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WS-18-2548.. ..0:0 see .. .. . ......... . . ....... .... .... . . . . . . . . .. . . . . . . . . . . . . .. . . . .. ... .. . ... . . . . .. . February 1, 2019 so; ; ••• ; ; ;•. •.. Village of Miami Shores Building and Zoning Department 10050 NE 2"d Avenue Miami Shores, Florida Attn: Building Official Re: Residence 17 NE 107th Street Miami Shores, Florida 33161 Dear Sir; Edward A. LANDERS, P.E. CONSULTING ENGINEERS Permit # WS18-2548 This letter is to advise that all new windows were installed with wood bucks on the side and top of the existing masonry opening. The wood bucks were installed with '/4" Tapcons that extend through the buck and into the masonry wall with 1 W embedment. The Tapcons are spaced at 8" on center, with two rows. In addition, the "Product Approved" windows were installed with '/a' tapcons that extend through the frame and wood buck and into the masonry wall with 1 3/4" embedment. The window anchors are spaced per the requirements of the Product Approvals. In addition, all work is in compliance with the requirements of the Florida Building Code. Please call if we can provide any additional information. 03/22/2019 1:55:11 PM Ismael Naranjo, BO Very truly yours, '•'Rs�''•:- The engineer certification zz ` S r.. dated February 1, 2019 from cc Mr. Edward A. Landers, P.E, n ers;?-I: . �J , ; W - Florida license 38398. is President here by accepted as long as r ,�;•., ��`� �{ mortar and or grout was not %f 5' '' fi ;' o �::••' G�',r Cam. • ..... • used around the window and , �, , f,,t�tsg { p ;�,,ti ` or door openings reflected "'°i`' on the sketch approved under this permit. 7850 NW 146TH STREET, SUITE 509 * MIAMI LAKES FL 33046 * PHN: (305)V3-39.-s8 * FAX: (305)823-9355 February 1, 2019 Village of Miami Shores Building and Zoning Department 10050 NE 2"d Avenue Miami Shores, Florida Attn: Building Official Re: Residence 17 NE 107th Street Miami Shores, Florida 33161 Dear Sir; Edward A. LANDERS, P.E. CONSULTING ENGINEERS Permit # WS18-2548 This letter is to advise that all new windows were installed with wood bucks on the side and top of the existing masonry opening. The wood bucks were installed with W Tapcons that extend through the buck and into the masonry wall with 1 W embedment. The Tapcons are spaced at 8" on center, with two rows. In addition, the "Product Approved" windows were installed with W tapcons that extend through the frame and wood buck and into the masonry wall with 1 3/4" embedment. The window anchors are spaced per the requirements of the Product Approvals. In addition, all work is in compliance with the requirements of the Florida Building Code. Please call if we can provideany additional information. Very truly President � 11111/�`� ndeftp ..E. ; LU = //1111it, 0 •• ••• • • • 0 •• ev •• • •• • • • • • • • • • • •• • • • 7850 NW 146TH STREET, SUITE 509 * MIAMI LAKES FL:;3036 * - - �(3Uej8Z3-3918 * FAX: (305)823-9355 Sli• Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: WS-09-18-2548 Permit Type: Windows/Shutters ni 12classification: Window/Door Replacement Permit Status: Approved Issue Date:10/30/2018 1 Expiration: 04/02/2019 Location Address Parcel Number 17 NE 107TH ST, Miami Shores, FL 33161 1121360070340 Contacts HOWARD HENRIQUES Owner DVG BUILDERS INC Contractor 17 NE 107 ST, MIAMI, FL 33161 DANIEL GARCIA 260 PAVER DR, MIAMI SPRINGS, FL 33166 Business: 3055067308 Description: IMPACT 11 WINDOWS AND 3 DOORS Valuation: $ 13,650.00 Inspection Requests: TotalSq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $8.40 DBPR Fee $3.60 DCA Fee $2.40 Education Surcharge $2.80 Scanning Fee $12.00 Technology Fee $6.00 Windows/Shutters Fee $190.00 Total: $275.20 Building Department Copy Payments Date Paid Amt Paid Total Fees $275.20 Credit Card 10/30/2018 $275.20 Amount Due: $0.00 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 for information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. ore, I orize the above named contractor to do the work stated. Authorized Signature: Owner Agent Date October 30, 2018 Page 2 of 2 661 BUILDING PERMIT APPLICATION l- �� jjI� Miami Shores Village EP 5 2 18 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 ��� INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBcC 2011 Master Permit No. \ (� Sub Permit No. ']BUILDING ❑ ELECTRIC ROOFING 0 REVISION EXTENSION MRENEWAL PLUMBING ❑ MECHANICAL 0 PUBLIC WORKS [] CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOBADDRESS: �-� N cc t%D-1 CT COY..- _ Miami Shores County Miami Dade zto Folio/Parcel#: 1 \ - -L\ 3 (o • 00-7 - O 7"0 Is the Building Historically Designated: Yes NO Occupancy Type: `n 4 S Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Phone#: -1 \ V - (- 7 7 \ le F (o Address: \"1 rNl� \ of S'T- City: _ \rn N vc yr k '�.; Vkjm �Cl State: f- . Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name:. -Dy (-1 Q v\ \-,0 4-�-5 . I r" (. - Phone#: (7 o C- SU U --1 7 o Y Address: 7 G? o S w \\ WryL City: V\A State: Zip: '3'3 1 C� Qualifier Name: I C- c. L- 1p l-�c ( va Phone#: r. State Certification or Registration #: G C- C.\ S`\`l 'Z- 7 I _Certificate of Competency M DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ `A \ 3, la S- U O Square/Linear Footage of Work: Type of Work: ❑ Addition i�] Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: --x g-c c w C +\ S C�- go o�C Specify color of color thru tile: Submittal Fee $ Permit Fee $ SO-F- (Cl C� CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ DBPR $ Notary $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revlsed02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip i" Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature 1 /�A� Signature OWNER or AGENT The foregoing instrument was acknowledged before me this Z \ day of , 20 \(! by (.Vpwo,yu) ,�rt�p.rv't , who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign:_ Print: Seal: �,oW Notary Public Staid of Florida Barbara Ginette Bringas My Commission GG 175267 J a Expires 0ill 512022 d APPROVED BY CONTRACTOR The foregoing instrument was acknowledged before me this day of "�k U 20 by 1y%4-1y k CL. L— VAYu c t Vk, who is personally known to as me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Oca- 6e+(cx Seal: L7,0 Notary Public State of FloridaBarbara Ginette Bringas My Commission GG t 75267 Plans Examiner Structural Review as Zoning Clerk (Revised02/24/2014) Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Qual' ier/Owner Signature Date Print Name 12350 SW 132nd Court Unit 104 �LIK��hl9'R-�2 u+�r TSgL Z.btil..