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WS-11-1846Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 166870 Scheduled Inspection Date: November 21, 2011 Inspector: Bruhn, Norman Owner: SMITH, JEAN Job Address: 9826 NW 1 Avenue Miami Shores, FL Permit Number: WS -10 -11 -1846 Project: <NONE> Contractor: MIAMI STOREFRONT & WINDOWS CORP Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1131010240060 Phone: (786)280 -4906 Building Department Comments REPLACEMENT OF EXTERIOR DOOR TO NEW OPAQUE STEEL DOORS Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 165283. November 18, 2011 For Inspections please call: (305)762 -4949 Page 42 of 47 VA.4 BUILDING PERMIT APPLICATION FBC 20 Miami Shores Village Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. 2011 0 6 Master Permit No. Permit Type: BUILDING ROOFING � -� OWNER: Name (Fee Simple Titleholder): N I V%4 r M d 0-(4 Phone#: 2 7-10e? Address: 9 itAdO 14-t% C-� City: i4tL% State: P--e— Zip: g 6—) Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: 9i3 City: Miami Shores County: Miami Dade Zip: F o l i o / P a r c e l # : //- 3 /D/- 0 2 y- QOO o Is the Building Historically Designated: Yes NO Flood Zone: 0 JO CONTRACTOR: Company Name: //MA,/ P 0/— eoi Phone#: Address: 7'3 Zg . t.C/ pia AU L Zip: 3. JSZ) City: /1/4,9 tiI A State: �� p: Qualifier Name: [�.4Ul Cs }2 A • 2pgO®% Phone#: ( 77Z-(033 State Certification or Registration #: C /. /6 0 Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ Square/Linear Footage of Work: eVe> 3 C. F Type of Work: °Addition °Alteration °New (Kepair/Replace °Demolition Description of Work: 2 P A ' 5j/'* d ��G ,eiNZ Pall ?2S 7Ci 0[1 1� C. fL ********* * * *** * * * * * * * * *** * *** *** **** * * *F ************ ** * * * * * * * * *** ***** * * * **** *** **** Submittal Fee 6 Permit Fee $ l Jo vD 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 ELECTRICAL 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 ap i roved and a reinspe'ction fee will be charged Signature / !i'� -✓ f > Owner o :Agent The foregoing instrument was acknow edged before me this day of tra , 2011 , by iV,174 who is personally known to me or who has produced ®riekt_ a*".;,) As identification and who did take an oath. NOTARY PUBLICS " P�,, :.,:� A MONTANEZ tC - State of Florida 1 My Commis oin'ETpires: Contractor The foregoing instrument was acknowledged before me this day of ®C/ , 20 , by//7I" '4 iez who is personally known to me or who has produced / %Pri - L, as identification and who did take an oath. NOTARY PUBLIC;_ — — , _ _ _ ,*,r lllll vv." Sign:�� r� ' ■,S' t: Prin Lr��rL My Commission ***************************************************************************** *** * * * *** * * * ***** **** * * * * * * * * ** APPROVED BY f.(.1". 7 -* Plans Examiner Zoning Structural Review Clerk (Revised 07 /10/07)(Revised 06/10/2009)(Revised 3/15/09) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. /COPY OF QUALIFIER'S STATE LIC CARD B. COPY OF LOCAL BUSINESS TAX RECEIPT C. OPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: f iA-1/ Dg P o4 -11 /O%tcec / BUSINESS ADDRESS: 2'' /LW 6 .Av� CITY riew STATE rt ZIP CODE 33/5-0 BUSINESS PHONE: ( ` ) Z20 -94ei.e6 FAX NUMBER (305) ggl 3 , beg' CELL PHONE (?05 )'7'tZ- G-) g3 QUALIFIER'S NAME: CrAU762 4 • Tr 4kZ12a QUALIFIER'S LIC NUMBER: Can/ E -MAIL ADDRESS (IF APPLICABLE): ti/ /l A1,' sp u.'eOgP a CS A1-4 L Created on 3119109 BY MLDV I RV 3126109 MLDV STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 PARODI JAVIER ANTONIO-- mum hTOREFRONT & WINDOWS, CORP 13940 SW 14 ST MIAMI FL 33184 Congn3tulationsl With this license you become one of the nearly one malion Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myltoridslicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! (850) 487-1395 -ACtS2 9 5: SY'SAND ION -4 DETACH HERE 1012 - 0185331 GENERAL cot*VituroR Antozrx____xo ylststoRtntoNT wzosios , CORP :1 yip_ • - . IS.ETXPXED Omar the proviaions of ch.489 FS 1, 2012 140102002913 BATCH NUMBER r I MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 2011 LOCAL BUSINESS TAX RECEIPT 2012 MiA2III -DADE COUNTY - STATE OF FLORIDA EXPIRES SEPT. 30, 2012 MUST BE DISPLAYED AT PLACE OF BUSINESSS PURSUANT TO COUNTY CODE CF:APTEFI OA - ART. 9 & 10 FIRST-CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 MPS 'I: }, . LIU — 7)C' !`!OT PAY RENEWAL BUSINESS NAME / LOCATION RECEIPT NO. 660339-4 MIAMI STOREFRONT & WINDOWS CORP 550 SE 6 ST 33010 HIALEAH OWNER MIAMI F STOREFRONT & 2 2 of THIS LS ONLY A LOCAL BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY _.. EXISTING REGULATORY OR ZONING LAWS - OF THE COUNTY OR MMES. NOR IT EXEMPT THE HOLDER FROL1) ANY O MER PERMIT OR - LICENSE REQUIRED BY LAW. MILS IS NOT A CERTIFICATION OF THE HOLDER'S QUALIFICA- TIONS. PAYLIENT RECEIVED M:nA43.DARE COUMY TAX COLLECTOR: 07/22/2011 09010094001 000060 .00 SEE OTHER SiDE WINDOWS CORP 633638 -2 DO NOT FORWARD MIAMI STOREFRONT & WINDOWS CORP TIMOTEO BETANCOURT PRES 550 SE 6 ST MIAMI FL 33010 1rtllttrifrlirrtt, riffitrubit {>ilr>,fat,<ttrhlihfl►tr7i 11-19 -2010 ALEX SINK STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation taw. EFFECTIVE DATE: PERSON FEIN: 11/19/2010 EXPIRATION DATE 11/18/2012 PARODi JAVIER A 263377997 BUSINESS NAME AND ADDRESS: MIAMI STOREFRONT & WINDOWS CORP 13940 SW 14TH STREET MIAMI FL 33184 SCOPES OF BUSINESS OR TRADE: 1- CERTIFIED GENERAL CONTRACTOR IMPORTANT: Pursuant to Chapter 440 . 06(14), F.S., ao officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compeasation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates 0f election to be exempt.. apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05113). F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (8501 413 -1609 DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 Policy Number: Date Entered: 10/05/2011 ACORO® CERTIFICATE OF LIABILITY INSURANCE f`....'"e' DATE(MMIDD/YYYY) 10/5/2011 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER La Antillana Insurance Agency 692 W. 29th Street Suite #7 Hialeah, F1 33012 CONTA PHONE FAX (A/C. No. F�ct): (305) 882 -0478 (A/C, No): (305) 882 -0479 E-MAIL Mmazzorana @aol.com ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: WILSHIRE INSURANCE CO LIABIUT' COMMERCIAL GENERAL LIABILITY INSURED MIAMI STOREFRONT & WINDOWS, CORP 183 SE 4th AVENUE HIALEAH, FL 33010 INSURER B : CL00034702 INSURER C : 77/10/2012 INSURERD: $1,000,000 INSURER E : $100,000 INSURER F : 000 $ 5,000 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL INSR BURR W VD POLICY NUMBER POLICY EFF (MM/DD/YYYY) POUCY EXP (MM/DD/YYYY) limns A GENERAL LIABIUT' COMMERCIAL GENERAL LIABILITY X CL00034702 07/10/2011 77/10/2012 EACH OCCURRENCE $1,000,000 PREMISES(Eaoccu enos) $100,000 MED EXP (Any one person) 000 $ 5,000 CLAIMS -MADE �1 OCCUR PERSONAL & ADV INJURY $1 , 000 , 000 GENERAL AGGREGATE $2,000,000 PRODUCTS - COMP/OP AGG $1,000,000 