Jdr BY MERE 1 U DAtt EMBEDMENT) MEE NOTES 2&3 sig.21 man ticensciess MATT DO FRAME KSTAUATION AROMA. ETD WOOD SCREW b FIAT WASHER MAX LUBER SCREW HEAD BY NSTAU ER IMAM ELL READ OF CAULK BETWEEN E AND FRAME ttT LLFRAME ESTER= EMT • BY OTHERS 1. INSTALLATIONS / ANCHOR DETAIL ALSO APPLES TO "OXO. 3 PANEL CONFIGURATIONS FERB/TERCAULK BY NSTA{UMO LOT COYER WEEP HO►! 8 . LUZ .4.une 3E MST. Lgi F. {Nt0 NSTAUA'il(TF7 ANCHOR, 3116' DUI. MASOIRY ANDHDR 8 SAT FLATWASHER BY WHERE CCNGRETEAdABEA�RY .r . TN8 NFOPF4STION BOTTOMED WIDEfarraftY aoammJ3T6�PP TYT7gT r�Ta }; TTMODW :iYBT73fCi.T..MA'REPPOMJCbCRd 64 PART'WIABAWNOIE •M1RRm�_1[ 7 WIDEN PENIM881giC F ONTOMTT A%1W BYSToes.9i: {Fi PRNO�TEG„ 1147 p_ • c,