�lL �Vbv� c�:�i-1�0'j,.2� Miami, Florida 33186 CCH) S\NL- ia l't-\o.�. z3 305-781-3909 (pvt.Kr& o"vL rso?7 mattCcr-quinnsons.com • O�� GVT$'v+l� ri�ET\4\- ow1-L FL•k1. 22S ii. V • �. -v.. 1 71f : `r•Wy Protection Type: UAccordion UPanei Lgmpact I '►mot x a Y ._c .��- , ✓1' 'V��•! I ,�f.{.I t .;1 r :.r.� :.r��rv-,'f �.tt;�Ls p•:©-�t=GtitAfii�NB � _ - , -- _ ` 3G xS,0 37xs-bi t_ _ ._._L.�... -3 0 )< so 2C � 3 q - ��! -�-• -�- i- +�---r-_� __,_ ` � .� i � �_.. _ _-'..._;�_.�._ J--v `--� _ _- } _ ' __ i_ __ �:-.�. i _ ��i_. _ _ � I � __.._. i._ -,_ i t ;�� fi_- - r__ - - i� -T 1 I --r- - - -L -I --I+• • i • i i! -� •"- r- - - }- h -� .-' +_^'�_� .'_--°---'-- -A---f-_ '1_ I.. r _ j*---E__-t---'�--I-+-_t i --._ j_.__�_- j_.._!---�__ -^�-t- • i= �� ._."i •� i ! i_- t + ...�__.:.-_.i-I__:.._J 1 .�- -.{� .;.._.: �a._r_i'_ -�- I J'____ 1f --_�r_ _..i- __i__ -'i__.--'---�--�-_-�__-_:---`---- --`- . �j._ � ice,•_ • �._.�!! _ L. t: •i 2i._.-.-Ir-. ;-- � 1 �rY X 2 � !..t- '— � � �-_.t__ _ _ .— _ PAD. � t • • �• � I — -� � x b b . . 7 L•c 4x S'CZ _ f- I I --�- +— 1------ - i i �__.�_ - - _Fig - --------_- - _._� •-rr--�-'--• - • •--•1• • •,� • ----- - - - +-'I-�-`?-- - t i I : RAMMS ENGINEEkMG NC: _. 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 201 Robert S. Monsour, P.E�I�SF. FI # 1,496 / 00060 CE 7-10 WIND CODE DESIGN-WtNQ`LOADSOR175 MPH IND ZONE 5 ' Interior & Exterior Zhnes (4&5 - Walls) POST ' e Pressures Exposure C r the 175 mph Win CATEQQRYo3 LDG Height (Maxi m) ective Wind Area (or, Tributary ea) in Square Feet 10 20 30 50 60 LQ0, 0. 0.89 '0.88 6.86 15 40.4 38.5 37.5 36.7 36.1 , 35.E 40.8 39.7 38.9 .38.3 37.8 • 25 44.6 42.6 41.5 40.6 40.0 •' : • • 39.4000 30 46.5 44.4 43.2 42.3 41.7 • , • • 41.1 • 40 49.4 47.2 45.9 44.9 44.2 • • • • 43.6 • • 50 51.8 49.4 48.1 "47.1 46.4 ••:'•: 45.Z•69 so : 60 53.7 51.2 49.8 48.8 48.1 ...... 47.4 . Interior Zone (4 - Walls) Negative Pressures • Exposure C For the 175 mph Wind Zone CATEGORY 2 BLDG. • Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 -1.10 -1.05 - - -1_.02 -0.99 -0.98 -0.96 15 -43.8 -42.0 -40:9, -40.2 -39.6 -39.1 20 -46.4 -44:41 -43'3 -42.5 -41.9 -41.4 25 -48.4 -46.4 ` , ' .,-45.2 -44.4 -43.8 -43.2 30 -50.5 -48.4 -47.2 -46.3 -45.6 -45.1 40 -53.6 a ,51.4 , -50.1 -49.1 -48.4 -47.8 50 -56.2 '-53.8 ,' -52.5 -51.5 -50.7 -50.1 60 -58:2. -,55.8 -54.4 -53.4 -52.6 -52.0 Exterior Zones (5 - Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 BLDG Height Ma m Effective Wind Area (or, Tributary Area) in Square Feet 101, 20 30 40 50 60 -1.29 -1.23 -1.19 -1.15 -1.13 15 =54.1 -50.4 -48.3 -46.8 -45.6 -44.7 - -53.4 -51.1 -49.5 -48.3 -47.3 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 40 -66.1 -61.7 -59.1 -57.2 -55.8 -.-754,6-_. 50 -69.3 -64.7 -61.9 -60.0 -58 5' -57.3 60 -71.9 -67.0 -64.2 -62.2 -60.6 -59.4 NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE: MAY BL ►Arc r-vK I-LAI rcUur�. Length of End Zone (a): 10% of least horizontal dimension or .4 , whichever is smaller, but not less than 4% of least horizontal dimension or 3 ft. (h = me n roof height in feet). THESE TABLES ARE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION BY RAMMS ENGINEERING. ALSO, THESE TABLES ARE INVALID UNLESS SIGNED WITH BLUE INK AND SEAL�D BY ROBERT MONSOUR. , a HENRIQUES RESIDENCE 17 NE 107T" STREET WINDOW REPLACEMENT PERMIT LAYOUT OPENING SCHEDULE 14 OPENINGS (1-14) MRH = <15' WORST CASE SCENARIO .... . . .... ...... .. . . .. . . ..... ...... .... .. OPENING # APPLICABLE NOA WIDTH HEIGHT .... . DESIGN P=MRE ; . ;.... -..-ZONE,... • 1 17-1102.23 ' 74 50 +40.4134.1 •� 5 ..•.; 2 18-0319.13 37 80 +40.4/-54'1 ; ..;. 5 �•••• 3 17-1102.23 110 50 +40.4 -54.1 5 4 17-1102.23 74 50 +40.4/-54.1 5 5 17-1102.23 39 50 +40.4/-54.1 5 6 17-1011.23 20 39 +40.4/-54.1 5 7 17-1102.23 37 50 +40.4/-54.1 5 8 17-1102.23 74 38 +40.4/-54.1 5 9 17-1102.23 74 38 +40.4/-54.1 5 10 17-1102.23 37 38 +40.4/-54.1 5 11 FL22513.6 30 80 +40.4/-54.1 5 12 17-1102.23 53 50 +40.4/-54.1 5 13 17-1011.23 20 39 +40.4/-54.1 5 14 FL22513.6 30 80 +40.4/-54.1 5 M IAAM I-UADE SMI DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION WDX1G&0-1LACCEPJ NCE (NOA) Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy 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 CouIR - Product Control Section to be used in Miami Dade County and other areas where villovped by le-4ut%ority•••. • Having Jurisdiction (AHJ). • • • • • This NOA shall not be valid after the expiration date stated below. The Miami-Dadd 100fty ProdUf Control. • • • • • Section (In .Miami .Dade County) and/or the AHJ (in areas other than .Miami Dade ret niy) reserve the right:....: to have this product or material tested for quality assurance purposes. If this pro4.0ot0or matecicil ails to • perform in the accepted manner, the manufacturer will incur the expense of such IV" and thg * * may •' ; • • - immediately revoke, modify, or suspend the use of such product or material withig AgiTjurisdNi0h.; RER..... reserves the right to revoke this acceptance, if it is determined by Miami-Dade.Cvuatj Product.Control Section that this product or material fails to meet the requirements of the applicable buirdih code. • • ..:. This product is approved as described herein, and has been designed to comply Nrith,fte Flor;Ja Vuilding:.. Code, including the High Velocitilill • • • DESCRIPTION, Series "Eco-Guard 200" Aluminum Horizontal Rolling Window — L.M.I. APPROVAL DOZhMENT: 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 F dated 10/19/17, prepared by 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 date by the 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 name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0728.05 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 Sifang Zhao, P.E. NOA No. 17-1102.23 MIAMI-DADE COUNTY pl�pS/ZO/�j Expiration Date: May 27, 2019 r Approval Date: January 11, 2018 Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 F dated 10/19/17, 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 94 ....:. 