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WS-18-1886Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit No. WS-7-18-1886 • Permit Type: Windows/Shutters e r m t ark Classification:- Window/Door Replacem Pennt Status: APPROVED Issue Dates 7/25/2018 Expiration: 01/21/2019 Parcel Number Applicant 524 N E ' 106 Street Miami Shores, FL 33138- 1122310140210 Block: Lot: DAVID SHIMKO Owner Information Address Phone Cell DAVID SHIMKO 524 NE 106 Street MIAMI SHORES FL 33138- (786)236-8665 524 NE 106 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone AMERICAN STORM PROTECTION (305)264-0446 (305)513-0514 Valuation: $ 15,375.00 Total Sq Feet: 180 Type of Work: REPLACING 8 IMPACT WINDOWS AND 1 IM No of Openings: 9 Additional Info: REPLACING 8 IMPACT WINDOWS AND 1 IM Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $9.60 $2.85 $2.00 $3.20 $190.00 $9.00 $12.80 $229.45 Pay Date Pay Type Invoice # WS-7-18-68215 07/13/2018 Credit Card 07/25/2018 Credit Card Amt Paid Amt Due $ 50.00 $ 179.45 $ 179.45 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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 nd zoning. F rmore, I authorize the above -named ontractor to do the work stated. Sep610 IV Aut on =d Signature: Owner / Applicant / Contractor / Agent July 25, 2018 Date Building Department Copy July 25, 2018 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-758-8972 Inspection Number INSP-001835-2018 Permit Number. WS-7-18-1886 Scheduled Inspection Date: November 28, 2018 Inspector. Riveron, Alexis Owner. DAVID E SHIMKO Address: Project Permit Type: Windows/Shutters Inspection Type: Framing Work Classification: Window/Door Replacement 524 NE 106 ST Miami Shores, FL 33138 Phone Number. 7862368665 Parcel Number. 1122310140210 Contractor. AMERICAN STORM PROTECTION Phone Number. 3052640446 JONATHAN RODRIGUEZ Building Departiment Comments REPLACING 8 IMPACT WINDOWS AND 1 IMPACT DOOR Checklist Item General Comments Passed False Comments Inspector Comments Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee Is paid. November 21, 2018 For Inspections please call: 305-762-4949 Page 9 of 20 \\(4° BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC El PLUMBING ❑ MECHANICAL Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ❑ ROOFING RECEIVED JUL 13 2018 (-Q h FBC 20 I� Master Permit No. V v l (IS— (SO Sub Permit No. ❑ REVISION ❑ EXTENSION ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION CONTRACTOR JOB ADDRESS: 514 N E I D° ✓ 1 City: Miami Shores County: Folio/Parcel#: II' 2 -31- ON - 0 2I 0 Occupancy Type: Load: Construction Type: Miami Dade Is the Building Historically Designated: Yes Flood Zone: ❑RENEWAL ❑ SHOP DRAWINGS Zip: 33138 NO BFE: FFE: OWNER: Name (Fee Simple Titleholder):fbath() $ \`‘M�C Phone#: %bb 23b - LJIL/%5 Address: 5 Z`-f fU E. t bl0 5.1 • City: iV•I M k 5 (no'QS State: 1' -• Tenant/Lessee Name: Phone#: Email: zip: 33138 CONTRACTOR: Company Name: T11'n.Q VI CR && S4OY M Pvo4-e t-I vtJ S490 A)tA) bu SI- it 3 City: Nil ism ( State: FL Ton v-4t' c Ro,a2 i i u eZ Address: Qualifier Name: Phone#: 5 50 3 051 I Phone#: Zip: 33 I b(o State Certification or Registration #: CC9C_ IS 1371 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Value of Work for this Permit: $ 5r..Y7S. o o Square/Linear Footage of Work: t d Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace Description of Work: R�.?1AC 11J (B)TtA Zip: ❑ Demolition A 1;:i..i1JDcWs 44,0 (I)r-Atlicr 0oO12. Specify color of color thru tile: Submittal Fee $ Permit Fee $ Vc1 d • U'CCF $ Scanning Fee $ Radon Fee $ 2 • OD DBPR $ 2 • Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ q [� TOTAL FEE NOW DUE $ 1 l 1 5 CO/CC $ Notary $ (Revised02/24/2014) • 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. OWNER or AGENT The foregoing instrument was acknowledged before me this 0' day of 1/4./ULJE , 20 / , by iJi 5,6 eigo , who is personally known to me or who has produced Ft Di— as identification and who did take an oath. NOTARY PUBLIC: Sign. Print Seal: AID 4150ti(' �i,ieae(m ..,p'r..., JAPAN H. SPIEGELMAN 4. • ,,, '' .1 MY COMMISSION # FF 990234 EXPIRES: May 8; 2020 q",g f ;: = Bonded Thru Notary Public Underwriters APPROVED BY Signator CONTRACTOR The foregoing instrument was acknowledged before me this I day of L\uV.1 , 20 A 3ory,t+ Qmooctict-c2. , who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: 1\(.X.)‘"C.--t'hc�r�d�eZ Seal: .•.!� r NATALIEHERNANDEZ ,•7' MY COMMISSION 0 GO 230408 r EXPIRES: June 19, 2022 Zg gte Bonded llru Way Mac UndeiMdbn __.....__-_***LK* ******** / / Plans Examiner by as Zoning (Revised02/24/2014) Structural Review Clerk 7/13/2018 Property Search Application - Miami -Dade County Summary Report Property Information Folio: 11-2231-014-0210 Property Address: 524 NE 106 ST Miami Shores, FL 33138-2046 Owner DAVID ERIC SHIMKO JTRS PABLO JAVIER LOIACONI JTRS Mailing Address 524 NE106 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,310 Sq.Ft Living Area 1,650 Sq.Ft Adjusted Area 1,880 Sq.Ft Lot Size 6,100 Sq.Ft Year Built 1957 Assessment Information Year 2018 2017 2016 Land Value $137,156 $152,396 $127,816 Building Value $190,820 $193,546 $196,272 XF Value $518 $518 $518 Market Value $328,494 $346,460 $324,606 Assessed Value $285,548 $279,675 $273,923 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $42,946 $66,785 $50,683 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description AMD PL MIAMI SHORES SEC 5 PB 10-47 LOT 9 BLK 110 LOT SIZE 50.000 X 122 COC 23988-0080 10 2005 5 Generated On : 7/13/2018 Taxable Value Information 2018 2017` 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $235,548 $229,675 $223,923 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $260,548 $254,675 $248,923 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $235,548 $229,675 $223,923 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $235,548 $229,675 $223,923 Sales Information Previous Sale Price OR Book- Page Qualification Description 10/09/2013 $365,000 273 04 Qual by exam of deed 10/01/2005 $0 23988- 0080 Sales which are disqualified as a result of examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Ack o , ledgem 7_ i 3 i S o 7ia,i a,d kJ 7 tit fier/Owner Signature Date Print Name 41/93 A G D CERTIFICATE OF LIABILITY INSURANCE DATE i6N;2 '$"' 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(les) 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 Ileu of such endorsement(s). PRODUCER Heritage Insurance Services LLC Box 1508 Palmetto, FL 34220 CONTACT NAME: Dave A. Clements PHONNo.Exti:941-723-1400 FAX 941-723-1440 (A/CPO ADDRESS:dclements@heritagefla.com INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: Colony Insurance Company 39993 INSURED American Storm Protection Corporation 10801 NW 14th Street Suite 103 Miami, FL 33172 INSURER B : INSURER C: INSURER D : INSURER E : INSURER F : AGES 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 LTRINSR TYPE OF INSURANCE ADDL SUBR WVD POUCY NUMBER POLICY EFF (MM/DD/YYYY) POLICY EXP (MM/DD/YYYY) LIMITS A GENERALUABILITY X COMMERCIAL GENERAL LIABILITY X X 101 GL 0055304-02 5/18/2018 5/18/2019 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED PREMISES (Ea occurrence) $ 100,000 CLAIMS -MADE X OCCUR MED EXP (Any one person) $ 5,000 PERSONAL 8. ADV INJURY $ 1, 0 0 0, 000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY n JECT fl LOC PRODUCTS - COMP/OP AGG $ 2,000,000 AUTOMOBILE LIABILITY SCHEDULED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LIAB EXCESS UAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N/A WC STATU- TORY LIMITS OTH- 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) Certificate holder is included as an additional insured for General Liaibility on a blanket basis as required by written contract. Impact windows and doors installation. CERTIFICATE HOLDER CANCELLATION Miami Shores Village 10050 NE 2nd Ave Miami Shores, FL 33138 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 ACORD 25 (2010/05) © 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Delivered By EzCOI.com David Shimko 524 NE 106th Street Miami Shores, FL 33138 EkMIT APPROVED 1 SIW 200 Series Horizontal Roller 17-0717.03 6 7/8 x 38 1/4 Miami Shires Village BY DATE ZONING DEPT BLDG DEPT SUBJECT 10 CCNIRJ# NCE WI III ALL FEDERAL STATE ANv eC UN f? HULL'S AND REGULATIONS xw RECEIVED JUL 13 2018 x SIW 300 Series Picture Window 17-0717.01 26 1/8 x 38 Storage Plastpro Fiberglass FL-15210.1 Hinge Lett rho 32 x 80 2 panel SIW 200 Series O Horizontal Roller 17-0717.03 367/8x381/4 ea x 0 x x O x SIW 200 Series Horizontal Roller Equal Split 17-0717.03 110 3/4 x 38 SIW 200 Series Horizontal Roller Equal Split 17-0717.03 110 3/4 x 38 Egress Master Bedroom O147 7/8 x 62 1 /2 0 x x O SIW 200 Series SIW 200 Series Horizontal Roller Horizontal Roller 17-0717.03 17-0717.03 View fro.• Outside Jr A. X JA 213 K 80 X 0 Z/l S8 x 4/l lL VN X x 0 SIW 200 Series Horizon al Roller 17-0717.03 52 3/4 x 38 ::x •• •• • • X • • Bedroom' • E•les' • • • • • • • • • • • • • •• •• X NA Impact x O • • • 0 • •SII1A Z00 Series • il•rwontal Roll • • E ual • Split • •177 717.03 •• 1643/4 x 38 • • • • • • • • • • • • • •• •• • • • • • • • • • • X NW lnpact • • • • • • •• • x 0 X NA Impact X 0 X NA pact x 0 X NA X NA Impact pact • • •• • • • • • X JA 213 K 80 X 0 Z/l S8 x 4/l lL VN X x 0 SIW 200 Series Horizon al Roller 17-0717.03 52 3/4 x 38 ::x •• •• • • X • • Bedroom' • E•les' • • • • • • • • • • • • • •• •• X NA Impact x O • • • 0 • •SII1A Z00 Series • il•rwontal Roll • • E ual • Split • •177 717.03 •• 1643/4 x 38 • • • • • • • • • • • • • •• •• • • • • • • • • • • X NW lnpact • • • • • • •• • x 0 X NA Impact X 0 X NA pact x 0 X NA X NA Impact pact • • •• • • • • • WIND LOAD TABLE FOR COMPONENTS AND CLADDING CLIENT:k.r'ic.GnSIUY11IPrbi-t.Ltrv,1 ADDRESS:52.'-E NE 10(Ph S-Frct+ PROJECT: 1>cA\;Shirn4-6 1J1iarn; Sh.orcJ FL 3315 City State EXPOSURE " C ZIP WIND VELOCITY = 175 MPH ROOF SLOPE > 100 Zone 4 Pressures (PSF) Roof Slope > 10. Roof Ele (ft) 15 17 20 22 25 v. Tributary Area (Sq. Ft) 10 40.1 43.5 41.0 44.5 42.5 15 39 42.4 40.0 43.4 41.3 20 38.3 41.7 39.2 42.7 40.6 25 37.7 41.1 38.6 .42.1 39.9 30 37.2 40.6 38.1 41.6 39.4 . 35 368 40.2.. 377 41.2 39.0 40 36.5 39.9 37.4 40.8 38.6 45 36.2 39.6 37.0 40.5 38.3 50 35.9 39.3 36.8 40.2 38.0 46.1 43.4 47.1 44.8 44.9 42.3 45.9 43.6 44.2 41.5 45.1 42.8 43.5 40.8 44.5 42.2 43.0 40.3 44.0 41.6 42.6 39.9 43.6 412 42.2 39.5 43.2 40.8 41.9 39.2 42.8 40.4 41.6 38.9 42.5 40.1 48.6 47.4 46.6 46.0 45.4 45,0 44.6 44.2 43.9 28 30 35 45.8 44:6 43.7 43.0 42.5 42.0 41.6 41.3 41.0 49.6 46.2 50.2 47.7 48.4 45.0 48.9 46.4 47.6 44.2 48.1 45.5 46.9 43.5 47.4 44.8 46.4 42.9 46.9 44.3 45.9 42.5 46.4 43.8 45.5 42.1 46.0 43.4 45.2 41.7 45.6 43.0 44.9 41.4 45.3 42.7 51.7 ,50.4' 49.5 48.9. 