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WS-17-1812 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone:(305)795-2204 Fax:(305)756-6972 } hspection Number: IN"*-P-266# 45 permit Number. VHS-7-17-181`2 Inspection Mete: March 12,2018 Permit Type: 'Windews/Shutters Inspector: Naranjo,Ismael Inspection Type: Final Owner. WALTER,DORA&L.EOPOL D, Work Classification:Window/Door Replacement Job Address:6 NW 106 Street Miami Shores,FL 33150-1246 Phone iVurritier Parcel Number 11213600$0170 Project: 04ONE> } Contractor: A&M HURRICAINE PROTECTION LLC Phone:(305)$$5.0678 i Builth ,q Department Comments INSTALLA ION OF IMPACT WINDOWS AND DOORS 14 �� zao ss�ti om €nts INSPECTOR COMMENTS False Inspector CommentsPry SSett M ' I tailed Correction Neel I Re-Inspection, F Fee r rei+zs For Inspections please call (305)762. 4949 ddarch i39;X18 Page 1 of 1 r Permit NO. WS-7-1 7-1812 �st'O1 S y� Miami Shores Village Permit Type:Windows/Shutters 10050 N.E.2nd Avenue NWPer .,,. to rk Classfiication:Window/Door Replacem .L Miami Shores,FL 33138-0000 Pennit Status:APPROVED Phone: (305)795-2204 F�ORiDp' lssueoate:814/2017 Expiration: 01131/2018 Project Address Parcel Number Applicant 6 NW 106 Street 1121360050170 Miami Shores, FL 33150-1246 Block: Lot: DORA&LEOPOLD WALTER Owner Information Address Phone Cell DORA& LEOPOLD WALTER 6 NW 106 Street MIAMI SHORES FL 33150-1246 Contractor(s) Phone Cell Phone A&M HURRICAINE PROTECTION LLC (305)885-0678 Valuation: $ 16,046.00 Total Scl Feet: 0 Type of Work: INSTALLATION OF IMPACT WINDOWS AND Available Inspections: No of Openings: 14 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $10.20 Invoice# WS-7-17-64585 DBPR Fee $3.60 DCA Fee $3.60 07/13/2017 Credit Card $50.00 $233.40 Education Surcharge $3.40 08/04/2017 Credit Card $233.40 $0.00 Permit Fee $240.00 Scanning Fee $9.00 Technology Fee $13.60 Total: $283.40 k i 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 will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-named contractor t e works ed. August 04, 2017 Authorized Signature:Owner / Applicant / Con or gent Date Building Department Copy August 04, 2017 1 Miami Shores Village RECEIVED Building Department JUL 13 1011 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 N `� Tel:(305)795-2204 Fax:(305)756-8972 PSh `F-�� INSPECTION LINE PHONE NUMBER:(305)762-4949 ✓✓ FBC 20 Iq BUILDING Master Permit No. 12-, PE MIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL E]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP \nV) (1y- CONTRACTOR DRAWINGS JOB ADDRESS: NY- lO j Q j g �,) I !!,, City: Miami Shores County: Miami Dade zip: �3 15 V Folio/Parcel#: 1 1 -a 130-005 - Q 11 Q Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): 1L�J�U ��/ � �Q,1 I�� Phone#: Address: (0 N w ay ST f { City:. Icjjm� 5h�rr�,S State: Y L Zip: 33 150 Tenant/Lessee Name: Phone#: Email: A `n/ /� (� ✓ p CONTRACTOR:Company Name: A � Iyl � 1 1 I CAM }��,(��'t� ' phone#: M5- )—0 Address: _lUUnV rr�� 11 City:�a I C�l r^ (�(��D State:_ �L Zip: �3 V I D Qualifier Name:�1��, c9 P /1 ez Phone#: State Certification or Registration#: C OA 15 2-7—X---SK Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: . Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: I Specify color of color thru tile: Submittal Fee$ Permit Fee$ w CCF$ CO/CC$ i Scanning Fee$ Radon Fee$ DBPR$ Notary$ J Technology Fee$ Training/Education Fee$ Double Fee$ 0 Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ " (Revised02/24/2014) r Bonding Company's Name(if applicable) Bonding Company's Address City State Zip r Mortgage Lender's Name(if applicable) Mortgage Lender's Address r City State Zip c 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 TENDER 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 app d and a reinspection fee will be charged. Signature Signature i OWNER or AGENT. CONTRACTOR The forego1bg instrument was acknowledged before me this The fore oing instrumen was acknowledged before me this day of 20_ by day of 20 1'l by who is personally known to w o is personally known to me or who has produced I L. as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: 7F Q Print: /1 Seal: : : ALAIN JAVIER MANRESA Seal: - — :r. My COMMISSION 9 FF203463 ALAIN JAVIER MANRESA *E:• EXPIRES May 03.2C19 My COMMISSION is FF203463 .op-.'S' flpr dnNu;d v`..- - - :;an ".'',e EXPIRFFc Mayyo 2C19 ################## #######################k14' #�F ## ## ######## ####### " <g..i:'S3 I'Iund.aNu;arf;e^:ice:,nn i APPROVED BY �� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami-Dade County Page 1 of 1 OFFICE ON- THH "E b PiRUAWERTY' Aff, Summary Report Generated On:7/13/2017 Property Information Folio: 11-2136-005-0170 a . Property Address: 6 NW 106 ST ry •, , a. Miami Shores,FL 33150-1246 Owner DORA BENNETT WATLER Mailing Address 6 NW 106 ST ` MIAMI,FL 33150-1246 . PA Primary Zone 0800 SGL FAMILY-1701-1900 SO Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds I Baths/Half 2/1 /0 Floors 1 Living Units 1 s Actual Area 1,600 Sq.Ft Rh _gra Living Area 1,340 Sq.Ft Adjusted Area 1,465 Sq.Ft Taxable Value Information Lot Size 9,225 Sq.Ft 2017 2016 2015 Year Built 1941 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year'. 2017 2016 2015 Taxable Value $40,835 $38,967 $38,349 Land Value $198,007 $166,118 $166,118 School Board Building Value $101,964 $101,964 $101,964 Exemption Value $25,000 $25,000 $25,000 XF Value $1,680 $1,701 $1,384 Taxable Value 1 $65,835 $63,967 $63,349 Market Value $301,651 $269,783 $269,466 city Assessed Value $90,835 $88,967 $88,349 Exemption Value $50,000 $50,000 $50,000 Taxable Value $40,835 $38,9671 $38,349 Benefits Information Regional Benefit Type 2017 2016 2015 Exemption Value $50,000 $50,000 $50,000 . Save Our Homes Assessment Taxable Value $40,835 $38,967 $38,349 Cap Reduction $210,816 $180,816 $181,117 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Previous OR Book- Homestead Exemption $25,000 $25,000 $25,000 Sale Price Page Qualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County, 26216- Sales which are disqualified as a result of 12/01/2007 $0 School Board,City,Regional). 3904 examination of the deed 02/01/1992 $75,000 15387- Sales which are qualified Short Legal Description 1195 36 52142 PB 41-51 08/01/1972 $28,800 00000- Sales which are qualified DUNNINGS MIAMI SHORES EXT NO 1 00000 LOT 1 BLK 203 LOT SIZE 75.000 X 123 OR 15387-1195 0292 1 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 hftp://www.miamidade.gov/info/disclaimer.asp I http://www.miamidade.gov/propertysearch/ 7/13/2017 go- MM v4s MM U U 371 X 72 L 371 X T2 I 371 X 72 53 118(X9}50 518 37 X(5D 518 18.50 50 FT 1 18 50 SQ FT 1 18.50 SQ FT 18.68 SO FT 13.01 SQ FT NOA:15-0406.12 0NQ8,V 5-0406.12 N NOA-15-0406.12 NOA:15-0728.05 NOA:15-0406.10 Z4+40.4-43.8 N Z4+40.4-43.8 Z4+40.4-43.8 Z�j+40.4-54.1 SH 100 gH 1Q0 SH 100 Z4+40.4-43.8 CASEMENT HR 200 32 X 80 (12A) 17.78 SQ FT 37 X 72 FL15210.R1 NOA 15 00406 1 FIBER GLASS DOOR BEDROOM Z5+40.4-54.1 EGREESABLE BEDROOM EGREESABLE 37 X1�518 5H 100 13.01 SO FT MULLION ( )) NOA:15-0728.05 371 XB72 Z4+40.4-43.8 HR 200 18.50 SQ FT NOA:15-0406.1 FOLIO NUMBER:11-2136-005-0170 Z5+40.4-54.1 SH 100 MEAN ROOF HEIGHT: 15 LJ MULLION ��)) DESIGN WIND LOAD:175 MPH 371 X 72 DORA BENNETT WATLER 18.50 SQ FT 6NW106ST 1 u NOA:15-04D6.1 Z5+40.4-54.1 ' SH 100 MIAMI SHORES FL 33150 19. a SQ FT18 MULLION:14-0529.16 NOA:15-0406.12 z` Z4+40.4-43.8 H 1 D0 (13} (4) y C W p O 11 872 SQ FT 26 00 SQ FT # nl m L7 Z :0 NOA:15-0728.0 FL15210.R4 - Z p 17 0 I Z4+40.4-43.8 Z4+38.5-42.0 HR 200 FIBER GLASS DOOR - m 0 rm (3b n n 602 S 2OF y NOA:15-0728.05 .� {14 Z4+38.5-42.0 - ■ ■ 32 X 0 ( ) (2 •• ••• FiR X00 • • • •• 28(X80 C Z 17.78 SOF 37X38318 37X38318 • • • • • • • • • 15.56 SO T FL15210.R1 9.85 50 FT 9.66 SQ FT • • •• • • • • • n �7 Z4+40.4-43.8 NOA:15-0406.10 NOA:15-0406.10 • •• • • • • • • F+15210.R1 N m • • • • • • Z5 40.4-54.1 cp FIBER GLASS DOOR Z5+40.4-54.1 Z5+40.4-54.1 •• • IBER GLASS DOOR > CASEMENT CASEMENT ta No m LO f r • • • • 000 0 n � W m . . . t �? jyH RAMIMS IMS E N G I M E I G INC. Kd = .85 2100 W y76 St.eat, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2014� ` Robert S. Mbnsour, P.E. F( # 11955 1 0000024 ASCE 7-10 WIND,CODE0 DESIGN WIND LOADS IN PSF. MIAMI DADE 175 MPHR W IND ZONE Interior&-Exterior Zones (4&5 -Walls) Positive Pressures �''ti. ---''� Exposure C For the 175 mph Wind Zone . CATEGORY,2 Effective Wind.Area (or, TO utary Area) in S bare.Feet Height` - _ 10- _ 20- 30. 40 X50 , ' 60_ (Maximum) 1.00 0.95 0.92 0.89 r '0.88 0.86 y 15 40.4 38.5 37.5 36.7 . '' , 36:1 35.7 20 42.7 40.8 39.7 38:9_x- '<,38.3 37.8 25 '44.6 42.6 41.5 40.6 40.0 39,4 30 46.5 44.4 43.2 42:3 J '41.7 41.1 40 49.4 47.2 45.9 '_'`44:9,,,,,,, ` 44.2 43.6 50 51.8 1 49.4 1 48.1 ' 1.47:1, 46.4 45.7 , 60 53.7 1 51.2 49.8 ' 4$:8 48.1 47.4 Interior Lone (4,- Walls) Negative Pressures t Exposure C For the 175 ,'rri h WindrZone CATEGORY 2 Effective Wind,Area o(�Tributa Area) in Square.Feet Height - 10 20!'-,� x%30` 40 50 ."M`. (Maximum) -1.10 -1.05 ,I -1.02 -0.99 -0.98' .0.96 . .' 15 43.8 -42.`0., , --40.9 -40.2 -39.60•• -39.1• **a*** 20 -46.4 44.4-:-,` , -43.3 -42.5 -4"1'.J"' -41*4 :0400: f 25 -48.4 ,--46.4. -45.2 -44.4 s43'2' ..... 30 750.5!`( . ';X48:4 -47.2 -46.3 -45.f•; ;45.1; '•• •� 40 :51:4 -50.1 . 49.1 49.4' -417,9* ••• :• 50 -56:2,x. ' '53.8 -52.5 -51.5 51.T .50.9 ... :: 6058.2 " ' } -55.8 -54.4 -53:4 F Exterior Zones (5,=Walls) Negative Pressures Exposure Gi For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area or, Tri utary Area in Square Feet i Hdi9 ht _ 10_ _ 20 30- 40 50 60 , (Maximum - :1:40._• -1.29 -1.23 -1.19 -1.15 -1.13 1.5 -54.1 J -50'.4 -48.3 -46.8 -45.6 -44.7. k: 20 -57.2 -53.4 . -51.1 49.5 -48.3 -47.3 4 "`�,''�,,25 -59.8 -55.8 '-53.4 :.-51.7 . -50.4 -49.4 '`�,30 -62.3 -58.1 -55.7 -53.9 -52.6 "-51.5 , NN 40 -66.1 -61.7 -59.1 -57.2 -55.8 -5 50 -69.3 -64.7 -61.9 -60.0 -58.5 In 60 -71.9 -67.0 -64.2 -62.2 -60.6 `J Length of End Zone (a): 10% of least horizontal dimension or-.4 h, whichever��r�ller, but not less than 4% of least horizontaldimension or 3 ft. (h = mean roof heigh4 in feet). NOTE:AN 80% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS . NAME DORA BENNETT WATLER WINDOW AND DOOR DESIGN FORM Opening Design DESIGN Loads Opening Square Wind pressure(Chart) Product Approval Product NO Widht Heigth Footage *Zone POS NEG Pos Neg approval# Comments 1 137 383/8 9.86 5 40.4 54.1 70 75 15-0406.10 CASEMENT 2 37 383/8 9.86 5 40.4 54.1 70 75 15-0406.10 CASEMENT 3 74 505/8 26.02 4 38.5 42.0 70 80 15-0728.05 HR 200 4 36 80 20.00 4 38.5 42.0 75 75 FL15210.114 FIBER GLASS DOOR 5 28 80 15.56 5 40.4 54.1 75 75 FL15210.R1 FIBER GLASS DOOR 6 19 1/8 383/8 5.10 4 40.4 43.8 75 90 15-0406.12 SH 100 7 37 505/8 13.01 4 40.4 43.8 70 80 15-0728.05 HR 200 8 37 505/8 13.01 5 40.4 54.1 70 75 15-0406.10 CASEMENT i 9 53 1/8 505/8 18.68 4 40.4 43.8 70 80 15-0728.05 HR 200 i 10 132 80 17.78 4 40.4 43.8 75 75 FL15210.111 FIBER GLASS DOOR 11A 37 72 18.50 4 40.4 43.8 75 90 15-0406.12 SH 100 9999 11B 37 72 18.50 4 40.4 43.8 75 90 15-0406.3.2 S4100 ..•�. 9 ... 9 .' 11C 137 72 18.50 4 40.4 43.8 75 90 15-0406.].2 400 9999: 12A 37 72 18.50 5 40.4 54.1 75 90 15-0406.12, SN 100 . . :••• 12B 37 72 18.50 5 40.4 54.1 75 90 15-0406.12 9H 00 •• •• .. .. 90 .. 90.07 12C 37 72 18.50 5 40.4 54.1 75 90 15-0406.E SH 1100 0 . 9999. 13 37 46 11.82 4 40.4 43.8 70 80 15-0728.45 H R2 00 7• 14 32 80 17.78 4 40.4 43.8 75 75 FL15210.R1 FIBER GLASS b&R 0.00 0.00 0.00 0.00 TOTAL JOB SQF Year Built: Mean Roof Height: 15 Building Width: Building Length: Sill Height: SQF: 289.46 25%OF SQF: 72.36 TOTAL JOB SQF: 0 3 MIAMI-DIADS MIAMI-DADS COUNTY PRODUCT CONTROL SECTION R) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315.2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA www.miamidade.eov/economy Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 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). r 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 this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building DESCRIPTION: Series "Eco-Guard 500" Outswing Aluminum Casement Window—L.M.I. rawing No. , Utica S-)UUum. swipgaseV en.•Wwj..... (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision E dated 06/23/15,*e0ared ay.Al-Farooq .• Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami—Dada minty Producl.Control...:. Revision stamp with the Notice of Acceptance number and expiration date by-44 Miami-Dade County • Product Control Section. •••• • ...... MISSILE IMPACT RATING:Large and Small Missile Impact Resistant • LABELING: Each unit shall bear a permanent label with the manufacturer's laa;6o or logo?cites state..... series, and following statement: "Miami-Dade County Product Control Approved'b,*Vlpss otherwise noted •, herein. 0 ...... RENEWAL of this NOA shall be considered after a renewal application has bee%pte4 and the hos beef••••; 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. 13-0206.07 and consists of this page 1 and evidence pages &I and&2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15.0406.10 MIAMMADECOUNTY Expiration Date: May 19,2021 /f�p f 1 yw Approval Date: July 02,2015 / Pagel , Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0309.06) 2. Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw., (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision E dated 06/23/15, prepared by Al-Farooq Corporation, signed and 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)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a casement window, prepared by Hurricane Engineering and Testing,Inc.,Test Reports No. HETI-10-3150 and HETI-10-3151, dated 12/29/10, all signed and sealed by Candido F.Font,P.E. ••• (Submitted under NOA No. 11-0309.06) •.6••• •••••• C. CALCULATIONS 9.99•• •• 9096•0 1. Anchor verification calculations and structural. analysis, coinpXi'ng with 'FBC 5M••. Edition (2014), repared by Al-Farooq Corporation, dated Ujj1'15 aCd• •,6666 signed and sealed by Javad Ahmad,P.E. •••••. 00 • *0:090 2. Glazing complies with ASTM E1300-09 00000 6• •• 60909• •••••• • 00 . • . . . . D. QUALITY ASSURANCE ; .... 