2) Large Missile Impact Test per FBC, TAS 20,? 994 • 3) Cyclic Wind Pressure Loading per FBC, TA52M,94 4) Forced Entry Test, per FBC 2411.3.2.1, and.j{X;02-94. ;;� ;;;;;• along with marked -up drawings and installation diagram of an aktmilium hWo*al ...... sliding window, prepared by Fenestration Testing Laboratory, tw i 4'cst Report No. • ; FTL -7635, dated 12/09/14, signed and sealed by Marlin D. Br lson,•P.E.:0 : • • • • • • 0 0 0 (Submitted under:NOA#14-0317.01) • • • • 2. 00 Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 00 0 •, • 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, 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-08-2226A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted tinder NOA#09-0312.08) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. 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) Sifang Zhao, P.E. xammerOA No. 1'7-1102.23Date: May 27, 2019: 7Approval January 11, 2018 E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. 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, TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering A Testing, inc.,* 7-est Report No. HETI-08-2228A, dated 01/15/09, signed and sealed,jV Q ndidp F•Font, P.E. (Submitted under-1VAA009-031248) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201--4 • • 2) Cyclic Wind Pressure Loading per FBC, TAS 2M.94 :'. '. along with marked -up drawings and installation diagram of a N, X kumin%n ; : horizontal sliding window, prepared by Hurricane Engineering.& Kc ting, fur' Trest Report No. HETI-08-2228B, dated 01/15/09, signed and sealed43%Cendido FpFont, P.E. (Submitted under•N0A#09-0$jZ.Q&) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 2(;1-9X. 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-08-2229, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) S. 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-08-2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 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#09-0312.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5a' Edition (2014), dated 07/08/15, complying with FBC Wh Edition (2017), dated 10/12/17 prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 5'A�j o,4,.w Sifang Zhao, P.E. NOA No. 17-1102.23 Expiration Date: May 27, 2019 Approval Date: January 11, 2018 E-2 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. •"' 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Ameti w,,1Vc. forth r •' • "SentryGlas® (Clear and White) Glass Interlayers" dated 06L? 1z, exj'inh_,6n 07/04/18. •••••• 0*000 ...... .. . ..... F. STATEME.... . .NTS • • 1. Statement letter of conformance, complying with FBC 51 Editigq %14), with FAC 61;, •. . • Edition (2017), and of no financial interest, dated October 12,..207Z prepared by At- 0Farooq Corporation, signed and sealed by Javad Ahmad, P.E. • o ; 0 4 • ; • 000006 G. OTHER s •.0000. 0 1. Notice of Acceptance No. 15-0728.05, issued to Eco Window Systems, LLC for their Series "Eco-Guard 200" Aluminum Horizontal Rolling Window - L.M.I.", approved on 09/03/15 and expiring on 05/27/19. Sifang Zhao, P.E. ProTJanuaryll,2018 N ZAppro:val on Dat E-3 WINDOW WIDTH 3 1/2• MAX. HEAD/SILL 4- I 3 t CORNNERS \ nm 10 �II II II II II II II II it I II �1 1 B 3 �li 1 ALSE MUNDNS (SU APPUm) 31 1/4• 32 3/4- D.L. OPG. D.L. OPG. Y BE DSED 35 3/8- / m W 3 1/2• MAX. Y HEAD/SILL n U CORNERS 7 m n tr x 3 IS = ^ N 4 0 0 , o 3 � FALSE UNPINS. (SURFACE ED) MAY � TYPICAL ELEVATION THESE WINDOWS ARE RATED FOR LARGE k SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. f/8' HEAT STREWD. .090• Interlcyer Troatfol PVB By 'Kuraray America, One' 1/8• HEAT STREN'D. SILICONE GDOW CORN 899 SCSz m z b N I b q 23 10 29 AT 1/4 POINTS ON TOTES WIDER THAN 36' ONLY GLASS TYPE HEAT STREN'D. GLASS .090" Interloyer SentryGka By 'Kumray America, Inc.' 1 �1/8• HEAT SIREN-D. GLASS SILICONE r DOW CORNING 899 AT 1/4 POINTS ON LTTES 29 WIDER THAN 36. ONLY GLASS TYPE 'B' GLAZING OPTIONS i 6 WINDOW WIDTH 10 5/8• MAX. HEADLL SI CORNERS i ==fir=1—_ 1 I II 1 I II II II 11 11 II i111 I B 3 32 36 32 ANCHORS AT MTG. S11LE ENDS TYP. ANCHORS READ. FOR SIZES AND LOADS ICED WITH 'V ON SHEET 2 ONLY VESIjC`R'LOAD RATINGS FOR THESE WINDOWS TO BE AS PER f�RTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL TO QUALIFY FOR SMALL MISSILE IMPACT RATING WILL APPLY TO EN EXTERIOR PLY OF CLASS TYPE V MUST BE TEMPERED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1/8• HEAT STREN'D. GLASS MW ESIGNED AND INSTALLID ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS 5/16• AIR SPACE TO THE BUILDING STRUCTURE 1/8• HEAT STREN'D. GLASS ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE .090• Iniertayer MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Troaifol PVB A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. By 'Kumray America, Inc.' ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. 1/8' HEAT STREN'D. CLASS MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE CARDINAL XL REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE h ADOPTED STANDARDS. EDGE SPACER Sr. STEEL THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY SILICONE • • • •ISCR RE pECEMNG THIS PRODUCT AND SEALING AROUND OPENING FOR DOW 899 • TLTt I LI 4,; t1 R�SISI�NCE �. • N AT lNQOAt Ifr THM DRAWING ARE TO BE ANALYZED SEPARATELY, D TS *VIEAED �1' OUILSING OFFICIAL 11111 N�IrI�AA PROL?LA : !..,Y.3rr. _ 70582 S t coraPlyiuE w; ; CI>r F:ori9a — {Y ::} - 29 • • • • • • • Haildm0•x • _ • • • • • • A mince r� %1•t1v1. 19 - AT SETTING BLOCK AT 29 SIZES LAM. GLASS AND �L CLASS • ••r��'D StQ :O A OF ((A� GLASS TYPE 'C' NOTCH GLAZING LEG BLW • • By G: '.,� DT'•.•' • • 900 • htuaai P.�cyror 'AisS/L7AEel\\\ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �v M Z q r w Ff z IL M g 0, QO 4.29 0 drawing no. W09-12 DESIGN LOAD CAPACITY - PSF (XO, OX OR XX SIZES) WD4DOW DIMS. A W/O REINF. WLTR REINF. GLASS TYPE 'A' DR.(+) INT.(-) GLASS TYPE 'B' EXT.(+) INT.(-) GLASS TYPE EXr.(+) INT.