GEM. AGGREGATE POLICY LIMIT APPLIES PRO- PER: LOC $ AUTOMOBILE — LWBIUTY ANY AUTO ALL OWNED AUTOS ED HIR AUTOS SCHEDULED AUTOS NON-OWNED AUTOS COMBINED tSINGLE LIMIT $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Peracddent) $ $ UMBRELLA LIAR EXCESS UM _ OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ $ DED RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y / N N /A WC STATU- TORY LIMITS 0114 ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NE 2nd. AVENUE MIAMI SHORES, FL 33138 1 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE lPl)#t•"--7---°e--e---°'''*------ ACORD 25 (2010/05) The ACORD name and logo are regi Produced using Forms Boss Plus software. www.FormsBoss.com; Impressive Publishing 800-208 -1977 88 -2010 ACORD CORPORATION. All rights reserved. s of ACORD 1 L J r RAMMS ENGINEERING INC . Kd =.85 $ 2100 W 76 ST. ##311, HIALEAH, FLORIDA, 33016 FLORIDA BUILDING CODE 2007 Robert S. Monsour, P.E. Fl # 11955 / 0006024 ASCE 7 -05 WIND CODE DESIQN,WIND LOADS (LBS /SQFT) FOR 146 MPH ZONE , , , Interior & Exterior Zones (4 &5 - Walls) Positive Pressures Exposure C For the 146 mph Wind Zone Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 1.00 0.95 0,92 0.89 0.88 0.86 15 46.5 44.4 43.2 42.3 41.7 41.1 20 49.3 47.0 45.7 44.8 44.1,, 43.5 25 51.4 49.1 47.8 46.8 46.1 m ' 45.5 30 53.6 51.2 49.8 48.8 48.0 47.4 40 56.9 54.4 52.9 51.8 51.0 50.3 50 69.7 57.0 55.4 54.3 53.4 52.7 60 61.8 59.1 57.4 56.3 55.4 54.6 Interior Zone (4 - Exposure C Walls) Negative Pressures For the 146 mph Wind Zone Effective Wind Area (or, Tributary Area) In Square Feet Height (Maximum) 10 20 30 40 50 60 -1.10 -1.05 -1.02 -0,99 -0.98 -0.96 15 -50.5 - 48.4 -47.1 -46.3 -45.6 -45.0 20 -53.4 -51.2 - 49.9 - 49.0 - 48.3 -47.7 25 -55.8 -53.5 -52.1 -51.2 -50.4 -49.8 30 -58.2 -55.8 -54.4 -53.4 -52.6 . -51.9 40 -61.7 -59.2 -57.7 -56.6 -55.8 -55.1 50 -64.7 -62.0 -60.5 - 59.3 , -58.5 -57.8 60 -67.1 -64.3 -62.7 -61.5 -60.6 -59.9 Exterior Zones (5 - Walls) Negative Pressures Exposure C For the 146 mph Wind Zone Height (Ma)imum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 -1,40 -1.29 -1.23 -1.19 -1.15 .. -1,13 15 -62.3 -58.1 -55.6 -53.9 -52.6 -51.5 20 -66.0 •61.5 -58.9 -57.1 -55.7 -54.5 25 -68.9 -64.3 -61.5 -59.6 -58.1 -56.9 30 -71.8 -67.0 -64.2 -62.2 -60.6 -59.3 40 -76.2 -71.1 -68.1 -66.0 - 64.3 -63.0 50 -79.9 -74.5 -71.4 -69.1 -67.4 -66.0. 60 -82.8 -77.2 -74.0 -71.7 -69.9 6 •� P�i Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is small r, but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height in f ). _ AN 8% REDUCTION OF LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROO .S. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOAH Jeld -Wen, Inc. (OR) 3737 Lakeport Boulevard Klamath Falls, OR 97601 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1 563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 6'8" W/E Outswing Opaque Steel Doors - L.M.I. - w /wo Sidelites — N.I. APPROVAL DOCUMENT: Drawing No. S -2104, titled "Series Wood Edge Opaque Outswing Steel Impact Door Up to 9'-0 "x 6' -8" with and without Non - Impact Sidelites ", sheets 1 through 8 of 8, dated 09/11/2001 with revision E dated 09 /15/2008, prepared by PTC, LLC, dated 11/09/2008, signed and sealed by Eric S. Nielsen, P.E., bearing the Miami -Dade County Product Control Revised stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile And Small Missile Impact Resistant (Doors) w/ wo Non - Impact Resistant (Sidelites) LIMITATION: Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are required for the Sidelites. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided-to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and supersedes NOA No. 01: 0731.04 and consists of this page 1 and evidence pages E- land E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. rl Log NOA No 08- 1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 Page 1 Jeld -Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No S -2104, titled "Series Wood Edge Opaque Outswing Steel Impact Door Up to 9' -0 "x 6' -8" with and without Non - Impact Sidelites ", sheets 1 through 8 of 8, dated 09/11/2001 with revision E dated 09/15/2008, prepared by PTC, LLC, dated 11/09/20087, signed and sealed by Eric S. Nielsen, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per PA 202 -94 5) Cyclic Wind Pressure, Loading per PA 203 -94 6) Large Missile Impact Test, per PA 201 -94 Along with marked -up drawings and installation diagram of Outswing and Inswing wood edge opaque steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA -696W, date 11/01 /2001, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA # 02- 1211.18) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by PTC, LLC, dated 07/11 /2007, signed and sealed by Eric S. Nielsen, P.E. Complies with ASTM E 1300 -02 (Submitted under NOA-4 07- 0731,04) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1, None F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance, dated 07/19/2007 by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E. 2. (Submitted under NOA # 07- 0731.04) 3. Laboratory addendum letter for Test Report no. CTLA -696W, issued by Certified Testing Laboratories, dated 04/11/2002, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA# 02- 1211.18) 4. Laboratory compliance letter for Test Report no. CTLA -696W, issued by Certified. Testing Laboratories, dated 11/11/2001, signed and ;;;�; •y R esh Patel, P.E, (Submitted under NOA# 02- 1211.18) / Jaime D., ascon, P.E, Chief, Product Control Division NOA No. 08-101 5.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 E -1 Jeld -Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS 1. Notice of Acceptance No. 07 X731.04, issued to Jeld -Wen, Inc. (OR) for their Series "6'8" W/E Outswing Opaque Steel Doors - L.M.I. - w /wo Sidelites — NJ. ", approved on 12/20/2007 and expiring on 08/15/2012. H. LIMITATIONS 1. Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are required for the Sidelites. 2. Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are NOT required for the Doors. Jaime D. Ga on, P.E. Chief, Product Control Division NOA No. 08-1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 E -2 JELIIWEN® Steel 8°-0' WOOD EDGE OPAQUE STEEL OU75W/NG ®IPACT DOOR UARBW INS VOINOUTSIDEIAES l GENERAL NOTES 1. THIS PRODUCT 15 DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE AND HIGH VELOCITY HURRICANE ZONE ' *HZ' REQUiREMENi5. 2. WOOD BUCKS BY OTHERS, MUST 8E ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE 3. PRODUCT ANCHORS SHAY1. BE AS LISTED AND SPACED PER ANCHOR LOCATION DRAWINGS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.. 4. SEE TA r E 1 ON THIS SHEET FOR DESIGN PRESSURE RATING. 5. TFIS PRODUCT MEN THE WATER REQUIREMENTS FOR FI144Z° ZONES. SEE THE DESIGN PRESSURE CHART BELOW. 6. DOORS ARE IMPACTED AND DO NOT REQUIRE MIAMI -DADE APPROVED IMPACT RESISTANT SHUTTERS. 