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WS-11-550Inspection Number: INSP - 157759 Permit Number: WS -3 -11 -550 Scheduled Inspection Date: May 09, 2011 Inspector: Bruhn, Norman Owner: ROBBIN, DAN AND JOSEPHINE Job Address: 810 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Building Department Comments REPLACE 4 IMPACT WINDOWS Passe Failed Correction Needed Re- Inspection Fee May 06, 2011 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments ec___ For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060340060 Phone: (954)792 -4415 Page 8of21 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. NS IV 0O PERMIT APPLICATION Master Permit No. FBC0v% Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) _ 0I36/A," Phone # JOS 76 - 3-21? Owner' v r''s Address g/O E. /0 0 / sr. Cit /s) l 6,4-2 State — zip 5 3/36 Tenant/Lessee Name Phone # Job Address (where the work is being done) gl 0 /0E- 109 sr City Miami Shores Village County 1VIiami - Dade Zip 3 3/3 Is Building Historically Designated YES NO Contractor's Company Name FLORIDA HOME IMPROVEMENT Contractor's Address 4070 SW 30TH AVE City HOLLYWOOD State FLORIDA Zip 33312 Qualifier WAYNE THOMAS BURNETT Architect/Engineer's Name (if applicable) +, 4 SS)/b&i® $ Value of Work For this Permit 10 , ?O ( Type of Work: ['Addition ['Alteration ❑ Deseribe Work: 6 4 1i Z Per Total Fee Now Due $ (Continued on opposite side) Miami Shores Village vf/LeCTUW53 �'. MAR 2 9 2011 Building Department Phone # 954 - 792 -4415 BY: Phone # qJ -/ -3 1-06630 ❑ Repair/Replace ❑ Demolition 40 OS Square Footage Of Work: Submittal Fee $ Permit Fee $ `Z CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Structural Plan Review. $ .---∎ 5r 61 6 l ,• ",• STEVE P. SLOZIK <50 / , /x 1. , , P ;, «. ,,.. .,, :.. • -4,.-- ,,•1 EXPIRES: December 17, 2013 ommission Expires:" cl:; Bonded Thru Notary Public Undenwrbers r*** * * * *,w * *** * * * * * * * * * * *** ** * * * *,r ay * * * * * **** * *,* * ar 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDTITONERS, 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will be approved and a reinspectionJee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me this 029' day of Mafia"— , 20 /B , by DA) / - •og //►J , who is persona knowq to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My C APPLICATION APPROVED BY: Chc 10/14/03 Contractor The foregoing instrument was acknow edged before me this 0 day of /))f72 il- , 20// , by tOPlyA)E- % who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print:$ 5 My Commission E * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning P. SMIZIK MY COMMISSION It DD 947362 ig EXPIRES: December 17, 2013 • Bonded Thru N. Public Undenwrfters (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLORIDA BUILDING CODE & ASCE 7 -05 LOADS FOR COMPONENTS AND CLADDING Mean Roof Height 10 0 -15ft 16 ft 18 ft 20 ft 22 ft 24 ft 26 ft 28 ft 30 ft 32 ft 34 ft 36 ft 38 ft 40 ft 42 ft 44 ft 46 ft 48 ft 50 ft 52 ft 54 ft 58 ft 60 ft -50. +46.5 -51.1 +47.1 -52.4 +48.3 -53.5 +49.4 INTERIOR Z -51.1 +47.0 -52.2 +48.1 -54.6 -53.3 +50.4 +49.0 - 55.6 -54.3 +51.3 +49.9 -56.6 -55.2 +52.2 +50.8 57.5 -58.1 +53.0 +51.6 -58.3 -56.9 +53.8 +52.3 -59.1 -57.7 +54.5 +53.1 - 59.9 -58.4 +55.2 +53.7 -60.6 -59.1 +55.9 +54.4 -61.3 -59.8 +56.5 +55.0 -62.0 -60.5 +57.1 +55.6 -62.6 -61.1 +57.7 +56.2 -63.2 51.7 +58.3 +58.7 -63.8 -62.3 +58.8 +57.3 -84.4 52.8 +59.4 +57.8 -64.9 -63.4 +59.9 +58.3 -65.5 -63.9 +80.4 +58.8 -68.0 -64.4 +60.8 +59.2 -88.5 -64.9 +61.3 +59.7 -87.5 -65.8 +62.2 +60.6 -51.3 +47.1 0 2 -52.4 +48.1 .4 +48.8 -53.3 +49.0 -54.2 +49.8 55.1 +50.6 -55.9 +51.3 -56.7 +52.0 -57.4 +52.7 -58.1 +53.3 -58.7 +54.0 -59.4 +54.5 -60.0 +55.1 -60.6 +55.7 -61.2 +56.2 -61.7 +58.7 -622 +57.2 -62.8 +57.6 -63.3 +58.1 53.7 +58.5 -64.7 +59.4 .7 -52.6 +48.2 -53.5 +49.1 -54.3 +49.8 -55.1 +50.6 -55.9 +51.3 58.6 +51.9 -57.3 +52.5 -57.9 +53.1 -58.6 +53.7 -59.2 +54.3 -59.7 +54.8 -60.3 +55.3 -60.8 +55.8 -61.4 +56.3 -61.9 +58.8 -62.4 +57.2 -82.9 +57.7 -63.8 +58.5 -52.0 +47.6 -52.9 +48.4 -53.7 +49.2 -54.5 +49.9 -55.2 +50.6 55.9 +51.3 56.6 +51.9 -57.3 +52.5 -57.9 +53.0 -58.5 +53.6 -59.1 +54.1 -59.6 +54.6 50.1 +55.1 -60.7 +55.8 -61.2 +56.1 -61.7 +56.5 -82.1 +58.9 -63.0 +57.8 SSURES -49.5 +45.3 -50.5 +46.3 -51.5 +47.1 -52.3 +47.9 -53.2 +48.7 -53.9 +49.4 -54.7 +50.1 -55.4 +50.7 -56.1 +51.3 -58.7 +51.9 -57.3 +52.5 -57.9 +53.0. -58.5 +53.5 -59.0 +54.0 -59.6 +54.5 -60.1 +55.0 -60.6 +55.4 -81.0 +55.9 51.5 +56.3 52.4 +57.1 - Zone 4 40 45 -49.1 +44.9 .2 -45.9 +41.9 -46.5 +42.5 - 47.7 +43.6 - 48.7 +44.5 - 50.1 -49.7 +45.8 +45.4 -51.0 -50.6 +48.7 +48.3 -51.9 -51.5 +47.5 +47.1 -52.7 -52.3 +48.2 +47.8 -53.5 -53.1 +48.9 +48.5 -54.9 -54.5 +50.2 +49.8 -55.6 -55.1 +50.8 +50.4 -56.2 -55.8 +51.4 +51.0 58.8 56.4 +52.0 +51.5. -57.4 -57.0 +52.5 +52.1 -58.0 -57.5 +53.0 +52.6 -58.5, ,58:1 +53.5 +53.1 - 59.0 -58.6 +54.0 +53.6 -59.5. 59.1': +54.5 +54.0 -60.0 -59.6 +54.9 +54.5 -80.5 -60.1 +55.4 +54.9 - 81.0 -60.5 +55.8 +55.3 -61.9 -61.4 +58.6 +58.1 50 -45.5 +41.6 -482 +422 -47.3 +432 -48.4 +442 -49.4 +45.1 -50.3 +45.9 -51.1 +48.7 51.9 +47.4 -52.7 +48.1 -53.4 +48.8 -54.1 +49.4 -54.8 +50.0 -55.4 +50.6 -56.0 +51.1 56.6 +51.7 -57.1 +52.2 •57.7 +52.7 -58.2 +53.1 -58.7 +53.6 -592 +54.0 -59.6 +54.5 -60.1 +54.9 -61.0 +55.7 0 -15 Mean Roof Heigh 166 18 ft 20 ft 22 ft 24 ft 26 ft 28 ft 30 ft 32 ft 34 ft 38 ft 38 ft 40 ft 42 ft 44 ft 46 ft 486 60 ft 52 ft 54 ft 56 ft 60 ft Tributary Area (Sq Ft) 10 15 20 25 30 35 40 45 50 -622 -59.8 +46.5 +452 .1 +47.1 -64.6 +48.3 -6&1 +49.4 -67.4 +50.4 -68.7 +51.3 -69.8 +522 -70.9 +53.0 -72.0 +53.8 -73.0 +54.5 -73.9 +552 -74.8 +55.9 -75.7 +56.5 -76.5 +57.1 -77.3 +57.7 -78.0 +58.3 -78.8 +58.8 -79.5 +59.4 -80.2 +59.9 -80.8 +60.4 -81.5 +60.8 -82.1 +61.3 -83.3 +622 -80.6 +45.9 -62.1 +47.0 -63.5 +48.1 -64.8 +49.0 -66.0 +49.9 -67.1 +50.8 -682 +51.6 -692 +52.3 -70.1 +53.1 -71.0 +53.7 -71.9 +54.4 -72.7 +55.0 -73.5 +55.6 -74.2 +562 -75.0 +56.7 -75.7 +57.3 -76.3 +57.8 -77.0 +58.3 -77.6 +58.8 -78.3 +592 -78.9 +59.7 -80.0 +60.6 -58.0 +44.4 -58.8 +45.0 -60.3 +46.1 -61.6 +47.1 -62.9 +48.1 -64.1 +49.0 -65.1 +49.8 -6662 +50.6 -67.1 +51.3 -68.1 +52.0 -88.9 +52.7 -69.8 +53.3 -70.6 +54.0 -71.3 +54.5 -72.1 +55.1 -72.8 +55.7 -73.5 +56.2 -74.1 +56.7 -74.8 +572 -75.4 +57.8 -76.0 +58.1 -76.6 +58.5 -77.7 +59.4 -58.7 +43.7 -57.5 +44.3 -58.9 +45,4 -602 +46.4 -61.4 +47.4 -62.6 +48.2 -63.6 +49♦1 -64:6 +49.8 +50.8 -66.5 +51.3 -87.3 +51.9 -68.1 +52.5 -68.9 +53.1 -69.7 +53.7 -70.4 +54.3 -71.1 +54.8 -71.8 +55.3 -72.4 +55.8 -73.0 +56.3 -73.8 +58.8 -742 +57.2 -74.8 +57.7 -75.9 +58.5 -55.6 +43.1 -56.3 +43.7 -57.8 +44.8 -59.0 +45.8 -602 +46.8 -61.4 +47.8 -62.4 +48.4 -63.4. +492 -84.3 +49.9 -65.2 +50.6 -66.0 +51.3 -66.8 +51.9 -67.6 +52.5 -68.3 +53.0 -69.0 +53.6 -89.7 +54.1 -70.4 -71.0 +55.1 -71.6 +55.6 -722 +56.1 -72.8 -73.3 +57.8 -54.6 +42.7 -55.4 -56.8 -58.1 +45.3 -59.2 +46.3 -60.3 +47.1 +47.9 +48.7 -632 +49.4 -64.1 +50.1 -64.9 +51.3 +51.9 -672 +52.5 -67.9 +53.0 -68.5 +53.5 +54.0 -69.8 -70.4 -71.0 +55.4 -71.6 +55.9 -72.1 +56.3 -73.2 +57.1 -53.8 +42.3 -54.6 +42.9 -55.9 +43.9 -572 +44,9 -58.4 +45.8 -59.4 -60.4 -62.3 +48.9 -63.1 +49.6 -64.0 +502 -64.7 -65.5 +51.4 -66.2 +52.0 -66.9 +52.5 -67.5 +53.0 -68.8 +54.0 -69.9 +54.9 -70.5 -71.0 +55.8 -72.1 +56.6 -53.1 +41.9 -53.9 +42.5 -55.2 +43.6 -56.4 +44.5 -57.6 +45.4 -58.7 +46.3 -59.8 +47.1 -60.8 +47.8 -61.5 +48.5 -62.3 +492 -63.1 +49.8 -63.9 +50.4 -64.6 +51.0 -65.3 +51.5 -66.0 +52.1 +52.6 +53.1 +53.6 -68.5 +54.0 -69.0 +54.5 -69.6 +54.9 -70.1 +55.3 -71.1 -52.5 +41.6 -532 +422 +432 -55.8 +442 -56.9 +45.1 -58.0 +45.9 -58.9 +46.7 +47.4 -80.7 +48.1 -61.6 +48.8 -62.4 +49.4 -63.1 +50.0 -63.8 +50.6 -64.5 +51.1 -652 +51.7 -65.8 +522 -66.5 +52.7 -67.1 +53.1 -67.6 +53.6 -682 +54.0 -68.7 -69.3 +54.9 -70.3 +55.7 WIND VELOCITY=146 MPH EXPOSURE 'C' INSTRUCT/ONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE PRESSURES. 