6.9.6 • 1. Miami-Dade Department of Regulatory and Economic Resourhes JMR) ... • :0069: '•: E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. a rez,P.E. Product utr Examiner NOA No.15-0406.10 Expiration Date: May 19,2021 Approval Date: July 02,2015 p E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with BC-5"' Edition (2014),land of no financial interest,dated March 17, 2015, issued by - arooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Reports No.HETI-10-3150 and HETI-10-3151, issued by Hurricane Engineering and Testing,Inc.,dated 12/29/10,all signed and sealed by Candido F. Font,P.E. (Submitted under NOA No..11-0309.06) G. OTHERS 1. Notice of Acceptance No. 13-0206.07, issued to Eco Window Systems, LLC for their Series "Eco-Guard 500" Outswing Aluminum Casement Window — L.M.I., approved on 05/02/13 and expiring on 05/19/16. etas . . tet. .sets* tete.. be: 0.0006 sees.. tete.. . tete . tete. . tet.e. .. .. .. .. .feet. tete.. . . . . 000.00 e ete . . .t . to t ate . 0 t et Manuel P , .E. Product Contro Ex finer NOA No.15-0406.10 Expiration Date: May 19,2021 Approval Date: July 02,2015 E-2 ECO—GUARD SERIES-500 i WINDOW"WIDTH �FLU n ,ALUMINUM OUTSWING CASEMENT WINDOW 35" o APPROVAL APPLIES TO SINGLE UNITS OR blUt, t5T blUE VENT WIDTH f" 3 COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER pg 3/8^ APPLIEO WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING FALSE S4i (SURFACE APPIED) D.L.OPG. M' I MIAMI-RADE COUNTY APPROVED MULLIONS IN BETWEEN. MAY BE USEDA j o LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL ai z WILL APPLY TO ENTIRE SYSTEM. 2 o u THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY / 3 N HURRICANE ZONE (HVHZ). ry66r WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER -��/ v G LOADS TO THE STRUCTURE. _-- i�== ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS,ANCHORS j / D EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Q vl ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE M NOT PART OF THIS APPROVAL. = a \$ 4D Q a f A LOAD DURATION INCREASE IS USED N DESIGN OF ANCHORS INTO WOOD ONLY. ; 'e �r w y O ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. o 'm° a z MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT \ COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING COOS =�r4� 3 CO \ W 9� ESE WINDOWS ARE RATED FOR LARGE h SMALL MISSILE IMPACT. HUTTERS ARE NOT REQUIRED. w 8 NT LOCK z v1n m 12" n MA%. 7"MAX. LOCKING POINTS 00-M n MAXIMUM DESIGN LOAD RATING e+ 70.0 P F HEaD HEAD/SILL SEE CHART. Z 34 (FOR SIZES SHOWN OR SMALLER) - 75.0 P F SILL CORNERS WOW.HEIGHT NO. OF PERS 3 Z n TYPICAL ELEVATION uPr° AT SASH g 0 26' 2n U aeul 38-3/8" 3 H W z 1/8"TEMP.GLASS 50-5/8" 4 0 63' S 3/8"AIR SPACE ' 4Eb,"?K— " N'D.GLASS 1/8" HEAT STREN'D. GLASS 3/18"HEAT STREN'D. GLASS ayer 090'Interlayer .090"Interlayer PIl(IDiX.TREVISED acile PVB DuPont Bulocite PVB DuPont Bulocite PVB ee aoalpytA•wllhaw Plaida 0 B s America, Inc.' By 'Kuraray America, Inc.' By 'Kworoy Americo, Inc.' 130dins O/ �O ar. v pEc ATA. STREN'O. GLASS 1/8"HEAT STREN'0. GLASS 3/18"HEAT STREN'D.GLASS h1doo Dale �/� u og ¢ SILICONE SILICONE SILICONE BY iti011tlat FOW CORNING 899 DOW CORNING 899 DOW CORNING 899 a n o 2! = m •• ••• • • • •z m •• NO • 'o • • • • • • •a • GLASS CAPACITIES ON THIS SHEET ARE ° a^R - "n991 i BASED ON ASTM E1300-09 (3 SEC. GUSTS) a s9 E• • AND FLORIDA BUILDING COMMISSION2D •• • • DECLARATORY STATEMENT DCA05-DEC-219 20 En9r.JAVAD AHMAOO O FU.PEt 70592 " e o • • • • •••, ¢• • CAN.3538 g • •19 AT 1PLANTS• • • - e- }' #} 21 • • ALL �SIZES • W• Y o` 3 S NG BLOC .AT wSLIJ,UM. GLS • •• • • —� NO y�AZINBEAD LEG•• • ••• • drawing no. GLASS TYPE 'A' GLASS TYPE 'AA' 70�ffiQt KS GLASS TYPE W W1 1-05 GAZING OPTIONS y 2 3 2015 sheet 1 of 6 • • • • • • • • • • • •• •• 9.0 • •• •• ••• • • ••• • • EDGE DIST. TYPICAL ANCHORS SEE EIEV. Illy4"1w FOR SPACING WOOD BUCK ¢ 10 METAL F--------------------1 M I 'n � � .. ESE STRlfC1URE I EDGE � �_ I MIAMI DADS COUNTY APPRWEO I . jI MULLION&MULLION ANCHORS Ij ate' ., .. c, °• i SEE SEPARATE NOA i \. g Q fZ I EDGE I I W I I d DIST. 1 Lr = I a O 10 tCf 2 TYPICAL HORS , TYPICAL ANCHORS 0 W SEE ELEV. FOR PACING i FOR SPACING g 5 m tr aHE9 I o I I ---' TYPICAL ANCHORS: SEE ELEV. FOR SPACING _ r j WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. " v U o 1 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ACON BY 'EL (Fu-n7 KSI,FY- 55 KSI) n AND TRANSFER THEM TO THE BUILDING STRUCTURE._ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES Vl $ 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) t W THRU 10Y BUCKS INTO CONC. OR MASONRY G, I 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) w u = a0 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) Nou z = $ a DIRECTLY INTO CONC. OR MASONRY O oM n 4 W 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) cE. 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) Z#L W It J14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 3 z 0 INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. v. (Fy = 36 KSI MIN.) W8 ALUMINUM : 1/8" THK. MIN. MIN.) v (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I #12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) j INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8') is 5 (NO SHIM SPACE) 0��{{ 0 -W t3 TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" IN. " 4 7BY INTO WOOD STRUCTURE = 1" MIN. • _ g 2 17 WOOD BUCK INTO METAL STRUCTURE = 3/4" MIN. © • • • • • •• WOOD AT HEAD, SILL OR JAMBS SG 0.55 MIN. I'llaw CONCRETE AT HEAD, SILL OR JAMBS f e - 3000 PSI MIN. 0 03 • C-90 HOLLOW/RLLED NORMAL WEIGHT CMU AT JAMBS fm - 2000 PSI MIN.00 I � rr • do • • B f r:JAVAD r� I e: � clue _ a FLA PE 70592 S I • • CJ .�SJB gg y�Q' aj • . JU d ..a's j .' •: `+• • �' PAODYCTTYPi8VL4SD ILL .. z SEE EI ANCHORS ,.. a a • R Sj Buxdln)lCo�o ,- FOR SPACING ••• •••FGR •MtepEm! 6,20 drawing no. . EDGE pST. PxpIrw Dam �Z 2 3 2015 W1 -05JI (P EDGE 01ST. AIwW ado Wo&a I sheet 2 of 8 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �(� 8 MAX ao 1/4'MAX. 11 SHIMS 1/4'MAX. SHIM © 5 �/ GY7 ISY WOOD BUCK SHIM 0` 1 B TIT g 12 Q a a 6 3 TYPICAL ANCHORS 2BY WOOD BU OQi ELEV. V TYPICAL ANCHORS ----------SCREEN OPT. ---------------- .., FOR SPACING OD STIR E SEE ELEV. ()•, FOR SPACING y -- 1 1/2 �� r 8 ao a �o �ti4' �o • W 2� -� B 7 w Z 1 x TYPICAL ANCHORS 01 itJu EXT•RICPR ; SEE ELEV. 0 METAL FOR SPACING STRUCTURE D.L.OPG. s U o VENT WIDTH J J N WINM WIDTH 31i U) m w N� 3�M � O on m MIAMI-DAOE COUNTY APPROVED MULLION Z SEE SEPARATE NCA I� 3Zo TYPICAL ANCHORS � SEE ELEV.FOR SPACING g 0 a " in U�w � W rn 1 I n II ------- 11 I I - II I I ------ I I w 0 li it C� u3 p WINDOW WIDTH YANOOY9 WI�7R• • • • • • •• • �_ o Y a • • • • • "ods53 � •• ••• •• • • • •• En9r:JAVAO AHMAD a •T o CMI. M.PE/70592 0 • ••• • ••• • • C. 38 D S • • • • • PRODUC•TRavlamp • • • • rcomplyNl�wh1�s11oAd� I b § BADdteg lode 4S_04��0�6.do ••• • ••• •• LA'x � �4i.+L� drawing no. BY J6 13 2015 W1 1-05 1•T' ePrOdecT 1sheet 3 of 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • lu EDGE qST. E_OGE DIST. METAL -------------------- ______ _ _ _______ (a o TYANCHORSPICALSTRUCTURE fMADE COUNTY APPROVED II SEE ELEV.FORSPACING II MULLION 8 R MULLION ANCHORS I I • 'r • n I SEE SEPARATE NOAI EDGE DIST. j I •• s O U O 15 I 15 5 1 � r AIT. Q `< O TYPICAL ANCHORS I TYPICAL ANCHORS IL Z FA— SEE ELEV. SEE ELEV. a 511,01 FOR SPACING FOR SPACING V o to w00n R w O . 1/4.MAX. SHIMS .;I 15 ALT. 13 Z} R �J Q 't—;_ �S U^w TYPICAL ANCHORS SEE ELEV. FOR SPACING . • cp c � a TYPICAL ANCHORS •1 1%<'• 21 g F SEE ELEV.FOR SPACING S u i tg� • � PRODUCT RBVI9 D • i 3 g mcomPN'WYwI93ILe Florid/9��,, w O AcoepEmpNo B •• ••• • • • • • •• hdmDew /ZOZ1 `• • • • • • . m .. BY ALT. . .. . • • . ••• . 1,.0 PF s1 8 1 0.0 > INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER E a,.JAVAD CNS - - FLA PE/70592 • ••• • ••• • • CA.3538 - ••• • ••• • ••• • drawing no. • EOGE qsr. W11-05 sheet 4 of g • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2.750 ITEM PARS/ QUANTrrY DESCRIPTION MATERIAL MANF./SUPPURR/REMARES 4 W 1 E501 - 4 FRAME HEAD/SILL/JAMS 8063-TB .500 2 ES02 4 VENT 6063-76 .1- 1.330 3 FY108 AS REDD. GLAZING BEAD(5/16"IAM.GLASS) 6063-76 - Z 3 .062 3A E505 AS REDO. GLAZING BEAD(INSUL.LAM.CLASS) 6063-T6 - 38 FY109 AS REOD, GLAZING BEAD(7/16'IAM.CLASS) 6063-76 4 E506 AS REDD. SNUBBER-VENT,FULL LENGTH 6063-76 8, j ,p7g 2.821 M E509 AS REDO. SNUBBER- FRAME,FULL LENGTH 608J-TB - _ Q ib9] 5 E506 OPTIONAL SCREEN FRAME - 6063-T3 7 /10 X 1-1/4'• AS READ. FRAME AND VENT ASSEMBLY SCREWS - H WH SMS 8 E203 AS READ. BULB WEATHERSTRVPINC,DUROMETER 65 SANTOPRENE ULTRAFAS :t 9 E203 AS READ. GLAZING BEAD BULB,_DUROMETER 65 SANTOPRENE ULTRAFAB VV W 10 35.12.00.400 2/VENT 4 BM HINGE,AT TOP AND BOTTOM STEEL TRUTH,INSTALLED WITH(2)#10 X 5/8'SDS <Q Q FRAME HEAD/SILL/JAMB 11 13096.92 i MULTI POINT LOCK SYSTEM ZANAK TRUTH l o t.OOH 12 - 6/VENT KEEPER STEEL - ; 2.J54 13 - 1/VENT ROTO OPERATOR -__ ZAMAK/STL. TRUTH _, a yl 14 PSJ40-SS 2/CORNER FRAAE/VENT CORNER KEY ST.STEEL _ 2 _ 1'330 15 FY120 AS REQO. FLUSH FRAME ADAPTER 6063-TG OPTIONAL 2'658 18 - 3 ANTI SAG SKATE NYLON M&M PLASTICS .062 17 /10 X 1-1/4' 2/SKATE FH SDS SKATE SCREWS 18 R5 X 3/4' AS REOD. FH SMS SNUBBER SCREWS - 9N PAIRS 2'MART,PAIRS SPACED AT 7-3/4'O.C. V a 2.094 500 .372 .769 19 - 2/LITE SETTING BLOCK,3/16'X 3/4'X 4'LONG EPOM DUROMETER ROA5 SHORE A J .062 2.813 20 FLB=� = IN SPACER- 1/8'HId1 T..TEE CARDINAL LOWS .896 2.611 1 AGER 5T.STEEL CARDINAL XL p3 3 (/1 SEALANT: R .719 .590 15 FLUSH FRAME ADAPTER ALL JOINTS AND FRAME CONNECTIONS SEALED WITH y SCHNEE-MOREHEAD SM5504 SEAM SEALER. c7 1.saz 1.750 IF PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. z In r N O VENT .493 O O M n LOCKS: z 519 1.750 MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' �' AT FRAME JAMB R LOCK OPERATOR #24.33.XX.004 AT 8-1/2" FROM SILL O „ 1-- FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. U 7 w J ao3 045 4.493 LOCK BAR SECURED TO JAMB WITH LOCK GUIDES '^ LJ #33489.00.0001 SPACED AT 12-3/4" O.C. MAX. c� EACH GUIDE FASTENED WITH (2) #10 X 1" P PH SMS 1.047 14 CORNER KEY STAINLESS STEEL KEEPERS #31964.92 AT VENT 0 GLAZING BEAD (5/16" LAM. GLASS) EACH FASTENED WITH (2) #10 X;5/8' P FH SMS I SEE CHART ON SHEET 1 FOR QUANTITIES u try q .245 oil 73Rg .130 HINGES: a YYYy .045 7� �.12D 4 BAR ST/ST HINGES X35.12.00.400 BY 'TRUTH' pRODIJCI'RHVI88D •�Ig LOCATED AT TOP AND BOTTOM CORNERS s'compiftwRhftI miOs 11.256--1 { FASTENED WITH (2) #10 X 5/8" P PH SELF DRILLING SCREWS Ao1 �0ja �J"O�O� Q 8 1.172 •• ••• • • • • • •• U DMo /zQ2 cu�� s OPE ATOR: i ••i i i i i By ^ E to 3 0 3 GLAZING BEAD (INSUL. LAM. GLASS) Q SNUBBER - FRAME SINGLE AR�1 ROTIOAERCrOI:#V.1:.t:2 B?jRUTH' B aProducl rol v o W J94 FASTELOCATNEEDA7NTTHH(6)N�0 X 1�P PH SMS •• ' 245 OPERATOR TRACK #30175 AT BOTTOM RAIL EN,..JAYSµMAO FASTENED WITH (2) #10 X 1" P PH SMS F,A PEML NMAD • ••• • 92 ••• • • ,CA.N. . .BO3 .aso 7+ -- _�.12o ANTI:-SA SKA1 ?}3- -� i i : - - I� VIINe ANTI-:Ap &A-W?BY -4W PLASTICS' s • / t.047 -N'720 4- (2)•A1T•LOCI4 STILE Ai 6.3/4%FROM TGP/"OTTOIA RAILS / drawing no. (1) AT BOTTOM RAIL AT 4' FROM LOCK STILE Wl 1-05 3R GLAZING BEAD (7/16' LAM. GLASS) 0 SNUBBER - VENT EACH FASTENED WITH (2) #10 X 1-1/4" P FH SDS. .IUN -9,2015 _ sheet $ of 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 z � 14 � V 14 CY all / � 10 I o-;1711 n z 3Li 3ZSS N'IW rnf o VENT CORNER FRAME CORNERN all IN all • • •• • • • • • 'Loa. Engr.JhVAD ANLUDCML ri •� FLA PE/70592 • ••• • •••MODUCTMIS® 4CA.N. 2015 W1 1-05 M Product sheet g of g • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i MIAMI- MIAMI-DADE COUNTY • I PRODUCT CONTROL.SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA www.miamidade.2oy/econom1 Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 COPE: 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 ERProduct 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 this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone. •'••. ESCRIPTION: Series"Eco-Guard 100"Aluminum Single Hung Window-IS,W!L; ... . •.'• Drawing44 No. , titled "Eco-Guard n eesO@Vejklum. S.H. w'•..0. (L.M.I.)", sheets 1 through 6 of 6, dated 02/12/09, with revision E dated 06/23/15,*0fdVared b Al-Faroo •9 0 0 0: my Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade.M Proavel-bontroT•00. 0 Revision stamp with the Notice of Acceptance number and expiration date by&e4K4iami-13gde C;oLnty..;..• . 9999 9999.. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant ••• •• • ABELING: Each unit shall bear a permanent label with the manufacturer's dame or logo•out;j,•state,, • model/series, and following statement: "Miami-Dade County Product Control Apprpytd;, unlV;.pthrrwise;••••; . . 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. t 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 NOA No.14-0317.02 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. t NOA No. 15.0406.12 MIAMI DADS COUNTY /121 Expiration Date: Apri108,2019 �O Approval Date: July 02,2015 Page 1 T 6 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0224.07 and previous NOA No.14-0317.02) 2. Drawing No. W0948,titled"Eco-Guard Series-100 Alum. S.H. Wdw. (L.M.I.)", sheets 1 through 6 of 6,dated 02/12/09,with revision E dated 06/23/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202.94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4).Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-7635, dated 12/09/14,signed and sealed by Marlin D.Brinson,P.E. (Submitted under NOA No.14-0317.02) 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 .•'••. 