7. MIAMI -DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES. 8. MDEUTES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CON IGURATION. RESIDENTIAL INSULATED STEEL DOOR (Goon to al frame COMPONENT CONSTRUCTIONS: Face sheets; 24 ga. (0.020') minimum thickness, Galvanized Seel A-525 commercial quality - AKDQ per ASTM 620 with overage minimum yield strength Fy(ave.)=24,600 fir' Expanded polystyrene with 1.0 to 1.25 Ibs. /cf density, by JELD -WEN, INC. Der Panel Construction, The active and inactive panels are constructed from 240A (0.020' min.) galvanized steel The face sheet tops and bottoms are bent 90' over the top and hottom roils. The top LVL red measures 1.67" wide x 1.042' high. The steeft roil is MI forced 0.021' galvanized steel meowurnglke7' wide x 1.21' h1gh. The sides of the face sheet are roll formed onto the LVL latch stile and Ponderosa Pine hinge stle which measure 1.67° x 1.0'. The interior cavity Is filled wRh polystyrene. The face fiats are glued to the polystyrene. Fixed Lite Cont.; The sash Is constructed from 240A. (0.020' min.) galvanized and The edges the face sheet are bent 90' over the polystyrene core glued panels are routed to receive the ODL Alp Lite Frames or the optional Trinity Ltght Frames. (See sheet 7 for glazing details The lite frames are sealed w/ QSD gazing compound on the exterior. Erne Construction; The frames are constructed from Ponderosa Cane jambs measuring 1.25' wide x 4. 5625° deep. The door and stdelte head jambs are mortised and butt joined to the side jambs and attached with (3) 1804.. 2' x 7/16° crown wire staples. The unite use a standard bump face P.mko threshold measuring 4. 041° deep x 1.0° high. The threshold Is attached to the frame with (3) 1604. 2' x 7/16' crown wire staples TABLEOFGONTENTS SHT g. DESCRIPTION +66.5431 -70 psf 1 GERM. NOTES AND TYPICIV. ELEVATIONS 2 VERB 4L CROSS SECTIONS ANO BILL OF MAiERLALS 3 HORIZONTAL CROSS SECTIONS • 4 HORIZONTAL CROSS SECTIONS AND NOTES 5 ANCHORING LOCAi1OMS AND DETAILS 6 ANCHORING LOCATIONS AND DETAILS 7 GLAZING DETAILS NiT COMPONENTS l 74.5' 16111 04. FRAME WIDTH - .875' iYP. - 36.625° MAX 0A IV/ASTRAGAL L - .125' 36' MN. 04. PANEL WIDTH r ACTIVE 80° MAX. 0A PANEL HEIGHT 81.25° MAX. 0A. FRAME HEIGHT 0.625' .875° iYP. - 80' MAX OA PANEL HEW 81.25° MAX 0A FRAME HEIGHT 0.625' 37.75° MAX 0A FRAME WIDTH 36' MAX OA .. PANEL WfO111 I El V 0 v DOUBLE OUTSWING IMPACT UNIi f)00 VIEWED FROM EXTERIOR SINGLE OUISWING IMPACT Ur N ) TABLE 1: 1 -- 70.25' MAX 0A FRAME WIDTH .75° ... .75' MULL TYP. BAR TYP. 275' 3p6° MAX MAX OA TYP � l'41DiN 80° MAX. 0A. PANEL HEIGHT 81.25° MAX. OA FRAME HEIGHT 15.5° MAX 0A, SIDEL1i5 FRAME WIDTH 14° MAX. OA PANEL WIDTH 6° MAX. d -- 0A D.LO. WIDTH 63. 25' MAX OA D.L.O. HEIGHT SINGLE OUfSWING IMPACT �FDES tW FROM EXTERIOR -.- 107' MAX OA FRAME WIDTH .875° 75' MULL. 125 ° -- 36.625' MAX OA 36° MAX OA PANEL WIDTH _36' WIDTH W /ASTRAGAL 15.5' MAX, 0A SEINE FRAME WIDTH 14° MAX O.44 LPANEL WIDTH 80° MAX 0A PANEL HEIGHT 81.25' MAX 04. FRAME HEIGHT 0.75° DESIGN PRESSURE RATING -MOTE EH R0 Jl Rix,N RERUNRKENT 6 NiELED S8&1E ODOR Riff ix 0/4 1O, 00 1//10 NON -BIVACf MUTES +66.5431 -70 psf DOUBLE COOK MA 64 XxO, OTJO) WAD NON - '!'ACT S1? IJRS +57 psf -57 psi 6'MAX OA 0.10. WIDTH 0.625' pRODUCT?i8V1SED ccoplpiog whh Alm Florida 13.�ia Code Rc::+�Zrrso No , , .05 DlvIsioa +t kfas 63. 