(-) WIDTH HE]GHf 26-1/2- 37' 53-1/8• 74' 26" (3) 4 70.0 80.0 80.0 90.0 70.0 $0.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 7o.0 Sax 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2" 37' 74' 38-3/8'I 4 70. 70.0 80. 80.0 80.0 80.0 90.0 90.0 90.0 1 90.0 70.0 70.0 70.0 1 70.0 80.0 SOX 80.0 1 80.0 B 70.0 0.0 80.0 26-1/2' 37' 3-1 5/8' 74" S0-5/8 (5) 4 70.0 80 80.0 90.0 70.0 80.0 4 70.0 80.0 90.0 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2 37' 53-1/8' 74" 63' (6) 4 70.0 8. 80.0 90.0 70.0 $0.0 4 68.9 77.5 80.0 90.0 70.0 80.0 6 70.0 70.0 80.0 90.0 70.0 80.0 8 70.0 70.0 80.0 80.4 70.0 1 80.0 24" 36" 48' 80' 72' 23) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 B 70.0 80.0 80.0 90.0 70.0 80.0 24' 36' 48' 60' 72' 36' 4 70.0 80.0 80.0 90.0 70.0 80.0 4 1 70.0 1 80.0 80.0 90.0 70.0 80.0 8 70.0 00.0 80.0 90.0 70.0 80.0 6 1 70.0 1 80.0 80.0 90.0 70.0 80.0 8 70.0 W.0 80.0 90.0 70.0 80.0 24' 36' 48. 60" 72. 45) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 a 70.0 80.0 80.0 90.0 70.0 W.0 8 70.0 80.0 1 80.0 90.0 70.0 80.0 24' 36' 48' 60' 72' 4 70.0 80.0 1 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 70.0 - 80.0 90.0 70.0 BO A 6 70.0 70.0 80.0 90.0 70.0 80.0 8 70.0 70.0 80.0 87.8 70. 1 80.0 A = N0. OF ANCHORS PER HEAD & SILL ( ) - NO. OF ANCHORS PER JAMB MAX. LOAD FOR E SIZES IS -END PSF WITH (4) ANCHORS A G. STILE ENDS LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS 'XO OR OX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A W/o REM. WITH REW. GLASS TYPE A' IM.(+) f IM.(-) GLASS TYPE B' EXT.(+) 1NT.(-) GLASS TYPE 'C' EXT.(+) MIT.(-) WIDTH HEIGHT 74' 106-1/4' 111' 26' (3) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 74' 106-1/4' 111' 38-3/8, (4) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 - - 80.0 90.0 70.0 80.0 12 - - 80.0 90.0 70.0 80.0 74" 50-5/8" (5) 9 70.0 $0.0 80.0 90.0 70.0 80.0 74' 63' (6) 9 70.0 70.0 80.0 90.0 70.0 80.0 72' 84' 96" 108' 24' (3) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 84" 96' 108' 36' (4) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 80.0 12 70.0 80.0 1 80.0 90.0 70.0 - - 80.0 90.0 70.0 1 80.0 72" 84') 98' 9 70.0 80.0 SO 90.0 70.0 80.0 9 70.0 70.0 80.0 90.0 70.0 80.0 12 70.0 70.0 80.0 90.0 70.0 80.0 72' So. (6) 9 70.0 70.0 80.0 90.0 70.0 80.0 A : N0. OF ANCHORS PER HEAD & SILL ( ) NO. OF ANCHORS PER JAMB (1/4W) (1/2W) (1/4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) • • • /AND FLORIDA BUILDING COMMISSION • • • • .9MLARATORY STATEMENT DCA05-DEC-219 • • • • • �pD A..M_ '. ALL EXTERIOR(+) LOADS SHOWN ON THIS %HEE; j\VE 0 `$C0f''r::•s"""Cs. l""", _ FOR WINDOWS WITH ADD -ON RISER AT FFKME SILL AK •lq ' FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS :0 67.00 pSF • • • X�M � �- %®.c SEE SHEET 3 FOR DETAIL. 000 : • • • • • • ct Con 1 :,i ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . tA.V. Z O � q 0.' o ft � I MOE 0 t 0 G> OL04 0.3b N O JSol N U m U J vI N Ld n W W S 3 t10 n c oo I U 22, w W oo m " 9 It" Hi H:" drawing no. W09-12 TYPICAL ANCHORS METAL STRUCTURE MIAMI-DADS COUNTY APPROVED E a� MUUJON k MULLION ANCHORS I SEE SEPARATE NOA �s i TYPICAL ANCHORS TYPICAL. ANC! SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRdNCF R THFM TO THE STRUCTURE. �- WEEPHOLES: TYPICAL ANCHORS: SEE ELEV. FOR SPACING 'EL 1/4" DIA U N BY CO' (Fu-M M. F 155 Wt - 3/8' X 2-1/4" WEEPHOLES AT EAC END OR WOOD STRUCTURES AND 37" O.C. MAX. 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) SEALANT: THRU 1 BY BUCKS INTO CONC. OR BLOCKS ALL JOINTS AND FRAME CONNECTIONS SEALED W 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) JOINT SEALER. DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMB 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy - 36 KSI MIN.) ( IN rnrrranr v I UN TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1 2" MIN. W RE = 1 MIN. INTO METAL STRUCTURE = 3/4" MIN. rc WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS fe - 3000 PSI MIN. wa x • • • • • • • • C_f0 HOULOWN I ED BLOCK AT JAMBS fm = 2000 PSI MIN. • • • • • • • • • ````11L1111111//A'''' I • PRODUCT REVISED 7i)SB2 cm plymg with the FTcridn v • • • • • • • • • i�w7dio•Code - 1�, TYPICAL ANCfISRS• • • • • • ere•v,q Na -1 02.13 - �; WOOD BUCK SEE ELEV. • • • • • • •Ptiar-- O•••. TE OF FOR SPACING • • • • • • • EDGE DIST. • • • • • • Mhaai Ai • 4uTo Prw u c«un l ii� ®f l m i t • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • S •� + o o - drawing no. W09-12 TYPICAL ANCHORS EDGE DIST. MLAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA Z EDGE DI 0 Ott At ANCHORS SEE ELEV. TYPICAL ANCHORS SEE ELEV. It 12 � WZW FOR SPACING FOR SPACING 09 5- 6�o Soo PRODUCT REVISED No. 00 Qt FRAME HEAD FRAME SILL 1.314 .250 .340 J12 .062 SILL TRACK 2 MOV. FRAME JAMB 1.067 .715 L- 1.434 I 813 .062 12 11 VENT TOP/BOTTOM RAIL OB JAMB 5nLE STEEL REINFORCING 319� .71L803 p4,I, 16 I y -i 1.047 t0 GLAZING BEADS 2.063 1.250 .082 LI.344 O7 MEETING RAIL *.2 1.4222 1.375 O6 FlXED MTG. RAIL 750 I .062 2.512 2.150 2.688 .082� II 500 BB I-.989 1.688 2.611 FIXED FRAME JAMB Q FLUSH FRAME ADAPTER 130 TTXX XPAW f QUARM DBBCBIPMON MATKRIAL YANP./SUP RTDIARSS 1 FY201 1 FRAME HEAD 6063-TG - 2 FY202 1 FRAME SILL 6063-TO - 3 FY203 1 SILL TRACK INSERT 8063-T6 - 4 FY205 AS REOD. MOV. FRAME JAMB 6063-T6 - 5 FY101 AS REOD. FIXED FRAME JAMB 6063-TS - 6 FY104 1/ VENT RM MTG. RAIL 6063-T6 - 7 FY105 1/ VENT VENT INTERLOCK 6063-T6 - 8 FY206 1/ VENT JAMB STILE TOP AND BOTTOM RAIL 6063-T6 6083-TS - - 9 FY107 2/ VENT f0 FY108 AS READ. GLAZING BEAD (LAM. GLASS) 6063-TB - 10A FY110 AS REDD. GLAZING BEAD (INSUL LAM. GLASS) 6063-T8 - 11 - AS REQO. REINFORCING BAR STEEL - 12 - AS REDD. REINFORCING BAR STEEL - 13 FY204 AS RTE00. ADD -ON SILL RISER 6063-T6 USE AS REDO. 14 MW 4/ VENT ROLLER HOUSING h GUDE CELCON 15 FY209 2/ VENT ROLLER BRASS 16 FY210 2/ VENT ROLLER PIN ST. STEEL 17 i8 X 1' AS REDO. FRAME/vENT ASSEMBLY SCREWS CRS P.H. SIAS 18 /8 X 3' 2/ VENT FIX MIL SILL SCREWS (SILL END) CRS P.H. SMS 19 W23181 AS REDO. FIN SEAL WSTRLPPING - ULTRAFAB 20 030OT190 AS REDO. BULB SEAL Q-LON SCHLEGEL 21 E207 AS REDD. BULB SEAL SANTOPRENE ULTRAFAB, DUROMETER 65±5 22 E203 AS REDD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, OUROMEIER 65±5 23 FTB-50 AS REDD. GLASS SPACER SIUCONE FRANK LOWE 24 SL203P 2/ VENT SWEEP LATCH - SULLNAN k ASSOC. 