2)Uniform Static Air Pressure Test,Loading ppj#4C TAS 94 •9 6 3) Water Resistance Test,per FBC,TAS 202-94... •.; �•�•; 4)Forced Entry Test,per FBC 2411 3.2.1 and-TTS-202-94 • along with installation diagram of a 106-1/2" wide x 76" high S-*Qe-GuaCd Aeries-100 • aluminum single hung window, prepared by Hurricane Engineering90000 - &'Testing InZ.':". ` Test Report No. HETI-08-2166A, dated 12/15/09, signed aad'swled bj.Cbnlido 8..... Font,P.E. (Submitted und4f INM No. 09-0224.0;9 •, 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 2*01-94• :•..:. """ 2) Cyclic Wind Pressure Loading per FBC,TAA 205-94 „� ;••••; along with installation diagram of a 106-1/2" wide x 76" high ECO-Guard 9ees-100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2166C, dated 12/ 15/09, signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 09-0224.07) 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 4)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with installation diagram of a 53-1/4"wide x 76" high ECO-Guard Series-100 aluminum single hung window,prepared by Hurricane Engineering&Testing Inc. Test Report No. HETI-08-2168,dated 12/15/09,signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 09.0224.07) Ma" a ez,P.E. Product Co ro xaminer NOA No.15.0406.12 Expiration Date: April 08,2019 Approval Date: July 02,2015 E-1 Eco Window Systems,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 installation diagram of a 53 1/4"wide x 76-1/4"high ECO-Guard Series-100 aluminum single hung window,prepared by Hurricane Engineering&Testing Inc. Test Report No.HETI-08.2170, dated 12/15/09,signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 09-0224.07) C. CALCULATIONS 1. ion calculations and structural analysis, complying . FBC 51h Edition 2014 dated 03/27/15 and 06/23/15, prepared by AI-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. 14.0916.10 issued to Kuraray America, Lfct.•Tor their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15;pxpi;ing of;.f l •1/16.•••;%• F. STATEMENTS •••••• • 1. Statement letter of conformance, complying wit FBC-5"`Edition 014 .andof no ..9.000 financial interest,dated March 17,2015,issued y - arooq Omporation, signed and-:•• sealed by Javad Ahmad,P.E. 0 9:0 0: .•, . : 000** 2. Laboratory compliance letters for Test Report No. FTL-763$,iM** ed by Vepestratiori : Testing Laboratory,Inc.,dated 12/09/14, signed and sealed bj Mhrin D.Brinson,PX...% 9999.. (Submitted under previous NOA No. 14.0317.02) 0%0 3. Proposal issued by the Product Control Section, dated 03/2311i, sigrW.bl Jainie • Gascon,P.E.,Product Control Section Supervisor. 0' (Submitted under previous NOA No. 14-0317.02) 4. Laboratory compliance letters for Test Reports No.HETI-08-2166A, HETI-08-2166C, HETI-08-2168 and HETI.08.2170, all issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0224.0 7) r G. OTHERS 1. Notice of Acceptance No. 14.0317.02, issued to Eco Window Systems, LLC for their Series "Eco-Guard 100" Aluminum Single Hung Window - L.M.I., approved on 04/10/14 and expiring on 04/08/19. Manuel P.E. Product ContrEx finer NOA No.1 -0406.12 Expiration Date: April 08,201.9 Approval Date: July 02,2015 E-2 U 53 1/8' 6�c WINDOW WIDTH WINDOW WIDTH g�g 47 3/8' 47 3/8' Z j D.L.O. (RX. LITE) O.L.O. (FIX. LITE) F 6' MAX. 12'MAX. ��nn 8'MAX. 12'MAX. 3 HEAD HEAD HEAD HEAD m Pi CORNERS � o CORNERS 3 o Jj %D U m U I 11 II V 11- II II Q 6 k JI_ 41/ II SWEEP LATCHES 4 ___ .-_— --_-_= Q 3 AT 12-1/2' ,I r jl �• n o 0 �j FROM ENDS LL 2 Uj_ A II B .I II TYR II 11 1 t. tS o II 3 it 11 N n v =___:�____ �{_--- X J Z I{�yy IIJ� U I m N II 'I'-_- II Q Q Y7'e1 f F n 1 I 7 n3 N� r O 11 II II N3 C- � g it 11 B II -J N �' II II 11 J m ro ; Al"! C5 C3 co Mv ro S to r A NO ANCHORS AT SILL NO ANCHORS AT SILL 0 O M FALSE MUNiED) FALSE HUNTED) r 0 J„� (SURFACE APPLIED) (SURFACE APPLIED) OPTIONAL 47 3/8 OPTIONAL 47 3/8' o Z 3 O.LO. (VENT) D.L.O. (VENT) 3 Z c 50 3/16' AT ING LOM EN RHES 50 3/18' I 0 : v La VENT WIDTH OPTIONAL TO VENT WIDTH W W rn ECO—GUARD SERIES-100 SWEEP LATCHES ALUMINUM SINGLE HUNG WINDOW EQUAL LITES TYR UNEQUAL LITES (ORIEL TYPE) DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TypicAL ELEvAlkoNs3E CHARTS SHOWN ON SHEETS 2. TESTED UNIldp APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE o R S R COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER o 2 WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING u • MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. u g a LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL 9 WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE •• ••• • • • • • •• c u ^_ REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY • • • • • • • • • 0 - '8;1 • • •• • • • • • 8 S 9 o HURRICANE ZONE(HVHZ). • •• • • • • ••• • >v c< WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER • • • • • • • • • LOADS TO THE STRUCTURE. •• ••• •• • • • •• ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. En9r:VAVADLAHMAD ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE • •• SHUTTERS ARE NOT REQUIRED. FLA PE 0 70592 0 CA.N. 8 NOT PART OF THIS APPROVAL. • • _ • • • _ �� A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. •• : • • 1 �• ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. •• • •• • N m - U ,_23ZO5MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT10O WO9—O8 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. !3) Mem Uade lh9duu Com sheet 1 of 6 • •• •• • • • •• •• ••• • • • ••• 0 • EQUAL LITES WINDOWS WIDTH UNEQUAL LITES WINDOWS WIDTH t• V DESIGN LOAD CAPACITY- PSP DESIGN LOAD CAPACITY - PSF GLASS TYPES CLASS TYPE GLASS TYPES q FLANGE DIMS. 'A', B. & C. FLANGE DIMS. 'A' WIDTH HEIGHT EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 19-1/8" 75.0 90.0 19-1/8' 75.0 904 75.0 90.0 24' 75.0 90.0 'j• 24" 75.0 90.0 75.0 90.0 O o 26-1/2' 75.0 90.0 25-1/2' 75.6 90.0 75.0 90.0 a0 32' 26' 75.0 96.0 32" 50-5/8' 75.0 904 75.0 90.0 /' ♦'�FS li 37' (3) 75.0 90.0 37• (5) 75.0 90.0 - 75.0 90.0 W O 40" 75.0 90,o = 40" 75.0 90,0 75.0 9D.0 0. OZ 48' 75.0 90.0 48• 75.0 90.0 75.0 90.0 to O 53-1/8' 53-1/8' 75.0 90.0 75.0 r40' 75.0 90.0 ` ,., t9-1/8" 75.0 904 75.0 90.0 w •I o qq��019 319 75.0 90.0 / 26-1/2' 75.0 904 75.0 90.0 a a � 4 38-3/8' 75.0 90.0 32' 63• 75.0 90.0 75.0 90.0 Z --- - - ;tt��A Z��{ (4) 75.0 90.0 37' (6) 75.0 90.0 75.0 90.0 W i) 75.0 90.6 40' 75.0 90.0 75.0 75.0 90.o EQUAL LITES 46• - - 75.0 90.0 F3 UNEQUAL UTES (ORIEL TYPE) 53-1/8' 75.0 90.0 53-1/8' - - 75.0 90.0 -j 19-1/8' 75.0 90.0 19-1/8• 75.0 90-0 75.0 90.0 N J 3 24' 75.090.0_ Z4' 75.0 90.0 75.0 90.0 28-1/2' 75.0 90.0 m 26-1/2• 75.0 90.0 75.0 90.0 32' 50-5/8" 75.0 90.0 32' 76" 75.0 90.0 75.0 90.0 �i W 37" (5) 75.0 96.0 w 3r (7) - 75.0 90.0 Z w 40' 75.0 90.0 IL 40" - - 75.0 90.0 00 48' 75.0 90-0 to 48" - - 75.0 80.0 Z o n 53-1/8' 75.0 90.0 = 521-1/8' - - 75.0 90.0 • fo Q OK) w 19-1/8• 75.0 24' 75.0 90.0 TO QUALIFY FOR SMALL MISSILE IMPACT RATING 26 1/2' 7s.o aD.a o EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. 3 z 32" 63' 75.0 90.0 - Z c2 Q`t 37' (6) 75.0 90.0 1 40" 75,0 90.0 f 1/8' HEAT STREN'D.GLASS $ W rn f 48' 75.0 90.0 5 5/16•AIR SPACE PRODUCIRBVISED z a400" Isewlththemoride 53-1/8' 75.0 90.0 1/8'HEAT STREN•D. GLASS Buttdle•Code T 1/8"HEAT STREN'D.GLASS 3/16"HEAT STREN'D.GLASS 5-OQ'A 19-1/6' 73.0 90.0 y1 AcxptrLa No IC�Pw1 w 090"Interlayer .090'Mlerloyer OBD'Interlayer 4etl0e Delo LL 24' 75.0 90.0 DuPont Butocite PVB DuPont Butoctte PVB DuPont Butocite PVB 9 g $ 26-1/2' 75.0 90.0 W By'Kummy Amedca, Inc.' By'Kuromy America, Inc.' By'Kuroray Americo, Inc.' By 32' 76' 75.0 90.0 li opt act 1 0 S R 37' 76" 75.0 90.0 a 1/8' HEAT STREN'D.GLASS 3/18•HEAT STREN'D.GLASS 1/8• HEAT STREN-D.GLASS c gr q R Z Lt �g3g� 48' 75,0 90,0 i SILICONE F MI SILICONE SILICONE • i m DOW 899 3 mm DOW 899 i m DOW 899 53-1/8' 75.0 90.0 b .l I I • • • • •� C pry •-'n m 16 m c7• 6 I • • • • • • ra IB 21 ai p11 '^o a m • I! I •• • • • • • 13 a`m • • ••• • 0 • III BLOCKS AT •• 1 •• • • ••• LAM.BCLASS AND NSUL LAM.GLASS NOTCH GLAZING BEAD LEG TO CLEAR 8L.00KS 8 • 21 8A 21� OB 21 Engr.JAVAD AHMAD .1 CIVIL c 13 AT 1/4 POINTS ON LRES • • 13 AT 1/`POI"QN LITES • • 13 AT 1/4 POINTS F CAN. 76 2 WIDER THAN 36"ONLY • • VAD&R VAN 3j ONLY • • • 24 ALL SIZES � g GLASS TYPE 'A' •• GL�SS TYP��B' • •• GLASS TYPE 'C' - NOTE: • •• • •• • • • drOW10 GLASS CAPACITIES ON THIS SHEET A E ••GLA;NG OT�fPMS • 000 • ZQ15 9 BASED ON ASTM E1300-09 (3 SEC. GUSTS) W09_08 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 sheet 20f 6 • • • • • • • • • • • •• •• • • • •• •• 000 0 0 0 ••• • • Isy TYPICAL ANCHORS /' O SEE ELEV_.D,FOR SPACING TYPICAL STAFROR� WOOD BUCK SEPEASPCIN :EDGE DIST. MIAMI-OAD.E COUNTY APPROVED MAMULLION k MULLION ANCHORS XM- 1iEOCE DIST. UCTURE ZSEE SEPARATE NOAO EDGE DIST • w �o o ____ Ll am ♦ w Yw V� E 9 m WM TYPM,AL ANCHORS TYPICAL ANCHORS g <g SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING ti 00 dA J i I o ' O WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. a , MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM J N AND TRANSFER THEM TO THE BUILDING STRUCTURE. J 12 TO OPTIONAL LATCH TYPICAL ANCHORS: SEE EL Y. FOR SPACING = 2f FP 1/4" DIA ULTRACON BY 'ELCO' (FU-177 KSI,Fy-155 KSq tu a B 14 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES j w P D O 0 3 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) 8 P w x i 3 coM N W 4 14 THRU iBY BUCKS INTO CONC. OR MASONRY (3 O oM1 � _ 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) Z 3 i is xt 1-1/4' MIN. EMBED INTO CONC. OR MASONRY AM o 3 3 z DIRECTLY INTO CONC. OR MASONRY O 0 I 1-1/2" MIN. EMBED INTO CONCRETE (HEAD) I U w 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) o I ,814 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) J i INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES tt STEEL : 1/8" CA MIN. (Fy a 36 KSI MIN.) 1 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) R (STEEL IN CONTACT WITH ALUMINUM i0 BE PLATED OR PAINTED) «p �e TYPICAL EDGE DISTANCE g I 11A INTO CONCRETE AND MASONRY = 2-//2" MIN. INTO WOOD STRUCTURE - 1" MIN. O t5 i is INTO METAL STRUCTURE = 3/4" MIN. op?B C •• •�• • • • • • •• t M •• WOOD AT HEAD. SILL OR JAMBS SG m 0.55 MIN. > S y • •• • • • • ••• • CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. • • • • • • • • • C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS em 2000 PSI MIN. •• 000 •• • IQOldbC StINISBD _ 'ro..*yf"kb 1M Pb" Engr.JAVAD AHMAD 'ouaAns cede CIVIL } Ee Aepeppnce No 406 RA.PE 70392 0 _ ... .•. r�� CAN. < o '. •.s \ i•• i• • i•• SELLA I••• • • ,I M 015 dmwing no. ALL JOINTS AND FRACONNECTIONS SEALED WITH W09_08� JOINT SEALER. sheet Sof 8 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1'[EM/ PART / RRQD. DESCRIPTION MATERIAL LAND./SUPPLER/RMWKS I FY101 1 FRAME HEAD 6063-T6 - I 2 FYI 15 1 FRAME SILL 6063-T6 - Z 3 FY103 2 FRAME JAMB 6063-TB - 4 FY104 1 FIXED MTC.RAIL 6063-T6 - Tj 5 FY105 1 VENT TOP RAIL 6063-T8 - a L 6 FY114 1 VENT BOTTOM RAIL 6063-T6 - ,_ 0 a 1 0 7 FY107 2 VENT SIDE RAIL 6063-T8 - d IJ 8 FY108 AS ROD. GLAZING BEAD(5/16'LAM.CUSS) 6063-T6 IIA FYIO9 AS ROD. GLAZING BEAD(7/16'LAM.GLASS) 6063-TB -_ 0 MIAMI-DADE COUNTY BB FY110 AS ROO. GLAZING BEAD(INSTIL.LAM.CLASS) 6063-T8 /zy pp Ly APPROVED MULLION 9 FY116 2/VENT SASH STOP 6063-T5 - p L<a SEE SEPARATE NOA TYPICAL ANCHORS C 4'.0- SEE ELEV. FOR SPACING 11 FY113 2/VENT SPRING LOADED LATCH.AT 7'FROM ENDS 6063-T6 - 00 O�o 11A - 1/LATCH LATCH SPRING ST.STEEL - 12 SL203P 2/VENT SWEEP LATCH.AT 12-1/2"FROM ENDS ZAMAK SULLIVAN&ASSOC. 2 _II 12A /8 X 5/8- 2/LATCH LATCH INST. SCREWS Sr,STEEL FH SMS a 61 T 13 - AS REOD. SETTING BLOCK EPOM DUROMETER 80*5 SHORE - - = 14 /6 X 1' AS RECO. FRAME&VENT ASSEMBLY SCREWS CRS PH SMS 14A /e X 3/e 2/VENT BOTTOM RAIL ASSEMBLY SCREWS CRS PH SMS 15 E207 AS REDD. BOTTOM RAIL SEAL-SERIES 101 NEOPRENE ULTRAFAB v J j1 ---- 16 E203 AS REOD. GLAZING BEAD BULB _ SANTOPRENE ULTRAFAB 18 W23181 AS REOD. FIN SEAL W'STRIPPING - ULTRAFAS 19 FY117 4/VENT SASH GUIDE CELCON M&M PLASTICS W 19A /6 X 3/8' 1/GUIDE SASH CUBE INST.SCREW CRS OH SMS TYPE B w WINDOW WIDTH WINDOW YAM 20 F210 2/VENT SASH BALANCE - SUPERBOOST BY BSI c �00 20A IS X 5/8' 1/BALANCE BALANCE INSr.SCREW - P FH SMS Nn 1 3 mn N 21 AS REDD. GLASS SPACER SILICONE FRANK LOWE 13 0 O; n 22 - 1 5/16`BOX SCREEN - OPTIONAL Z 23 FY120 - - RUSH FRAME ADAPTER 6063-TB OPTIONALTYPICAL SEE ELEV. FOR SPACING E SPACER ST.STEEL CARDINAL XL 0.d OJ O s LL, 1/4-MAX. c 1/4'MAX. VENT WIDTH SHIMS p SHIM IBY 1/4'MAX. METAL 3 C WOOD BUCKS SHIM STRUCTURE N yL X 9 C 9 IB 7 20 of p.. TYPICAL ANCHORS 1 2' _ _ SEE ELEV. —I—ANCHORS r $ i FOR SPACING SEE ELEV. Ls' FOR SPACING a a1 v2• 3 W _ _ _ •• • • • •'CON•.• SCREEN oPrKNiAI---- -- • ••• • • •MANRY 0 8 c g 3 S • •• • • • • w W a o0 14 EXTE RLOR gggy - 3 Oqr.JAVAD AHMAU N •P n_ • r FLA.PES 70592 S' D.L. OPG. • • • ••• .••_ :• CAJJ. 1 WINDOW WIDTH • • • • 0 E01 Cade • •c • •• A 5 drawing no. I�( ••• ••• W09-08 1 Ely how Co sheet 4of 6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS 0*-,U EDGE 01ST. SEE ELEV. FOR SPACINGw TYPICAL ANCHORS METAL MAMI-IA1DE COUNTY APPROVED SEE ELEV. FOR SPACING STRUCTURE MULLION k MULLION ANCHORS ..H EDGE DIST. SEE SEPARATE NOA Z EDGE GIST. I L a 18 Q� • CCy0 ALT. aQg •iQyj� TYPICAL ANCHORS Q; O h SEE ELEV. FOR SPACING LL 1 a W J J a J N Vl � � yp� In � l xV 4 I O � O n 31" 001" .o M 1/4-MAX. O 3 Z4 SHIMSALTR v O F - TYPICAL ANCHORS H W o1 SEE ELEV. FOR SPACING 1N n' O .c C. . a MASONRY � � 9 � w O •• ••• • • • ;• • •• `•:t�oa ALT. • • •• • • • • o • •• • • ••• • 0—... INSTALLATION DgTAILS WITH FLUSH FRAME ADAPTER Engr.JAVAD AHMAD N s OmL FLA.PE 7059FWds 2 0 ro � PRODUCtREVIft .. • ••• • ••• CAN.3538 = v "- - • • • • ildin ' D • • •• • •• ;AG�tlW� �• fTFONIfI 110. • - ... . ... rkPY� oiy 015 e Sheet 5 of 6 ••• • • • • •o• • • • • • • • • • • • • ••• • • • ••• • • I� 2.750 r1.281�1 41 V � o W m .Dsz 14 0 la 1.668 613 2.50 .078 .062 1♦ zd i Z 2812 0 I ,t U Q FRAME HEAD 1.202-1i 2.061--I S 1 2.674 {ry7 q <a Q FRAME JAMB i a O i6 sp a .062 '��( 2.188 --{ �{r 1.375' .375 I .519 .94 I � I I .130 W Oj 1.001 _ C T � � r N ,04 .803 .803 .045 .803 I W 1.422 I �-1 1 Q FIX. MEETING RAIL O 1.047 �7 t.047 8® U o J 1,340 GLAZING BEADS I4( �1�I f� 1.250 LJVU .062 r=ii W 2.063 .067 .062 1.1140 14 o N~r, o to h 1.140LL .621 �j O Or'1 O VENT TOP RAIL 7 VENT SIDE RAIL Z 3 2.027 / 0.