48.3 47.8 47.4 -47.0 46.7 40 45 50 49.1 47.8 46.9 46.1 45.6 45.1 44.7 44.3 43.9 53.2 50.5 54.8 51.4 55.8 519,E 49.2 53.4w 50.1. 54,4 51.0 48.2 52.5 49.1 53.5 50.3 47.5. 51.8 48.4 52.7 49.7 46.9 51.2 47.8 52.1 49.2 46:4 50.6 '47.2 51.6 48.8 45.9 48.4 45.5 48.1 45.2 50.2 46.8 51.2 49.8 46.4 50.8 49.5 46.0 50.4 55 60 52.8 57.3 53.8 58.3 51.5 ,. 55.9 52.4 56.9 50.5 54.9 51.4 55.9 49,7 54.2 50.6 55.1 49.1 53.6 49.9 54.5 GENERAL NOTES 48.5 53.0 49.4 54.0 1. TABLES VALID ONLY FOR BUILDINGS OF MEAN ROOF HEIGHT 60 FT. OR LESS. 48.1 52.6 48.9 53.5 2. ROOF ELEVATION "H", IS DETERMINED BY USING FIGURE 1 AS REFERENCE. 3. IDENTIFY ZONE OF COMPONENT PER FIGURE 1. 47.7 52.2 48.5 53.1 4. POSITIVE AND NEGATIVE LOADS ARE TAKEN AT MEAN ROOF HEAIGHT AND APPLY TO ALL FLOORS. 5. TABLE ABOVE SHOWS MAXIMUM DESIGN LOAD FOR SHOWN BUILDING HEIGHT IN END ZONE. 47.3 51.8 48.2 52.7 0 ei A a C. 0 in O ,O CC u VI �.y a Iv" d 0 rJ Roof Elev. (ft) Tributary Area (Sq. Ft) 10 15 20 25 30 35 40 45 50 15 40.1 39 53.7 51.6 38.3 50.1 377 37.2 48.9 48.0 36.8 36.5 47.2 46.5 36.2 35.9 45.9 45.3 17 41.0 40.0 55.0 52.8- 39.2 51.3 38.6 38.1 50.1 49.1 37.7 37.4 48.3 47.6 37.0 36.8 46.9 46.4 20 42.5 41.3 40.6 39.9 39.4 39.0 38.6 38.3 38.0 56.9 54.6 53.0 51.8 50.8 49.2 48.6 48.0 22 43.4 42.3 58.1 55.8 41.5 54.2 40.8 40.3 53.0 51.9 39.9 39.5 51.1 50.3 39.2, 38.9 49.6 49.0 25 44.8 43.6 42.8 42.2 41.6 412 40.8 40.4 40.1 60.0 57.7 56.0 54.7 53.6 '52.7 51.9 51.3 50.6 28 30 45.8 44.6 61.3 58.9 46.2 450 61.9 59.5' 43.7 57.2 44.2 57.7 '43.0 42.5 i55.8• •5A.7 es 4'2.9 *AAA •5•5.3 .42,141 53.e •l30 425`•42. Z 54.4 4 6 41.3 41.0 52.3.5Ll1 41.7 41.4 52.9 • S2.Z' 35 47.7 46.4 63.8 61.3 45.5 59.5 44.8 Z4.3 •An! •67.0 43.8 43.4 :543 • s12 43.0 ia.1, 54.5. 53.8 40 49.1 47.8 65.7 63.1 46.9 51.3 45 50.5 49.2 67.6 64.9 48.2 63.0 50 51.4 50.1 49.1 461 45.6 5949 :8.7 •. 47.5 46.9 • 61.6 60.4 • 48.4 47.8 4S 1 44.7 5'1, 66.: 44.3 •'k' .9' 56.14 S511• •46.4. 8.5 59.4 �8 p4h4 44.8 45.5• 6442: 57.7 4711, 4G.4•'4Sb• 68.9 66.2 64.2 + 62.3 61.5 55 52.8 51.5. 70.8 68.0 50.5 66.0 •• • 49.7 49.1 64.5 63.2 63.5 59.6 46.5' 62.21 51.2 58.8: *Vol. 47.7• 47.3 60.4 59.7 60 53.8 52.4 72.0 69.2 51.4 67.2 50.6 49.9 65.6 64.3 FIGURE 1 D=10% OF LEAST HORIZONTAL DIMENSION ELEVATION "H" FOR SLOPED ROOF'S IS THE MEAN ROOF HEIGHT. H 1 0 S u D 49.4 48.9 48.5 48.2 63.3 62.3 61,5 60.8 ZONE 4O ZONE 5 CO 6. THIS DOCUMENT IS NOT VALID WITHOUT THE EMBOSSED SEAL OF AN ENGINEER EMPLOYED BY AL-FAROOQ CORPORATION. 7. NO PORTION OF THIS DOCUMENT MAY BE USED OR REPRODUCED IN ANY MANNER, EXCEPT FOR THE PORTION OF ASCE 7-10 SET FORTH HEREIN. 8. ALL LOADS ARE CALCULATED AS PER ASCE 7-10 AND LATEST FBC 2017 STANDARDS data 10-02-13 drawn by. M.F. REVISIONS: checked by: H.M. no date by description DWG NO. 1 SHEET 1 OF 1 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 Sunset Dr. Suite TEL. (305) 264-8100 220 MIAMI, FL 33173 FAX. (305) 262-6978 SEAL JAVAD AHMAD FLA P.E. % 70592; ® C.A.N. 3538 • s • • • • • • • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy . • . • .•.• • • • 'DESCRIPTION: Series "300 StormSafe" Aluminum Fixed Window — L.M.I.t • • • • • • APPROVAL DOCUMENT: Drawing No. W07-49, titled "S-300 StormSafe All ! ed Wdw 4L v1.I.)'�' • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) SIW Impact Windows, LLC 975 S. Congress Avenue, # 102 Delray Beach, FL 33445 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section 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 Section (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 jurisaf#ltltj, RER reserves the right to revoke this acceptance, if it is determined by Miami -Dads Cuuaty Proddet• Contrdl Section that this product or material fails to meet the requirements of the applicablgIT dding coae'. This product is approved as described herein, and has been designed to complyvitt•jhe Florida building Code, including the High Velocity Hurricane Zone. sheets 1 through 7 of 7, dated 05/18/07, with revision G dated 06/30/17, prepared byAlrgarooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Conti 1 Reuision.stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County roduct:ronVol Section. • • • • • •• • •• MISSILE IMPACT RATING: Large and Small Missile Impact Resistant •• • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, 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 of NOA. 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 renews NOA# 14-1212.01 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • MIAMH ADE COUNTY APPROVED )NOA No. 17-0717.01 Expiration Date: August 29, 2022 Approval Date: August 24, 2017 Pagel SIW Impact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 07-0604.05) 2. Drawing No. W07-49, titled "S-300 StormSafe Alum Fixed Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 05/18/07, with revision G dated 06/30/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Aix Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Blackwater Testing, Inc., Test Report No. BT-SIW-14; Q17A, dated 09/26/14, signed and sealed by Yamil Gerardo Kuri, P.E. . •....• (Submitted under previous NOA No. 14-1212.01) ' 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201:94 •. 2) Cyclic Wind Pressure Loading per FBC,1'ArA63-94 . • . • 3) Drop Load Test, per CPCS 16 CFR 1201 (fat, i t) anM . along with marked -up drawings and installation diagram of asalinum axed• ' N window, prepared by Blackwater Testing, Inc., Test Report t.�B1' SIVV 1. --9i 7B, dated 09/26/14, signed and sealed by Yamil Gerardo Kuri, P.l':':• '. . . (Submitted under previous NOA No. 14-1212.01) . 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94.. • : .. . • 2) Uniform Static Air Pressure Test, Loading per FBC TA.8 f2-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 300 aluminum fixed window, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF-0525.01-10, dated 06/09/10, and addendum letter dated 06/09/10, all signed and sealed by Julio E. Gonzalez, P.E. (Submitted under NOA No. 10-0715.03) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a series 300 aluminum fixed window, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI-07-4110, dated 01/15/07, signed and sealed by Rafael E. Droz— Seda, P.E. (Submitted under NOA No. 07 0604.05)( Manue 'er �. P.E. Product Contr+1 Ex: iner NOA No.-0717.01 Expiration Date: August 29, 2022 Approval Date: August 24, 2017 E-1 Seda, P.E. (Submitted under NOA No. 07-0604.05) • • •• 8. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • '• 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a series 300 aluminum fixed window, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI-07-4114, dated 04/09/07, signed and sealed by Rafael E. Droz— Seda, P.E. (Submitted under NOA No. 07-0604.05) 9. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 300 aluminum fixed window, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI-07-4115, dated 04/09/07, signed and sealed by Rafael E. Droz— Seda, P.E. (Submitted under NOA No. 07-0604.05) SIW Impact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 300 aluminum fixed window, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI-07-4111, dated 01/25/07, signed and sealed by Rafael E. Droz— Seda, P.E. (Submitted under NOA No. 07-0604.05) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 300 aluminum fixed window, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI-07-4112, dated 04/09/07, signed and sealed by Rafael E.•D10z— Seda, P.E. ••••• (Submitted under NOA No. 07-0604.05) ' ' ' . .. 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 271'-9 • 2) Cyclic Wind Pressure Loading per FBC, TV.,!03-94, • • along with marked -up drawings and installation diagram of ase$ s 300 aluminum fixed window, prepared by Hurricane Engineering Testing Iraliaratory, tic,.: Vest Report No. HETI-07-4113, dated 04/09/07, signed and sealCitty Rafael E.'Droz— •• E-2 Manuel ' er 1 P.E. Product Contr ' I Exa ' iner NOA No. 1. i 17.01 Expiration Date: August 29, 2022 Approval Date: August 24, 2017 SIW Impact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 11/18/14, and updated to the FBC 66 Edition (2017) on 06/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, exping on 07/04/18. • 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America; Inc. fowl* "Trosifol® Ultraclear, Clear and Color PVB Glass Interldy "dated 01/119/17, expiring on 07/08/19. • 3. Notice of Acceptance No. 15-1201.11 issued to Eastman Chepaicol CoLpte ry* (M.AJ.•.. • for their "Saflex Clear and Color Glass Interlayers" dated Wi1X/.16, exmurin$ on • • 05/21/21. . • F. STATEMENTS .... .... . • . . • • • 1. Statement letter of conformance, complying with FBC 6t'' Edition X2017)„and of no. financial interest, dated June 29, 2017, issued by Al-Farooq Corporation, signet and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Reports No. HETI-07-4110, HETI-07-4111, HETI-07-4112, HETI-07-4113, HETI-07-4114 and, HETI-07-4115 issued by Hurricane Engineering Testing Laboratory, Inc., dated 01/15/25 and 04/09/07, all signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 07-0604.05) 3. Proposal approved by the Product Control Section, dated 09/19/14, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. (Submitted under previous NOA No. 14-1212.01) G. OTHERS 1. Notice of Acceptance No. 14-1212.01, issued to SIW Impact Windows, LLC for their Series "300 StormSafe" Aluminum Fixed Window — L.M.I., approved on 03/26/15 and expiring on 08/29/17. Manuel Pe z, :.E. Product Control , x: inner NOA No. 17-0717.01 Expiration Date: August 29, 2022 Approval Date: August 24, 2017 E-3 • • • • • • • ,'• •• • • • •• •, • ' • • • • • . • • • • • ••• • • • •••• •. •• •• • • • • • • .s• • III • ! II • • • • •• •. 2 A ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WTHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •••• • •• • • • • • • • • • • •• 6' MAX. ANCHOR SPACING AT CURVED FRAMES 12" MAX. ANCHOR SPACING AT STRAIGHT FRAMES SERIES 300 STORMSAFE ALUMINUM FIXED WINDOW FALSE MUNTINS (SURFACE APPLIED) MAY BE USED APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED/FIXED OR FIXED WITH OTHER MIAMI—DADE COUNTY APPR'D WINDOWS USING MIAMI—DADE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE STSILM. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 3 AND 4. WINDOW WIDTH 5. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (FIVFIZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT. NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. UFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEMNG THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ME TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL 12• MAX. HEAD/SILL TYPICAL ELEVATION 11, 6' MAX. HEAD/SILL CORNERS WINDOWS WITH GLASS TYPE 'C1' COMPLY WITH REQUIREMENTS OF ANSI Z97.1. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. PRODUCT REVISED as complying with the Flotide Dnilding Code Acceptance No % UBtign Date 0 m v 2 1g Si 0 0 0 v 8 Si 8 c 4 .t drawing no. W07-49 sheet 1 of 7 z i m \-1/8' ANN. GLASS • • ••• • • •• •• • • • • •• •• •••. • • • • • • • . • • • • • • • • • • • • • ••• • • • • : . 3/16' ANN. GLASS • • • • .090' Interlayer090' IRterlQyer •• • • • • • • • Saflex Clear And Color Glass SaBex Cleo' And .Nor Wass• • • • • • By 'Eastman Chemical Co.' By 'E4mIR o l Cmical • Co: • • •. • • • • • • • • 1/8' ANN. GLASS 3/16' ANN. GLASS • • • • • • • • • • • SILICONE DOW CORNING 995 AT 1/4 POINTS ON LfTES WIDER THAN 36' GLASS TYPE 'A' 25/84' OVERALL -3/16" H.5. GLASS 090' Interlayer SentryClos 1 11„By Kuraroy Americo, Inc' `/18' H.S. GLASS 1A�©1111P° II L 0 -u-n-1417 Q SILICONE DOW CORNING'995 AT 1/4 POINTS ON UTES WIDER THAN 36'_ — GLASS TYPE 'C' 7/i6" OVERALL 4, V ••• • • •••••• • •• ••• ••• I'pro • ••••• �• 54CME • • • •• hI • !•N! . 0 AT 1/4 POINTS ON UTES WIDER THAN 36- GLASS TYPE 'B' 29/64" OVERALL \-3/16' H.S. GLASS 090' Interlayer SaBex Clear And Color Glass By 'Eastman Chemical Co.' OR 1 .090' Interlayer 1 Trosifol PVB By ' kuroray Mrerica. Inc.' 3/16" H.S. GLASS GLASS TYPE 'Cl' 7/10" OVERALL SIUCONE DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36' FOR LOADS LESS THAN OR EQUAL TO 70 PSF MIN. GLASS BITE CAN BE 5/8". GLASS TYPES A, B & D. —1/8' TEMP. GLASS 1/4' NR SPACE 1/8' H.S. GLASS 090' Interlayer SentryGlas \By 'Kuroray America. Inc.' 1/8' H.S. GLASS CARDINAL XL. EDGE SPACER ST. STEEL GLASS TYPE 'D' 11/16" OVERALL SIUCONE DOW CORNING 995 AT 1/4 POINTS ALL SIZES PRODUCT REVISED a9 complying with the Florida Building Code Acceptance No 1 -Q nt' Dete 1Y JUN 3 b 2017 0 O C s9 6 e� 6R 0 0 drowing no. W07-49 (sheet 2 of 7 • • ••• •• •• • • • • • • • • • • • • • ••• • • • • • • • • •• •• . • • • • • • • • • • • • • • • • • • • - DESIGN LOAD CAPACITY - PSF W L U•; `� � COMP—ANL\W07-49SIWI WINDOW DIMS. GLASS TYPE •A• GLASS TYPE •B' GLUE TYPE C' CL3S TYPE '01' GLASS TYPE •D� - • ••. • , •• • • . Z % 4 C V n g p R P 0 YO. 0 aLL �j 9¢� pq g i 0 ^ 0 4 E i iLLOii �p 4 0 M 4 , j O{8 1 C, 4 a 61 i Or WIDTH2' 1H INT.(-)60.0 1170.0, • • � • •r•• • •• • • • • 3 • • •• • '. 28--1 60.0) 0`0, 900+) 1300' 60.0+'! 0.0, 00.0+'�81�0,:• 32' 60.0 60.0 70.0 ! 70.0 90.0 130.0 60.0 60.0 60.0 00.0 37' 60.0 60A 70.0 70.0 90.0 130.0 60.0 80.0 60.0 60.0 42' 26, 60.0 600 70.0 I 70.0 90.0 130.0 60.0 60.0 60.0 80.0 • : • • • • � � • • • • . . . 1 • • • • • • • 4,0 • yyO0DTH AND LENGTH DIMENSIONS CAN BE CREWED TlCALIY 0R HORIZONTALLY A5 SHOWN ABOVE 48' 60.0 60.0 70.0 70.0 90.0 130.0 00.0 60.0 60.0 BO.D 53-1/8• 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.5 • 26-1/2' 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 80.0 80,➢ 3Y 60.0 60.0 70.0 70.0 90.0 130.0 60.0 80.0 60.0 60..p0 • ' • • • • ; • • • • • NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). PRODUCT REVISED the Florida``,111 11111/TVV' ascomplyingwith`.' ' 4) A lA i), ' i 42' -3/8' 57.9 57.9 70 0 70.0 90.0 13300.00 8800.0 660.00 80.00 60.060•' 48' 57.9 57.9 700 70.0 90.0 130.0 80.0 60.0 60.0 00.0 53-I/8 57.9 57.9 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 26-1/2 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 32' 80.0 60.0 70.0 70.0 90.0 130.0 80.0 60.0 80.0 60.0 37' 60.0 80.0 70.0 70.0 90.0 130.0 60.0 60.0 80.0 BOA 42' S0-5/e. 52.9 52.9 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 4S' - - 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 S-300 STORMSAFE ALUM FIXED WDW. (LM.I.) SIW IMPACT WINDOWS, LLC. 975 S. CONGRESS AVE. #102 DELRAY BEACH, FL. 33445 TEL (561) 274-9392 FAX (561) 274-9262 53-1/8' - - 70.0 70.0 90.0 130.0 60.0 60.0 59.4 59.4 26-1/2' 60.0 80.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 601 32' 60.0 60.0 70.0 70.0 90.0 130.0 80.0 60.0 60.0 80.0 37' 80.0 60.0 70.0 70.0 90.0 130.0 80.0 60.0 60.0 60.0 42' 63, - - 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 48' - - 70.0 70.0 90.0 130.0 80.0 60.0 60.0 00.0 53-1/8• - - - - 90.0 130.0 60.0 60.0 - - 28-1 /2' 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 32' - - 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 37' - - 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 42' 74-1/4, - - 70.0 70.0 90.0 130.0 60.0 60.0 - - 48" - - - - 90.0 130.0 60.0 60.0 - - 53-1/8' - - - - 90.0 130.0 60.0 80.0 - - 28-1/2' 60.0 80.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 32' - - 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 37' - - 70.0 70.0 90.0 130.0 80.0 60.0 60.0 60.0 42' 78• - - - - 90.0 130.0 60A 60.0 - - �-I Cescnptlon INSU. W1. GLASS ADD. REV. PER BCCO COMMENTS UPDATED 1D 2D10 EBC GENERAL REVISION UPDA1ED TO 2017 IBC 48' - - - - 90.0 130.0 60.0 60.0 - - S3-1/8• - - - - 90.0 130.0 60.0 60.0 - - 26-1/2" 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 32' - - 701 70.0 90.0 130.0 60.0 60.0 60.0 60.0 37' - - 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 42' 64, - - - - 90.0 130.0 60.0 60.0 - - 48' - - - - 90.0 130.0 80.0 60.0 - - 0-1/8- - - - - 90.0 129.4 80.0 60.0 - - 26-1/2' - - 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 a 32' - - 70.0 70.0 90.0 130.0 60.0 60.0 80.0 80.0 37' - - - - 90.0 130.0 60.0 60.0 - - v� g 11 o > '� o o i m ^. 8 o - + a f h ry 'R. 6 8 42' afi' - - - - 910 1284 810 610 - - 48• - - - - 90.0 119.5 80.o 80.0 - - ` c c 53-1/8' - - - - 90.0 111.e 60.0 80.0 - - r-,.-..--. . IDO �1 8 •� . M g b h 28-1/2• - - - - 90.0 130.0 60.0 60.0 - - 32' - - - - 90.0 130.0 60.0 60.0 - - 37' 108' - - - - 90.0 130.0 60.0 50.0 - - AcCApO9c E'er q4 . Dec �� 1' •de - 1 - ' ��. ... STATEk JUIl 0 f0, %Ac` ••••� J �0 •••*•** 7j71111U11\`` . / •:(/vim D�'' At, �• . � ' - /�` 42• - - - - 90.0 122.5 60.0 60.0 - - 28_7/2• _ - - - 90.0 1]0.0 60.0 80.0 - - �• _ _ _ _ 90.0 130.0 60.0 80.0 - - 37. 120• _ _ _ _ 90.0 130.0 60.0 610 - - , drowing no. W07-49 42' - - - - 90.0 112.4 60.0 60.0 - - 26_1/2• _ _ _ _ 90.0 130.0 6D.0 60.0 - - 32' 128• - - - - 90.0 MO 60.0 601 - - (sheet 3 of 7 37- - - - - 901 130.0 610 60.0 - - • • ••• • • • ••• •• •• • •• • •• •• • • • • • •• •• • • • •• • • •• • ••• • • • • • • • DESIGN LOAD CAPACITY - PSF - ---4,--•-• - DESIGN 'LOAD CbACR7l * PSF {�V A• T� 'Y N 4 WINDOW DINS. GLASS TYPE 'A' CLASS Tim 'E' GLASS TYPE 'C' GLASS TYPE 'CI' GLASS TYPE 'D' GLASS TYPE GL99 TYPE GLASS TYPE GLASS TYPE GLASS TYPE L WINDOW DDIS. 'A' '8' 'C' 'CI' 'D' wIonl LENGTH EXT.(+) TNT.(-) DR.(+) 94T.(-) DR.(+) TNT.(-) DR.(+) INT.(-) DR.(+) 9/T.(-) nine E•GUl DR.(+). 64T.(0. QO.(••+) IN4(-) Da.(+) INT.(-) EM.(+) TNT.(-) EXT.(+) IM.(-) AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9380 SUNSET DRIVE, SURE 220 MIAMI, FLORIDA 33178 (C.A.N. 3538) TEL (305) 2848100 FAX. (305) 2828978 ( COMP-ANL\WO • • B- . . BO- A • 70.0 • �.0 •dE.• 30' 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 •300 8 • • 70A 130.0 60.0 60.0 60.0 60.0 3 38' 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 80.0 036'0 • - • -• • - •- •904 130.0 60.0 60.0 - - 42' 60.0 60.0 70.0 70.0 90.0 130.0 60.0 80.0 60.0 80.0 42' • - - • • -• 1A.0 128.8 60.0 60.0 - - 48' 60.0 60.0 70A 70.0 90.0 130,0 80.0 60.0 60.0 60.0 48' - - - - 90.0 119.5 60.0 80.0 - - W 54' 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 54' 96 - - - - 70.0 70.0 - - - - 80' 36, 60.0 I 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 60' 4 • • .• - O. 41 70.0 70.0 - - - - 66' - - - - 70.0 70.0 60.0 80.0 60.0 60.0 661• • • -• • • 7 • • • 7 • • -. • 70.0 70.0 - - - - 72' - - - - 70.0 70.0 60.0 60.0 60.0 60.0 72' • • • • J • 1 • • - • 70.0 70.0 - - - - 76' - - - - 70.0 70.0 60.0 60.0 60.0 60.0 78' • • • - • : . • - • 89.6 69.6 - - - - 64' - - - - 70.0 70.0 60.0 60.0 60.0 60.0 24• • • • • 1 4 70IP• • 70&• • 90.0 130.0 60.0 60.0 60.0 60.0 88' - - - - 70.0 70.0 60.0 60.0 - - 30' - - - - 90.0 130.0 60.0 60.0 - - 24' 60.0 60.0 70.0 70.0 90.0 130.0 60.0 80.0 60.0 60.0 36' - - - - 90.0 130 0 60.0 60.0 - - 30' 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 42' - - - - 90.0 1225 80.0 60.0 - - 36' 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 46' 108' - - - - 70.0 70.0 - - - - 42' 52.9 52.9 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 54' - - - - 70.0 70.0 - - - - 48' 46.3 46.3 70.0 70.0 90.0 130.0 60.0 80.0 60.0 60.0 60' - - - - 70.0 70.0 ' - - - - S-300 SrORMSAFE ALUM FIXED WDW. (LW.) SIW IMPACT WINDOWS, LLC. 975 S. CONGRESS AVE. #102 DELRAY BEACH, FL. 33445 TEL (561) 274-9392 FAX (561) 274-9262 54' - 70.0 70.0 90.0 130.0 60.0 60.0 80.0 60.0 66' - - - - 70.0 70.0 - - - - 00' 48'- - - 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 72" - - - - 89.8 89.8 - - - - NOTE: 68' - - - - 70.0 70.0 60.0 60.0 - - 24' - - 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY 72' - - - - 70.0 70.0 60.0 80.0 - - 30' - - - - 90.0 130.0 80.0 60.0 - - AS SHOWN ABOVE 78' - - - - 70.0 70.0 60.0 60.0 - - - 36' - - - - 90.0 130.0 60.0 60.0 - - 84' - - - - 70.0 70.0 60.0 60.0 - - 42' - - - - 90.0 112.4 60.0 80.0 - - 86' - - - - 70.0 70.0 60.0 60.0 - - 48' 120' - - - - 70.0 70.0 - - - - 24' 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 54' - - - - 70.0 70.0 - - - - 30' 80.0 60.0 70.0 70.0 90.0 130.0 60.0 80.0 60.0 60.0 60' - - - - 70.0 70.0 - - - - 36' 60.0 50.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 24' - - - - 90.0 130.0 60.0 60.0 60.0 60.0 42' - - 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 30' - - - - 90.0 130.0 60.0 60.0 - - 48' - - 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 36' - - - - 90.0 130.0 60.0 60.0 - - 54' - - - 88.5 127.9 59.0 59.0 - - 42' 128' - - - - 70.0 70.0 - - - - 80' 60'- - - - - 79.7 115.1 53.1 53.1 - - 48' - - - - 70,0 70.0 - - - - 88' - - - - 70.0 70.0 53.1 53.1 - - 54' - - - - 70.0 70.0 - - - - 72' - - - - 70.0 70.0 53.1 53.1 - - 60' - - - - 70.0 70.0 - - - - 78' - - - - 70.0 70.0 53.1 53.1 - - 24' - - - - 70,0 70.0 60.0 60.0 - - 84' - - - - 70.0 70.0 53.1 53.1 - - -. 30' - - - - 70.0 70.0 60.0 60.0 - - 0 o. v CHART REV. REV. PER BCCO COIMECS FT i 3 i P B8' - - - - 70.0 70.0 - - - - 38' - - - - 70.0 70.0 60.0 60.0 - - 24' 60.0 50.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 42' 132' - - - - 70.0 70.0 - - - - 30' 60.0 80.0 70.0 70.0 90.0 330.0 60.0 60.0 60.0 60.0 48' - - - - 70.0 70.0 - - - - 36' - - 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 54' - - - - 70.0 70.0 - - - - 42' - - 70.0 70.0 90.0 130.0 60.0 80.0 60.0 60.0 24' - - - - 70.0 70.0 60.0 80.0 - - 48' - - - - 90.0 130.0 60.0 60.0 - - 30' - - - - 70.0 70.0 60.0 60.0 - - PRODUCTREVIS5D 54• - - - - 88.5 127.9 59.0 59.0 - - 36' 1 38, - - - - 70.0 70.0 60.0 E0.0 - - a oovy9yi98 with dle F101ed• 60' 72' - - - - 79.7 115.1 53.1 511 - - 42' - - - - 70.0 70.0 - - - - Duildi12Cow �p O' Aaeptz 66' - - - - 70.0 70.0 48.3 48.3 - - 48' - - - - 70.0 70.0 - - - - EzDoaticxl Dme a 72' - - - - 70.0 70.0 - - - - 54- - - - - 70.0 70.0 - - - - 78' - - - - 70.0 70.0 - - - - 24' - - - - 70.0 70.0 60.0 80.0 - - fiY Mi Dade o c _ v 8 ^' + R n 0 - n R e4' - - - - 70.0 70.0 - - - - 30' - - - - 70.0 70.0 60.0 BOLO - - ea' - - - - 70.0 70.0 - - - - 38' 144' - - - - 70.0 70.0 - - - - o 0 n o 24' 60.0 60.0 70.0 70.0 90.0 130.0 60.0 80.0 60.0 80.0 42' - - - - 70.0 70.0 - - - - 30' - - 70.0 70.0 90.0 130.0 60.0 1 60.0 60.0 60.0 48' - - - - 70.0 70.0 - - - - p b i i -.