25 /8 X 1/8' 2/ LATCH LATCH INST. SCREW Sr. STEEL OH SMS 26 WA2L 2/ WDW. WEEP VALVE - PREFERRED RIG. PRODUCTS 27 - 1/ VENT 5/16' BOX SCREEN - OPTIONAL 28 FY120 - FLUSH FRAME ADAPTER 6063-T8 OPTIONAL 29 - 2/ UTE SETDNG BLOCK EPDM DUROMETER 80}5 SH9 A • . • • • . . • . • • • . • . ... • • • . • . . • . 00 RZODUC,r REVISED Y} t7 • • • • • • • • m �Fl w6tL1 the ITaridA • i • • • • •A�ii-1011trr--�C OF • • • i • • • i i • • • i• • -701rj DP': • • ••• • ••si ,''''7j�1,1,AL���. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U 1 g � J H lro s o Q y�� V mm C V u�p 0 yo�0 0 a0g 0 br, w M 2 2 ggN_ QO•� YS Q W m f s � U � o W w 0 o 1 n Q tp 11 $ Z 3 _j 2f 0 a R 00 8 W m2 aroring no. 11 W09-12 l U f Z o � I pp �O O � IL CC LL o��� j a 8 AN o� z rx o aS� � Qwmf� � s U n FRAME TOP CORNER J w N VENT TOP/BOTTOM CORNERS W �e 17 m 0 oM n 0 m 3 � 0CJ � wCam 0 / 0 0 __$ oa�r� .• ••• . . • . . •• cu S •00 so ....... • • • • • • • • • �J P�1•••••.!%lq�' 1 FRAME BOTTOM CORNER S PRODUer REVISED 18 • • • • • • • • •yCwiai ax Florida = �= • • drawing no. • • • • • E��'• lloz.l3 pp r� i So 0 FIXED MTG. RAIL CORNER • • • • • • �Yia�n l�ao , •y Product Cauml 1111rlll„l��` sheet 7 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD ODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 TICE OF A SCE (NOA) www.miamidade.gov/economy ECO Windows Systems, LLC 9114 N. W. 106`h Street, Medley, FL 33178 This NOA is being issued under the applicable rules and regulations governing the use of construction pateria ls. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA; PrQdgct Contt ? Section• • • • ; • to be used in Miami Dade County and other areas where allowed by the Authority Having .hMrisdiction ZAJ44 •, This NOA shall not be valid after the expiration date stated below. The Miami -Dade Countyy o'duct CAM Section "" (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) rese g &e rightto have tht*s..• product or material tested for quality assurance purposes. If this product or material fails tp.l2%rform i tw.Mcepte`c ... manner, the manufacturer will incur the expense of such testing and the AHJ may immedigly revoke, Wdify, p;;..• suspend the use of such product or material within their jurisdiction. PERA reserves Ike I fight tQ rtvake this,.... acceptance, if it is determined by Miami -Dade County Product Control Section that this :wedaet or material fails to . meet the requirements of the applicable building code. 0 0 0 •..... This product is approved as described herein, and has been designed to comply with the F=oridd 13uildifig Code, including the Hig Veloci___tY Ti„� = re-ze . ' • • .. . DESCRIPTIO Series 600 Aluminum Outswing Doors-L.M.I. APPROVAL D : rawrng o. 2-08 Rev E, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on MAR 15, 2018, 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 date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: arge:and Small Missile Impact Resistant Limitation: 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2. See Single or Double Door DP ratings with sidelites (w/wo Reinforcement) and Standalone Single sidelite rating in sheet 3. The max door leaf width shall not to exceed 37". See locking options 1 & 2 in sheet 7_1. 2. Laminated glass types G1 and G2 are limited to Kurarary's .090" Trofosil PVB and glass type G3 is limited to Insulated laminated glass w/ Eastman Chemical's .090" Saflex interlayer. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #17-1218.15 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. - NOA No. 18-0319.13 Expiration Date: March 20, 2019 Approval Date: May 10, 2018 Page 1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (see below) 2. Drawing No. W12-08 Rev C, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on SEP 04, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file #12-0402.03) .... 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 20344, • • • • • • • • • • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94':'.; . • ; •; • •' • • • along with marked -up drawings and installation diagram of an aluminum Outswin0Frenc1!•d. oor, .... prepared by Hurricane Engineering & Testing, Inc., Test Report No. ; ; ; • HETI-12-3357, HETI-12-3358, HETI-12-4003, HETI-12-4003 and HETI.12-4427date$'011l6- 26/12, all signed and sealed by Rafael E. Droz-Seda, P. E. • • • • • Note: The above referenced test reports have been revised by an addendum letter dated Judd 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014(511 Edition), prepared by Al Farooq Corporation, dated June 02, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the "Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) (former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (511 Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/02/15, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA #15-0603.13, expiring 03/20/19. 2. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA. �Sh•. 1. C �� Is aq I. Chanda, P.E. —Pro—du—c—DCUHMTTx� NOA No. 18-0319.13 Expiration Date: March 20, 2019 Approval Date: May 10, 2018 E-1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. W12-08 Rev E, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on MAR 15, 2018, signed and sealed by Java Ahmad, P. E. B. TESTS 1. None. • . . .... ...... C. CALCULATIONS • • • • • 1. Anchor verification calculations complying with FBC2017 (60' Edition), �ir:d by Ar FarooqCorporation, dated OCT 31, 2017 and last revised on MAR 13, 2018, signs sealed ty Javad • • • • Ahmad, P.E.(submitted under file 417-1102.18) • .... . .. ..... D. QUALITY ASSURANCE .. .. .. . ...... 