25' MAX 0A DLO HEIGHT ALE OUTSWING IMPACT UNIT (0XX0) 8/ NON - IMPACT $TDELiTES WEWED FROM EXTERIOR ih! 5 8 0 Edo S. Nielsen Florida P. E. No. 41323 PIC, Lie 1535 Codawd Street, Suits C25 Amide*, Florida 32955 FIVE Wade of fathordzolirm NO. 20.15 Prepared Ejr, Maw N PTA LLC Phone: 321- 690 -1788 Fax: 321 - 690 -1789 DATE: 9- 11 scam: N.T.S. Tam. BY: JWJ CHH. BY: S. SAFFELL DRAWIN0 Nma S -2104 SHEET 1 OF 8 11Fill EP FRAME LATCH ,JAMB• ____ 21 th DOOR STEEL FACE SHEET 240A. FINGER JOINTS) PONDERO PINE FINGER • l• PON•3- ' 3- JOINTED PONDEROSA PINE 6 STEEL 1..0.1E701111111 1111•111111111021111 MINN EEO= 111111111111111111111111111111111 .11r741111 000- oi• 11119111177.WilikTr• MULLION '1111r17.11111 1111110111111 "1"1111111111•111•11111111111111[71=11 1111•1111=11111R-13211111 1.50" MIN. 0.25* EMa MAX. SHIM CONCRETE/ MASONRY BY OTHERS EE DETAIL ON SHEET 5 81.25" MAX. O.A. FRAME HEIGHT SEE NOT ON SHT. 1.75" MIN PANEL THK 80.0° MAX. O.A. PANEL HEIGHT 1.34" MIN. EMS. 1.75" .506 MIL( MIN. MOE DIST. rA-\ VERTICAL CROSS SECTION Q/IIITH HIGH DAM THRESHOLD .625' CONCRETE/ MASONRY BY OTHERS 1.50" MIN. 0.25" a a MAX SHIM CONCRETE/ MASONRY BY OTHERS ON SHEET 5 EE DETAIL 7_,/" SEE NOTE 3 ON SHT. 4 ' SEE NOTE 6 ON SHT. 4 1.75" MIN. PANEL THK. SEE NOTE 2 ON SHT. 4 81.25" MAX. FRAME HEIGHT 0.125° MIN. MASS THK. SEE GLAZING DETAILS, SHEET 7 SEE KITE ON SHT. 4 ..113■±101: SEE NOTE 6 ON SHT. 41 SEE NOTE 8 ON SHT. 4 DETAIL 7 ON SHEET 5 1.25° MIN. EMB. .75 .50° MI EDGE DIST. MIN. (a) VERTICAL CROSS SECTION W AT SIDELITE SASH 80.0' MAX. 0.A. PANEL 'HEIGHT SEE NOTE 3 ON ,.4 CONCRETE/ MASONRY BY OTHERS IMIXIM111111111111111111111111111111=11•11111111111111M101111 ,[2:-1.40rgurri ammiu-ALAN tor io x 3 W000 SCR NIMANI IffilffsAlLiviNFINCER JO 41 PON 1- ArsaiimmorLiymd graFf16 Mg TAPCON ANCHOR Ciiniirir EMBED. 1111112111111 DA 1.' to 1.25 tb.ale2L-Ai BY JELD-WEN WOW vir040,28 b,.4111iLlikolEJEIT-731441111111111151111 IFAIET itITILT3IIBIE=11616ALL*MBINININ IIIET-13 .3 III raranrirramignroIlMILTAINMENOMMIlliiiiMI rallEffilig117.771VIATAIIIMINNINIIMIIIIIIIIIIIIIPPAIN Ell rt. PFH WOOD S • War 10 x 2 PFH " SCREW 11111ffiTAIMI 1E1171.11 1111;■_LAL4e11113F LAY/RENO 33 C IFIFYY4171:111RISD BY ODL :TIEL=1111MNIETLICelie 3 - . ROUND. IFIIMETTI-its,collI111111111111111111. SED 29 108 SET 1011111=11111111111111111111111•1111111 Willt-roLAAPA.EPANIK140111=B1111•111111111111111113F21110 .1-73-faraillEiWO 0 -i4.111111111111110-76111 IrrAFf 3 Lii -Li..11.79PRAMICYLICIMALTIM17.5111 .112ir.0771 Irel 3 -,M1r3111111111111111111111111M7171 ILTAIMAriairo-11111:113_41111 VI YALE T Hr4 iii=d1KUIEND11111M•11111111111ETAIII 38 Sfira— -7/1. HEAD, SILL - • al; • PINE FINGER .in go. 1U_lfrf117Ttt!sE!MIIIIIIMMIIIIIIIII• -..IEI t1ET2 INSU TED 471:57-i3, oafilinwzrzamm ginr-i_iii,i 6/11114..7- e.ato,diao.,iirr .t7,- 11.:A'aiTQ. 11 Ell BY MINDY 1=3 IMElr,,111L_Ill leal UM FRAME SCREW 4.9nr1V2 LONG PANHEAD i=7E7diallIFMAIII IFAI GLAZING • i.• • DOW 11 LI -0703111 tar 10 WOOD I ALLATION SCR Itl 1.50 MIN. SWEIEDMINT .11111175:1411 11E/1MPIRM1111111111111111111111111111111111111111111 IMEIZAKagtoMtsititzitaii402411111111■111111 1 INSULATED PERM) PRODUCT REVIS13D Illoild:ng Cab as cmarlyfts w ith tb7thE ori.05 Ao.witatmN wiiko o?alr-i. • F3:1 1„.