'WORST CASE IS DEFINED AS THE CRITICAL CONDMON OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRTRCAL 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 MUNICIPALTIY 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-TFIIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY- TFIIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AFtEA 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 TFUBUTARY 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 TFIE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSMVE 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 USTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPUCABILITY 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 OTHEFtS 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 1=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 VAUD FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCp1=+/-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. WALL ZONE FIGURES BASED ON Kd=0.85 SEE TABLE NOTES FOR ALT Kd PEAK ROOF HEIGHT MEAN ROOF HEIGHT FtIC tri 8 REMARKS INIT ISSUE REVISE FOR 07 FBC DRVVN CL TSB CHKD FLB FLB DATE 04/19/06 THIS DOCUMENT IS TFIE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED DI WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, PE. MARKINGS TO THIS DOCUMENT ARE NOT PERMUTED AND INVALIDATE OUR CERTIFICATION, 2007 FLORIDA BUILDING CODE DESIGN LOADS FOR COMPONENTS & CLADDING ENGINEERING 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 CERT OF AUTH 09885 MIAMI SHORES BUILDING DEPARTMENT . PRODUCT APPROVAL SCHEDULE / COMPARISON CHART Address: 810 NE 100 st, Miami Shores FL 33138 'Permit No. Opening ID Window, Door or Mullion Product Acceptance # Product Approval Design Pressure Opening Design Pressure Rough Opening Size Shutter Required Yes / No Mullion Required Yes / No Impact Yes / No 1 2LR WINDOW FL130395 + 70.0 -100.0 - 46.5 + 62.2 73 x 611/2 NO NO YES 2 3LR 4. 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Product Manufacturer PGT Industries 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 22318 druark @pgtindustries.com Robert park bclark @pgtindustries.com Robert Clark 1070 Technology Dr. Venice, FL 34275 (941) 480-1600 Ext 21106 bdark @pgti ndustries.com 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 12/31/2011 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received 039 .t !. 1 FBC Staff E BCIS Re Map ; kinks Search Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Referenced Standard and Year (of Standard) Year AAMA/WDMA /CSA 101/I.S/A440 2005 ASTM E 1886 2005 ASTM E 1886 2002 ASTM E 1996 2002 ASTM E 1996 2005 TAS 201 1994 TAS 202 1994 TAS 203 1994 1 of 3 2/15/2011 2:33 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 Summary of Products blip : / /www.floridabuilding.org/pr /pr app dtl.aspx?paramwGEVX... Method 1 Option D 09/09/2009 09/10/2009 09/21/2009 10/13/2009 FL # 13039.1 Lhnits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -65 Other: Rigid PVC From L.B. Plastics AAMA Certified (LBP -1) installation Instructions FL13039 RO Il 08- 00838.odf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13039 RO AE 511381.pdf FL13039 RQ AE NOA 05- 1208.02 Dupont PVB.pdf Created by Independent Third Party: Yes 13039.2 2LT HR2710M PVC Horizontal Roller 21T HR2710M PVC Horizontal Roller 74 1/4" x 63 1/4" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -65 Other. Rigid PVC From LB. Plastics AAMA Certified (LBP -1) installation Instructions FL13039 RO II 08-00839.pdf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13039 RO AE 511382.pdt FL13039 RO AE NOA 05 -1 08.02 Dupont PVB.pdf Created by Independent Third Party: Yes 13039.3 Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +65/ -80 Other: Rigid PVC From LB. Plastics AAMA Certified (LBP -1) Installation Instructions FL13039 RO n 08- 00840.pdf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13039 RO AE 511383.pdf FL13039 RO AE NOA Q5- 1208.02 Dupont PVB,pdf FL13039 RO AE NOA 07- 1116.04 Dupont SGP.pdf Created by Independent Third Party: Yes 13039.4 Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Model, Number or Name Description 2LT HR2710 PVC Horizontal Roller 2LT HR2710 PVC Horizontal Roller 74 1/4" x 53 1/4" 2LT HR2710MI PVC Horizontal Roller 2LT.HR2710MI PVC Horizontal Roller 74 1/4" x 63 1/4" 2LT HR271OM1 PVC Horizontal Roller 2LT HR271OMI PVC Horizontal Roller 74 1/4" x 76" Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +65/ -80 Other: Rigid PVC From L.B. Plastics AAMA Certified (LBP -1) Installation Instructions FL13039 RO II 08-00841.pdf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13039 RO AE 511384.pdf FL13039 RO AE NOA 07- 1116.04 Dupont SGP.odf Created by Independent Third Party: Yes 2LT HR2B10MI Horizontal Roller 2LT HR2810MI Horizontal Rolier 74 1/4" x 63 1/4 Installation Instructions FL13039 RO 11 08- 00842.pdf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes 2 of 3 2/15/2011 2:33 PM Design Pressure: +70/ -100 Other: Refer To Installation Instructions For Smaller Sizes Design Pressure Ratings. Rigid PVC From LB. Plastics AAMA Certified (LBP -1) Evaluation Reports F113039 RO AE 511385.odf FL13039 RO AE NOA 07- 1116.04 Dupont SGP.odf Created by Independent Third Party: Yes 13039.6 3LT HR2710MI Horizontal Roller 3LT HR2710MI Horizontal Roller 130" x 63" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +65/-65 Other: Rigid PVC From L.B. Plastics AAMA Certified (LBP -1) Installation Instructions FL13039 RO U Q8- 00843,odf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13039 RO AE 511386.00 FL13039 RO 9E NOA 05- 1208.02 Dupont PVB.Ddf FU3039 RO AE NOA 07-1116.04 Dupont SGP.pdf Created by Independent Third Party: Yes 13039.7 3LT HR2810MI PVC Horizontal Roller 3LT HR2810MI PVC Horizontal Roller 130" x 63" Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +75/ -100 Other: Rigid PVC From LB. Plastics AAMA Certified (LBP -1) Installation Instructions