1. Miami Dade Department of Regulatory and Economic Resources (RER)....... • • . . . . ...... E. MATERIAL CERTIFICATIONS • • • 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (Pdrmer E.I..Wgnt DP • • Nemours & Co., Inc. for the "Trofosil ® (Clear and Ultra clear) PVB Glass interlay&P, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear & Color Glass Interlayer", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 511 Edition (2014) and FBC 61h Edition (2017) and of no financial interest, prepared by Al Farooq Corporation, dated 10/04/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA # 17-1218.15, expiring 03/02/2019. Isliaq I. Chanda, P.E. o +xaminer OA No. 18-0319.13 LAp7proval e: March 20, 2019 ate: May 10, 2018 E-2 8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS ` .090" Interioyer 090" Intedoyer 'IYR Trosifol PVB Trosifol PVB By 'Kuroroy America, Inc.' By 'Kuraray America, Inc.' Z g i 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS 1F rp Of W ey mSILICONE SILICONE rn DOWSIL 899 2� DOWSIL 899 26 26 IL W 14 �I 6 Fto OUN� I I'- V �We1 1 EM DO 34 aoQ8 �p I o ) �� s FE / o: / 0 3 lz h SETTING BLOCKS AT LAM. GLASS w Z y to u< _ ` REQD. FOR WIDTHS EXCEEDING 36" ONLY. ' Z C f — NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS J O m Q 0 J Q W p f GLASS TYPE 'Gl' GLASS TYPE 'G2' �— N 1 /8" P. GLASS o J m 5/16" AIR SPACE $ m 1/8" HEAT STREN'D. GLASS M n 090" W F LiSaflex Interlayer Clear And Color Glass 'Eastman 6 } By Chemical Co.' ca N F- rp 1/8" HEAT STREN'D. GLASS N a] Z M O N F SILICONE z m DOWSIL 899 Z SERIES 600 26 CARDINAL XL 0 3 26 o ALUMINUM OUTSWING ENTRANCE DOOR EDGE STEEL " 0 O 00 1s 6 W ti w W a0 M W STAND ALONE SINGLE SIDELITE SEE SHEET 3. I SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL 35 SIUCONE� a I I APPLY TO ENTIRE SYSTEM. o / rc DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION \ / SETTING BLOCKS AT INSUL. LAM. GLASS _ NOTCH GLAZING BEAD LEG 70 CLEAR BLOCKS o u _' m C RESISTANCE IS REQUIRED. c O . „ — THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE GLASS TYPE 'G3' •RODUCf REvjW0 a < W REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE r etrptytr, wilh the P-66 bofts&& y a 3 INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). OR 2BY WOOD BUCKS & BUCK F NER BY TH MU Aseeptstla N• 1� a3�9•/3 EsptcaYw Qte .rrrczr 7.1 DE I LIED ODUCT LOADS PR TO THE BUILDING STRUCTURE. / � �r %`I; • ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS • • • • • • • • • • •tY7'•si'r�tirM m AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE E 0- m MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. • • • • • • • • • N • • • • • • • • • • • �711 L t l l t t fff A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • • • • • : : ����i ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. • • • •: •: • • • ``PJ�n •.Y,J",NA MATERL4LS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT , • c COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS � � 70 = n OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. '! • ••• • ••• ••. • -�7 ;fit_ a - '� THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY • • • • = ''.Mk 1018 �; o OF STRUCTURE RECEMNG THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. • • • • • • • • • • • % A OF Cyr • • • • • • '�i S & drawing no. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL THESE DOORS ARE RATED FOR LARGE & MISSI IMPACT• • • tS O D►.•''�\�� SHUTTERS ARE NOT REQUIRED. W1 2_08 • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • 39 3/4" MAX. r 12" �. /SILL I p 1 S� NERS Y I I I 1 1 / I II / II t II / II / u = n o II�/ m -j II � • II \ II \ II II \ II I 11 \ II \ \ ACTIVE I LOCK OPTIONS /1 OR /2 (OPTION 2 SH( SEE SHEET 7.1 FOR DESCRIPDI -Im N SURFACE APPLIED m w FALSE MUNTINS OR 26 15/16" $d ¢ DECORATIVE GRILL D.L.OPG. �0 MAY BE USED 37" MAX. LEAF WIDTH W DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) DOOR DIMS. LAMINATED GLASS FRAME I LEAF FRAME IXf.(+) INi.(-) WIDTH WIDTH HEIGHT 39-3/4' 37' 1 98' 70.0 1 75.0 MAX. HEAD & SILL ANCHORS AT STILE ENDS (4) AT 3" D.C. 12" 11V MAX. SILL II ---u / i E LOCK OPTIONS / n II _ /1 OR /2 \ (OPTION 2 S" W !E -'"- / /�yyI1 SEE SHEET 7.f FOR DESCRIPTIO)Y \ II / III / YT SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED I INACTIVE AC71VE 726 75/16' 26 15/16' D.L OPG. D.L OPG. f° 37' MAX. LEAF WIDTH (XX) DOORS LOAD CAPACITY - PSF DOUBLE (XX) DOOR DIMS. IAMINATED GLASS FRAME LEAF FRAME EXT.(+) INT. Wro7H WIDTH HEIGHT 76' 37' 98" 70.0 7 Wa GLASS D.L.O. DIMS. D.L.O. HEIGHT = FRAME HEIGHT - 11.125' D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.813" D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125')/2 NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL w SURFACE APPLIED m FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 37 3/16" MAX. (0) STAND ALONE SINGLE SIDELTTE SEE SHEET 3 FOR CAPACITY (_) PRODUC r RBVIsF� is WM ere Fb�idd s.o ••• • • a fir• l� 31 /3 • • • • • �Mraw�• Pm��p,( lq • • • • • g�e�01•u•I •• ••• •• • • • •• • ••• • ••• •• • NOTE: • • • • • • • • • GLASS CAPACITIES ON fHO SHF:T AL.E • • • • • • • • BASED ON ASTM E1300►09 (3 6EC. GUSTS • • • • • • AND FLORIDA BUILDING MMMISftN 000 • • • DECLARATORY STATEMENT DCA05—DEC-219 ••• • • • • ••• • • • • • • • • •• •• • ••• • • • • • • • ••• • • •• • • •• • Op... � ji 70592 f3 hOF`•l0.({7�� drawing no. �.:_ ���a�®�� Wl2-08 DESIGN LOAD CAPACITY - PSF STAND ALONE SINGLE SIDELITES SIDELITE FRAME WIDTH INCHES SIDELTTE FRAME HEIGHT INCHES WITHOUT REINFORCING EXT.(+) INT.(-) 24 30 36 37 42 82 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 24 30 36 37 42 86 70.0 75.0 70.0 75.0 70.0 MO 70.0 75.0 61.7 66.1 24 30 36 37 92 70.0 75.0 69.8 69.8 64.1 64.1 63.3 63.3 24 30 36 37 1 98 1 63.3 63.3 57.8 57.8 53.1 53.1 52.4 GLASS D.L.O. DIMS. D.L.O. HEIGHT (SIDELITE) _ D.L.O. WIDTH (SIDEUTE) _ DESIGN LOAD CAPACITY - PSF SIDEUIES WITH SINGLE OR DOUBLE LEAF DOORS (SEE NOTE BELOW) SIDELITE FRAME WIDTH INCHES SIDWTE FRAME HEIGHT INCHES WITHOUT REINFORCING WITH REINFORCING EXT.(+) INT.(-) EXT.(+) INT.(-) 24 30 36 37 42 82 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 61.7 66.1 24 30 36 37 42 8675.0 70.0 75.0 70.0 75.0 75.0 70.0 75.0 W61.7 70.0 75.0 75.0 70.0 75.0 66.1 61.7 66.1 24 30 36 37 92 70.0 75.0 70.0 75.0 69.8 69.8 70.0 75.0 64.1 64.1 70.0 75.0 63.3 63.3 70.0 75.0 24 30 36 37 98 63.3 63.3 70.0 75.0 57.8 57.8 70.0 75.0 53.1 N.1 70.0 75.0 52.4 52.4 70.0 75.0 REINFORCING 39-3/4' MAX. (SINGLE) SURFACE APPLIED SIDELITE WIDTH 76 MAX. (DOUBLE) FALSE MUNTINS OR DOOR FRAME WIDTH DECORATIVE GRILL MAY BE USED NOTE: FOR DOORS CAPACITIES SEE ET 2. FOR SIDELITE CAPACITIES CHART ABOVE. LOWER VALUES FROM R OR SIDELITE CHART WILL APPLY TO EN SYSTEM. 