�} n 1.247 W O O62 2.773 1.445 St 1.92 1.750 1.254 .078 F Y $$$�� 485 963 1.14oL. VENT CORNER DETAIL • Q VENT BOTTOM RAIL SPRING LQAQFD LATCH 2.974 I n _ • • • o r+ao dry • •• • gog c .062 •• •• •• • • • •• a 3.002 2.6BB7 Ergr:JAVAD AFIIAAo r e M.PE 70592 06z �. _ • • ••• • •_ PRODUCI•R8V U�Plorld6 o.A.N. .500 .769 • • • • os conplY�{ .874 • • • • • ON 1 .500 • •• • •• �me EO 2015 drawing no.. 2.750 - 2.811 ••• • ••• • By Wp9-08 C FRAME SILL 'Y3 FLUSH FRAME ADAPTER pred" 4 � sheet--6-f6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI-RADE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE NOA www.miamidade.gov/economy Eco Window Systems,LLC ' 9114 NW 106 Street Medley,FL 33178 COPE: 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 AI-IJ(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 this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code- including the h Velocity Hurricane Zone. 0000 DESCRIPTION: Series"Eco-Guard 200"Aluminum Horizontal Rolling Wipdow;L. .l!.••• ••••;• APPROVAL DOCUMENT:Drawing No.W09-12,titled"Eco-Guard Series-20• Al Vi .Rolling Hoifi 0ling •00 Wdw.(L.M.I.)"sheets 1 through 7 of 7,dated 02/24/09,with revision E dated 0721,5*Jt ,prepared yy Al- • Farooq Corporation, signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration dale loy the MiairiiWaae 0 0 0 0 County Product Control Section. 000000 MISSILE IMPACT RATIN Large and Small Missile Impact Resistant '' '' 0 0 0* .•••.. 0000.. LABELING: Each unit shall bear a permanent label with the manufacturer's naing or logo, city, state,..:. . 0000 model/series, and following statement: "Miami-Dade County Product Control �prV%ed", ur�fess otherwise•.. noted herein. •0 0 • 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 NOA#14-0317.01 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. NOA No. 15-0728.05 M[AWD=ECouNTY Expiration Date:,May 27,2019 Approval Date: September 03,2015 s1241'S Page I [ f Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SURAUTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0312.08) 2. Drawing No W09-12, titled"Eco-Guard Series-200 Alum.Horiz. Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7,dated 02/24/09,with revision E dated 07/15/15, prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201794 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked—up drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7635, dated 12/09/14, signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA#14-0317.01) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 **0009 2)Uniform Static Air Pressure Test,Loading eu Fj3C TAS 202-94 " 3)Water Resistance Test,per FBC,TAS 202*..: *••••, .... ;• 4)Forced Entry Test,per FBC 2411 3.2.1,TSS 202-94 along with marked-up drawings and installation diagram of a XOXaluminum- horizontal lumin um;• • horizontal sliding window,prepared by Hurricane Engineering&`Testing,'Inc.,Test••;••. Report No.HETI.08-2226A,dated 01/15/09, signed and seared by*Candido-F:Font00 , • P.E. (Submitted under NOA#09-0312.08) ••••% 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 01;9g ;....; 2)Cyclic Wind Pressure Loading per FBC,TRS 203-94' ' along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test ReportNo.HETI-08-2226B,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08-2227,dated 01/15/09, signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) Man ue er ,P.E. Product Cont of Ex finer NOA No. -0728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(coNTuqu>D) 5. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 r 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 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2228A,dated 01/15/09,signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 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 XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08-2228B,dated 01/15/09, signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) •••• 7. 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 2;.XjKaluminulp ,• • horizontal sliding window,prepared by Hurricane Engineering&.Testing$,Inc.,Test. Report No. HETI-08-2229,dated 01/15/09,signed and seaIA by-&ndiV V.Font, ••:••• P.E. 00:*0: . • ••..• (Submitted under NOA#09-0312.08) :• •0 •• 8. Test reports on: 1)Large Missile Impact Test per FBC,TAS 2OP--90 ....:. 2) Cyclic Wind Pressure Loading per FBC,'SAS 203-94:•"•• ;•��; along with marked-up drawings and installation diagram of a XOX•alunitmul horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.;Test Report No. HETI-08-2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-03X2.08) 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 XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08-2230B,dated 01/15/09, signed and sealed by Candido F.Font, P.E. , (Submitted under NOA#09-031.2.08) dd� Manuel P ez,P.E. Product Controlxa iner NOA No.15--0728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-2 ' F Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with C Stn Edition (2014), dated 07/08/15,prepared by Al-Farooq Corporation, siWILEd tutu Scale a a 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. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 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. F. STATEMENTS •• 1. Statement letter of conformance,complying with BC 5"'EditiQn.(20141 of ncr•••;• financial interest,July 8,2015,signed and sealed 5y ava a , ...... .. ...... G. OTHER 1. Notice of Acceptance No. 143-0317.01,issued to Eco Window•Systems,XT Tor thea;••• Series"Eco-Guard 200"Aluminum Horizontal Rolling Windd*`•I..M.I,", $proved"" on 04/10/14 and expiring on 05/27/14. " " o '*0*0*• . . . . ...... •• Manuel a z,P.E. Product Contr l aminer NOA No.-15-0728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-3 f M' 111' (12))ANCHORS AT MIG.SIRE AIDS TYP. V WINDOW WIDTH WINDOW WIDTH (4)ANCHORS RE00.FOR S. AND MARKED WITH W ON SHEET 2 ONLY I 3 1/2'MAX. 4' 3 1/2'MAX. 10 5/8'MAX. 4- HEAD/SILL 0 HEAD/SILL HEAD/SILL r 3' — HE4D/SILL A CORNERS CORNERS I y Sn CORNERS 4 II it D 11 11 E 4 I� /. �I D 1� /. �I /• a l I \ II X11 --IL Lit % �m n s � O I -- I � t I��jl I� �I p - -- - - - ---- - 1 B I I I I B I I I FALSE MUNTINSFALSE MUNnNS — ' 31 i/4' 32 3/4' 32 3/4' 32 3/4' (SURFACE APPUEDI (SURFACE APPUEDI MAY BE USE D.L. OPG. D.L OPG. MAY BE US D.L.OPG. D.L.OPG. 36 3/9' 36 7/6' ECO-GUARD SERIES-200 VENT WIDTH VENT""DTH ALUMINUM HORIZONTAL ROLLING WINDOW mM DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER O CHARTS SHOWN ON SHEETS 2. THESE WINDOWS ARE RATED FOR LARGE k SMALL MISSILE IMPACT. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE 3 i SHUTTERS ARE NOT REQUIRED. TO QUALIFY FOR SMALL MISSILE IMPACT RATING COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER .t EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. WINDDW TYPES IN MODULES OF TWO OR MORE WINDOWS USING W me MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL o 1/8' HEAT STREN'0.GLASS WILL APPLY TO ENTIRE SYSTEM. 6jAIRS16'NR SPACE THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 1/8'HEAT STREWD.GLASS 1/8'HEAT STRFN'0. GLASS EN'0. GLASS REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY B 080'Int�lloyar 090'Interloyer loyr HURRICANE ZONE(FIVHZ). ' n Butoaite PVB Sense VB W000 BUCKS BY OTHERS, MUSE BE ANCHORED PROPERLY TO TRANSFER g Kura America,Ina.' By'Kura Americo.Inc.' LOADS TO THE STRUCTURE.BY' �Y �' y Americo, Ine.'1/e'HEAT STREN'D.G1A55 1/8'HEAT STREN'D.GLASS ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.ANCHORSEAT STREN'D.GLASS EMBEDMENT TO BASE MATERIAL SHALL BE BMND WALL DRESSING OR STUCCO.SIUCONE SILICONECARDINAL XL ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE DOZY CORNING 899 DOW CORNING 899 EDIjENOT PART OF THIS APPROVAL. GE SCS 2000 GE SCS 2000 ST•STEO• • • cg ^14A zA LOAD DUfTATIDN INCRfiASE R USED IN DESIGN OF ANCHORS INTO WOOD ONLY.SHAME•• • ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE.•DOW III • �g<•uo ro 2 '� • • • • • • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/IAETAL SCREWS,THAT a m COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. $ En-JAVADLAIIMAII PRADUCTRBVISBD 1 S 9 • •• • FLA.PE 2 m camplyini;Mth Qro FTorMM• • • • CAN.95 BuildmS Code 10 10 • • • Amylenm No �.(�f Tye • • • • • inNien lJeb O19 i{ b b AT 1/4 POINTS ON LRES AT 1/4 POINTS ON LRES ••• •• Alb ty POINIPS :W"BLACKS AT ,� By 29 WIDER THAN 36'ONLY 8 WIDER THAN 36'ONLY 9 ALL SIZES LAM.GLASS AND INSUL LAM.CLASS Mlom Pr q drawing no. NOTCH GLAZING BEAD LEG TO CLEM BLOCKS GLASS TYPE 'A' GLASS TYPE 'H' GLASS TYPE 'C' � 2015 WO9-1Z GLAZING OPTIONS ••• • • • • 000 • • sheet of 7 • • • • • • • • • • ••• • • • ••• • • P DESIGN LOAD CAPACITY- PSF(X0,OX OR XX SIZES) DESIGN LOAD CAPACITY - PSP (XOX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) 1(5��Iul w N W/0 REINF. WITH RE1NF. W/O REINF. WITH REIN?. W/O REWF. WITH IMINK GIA.9S TYPE GIASS TYPE GIASS TYPE CIASS TYPE GLA39 TYPE GIASS TYPE GIASS TYPE- CIASS TYPE CfASS TYPE 50' WINDOW DIPS. A 'A' 'B' 'C' WINDOW DIMS. A 'A' '8' 'C' WINDOW DINS. A 'A' Z % WIDTH HLS EM.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) YTpTH HEIGHT FJ(T.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INi.(-) 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 GOA 74" 28' 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 26" 9 70.0 80.0 80.0 90.0 70.0 80.0 a 37" 26" 4� 70.0 80.0. 80.0 90.0 70.0 80.0 106-1/4' (3) 12 70.0 80.0 80.0 90.0 70.0 80.o 106-1/4' (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 00 SS-1/8" (3) 6 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 8 70.0 80.0 80.0 90.0 70.0 80.0 74' 3,11-3/8" 9 70.0 60.0 80.0 90.0 70.0 B0.0 74" 38-3/8' 9 70.0 80.0 60.0 90.0 70.0 80.0 26-1/2` 4 _ 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (4) 12 - - 80.0 90.0 70.0 60.0 • 37" 38-3/8" 4 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 - - 80.0 90.0 70.0 80.0 C ~ 53-1/8" (4) 6 70.0 80.0 80.0 90.0 70.0 80.0 74" 50-5/8" 9 70.0 80.0 80.0 90.0- 70.0 80.0 74" 50-5/8" 9 70.0 80.0 80.0 90.0 7011 80.0 Q 74• 8 70.0 80.0 60.0 90.0 70.0 80.0 106-1/1" (S) 12 70.0 80.0 80.0 90.0 70.0 80.0 (5) a 26-1 2" 4 80.0 90.0 70.0 80.0 111" 12 70.0 60.0 80.0 90.0 70.0 80.0 74" 63' 9 70.0 70.0 60.0 90.0 7011 80.0 37" 50-5/8" 4 70.0 80.0 80.0 90.0 70.0 80.0 74' 9 70.0 70.o 80.0 90.0 70.0 80.0 (6) 3�i (5) 6 70.0 60.0 80.0 90.0 70.0 80.0 106-1/4" 83" 12 70.0 70.0 80.0 82.8 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 7011 80.0 2 M j 74" 8 70.0 80.0 80.0 90.0 70.0 80.0 11 . (6) 12 70.0 70.0 80.0 80.4 70.0 80.0 84" 24' 9 70.0 80.0 60.0 90.0 70.0 80.0 _ - 4 70.0 80.0 60.0 90.0 7011 80.0 72' 9 70.0 80.0 80.0 90.0 70.0 80.0 96' (3) 12 7011 80.0 80.0 90.0 70.0 80.0 as IY eeelll 37' 63' 4 68.9 77.5 80.0 90.0 70.0 80.0 84" 24' 9 70.0 80.0 50.0 90.0 70.0 80.0 106" 12 70.0 80.0 50.0 90.0 70.0 80.0 53-1/8" (6) 6 _ 70.0 -70.0 80.0 90.0 70.0 80.0 96" (3) 12 70.0 80.0 80.0 90.0 70.0 60.0 72" 9 70.0 80.0 80.0 90.0 70.0 60.0 J U o 74. 8 70.0 70.0 80.0 80.4 70.0 80.0 108' 12 70.0 80.0 80.0 90.0 70.0 80.0 84" 36' 9 70.0 80.0 80.01 90.0 70.0 80.0 ri 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 9011 70.0 80.0 96' (4) 12 70.0 80.0 90.0 90.0 70.0 80.0 J uJ 24" �S 36" 70.0 80.0 80.0 90.0 70.0 80.0 84' 36' 9 70.0 80.0 80.0 90.0 70.0 80.0 108" - - 80.0 90.0 70.0 80.0 (n 48" �3) 70.0 B0.0 60.0 80.0 70.0 80.0 96" (4) 12 70.0 60.0 8011 90.0 70.0 80.0 72' 9 70.0 80.0 80.0 90.0 7o.0 80.0 60• 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 8D.0 90.0 70.0 80.0 84` 9 70.0 70.0 80.0 90.D 70.0 80.0 72" 70.0 80.0 60.0 90.0 70.0 60.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 98' 12 70.0 70.0 80.0 90.D 70.0 80.0 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 84' 48' 9 70.0 80.0 80.0 90.0 70.0 80.0 72' 60" "0 9 70.0 70.0 80.0 90.0 70.0 80.0 � �� 36" 4 _ 70.0 80.0 80.0 90.0 70.0 80.0 96` (5) 12 70.0 80.0 80.0 90.0 70.0 80.0 (6) (3.N7 s 48` (4) 6 70.0 80.0 80.0 9011 70.0 80.0 106' 12 70.0 80.0 80.0 90.0 70.0 50.0 A = NO. OF ANCHORS PER HEAD k SILL o- (4) N 80" 6 70.0 80.0 80.0 9011 70.0 80.0 72" 9 70.0 70.0 80.0 90.0 70.0 80.0 ( ) - NO. OF ANCHORS PER JAMB Z 72" 8 70.0 80.0 60.0 90.0 70.0 80.0 64" 60' 9 70.0 70.0 80.0 90.0 70.0 80.0 3 24' 4 70.0 80.0 80.0 90.0 70.0 80.0 96" (6) 12 70.0 70.0 8011 90.0 4 70.0 80.0 3 Z r4i �• 4 80.0 90.0 70.0 80.0 108' 12 70.0 70.0 Bo.O 87.6 4 70.0 s0.0 U W J 4g' ) 8 70.0 80.0 80.0 90.0 70.0 80.0 A - NO. OF ANCHORS PER HEAD & SILL W 60' 8 70.0 80.0 80.0 90.0 70.0 80.0 ( ) = NO. OF ANCHORS PER JAMB (1/4W) (1/2W) (1/4W) n' 8 70.0 80.0 80.0 90.0 70.0 80.0 •MAX. LOAD FOR THESE SIZES IS -90.0 PSF 24' 4 70.0 60.0 80.0 90.0 70.0 80.0 WITH (4) ANCHORS AT MTG. STILE ENDS 36" 4 _ 70.0 80.0 80.0 90.0 70.0 80.0 ;0 8 G 48" �6) 6 70.0 70.0 80.0 90.0 70.0 80.0 60" 6 70.0 70.0 80.0 Sao 70.0 60.0 (1%SW) (1/3W) (1/SW) 073 $ 72' 8 70.0 70.0 80.0 87.8 70.0 80.0 3 H OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH u Rgg JAMB °838 NO, OF ANCHORS PER 'XOX' ■MAX. LOAD FOR THESE SIZES IS -90.0 PSF HATH (4 ANCHORS AT MTG. STILE ENDS -- OPE ING VENTS•TO I /.3.OF•1H WI 0 WIDTH NOTE: i' • • • 1 GLASS CAPACITIES ON THIS SHEET ARE E s s g S • •• • • • • ••• • BASED ON ASTM E1300-09 (3 SEC. GUSTS) • ° • �!0)r • • • • AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 0 Engr.JAVAD AHNMn CML PRODUCT REVISED FLA PE S 70592 ea ee,a?1Fing will life Flo7Me 1 ()48 01dNe1g Cod4"50 �:• . • Acaeq-:L FT AND RIGHT VEN15 TO BE OF EQUAL GLASS DLO WIDTHS ALL EXTERIOR+) LOADS SHOWN ON THIS SHEAT ARE onLn-Kb uFOR %VRDOWS:)IITR Apb-ON SER VOFRADE:31LL 0 20 fey XO OR OX' FOR W9D0SILL•(NO RESER) LIMIT EXTJJf)LORDS TO 67.0 PSF9� � SEE SHEET 3 FOR DETAIL. sheet 2 of 7 • • • • • • • • • • ••• • • • ••• • • TYPICAL ANCHORS IffyU W000 BUCK FOR SPACING YDIV METAL mSTRUCTURE MIAMI–DADE COUNTY APPROVED EDG6 DIST:. EDGE DIST. Z d. MLA110N h MULLION ANCNORSq•' SEE SEPARATE NOA OEDGE DIST. S u A t9 _ tl ' TYPICAL ANCHORS TYPICAL ANCHORS O SEE ELEV. SEE ELEV. TYPICAL ANCHORS �T FOR SPACING FOR SPACING FOR SPACING li= – a 0 WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. o MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. WEEPHOLES: TYPICAL ANCHORS: SEE ELEV. FOR SPACING u W1 3/8" X 2-1/4" WEEPHOLES AT EACH END 1/4" DL4, ULTRACON BY 'ELCO' (Fu-177 KSI,Fy-155 KSI) w ... a AND 37" O.C. MAX. INTO 29Y WOOD BUCKS OR WOOD STRUCTURES w 6 O SEALANT: 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) 3 no a4� = THRU 1 BY BUCKS INTO CONC. OR MASONRY 3 M W ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 8 O o n n c E' JOINT SEALER. 