�--..--. � s t - a I. 36' - - 70.0 70.0 90.0 130.0 BOLO 60.0 60.0 80.0 54' - - - - 70.0 70.0 - - - - `11111111w11�1�/// '. / \ ```P,�•'!• 42' - - - - 90.0 130.0 60.0 1 80.0 - - 24" - - - - 70.0 70.0 60.0 80.0 - - � ••• , ` 48' - - - - 90.0 130.0 60.0 60.0 - - 30' - - - - 70.0 70.0 80.0 80.0 - - 54' - - - - 88.5 127.9 59.0 59.0 - - 36' 150' - - - - 70.0 70.0 - - - - _ 60' �• - - - - 79.7 115.1 53.1 53.1 - - 42' - - - - 70.0 70.0 - - - - * r . * _- 66' - - - - 70.0 70.0 - - - - 48' - - - - 70.0 70.0 - - - drawing no. W07-49 72' - - - - 70.0 70.0 - - - - 1 NOTE: GLASS CAPACITIES ON THIS SHEET ARE SS��•:. '••�6�2` BASED ON ASTM E1300-09 (3 SEC. GUSTS). JUN3 0 237 , /oNALI� . 76' - - - - e9.e 69.6 - - - - 84' - - - - 64.6 64.6 - - - - 68' -- - - - 64.6 64.6 - - - - (sheet 4 of 7 1BY WOOD BUCK TYPICAL ANCHORS vSELEV. FOREE EE SPACING DIST WIJ N 0 2 N 4 • TYPICAL ANw SEE ELEV. FOR SPACING EDGE DIST. • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • • • • • • • • • • • TYPICAL ANCHORS SEE ELEVS. FOR SPACING • • • • • • • •EDGE DISK • • •.• • • I I I —DAD! TOUNI'• AP•ROVED 1 • • 1INULLIRI & SUWON •NCHORS I • IISIE SEPARATE NOA• • I • s1 • • • • • • • I P EDGE DID • .L • �•. ••• • Iv . . .. • ••••••. TYPICAL ANCHORS SEE ELEV. FOR SPACING • WOOD BUCKS AND METAL STRUCTURE NOT BY S.I.W. MUST SUSTAIN LOADS IMPOSED BY GLAZING ,T51tM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 'TYPICAL ANCHORS SEE ELEV. FOR sPACINO 1/4" DIA. UITRACON BY 'FLCO' (Fu-177 KSI, Fy-155 K51) INTO 28Y W000 BUCKS OR WOOD STRUCTURES- 1 1/2" MIN. PENETRATION INTO W000 (HEAD/SILL/JAMBS) THRU 18Y BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) '--- DIRECTLY INTO CONCRETE OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL,/JAMBSj 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) '4114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WffH ALUMINUM TO BE PLATED OR PAINTED) j12 SMS OR SELF DRIWNG SCREWS. (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MUWONS (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) (NO SHIM SPACE) STEEL: 1/8" THK. MIN. (Fy - 36 KSI MIN.) (NO SHIM SPACE) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCF INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. WOOD AT HEAD. SILL CR JAMBS SO - 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS f'e - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Ym - 2000 P51 MIN. 0 c c • 2 51 a in 8 8 8 :5 000 61 Y. 1 drawing no. W07-49 sheet 5 of 7 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM MIAMI-DADE COUNTY APPR.D CUPPED MULLION SEE SEPARATE NOA EXTERIOR WINDOW WIDTH METAL STRUCTURE • • ••• • • • ••• •• •• • • • •• •• • • • • • • • •• •• • • • • • • • • ••• • • • • • •• • • •• • • • • • s .. • • • • • • • • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• •• • •• •• • . • • •.• • ••. • TYPICAL ANCHORS • •• • • • •• • -• •• SEE ELEV. • • FOR SPACING • • • • • • • • • • • ••• •i WINDOW WIDTH 1 /4' MAX. SHIMS EXTERIOR D.L OPG. WINDOW WIDTH 1BY WOOD DUCKS D .0 0 A g •W • v • TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' SHIM MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING ro‘u a 8 p3 e3 5 Pig e �O 2i2 0 w b 8 R V- >R 8 1 drawing no. W07-49 (sheet 6 of 7 O FRAME .687 O FRAME COVER (OPTIONAL) .045 .812 IA1- I77 .812 7 } 50 .218J .184] O C) GLAZING BEADS (7/16" GLASS) T----.6644 r 77 '8+' 2-8-.050 1.177 .184J 3.1 GLAZING BEADS (5/16" GLASS) • • ••• • • • ••• • •• • • •• • •• •• • • •• •• • •• •• •• •• • • • • • • •• •• • • • • •• • • • • • • • • tii •• • • •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • ITEM PAST / QUANTITY' DESCRIPTION MATERIAL MANF./SOPPLTER/REMARKS 1 9W3D1 4 WINDOW FRAME 6063-T6 - 2 4,147— SIW303 4 FRAME COVER (OPTIONAL) 8063-T8 - •4 %L••A2WAS G BEAD (7/16' GLASS) 6083-78 - 3.1e 3A� 3.t` SI.127 • t A4 41.T. GLAZING BEAD (7/18' GLASS) 6083-18 - ,Siwi Si •4 •• G0ZNG BEAD (5/16' GLASS) 8083-T6 - • sA+ie ••.y • OLT. GLAZING BEAD (5/16' GLASS) 6063-T6 - 3.2 SIW117 4 GLAZING BEAD (INSUL. LAM. GLASS) 8063-113 - 4 /10 X 1-1/2' 2/ CORNER ASSEMBLY SCREWS CRS PH SMS 5 5531 AS REGD. EXTERIOR GLAZING SPACER. DUROMETER 7035 SHORE A SANTOPRENE CENTRAL PLASTICS :43R 41 • it R•ECS.• INTERIOR GLAZING SPACER, DUROMETER 7035 SHORE A SANTOPRENE CENTRAL PLASTICS W - 6 • • • • 2/ U1j SETTING BLOCK, DUR011EIER 8535 SHORE A EPDM - •• • • • 61i s r —.ISD 1.177 0 GLAZING BEAD (INSUL. LAM. GLASS) .200 .290 120 .240 � 40 LlI"T .058--I 0 EXTERIOR GLAZING SPACER © INTERIOR GLAZING SPACER SCALE 1:1 SCALE 1:1 • • • • • SLAT ITS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH CRL SMALL JOINT SEALER. TYP CORNER DETAIL PRODUCT REVISHI a con p y zg with the Fiends BooCode Aoecroce N l 7.0717.01 Tan Dole Mims 2017 JUN .7 3 �1)(i emu c t!STiRgS ac 0 2 drawing no. W07-49 sheet 7 of 7 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) SIW Impact Windows, LLC 975 S. Congress Avenue, # 102 Delray Beach, FL 33445 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER— Product Control Section 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 Section (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. RER reserves the right to revoke thisacceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable buijdiiiggiode. This product is approved as described herein, and has been designed to comply:vitb the FlorkPa'Building I DESCRIPTION: Series "200 StormSafe" Aluminum Horizontal Sliding Winda`v:: L.M.I.) . APPROVAL DOCUMENT: Drawing No. W07-28, titled "S-200 StorrnSafe ItQUing. Wdw! (L.M.I.)", sheets 1, 1.1, 2, and 3 through 8 of 8, dated 04/24/07, with revision F dated15/03/17, prepared b4': Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miima ade County i roduct"" Control Revision stamp with the Notice of Acceptance number and expiration•drtt.ty the Mig.mi-Dade • County Product Control Section. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.roiamidade.gov/economy • .• • Code, including the High Velocity Hurricane Zone. "•"' • • • . • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant : • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logos oity, state, series, 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 of NOA. 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 renews NOA No. 15-0102.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMIDADE COUNTY APPROVED 1`1 • NOA No. 17-0717.03 rExpiration'Date: August 01, 2022 A_ pproval Date: August 10, 2017 Page 1� SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W07-28, titled "S-200 StormSafe Alum. Horiz. Rolling Wdw. (L.M.I.)", sheets 1, 1.1, 2 and 3 through 8 of 8, dated 04/24/07, with revision E dated 06/01/15, prepared by AI-Farooq Corporation, signed, sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 200 aluminum horizontal rolling window, prepared by Blackwater Testing, Inc., Test.Rt brts No. BT-SIW-14-017E, dated 09/25/14 and BT-SIW-14-017F, daigcj (9/22/11: Filled acid :: • sealed by Yamil Gerardo Kuri, P.E. (Submitted under previoti.0104 No. 152Q102.01) • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94• • 2) Uniform Static Air Pressure Test, Loading ptt?I3C TAS.242-94 • • 3) Water Resistance Test, per FBC, TAS 202-91f • • •. . 4) Forced Entry Test, per FBC 2411.3.2.1, and .laS'Q,202-9;. • along with marked —up drawings and installation diagram of apraes 200 aluminum . • horizontal rolling window, prepared by Hurricane Engineering & �I esting, J�p�., Test. • •: • Reports No. HETI-06-4085, HETI-06-4086, HETI-06-40$7,.HETI-06-4094 HETI-06-4179, dated 02/26/07 and 07/25/07, all signed and sealed by; fael A. Droz—Seda, P.E. (Submitted under NOA's No. 07-0511.10 and 07-0813.05) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 200 aluminum horizontal rolling window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-06-4089, HETI-06-4090, HETI-06-4092, HETI-06-4095, HETI-07-4126 and HETI-07-4282, dated 02/26/07 and 07/25/07, all signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA's No. 07-0511.10 and 07-0813.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 56 Edition (2014), dated 12/29/14, with revision dated 06/01/15 and updated to the FBC 6th Edition (2017) on 06/30/17, prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 Manuel , P.E. Product Contr aminer NOA No. -0717.03- Expiration Date: August 01, 2022 Approval Date: August 10, 2017 E-1 SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 4. TREMCO Part No. Vulkem 116 LV White Polyurethane Sealant complying with ASTM C1183- 0.135-0.169fl.oz./min., ASTM C661- ±40 A, ASTM C12 1-:PASS-6 Hrs., ASTM C679- 30 Hrs., ASTM C510- No • &tit, A$•T•M • C794 • • Aluminum 18-22 PLI, Concrete 20-25 PLI AND Brick 19-2,3PLI, ASTI14: C793....:. PASS, ASTM C719- ±25% and ASTM D412- 150-200 PSI. • .... • • '' •.•. F. STATEMENTS • • 1. Statement letter of conformance, complying with FBC 6th Fd tioe(2017),.1aCt of ra financial interest, dated 06/30/17, issued by Al-Farooq Corpo7a i n: signed and sealed •• by Javad Ahmad, P.E. • 2. Laboratory compliance letter for Test Reports No. BT-SIW-i4-0?E dated 09/25/111. • • •: and BT-SIW-14-017F, dated 09/22/14, issued by Blackwater Testing„ lid., both signed and sealed by Yamil Gerardo Kuri, P.E. (Submitted under previous NOA No. 15-0102.01) 3. Proposal issued by the Product Control Section, dated 09/19/14, signed by Jaime D. Gascon, P.E. (Submitted under previous NOA No. 15-0102.01) 4. Laboratory compliance letter for Test Reports No. HETI-06-4085, HETI-06-4086, HETI-06-4087, HETI-06-4089, HETI-06-4090, HETI-06-4092, HETI-06-4094, HETI-06-4095, HETI-06-4179, HETI-07-4126 and HETI-07-4282, issued by Hurricane Engineering & Testing, Inc., dated 02/26/07 and 07/25/07, all signed and sealed by Rafael E. Droz—Seda, P.E. (Submitted under NOA's No. 07-0511.10 and 07-0813.05) G. OTHERS 1. Notice of Acceptance No. 15-0102.01, issued to SIW Impact Windows, LLC for their Series "200 StormSafe" Aluminum Horizontal Sliding Window — L.M.I.", approved on 06/18/I5 and expiring on 08/01/17. TC24/61���.�� Manue ez, P.E. Product Cont examiner NOA N i . 7-0717.03 Expiration Date: August 01, 2022 Approval Date: August 10, 2017 E-2 • • ••• • • • ••• • •• • • • • •• •• • • • • •• •• •• • • • •• •• • • ••• ••• • •• • • •• • • • • • • 74' 6' MAX. WINDOW WIDTH 8' 12' MAX. FA SU OF — j _ HEAD/SILL CORNERS O r HEAD/SILL I I I : I I I WINDOW HEIGHT 69 7/8' Li' m —I © —,i J _ — I II II II II n II 21 11 it IIV ' II 1T iiit O II II Y. tf� ==--1r---- II I C 1 1 1 1: 32 1/2' 1 11 1 32 1/2' D.L OPC. 37 1/8' __ ___ D.L OPG. io ADDL. ANCHOR AT MTG.STILE ENDS 4 FOR CAPACITY SERIES 200 STORMSAFE ALUMINUM HORIZONTAL SLIDING WINDOW APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.S./H.S. OR HORIZONTAL SLIDING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO EN11RE SYSTEM. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 THRU 4. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY W000 BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUED PRODUCT LOADS TO THE BUIDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SWILL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. ALL SHIMS TO BE HIGH IMPACT. NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL • • • • • RFAC� UE e TI • • •• •• • • • • •• • • •• •• • • ••' • • 64I. WINDOW WIDTH • • • • • • 8' 12' MAX. 4UL _ 1 • MEAD/SILL • CORNERS • • • • ••• • • • •• (•71•RE • I I HEAD/SILL I WINDOW HEIGHT -i •••• 69 3/8' • • J • m _ •.. • J p — - i I I 1 ' I�OPTIC I I ..; . II II II 1r u 1T- I mG I -- II II II + -- II IIII �I I 1 1 II II ----u---- II II II — I I I --I 24' 1 I' 49 1/4' l 1 24' 1 D.L OPG. 28 5 `88' / D.L. OPG. ADDL ANCHOR �AT MTC. STILE ENDS D.L OPG. 28 5/8' m FOR CAPACITY TYPICAL EIFVATW NC THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. PRODUCT REVISED as complying wills the Florida Building Code Acceptance No '47t ? E Pixot Dec By Miam • .. Induct Control MUNT1NS ICE APPUED NAL A z b �� mot a Opp gES4 s tQ I"e 6 ali 4641EF 6 AA drawing no. W07-28 sheet 1 of 8 m 1/8" ANN. GLASS .090' Interlayer Salk: Ckor And Color Glass By 'Eastman Chemlcal Co.' \ /_l/8ANN. GLASS • °VIP MCI Le Arr."' r0 GLASS TYPE 'A' 11/32" OVERALL 3/16GL " --H.S.. J 090" lnterlayer r-SentryGlos t \illy_ltraray America, Inc 3/16�H.5. GLASS SILICONE DOW CORNING 995 AT 1/4 POINTS ON LTTES WIDER THAN 36" GLASS TYPE 'C' 15/32" OVERALL 'SILICONE LW CORNING 995 AT 1/4 POINTS ON UTES ,WIDER THAN 36' z 9A W • • ••• • • • ••. .• .• . • •• • •• .• . • • •• • • • • •. •• •• • • • •• •.•• • •• • • . •• • • •• • • • ••• • • • . ..• 3/16' ANN. GLASS .090" Interlayer r Saflen Clear Aid Col•r•Glass • • • • • • 1 By 'Eastmar• Ch•nical CO' • • • • • • • \ • • • • • . • • • • • • • • • • • • r3/l6►ANN. I .SS • • • • • • • • • • •• • ••• • GLASS TYPE 'B' 15/32" OVERALL IIy�• •• • • •• ••• •• DdW�rN�+�i 99 • • • • • • • • • • • • •• • • • • •• • •• • • • • • ••• •• AT 1/4 POINTS ON UTES WIDER THAN 36' 8" TEMP. GLASS \ 1/4' AIR SPACE 1/6" H.S GLASS .090" Interlayer rr Tros4d PVB 1 By 'kuroray America, Inc.' C N 1/8. H.S. GLASS 1/4" X 1/4" ALUM SPACER tri re I•61°11 a 0 GLASS TYPE 'D' 11/18" OVERALL GLAZING OPTIONS SILICONE DOW CORNING 995 AT 1/4 POINTS ALL SIZES 1 an ° -/16"'HEAT STREN'D GLASS '-090" Interlayer Trosltol PVB 7 By 'kuraray America, Inc.' OR C-' 090' Interlayer' — i Sofkz Clear And Color Gloss 4. By 'Eastman Chemical Co.' \ \ - 3/16" HEAT'STREN'D GLASS +SILICONE DOW CORNING 995. 19 AT 1/4 POINTS ON UTES 'WIDER THAN 36" GLASS TYPE 7/16" OVERALL J JUL fJ Zui/ PRODUCT REVISED complying with the flerlda Duild;ag code •0711.0 Aocepteac Fzairtliat Date Bye Mien 43 5 0 9 1 drawing no. W07-28, (sheet 1.1 of 8 • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • DESIGN LOAD cAPAcrrY - PSF (ao OR OX SIZES) • • • • • • • • • • r t'� V ( COMP-ANL\W07-28S1W W/O STEE1. REINIOECING MTH STEEL RED4PO8CING WINDOW DIPS. 33 MISS TYPE GLASS '8' & TYPES 'D' GLASS TYPE 'E' GLASS TYPE 4 'C GLASS TYPE a • 'C• • • • • • • • 1 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL. (306) 264 9100 FAX. (305) 262-6978 WD1H HOOKEXT.(+) 9R.(-) EM.(+) INT.(-) EXL(+) -91T.(-) EXT.(+) Da.(-) EXI$+) L9T • • • 1/2W) • (1/2W) 24' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 • • • •- •• •• • • • • • • i • 1 'i • 36' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 • • • _ • • • • • • 48' 24' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 • - • - • • • • •••' ll 60' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 72' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 24" 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - • • - • • • • • • • • • 36" 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - • • • -•1E• • • 4DP9tAT140 TENTS T• BE 1/2 OF THE WINDOW WIDTH • • • • •• • 48" 36' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - •- • • • • • • • XU OR OX 60' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - •-/a • _ • • • • • 72' 70.0 70.0 70.0 70.0 700 70.0 80.0 100.0 - - • • • • • •• 24' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 36" 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 48• 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 60' 48, 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - �S-200 SrORMSAFE ALUM HOPoZ. ROLNG 95*. (LM.IJ)- SIW IMPACT WINDOWS, LLC. 975 S. CONGRESS AVE. #102 DELRAY BEACH, FL. 33445 TEL (561) 274-9392 FAX. (561) 274-9262 72' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 84' - - - - 70.0 70.0 - - - - 90' - - - - 70.0 70.0 - - - - 96" - - - - 70.0 70.0 - - - - 24' - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 36' - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 48" 60" - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 60" - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 72' - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 84' - - - - 70.0 70.0 - - - - 24' - - - - - - 80.0 100.0 - - 36• _ _ _ _ - _ 80.0 100.0 - - 48' 72' - - - - - - 80.0 100.0 - - 60• - _ _ _ _ - 80.0 88.0 72' - - - - - - 77.9 77.9 80.0 100.0 26-1/2' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 37' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - C u 'o R 6 o 8 P d i iY . B . i ~ I( B 53-1/e' 26 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 74" 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 26-1/2' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 37 _ 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - APPLIED SILL RISER (ITEM #25) REQUIRED WHEN 53-1/8' -3/e, 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - EXT.(+) PRESSURE EXCEEDS 70.0 PSF ONLY. 74' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 26-1/2" 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 37' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 :00.0 - - 53-1/8' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - .t 74' 50-5/8• 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 NOTE: GLASS CAPACITIES ON THIS SHEET e4'« 70.0 70.0 ARE BASED ON ASTM E1300-09 `o a v . r4 R s V- r^ s g $ 8 90• - - - - 70.0 70.0 - - - - (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION 96' - - - - 70.0 70.0 - - - - DECLARATORY STATEMENT DCA05-DEC-219 i °c_ W .. 26-1/2' - - 70.0 70.0 70.0 70.0 80.0 100.0 - - ;-. r--� ,--. 8 S 37" - - 70.0 70.0 70.0 70.0 80.0 100.0 - - N\111111// ',r, 53-1/8" 63• - - 70.0 70.0 70.0 70.0 80.0 100.0 - - `N\\\ ��.p� . 74' - - 70.0 70.0 70.0 70.0 80.0 94.2 - - y •• i 17 26-1/2' - - - - - - 80.0 100.0 - - PRODUCT REVISED 37' - - - - - - 80.0 100.0 - - _ as emnp! with en Florida - yym�ngg �_ Saildita000 ' _ i drawing no. p W07-28 53-1/8" 74 _ _ _ _ _ _ 80.0 92.7 - - / ! O •• Acceptance No '0% -5 ,{�� EOF • t(/, 74' - - - - - - 73.5 73.5 80.0 100.0 Expiration Date- '• • 2 �1: WIM ADDL. ANCI101t AT 1010. STILE ENDS •t� H � t�S•F•..•. ;\� 54i 1 t '77/�/oi1iA�\1\\`\�` (sheet 2 of 8 . ••• . • . •.• •• .• • • . • .• .• • • •. • •. • • • • • • • • .•• . • _:- - - • •• _ • DESIGN LOAD CAPACITY - P8P (X0 OR OX SIZES) WINDOW DIMS. W/0 STEEL REINFORCING WITII STEEL REINFORCING MASS TYPE •A' GLASS 'S. & TYPES 'D' GLASS TYPE 4 •C' GLASS TYPE 4 'C• WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(4) WT.(-) 54' 63' 72' 81' 24 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.D 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 54' 63' 72' 81' J6• 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - - 70A 70.0 80.0 100.0 - - 54' 63' 72' 81" 4B• 70.0 70.0 70.0 70A 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - 54" 63' 72' 81' 60' - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - 54' 63' 72' 81' 72 - - - - 80.0 97.8 - - - - - - 80.0 1 88.1 - - - - - - 80.0 81.2 80.0 100.0 - - - - 76.3 76.3 80.0 100.0 55-1/2' 79-3/4" 83-1/4' 26' 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 55-1/2' 79-3/4' 83-1/4' 38-3/8' 70A 70.0 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - 55-1/2' 79-3/4' 83-1/4' 50-5/8' 70.0 70.0 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - 55-1/2' 79-3/4' 83-1/4' 63• - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 96.5 - - - - 70.0 70.0 80.0 95.0 - - 55-1/2' 79-3/4- 83-1/4' 74' - - - - 80.0 92.3 - - - - - - 73.6 73.6 80.0 100.0 - - - - 72.0 72.0 80.0 100.0 (1/3) (2/3W) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH XO OR OX WIM ADDL ANCHOR AT MTG. STILE ENDS • • • • • • • • • • • • •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .• • • . •• • • • .• •. • • • • • •• •• • • • • • • • • •• APPUED SILL RISER (ITEM #25) REQUIRED WHEN EXT.(+) PRESSURE EXCEEDS 70.0 PSF ONLY. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-21 9 JUL G 7 c$tii O1T11 IIIT I7j''• PJ •,p,QTc�^rge7 PRODUCT REVISED10,/oivkf:Dwldagcodal.p11.Q3I Aoccpmna tau E wtiiu Ocoa• 'I,By 1 ; .MiamiA`, . '11111111111\ as complying with lba Florida * toI1 ) Z h 0t W • aZ 2V O • oo^ ( O O & rtisi 0 0 00 8 0 0 drowing no. W07-28 sheet 3 of 8 . . .. .. • • . . DESIGN LOAD CAPACITY - PSF (X0I SIZES) WINDOW DINS. E/0 STEEL REINFORCING WITH STEEL REINFORCING GLASS TYPE GLASS 'B' TYPES & 'D. GLASS TYPE 'C' s GLASS TYPE 'C s W10TH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXL.(+) INT.(-) FXT.(+) ENT.(-) 72' 84' 96' 108' 24• 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 72' 84' 98' 108" 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 72' 84' 96' 108' �• 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 72' 84• 96' 108' 60" - - 70.0 70.0 80.0 100.0 - - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - 72' 84' 96' 108' 72• - - - - 80.0 100.0 - - - - - - 80.0 92.5 - - - - - - 80.0 84.1 - - - - - - 77.9 77.9 80.0 100.0 74' 106-1/4' 111• 28' 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 74' 106-1/4' 38-3/8. 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 60.0 100.0 - - 1111 70.0 70.0 70.0 70.0 60.0 100.0 - - 74' 106-1/4" 111' 50-5/8' 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 60.0 100.0 - - 74• 106-1/4' 111' 83• - - 70.0 700 80.0 100.0 - - - - 70.0 70.0 80.0 96.5 - - - - 70.0 70.0 80.0 94.2 - - 74' 106-1/4' 111" 74' - - - - 80.0 98.1 - - - - - - 75.6 75.6 80.0 100.0 - - - - 73.5 73.5 80.0 100.0 (1/3W) (1/W) (1/3W) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH XOX WITH ADDL ANCHOR AT WIG. STILE ENDS • . • . • .. • . . . . •- • . . ... •• . .• •• • • • . .• . . • •.• • . • _ •. • • . .