„.L„ ' ne, Division PRODUCT REVISED as oomplyins with_the Florida Banding Code AeceptanceNo0 Date 0 SAO S. Mende P. E. N. 413113 Pfet U.0 UM Coped .WA Sub C25 be**, Florida 32155 WE WNW] of eleaeikeike NO. 25924 Prepared By: RFC PTC, LLD Phone: 321-890-1788 Fax: 321-690-1789 DROPS NO.t S-2104 ger _Ler 8 SEE NOTE 4 ON VT. 4 MASONRY BY OTHERS MASENRY Y OTHERS © LATCHOJAIIIH TO BUCK HIN E JM4 to ZcS CTION ASTRAGAL THROW BOLTS (2) TOTAL; (1 ALIT) 631' OIA x 9.0" LG. AT TOP'S BOTTOM 1.70 MIN PANEL THK 11111li ' 1.70 MIN PANEL THK ;AIL: :;» It 711 ITEM 24 t SHOWN TABS IAEW FORGIARDFY, PRODUCT REVISED ea complying with the Ronda anoCck+ ceNo !: - 0 1- p Coil BY Division IZQNTAL CROSS SECTION AT' IMI�ERIAL ASTT?AGAL ac PRon 3211 N0 -1188 Fax 321 -N0 -118 9 a 9- 1 -0 MHO.: S -2104 • / ' ;AIL: :;» It 711 ITEM 24 t SHOWN TABS IAEW FORGIARDFY, PRODUCT REVISED ea complying with the Ronda anoCck+ ceNo !: - 0 1- p Coil BY Division IZQNTAL CROSS SECTION AT' IMI�ERIAL ASTT?AGAL ac PRon 3211 N0 -1188 Fax 321 -N0 -118 9 a 9- 1 -0 MHO.: S -2104 C00000 (Et 0000000®0 PRODUCT REVISED as complying with the Flatida Building Accepting oo . 04 SEE NOTE 3 ON SHT. 4 1.75' 11. PANEL THIG SEE GLAZING DETAILS, SHEET 7 SEE NOTE 6 ON SHi. 4 S NOTE 2 ON ST: 4 SEE NOTE B f2+1 SHT. 4 1 > i61 i9T. 0.75' 1 SEE NOTE 5 ON SHT. 4 SEE DET14L 5 ON HET 5 SEE NOTE 5 ON SR SEE DETAIL 5 ON SHEET 5 (r) KRigoNTAL CROSS ON V AT SIDEUTE TO LATCH SECTI 1 1. SPACING FOR ITEM 126 THE 110 x11' PFN SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE NONE DOOR IS AS FOLLOWS: FRAM THE TQP DOWN &` THE BOTTOM'UP 1.0; 2.5; 40', 5.5; 13:0; 130' & Sr. 2. SPACING FOR ITEM 123 THE 8 x 1 1/2' PL4SCREW IS AS FOLLOWS: TOP & BQTIOM. HQR10NTALLY. SIDELITE PANG; .3.0' dI FROM EACH CORNER. OO 1FR 9J V� rRtiM1 FCR'THE T P .10: 13Q; 2ar, 39.0`, 520' It 63.0;" 3 SPACING FOR mat 1.31 THE .160A x 3/4' RID 7RIM NAIL ATTACHING THE QUARTER ROUND, TO THE SOW 'AN IIE7A /9 THE 160A. X. 1" BRAT TRIM NAB ATTACHING THE MULLION CAP TO THE MILLION BAR VIRIMVP IS A5. FOLLOWS: TOP & BOTTOM HORZONTN.LY . (FOR THE 3/6-" GUARDER fO11ND,I 125' IN FROM EACH COI R i if (1) NAL M D -SPAAt pN THE SIDES 11011=y (Kg ROW 3/8' QUARTER ROUND & MULLION CAP); 1.25' FROM EACH END & SR MORE EQUALLY SPAO ON THE FIELD. 4. WHEN ATTACH I C THE STRUT RATE TO THE JAMB AND BUCK USE ITEM 125, A 18 x 2 1/2 PFH 4WD scREK WHEI4 ATTACHING THE STRUT PLATE TO THE JAMB AND SIDEUTE JAMB AT THE MULLION USE ITEM 124, A 18 x 2° RN MD San 5. SPA CA1G FOR ITEM 125 TIC 8 x 2 1/2° PFH WOOD SCREWS ATTACHING THE JAS TOGETHER AT THE MULLION, IS AS FOLLOWS: 6.0' FROM EACH VERTICAL CORNER WRH (4) MORE SCREWS EQUALLY SPACED ON THE DELO, 6. 8ff SMUT PANEL B SECURED 9NT0 THE SIDELITE JAMB W/ ITEM 129 SLICK CAULK ON THREE SIDES AND 3/8' QUARTER ROUNDS SECURED WITH ITEM 131 BRAD TAN NAILS x 3/4' LONG 7. WHEN ATTACHING THE HINGE TO THE JAMB AND SUCK USE ITEM 127, A 110 x 2" PFH Sae. WHEN ATTACHING THE WE TO THE JAMB AND SIDELIIE JAMB AT THE YUWON USE ITEM 114, A 110 x 1 3/4' PFH WOOD SCREW. 8. SPACING FOR ITEM 149 THE 16 x 1 1/2' PANHEAD SCREW (TRINITY UIEFRAME) BAS FOLLOWS: ME UMW FROM THE TOP DOWN VERTICALLY: 3.25; 18.0825', 32.8125°, 47.5625" & 62825° SIDELITE LRFfRAME TOP & BOTTOM. FROM THE LEFT: ONE (1) SCREW AT 4.4375'. 9. ALTERNATE CONCRETE/MASONRY INSTALLATION ANCHORS OF EQUIVALENT PETRORMANCE CHARACTERISTICS CAN BE USED UPON APPROVAL OF THE ARCHITECT OR ENVER OF RECORD FOR THE PROJECT OF INSTALLATION. 