'HEIGHT - 11.000" WIDTH - 4.438" 148' MAX. 18� TESTED FRAME WIDTH HEAD k SILL ANCHORSAT STILE ENDS CLUSTER OF (4) AT 3' O.C.6'(4) ANCHORS HEAD/SILL 12'3'MAX.PHEAD _ -- A SILL n n cOi _ it o C - OtN^ u I I \ D O j M .gym S 0 / _ I I 0 W W 13 Z 0 N of2 It 20 I /ii E I I \ ' ., II / II I I \ , W ME F II I I Q 10 -j J I V m o v II \ 11HSHEET W \ Ij �i \ I I) (n c0 II \ I INIo II i �' 3LI0 001JZNACTIVE J M 1 1 32 3/4' 72; 15/16 26 15/i6' D.L OPG. D.L OPG. D.L OPG. SIDELITE FRAME WIDTH 39 3/4' MAX. (SINGLE) I \ u + al6 Ife MAX. 76' MAX. (DOUBLE) SEE CHART AT LEFT DOOR FRAME WIDTH (OXXO) a a MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SO. FT. PER FBC 2014 •• ••• • • • • • •• mo e'8o • • • • • OWDYC f lEVftD • • • • • • • .ft.0YQ,#Mrt6 t! F•brir, •• ••• •• roeepu�crAb18•o3 J•; `` �1p' •• •••�'�� � Lt•Ir1etY•po,�i��l n � o 1 � o \s ...�- 70502 ~ NOTE: • • • • • • • ' i41 • • C� = fn1 t7 = ss r GLASS CAPACITIES ON g11$ SHE:7 ARE : • • • : • : : !1 5 Yy i BASED ON ASTM E1300-09 (3 ,6EC. *GUST60 • • • • • • Q '•. OF (y drawing no. AND FLORIDA BUILDING•COMMISOION • • • • • • • �,L� r1�pl,.• `�� DECLARATORY STATEMENT•DCAOSLDEC-^?o • • • /////Q/11e11111111`` sheet 3 of g • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PROPERLY SECURED 28Y WOOD BUCK 9/16" MIN. TYPICAL ANCHORS EDGE DIST. 1BY WOOD BUCK OR THROW BOLT EDGE DUST. SEE ELEVATIONS WOOD STRUCTURE PENETRATION FOR SPACING EDGE DIST. SEE NOTE SHEET 1 SMETAL TRUCTURE EDGE EDGE DUST. W .•25 I I N O N N 3 a I I 26 2 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS I I SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS FOR SPACING FOR SPACING FOR SPACING 7 I I j I MIAMI-DARE COUNTY APPROVED I I I� CUPPED MULLION �I I I SEE SEPARATE NQA I I ril 1� 1/2" MIN. THROW BOLT PENETRATION W ING OPTIONS SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 0 0S 0 O �i 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS 14 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER o W THEM TO THE BUILDING STRUCTURE. k W TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA, ULTRACON BY 'ELCO' (F•=T77 M. Fy=1 KSI) I 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. FMBEn INTO RIOCI<S !,IAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 7A 7 rLA J14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS © 33 2s 2 OR INTO METAL I (3) THREADS PENETRATION BEYOND SUB ) • • • $lt • • • • • 6 I i 1 ' ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) • • • • .0. • • • • • 25 I = w STE MIN. (Fy = 36 KSI MIN.) • • • • • • • • • • • • • IN CONTACT WITH ALUMIN D) • • • • • • : • : J ICALGE EINTO • • CONCRETE AND MASONRY = 2-1 2" MIN. :- "v "- RUCTURE = 1 MIN. • • • • • • • • TYPICAL ANCHORS INTO METAL STRUCTURE - 3 4" MIN. • / • • • i • • • • • EDGE DUST. SEE ELEVATIONS FOR SPACING WOOD AT HEAD OR JAMBS SG - 0,55 MIN. • !! • • CONCRETE AT HEAD, SILL OR JAMBS Yc - 3000P5•1 MINA • • • • • • • • • , •• • • C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. • • � • • • • • • • ••• • • • • ••• • • ••••• • • ••• • • • • ••• ••••• • .WD C IT REVrIS"rl•.IM EW�•tl'• Pn•--�}34� %e1 3 b s� DOOR DETAILS o m s - c 11AI 1 uTrrr� Jam' ... - i � ` n O drowing no. 1/4' MAX. 1/4' MAX. W SHIM © COtjGEALEA ikY61i- ELVERS AT STILE FACE SHIM {L ^ °D 3 1BY H TYPICAL ANCHORS BUCK m 3 ZSEE FOR SPAC�I G 1B ACTIVE LEAF Q F q o Q Z n I _ 26 13 _ a i n 20 OryW�' 24 o 1av9 V LL '. .'^o 0 STYPICAL EEANCHORS ELEV.V FOR SPACING 0 M 0 "L o 23 25 EXTERIOR 9 Qe Z JO Q W 7 ii 19 D.L.O. . ' N a_ METAL UCTURE SEE SPEC EET 4 37 :.' LOCK OPTIONS 984, J 2 8 Q J Q W 01 f LEAF WIDTH /1 OR %2 39 3/4' MAX. (OP -TON 2 SHOWN) SINGLE DOOR FRAME WIDTH SEE SHEET 7.1 FOR DESCRI 1/4' MAX. mi V m SHIM �' J n 1 /4' MAX. SHIM TYPICAL ANCHORS SEE ELEV.' ` CAN 3 ACE OFSTILE CONCEALED FLUSH BOLTS LEVERS AT STILE FACE K RE V) .-. 2 n W F— L FOR SPACING T 1 16 INACTIVE LEAF ACTIVE LEAF 26 13 26 _ NO:WR 0onCIOZ0 `'O & W cam F 2} O 25 TYPICAL ANCHORS 1B 9 O.L.O. 11 10 D.L.O. SEE FOR SING LOCK LEAF WIDTH OPTION !2 EXTERIOR 08 a ¢ LEAF WIDTH 76' MAX. DOUBLE DOOR FRAME WIDTH • g 2 POINT LOCK ASSEMBLY 4 POINT LOCK ASSEMBLY •RODUCf REYISBY r „ !2r o�spalq.4%t►c F16,61111 0 • r INACTIVE LEAF • der" • • • ba,19 FCC I i �l�eep�re Na �G 3 '�] n o _ • • • • • • • ti)(ry 01te `1 o a 26 • •• • • • \. „-�'• `\\1\111111ITTYY' • • :•��„� 70592 s �, • • • • •go 2018=�_ o EXTERIOR • • • • • • • • • • • • 0 • • 0 0 ••• OF �f� oR F'.2-08 '.,�5\S;�O...'e��0 drawing no. • DOOR•DLTAILS ••• LOCK OPTION !1 �7jI11 �IAI111\\\ sheet 5 Of g ••• • • • • ••• • TYPICAL ANCHORS ` SEE ELEVATIONS O 1 /4' MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING N� 0 A METAL STRUCTURE SEE SPEC SHEET 4 EXTERIOR D.L.O. 42' AT 86 HT. 37' AT 98' HT. MAX. SINGLE SIDELTTE WIDTH 1 112 SMS 4' MAX. H AT 5' FROM END S AND 11' O.C. 5 TYPICAL EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1/4' MAX. 1BY WOOD BUCK q - TYPICAL ANCHORS SEE ELEV. o FOR SPACING � w REINFORCING IO18 AS REDD. SEE SHEET 3 EXTERIOR - ``'" "'""' \ 39 3/4' (SINGLE) mi MOTH 76'(DOUBLE)DTH • • NfT E D • 0 '= A-cW*,-No Qil •13 _ .70592 , OF SiDELITL'UETATLS • • //�TTIIII11111� sheet 6 of 9 ••• • • • • ••• ••• • • • •• •• .�. ... • . • ... . • �� •�• � •• • • • •• •s • • •�• • � LOCKS: OPTION /1: ACTIVE LEAF: 4 POINT LOCK ASSEMBLY DLOI-6007 BY 'INTERLOCK USA INC.' (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE 1/2' OVL THROW BOLT (1) AT TOP ENGAGING FRAME HEAD AND (1) AT BOTOOM ENGAGING FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8' CONNECTING RODS LOCK HANDLE LOCATED AT 42-1/2' FROM BOTTOM INACTIVE LEAF: 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.- 1/2' DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME HEAD AND FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8' CONNECTING RODS LOCK LOCATED AT 42-1/2' FROM BOTTOM HINGES: 3-1/2' X 7-5/8' X .122' THK. EXTRUDED ALUM HINGE PART /FD-107 BY SULLIVAN h ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT 10-i/4' FROM BOTTOM TOP HINGE AT 11-3/4' FROM TOP CENTER HINGE AT MIDSPAN (38' O.C. MAX.) HINGES FASTENED WITH #10 X 1' FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB OPTION 02, ACTIVE LEAF: CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 BY 'KWIKSET' LOCATED AT 39-1/4' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44-3/4' FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULLIVAN h ASSOC.' 