•. DESIGN LOAD CAPACITY - PSF (FOX SIZES) • • • • !ENDOW DOW QMS. 11/0 STEEL REINFORCING WITH STEEL REINFOECING • GLAS• WOE • • 'A• • 'GLASS TYPES • • '' It �• D GLASS TYPE s 'C' GLASS TYPE •C 1 ATM •HE1are Etr.(+) 114.c-f 0 .(+) , Inc-) EXT.(+) ENT.(-) EXT.(+) ENT.(-) 1 . • 1 w' • •84' • 96' 108• 24• 40.0 • 111.0 WO 9 7E.o 80.0 100.0 - - •tot • 70.0 • M •70.0 80.0 1D0.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 72'. • LW 96•• • 108: • • • :� : • • : : WO ♦ •70.0 • • •70.0 • • 70.0 80.0 100.0 - - :70: • �.0 il s 70.6 • 70.0 80.0 100.0 - - • 70k .70.0 • 70.0 • 70.0 80.0 100.0 - - • • • • • .70.0 •• ' 70.0 80.0 100.0 - - 7!• 84' 96' 108' • 48• 70.0 70.0 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - 72' 84' 96' 108• 60• - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - 72' 84' 96' 108' 72' - - - - 80.0 97.8 - - - - - - 80.088.1 - - - - - - 80.0 81.2 80.0 100.0 - - - - 76.3 76.3 80.0 100.0 74' 106-1/4' 111' 28' 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 74' 106-1/4' 111• 38-3/0' 70.0 70.0 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - 74• 106-1/4• 111' 50-5/8• 70.0 70.D 70.D 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - 74' 106-1/4' 111' 63' - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 96.5 - - - - 70.0 70.0 80.0 95.0 - - 74• 106-1/4• 111' 74' - - - - 80.0 92.3 - - - - - - 73.6 73.8 80.0 100.0 - - - - 72.0 72.0 80-0 100.0 (1‘4W) (1/3W) (1/,4W) C• OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH X 0 X APPLIED SILL RISER (ITEM #25) REQUIRED WHEN EXT.(+) PRESSURE EXCEEDS 70.0 PSF ONLY. WITH ADDL ANCHOR AT ARG. STILE ENDS NOTE: GLASS CAPACffIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5-DEC-219 ' �• 'i a \\\\11111111/// PRODUCT REVISED * complying wide Me Florida Huildmg Code Aoceptnxe No / • /7• Expiation Done BY ?Aim Dede . e 1/1111 • VI 3 8. 8 -J 8 0 n 0 0 0 0 2 c drawing no. W07-28 fT10Y' •' ��� 11111\ sheet 1BY WOOD BUCK •a •• i 4'. • TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • EDGE DIST. . • ii i! O ii E. II II !I !1 (.4 • •! • • 142 EDGE DIST. a) WI METAL STRUCTURE APPLIED SILL RISER SEE NOTE ON SHEETS 2 THRU 4 3 r • TYPICAL ANCHORS SEE ELEV. FOR SPACING • • ••• • • • ••- •• •• • • • • •• •• • • • • • •• • • •• • • ••• • • - • • •• •• - •• • - • •• _ • • • - • TYPICAL ANCHORS SEE ELEVS. FOR SPACING • • • • t•----__3.____T_il EDc• D. • • 0 MIAMI—DAYS COUN•f•APPROlED• I r • • • • 1 MUM/ & M•LLION ANCHORY 1 I • •• •• SEE SEPP&ATE NOA • • •�1 •• i • •It• ••• AvED •!1 • -• • - 1.4 • • • • - • • • • • • • • •• - • • • LTYPICAL ANCHORS SE_ ELEV. FOR SPACING SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYUC SEALANT. WEEPHOLES: W1 = 1" X 1/4" WEEPHOLES IN PAIRS (2) ON VENT AREA AT 2" FROM ENDS AND 26" 0.C. (4) UNDER FIX. UTE AT 18" 0.C. W2 = 1-3/4" X 1/4" WEEPHOLES WITH NYLON BAFFLE (2) ON VENT AREA AT 15" FROM ENDS AND 24"'0.C. (3) UNDER FIX. LITE AT 16. O.C. EDGE DIST 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING aj DIST TYPICAL ANCHORS SEE ELEV. FOR SPACING 2 WOOD BUCKS AND METAL STRUCTURE NOT BY S.I.W. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 /4" DIA. UI TRACON BY 'FLCO' (Ft -t77 KSI. Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES' - 1-1/2" MIN. -PENETRATION INTO -WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY., 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY. _ 1-1/4" MIN. EMBED INTO CONC. OR MASONRY, #14 SMS OR SELF DRIWNG SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) .12 SMS OR SELF DRIWNG SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 1-3/4" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. WOOD AT HEAD. SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS fc = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 P51 MIN. JUL 072w7 PRODUCT REVISED complying with the Florida _ Budding Cafe I— Acceptnoc a No t oyi v3 Expiration Date 1% By Mi OF Qom''•... t. %ONA�.1 ) 3 001 B Dog 0 a 2 8 a drawing no. W07-28 sheet 5 of 8 METAL STRUCTURE 0 _SCREEN OPT10 2X3 FOAM PAD AT TOP & BOTTOM VENT WIDTH D.L. OPG. -_SCREEN OPTIONAL • • ••• • • • ••• •• •• • • • •• • •• •• •• • • • • •• •• •• •• • • • • • • •• •••• •• •• •• • • • •• • • • • _ ••_ • ••• • ••• • • • • • • • • • • • • M 18—DADE COUNTY • • • • • • • • • APPRD CUPPED MULLION� • • • • • • I/41MAX. •SEE SEPARATE NOA / 0Pn0HAL•11, • • • Win• 11SPRING LATCH • TYPICAL ANCHORS r = --� SEE ELEV. /8 FH SMS FOR SPACING 2/ LATCH % I lB REINFORCING BAR REQD. WHEN LOADS EXCEEDS 70.0 PSF EXTERIOR 0X OPPOSITE OPTIONAL TO D.L. OPG. SPRING LATCH #8 FH SMS 2/ LATCH D.L. OPG REINFORCING BAR REGD. WHEN LOADS EXCEEDS 70.0 PSF EXTERIOR WINDOW WIDTH XOX LAYOUT 1BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH 1/4' SHIM MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING 2 WOOD BUCK STRUCTURE la u 7 Ct i! PR{JTL)CT REVISED aY complying with Ow Flaride Building 0,4• — Acceptance Na 1 . 03 — Expiratiun Uwe _WT K' 'ti:- drawing no. W07-28 • • ••• • • • ••• •• •• ••• • • •• •• • • • • • • •• •• ••• • • • • •• •• ••• •• •• •• • • • •• • • • • • Q FRAME HEAD .812 3.000 O FRAME SILL .062 .250 .437 1.424 O SILL TRACK -1.328-- O VENT TOP/BOTTOM RAIL 2.312 -- 2.354 .078 -T 2.083 1.248 -1.500 �1 JAMB STILE O FIXED MTG. STILE 1_1.797 3.000 .078 3.200 F-.937�1 .812 -- I 2.297 O FRAME JAMB (VENT SIDE) r-1.1251 .078 o62 TYP3.062 3.000 1.248 .937 2.124 © FRAME JAMB (FIX. SIDE) •• • •• .w. . • • ITRM PART / QUANTITY DESCRIPTION MAlERIA1, NANF./SUPPIJEB/REMARKS 1 S1W201 1 FRAME HEAD 6063-T8 - • 4 FRAME SLIM 6063-16 - 3 • SIWl1% ft I. • • 6063-T6 - a _ •SIW20: • i FRAME JAMB VENT SKIE) 6063-T5 - • p 1 SIW1.3y • t •94E j#Y, �lX SIDE) 6063-7S - % • SIW!06 •1/ • VENT FIXED MTG. RAIL 6063-T5 - 6 SIW107 2/ VENT VENT TOP & BOTTOM RAIL 6063-T5 - 7 SIW105 1/ VENT VENT INTERLOCK 6063-T5*swot- • • • •o• 1)s VENT NNT ftT•JZJ§ STILE 6063-T6 - A. 2 • AS F.1QD• GLAZINOABFAD (3/8' GLASS) 6063-T5 - 9e1 C64.8 • .S•REQD• ALT. C i C BEAD (3/8" GLASS) 6063-T5 - • •SIW70� �5 19400 QUZWO BEAD (7/16" GLASS) 8063-T5 - 9.1A SIW127 AS READ. ALT. GLAZING BEAD (7/16" GLASS) 6063-T5 - 98 SIW117 AS REOD. GLAZING BEAD (LAM. NAIL GLASS) 6063-T5 - 11 2K356B22 2/ VENT SWEEP LATCH, AT 15-1/2' FROM EACH ENO - MASSOUD & BROS. CO. 12 SIW109 2/ VENT SPRING LATCH, AT 15-1/2" FROM EACH END 6063-T6 - 13 - AS REOD. FRAME & VENT ASSY SCREWS - #10 X 1-1/2" PH SMS 14A - 2/ VENT FIXED RAIL SCREW AT TOP - #12 X 1-1/2" PH SMS 148 - 2/ VENT FIXED RAIL SCREW AT BOTTOM - #12 X 4" PH SMS 15 SIW207 4/ VENT ROLLER HOUSING & GUDE DELRIN - 1 6 SIW208 2/ VENT ROLLER - BRASS OR ST. STEEL 17 51W209 2/ VENT ROLLER PIN ST. STEEL - 18 - 5/ WOW. BAFFLE NYLON - 19 - 2/ LfTE SETTING BLOCK, DUROMETER 85±5 SHORE A EPDM - 20 W23201NG AS REOD. TOP & BOTTOM RAIL WSTRIPPING - ULTRAFAB OE EQUIV. 21 9302BL AS READ. FRAME JAMB W STRIPPING POLYPROPYLENE CENTRAL PLASTICS 22 - OPTIONAL SCREEN - 5/16" BOX 23 U4513 AS REOD. BULB W'STRIPPNG - SCHLEGEL 24 5531 AS REQD. EXTERIOR GLAZING SPACER, DUROMETER 7035 SHORE A SANTOPRENE CENTRAL PLASTICS 25 5530 AS REQD. INTERIOR GLAZING SPACER, DUROMETER 7035 SHORE A SANTOPRENE CENTRAL PLASTICS 26 SW1211 AS REQO. SILL RISER 6063-T5 - 4 .64�4IyI-- T-bdi 1.177 .812+.050 1.177 .184� 0 GLAZING BEADS (3/8" GLASS) 26 SILL RISER .155 .200 .290 -11^.063 120 1. .240 ;• .140 OSB -LII---f 24 EXTERIOR GLAZING SPACER ©5 INTERIOR GLAZING SPACER SCALE 1:1 WAX 1:1 .5511- 1.551 812 I I� O50 1.177 .216 .184 GLAZING BEADS (7/16" GLASS) e .290 I-- .812 50 1.177 .184 sa GLAZING BEAD .(LAM. INSUL. GLASS) 1.495 .078 - - 1.304 -- JULU n •, i 1„l7 1.122 1'R`JDUCT' REVISSO yin' with 1tr F Buildio Code Acceptance Nei -D 'Expiration Dale A`11111111T jA `\IP). AFllly�A�\ iti‘V gn a 0 U 0 u c 0 4, a 0 c V. R S 2 9 YS Q drawing no. W07-288 (sheet 7 of 8 ) VFNT TOP/ROTTOM CORNFR.S FIXED MTG. RAIL CORNER • • •• • • • • • • • • • • • •• • • • • • • • • • • • ••• • • •• ••• •• •• • • • • ••• • • • ••• •• •• • • • •• •• •• •• • • • • • • • • . • • • • ••• •• • •• • • •• •• • •• • • • • • ••• • • • • .. FRAME TOP CORNER FRAME BOTTOM CORNER AT MOVING END FRAME TOP CORNER FRAME BOTTOM CORNER AT FIXED END JULG ( ::1{t77 'RODUCT REVISED u cumplyin8 wW the Fladda t;oildio Code Ameptaoce No Ewimtian Date By Miami -o 03 ONAI_ I(tlltllot drawing no. WO7-28 (sheet 8 of 8 we 12= Business Professional Regulation djr BCIS Home I Log In I User Registration Product Approval USER: Public User DBPR HOVE ABOUTDBPR DBPR DiVIs10Ns CONTACT DBPR Hot Topics I Submit Surcharge 1 Stets & Facts Publications Contact Us 1 BCIS Site Map 1 Links 1 Search Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer FL15210-R6 Revision 2017 Approved 0 Plastpro Inc. / Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440) 969-9773 Ext 16 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 18 scottjohnson@plastproinc.com Ron O'Connell 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 16 ronoconnell@plastpro.com • • • . • •• • • • • • .. . ••.. • • • • •. .• • • • • • • • • • • • • • • • • • • • • • •• • • • •••••• • • • • . • •• •. • • • •••••• ••• • . •.•..• • • ••••• • • •••.• •••••• • •. •••••• • • • . • • • • •• • Exterior Doors Swinging Exterior Door Assemblies •• • • • • • • •• • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Cl Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. Q Validation Checklist - Hardcopy Received Certificate of Independence FL15210 R16 COI (mil Certificate of Independence.pdf Referenced Standard and Year (of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 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 ASTM E1300 ASTM E84 ASTM G26 G 155 TAS 201, 202, 203 Florida Licensed Professional Engineer or Architect FL15210 Rf Uuiv (a) Equivalency of Standards.pdf Method 1 Option D 08/13/2017 09/18/2017 09/20/2017 12/12/2017 2004 2005 1995 2005 1994 FL # Model, Number or Name Description • • i••.: ��--•. 15210.1 a. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door • • 6'8 "Impact" Opaque Fiber ass•SIngleOoo� -. • • Inswing/Outswing (X - GD71MgUretion) •. • • • • Limits of Use Approved for use In HVHZ: Yes Installation Instructio• • ns • • • FL15210 R6 lL(b) Inst1S220.1.pdf• Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.1 for Design Pressure Ratings, any Verified By: Lyndon F. 3Mjrflittt P.E. 43409 • •. • • • •• Created by Independent•Third Party: ',U..: • • • • • • Evaluation Reports ••• FL15210 R6 AE (b) MI 152:0.1.pdj •• additional use limitations, installation instructions and product particulars. Created by Independent Thl rd Party: •Yec.: • I -•• • • • •• -- .-_ - --- — • • • — - - - • • t•-.— 15210.2 b. Smooth/Wood Grain/White Wood . Grain/Rustic/Mahogany Series 0 Fiberglass Door 6'8 "Impact"'Opaque Fiberglass Singlet ;? with Sidelite or Sidelites - Inswing/Outswing (OX or XO; OXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes •Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product 'particulars: Installation Instructions FL15210 R6 U (h) Inst 15210.2.pf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 5 AE (b) Eval 15210.2.pdf Created by Independent Third Party: Yes 15210.3 c. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 6'8 "Impact" Opaque Fiberglass Double Door with or without Sidelites - Inswing/Outswing (XX; OXXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R6 II (b) Inst 15210.3.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (b) Eval 15210.3.pdf Created by Independent Third Party: Yes 15210.4 d. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 6'8 "Impact" Glazed Fiberglass Single Door -- Inswing/Outswing (X - Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes InstallationInstructions FL15210 R6 II (b) Inst 15210.4.pdf Verified By: Lyndon F. Schmidt, P.E..43409 Created by Independent Third Party: Yes is Design Press' ure: N/A Other: See INST 15210.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Evaluation .Reports FL15210 R6 AE (b) Eval 15210.4.pdf Created by Independent Third Party: Yes 15210.5 e. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 6'8 "Impact" Glazed Fiberglass Single Door with Sidelite or Sidelites - Inswing/Outswing (OX or X0; OXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.5 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 135 II (b) Inst 15210.5.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (b) Eval 15210.5.pdf Created by Independent Third Party: Yes 415210.6 f. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0= Fiberglass Door _ 6'8 "Impact" Glazed Fiberglass Double Door with or without Sidelites - Inswing/Outswing (XX; OXXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.6 for, Design Pressure Ratings, any additional use limitations, installation instructions and product' particulars. Installation Instructions FL15210. R6 II (t) Inst 15210.6.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (b) Eval 15210.6.pdf Created by Independent Third Party: Yes 15210.7 g. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.7 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. •. Installation Instructions.: • • • FL15210 B. II (b) Inst .15210.7.p ff. Verified By: Lyndon F. S igycit! P.E. 4a4G4 • • Created by Independent Third Party: 1'es Evaluation Reports • •• • • p • • • FL15210 R6 AE (b) E7a1 1St10.7.pdf• • • • Created by Independerjt•PMrd'Party: Yes 8'0 "Impact" Glazed Fibeeglas$,Single Door Outswing (X - Configuration) • • • • • • • • • •• • ••• . • • • • • • •••••• • • 00000 • • •••••• •• • • • . • 15210.8' h. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door r 8'0 "Impact" Glazed Eibetglass.Single gpor with SidrMte•or• Sidelites - Outswing (OX or XO; OXO tc.otrfigurations) • Limits of Use Approved for. use in HVHZ: Yes Approved for Use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.8 for Design Pressure Ratings, any i 'additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R¢ II ,(b) Inst 15210.8.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE' f) Eval 15210.8. Wdf Created by Independent Third Party: Yes 15210.9 i. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Glazed Fiberglass Double Door with or without Sidelites - Outswing (XX; OXXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.9 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 6,6 II (¢) Inst 15210.9.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 RF a (b) Eval 15210.9.p_dl Created by Independent Third Party: Yes 15210.10 j.-Smooth/Wood Grain/WhiteFWood Grain/Rustic/Mahogany Series 0 Fiberglass' Door 8'0 "Impact" Opaque Fiberglass Single Door-40utswing (X - 1 Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes -'Design Pressure: N/A Other: See INST,15210.10 for DesignPressure Ratings, any Installation Instructions FL15210 R6 II (b) Inst 15210.10.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes' - Evaluation Reports FL15210 116 AE (b) Eval 15210.10.W additional use limitations installation instructions and product particulars. r '" CratebIndePendntThird Party: Yes �- a 15210.11 k. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite or Sidelites - Outswing (OX or XO; OXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.11 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R6 II (b) Inst 15210.11.p Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R_Q AE (b) Eval 15210.11.p ff Created by Independent Third Party: Yes 15210.12 r I. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Opaque Fiberglass Double Door with'or without Sidelites - Outswing (XX; OXXO - Configurations) Limits of Use Amp"roved for use in. HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A ' Other: See INST 15210.12 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R� II (b) Inst"15210.12.p ff Verified By. Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (b) Eval 15210.12.Ddf Created by Independent Third Party: Yes • 15210.13 m. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Opaque Fiberglass Single Door with Surface Bolts - Outswing (X - Configuration) •••• • • • • •••• Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.13 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. . •• ••••.. • Installation Instructions' • • • • . • FL15210 R6 II (¢) Instfl$13©.13.pdf •.; •• Verified By: Lyndon F. Sohmdt. P.E. 43401 Created by Independent.T�yrjl Party: • %es • • • •„ Evaluation Reports •••• • •••••• • • FL15210 R6 AE (b) Eval 15�210.13. df ••••• Created by Independent`�iI�d;Party:•l�s• • ••:••' • • • • . •. •••••• . • 15210.14 n: Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series'0 Fiberglass Door 8'0 "Impact" OpaqueFi%erglaA,Doutte Do.r_with Surf,agC.. Bolts on Active Door p Iel ; O� tswing t1)Z -tonfigyration). •• • •• • •••••• • . Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes .Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.14 for Design Pressure Ratings, any additional use limitations, installation instructions and product- particulars. _ -, ..r • Installation Instructions • • • • FL15210 R6 ILI (b) Inst 15210.14.pdf Verified By: Lyndon F. Schmidt,•P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 116 AE (b) Eval 15210.14.pdf Created by Independent Third Party: Yes 15210.15 o. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Glazed Fiberglass Single Door utilizing the WINDSERT'"' an operational window insert - Outswing (X - Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.15 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R6 II (b) Inst 15210.15.p.at Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (^b)Eval 15210.15.p f Created by Independent Third Party: Yes 12521 Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ® ® ® d h e ek Credit Card j Safe urit�•.�>Frit .... • • • • • •••• • • • • •• • ••• • • •. • •• • • • • •••• • • • • • •••• • • • • • • • • • • •• •• .• •• • • • • • • • • • • • • • • • • • • • •• • •• • • • • • • plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series 0 Fiberglass Door INSWING / OUTSWING "IMPACT' GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as ilsted and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the'HVHZ" requiring wind borne debris protection, this product complies with FBC Sections 1609.1.2 & R301.2.12 and does not require an Impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1. i 1 q th 7. Oufswing configurations meet water infiltration requirements for'HVHZ". Al other configurations do not meet the water infiltration requirements for the "HVHZ" and must be installed only inn non -habitable 'I areas or at habitable locations protected by an overhang or canopy such that the angle between 1 the edge of canopy or overhang to s7 is less than 45 degrees. • • sip. • • • • • • • ^ n • •: •• •• ^�,ao 3 • i i fr • • .1 .-2 0 Z r 02/16/12 i _ N.T.S. 0 g • M.G. BY: JK mm • - - —_ = pm. ern LFS 3 • R - • • - s m . • - : • • Seejlibets 2 for hardware design pressure limitations 0pND1" ND' n FL-15210.1 a o MEET 1 a 12 O a 5. For 2)c stud construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 37.5MAX. OVERALL FRAME WIDTH 82.0" OVERALL FRAME HEIGHT - INSWING 81.13' OVERALL FRAME HEIGHT - OUTSWING / / / \ X / \ / / / \ m 0 z U 0 zo &" 0 0 TABLE OF CONTENTS • •• • SHEET If DESCRIPTION SHEET I1 DESCRIPTION • 1 Typical Elevations, Design Pressures & General Notes 7 Horizontal & Vertical Cross%8ctior$ ibilect tiviasolvy) 2 Door Panel Details 8 3-point lock details 3 Horizontal & Vertical Cross Sections (2X Buck) 9 3-point lock details 4 Horizontal & Vertical Cross Sections (1X Buck) 10 Buck and frame anch orWa • • • • • • 5 Horizontal & Vertical Cross Sections (Direct to Masonry) 11 • • •• Components • • • • . 6 Vertical Cross Sections (Thresholds) 12 Bill of materials • - • •• •- • •• - r-" ' ',?- ,-,-,-,.:1:: CONFIGURATION '4' ^MAX , 1= ,--_'FRAME : 4. DIMENSION' DESIGN PRESSURE (PST), :: POSITIVES NEGATIVE,.. •- X 37.S' x 82.0- +75.0 -75.0 1100 • • • • 4141, • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 0410 • • • 000 • • 5 z 0 fN (2017)\R-15210.1-6.dvq, CAP (PVC) 35.75' MAX OA. WIDTH D 0.7" HINGE STILE (LVL) ODOOR PANEL fiberglass EXTERIOR 2.8' 0.4 .: —�1- 11.2 °HORIZONTAL CROSS SECTION SEE HARDWARE TABLE SEE HARDWARE TABLE LATCH S11LE (LVL) CAP (PVC) HARDWARETABLE MANUFACTURER: MAX DESIGN... PRESSURE (PSF).. KNOB: DEADBOLT: SIGNATURE SERIES SIGNATURE SERIES (980) ± 75 SCHLAGE KNOB: DEADBOLT: 7" SERIES (FS1) B" SERIES (B60/62) ± 75 PAMEX LEVER FMB SERIES DEADBOLT: FD7SER63 ± 75 HOPE MULTIPOINT LOCK: HLS9000 3-POINT TONGUE ±50 ENDURA MULTIPOINT LOCK: TRILENNRIM 3000 (3.PT) •• ••• • • • • ± 75 • •• • See sheets 5 and 6 for multipolrbck detg. • • • • •• ••• •• • • • •• • •.• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • ••• • ••• • TOP RAIL (COMP.) INTERIOR FOAM CORE (POLYURETHANE - 1.9 PCF MIN.) RBERGLASS SKIN (0.125' MIN. THK.)�` BOTTOM RAIL (COMP.) EXTERIOR 1v °VERTICAL CROSS SECTION 0 B 0 0 N N 0 z waz 02/16/ 2 S LL N.T.S. DWG. Br: JK n¢ or: LFS DRAWING No.: FL-15210.1 st¢T 2 OF 12 640 • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •. .• • • • •• •• ••• • • • ••• • • 1-1/4" MIN. EMB. (IYP.) • e lu) 00000 1' ICI I x !I� I v 1I n C)HORIZONIAL CROSS SECTION Outswing shown (Inswing similar) 00 0.15" CSINK (n'P•) we ompa .17 • •.o: INTERIOR EXTERIOR .• •58 • 1-1/4" MIN. EMB. (TYP.) e• n• . • •• .