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) p W 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) Z 31J DIRECTLY INTO CONC. OR MASONRY 555{{{ - z 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) O^p X 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 0 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) 9 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) `o R JL_ 14 15 18 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o TYPICAL EDGE DISTANCE p5 INTO CONCRETE AND MASONRY = 2-1/2" MIN. € u 2 Ia K H� INTO WOOD STRUCTURE = 1" MIN. tg �i INTO METAL STRUCTURE = 3/4" MIN. 13 n€ g •• ••• • i •• moo$=--=' O 3 W a • • • • • �� °�• WOOD AT HEAD, SILL OR JAMBS SG - 0-55 MM. o°C� 3 �y • • •• • 7; • a .S • •• • 913 SI �•= CONCRETE AT HEAD, SILL OR JAMBS fc - 3000 PSI MIN. ••• •• •• �•• • C-90 HOLLDW/FILLEO NORMAL WEIGHT CMU AT JAMBS I'm = 2000 P51 MIN. 6 , En9r'JAVAO AHMAD - f 9 PRODUCF REVIS® CML d • • FLA.PE 70597 as complying With DIE FkrM& e ,• , -- •'I .. - s a • • c N. 570 Building Code • • AaepumceNo - e 4\x \ •w'' i i."' •'. • • C)201 R irn Due IR $' ti b S . • TYPICAL ANCHORS `• •• . • 1 • TYPICALTNCNOR� • By v OD 8� • SEE ELE�.•• SEE ELEV. WO • MI drawing no. ^ W1 FOR SPACING FOR SPACING W09-12 EDGE DIST. _I EDGE DIST. sheet 3 of 7 • • • • • • • • • • • •• •• • • • •• •• 1/4'VAX. V 1/4"MAX. SHIMS SHIM O O O iBY m 5 21 WOOD BUCKS Z 8 7 TYPICAL ANCHORS TYPICAL ANCHORS — — 17 SEE ELEV. a SEE ELEV. .. FOR SPACING p FOR SPACING 25 A U 23 �. 17 20 ,1 1 f4' I" O CC SCREEN OPT. 40 27 8 17 4 STEEL REINFORCING 11 12 AS REDD. STRUCTURE SEE SHEET 2 FOR CAPACITY Q WINDOW WIDTH Leeelll F O XO LAYOUT J a 1/4"MAX. _1 jl 1/4"MAX. VENT WIDTH VENT WIDTH SHIMS SHIM D.L. OPG. O.L.OPG. IBY n OB O 7 WOOD BUCKS 2 cYiSEE ELEV.17 v. TYPICAL ANCHORS FOR SPACING V1 n Q S I /2' -- - - g O OM N e 17 _ ------ p rIc —$QtEEN OPT ----- SCREEN 0 ____— IS �p Iui S 2 �W mm k' 20 — R W W 8 17 �• 4 1) 1 STEEL REINFORCING D.L.OPG. AS EDD, EXTERIOR SEF SHEET 2 FOR CAPACITY ' v WINDOW WIDTH Q TYPICAL ANCHORS XOX LAYOUT SEE ELEV. FOR SPACING MIAMI DE COUNTY APPROVED MULLION TYPICAL ANCHORS SEE SEPARATE HOA SEE ELEV,FOR SPACING • ••• • • • • •• c m$^ N • •• • • • • S o o o • • • •• - _ - E�gr.JAVAD AHWD PROOUCF REVISED l 'I FIA.AV L 70592 eS cmplyiODUCT EVI E Fblid• •• ••• • C.A.N.t 1 Building Code , • — • • • • _ Acceptance No '� — • - — ---SCREEA OR. • E imliw Deb • • •• • • • 2015 miiam a DIfOw a OD. WINDOW WIDTH WINDOW WIDTH W09-12 sheet 4 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 0 0 0 U EDGE DIST. METAL �� N lu STRUCTURE TYPICAL ANCHORS EDGE DIST MIAMI-RADE COUNTY APPROVED SEE ELEV. f— -y MULLION k MULLION ANCHORS • FOR SPACING I SEE SEPARATE NOA Z 3 0 EDGE I DIST. F a U 1 O 48 28 uzi7- rFOR 2 n ALT. Z s AL ANCHORSPICAL ANCHORS 3 I• LEV. EE ELEV. F SPACING R SPACING Q� f 0 U to � W yn I �o o � I/4.MAX. SHIMS ALT. TYPICAL ANCHORS 8 U W R SEE ELEV. u W m Z FOR SPACING O a, 7 TYPICAL ANCHORS SEE ELEV.FOR SPACMG •• ••• • • • • • •• � •S��Kn ALT. • • • • • • • • • y INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engr.JA AD AHMAn PRADUCTREVISEDCNIL ' q ti e�rnmPlyiag wiY�IheFbTWA H r • ••• • ••• • • 1-PE t Dulid..Cade n� '.' • '• -• • • • • .�.' - - 'inion Dak .-I Ip'.• ••• • ••• • ••• • dU 0 2015 �� drowfng no. •• EDGE DIST.^ • W09-12 sheet--50f 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1.067 ITEM PART/ QUANTITY DESCRIPTION MATERIAL MAN?./SUPPLIER/REMARKS 4 1�--2.750 1� 1 mol 1 FRAME HEAD 8063-T8 - m 3/16' 2 FY202 1 FRAME SILL 6063-T6 WpI '500 •71i 1,4M �r �---( 3 FY203 1 SILL TRACK INSERT 8063-T8 - I��jI 4 FY205 AS REOD. MW. FRAME JAMB 6063-TG [12, 13 � � r////� 5 FY101 AS REOD. FIXED FRAME JAMB 8063-T6 - . 2 1.718 I 6 FY104 1/VENT FIXED MTG. RAIL 6063-T6 - Q 3.249 I 1.40--I O O - 777i U 7 FY105 1/VEM VENT INTERLOCK 8063-TB [12 M06 1/VENT JAMB STILE 8063-T6 9 VENT TOP/BOTTOM RAIL STEEL REINFORCING FY107 2/VENT TOP AND BOTTOM RAIL 6063-T6 - A Lx FYI 08 AS REOD. GLAZING BEAD(LAM.GLASS) 6063-T6 - V ems/ 2'095 .519-rl -�•�r-.130 FY110 AS REOD. GLAZING BEAD(INSUL. LAM.GLASS) 6063-T6 - 1.250 I I - AS REOD. REINFORCING BAR STEEL O Q 4 •718 .045 •803 .045 - AS REOD. REINFADD-ORCRIL 8IS STEEL - it FY204 AS RTEQD. ADD-ON SILL RISER 6083-i6 USE AS REOD. Q '� O7 FRAME HEAD2.246 1.047 14 FY208 4/VENT ROLLER FpU51NC k GUIDE CELCON = LL= 1.140 1.047 15 FY209 2/VENT ROLLER BRASS .062 a ' 1.1401.610 219 f0 GLAZING BEADS ® 16 FY210 2/VENT ROLLER PIN ST.STEEL O 17 /8 X 1AS REOD. FRAME/VENT ASSEMBLY SCREWS CRS P.H.SMS _ 1.344 18 OB X 3' 2/VENT FIX. RAIL SILL SCREWS(SILL END) CRS P.H.SMS V c .813 19 W23181 AS REOD. FIN SEAL W'STRIPPING - ULTRAFAB J n O JAMB STILE ZO 03007190 AS REO-. BULB SEAL 0-LON SCHLEGEL 1.058 21 E207 AS REOD. BULB SEAL SANTOPRENE ULTRAFAB, DUROMETER 65t5 � 22 E203 AS REOD. GLAZING BEAD BULB SANTOPRENE LA.TRAFAB• DUROMETER 6515 W 3.8762 SOt 1.250 23 FLB-50 AS REOD. GLASS SPACER SILICONE FRANK LOWE (�-1 .076 24 SL203P 2/VENT SWEEP LATCH - SULLIVAN dt ASSOC. 7' 25 J8 X 1/a' 2/LATCH LATCH INST.SCREW ST.STEEL OH SMS Ln U~j c_ 'r-LO 140 A1.340 26 WA2L 2/WOW. WEEP VALVE PREFERRED ENG.PRODUCTS M n .082 27 t/VENT 5/16'BOX SCREEN OPTIONAL `moi Q o M n '500 28 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL Z 3 L 11.344 29 - 2/LRE SETTING BLOCK EPDM DUROMEFER BOt5 SFpRE A 171 3 2§ n V- 2.750 7 MEETING RAL O 't 2 FRAME SILL W rn m 2ASS-7 O 1.314 250 082 .202 1.L22 .340 .312 $ o 8 o .062 1.375 C O3 SILL TRACK nl g FIXED MTG. RAIL .500 1.187+{ .750 •• ••• • • • • • •• c n 8 A_r .062 • • • • • • • • • 0 .082 •• ••• •• • • • •• q 2.750 2.812 2.812 2750 Eng,;JAVAD AHMAD pRIMULT RRVISBD Y ,M 0 2.688 CIS ea te�rylyin8 with IM PIaLWd c • off • •• • • - FLA.PE 539592 -wilding Chde _ _ _ _ I _ _ _ • • • r • • • _ Atteptwca No ILL ._ILL .500 -( • • • • 1?a ilalion bide �' -S p 674 F� .989 ••• • •• ••• ••• .�)I_ `��C M Uak Product Cont `.'099 n 1.687 1.886 Q4 MOV. FRAME JAMB s0 FIXED FRAME JAMB 29 FLUSH FRAME ADAPTER sheet 6 of 7 • • • • • • • • • • ••• • • • ••• • • a Z ~ 3 90 dr O o <o o 0 3 FRAME TOP CORNER J VENT TOP/BOTTOM CORNERS } LL in K o qq t� 3." 4 0010 Z 3� 3Z�� Oa U�w W rnf D •• • ••• . �•S� r N • • • • •.. O • • •• • • 'e •• •• • • • • •• C<m o o W •• ••• •• • • • gg Engr.JAVAD AHWD PRODUCT REVISEDCML • ••• • FEM 60TTOM CORNER• Fu. E X0592 i m6 IM the florid• o • • • • • • •- • c S AccepimeeNoIS� x6,09 r• �. • • • , • • •� • 'ntlo•Dw 19 t8 • •• • •• • • • Ry ••• • :.0 • ••• • 9 Q ZQ�S drawing no. W09-12 FlXED MTG. RAID CQBNEB sheet 7 of • • • • • • • • • • • •• •• • • • •• .• ••• • • • ••• • • I 1/7/2016 Florida Building Code Online w.er.r Honda Depammito► BCIS Home I Login user Registration Hot Topics Submit Surcharge I Stats&Facts I Publications I FBC Staff BCIS Site Map Links I Search Busines Professi I &USER:Publiic User l Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail •' FL# FL15210-R5 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Cl Product Manufacturer 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 i rickw@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 (440)969-9773 Ext 18 0000 scottjohnson@plastproinc.com • • 000000 •••••• •• • ••• • • Quality Assurance Representative Ron O'Connell •••••• '•; ••..;• Address/Phone/Email 5200 W Century Blvd. ***:a* • • • Los Angeles, CA 90045 •••••• (440)969-9773 Ext 16 • • i•••i• • ' ronoconnell@plastpro.com "" • ••••• •• •• •• •• •••••• Category Exterior Doors Subcategory Swinging Exterior Door Assemblies a••:•: • • • • •••••• Compliance Method Evaluation Report from a Florida Regfst r!d Architect or a Licensed•••••• Florida Professional Engineer '�' • • •• : • ' W✓ 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. 9 Validation Checklist- Hardcopy Received Certificate of Independence FL15210 R5 COI CERTIFICATE of INDEPENDENCE.Ddf Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 i file:///C:/Us6rs/USSE-rE%20RODRIGUEZ/Desktop/Florida%2OBuilding%2OCodep/o200riirie.html 1/4 1/7/2016 Florida Building Code Online I G 155 2005 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15210 R5 Eauiv Eauivalencv Of Standards.odf k Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/24/2015 Date Validated 04/26/2015 Date Pending FEC Approval 04/29/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description 15210.1 a. Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door- Grain/Rustic/Mahogany Series 0 Inswing/Outswing(X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.1.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.1 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.1.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.2 b. Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Rberlass,,V?e Door"tfr•Sidelite er•• �• Grain/Rustic/Mahogany Series O Sidelites- Inswing/Outswing•(O cr XO; CkYi r • Fiberglass Door Configurations) • • • Limits of Use Installation Instructions•••.•• • • • Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.2 ndf� „ • :•• • Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt` PPE.43409—so Impact Resistant:Yes Created by Independent Thilicf hrty: Yes• t 600 •• Design Pressure: N/A Evaluation Reports C,••••• • • 99: • Other: See INST 15210.2 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.tradf• 6664*: • • •• additional use limitations, installation instructions and product Created by Independent T'ij j:arly: Yes • particulars. • • • • 15210.3 c. Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiber4ass j)' yVble Dotr'with or with(u •� Grain/Rustic/Mahogany Series O Sidelites-Inswing/OutswingDWX;OXXO-C-eitfiguvations)a • Fiberglass Door • Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.3.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.3 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.3.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.4 d. Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Single Door- Grain/Rustic/Mahogany Series O Inswing/Outswing (X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.4.adf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.4 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.4.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.5 e. Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites-Inswing/Outswing(OX or XO; OXO- Fiberglass Door Configurations) file:///C:/Users/USSETE%20RODRIGUEZIDesktop✓Florida%2DBt ilding%2OCode%200rgirie.html 214 17/2016 Florida Building Code Online Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.5.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15210.5 for Design Pressure Ratings,any FL15210 R5 AE Eval 15210.5.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.6 f. Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelites- Inswing/Outswing(XX;OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.6.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.6 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.6.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.7 g. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door-Outswing(X- Grain/Rustic/Mahogany Series 0 Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.7.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.7 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.7.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.8 h. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites-Outswing (OX or XO; OXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.8.odf 000* Approved for use outside HVHZ:Yes Verified By: Lyndon F. Scbmidt,,P.E.4346%... • ••• •• Impact Resistant:Yes Created by Independent Thi rd4'arty: Yes • •• • ••• • • Design Pressure: N/A Evaluation Reports • • • Other: See INST 15210.8 for Design Pressure Ratings,any FL15210 R5 AE Evalti •• •••••• additional use limitations, installation instructions and product Created by Independent W0 aqty: Yes • • • particulars. • •0•••• 0000 • • • 0000•• • • • • ••• 15210.9 i. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass•Double Door with or withou • • Grain/Rustic/Mahogany Series 0 Sidelites-Outswing(XX; 0Xt(99::onfigu=dkio9s): 00000 Fiberglass Door •• •• •• •• 0000•• • Limits of Use Installation Instructions;0 0:0 • Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.9.odf • • • ego:•• Approved for use outside HVHZ:Yes Verified By: Lyndon F. Scjimidt.P.E.,434��0000 Impact Resistant:Yes Created by Independent 1%ri1IlPly: Yes •••• • Design Pressure: N/A Evaluation Reports 001• 0 0 Other: See INST 15210.9 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.9.odf •• additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.10 j. Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door-Outswing(X- Grain/Rustic/Mahogany Series 0 Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.10.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.10 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.10.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.11 k. Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites-Outswing (OX or XO; OXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.11.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports file:///C:/Users/USSETE%20RODRIGUEZ/Desktop/Florida%2OBuilding%2OCode%200nline.htmi 314 1/7/2016 Florida Building Code Online Other: See INST 15210.11 for Design Pressure Ratings,any FL15210 R5 AE Eval 15210.11.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.12 I. Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelites-Outswing(XX; OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.12.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.12 for Design Pressure Ratings, any FL15210 R5 AE Eva] 15210.12.Ddf I additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.13 m. Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door with Surface Grain/Rustic/Mahogany Series 0 Bolts-Outswing(X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.13.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.13 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.13.