FL13039 RO II 08- 00844.pdf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Repot FL13039 RO AE 511387.odf FL13039 RO AE NOA 07-1116.04 Dupont SGP.pdf Created by Independent Third Party: Yes Florida. Building Code Online DepaMment ofCatmmmu@y Alrees Florida Beading Code Mine Codes grid Standards 2555 Shuman' Oak Boulevard Tallahassee, Fiches 32399 -2100 (850) 487-1824, Fax (850) 4144436 ® 2000 -2010 The State of Florida. Al r6915S reserved. Prloat v statem5et 1 Coavrlaht Statemeset i 1 h Snfnaare I Customer service Survey I Contact U4 Product Approval Accepts: http: / /www.flaridabuilding.org/pr /pr app dtl.aspx?pararm= wGEVX... *Al 3 of 3 2/15/2011 2:33 PM L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Lewisville, NC 27012 Report No.: 511385 336 - 945 -9695 Manufacturer. PGT Industries 1070 Technology Drive Nokomis, FL 34275 Product Line: 2LT HR2810MI PVC Horizontal Roller Window 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 96- 72.070 method 1(d). The product listed herein complies with Requirements of the Florida Building Code including the HVHZ. Supporting Technical Documentation: 1. Approval document: drawing number 08-00842, titled 2LT HR2810MI PVC Horizontal Roller Window, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Test Report No. NCTL 210- 3638 -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, +70.0 /- 100.0psf design pressure, l2psf water infiltration TAS 203-94 Cyclic Pressure Loading, +80.01- 140.0psf design pressure 3. Test Report No. NCTL 210 - 3638 -1A, signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL AAMANVDMA/CSA 101/L.S.21 M40-05 Design pressure: +70.0 /- 100.0psf Water penetration resistance: 12psf ASTM E 1886 - 02/-05 and ASTM E1996- 021-05 ASTM E 18861E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 18861E 1996 Cyclic Load Test, +80.0 /- 140.0psf design pressure 4. Anchor calculations, report number 511385 -1, prepared, signed and seated by Luis Roberto Lomas P.E. 5. Comparative analysis, report number 511385 -2, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: +70.0/- 100.0psf (See charts in approval document for smaller units ratings) • Maximum overall size: 74 V44" x 63 '/" • Maximum D.L.O.: 31 3 /4" x 5414" • Units may be glazed with: o 7/8" IGU consisting of outboard laminated Ifte consisting of 1/8" HS — 0.090" Sentry GlasPtus — 1/8" HS — Air — inboard cite 1/8" Temp, or o 5/16" monolithic laminated glass consisting of: 1/8" HS — 0.090" Sentry GlasPlus — 1/8" HS, per ASTM El 300. • 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 extruded white rigid PVC .075" thick. • Sash material to be extruded white rigid PVC .070" thick. Installation: • Units must be installed in accordance with approval document, 08 -00842 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). 1 of 1 -NJ * • GEN q c .0'• • *404$1,11f : * =1,1 • TAT' t1F 3, ` 1, °R�0 4 /Jive N A i \% " Luis R. Lomas, P.E. FL No.: 62514 09/08/2009 CE$IIN PRESSURE RATING IbiPACTRA7INQ + 70.0 PSF - 100.0 PSF UMW AND SMALL MISSILE &+FACT f4igpt 63.25" MAX. UNIT HEIGHT 74.25" MAX. 'UNIT WIDTH 6" MAX. 10" MAX. O.C. Msximam design pressure capacity that ztrNs QDODS PVC NotlEw,tol Sliding Window Sin and Tate DO Danttilt) BDD I;� iFZJT1L al �'ri� ��ai7 1111 11 IMS1111ILL: 111ZEI IMIlliLia7galIOW LTL�liP: ILLEICIIIIIGUILLEUCLIIIIIIIIIMIRLI 1 30 0 ILIUM Eli 1400 Q:L1C mC J 1MIL JR+d7 JE.rF�ILiE7 4 2 . 0 i ] [Gd]L:7 iULU MEM C:EIELSMf:37i 7I 7CU 1 40 E sao LU atrial 4111E11111133WiffITIMILI a1I CI311 1=1C< 7La) so-0 EZEINZEILIIErcallialg. SHEET NO. 1 2 — 4 5 59.25" PANEL HEIGHT Number afaneparepor - .WWI? DUtne Ofd wood se, :._. clrie SID TCIC saw IzsrrI11111111E'UM IIiKAM 'Z11111 7g"m IBILUMMINEMI E1111 NEM EMMA 111131•111•111 NMI Ina INEMIIIM MUM KM KM MIMI 11E11 KW ILIA KM NMI If EMa MIN ILO KMIIIIrKM�ILti 1123 F�RJIr�II�sJwIIL1ITIDO OKEWNI LILA ELM KM ILIMILUE 11111WWII KM MI Kai NILAIIILII Enna Latili11101111111.111:111111110111 E•411111*. (101 TABLE OF CONTENTS • DESCRIPTION ELEVATION AND GENERAL NOTES INSTALLATION DETAILS COMPONENTS AND GLAZING DETAILS NOTES: 9) REVISIONS REV 1 DESCRIPTION APPROVED 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE INCLUDING THE I-IVHZ 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) CONTRACTOR 15 RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND ALL. WOOD FRAMING AROUND WINDOW. 4) UNITS MUST BE GLAZED PER ASTM E1300 SEE SHEET 5 FOR APPROVED GLASS. 5) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND —BORNE DEBRIS REGIONS. 6) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 ". 7 ) FOR INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRDETALS. ATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION 8) FOR INSTALLATION INTO CONCRETE /MASONRY U 3/18" ITW TAPCO ITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIM • SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. FOR ANCHORING INTO METAL FRAMING USE #10 TEK SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE FRAME THICKNESS. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 10) ALL FASTENERS TO BE CORROSION RESISTANT. INSTALLATION ANCHORS SHALL BE INSTALLED 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: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C -90, GRADE N, TYPE 1 (OR GREATER). D. METAL FRAMING — 18GA (.080) MINIMUM THICKNESS 12) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd =1.6 WAS USED FOR W000 ANCHOR CALCULATIONS. 13) FRAME AND SASH MATERIAL: RIGID PVC 11) PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 2LT HR2810MI PVC HORIZONTAL ROLLER WINDOW 74 1/4" x 63 1/4" ELEVATION AND NOTES DRAWN: R.L. 1 200 N0. 08 -00842 r-v WALE NTS j"ATE 09/02/09 Is" T1 OF 5 1.25" MIN. EMB. CONCRETE/ MASONRY BY OTHERS 1X BUCK PT EXTERIOR 2.50" MIN. r EDGE DISTANCE • HEAD & JAMB CONCRNRYFLANGE INSTALLATION HAD SHO WL JAMES SIMILAR 1X BUCK PT 1.25 MIN. EMB. f �d 2.50" MIN. EDGE DISTANCE ; INTERIOR .25" MAX. j SHIM SPACE SILL CONCRETMJASONRY FLANGE!NSTALIATION RIGID FILLER 3/16° TAPCON 3/16 TAPCON RIGID FILLER .25 MAX. f SHIM SPACE CONCRETE/ MASONRY BY OTHERS PERIMETER SEAL BY OTHERS EXTERIOR Nir HEAD & JAMB WOOD FRAMING OR2X BIIOK FLANGE INSTALLATION HEAD SHOWN JAMBS SMEAR EXTERIOR WOOD FRAMING OR 2X BUCK BY OTHERS PERIMETER SEAL BY OTHERS SILL WOOD FRAMING OR EX BUCK FLANGE INSTALLATION T INTERIOR Q74 INTERIOR 1 3/8° MIN. EMB. .25" MAX. , J SHIM SPACE RIGID FILLER #10 WOOD SCREW f10 WOOD SCREW RIGID FILLER .25" MAX. SHIM SPACE 1 3/8" MIN. EMB. REVISIONS REV DESCRIPTION RAZE MPROVEO METAL STUD 16GA MIN BY OTHERS EXTERIOR INTERIOR HEAD & JAMB METAL FRAMING FLANGE INSTALLATION HEAD SHOWN JAMBS SIMILAR METAL FRAMING 16GA MIN BY OTHERS #10 TEK SCREW RIGID FILLER EXTERIOR , ; - INTERIOR PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 2LT HR2810MI PVC HORIZONTAL ROLLER WINDOW 74 1/4" x 63 1/4" FLANGE INSTALLATION DETAILS DRAWN. R.L. I D7TO ND. 08-00842 