10. USE ITEM $51 WHEN 9NSTAL NG 114TO WOOD SUBSTRATE AT HEAD & JAMBS. USE ITEM 125 MEW INSTAUSIG INTO MUUONS. USE ITEM 116 WHEN 9NSTALLNG 11110 CONCRETE /MASONRY SUBSTRATE AT SMITE SILLS. ("0 HORIZONTAL CROSS SECTION AT SIDELITE TO HINGE JAMB NOTE 3 S1 4 CMCO 6;34 CO COG 0.75' SEE WING _ OETALS, SHEET 7 PRODUCT REVISED) a s complying xi h the Florida Ellii&rs Cods Acapre L"9 No E SEE GLAZING DEINLa SHEET 7 0.125' WA GLASS 1HK. EXTERIOR 1 INTERIOR SEE NOTE 2 ON SHT. 4 - SEE NOT 6 ON SHI: 4 SEE DEDUL 5 ON SHEET 5 025' MAIL SHIM 1.50' M91. EMBED HORIZONTAL CROSS SECTION AT SIDt:UTE TO BUCK 2 m. <Mk age 9- 1-01 PTC, LLC Roc 321- 690 -1788 For 321 -610-1789 a*. an S. SAFFELL rasa NO S-2104 oar .4_orJ. 74.5' MAX. OA FRAME ',TH SEE DETAIL 2 /- ON RS SHE 70.25° MAX 0A FRAME IA1DTH PRODUCTRBVISBD as complying with flreFlorida Building Code MNo Exphatian 6' 9° TYP. 6' TYP. { 3'TYR I SEE DETYL 4 ON THIS SHi. 12.5" L 7.375' 31° 4.5' TYP. 3° TYP. 3` —1 9' NP. 6° TYP. 3' TYP. SEE DETAIL 4 ON MIS SH1 81.25' MAX. OA FRAM HEIGHT 31° 35.625' •-3` 1YP. r TYP 12.125° .15' MN. ON THIS SHE E O12R WRHOLR' S 11TES A.u!=!1!!o t(X!ATIONS, DM INiI:R(DR 7h ti ko •; ;ilh 711;2 114. ., *,'ii9; !::: Sit 11 AP gilt:; WPM; SEE NOTE 10 ON SHEET 4 \ 5.50' am 9- 1-01 SEE NOTE 4 SHEET 4 )ETAI. 2 - O HEAD Nig pETAI. 3 - ® THRESHOLD ASTRAGAL SME PLATE ASTRAGAL STRIKE PLATE EAU HINGES TO JAMB & DOOR ME PLATES ASTRAGAL STRIKE PLATES TO JAMB Edo s ,mi !garrote P. 6 No. 41323 i535 ColowsliPMgelk SlItt° C25 Rook** Rol* 3 RA Gallo& of AuttiorIxolice M . 241121 Pr Pnpared 8Y Pre' PI X11 690-1188 Foa 321-890-1789 wow S-2104 car ,� or 8e11-169-6t£ aoj 98116 OTI gnu 014101,1*IPIrde no ars rattatiko seat raw 'at, 3 'd DMA& w1 41113 NOELNI 1,10111 GAGA gierffraNallarrnEMTME 801831N1 ff08.1 03M3A g 133 N0 £ W130 33S tLawgri 4, -t Sst ^.toMa 7.33 29 Ri! s fkl`6idan" ¢3s Fti .1.3fiC011,1 VAL At ,£ --f F- -'�l.£ 1. L .1£ .l£ r .1£ S3 YS L'dlj.1 133HS NO 2 ` .5L£L * '130 335 -r dA1.9 alli SA1.9 5133HS NO t 11t'130 33S del! . 9 dAl dAl .tt'£1 1. • •� L H101N Atli YO 7(YW iota dAL .lt'91 5 133HS NO z 7130 335 "Mr.. . y. . VAl .9 .£ — „Cif HIOIM YAW YO 7NP1.L01 1HOM TO Arm INTERIOR gLNG.pETAILt OM LITE FRAME SINGLE PANE lfir lEIPERED GLASS SPARTECH POLYGON PP5530 C13 ■ GLAZING DETAIL 4 TRIO UTE MAE 1' INSLIIATED TEMPERED MASS LUPOY EU-5007 0.1151 CLASS 0.1251 TOP. GLASS TRWITY 1/2' habiTit *IP KO LIMY 81-5007 idingsynt0,04.... ._DUCrcodellEVISED Bu complying with ttre Florida AcceptanceNo .0W • .01 Exptrationnate ",<"--Prouacontrot Division PRODUCT REVISED as complying with Ilas Florida Codc Ace No g• • -; • &mot By Hann Division Prep:red ep St S. Rondo P. H. No. 41323 • PIP, liC Cops Suitt CSS • Rsidodnti. Florida. 32055 RN Wadi /03tIzalke 28235 KC. LW Phone 321-0-1788 Fox 321-00-1789 one 941-01 SCAM N,ys. OINL CNC. FM S. SWELL- MINS NO.t S-2104 1-1.6r i to i - 1.0e t ( 240 In n' NEL DPW JOGlaalDr"Upovoosk PK WOOD 4.5025" 1.645' I 041" r.," ME= v.11 SELIM2ILINL 140F x 3.0" LONG 1 OuLamisrig Lit a 1.00' ODOO LVL 1.042' 1 1.25' L 1.013. r_ MSS FUER J0241ED PONDEROSA 1.54' 1.59' , ';,1111 0.125" 0.83" (;;N COMPRESSION WF,1014ERSROP SCHLEGEL Ci-LON CGS 650 1.25' /2' LG. WINO UTE Fitt POLYPROP. 1.75' 2.62" gab s.G. 0& LflE me POLYPROP. 0.48' A, _i. &a, 0375" 02751 -'1 1-71: 0.62" 1111111111111111111111 ASTRAGAL HAS TWO 0.3125" 15°a I Ott TOR 1 (ft 0017011 DIA. x 9' LONG INXTS; 6063-17 ALUMS 0 0 1.74'Q47. )Amuzgligt omit 0125' snza) 11.875" MA. YAKS wmt dHARDWARE USED 0,97' 4.00' 15 11121LUELILM VYRNGER JOINTED PONOEROS4 PINE lilt:. f1 , it/:, 4 EWE 9- 1-0 N.T.S. Haman. E. No, 41323 1633„www.0O24244mia. Oats CZS RIPE Prilii;e1 --kiiitiolke 255135 lte Ph m 321-60—U88 Fox 321-690-1789 MENG KW S-2104