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.14 n. Smooth/Wood Grain/White Wood 8'0 "Impact"Opaque Fiberglass Double Door with Surface Grain/Rustic/Mahogany Series O Bolts on Active Door panel -Outswing(XX-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.14.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.434091 Impact Resistant:Yes Created by Independent Third Party: Yes •••• Design Pressure: N/A Evaluation Reports • • 00090* Other: See INST 15210.14 for Design Pressure Ratings, any FL15210 R5 AE Eval 15240.14u al( • additional use limitations, installation instructions and product Created by Independent Thhs Party: Yes••'• particulars. •••••• •• ••• •• 15210.15 o. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Mbergl4s6ec4ngle DoO6 utilising the • • Grain/Rustic/Mahogany Series 0 WINDSERTTm an operational windcAv insert•OEtSNing(X�•• • Fiberglass Door Configuration) • • ee • Limits of Use Installation Instructions • • • • • •• •• •• •• ••• •• Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.15.Ddf i • Approved for use outside HVHZ:Yes Verified By: Lyndon F. ScCr11Rl VE.43409 • • Impact Resistant:Yes Created by Independent Third Party: Yes* • ••• •• Design Pressure: N/A Evaluation Reports • • ;••••• • • Other: See INST 15210.15 for Design Pressure Ratings,any FL15210 R5 AE Eval 21! .1 ••• •• additional use limitations, installation instructions and product Created by Independent Thlr Pa y: Yes*••• ; • • particulars. •• Back Next k Contact Us:: 1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Cooyriaht 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 mail.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: 0® M secun F file:///C:/Users/USSETE%20RODRIGUEZ/Desktop✓Florida%2OBuildirig%2OCode%200nlirie.html 4/4 plastpro 5200 W. CENTURY BLVD. v%:•: LOS ANGELES, CA 90045 37.50"MAX.OVERALL FRAME WIDTH ...•• Smooth / Wood Grain / White Wood Grain A�=4 i Rustic /Mahogany h E 9 . �� oil Series O fiberglass Door \ a m a a INSWING/OUTS WING v 'Z y� ,IMCT' 0 z 3a PA GENERAL NOTES 3 3 Z z S20 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Budding Code0 o z (FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). = z� z LL O o 0 ro 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material w x a shall be beyond wall dressing or stucco. V G ��W W 3. When used in the"HVHP'this product complies with Section 1626 of the Florida Building Code and does not • SW N i—i K U require an impact resistant covering. ,,, E W > >O o m 4. When used in areas outside of the"HVHE'requiring wind borne debris protection this product complies with a ih a a Section 1609.1.2 of the 2014 FBC and does not require an impact resistant covering.This product meets m missile level"1Y'and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of the FBC. co E m 5. For 2x stud construction,anchoring of these units shall be the some as that shown for 2x buck masonry — construction. Ln v N 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed w z = engineer or registered architect. D 7. Outswing configurations meet water infiltration requirements for"HVHP'. All other configurations do not o meet the water infiltration requirements for the"HVHZ"and must be installed only in non-habitable areas or S at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TABLE OF CONIUM • • • •• " MAX. DESIGN PRESSURE(PSF) w ` SHEEN DESCRIPTION • • • • • • • • • SWING FRAME, ss r n i d ti l l ic T • • •• • • • • • n� m 1 Typical elevation,design peures, gDIMENSION POSITIVE NEGATIVE s 8eneral notes MENSI • • ••• • F + . 2 Door panel details 37.50" z • • • • • 0 w3 Ute frame details and glaang details •• 000 •• • • • •• z ° a 4 Horizontal cross section INSWING x +75.0 -75.0 DATE:02/16/12 Z 5 Vertical cross sections 82.00" scuE N.T.S. ° 6 3-point lock details ••• • • 37.50" MO.BY. JK m' s 7 31 nt lock details • • • • • OUTSWING x +75.0 -75.0 CHK.Ert LFS ; ° 8 Buck and frame ancho" • • • • • • • 81.13" 9 Components �� s 0• • •• 0 0 FL-15210.4 n 10 Bill of materials ••• • ••• • ••• See sheets 2&3 for hardware and lite frame design pressure limitations N SHEET 1 of 10 c it ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • G1 G2 TOP RAIL A, 0.4" EXTERIOR *1AP (COMP.)FF ..� ,e' .� .'s' `7 'moi�••••••........• �� 5-1s. INTERIOR //4T IITTT o CAP(PVC) ; L� v 0 x N HINGE STILE(LVL) LATCH STILE(LVL) 11 E z g•0 o 1 HORIZONTAL CROSS SECAON \ KKti 9 g V 2 :•4: o J W K '9 �a: v' a' 0 $ 35.75"DOOR NARDWARFTA6LE _ � LL Zp rn WK)TFI MANWACIUM MODEL MAX DOME t'REfSURE z w 2 KNOB OGNATURESERIM G1 c 6 2 KWIKSET DEADSOLr SIGNATURE SERIES(980) ±75 G2 m w mo d KNOB: T SERIES(151) FSCH�� DEADkXr "B"SERIES(160/6?) +75 & /AMEX LEVEL nu SERIES #75 INTERIOR EXTERIOR a a DEADBOLr FD?SERIES b. / a HOPPE MULD•►OINTLOCK: 3-PONT TONGUE t50 0 L m 1 W i F MULTI-PONT LOCK iRILENNIUM'SOOD'SERIESt 75 0 N 4 2 X o z N = O See sheets 6 and 7 for mulffl)dnt lock details. '.�; w 4 CI ° n SEE HARDWARE RBERGLASS SKIN 3 / TABLE (0.125'MIN.THK.) FOAM CORE (L i / SEE HARDWARE (POLYURETHANE- , ' v,. ^w v $ TABLE •• ••• • • • • • •• 1.9 PCP MIN.) • • • • • • • • • -r Z V BOTTOM RAIL _ DATE:P/16112 0 � D (COMP.) sauc: N.T.S. � • ••• • ••• • • �'BY` JK m DOOR PANEL • • • • • • • •s cHw•r: LFS• • • • • • • 2 VEIMCAL CROSS SECTION DRAW=ND. cc • • • • • • • • • 2 n s • •• • •• • • • FL-15210.4 0 SHEET 2 OF 110 A Y O K 6:6 •• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �2427 MAX. ` �,........ FRAME WIDTH 20.50"MAX. 51W GLASS BITE s v 12 3 D.L.O.WIDTH * ? `_ 13 12 �• 1'OVERALL GLASS THK ............... n '� I Ar ANNEALED GLASS c 1.86 186" �� ••.......... 3'aa b O 0.090"SAFLEX®PVB ''' • `,` ''0 0 INTERLAYER z U z IOU rr 1 J8 ANNEALED GLASS \ E o • m W 1 AIRSPACE ` 9°2 w 5 I 1/8"TEMPERED GLASS \ m a a \v` .` O ) ALUMINUM SPACER 3 E7IT FRAME 4 FRAME C4 0 9 C! 40 5 12 INT. 3a R � C4 GI GlADNG DEUU as m 6 u1EFRAME TARiE � w 4.25' w MANtlFACTURER MAX fit/ a� d �o f►YP•1 FI�SSIIRF GI o ODL WE FRAME ODL ±75 & 2 �a MAX. a a $ FRAME WIDTH RSL +-60 >m 20.75"MAX. D.L.O.WIDTH s Lr N g U EXT N Y p 1/?GLASS BITE o z 15 Wo 1-1/4"OVERALL THK.GLASS 1/8'ANNEALED GLASS 13 13 x 0.090"SAFLEL®PVB k' OO 6 INTERLAYER 1.59" ° g (TYP') 118'ANNEALED GLASS _ 4 E p • r 1.06" r AIR SPACE • • O a • • • • • • n� • • • ••• .8 '0 1fir TEMPERED GLASS •• • • • • • • • ^• �p 1/2"NON SWIGGLE •• • • •• • • Trr z e - z w/DELCHEM#80 POLYSULFIDE 17 �— 1 S. L15210.4 12 n 1/8"BACKFILL 16 6 . 6 M. INT. • ••• • ••• • • EXT.FRAME IM.FRAME _SCREW CAI K s" 2 sLAnNG tlETAIL �_ 15 16 17 CHLS • • • • • . • ` : N s .4 RSL LITE FRAME ••• • ••. • •.. • ti 10 p • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ,.%I 1 2 DAB.INK) 5 5 A Gd * Zia 2 1 C b .' II �.,•. : �� A L n /� II ••..• ••.•• \\ j>O O �� • II,�////III 111 �,```\ �i3 q O � Z INTERIOR " Y X 40 ` e 7 2 l. a 3 y q o o U N 2Q V) V) 6p Jm U EXTERIOR H Q E Q p 27 a o D 2 1 3 4 5 EMB.PP.) of B 5 5 5 a g 3 HORIZONTAL CROSS SECTION 2 1 C D & S a. q Shown w/i X sub-buck O.I S 6 p, � C m n E ° C51NK (n'p,) �+ e' c (1Yp,) L INTERIOR L p N a INTERIOR W o 7 . ir ILI 040 7 �e e 5 p. g a • •• • • • • • .' n� e 11 • • • • • • • • • 0 0 _ ° L •• ••• •• • • • •• 58 p DAIS 02 16 12 i. EXTERIOR EXTERIOR 27 SCAL. N.T.S. 9 • 0:0 • •w r • • E DM.er: JK m HORIZONTAL CROSS SECTION : : • : ": �" 2 HORIZONTAL CROSS SECTION LFs ;- 9 1-1/4"MIN. q Otrhwing shown_irmvtng • • • • • • • • • q Ou}swing shown-Inswing DROM NO, s EMB.IMIN. also approved • •• • •• • • • ako approved FL-15210.4 ••• • ••• • ••• • O sHtfr 4 Of 10 O u z or • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • °e E Boqn �I • .•... .... OD— B i q •• �� \ i 8 . C - r M � 9 o`o e 7 G 1 2 7 'm 0:IL 14 O= p� Q z a EXTMIOR INTERIOR N 7 1 2 EXTERIOR INI ERIOR Jz vUWi EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION $ Shown w/1 X sub-buck it J y ��VERTICAL CROSS SEC71ONW & show $ Ouft n-inswing - 6dsnaid g 1 29 0 71 a a $$$ EXTERIOR INTERIOR E u5 'm d' EXTERIOR INTERIOR 30 31 32 33 34 SQVERMAL CROSS SECTION W o $ Shown w/ADA threshold 8 36 37 R 38 n a W .. ° •• •••• ••• •• •• • E•• 4 e . ° .4 ••• •• • • • •••• •• be a rnr�o lu d Z ° —02116 12 1° a _ & �VERMAL CROSS SECTION SECTION DM W. N �K m $ qu�g confrgu utbn ••• • ••• • • VERTICAL CROSS SECDONCROSS SECDON _ o _ _ _ _ • • • • • • • $ Inswing contlguration _ CW.BY.. LFS 3 - - • •" • • • • y ••• • ••• • ••• • ND-- FL-15210.4 0 Sir 5 or 10 a ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • * ...,\ i3••_ 0 0 EEco9�9 LW p a maa� li e _ 2X BUCK 0 u $$ i gg v° 0 1X BUCK H gd a s I on ce a Q U 23 _Z o U S � 2.17" = 2X BUCK 5♦3 f i a c " a i 3 11YN,LTL-rO1MLOCOIT IX BUCK H o o n 3-Pokit°tongue" 1c; 2X BUCK 58 E 1.7" r 1X BUCK H 23 a g O N VI Z _ W O 22 T 1eLu = f � SMXE JAMB a d < I m O .• • • • • •.. . • j Y l"1 . . • . ••. Cj ••• •• • • •• 'Z U LL2 M7E:02116112 2 2 O N.T.S. 9 Oo i DW-er: 5 JK m e • 0 000 • • • • • • CHK.er: LFS 3 �1 MULTI-&hT>I�RIKE FLAW b •• onTHa AMtDemDCOa E . • TFL-15210.4 10.4 MANUAL RAISED TONGUE GEAR SYSTEM nrc • • ... . ... . ... . o or 0o ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . llll 1 11 55 Y I .._ E 28 U n � • O ti � 'm IL IL -+ �z° 0 � N O J b o R &Q o ® U S �S � 0 m J oM v 0O a R'c d >m EE q g 57 r 60 W 44 0 A 2X BUCK 58 8 •• • • • • • • •• 1X BUCK H • i®• • • • • • • ° ¢ so • • •• • • • • • '�� m • •• • • • • ••• • aTE 02116112 i Sum:�d N.T.S. 9 DWG.Irr. JK ` • • • • • • • aK BY, LFS 3 " ±L&F TrAer.Num 3000 SERIES• • . • • • STRIKE JAMB DETAIL a 3 pt.Lock • • • • • • • • • DRAWM N0i N s • •• • •• • • • FL-15210.4 d s¢r7 10 10 N V K • •• •• • • • •• •• ••• • • • ••• • • SEE HING L 2X BUCK TYP.HEAD e D 3 JAMBS a DETAIL(TY .) Cs 1 X BUCK N E i {° r _ TYP.HEAD m aa. 10 MASONRY s> 4ONRY7 A JAMBS �, �`e OPENING O ENING S£z 3a R ._ FRAME z Of o �U Cip U 2)(BUCK —O ?o 'g o y W — 2X BUCK m V a o o 0 ns ti ADA SILL ( m • ONLY a a �m U S in > LUCK ANCHORING STRIKE JAMB FRAME ANCHORING HINGE JAM! g o MasoW consltwffon In 0 of CONCRETEANCHOR NOTES: b I.Concrete of the camels nay be ocpnted to maMoln Me m1n. edge dstonce to mcrtorlokft I X BU K H 9 (L i % 2 Concrete anchor IocaRore noted as Wk ON CEM62"mvst be aclAnted to _ G mahkin the min.edge distance to monarloa ts.oddmond concrete anchors 2X BU L - may be mgL*od to ensue thse'MA7t.ON CENn3r d mvdon are not exceeded. •e• •• : e � • • • • H 1 X BUCK 1 X BUCKtHF ¢ F3.Concrete anchor}oboe: °fir i AIiH.ELEAkANCE MIN.CMARAWR • •• • 2X BUCK ANCHOR ANCHOR MIN . . 58 2X BUCK € A16EDMENC _roTAAumRv: TOA17JACEra_ • • !X DUCK A • `SIZE. -: '. • • • • • • • � Z v W •• •• • • • z ""h • U* 1.11e r 1 �1CK M' 11 M .-02116112 i TAfCON -8 2X BUCK ELCo 1/r 1-vs r 27 uttRACON • .•• • • . sc LU H iX BUCK e+• JK m' v IIW • - V/IP 1.1/4 - -T rl-1/1' ¢ TAPCON • • • • • • • HINGE DETAIL -�•: LFS - 3 1.WOOD SCREW RJSfAL1AT10N NOTES: . • • • nA i •AIL Inswing HMGE DETAIL �: S Mdntdn a n**mjm 5Ar edge distance,1'end dctanee.6 t'o c.spockp of • •• . —15210.4 wood screws to prevent the spWrig of wood •e• e ••e e ••• • a Ouhwirlg s a t o a 4.6" 3(.— 4.56" ^ •.SW z T_ r pf —2.1 •i1'1�� 'iii mo OUlSW1NG THWHOID OUISWING iNRESNOID IDLY Fll1ER JAMR ( E a i aR OLP(QOSR) Cohmibia High Dam(581) \ a 5 a a` 456" I d It 4.68' 8 LL a 4.7" �a N R � I 32 OIxSWING INMWID 31 0117SWING MRfSHOID 2 WOOD JAMR " m a DLP(QOSH) Cdunbla(575) g w o LU O l7 c Lf aIc i 5.67' 5.63" f� r 8 O.ST N s rn OIIISWING TNRESFItHD iNSW1NG iNRFSHOID Y WEAIHERSIRIP 8 DOOR ROiiOM S r g I:ndum(z�SBIH Colo MG N h 5.625 4.56" to RR • • • •00 z 4.56" n� ® 4? • • �•i •• ^p o _11 • • • • •• �? z ° DAM.02116112 < i sCuc$d N.T.S. °g INSWING THRESHOLD OSx ••• • • 29 ADA 1NRE5 xoID D'HK.e+': JK m e 36 Ua RSer�s) 37 DV(6C •_ • •_ • • • DLP R . LFS M .G _ 3 _ _ _ • •• • •• • • • FL-15210.4 "- g ••• • ••• • ••• • a sr+EU 9 or 10 n 6 — — A ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.9 • • •• •• ••• • • • ••• • • 10 BILL OF MATERIALS DESCRVIION AUIEMAL v A 1X BUCK SG>=0.55 WOOD ? 8 2X BUCKSG -0.55 WOOD C 1/4"MAX.SHIM SPACE 'O�,•' ••• `p`� >° a D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL �'�"o 11�� o MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI °(4 c g E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE ` S i S Z 0 G 1/4"X 33/4"PFH ELCO OR ITW CONCRETE SCREW STEEL \ 9 c H 3116"x 3.1/4"PFH ITW CONCRETE SCREW STEEL v 'm a`a 0 1 1/4"X 13/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 4`0 6 L #8 X 2-1/7'PFH WOOD SCREW STEEL $g V M #8 X 1-1/7'PFH WOOD SCREW STEEL 8 3d 1 POLY FIBER JAMB COMP./VINYL R 2 FINGER JOINTED PINE FRAME WOOD 3 EXT.FRAME(ODL) ALUM. („ 4 INT.FRAME(ODL) ALUM. 5 #7-19 X 1-3/4"PPH SELF-DRILUNG SMS STEEL r 6 #10 X 13/4"PPH WOOD SCREW STEEL r 7 WEATHERSTRIP FOAM 8 DOOR BOTTOM SWEEP VINYL y m y 9 4"X 4"BUTT HINGE STEEL m v 11 #9 X 3/4"PFH WOOD SCREW STEN. o O g 12 NON STRUCTURAL SEALANT SILICONE & 13 STRUCTURAL SIUCINE(DOW 995) SILICONE a a 15 EXT.FRAME(BY ROYAL MOULDINGS) PVC le 16 INT.FRAME (BY ROYAL MOULDINGS) PVC 17 SCREW CAP (BY ROYAL MOULDINGS) PVC 22 3 POINT'TONGUE"MULTI-POINT LOCKSET(Mfg.BY HOPPE) STEEL g 23 MULTI-POINT STRIKE PLATE(TONGUE SYSTEM) STEEL - 25 LATCH AND DEADBOLT STRIKE PLATE(TONGUE SYSTEM) STEEL Nz 27 LATCH STRIKE PLATE STEEL w o 0 28 DEADBOLT STRIKE PLATE(SECURITY) STETS V) 29 ADA THRESHOLD ALUM 30 OUTSWING THRESHOLD ALUM/WOOD 31 OUTSWING THRESHOLD ALUM/WOOD 32 OUTSWING THRESHOLD ALUM/WOOD z ` 33 OUTSWING THRESHOLD ALUM/COMP 34 OUTSWING THRESHOLD ALU /WOOD • •• ~ i 36 INSWING THRESHOLD • UM/CIJMV • • • o 37 INSWING THRESHOLD ' € 38 INSWING THRESHOLD • • ALUM/00MP ••• • 'z 00 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETRIS ah:02 16 12 i 55 #10 X 1-1/2"PFH SCREW STEEL SCAM' N.T.S. ° 57 BACKING PLATE STEEL • SMG.ar: JK m 58 #8 X 2"PFH WS • • • • cm BY. LIS 3 & 60 MULTI-POINT STRIKE PLATE • • s Sig• • • • DRANNG NO, c s 62 LOCK ASSEMBLY • •• • STEEL•• •• i i FL-15210.4 " a ••• • • ••• • . _ _ _ _ o SHcEr 1Q or 10 e a — ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • . t R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 913.659.9197 • Florida hoard orProressional Engineers Ccaifcate orAulhorbation No,91313 Pi-odtict /it , Report FL-15210.5 . Date: Product Sub Category Manufacturer Product Name Category Exterior Swinging Plastpro,Inc. Smooth f Wood Grain?White Wood Grain Exterior Door 5200 W.Century Blvd. Rustic I Mahogany Doors Assemblies Los Angeles,CA 90645 Series 0 Fiberglass Door Phone 440.969.9773 Inswin /Outswing-"Impact" Scope: Product Evaluation report issued by R W Building Consultants, Inc.