IREI NTS !DATE 09/02/09 I mIEET2 OF 5 SILL METAL FRAMING FLANLEWSTALLATION .25 MAX. SHIM SPACE #10 TEK SCREW RIGID FILLER .25 MAX. SHIM SPACE CONCRETE/ MASONRY BY OTHERS 1X BUCK PT 2.50" MIN. r - EDGE DISTANCE EXTERIOR IX BUCK PT 1.25" MIN. EMS. I--- HEAD & JAMB CONCRETMIA$ONRY BOX FRAME INSTALLATION HEAD SHOWA. JAMBS SIMILAR 2.50° MIN. EDGE DISTANCE .25° MAX. j SHIM SPACE RIGID FILLER 3/16" TAPCON 3/16" TAPCON RIGID FILLER .25" MAX. SHIM SPACE SILL CONCRETE/MASON 4YBOX FRAME INSTALLAT CONCRETE/ MASONRY BY OTHERS WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR Jr HEAD & JAMB WOOD FRAMtNG OR EX BUCK BOX FRAME INSTALLATION HEAD SHOWN, JAMBS SIMILAR EXTERIOR WOOD FRAMING OR 2X BUCK BY OTHERS INTERIOR anf SILL WOOD FRAMING OR EX BUCK BOX FRAME INSTALLATION T INTERIOR 1 3/8" MN. EMS. 25" MAX. J SHIM SPACE RIGID FILLER #10 WOOD SCREW #10 W000 SCREW RIGID FILLER .25" MAX. SHIM SPACE 1 3/8" MIN. EMB. REVISIONS DESCRIPTION DATE I APPROVED METAL STUD 160A MIN BY OTHERS EXTERIOR EXTERIOR METAL FRAMING 16GA MIN BY OTHERS INTERIOR HEAD & JAMB METAL FRAMING BOX FRAME INSTALLATION HEAD SHOWN, JAMBS SIMILAR SILL METAL FRAMING BOX FRAME INSTALLATION PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 2LT HR2810MI PVC HORIZONTAL ROLLER WINDOW 74 1/4" x 63 1/4" BOX FRAME INSTALLATION DETAILS DRAWN: DW NO. R R.L 08 -00842 j E.V - SPAI NTS ( DATE 09/02/09 PREET3 OF 5 INTERIOR .25" MAX. SHIM SPACE RIGID FILLER }0 TEK CREW #10 TEK SCREW RIGID FILLER .25" MAX. SHIM SPACE 9 CONCRETE/ MASONRY BY OTHERS 1x BUCK PT EXTERIOR 1X BUCK PT _l. 1.25" MIN. EMB. 2.50" MIN. r EDGE DISTANCE 3/16" TAPCON INTERIOR HEAD & JAMB CONCRETE/MASONRYFIN INSTALLATION HEAD SHOWN, JAMES SIMIAR . I 2.50" MIN. EDGE DISTANCE SILL CONCRETE/MASONRY FIN INSTALLATION 1.25" MIN. EMB. .25" MAX. J SHIM SPACE RIGID FILLER c .25" MAX. { SPACE WOOD FRAMING OR 2X BUCK BY OTHERS SHEATING BY OTHERS EXTERIOR WOOD FRAMING OR 2X BUCK BY OTHERS SHEATING CONCRETE / BY OTHERS MASONRY BY OTHERS mi n , �"� EXTERIOR INTERIOR H''+ &JAMB WOOD FRAMING OR EX !LICK FAY INSTALLATION HEAD SHOWN JAMBS SIMILAR T #10 WOOD SCREW INTERIOR 1.38" MIN. DAB. .25 MAX. j SHIM SPACE RIGID FILLER #10 WOOD SCREW RIGID FILLER SILL WOOD FRAMING OR EX SUCK FIN INSTALLATION .25" MAX. } - SHIM SPACE 1.38" IN. EMB. REVISIONS REV DESCRIPTION I DATE I APPROVED EXTERIOR METAL STUD 16GA MIN BY OTHERS HEAD & JAMB METAL FRAMING FIN INSTALLATION HEAD SHOWN, JAMES SIMILAR METAL FRAMING 16GA MIN BY OTHERS ---- SILL INTERIOR PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 21T HR281OMI PVC HORIZONTAL ROLLER WINDOW 74 1/4" x 63 1/4" FIN INSTALLATION DETAILS DRAWN: R.L. I DWG ND. 08 -00842 SCALE NTS (DATE 09/02/09 1 15M17 4 OF 5 RIGID FILLER #10 TEK SCREW METAL FRAMING 1?N INSTALLATION .25" MAX. SHIM SPACE #10 TEK SCREW RIGID FILLER .25" MAX. SHIM SPACE 3.06" .33" SIKAFLEX . 552 2.196" - I - 1 1.13" HEAD & JAMB (8301) VINYL PVC .075' THICK 1.83 --- n GLASS TYPEA 1.476" INNER INTERLOCK RAIL (8308) VINYL PVC .07° THICK I I �r _ ! I v ll 5" 1 1 fl .5" t f SILL (8303) VINYL PVC .075" THICK .224" 2.2" .313" .125" HS .125 HS .090" SENTRY .090" SENTRY GLASPLUS GLASPLUS .125" HS .125" HS EXTERIOR 111 INTERIOR EXTERIOR SIKAFLEX 552 1.83 1.276" GLASS TYPE 8 4.455" 1.476" 1.295 345" HS INSERT (NC -RW-PR -118) 0063 -TS ALUMINUM .tom°THICK 1.476" .83" I } OUTER INTERLOCK RAIL (8307) HORIZONTAL SASH (830j) VINYL PVC .07" THICK VINYL PVC .07"THICK -[ 1.27" r- 1.92" L VERTICAL STIFFENER (NC-RW-PR-112) ALUMINUM 6063 -T 6.08" T HICK 1.476" VERTICAL SASH (8306) VINYL PVC .07° THICK H 2.55" 1.395" I 5/16' PLAIN BEAD (8321) VINYL PVC .06" THICK 1.052" .265" X1.78"1".- TT SASH INSERT (NC -RW-PR -117) 6053-T5 ALUMINUM .085" THICK - --1.69" --{ 1 I r.14" REVSICOTS REV DESCRIPTION I DATE I APPROVED -1 1.04 I .8" STIFFENER (STIOO7B) 160A GALVANIZED STEEL .985" 7/8" LIFT BEAD (8324) VINYL PVC .08 "THICK .265" .985" SILL TRACK 7/8" PLAIN BEAD (8325) ALUMINUM 6053-T5 VINYL. PVC .08" 7160K PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 2LT HR281OM1 PVC HORIZONTAL ROLLER WINDOW 74 1/4" x 63 1 /4" COMPONENTS AND GLAZING DETAILS R.L MO ND. 08 -00842 scALE NTS I DATE 09/02/09 I5 OF 5 FIN ADAPTER VINYL PVC .062° THICK 5/16" LIFT BEAD (8320) VINYL PVC.OS° 1 1.279° 1- 15" RI GID FILLER VINYL PVC .tS"THICK .797 LJ 15 RIGID FILLER VINYL PVC .ts"THICK Florida Building Code Online Product Approval USER: Pubic User Product Ag±rovsl Mara= > Pn,duct or_Aagicetbn Bearch > Aooitatbn List > AppEcatlon DetaM 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 Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) http: / /www.floridabuildil .orgJpr /pr app dtl.aspx?param wGEVX... Mot Topics f Submit Surcharge i State & Facts ; Pubbca PGT Industries 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 22318 druark pgtindustries.com Robert dark bdark@pgtindustries.com Robert Clark 1070 Technology Dr. Venice, FL 34275 (941) 480-1600 Ext21106 bdark@pgtindustries.com Luis Roberto Lomas FL13039 RO CQI 511381.pdf Standard AAMA/WDMA /CSA 101/I.5/A440 ASTM E 1886 ASTM E 1886 ASTM E 1996 ASTM E 1996 TAS 201 TAS 202 TAS 203 Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received PE -62514 Keystone Certifications, Inc. 12/31/2011 Steven M. Urich, PE Valklation Checklist - Hardcopy Received Year 2005 2005 2002 2002 2005 1994 1994 1994 1 of 3 2/15/2011 2:08 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 Summ of Products http://www.floridabuilding.org/pr/pr Method 1 Option D 09/09/2009 09/10/2009 09/21/2009 10/13/2009 rY FL # 13039.1 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: +60/ -65 Other: Rigid PVC From LB. Plastics AAMA Certified (LBP -1) Installation Instructions FL13039 RO II 08-00838.odf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13039 RO AE 511381.0df FL13039 RO AE NOA 05- 1208.02 Dupont PVB.ndf Created by Independent Third Party: Yes 13039.2 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -65 Other: Rigid PVC From L.B. Plastics AAMA Certified (LBP-1) Installation Instructions FL13039 RO II 08- 00839.odf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports pi Qg OA E FL130 9 RO AE NOA 05- 1208.02 Dupont PVB.pdf Created by Independent Third Party: Yes 13039.3 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +65/-80 Other: Rigid PVC From LB. Plastics AAMA Certified (LBP -1) Installation Instructions FL13039 RO II 08-00840.pdf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13039 RO AE 511383.odf FL13039 RO AE NOA 05- 1208.02 Dupont PVB.ndf F113039 RO AE NOA 07- 1116.04 Dupont SGP.odf Created by Independent Third Party: Yes 13039.4 13039.5 Model, Number or Name Description 2LT HR2710 PVC Horizontal Roller 2LT HR2710 PVC Horizontal Roller 74 1/4" x 53 1/4" 2LT HR2710M PVC Horizontal Roller 2LT HR2710M PVC Horizontal Roller 74 1/4" x 63 1/4" 2LT HR2710MI PVC Horizontal Roller 2LT HR271OMI PVC Horizontal Roller 74 1/4" x 63 1/4" 2LT