• .w t s_• • • • . . ••• • • • • • • • •4. •. • • •• • O•2 HORIZONTAL GROSS S& TION s • • . •. . • • Outswing shown !neng sirr or) • • • . • • • •• • • • •• • •• • • • • • ••• • ••• • INTERIOR 33 VERTICAL CROSS SECTION 3 Outswing shown (Inswing simiar) UYcY h C 0 am x CO 88 0 ro� 20 w nn ^ a1r: 02/16/ 2 srw.0 N.T.S DWG. ert JK a«. Err: LFS COMM rq FL-15210.1 smut 3 of 12 ••• • • • • • • • • • •• • ••• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • a. 00 1-1 /4' MIN. EMB. (1YP.) C411 HORIZONTAL CROSS SECTION Outswing 1 X sub -buck (Inswg Ate) INTERIOR EXTERIOR 1-1/4" MIN. EMB. (TYP.) OHORIIONj/'L cRO,SS jECTiON• • • Shown wj,IXsub-oucc�F Outswingihown (Inswing sgrnd r) • • C)VEIMCAL CROSS SECTION Outswingown 1st own (Inswing Og sanlar) • • • . •• • • • •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0•• • • • 0•• • • 2S c 0. a a Se N n n G N O z z 0 ce ce DATE: 02/16/12 spur: N.T.S. DM. Eft JK OIC BY: IFS DMYINS NO. FL-15210.1 stir 4 or 12 ti z 0 U 0 0 • rc • 0 N INTERIOR EXTERIOR 11 HORIZONTAL CROSS SECTION Shown Direct 5 Masonry Outswing shown (Inswing similar) 22 HORIZONTAL CMSWITIQN• 5 Shown Direct todAaso vy • • • Outswing showr•(Iruwng similar) • • • • •• ••• •• • • • •• ••• • • •• • • • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • (DO • • • • • ••• • ••• • 0 VERTICAL CROSS SECTION Masonry Outs inownDg irect shown (Inswing sin or) P nr 00 N NN �On a �w ^Ao N — DATE 02/16/ 2 SCALE N.T.S DWa. m JK mx. er LFS CRANING No.: FL-15210.1 s* ET OF 12 000 • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • 0040 • • • 000 • • EXTERIOR INTERIOR °VERTICAL CROSS SECTION Outswng conf guration EXTERIOR INTERIOR 22 VERTICAL CROSS SECTION 6 Shown w/ ADA threshold •• ••• • • • • . •. • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • ••• • ••• • EXTERIOR INTERIOR No hi.. IA. wtir 15 j FTP 4 • 33 VERTICAL CROSS SECTION 6 Inswing configuration 0 s occ 01 2 cn O W 88 0 2R as mammal/ATE: 02// 2 s N.T16.S owG r+: JK arc By: LFS OWING NO.: FL-15210.1 wen' OFJ ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • O >v 11111 Ij _ 0 �1s.\ 0 �' 1-1/4" MIN. EMB. (TYP.) 0 °HORIZONTAL CROSS SECTION Shown Direct to Masonry. Outswing only w/ 4-9/16 jamb 55 VERTICAL CROSS SECTION 7 Shown Direct to Masonry. Outswkig only w/ 4-9/16 jamb INTERIOR 0 0 EXTERIOR 0 6 VERTICAL CROSS SECTION Shown 7 Outswing tw/N69/116Yjamb 0 kr 0 • • • . • • • • • • • • •• • • •• ••• 1-1/4" MIN. EMB. (TYP.) • ••• OHORIZONTAL CROSS SECTTOOI • 7 Shown Direct to Masonry • • Outswing only w/ 4-9/16' jamb • • • • .• • • •• • • • • 1-1/4" MIN. EMB. j1YP.) H3JI!ONTAL dRGS ECTION Shorn D'rr��cctt to ry Out yrj ig C,1, / 6-9 6Yiimb ••• • ••• • INTERIOR EXTERIOR 0 0 AIM oa 1-1/4" MIN. EMB. (TYP.) C)HORIZONTAL CROSS SECTION Outswing only w/ Masonry 6" jamb PART OR ASSEMBLY: 8s ae Q 1- N0 N DAM 02/16/ 2 SWLE N.T.S DM er: JK oat er: LFS DRAWING NO.: FL-152/0.1 mom 7 OF 12 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0•• • • • 0•• • • 0 301 2 R.W. BUILDING CONSULTANTS INC. MANUAL RAISED TONGUE GEAR SYSTEM 1 22OHOPPE MULTIPOINT LOCKSET NI390003•Point-Tongue •• ••• • • • • • • • • • • • •• ••• •• • • • 0 0 0 0 • ••• • ••• • • , • • • • • • • • • 23 MULTLPO►NTSTRIKE %II • • • 25 LIICH orDF418B0=TS�IK PLATE • • • • • Mime system* • • • • ••• • ••• • 2X BUCK 1X BUCK DIRECT TO MASONRY 2X BUCK 1 X BUCK DIRECT TO MASONRY 2X BUCK 1X BUCK DIRECT TO MASONRY STRIKE JAMB PART OR ASSEMBLY: 3-POINT LOCK DETAILS N N N BS ny N Z ONTE 02/16/ 2 SCALE. N.T.S cn z 0 cc K o•o. er JK w•c er: LFS Olues•1 NO. FL-15210.1 SMELT 8 ovj ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • •• •• 0 2012 R.W. BUILOINO CONHULTANTB INC. ENDURA TRN.ENNIUM 3300 3 pt. Lock 2X BUCK ••• ••• • • • • • •IIBUCK `• • • • • • DIRECT TO • MASONRY •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • ••• • ••• • STRIKE JAMB DETAIL O N 2 a n Z DAM 02/16/ 2 sue: N.T.S. DWG. BY: JK aac tm. LFS DRAWING NO.: FL-15210.1 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • MASONRY OPENING 2X BUCK • TYP. HEAD & JAMBS • V O BUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the corners maybe adjusted to moMtaaN the min. edge distance to mortarjoints. 2. Concrete anchorbcations noted as 7.1AX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, oddhbrat concrete anchors maybe required to ensue the 'MAX ON CENTER' dmensbn are not exceeded. 3 Concrete anchor table ANCHOR TYPE ...._.'SIZE ANCHOR -=� MIN - MIN. CLEARANCE TO MASONRY MIN. CLEARANCE TO.ADIACENT ; P iAPCON • 1/4 1.1/P T _ r two uttRACON• 1/ 4' — 1.1/ --- 4" 1' f I MY • TAPCON 3/16" 1.1/4" AS SHOWN 1.1/2' WOOD SCREW INSTALLATION NOTES: Maintain a minimum 5/8' edge distance, r end distance, & "o.c. spacing of wood screws to prevent the splitting of wood. STRIKE JAMB 2X BUCK 1X BUCK DIRECT TO MASONRY SEE HINGE DETAIL (TYP.) 4-9/16" JAMB MASONRY OPENING FRAME 2X BUCK DIRECT TO MASONRY JAMB (TYP.) (SEE SHEET 7) O 2X BUCK 01 X BUCK O0 DIRECT TO MASONRY TYP. HEAD & JAMBS 4-9/16" JAMB 6-9/16" JAMB DIRECT TO MASONRY JAMB (TYP.) (SEE SHEET 7) OADA SILL ONLY FRAME ANCHORING Masonry construction DIRECT TO DIRECT TO MASONRY MASONRY • rx,pulK • 248111i4• • • • • BUCK • • • • DIRECT TO • • MASONRY • •1X BUCK WUCK • • • • • • :X BUCK • • • • • • • • • ' • • • •• • • • • • • • MTCHdOEADBOLTd2 r/JL 6" (TYP.) to HINGE DETAIL Inswing DIRECT TO MASONRY 1X BUCK 2X BUCK ift. ••" Y teXp 1((yy . 0 pJpj f` 26 I � HINGE JAMB HINGE DETAIL Outs.Ing 0 0. a 211, U • 5 did m a: a. ca gr 0 Q Rg 0 NC 0 a r. y Q n h N ^ Z EWE 02/16/ 2 Sacs N.T.S mm. p) JK cHc er-. LFS WINO Na: FL-15210.1 mat 10 OF • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0•• • • • 0•• • • 30 OUTSWING THRESHOLD DLP (QOSR) 32 OUISWING THRESHOLD DIP (GOSH) 3' OUWSWING THRESHOLD Endua (Zseries) 5.625' 36 INSWING THRESHOLD Endura (2-Serles) 34 OUTSWING THRESHOLD Columbia High Dam (581) ISWING THRESHOLD 31 OUColumbia (575) OINSWING THRESHOLD Columbia 456" r 2.44" I 2.13" —� 1 OPOLY FIBER JAMB PIastpro 4.56' 1^ - 2.36" 22 OWOOD JAMB � o 2.088"6reN -- II1 —�I 0.52" f_ OWEATHERSTRIP Endura Force 5 • • • • • •• • •• • • • •• 4.56" ODOOR BOTTOM SWEEP rt:AINSWING TM w • : • • • • • • • •• • • • O ADA THRESHOLD DIP (ISCS) • • • • • • • • DLP • • • • • • • • • • • •• • •• • • • • • • • • • • • • • 1 i$ 0.03 1 a 8 NCR 00 RR WW as • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • nvt '4"—:•••w �o N a*ic:02/16/ 2 SCAM N.T.S Dea. JK mac. m: LFS COMIC NO, FL— 75210.1 st•Fr 11 or _2 U) Z 0 rn z • a Z 2 3 0 N 0 BILL OF MATERIALS ITEM • DESCRIPTION MATSU L A IX BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C 1/4" MAX. SHIM SPACE - D 1/4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G 3/16"x3.1/4"PFH ITW CONCRETE SCREW STEEL I 1/4" X 1-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL J 1/4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL K 1/4" X 2-1 /4" ITW CONCRETE SCREW STEEL L #10 X 2-1/7' PFH WOOD SCREW (1.15" MIN. EMBEDMENT) STEEL M 3/16" X 2-1/4" I1W CONCRETE SCREW STEEL N 3/16" X 2-3/4" ITW CONCRETE SCREW STEEL P 1/4" X 2-1 /4" PFH ELCO CONCRETE SCREW STEEL 1 POLY FIBER JAMB COMP. / VINYL 2 FINGER JOINTED PINE FRAME WOOD 7 WEATHERSTRIP FOAM 8 DOOR BOTTOM SWEEP VINYL 9 4" X 4" BUTT HINGE STEEL 11 #9 X 3/4" PFH WOOD SCREW STEEL 22 3 POINT "TONGUE" MULTIPOINT LOCKSET (Mfg. BY HOPPE) STEEL 23 MULTIPOINT STRIKE PLATE (TONGUE SYSTEM) STEEL 25 LATCH AND DEADBOLT STRIKE PLATE (TONGUE SYSTEM) STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT STRIKE PLATE (SECURITY) STEEL 29 ADA THRESHOLD ALUM 30 OUTSWING THRESHOLD ALUM/WOOD 31 OUTSWING THRESHOLD ALUM/WOOD 32 OUTSWING THRESHOLD ALUM/WOOD 33 OUTSWING THRESHOLD ALUM/COMP 34 OUTSWING THRESHOLD ALUM/WOOD 36 INSWING THRESHOLD ALUM/COMP 37 INSWING THRESHOLD ALUM/WOOD 38 INSWING THRESHOLD ALUM/COMP 40 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - 55 #10 X 1-1 /7' PFH SCREW STEEL 57 BACKING PLATE i EE1• • • 58 #8 X 2" PFH WS : STEEL : 60 MULTIPOINT STRIKE PLATE 46TEEL • • 62 ENDURA TRILENNIUM 3000 LOCK ASSEMBLY • •STEEL• •: ' • • • • • •• • • • ••• • •• • • • •• • ••• • ••• • • • • • • • • • • e • • • • • • • • • • • • • • • • • • • •• • •• • • • • • ••• • ••• • 0 ij na 00 01 N mn ^n �w N '-2 BM: 02/16/ 2 BOLE N.T.S BM BY: JK 0K. en LFS ORA•Na No.: FL-15210.1 slEET 12 cc 12. z z 0 V) ••• • ♦ • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4 canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 8. See drawing FL-15210.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01390365 TEL 01391846 ETC-05-255-16776.0 ETC-06-255-17412.0 ETC-07-209-19303.0 2. Drawing No. No. FL-15210.1 3. Calculations Anchoring 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Plastpro, Inc. is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 R W B C R W Building Consultants, Inc. Consulting and EngineeringServices for the Building Industry P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report Report No.: Dale: FL-15210.1 August 10, 2017 Product Category Sub Category Manufacturer Product Name Swinging Plastpro, Inc. Smooth / Wood Grain / White Wood Grain Exterior Exterior Door 5200 W. Century Blvd. Rustic / Mahogany Doors Assemblies Los Angeles, g , CA 90045 Series 0 Fiberglass Door Phone 440.969.9773 Inswing/Outswing - "Impact" Scope: Product Evaluation report issued by R, W Budding Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for Plastpro Inc., based on Rule Chapter No. 61G20-3, Method 1D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements Including the "High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be betel dressing or stucco. • • • • • • • • • 3. When used in the "HVHZ" this product complies with Section 1626 of the Florida Building Code and does not lequire'ah'glact resistant covering. • • • •4. When used In areas outside of the "HVHZ" requiring wind borne debris protection this product complies ith FBC Sections 1609.1.1 &• • •: R301.2.1.2 and does not require an impact resistant covering. This product meets missile level "D" and includes Win: Zerls a as • defined in ASTM E 1996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1. • • • • • • • • • 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x bucliaaggrty conetwitqa 6. Site conditions that deviate from the details of drawing FL-15210.1 require further engineering analycis•by a licensed engineer or•• registered architect. •• •• ••• • • 7. Outswing configurations meet water infiltration requirements for "HVHZ". All other configurations do nQt meet the water infiltration • requirements for the "HVHZ" and must be installed only in non -habitable areas or at habitable locations puotested by gi nerl ang or • •• • Test Standard Testing Laboratory Signed by TAS 201-94, 202-94 & TAS 203-94 Testing Evaluation Lab., Inc. Lyndon F. Schmidt, P.E. TAS 201-94, 202-94 & TAS 203-94 Testing Evaluation Lab., Inc. William Shelton, P.E. ASTM D 635-98, 638-03, 1929-96 & 2843-99 ETC Laboratories Joseph L. Doldan, P.E. ASTM G 26-95 ASTM E 84-05 ETC Laboratories ASTM D 635-98, 638-03, 1929-96 & 2843-99 ETC Laboratories Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by RW Building Consultants, Inc. (CA #9813) No 43409 • St t 0 STATE OF • O R ��'• ���' Lyndon F. Schmidt, P.E. 9 �,%S 1ON A� � FL PE 8/31/20No. 17 111i Joseph L. Doldan, P.E. Ben Meunier Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. •