&Lyndon F.Schmidt,P.E.(System ID#1998)for Plastpro Inc.,based on Rule Chapter No.61 G20-3,Method 1 D of the State of Florida Product Approval,Department of Business&Professional Regulation. 1 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 5th Edition(2014)Florida Building Code structural requirements including the"High Velocity Hurricane Zone". t 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 1 3. When used in the"HVHZ"this product complies with section 1626 of the Florida Building Code and does not require an impact resistant coverinq. i 4. When used in areas outside of the"HVHZ"requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC 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 Section 1609.1.2.4 of the FBC. ••• 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck#nasoery constna6tiori see*** 6. Site conditions that deviate from'the details of drawing FL-15210.5 require further engineering analysis by a licerlseq gpgineer or•, registered architect. ••0:0• i •• 00000* 7. Outswing configurations water infiltration requirements for"HVHZ". All other configurations do not meet t'Ft@ gter infiltratidn :00 0 o: requirements for the"HVHZ"and must be installed only in non-habitable areas or at habitable locationsdi tatiet tpd byahgV.4t3and or' ' canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. •••• • , ••••• 8. See drawing FLA 5210.5 for size and design pressure limitations. ":": .' . : 99:90 Supporting Documents: " " •• " •••••• 1. Test Report No. Test Standard Testing Laboratory 0 93fted b '. TEL 01390365 TAS 201-94,202-94&TAS 203-94 Testing Evaluation Lab.,Inc.* Lynaon F.%ryVC P.E. ""•' ETC-05-255-16776.0 ASTM D 635-98,638-03,1929-96&2843-99 ETC Laboratories Joseph L Deldan;P.E. does** ASTM G 26-95 •• • 000 • • • ETC-06-255-17412.0 ASTM E 84-05 ETC Laboratories Joseph L.Doldan,AE. ETC-07-209-19303.0 ASTM D 635-98,638-03,1929-96&2843-99 ETC Laboratories Ben Meunier 2. Miami-Dade NOA Materials 14-0423.16 Saflex PVB Interlayer(Eastman Chemical Company) 13-0114.05 Royal Mouldings(Ext.PVC) 3. Drawing No. Prepared by Signed&Sealediby. No.FL-15210.5 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 4. Calculations Prepared by Sinned$Sealed iby. Anchoring RW Building Consultants,Inc.(CA#9813) orleatt•ttierde Lyndon F.Schmidt,P.E. I ASTM E 1300 Glass Load Lyndon F.Schmidt,P.E. 000da •�tl 5. Quality Assurance oo . 0 E ry s•. �' ��, Certificate of Participation issued by National Accreditation and Management Institute,certifying that Plastpro,Inc.is manufacturing productswithin a quality No 43409 assurance program that complies with ISO/IEC 17020 and Guide 53. • .P Ar i .. STATE O1= s®y s +��NA% 4�,��?�o LyndonFL PE o.43405 Sheet 1 of 1 E f { 7/27/2015 Florida Building Code Ondine t. AN - i Hprda DepafCfwitof BCIS Home Log In I User Registration I Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Links Search Busines P@USER:product Approvalrofessi � Public User Regulation ,* Product Approval Menu>Produd or Application Search>Application List>Application Detail I 1 • FL# FL15210-115 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Plastpro Inc./ Nanya Plastics Corp. I Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 i (440)969-9773 Ext 16 rickw@rwbidgconsultants.com { Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. 0006 Los Angeles, CA 90045 + • (440)969-9773 Ext 18 •'• •'•• ••••�' scottjohnson@piastproinc.com •• • ••• • • •••••• •• •••••• • Quality Assurance Representative Ron O'Connell ••••'• • ' • Address/Phone/Email 5200 W Century Blvd. •••• • ' ' ' Los Angeles, CA 90045 •••••• r•••'• ••••• '(440)969-9773 Ext 16 • • •••••• • • ••••• ronoconnell@plastpro.com • • • • • •• •• •• •• •••••• i • •••••• • • Category Exterior Doors :00:0: • • i Subcategory Swinging Exterior Door Assemblies •••'•• Compliance Method Evaluation Report from a Florida Registered Architect or a Lisensed Florida Professional Engineer W, 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. Validation Checklist- Hardcopy Received i E Certificate of Independence FL15210 R5 COI CERTIFICATE of INDEPENDENCE,Ddf t Referenced Standard and Year(of Standard) Standard Year ASTM D1929 I 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 http:/tfloridabtildin>g.org/pr/pr app M.aspx?Wam=wGE\.XQwtDgv3yWKJZlQRCFPqu8gbCgp%2bzCcINPwi2OvD2Tk%2fnQBUw%3d%3d 114 t 7/27/2015 Florida Building Code Online G 155 2005 TAS 201, 202, 203 1994 ' r Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect , FL15210 R5 Eauiv Eauivalencv Of Standards.Ddf l r Sections from the Code y � t f Product Approval Method Method 1 Option D Date Submitted 04/24/2015 Date Validated 04/26/2015 Date Pending FBC Approval 04/29/2015 j Date Approved 06/23/2015 I Summa of Products i I FL# Model,Number or Name Description 15210.1 a. Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door- Grain/Rustic/Mahogany Series O Inswing/Outswing (X-Configuration) ,. Fiberglass Door Limits of Use Installation Instructions t Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.1.Ddf ' Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.1 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.1.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes •�••� particulars. w Offs! gooJeo 15210.2 b. Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with fidelite or • Grain/Rustic/Mahogany Series O Sidelites- Inswing/OutswiVeWdr XO; OXO- •• 000 •• Fiberglass Door Configurations) 000000 • • • Limits of Use Installation Instructions,a•••• :09 0: • • Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.a.sdf• • ••• • Approved for use outside HVHZ:Yes Verified By: Lyndon F. Sc"i".P•E. 434096 L ••; • Impact Resistant:Yes Created by Independent ThirA Party: Yes• • • Design Pressure: N/A Evaluation Reports go 00 • • ••• • Other: See INST 15210.2 for Design Pressure Ratings,any FL15210 R5 AE Eval 1 21 2� • • r additional use limitations, installation instructions and product Created b Inde endent ird a • P Y P r�y: Yes* •i ••• •• particulars. •••••! 15210.3 c. Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Double Door with cr without Grain/Rustic/Mahogany Series O Sidelites- Inswing/Outswing(XX; OXXO-Configillfations) Fiberglass Door E Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.3.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.3 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.3.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. F 15210.4 d. Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Single Door- t Grain/Rustic/Mahogany Series O Inswing/Outswing(X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.4.odf I Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports , Other: See INST 15210.4 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.4.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes r particulars. ` C 15210.5 e. Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites- Inswing/Outswing(OX or XO; OXO- ` Fiberglass Door Configurations) http://fforidab,ildirig.orgtpr/pr app od.aspx?param=wGEVXQwtDgv3yWKJZlQRCFPqu8gbCgp%2bzCgAjPwi2OvD2Tk%2hnQBUw%3d%3d ' 2/4 c { • 1 7/27/2015 Florida Building Code Ondine I Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.5.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.5 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.5.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.6 f. Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites- Inswing/Outswing(XX; OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.6.pdf I Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports I Other: See INST 15210.6 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.6.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.7 g. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door-Outswing(X- Grain/Rustic/Mahogany Series O Configuration) Fiberglass Door Limits of Use Installation Instructions 1 Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.7.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.7 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.7.odf i additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. i 15210.8 h. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites-Outswing(OX or XO; OXO-Configurations) Fiberglass Door • • Limits of Use Installation Instructions••• : ••• • Approved for use in HVHZ:Yes FL15210 R5 II Inst 15Z30.8.Ddf_• •.; ••• :• Approved for use outside HVHZ:Yes Verified By: Lyndon F. SchmidtA P.E.43409 • 1 • Impact Resistant:Yes Created by Independent l?I?d PMy: Yes I ••• .• Design Pressure: N/A Evaluation Reports •••• • • • Other: See INST 15210.8 for Design Pressure Ratings, any FL15210 R5 AE Eval 1521U_8 adf• ;•• �,• ••• • additional use limitations, installation instructions and product Created by Independent Third Party: Yes • • .. •• particulars. . • • • ,• • 15210.9 i. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Mberglb"i;6.:1e Door with or without • Grain/Rustic/Mahogany Series O Sidelites-Outswing(XX; *xo-Gonfigurstions) ••• •• Fiberglass Door • ;••• • • • Limits of Use Installation Instructions •• • ••• • • • Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.9.odf ••: Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.9 for Design Pressure Ratings,any FL15210 R5 AE Eval 15210.9.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.10 j. Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door-Outswing(X- Grain/Rustic/Mahogany Series O Configuration) i Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.10.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes ; Design Pressure: N/A Evaluation Reports Other: See INST 15210.10 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.10.ndf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.11 k. Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites-Outswing (OX or XO; OXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.11.Ddf i Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports http://floridaWIding.orgtpr/pr_app gd.aspx'>param=wGEVXQwtDgv3yWKJZ1QRCFPqu8gbCgp%2bzCgAjPwi2OvD2Tk%2knQBUw%3d%3d 3/4 7/27/2015 Florida Building Cade Online Other:See INST 15210.11 for Design Pressure Ratings,any FL15210 R5 AE Eval 15210.11.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. I 15210.12 I. Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites- Outswing(XX; OXXO-Configurations) Fiberglass Door i Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.12.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.12 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.12.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.13 m. Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door with Surface Grain/Rustic/Mahogany Series 0 Bolts-Outswing(X-Configuration) I Fiberglass Door t Limits of Use Installation Instructions I Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.13.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.13 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.13.Ddf I additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.14 n. Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Double Door with Surface Grain/Rustic/Mahogany Series O Bolts on Active Door panel -Outswing(XX-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.14.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 f Impact Resistant:Yes Created by Independent Third Party: Yes•••••• Design Pressure: N/A Evaluation Reports • • 0000 •••••• • Other: See INST 15210.14 for Design Pressure Ratings, any FL15210 R5 AE Eval 15224,j4.D� 0.• ; • 1 additional use limitations, installation instructions and product Created by Independent Third Party: Yes • • • particulars. •••;•' •� .•• •• 15210.15 o. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed RberglA9SPh9le Dootqulj rlg the • Grain/Rustic/Mahogany Series O WINDSERT'" an operational wtlwow inserip-Outswing(X••• • Fiberglass Door Configuration) • •••••• • • ••• • Limits of Use Installation Instructions•• •• • ••• •' • Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210- 5 pA• • t Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidtq PPE.4340 • • Impact Resistant:Yes Created by Independent TRird Parly: Yes•••••• Design Pressure: N/A Evaluation Reports • • • ;••i•; Other: See INST 15210.15 for Design Pressure Ratings, any FL15210 R5 AE Eval 1521t"t ••• • • • additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. r FI 3—ac kI Next I Contact Us:: 1940 North Monroe Street.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 mail.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 dick here. ) Product Approval Accepts: security+E'rnres f http://floridabLdidirig.orgtpr/pr_app od.aspx?param=wGEVXQwtDgv3yWKJZlQRCFPqu8gbCgp%2bzCgAjPwi2OvD2Tk%2fmQBUw%3da/o3d 4/4 R W R W Building Consultants; Inc. • Consulting and Engineering Services for the Building Industry B C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 z { E i Certificate of Independence 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 in the accompanying Florida Product Approval. , Lyndon F.Sch&idt IM ••• • FL No.4340 ► .. .. ...... April 'l,20*5.•• :....: •..• . .' .... . ..... .. .. •• •• ...... . 