HR271OMI PVC Horizontal Roller 2LT HR271OMI PVC Horizontal Roller 74 1/4" x 76" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +65/ -80 Other: Rigid PVC From LB. Plastics AAMA Certified (LBP -1) Installation Instructions FL13039 RO II 08- 00841.odf Verified By: LuIs Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13039 RO AE 511384.pdt FL13039 RO AE NOA 07-1116.04 Dupont SGP.odf Created by Independent Third Party: Yes 2LT HR2810MI Horizontal Roller 2LT HR2810MI Horizontal Roller 74 1/4" x 63 1/4" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Installation Instructions FL13039 RO 11 08- 00842.odf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes 2 of 3 2/15/2011 2:08 PM Design Pressure: +70/ -100 Other: Refer To Installation Instructions For Smaller Sizes Design Pressure Ratings. Rigid PVC From L.B. Plastics AAMA Certified (LBP -1) Evaluation Reports FL13039 RO AE 511385.odf FL13039 RO AE NOA 07-1116.04 Dupont SGP,odf Created by Independent Third Party: Yes 13039.6 1 3LT HR2710MI Horizontal Roller 3LT HR271OMI Horizontal Roller 130" x 63" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +65/ -65 Other. Rigid PVC From L.B. Plastics AAMA Certified (LBP -1) Installation Instructions FL13039 RO II 0$-00843.odf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13039 RO AE 511386.od( FL13039 RO AE NOA 05- 1208.02 Dupont PVB.pdf FL13039 RO AE NOA 07- 1116.04 Dupont SGP.pdf Created by Independent Third Party: Yes 13039.7 3LT HR2810ML PVC Horizontal Roller 3LT HR2810MI PVC Horizontal Roller 130" x 63° Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +75/ -100 Other. Rigid PVC From LB. Plastics AAMA Certified (LBP -1) Installation Instructions FL13039 RO II 08- 00844.pdf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13039 RO AE 511387.odf FL13039 RO AE NOA 07- 1116.04 Dupont SGP.pdf Created by Independent Third Party: Yes Florida Building Code Online http : / /www.floridabuilding.org/pr /pr app dtl.aspx?param wGEVX... Department ofCommtott<yAriaha Fkakla Dalkfing Coda Online Codas and Standards 2555 Shwn rd Oak Boulevard Tallahassee, Florida 32399.2100 (850)487-1824, Fax (850) 414 -8436 0) 2000 -2010 The State of Florida. An rights reserved PtWacv Statement 1 galatdahLifalattlea 1 Arras e8 , Statement 1 pluo - Software !Customer SpMrn Survey !Conant !14 Product Approval Accepts: etrttr itvke 1Cr+ed 3 of 3 2/1512011 2:08 PM L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Lewisville, NC 27012 Report No.: 511387 336 - 945.9695 Manufacturer: PGT Industries 1070 Technology Drive Nokomis, FL 34275 Product Line: 3LT HR2810MI PVC Horizontal Roller Window 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 including the HVHZ. Supporting Technical Documentation: 1. Approval document drawing number 08-00844, titled 3LT HR2810MI PVC Horizontal Roller Window, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Test Report No. NCTL 210 - 3641 -3, 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, +75.0 /- 100.0psf design pressure; 12psf water infiltration TAS 203 -94 Cyclic Pressure Loading, ±75.0/- 100.0psf design pressure 3. Test Report No. NCTL 210 - 3641 -3A, signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL AAMA/WDMA/CSA 10111.S.2/ A440-05 Design pressure: +75.0/- 100.0psf Water penetration resistance: 12psf ASTM E 1886 - 02/-05 and ASTM E1996-02/ -05 ASTM E 18861E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 18861E 1996 Cyclic Load Test, +75.01- 100.0psf design pressure 4. Anchor calculations, report number 511387 -1, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: • Maximum overall size: • Maximum Active sash size: • Maximum Active sash D.L.O.: • Maximum Fixed sash size: • Maximum Fixed sash D.LO.: • Units may be glazed with: +75.0 /- 100.0psf 130° x 63" 36 1/4" x 59 9/16" 32 3/8 "x54 1/4° 57 7/8" x 59 3/8" 51 1/4" x 541/4° o 7/8" IGU consisting of outboard laminated lite consisting of: 118" HS — 0.090" Sentry GlasPlus —1 /8" HS — Air — inboard Ilte 1/8" Temp o 5116" monolithic laminated glass consisting of: 1/8" HS — 0.090" Sentry GlasPius —1/8" HS • 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. • Frame material to be extruded white rigid PVC .075" thick. • Sash material to be extruded white rigid PVC .070" thick installation: • Units must be installed in accordance with approval document, 08 -00844 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). 1 of 1 �� .01 1111tt .% 5 R. L0 •\ • • ,r Z*' D 5 : 7."'-'73 TAT 67 ' 4',' / ONA%.� i k1\`'� Luis R. Lomas, P.E. FL No.: 62514 09/09/2009 6" MAX. 1 I 12 3/4" MAX. O.0 TYP T 6" MAX. TYP. 6" MAX. TYP, 0 36 1/4" ACTIVE SASH WIDTH 32 3/8" D.LO.• WIDTH 8" MAX. O.C. TYP. 130" MAX. O.A. WIDTH 57 7/8" FIXED SASH WIDTH 51 3/4" D.L.O. WIDTH HR2810M1 PVC HORIZONTAL ROLLER WIN EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING + 75.0 PSF LARGE AND SMALL - 100.0 PSF MASSILE IMPACT TABLE OF CONTENTS SHEET NO. 1 2 3 4 6 MAX. TYP. 1_ DESCRIPTION ELEVATION, ANCHORING AND NOTES BOX FRAME INSTALLATION DETAILS FLANGE FRAME INSTALLATION DETAILS COMPONENTS AND GLAZING DETAILS REVISIONS REV I DESCRIPTION I DATE I APPROVED PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 3LT HR2810MI PVC HORIZONTAL ROLLER WINDOW 130" x 83" ELEVATION, ANCHORING AND NOTES CRON: TJH I DNS NO. 08 -00844 1� SCE NTS I° 09/02/09 I OF 4 01111i / Nao 4 . A T k " OF ; i7- NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SFIOWN HEREIN. WIND LOAD DURATION FACTOR Cd =1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4) FRAME AND SASH MATERIAL PVC 5) UNITS MUST BE GLAZED WITH 7/8° IGU LAMINATED GLASS OR 11/32" SINGLE LAMINATED GLASS PER ASTM £1300. SEE SHEET 4 FOR APPROVED GLASS TYPES. 6) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REOUIREQ FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. /16" 7) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD SASH BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK HT 63" 8) FOR ANCHORING INTO MASON r E 3/16" ITW TAPCON H MAX. OA. SUFFICIENT LENGTH TO ACHIEVE MENT INTO HEIGHT SUBSTRATE WITH 2 5/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 9) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8° MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 10) FOR ANCHORING INTO 16GA. MINIMUM STEEL STUD USE #10 TEI< SCREW WITH SUFFICIENT LENGTH TO ACHIEVE 3— THREAD PITCHES MINIMUM BEHOND SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11) ALL FASTENERS TO BE CORROSION RESISTANT. 12) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN TI< MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF 0 =0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 P51. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C -90, GRADE N, YPE 1 (OR GREATER). D. METAL FRAMING — 16GA. (.060") MINIMUM THICKNESS. 2 5/8" MIN. EDGE DIST. 4 1 1/4" MIN. EMBEDMENT Am1Uaru -- APPROVED SEALANT BY OTHERS } 1/4" MAX. SHIM APPROVED SEALANT BY OTHERS 1/4" MAX. } SHIM 1 1/4" MIN. EMBEDMENT 1 3/8" MIN. EMBEDMENT 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED 1/4" MAX. 2 RIGID FILLER SHIM 3/16" ITW TAPCON i r EXTERIOR I INTERIOR HEAD INSTALLATION DETAIL 1X BUCK MASONRY/CONCRETE HEAD SHOWN JAMB IS SIMILAR 2 5/8" MIN. EDGE DIST. SILL INSTALLATION DETAIL IX BUCK MASONRY/CONCRETE f MASONRY /CONCRETE BY OTHERS APPROVED SEALANT BY OTHERS RIGID FILLER 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED EXTERIOR X N 1 Il INTERIOR HEAD INSTALLATION DETAIL 2XBUCKANOODFRAMING HEAD SHOWN JAMB IS SIMILAR EXTERIOR N $ $ INTERIOR 1111111 SHIM 2X BUCK /W000 FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED APPROVED SEALANT BY OTHERS SILL INSTALLATION DETAIL SX BUGKANOOD FRAMING T RIGID FILLER 2X BUCK /WOOD FRAMING BY OTHEn, 2X BUCK TO BE PROPERLY SECURED #10 WOOD SCREW #10 WOOD SCREW RIGID FILLER } 1 3/8" MIN. EMBEDMENT 3-- THREAD PITCHES BEHOND SUBSTRATE MIN. PENETRATION APPROVED SEALANT BY OTHERS 3- THREAD PITCHES BEHOND SUBSTRATE MIN. PENETRATION REVD DESCRIPNON DAVE I APPROVED APPROVED SEALANT BY OTHERS 16GA. MIN. STEEL STUD EXTERIOR $X INTERIOR HEAD INSTALLATION DETAIL !MBA. METAL FRAMING HEAD SHOWN JAMB IS SIMLAR RIGID FILLER 1/4" MAX. SHIM #10 TEK SCREW EXTERIOR rrll 4. I1 I INTERIOR SILL INSTALLATION DETAIL 160A. METAL FRAMING PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 3LT HR2810MI PVC HORIZONTAL ROLLER WINDOW 130" x 63" BOX FRAME INSTALLATION DETAILS cowl: TJH OWLS NO. 08 -00844 C RS, SMX NTS !DATE 09/02/09 I SHEET 2 OF 4 #10 TEK SCREW RIGID FILLER 1/4" MAX. SHIM 16GA MIN. STEEL STUD 1 1/4" MIN. EMBEDMENT APPROVED SEALANT BY OTHERS APPROVED SEALANT BY OTHERS 1/4 MAX. I SHIM 1 1/4" MIN. EMBEDMENT EXTERIOR EXTERIOR INTERIOR HEAD INSTALLATION DETAIL IX BUCKMASONRVAX)NCRETE HEAD SHOWN JAMB IS SIMILAR 2 5/8" MIN. EDGE DIST. SILL INSTALLATION DETAIL 1X BUCKMASONRY /CONCRETE f MASONRY /CONCRETE BY OTHERS IX BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED 1/4" MAX. RIGID FILLER SHIM INTERIOR 3/16" ITW TAPCON RIGID FILLER 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED 4 1/4" MAX. SHIM APPROVED SEALANT BY OTHERS 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED APPROVED SEALANT BY OTHERS EMBEDMENT P-Wil man ri .... —_ i r 3111 11110 � EXTERIOR N N II INTERIOR HEAD INSTALLATION DETAIL 7X BUCIVWOOD FRAMING HEAD SHOWN JAMB IS SIMILAR EXTERIOR I M I INTERIOR 111 .011 I H „11J SILL INSTALLATION DETAIL 2X BUCKNVOOD FRAMING 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED RIGID FILLER #10 WOOD SCREW #10 WOOD SCREW RIGID FILLER APPROVED SEALANT BY OTHERS 1 3/8" MIN. EMBEDMENT 3- THREAD PITCHES BEHOND SUBSTRATE MIN. PENETRATIO 3- THREAD PITCHES BEHOND SUBSTRATE MIN. PENETRATION RVVIONS REVI DESCrmmaN OM J APPROVED APPROVED SEALANT BY OTHERS EXTERIOR 1 d) J INTERIOR HEAD INSTALLATION DETAIL BOA. METAL FRAMING HEAD SHOWN JAMB IS SIMILAR EXTERIOR y INTERIOR SILL INSTALLATION DETAIL 108.4. METAL FRAMING PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 3LT HR2B10MI PVC HORIZONTAL ROLLER WINDOW 130" x 63" FLANGE FRAME INSTALLATION DETAILS DRAWN: TJH r . NO. 0B -00544 8CAE NTS PATE 09/02/09 iT3 OF 4 160A. MIN. SII_LL STUD RIGID FILLER 1/4" MAX. J SHIM #10 TEK SCREW RIGID FILLER 1/4" MAX. SHIM 16GA. MIN. STEEL STUD a 29/64" HEAD & JAMB (8301) VINYL PVC .075"7HICK INNER INTERLOCK RAIL (8308) OUTER INTERLOCK RAIL (8307) VINYL PVC .07" THICK VINYL PVC .07"THICK 1 11/16° 1 5P ' 9/64" 25/64" T sill TRACK ALUMINUM EMOTE 46" THICK 7/8" 1/8" HS .090 SGP BY DUPONT 1/8° HS EXTERIOR SIKAFLEX 552 GLASS TYPEA 1/8" TEMP SILL (8303) VINYL PVC .075" THICK 1/8" HS INTERIOR EXTERIOR 2 13/64 - 7 2 3/16" 1 15/32" HORIZONTAL SASH (8305) VOJ19. PVC Or THICK 1 19/64" — HS INSERT (NC -RW-PR -118) 6083-75 AL UMINUM .063" THICK 1 1/2" 5/16" 090" SGP BY DUPONT 1/8 HS MITER(OR GLASS TYPE B 51/64" 5/32" J RIGID FILLER VINYL PVC .15' THICK T 1 17/64° - r - 2 25/64" } 15/32 1 VERTICAL SASH (8306) VINYL PVC .07 THICK 25/32 I 2 35/64" r J i� d 1 59/64 VERTICAL STIFFENER (NC -RW-PR -113) ALUMINUM &063- T5.08" THICK REVCRO REV I IIESCRIPRDN I DATE I APPROVED 53/64 63/64" 5/16" PLAIN BEAD (8321) VINYL PVC.06"THICK ---}- 1 3/64" 51/64" STIFFENER (ST1007B) 16GA GALVANIZED STEEL 1 83/84° 5/16" LIFT BEAD (8320) VINYL PV C.06"TTTICK 1 3/64° iLLiJ 1 32" 7/8 LIFT BEAD (8324) SASH INSERT (NC -RW-PR -117) VINYL PVC.08'THICK $083.78ALL .085 THICK 5/32° R G ID FILLER VINYL PVC .15"THICK I .-. 17/64" 83/64" 1 39/64" 7/8° P LAIN BEAD (8325) VINYL PVC .05" IHJGK PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 3LT HR2810MI PVC HORIZONTAL ROLLER WINDOW 130" x 63" COMPONENTS AND GLAZING DETAILS auwm TJH I DWG NO 08 -00844 NTS DATE 09/02/09 ! SHEET 4 OF 4 I 1 9/32" %sit, LOP ¢r: a TAT OF •�•°F•ft0R10 A 1 N j V. s. Florida Building Code Online Bc15 Home I Log in ! User Rebvatbn Hot Topics I Submr Surcharge I Stn &Faits Publications 1 FBC Stuff KM Site Map 1 Lbds j Seiuch ; Product Approval USER: public User Product n al Merw > Ptg¢uet orPnoitation Search > ton LLst > Appasrti m new FL# Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone/EmaII Authorized Signature Technical Representative Address/Phone /Email . Quality Assurance Representative Address/Phone/Email . Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida license Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) http:// www .fioridabuilding.org/pr /pr_app dtl.aspx?param=wGEVX:.. PGT Indu§ tries 1070 Technology Drive Nokomis, FL 34275 • (941) 486 -0100 Ext 22318 druark@pgtindustries.com Robert Clark bclark @pgtlndustries.corn Robert clerk 1070 Technology Dr. Venice, FL 34275 (941) 480-1600 Ext21106 bciark @pgtindustriescom Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer • Evaluation Report - Hardcopy Received Luis Roberto Lomas PE -62514 Keystone Certifications, Inc. 12/31/2011 Steven M. Urlch, PE • Validation Cheddist - Hardcopy Received FL13045 RO COI 511390.pdf Startdatrd AAMA/WDMA/CSA 101/LS.2/A440 ASTM E 1886 ASTM E 1886 ASTM E 1996 ASTM E 1996 TAS 201 TAS 202 TAS 203 2005 2002 2005 2002 2005 1994 1994 1994 1 of 3 2/28/2011 2:48 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 bate Approved Summary of Products http://www.floridabuilding.org/pr/pr app dtl.aspx?paranz= wGEVX... Method 1 Option D 09/09/2009 09/10/2009 09/15/2009 10/13/2009 FL # 13045.1 13045.2 13045.3 Model, Number or Name Description PW2720 PVC Fixed Window PW2720 PVC Fixed Window 48 1/4" x 96" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +65/ -80 Otter: Rigid PVC From LB. Plastics AAMA Certified (LBP-1) Installation Instructions FL13045 RO II 08- 00847.pdf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13045 RO AE 511390.odf FL13045 RO AE NOA 05- 1208.02 Dupont PVB.pdf FL13045 RO AE NOA 07- 1116.04 Dupont SGP.pdf Created by Independent Third Party: Yes PW2720 PVC Fixed Window PW2720 PVC Fixed Window 53 1/4" x 