0 • •• { 1 , i , f t R:\Admin Docs\FBC Templates\Certificate of Independence.doc Sheet 1 of 1 , L R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.Bois 230 Vairico,'FL 33595 Phone 813.659.9197 s Florida Board of Professional Engineers Certificate of Authorization No.9813 April 23, 2015 To Whom It May Concern: FL-15210 Equivalency of Standards ASTM D 635-98 Equivalent to ASTM D 635-06 The products referenced in this Product Approval have been tested in accordance with ASTM D 635-98. It has been determined by Lyndon F. Schmidt,P.E.and RW Building Consultants,Inc.that ASTM D 635-98 is equivalent to ASTM D 635-06,which is the reference standard and year that has been adopted by the 5"Edition (2014)Florida Building Code. ••.. • ASTM E 84-05 Equivalent to ASTM E 84-09 •• •• The products referenced in this Product Approval have been tested in accordance with At):M E 84-0�.,It ba§ . been determined by Lyndon F. Schmidt,P.E.and RW Building Consultants, Inc.that A9%"V*84-05 5'•'• ..... equivalent to ASTM E 84-09,which is the reference standard,and year that has been adoptrAby the 51h.Edition •• •• (2014)Florida Building Code. •• •• •• •• •••••• ...... ASTM G 26-95 Equivalent to ASTM G 155-05a : ` 000000 The products referenced in this Product Approval have been tested in accordance with ASTM d 26-95'o 3t-t� 0 been determined by Lyndon F. Schmidt, P.E.and RW Building Consultants, Inc.that ASTM G 26-95 is equivalent to ASTM G 155-05a,which is the reference standard and year that has been adopted by the 5'h Edition(2014)Florida Building Code. a 6�aoeeB�aec1o/o , %e� �'So CNIbj�O°°°ii Oy No 43409 Lyndon F. Schmidt,P.E. ;, o * e FL No. 43409 :9 STATE OF -4U- 0 CA No. 9813 D R 1 a P1" `�e��d I 0°401/ONA1�:`�A®e 1 f t s z plastpro 37.50"MAX.OVERALL _`s =d FRAME WIDTH =_ r - -� .� 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain LL Rustic Mahogany ® z °_° / 9 Y V '` 5aaIL Series O Fiberglass Door Z INSWING/OUTSWING Z oa LL IMPACT GENERAL NOTES �o 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code (FBC)structural requirements including the-High Velocity Hurricane Zone"(HVHZ). X J OV) 5 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material I w w shall be beyond wan dressing or stucco. > �o O p a_m dm Al 3. When used in the"HVHr this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. m g a a a 4. When used in areas outside of the"HVHT'requiring wind bome debris protection this product complies with a Section 1609.1.2 of the 2014 FBC and does not require an impact resistant covering.This product meets 'm missile level'U"and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of the FBC. m E 5. For 2(stud construction,anchoring of these units shall be the some as that shown for 2x buck masonry a g construction. N rn 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed w o engineer or registered architect. ir D 10 7. Outswing configurations meet water infiltration requirements for"HVHZ". AM other configurations do not meet the water infiltration requirements for the"HVHr and must be installed only in non-habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of a canopy or overhang to sill is less than 45 degrees. - s TABLE OF CONTENTS •• ••• • • • • •• �« ti MAX' DESIGN PRESSURE(PSS Fw i 9 • • • • • • SYYlNG PRAINE _" T a € SHEEN DESCIUP WN • • •• • • %: 1elevation, ' �;:,' 7thkidION POSrFiVE NEGATIVE "' m Typical eeva ltion,design pressures,6 general notes • • Z F • • • • �~ 37.50" z 0 E 2 Door panel details •• ••• •• • • •• z ° a 3 Horizontal cross section INSWING X +75.0 -75.0 DAm 02116112 i 82 4 Vertical cross sections .00" SwF. N.T.S. d 5 int lock details • • 37.50" M.rr: JK m' a 6 3pointlock details _ _ • • • OUTSWING x +75,0 7$,0__ _ aac BY.. LFS 3 & 7 Buck and frame anchoring • • • • i i 81.13" DRAWING MO.: 8 components • • • • • 9 Bl of materials -- — • ••• _••• • ee sheet or,hardware esign preswre imr q ons FL-15210.1 N swu 1 OF 9 v s' • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • \\1 r 0.7" EXTERK)R 2.8" • ° `•: •'s ' : ' ',',////II*111\\\```` �i3 0 0 Z INTERIOR .�� CAP(PVC) LATCH STILE LVL TOP RAIL o HINGE STILE(LVL) ( ) CAP(PVC) (COMP.) ' m a � , 1 HORIZONTAL CROSS SECTION —i- aE � Lr 3a o � " 35.75 MAX O.A. a WIDTH ld •;' o 0 O m a O ® ® Z v b y NAIfIIWARET91RL1". INTERIOR EXTERIOR a a Y} g4� MANUfAGiYAER MOIL MAIL DESIGN >m 3 FXESSUItE' ERNOL: SIGNATURE SE: KMKW DFADLOLT. SIGNATURE SERI13ES(9E0) +-75 CORE- �yUREETHANE- 0 -O @TOR: F SI UES(F51) 1.9 PCF MIN.) a 4 scNU75 GE DFADROLT. 's`SMS(!60/64) ± , X Z _ SEE HARDWARE TABLE FAMOC LEVIC FLU SERIES + •'+ v�- o DEADROLT. FD7SEIUM 75 :'.. n Wj o w HOFFE MULTI-POINT LOCK YFOINT TONGUE +50 RBERGLASS SKIN ,•'. SEEHARDWARE TABLE (0.125 MIN.THK.)�` '4 INL F MULTI-POINT LOCK: T11E91NIUM 7000`SERIES +75 N � of vow V v v" See sheetsT and 6 for frul ft§t 14k i o • •• • • • • ••• • BOTTOM RAIL T zF Z •• ••• •• • • • •• (COMP.) LIM —C z z DATE 02116112 z SCALL N.T.S. ol Dstpro OOR ANS • ••• • ••• • • M.BY: JK • Fberglcu • • • • •�• • _ 2 VERWAL CROSS SECTION cw_BY.DRAWNG NO,LFS • • • �•• • "" ••i `• ••• • _ FL-15 19, ci a _ A sir 2 or 9 a — — ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • a\ 1-1/,CM N. ��. �ii� EMB. IN -) E3 E3 '' .111\\ `` ON o aD d � v xZ� NTERIOR 1�' E z a.o mdaE 40 7 [lei 2 v°= 3 v 3 3 y g o U w U En En rn •. s Na En E ERIOR 27 H ° a�]] W co 4 D E r-1/4MIN. 2 D 2 1 3 4 5 EMB.(rYP.) o �_ <a B 4 4 4 3 HORIZONTAL CROSS SECTI N' 2 1 D g C 0.15 3 Shown w/1Xsub•buck 0.11 B --i CSINK ,) C e' PP.) a •. L INTERIOR L ° o N ` a INTERIOR W o 7 40cn 7 40 0 a 66 Soo 0 0 Z L G.' F L • • • • • • • • • z z •• ••• •• • • • •• o —02116112 = 9 11 EXTERIOR OR N.T.S. EXTERIOR ° E DM BY: JK m' 1 HORROMAL CROSS SECTION • • ••• ••-• i ••• 2 HORIIOMAL CROSS SECTION - � M. LFS- s pub shovrn_ • • • • • • • 3 Cwtswing shown-inswing auwwc w: EMB.(IYP.)_ _ _ . _ opploved y _ •• i• •• i•�• •• i i ofso approved FL-15210.1 • `s ••• sHm 3 ov 9 o 0 t c ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • n ••� o E ° a: W •. a' * •= r=an A i r•: "< 9 C L 1 240 7 G U: 40 INTERIOR EXTERIOR A 4^z N n z 1 2 EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION LSw EXTERIOR INTERIOR 4 shown w/ix sub buck z 1 VERTICAL � CROSS SECTION � m z s q its p p� ksswr'g 8 40 d is � F 29 f p 0 0 g EXTERIOR INTERIOR e EXTERIOR INTERIOR E . ... .d. .. E2 e a e V) 30 31 32 33 34 5 VERMAL CROSS SECTION 4 Shown w/ADA threshold 8 36 � �j 37 0 38 0 E ' $ o : E �W • z 10 Z •• ••• •• • • •• e ° e • -Z DAM 02116112 i f Scor: N.LS. 9 3 VEIMCAL CROSS SEC71ON • ••• • ••. • • BY..BY.. JK m 4 Outswing configuration • • � • • • • • • 4 VERTICAL CROSS SECTION am e ` `• • • • i • • 4 Inswing configuration a.c ay.. LFS ; & • • • • • • • • • WA"M - d s" _ _ _ • •• • •• • • • _ — _ FL-15210.1 Sir 4 of 9 a ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M. . tnn .1••1\��`` m m o \ / < xz 0 0 V\ rE� 9�cW poa UWgEco= 0 8 3a (' e (� 2X BUCK $8 0 0 1X BUCK H K y 7-17" FF 0 A VK M € ) HOPPE MULTI tO1M IOCKSEf = 2X BUCK 58 u o p 3PoiM'faque 'c K IX BUCK H Y $ IT g O MUCK y� 1X BUCK H W o 7 Z o � 22 � w ° •• ••• . . • . . *4 • F SMXEJAW 00 C • • • • • • • • • �O = oo* 00 DATE 02116112 =. O scue N.T.S. 9 0 � owo.Err. JK m m MULTI-P01�9�RIKEY^�• '• �IATC21'AM"D/OLTSMOPIAIE DRAWM"o.: e s"w • •• • • laque system • FL-15210.1 " MANUAL RAISED TONGUE GEAR SYSTEM sir 5 oF s . . . • • . • . . • • .. .. 0.0 • • .. .• •.. • . • .•. . • S' • � # =z rl o ',''��lll 1•��,`,``` �N c Z §55 E z�go d CZ a oV) O, J cccno d NN J V } O J �U w F- y 2 K M o F e ' o a 'o m E N ` 57 N N iz j W W _ 2 62 h 0 IL d 2X BUCK 58 : h s •• ••• • • • • • •• 1X BUCK w i • . • • • • • • • • H O a lz • • • • • • • • • �O o •• •.• •• • • • •• z wic 02116112 TO ScALE: N.T.S. 3 0 000 W At F hAennlum 3000 SERIES � � i _ STRIKE JAMB DETAIL - aK e+^ LFS 3 3 pt.Lock • • • • • • • • • "� a s • •• • •• • • • FL-15210.1 Ysmm B OF 9 a 6' • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4' ``` %w. �11 r! ul 10 .. g 1 11711 o Z SEE HI GE L 2X BUCK 'a o U D TYP.HEAD ;, DEMI (TYP.) G IX BUCK * E _a Z 0 &JAMBS o. h c 1w TYP.HEAD MASONRY M WNRY7 EN NG A JAMBS s OPENING v �d FRAME _ z d � N V V Ci p U 2X BUCK O Z 'a 2X BUCK U o-Co Co a �O _ U � O Y F r ( ADA SILL & tq Co ONLY a a q N (n a WCKANCHORING SIRIKEJAMB FRAME ANCHORING HME JAMB w _o o Masonry conOnxtion rn h o � �g CONCRETE ANCHOR NOTE: b n.Concrete ancftorbcallorrc at the comers may be ocpusfed to maintain Rre min. edge CWance to mortar Joints. I X BUCK H d 2 Concrete anctwiocaRons noted as WAX ON CI3d1W must be oolAW to 9 th = � maintain e rM•r.edge d StOr"to mortarMft oddRond concrete andnrs 2X BUCK L $ may be negated to ensue the•MAX ON CENYWd monsion ore not exceeded. •• • • • • 1 X BUCK 1 X BUCK H 9 < 3.Concrete anchor table: • • • • �� o+ MON.CLEARANCE MIN.tUARANCE s ANCHOR, ANCHOR MIN .,... TpMAsp�y • �K jg 2X BUCK BUCK L • ..TO TYPE _,SRE EMREDMEM- • " -02116112 z ._._._ - ELIGF -- _ANCHOR _. •• • • • • •• 46 @ Z as ? TA►CON• 1!1" t•t/� s 4• X BUCK M 58 2X BUCK s 1/4 1.1/1' N.7.S. • 090 •• H 4X BUCK NO.air: JK m' =2 ® —3/11• 1.111' Y 1-1/T • i • • �• • i HINGEDETAIL m K.BY: L' 3 a TA►CON • • • • • • • • snHc rq•; a t,WOOD SCREW INSTALLATION NOTES: •• • • LATCHfDEADMLT DETAIL • klsWing HINGE DETAIL FL-15210.1 n E Maintdnan**nt nSATedged&tance,rend dLstanca.61"o.c.spactpof OUfswln>9 wood screws to prevent Rte spltttrg of wood. 7 or 9 a a 0:0 •• • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • s 4S6" 4.6" 4.56 n �, � � =;yj•., g �. ��da�pp 244" 2.11T h o li OUISWING INRESHOlD OUISW►NG 1NRESHOiD POLY BSER JAMB h E y� mz • DSP(QOSR) Cokimbta F/ph Dan(5811 PlaStpro o a aa� 4 c �4.56' LL 4.68' e a � I o ry u W OURWING IHRESHOID OIlISWING FNRESHOID WOOD JAMS Z D= 81 Calunbta(575( o o F o 4 � a 5.62 5.63" a 2.088 o fn c � gOST " = ooISWING IHREEHOID INSWING IHRESHOID WEAiHLItSFRIr 8 DOOR eO1►OM SWEEP W o Endura(ISelks( Cohenbia Ian N [� FO � O 4 4.56" � s.62s � �z PE650 �, o ® • • • • • • • 456"� i • • • • •• we 02116112 SML N.T.S. A FNRESHOID INSWING IHRES(HO(D 37 INSWIN IFI NbID • ••• • • ADaec:ar: la' • • • • • • DLP 36Endua —— LFS 3- — o — R- g • • • • • • • • • auveHG NO.: rc s • •• • •• • • • FL-15210.1 n ••• • ••• • ••• • o sir 8 or 9 Oa ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • i BILL OF MATERIALS _ n OEM• cR1m1uL oN �u1� � _o A X BUCK SG>=0.55 WOOD * -z 4'o B BUCK SG>=0.55 WOOD r 8 a i��• �� P r! C /4"MAX.SHIM SPACE 'i� �'• D /4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL i��',I4 ►��` 0 9110 i E ONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE S o ■z{ U N G 1 OR HOLLOW BLOCK CONFORMING TO ASTM C90 z v G /4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL $i 9 0 o W H 13116"X 3-1/4"PFH IMI CONCRETE SCREW STEEL F 1�'"� 'm d a I P/4"X 1.3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL o L 1#8 X 2-1/2"PFH WOOD SCREW STEEL 00 z M 8 X 1-1/2"PFH WOOD SCREW STEEL `W 8 oto: a 1 OLY FIBER JAMB COMP./VINYL 2 INGER JOINTED PINE FRAME WOOD 7 EATHERSTRIP FOAM 8 R BOTTOM SWEEP VINYL 9 "X 4"BUTT HINGE STEEL g 11 9 X 3/4"PFH WOOD SCREW STEEL a 22 POINT"TONGUE"MULTI POINT LOCKSET(Mfg.BY HOPPE) STEEL U o 23ULTI-POINT STRIKE PLATE(TONGUE SYSTEM) STEEL 25 TSH AND DEADBOLT STRIKE PLATE(TONGUE SYSTEM) STEEL a m 27 TCH STRIKE PLATE STEEL O g 28 JUTSWING ADBOLT STRIKE PLATE(SECURITY) STEEL G 29 A THRESHOLD ALUM o' 30 UTSWING THRESHOLD ALUM/WOOD 31 THRESHOLD ALUM/WOOD E 32 DUTSWING THRESHOLD ALUM/WOOD 33 DUTSWING THRESHOLD ALUM/COMP 8 34 DUTSWING THRESHOLD ALUMIWOOD H - 36 NSWING THRESHOLD ALUM/COMP 37 NSWING THRESHOLD ALUM/WOOD o 38 NSWING THRESHOLD ALUM/COMP ir Q 40 POOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 55 10 X 1-1/7'PFH SCREW STEEL o 57 ACKING PLATE STEEL12 58 8X2"PFH WS STEEL IL Ei ` 60 ULTI-POINT STRIKE PLATE STEEL = 8 fcoCK ASSEMBLY •4 ••46TGEL • 4 • • 000 ^'w i • •• • • • • ••• s a DATE 02116112 i N.T.S. 0 W • ••s • ••• • • M.BY-. X m' • • • • • • s • r r _ - cNK or- LFS 3 P • •- • • • • • • • DRAWING NO.: N b • •• • •• • • • FL-15210.1 0 ••• • ••• • ••• • sM 9 OF 9 " ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • s R W R W Building Consultants, Inc. ' B 'Consulting and Engineering Services for the Building Industry s C P.O.Bos 230 Valrico,Fl.33545 Phone 813:659.9197 t ~ Florida Board orProressional Engineers Ccrtificiie orAmhoritation No.9813 I i oduct Evaluation Repoa Report Alm: FL-15210.1 Date: April 23, 2015 Product CategoSub Category Manufacturer Product Name r Swinging Plastpro,Inc. Smooth I Wood Grain I White Wood Grain ' Exterior Exterior Door 5200 W.Century Blvd. Rustic I Mahogany Doors Assemblies Los Angeles,CA 901145 Series 0 Fiberglass Door" Phone 440.969.9773 Inswin /Outswin -"Impacr' Scope: Product Evaluation report issued by R W Building 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. j Imitation: 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone". t ' 2. Product anchors shall be as listed 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 I I resistanf coverinq. 4. When used in areas outside of the"HVHZ"requiring wind bome debris protection this product complies with Section ISM 3.2 of the FBC and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone•4asdefined is•.••. ASTM E 1996 and Section 1609.1.2.2 of the FBC. • ' ' 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck iivareaisy construct•ion: ••••:• 6. Site conditions that deviate from the details of drawing. FL-15210.1 require further engineering analysi9 4t*a licensed engineer or•• registered architect. 0000 • . ,000000 • 7. Outswing configurations meet water infiltration requirements for"HVHZ". All other configurations do nottlW the wa_ttr infiltration ••;••• canopy such thatthea qli between the edq olf canopy or overh nq toe ales less than 415 degrees�on3•lptet�ed by j.oYero o1••••• requirements " ,� only P 8. See drawing FL-15210:1 for size and design pressure limitations. •• • • • Supporting Documents: ••..•• 1. Test Report No. Test Standard Testing Laboratory Slianed b , ;....; TEL 01390365 TAS 201-94,202-94&TAS 203-94 Testing Evaluation Lab.,Inc.••Lyrrdon F.9ct%dt,•-P.E. • • ETC-05-255-16776.0 ASTM D 635-98,638-03,1929-96&2843-99 ETC Laboratories Joseph L.Doldan!P.E. ASTM G 26-95 ETC-06-255-17412.0 ASTM E 84-05 ETC laboratories Joseph L.Doldan,P.E. ETC-07-209-19303.0 •ASTM D 635-98,638-03,1929-96&2843-99 ETC Laboratories Ben Meunier 2. Drawing No. Prepare&by Signed&Sealed by No.FL-15210.1 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. & Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813)' Lyndon F.Schmidt,P.E. s 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management € Institute,certifying that Plastpro,Inc.is manufacturing,products within a quality �05At5E6 its°'trot! I assurance program that complies with ISO/IEC 17020 and Guide 53. 00�® SC..b 000 �'r. 0 E til �' ��' .• No 43409 ° Y w`63' •t'- �'� STATE OF Y� t 04 Q A- Lyndon F.FL Schmidt, No., 409 P.E. 4/24/2015 Sheet 1 of 1 r r I i