84 1/4" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: +65/ -80 Other: Rigid PVC From LB. Plastics AAMA Certified (LBP -1) Installation Instructions FL13045 RO II 08- 00848.odf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13045 RO AE 5113914:df FL13045 . RO AE NOA 05- 12.08.02 Dupont PVB.sxff FL13045. RO AE NOA 07- 1116.04 Dupont SGP.pdf Created by Independent Third Party: Yes PW2820 PVC Fixed Window PW2820 PVC Fixed Window 48 1/4 x 96" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: +100/-120 Other: Rigid PVC From LB. Plastics AAMA Certified (LBP -1) Installation Instructions • FL13045 RO II_08- 00849.odf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13045 RO AE 511392.pdf FL13045 RO AE NOA 07- 1116.04 Dupont SGP.pdf Created by Independent Third Party: Yes 13045.4 I PW2820 PVC Fixed Window PW2820 PVC Fixed Window 53 1/4" x 84 1/4" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: +100/ -120 Other: Rigid PVC From LB. Plastics AAMA Certified (LBP-1) Installation Instructions FL13045 RO II 08-00850.pdf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13045 R0 AE 511393.odf FL13045 RO AE NOA 07- 1116.04 Dupont SGP.pdf Created by Independent Third Party: Yes Plot -2820 PVC. Fixed Window PW2820. PVC Fixed Window 53" x 78' Lim '•- of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: +120/ -120 Other: Rigid PVC From LB. Plastics AAMA Certified Installation Instructions FL13045 RO 11 08- 00851,odf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13045 RO AE 511394.odf 2 of 3 2/28/2011 2:48 PM Florida Building Code Online lmp: / /www.floridabuilding.org/pr /pr app dtl.aspx?paranrwGEVX... (LOP -1) FL13045 RO AE NOA 07-11 6.04 Dupont SOP.pdf Created by Independent Third Party: Yes Next Departmeet of commmr@y Affahs Fkrdda lialkling code One codes ands nderds • 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (830) 414 -8436 IN 2000 - 2010 The State of Florida. All rIghls reserved. R ac v Stat 1 CANNN9Leaftmeal I dSteedlEtataign= I Plag-In software 1 CatiPIECer_SletiOASPIMY 1 Conteetile Product Approval Accepts: 3 of 3 2/28/20112:48 PM L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd Lewisville, NC 27012 Report No.: 519 394 336-9459695 Manufacturer. POT Industries 1070 Technology Drive Nokomis, FL 34275 Product Line: PW2820 PVC Fixed Window - Impact 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. Supporting Technical Documentation: 1. Approval document drawing number 08- 00851, titled PW2820 PVC Fixed Window- Impact, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Test Report No. NCTL 210 - 3635 -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, t120.0psf design pressure, 25psf water infiltration TAS 203-94 Cyclic Pressure Loading, ±150.0psf design pressure 3. Test Report No. NCTL 210-3635 -IA, (box, flange and fin installation), signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL AAMA/WDMA/CSA 101II.S2/A440 -05 Design pressure: ±120.0psf Water penetration resistance: 25psf ASTM E 1886 -02/ -05 and ASTM E1996-02/ -05 ASTM E 18861E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 1886/E 1996 Cyclic Load Test, ±150.0psf design pressure 4. Anchor calculations, report number 511394 -1, prepared, signed and sealed by Luis Roberto Lomas P.E. 5. Comparative analysis report number 511394 -2, prepared, signed arid sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: ±120.0psf • Maximum overall size: 53" x 78" • Units to be glazed per ASTM E1300 with: o 1 1/16° IGU consisting of outboard laminated lite consisting ot: 3/16" HS — 0.090° Sentry GlasPlus by Dupont — 3/16° HS — Air — Inboard lite 3/16° Temp. • 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 extruded white rigid PVC .075" thick. Installation: Units must be installed in accordance with approval document 08-00851 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). 1 of 1 \` 11111 f \\ " 0 4 /4 % N. •.,C E N ' 01 ,. :; . 4 4564:4 f' % V r • tri ■7": tit Luis R. Lomas, P.E. . FL No.: 62514 09/09/2009 DESIGN PRESSURERAT1NG IMPACT RATING t12QPSF LARGE AND SMALL MISSILE IMPACT 4" MAX. --{ 4" MAX. 8" MAX. t O.C. TYP. emwil 4" MAX. 53 MAX. WIDTH a" MAX. 0.0. TYP. I I 1 1 1 +-- 49 5/8 MAX. D.L.O. PW28,20 PVC FIXED WINDOW EXTERIOR VIEW 74 /4° MAX. D.L.O. 4" MAX. 75" MAX. HEIGHT SHEET NO. 1 2 3 AteRitlTum design pressure capacity chart (psfJ TABLE OF CONTENTS DESCRIPTION ELEVATION, ANCHORING AND NOTES CROSS SECTION, GLAZING DETAILS AND COMPONENTS INSTALLATION DETAILS REVISIONS REV OESCRIPRON I DATE I APPROVED NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING ANO MASONRY OPENING 15 THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) UNITS MUST BE GLAZED PER ASTM E1300 WITH 1 1/16" IGU LAMINATED GLASS CONSISTING OF LAMINATED EXTERIOR LITE: 3/16" HS - .090" SGP BY DUPONT - 3/16" HS -- AIR - 3/16" TEMP INTERIOR LITE 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND -BORNE DEBRIS REGIONS. 5) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE. SHIM STACK TO BE 1/4 ". 6) FOR INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3 /6" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION 'DETAILS. 7) FOR INSTALLATION INTO CONCRETE /MASON SE 3/16" ELC�> ULTRACON TAPCON WITH SUFFICIENT LENGTH • 1/4 MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 8) FOR ANCHORING INTO METAL FRAMING USE #10 TEK SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE FRAME THICKNESS. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 9) ALL FASTENERS TO BE CORROSION RESISTANT. 10) INSTALLATION ANCHORS SHALL BE INSTALLED 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: A. WOOD -- MINIMUM SPECIFIC GRAVITY OF C=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM 0 -90, GRADE N, TYPE 1 (OR GREATER). D. METAL FRAMING - 1 6G (.060) MINIMUM THICKNESS 11) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd =1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 12) FRAME MATERIAL: EXTRUDED WHITE RIGID PVC .075" THICK. PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 PW2820 PVO FIXED WINDOW - IMPACT 53" x 78" ELEVATION, ANCHORING AND NOTES I DRAWN: DWG N0. TJH 08 -00835 scALE NTS I DATE 09/09/09 I $"EET 1 OF 3 otti two 71: ce P •' .�' "HI it0 P neI.'W dth'(In) MEMELEMa]Eii N: Wail 50:0I 0 O CM 150.0I LLIM LEEL]EF.:lMIt ] LEMILIII=11.20 150.0 MI 1500E 100.0 '. El= , , 150.0150.0EMEC E E7 130.0 EEi&]El::&J I]I,04 160 150.0 150:0 1500 1600 ital EL• DII g1EIIb1E J 60.0 150.0 E 2t.1 150.0II, �Ir 150.0 150 ..0 1500 150 .0 x'160.0 50.0' 150.0 Ejui:Exma E[] 160.0 150.0 180. 0EZ;>m]Eja] EI 21L ,E 150.0 150.0 EEO 150.0 ULU 150.0 ILF EID 160.0 FIEMMEEI flit ta).1Il iNI).wr" IJ 7 ., , ]' EMI EIE ILLEIEMEEEIE110 150.0 EMI -1.�,.❑ 150.0EMIE IlIZE Ik1dILMILLIlC1 LIME= ., , I�'�..�' QM 160.0 1 5'.0 oqqp El;'x :Gal liatJ I F.• oa I Oak 150 MIME MEME EDO EMI I)F' Ira MUM MIItMIIM mum LEM 120.0 gm LE 4" MAX. --{ 4" MAX. 8" MAX. t O.C. TYP. emwil 4" MAX. 53 MAX. WIDTH a" MAX. 0.0. TYP. I I 1 1 1 +-- 49 5/8 MAX. D.L.O. PW28,20 PVC FIXED WINDOW EXTERIOR VIEW 74 /4° MAX. D.L.O. 4" MAX. 75" MAX. HEIGHT SHEET NO. 1 2 3 AteRitlTum design pressure capacity chart (psfJ TABLE OF CONTENTS DESCRIPTION ELEVATION, ANCHORING AND NOTES CROSS SECTION, GLAZING DETAILS AND COMPONENTS INSTALLATION DETAILS REVISIONS REV OESCRIPRON I DATE I APPROVED NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING ANO MASONRY OPENING 15 THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) UNITS MUST BE GLAZED PER ASTM E1300 WITH 1 1/16" IGU LAMINATED GLASS CONSISTING OF LAMINATED EXTERIOR LITE: 3/16" HS - .090" SGP BY DUPONT - 3/16" HS -- AIR - 3/16" TEMP INTERIOR LITE 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND -BORNE DEBRIS REGIONS. 5) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE. SHIM STACK TO BE 1/4 ". 6) FOR INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3 /6" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION 'DETAILS. 7) FOR INSTALLATION INTO CONCRETE /MASON SE 3/16" ELC�> ULTRACON TAPCON WITH SUFFICIENT LENGTH • 1/4 MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 8) FOR ANCHORING INTO METAL FRAMING USE #10 TEK SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE FRAME THICKNESS. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 9) ALL FASTENERS TO BE CORROSION RESISTANT. 10) INSTALLATION ANCHORS SHALL BE INSTALLED 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: A. WOOD -- MINIMUM SPECIFIC GRAVITY OF C=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM 0 -90, GRADE N, TYPE 1 (OR GREATER). D. METAL FRAMING - 1 6G (.060) MINIMUM THICKNESS 11) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd =1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 12) FRAME MATERIAL: EXTRUDED WHITE RIGID PVC .075" THICK. PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 PW2820 PVO FIXED WINDOW - IMPACT 53" x 78" ELEVATION, ANCHORING AND NOTES I DRAWN: DWG N0. TJH 08 -00835 scALE NTS I DATE 09/09/09 I $"EET 1 OF 3 otti two 71: ce P •' .�' "HI it0 GLASS GLASS BEAD FRAME CROSS SECTION 3/16" HS .090" SENTRY GLASPLUS BY DUPONT 3/16° HS EXTERIOR 7/8" GLASS BITE SIKAFLEX 552 1 1/18° GLAZING DETAIL 3/16" TEMP INTERIOR RIGID FILLER FRAME COVER 5/8' 2 19/84" 1 3 1/4" FRAME (8304) • RIGID PVC .075' TRICK —1 1 49/64" } 1 9/32" 1 1 / 4 " 33/6 COVER (8345) MID PVC .08° THICK T } 27/ 1/2" RIGID FILLER RIGID PVC .16" THICK REVISIONS DESCRPTION DATE I APPROVED 17/64" 63/64" 7/8" PLAIN BEAD (8325) ROID PVC .08° TRICK PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 PW2820 PVC FIXED WINDOW — IMPACT 53" x 78" CROSS SECTION, GLAZING DETAILS AND COMPONENTS DRAWN: TJH raft NO 08 -00835 - SCALE NTS I DATE 09/09/09 IsKEEr2 OF 3 1 1/4" MIN. EMBEDMENT APPROVED SEALANT BY OTHERS 1X PT BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED 1 1/4" MIN. EMBEDMENT APPROVED SEALANT BY OTHERS 1X PT BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED 2 1/2 MIN. EDGE DISTANCE 4 4 A' 4 4 EXTERIOR , INTERIOR HEAD DETAIL CONCRETE/MASONRY FLANGE INSTALLATION HEAD SHOW JAMBS AND SILL SIMILAR 2 1/2 MIN. EDGE. DISTANCE • a O0 EXTERIOR 1 INTERIOR • • .4 d: HEAD DETAIL CONCRETEJMASONRYBOXFRAME WSTALLATION HEAD SHOWN, JAMBS AND SILL SIMILAR 1/4" MAX. ,I SHIM SPACE RIGID FILLER MASONRY /CONCRETE BY OTHERS 1/4 MAX. J. SHIM SPACE RIGID FILLER 3/18" ELCO ULTRACON TAPCON { 3/18 ELCO ULTRACON TAPCON MASONRY /CONCRETE BY OTHERS APPROVED SEALANT BY OTHERS APPROVED SEALANT BY OTHERS 2X BUCK/WOOD FRAMING BT OTHERS, 2X BUCK TO BE PROPERLY SECURED � 1/4' MAX. SHIM SPACE RIGID FILLER #10 WOOD SCREW EXTERIOR INTERIOR HEAD DETAIL WOOD FRAMING OR 2X BUCK RANGE INSTALLATION HEAD SHOWN, JAMBS AND SILL SIMILAR Mr Mi L� ■ 2X BUCK/WOOD FRAMING 7 BT OTHERS, 2X BUCK TO BE PROPERLY SECURED 1 3 /8 MIN. METAL STUD EMBEDMENT 160A MIN BY OTHERS L 1 3/8 MIN. EMBEDMENT 1/4 MAX. •• I SHIM SPACE RIGID FILLER #10 CREW OD EXTERIOR ' ' + ' INTERIOR HEAD DETAIL WOOD FRAMING'OR 2X SUCK SOX FRAME INSTALLATION HEAD SHOWN, JAMBS AND SILL SIMILAR APPROVED SEALANT BY OTHERS METAL STUD 16GA MIN BY OTHERS' APPROVED SEALANT BY OTHERS REVISIONS RV I DESCRIPTION I DATE I APPROVED HEAD DETAIL METAL FRAMING FLANGE INSTALLATION HEAD SHOWN, JAMBS AND SILL SIMILAR #10 TEK INTERIOR SCREW EXTERIOR T INTERIOR HEAD DETA L METAL FRAMING BOX FRAME INSTALLATION HEAD SHOWN, JAMBS AND SILL SIMILAR 1 /4" MAX. SHIM SPACE PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 PW2820 PVC FIXED WINDOW — IMPACT 53" x 78" INSTALLATION DETAILS DRAWN: TJH DW3 N0. 1 08 -00835 scALE NTS !WE 09/09/09 IsHEET3 OF 3 3— THREAD PITCH MIN. BEYOND SUBSTRATE _ 3- THREAD PITCH MIN. BEYOND SUB 1/4" MAX. SHIM SPACE RIGID FILLER #10 T£K SCREW �� I 1 04/ .‘• 4 • • EN 44. - .:i ° STATE OP I ill/ III ILO NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be ��•� 1 property, and in accordance with Chapter 713, Florida Statutes, the follbfi►ig jrjon is provided in this Notice of Commencement. off' 9. Expiration date of this Notice of Commencement 123.01 -52 PAGE3 11/07 1 1-3 0 20(0- 034 TAX FOLIO NO. 0060 Signatu f Owne ner(s 's Aut ed Officer /Director/Partner/Manager who signed above: By � By 11111111 1111111111111111111 111111111111111111 CFN 2011R.e 21, . 2 OR Ek 27639 E's 2515; tips) RLCURI LG 04./04/2011 11:01 :5' HARVEY RUVIWr CLERK OF COURT MIAMI-DAC'E COUP #T`t r FLORIDA LAST PAGE Z a o ce above reserved for use of recording office 1. Legal description of property and street/address: jd m Sf2/Lc5 . 0" /la I6 l 'etc!' n1E loo sr ih /P rni $7104e5 3/3g 2. Description of improvement: uJI#Jt OM )S • 3.Owner(s) name and address: /Et- RO BB /Al . 810 NE /OO Sr //9 /Ain/, P( .• 3/3 f Interest in property: OWA) E12. 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) Amount Name, address and phone number: A of f r. bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other doc • =nts 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 = • :Ave a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number (the expiration date is 1 year from the date of recording unless a different date Is specified) 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 I, 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. Signatu Officer/Director/Partner/Manager By By r!?!3 1191,1 Print Name /)H T// eZ /7.06.6/A-1 By Name Title/Office Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE /)/) The fore oing instrument was acknowledged before me this .29 ` day of /' / A1Z By / /J /1✓ - g-p/,/b/N ❑ Individually, or ❑ as for a known, or ❑ produced the following type of identifi 'on: Signature of Notary Public: Print Name: 5 - U Stn /E (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. Florida Hare- Improvement Assoc. 4070 SW 30th Ave: mod, n.83312 QQ-e// • " ° �i STEVE P. SMIZIK ? *; :,r_ MY COMMISSION I# DD 947362 .....+•� Bonded Thru Notmy 37, 2013 a wdteis