1/2' X 2' THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10-5/8' FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) 18-32 X 1/2' FH MS INACTIVE LEAF: CONCEALED FLUSH BOLTS BY 'SULLIVAN h ASSOC.' 1/2' X 2' THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8' FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) /8-32 X 1/2' FH MS I I ACfhE } INACTIVE ACTIVE BaODUC IT REVIM Y oa *iag with the Fuel& "'-pm. N A . lS--Dt1 g .19 swo N J n z J lo z W LE$a ` uj ox W y l+1 m o0N1 N O o0 WDo M • • • • • • • • • • • • ``711111111TTT�A' • • • • • • • ��:•' VOEN,CAc •� o I � =� • CIA �l� � _ � s k � • • • • • • • • • • ��O• ' lV�. drawl • • • • • • • • • �•.,, ORI �` ••• •• ••• ,,ss, •' � W12-08 • •• •• • • • •• •• 4000 � .078 .625 1.625 k 2.062�L 1 DOOR FRAME HEAD/SILL F.078- 4.031 7 LEAF f^-1.750-1 .750 1.507 -4 TOP/BOTTOM RAIL I•�.519 .803 .045 14 GLAZING BEAD 5/16- GLASS J h•^.394 .803 .050 1047 14A GLAZING 7/16- GLASS -�j r.130 .803 .045 BEAD 15 GLAZING BEAD INSUL GLASS 1.500] �.312 .p62 e LEAF W'STRIP ADAPTER .094 .312 ._2 1..4 12 LEAF ALIGNMENT BRACKET 750 �• [- .za1 375 � .125 125 3.781 El 13 LEAF CLAMP HINGE BACK-UP PLATE 18 •1.2`W • • •1 .769 • SIDE;ITF: MVLtlbN REINFORCING • • •• • • luuuu *0 000 4.188 1r plyin with Ole nwk _ .70592 wtODUCt1LEVISPJ Mdin�CWi� • • • • • 111r4D1Yatt No � '• � � _ .pia • • R., ;dry '.�3 ,MAR 1018 • • • • • • • • • • • • •wl�al / IDP.•''�j'`�� 6 SIDELITE SLIP ON JAMB /7jrrrrl111111`` 4 � 1�� Z 1- M 0 o'o, 0 W N w M G t 0 � um'- 0 O ! "m or 0 0. 0 o�y N 2 �Y a, (A a W a LL �L Z f Q Z a W W f 0H. o N n •• ZJ a1047 a u LL h e • J f 7.531 7A 1.5071 .078 8.250 4.781 O SIDELITE � 4.000 1.507 -1 1.7so t.rM TOP & �{ 1.62$ .078 BOTTOM FRAME 4.719--�{ 078 I �{ 1.750 1.507 4.000 � 9 LEAF HINGE STILE 3.719 v $ 0 J n J m UI W NNE m 0010 uc'i o 1 . Z 3 L. N J " W rooin : F 0 5.344 4.ppp� 1.750 2.081 1.507 o7s 10 LEAF LOCK STILE 1.750 BOTTOM RAIL 9" 329 v.078 I� L s12� 2 FRAME COVER 3.719 L 8.281 1.507-1 .078 9a00 1.625 4333 � �n '" UUU F-F _ 5.344 .078 1.507 1.750 2.081 -I I -.687 I 1.197 .154 16 SNAP COVER 4.000 �1 11 LEAF ASTRAGAL STILE � o m r N c o < m n m . W r 1.500 .625 4.000 .p7a ,7 4.000L 5 1.500�j `i .719 1.50 FRAME JAMB o a n e 8 B � Ok4.000� SIDELITE 9" BOTTOM FRAME i�%� G-�$ 3 DOOR FRAME JAMB SIDELITE sheet 8 of 9 ••• • • • • ••• • • •• •• • • • •• •• ••• • • • ••• • U 22 22 4 W l! m 22 0 N Z 3 n ro O Z /spy Q as f% / /.lam/ O W 0 O it WO t 7 / f9 aCG 8 pap<� O yy� Q W jO LL 0 2sWN_ J z a W QWOEI ju ^ o � V � J � Utco C DOOR FRAME CORNER W w SIDEUTE FRAME CORNER SIDELCTE MULLION SLIP ON JAMB CORNER 30 o M m J v W t�NwF ti W o7 � O T w T 12 N O� •wiHNsFMiit n Is�� i �'1 iiji AorePbocc No�-a3lq.l3 u � i e � i 1 EapiMiw Date1'ZQL�ZO (5 w e, u. — �• r Mi w •. k r Ce.•d g 000 o� • •• • • • • • uun o '.'• EN3F _ a n • • • • _ 70592 Die • • • • • • ST OF (y drawing nWl • • •• • • • • • • pt.` \�� LEAF CORNER b • b b • • '�0 1 AL1��� sheet 9 of .g • • • ••• • • • • • • • • •• • •• • • • • • • • • ••• • • • •• •• • ••• • M IAM i•DIADE MIAMI—DADE 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 NnTrrF. nT �rrT'PTeNCE (NOA) www.miamidade.aov/economy Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 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 U%prity Having Jurisdiction (AHJ). • This NOA shall not be valid after the expiration date stated below. The Miami -Dade Caianty%Prod act GQntrol Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade CbfiW. )ereservaAe right to have this product or material tested for quality assurance purposes. If this prod'ucf'bf•material fails to perform in the accepted manner, the manufacturer will incur the expense of such tegling and th$AT-I.)' jnay immediately revoke, modify, or suspend the use of such product or material within 14eijJurisdiction'ORER reserves the right to revoke this acceptance, if it is determined by Miami -Dade QgajiyProd% %control Section that this product or material fails to meet the requirements of the applicable bu k4i;g code. • This product is approved as described herein, and has been designed to comply with the:Florida Building Code, including the High Velocity Hurricane Zone. : "' • • DESCRIPTION Series "Eco-Guard 100" Aluminum Single Flung Window - L.M. ' . • • • • APPROVAL D rawmg No. W09-08, titled co- uar enes- 00 Alum. S.H. Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/12/09, with revision F dated 09/26/17, prepared by 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 date by the Miami -Dade County Product Control Section. R MISSILE IMPACT ATING Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanenta e WiTi the manu acturer s name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0406.12 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 Sifang Zhao, P.E. �Jf=December21,2017 011.23 i �� T % 7 , 2019 , 2017age 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's 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. W09.08, 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 pef FBC; TAS•202 94 2) Large Missile Impact Test per FBC, TAS 201-94... •„• • • 3) Cyclic Wind Pressure Loading per FBC, TAS-24.94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAY202-94: • • • • along with marked -up drawings and installation diagram of an aLty*t* }wn sidgleltmg window, prepared by Fenestration Testing Laboratory, Inc., Test R%pAt Nor • • FTL-7635, dated 12/09/14, signed and sealed by Marlin D. Brinpq i�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 per FBC TAg202-94 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 106-1/2" wide x 76" high ECO-Guard Series-100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2166A, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0224.07) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 106-1/2" wide x 76" high ECO-Guard Series-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) 12Aeip Sifang Zhao, P.E. '--ftv" NOA No. 17-1011.23 Expiration Date: April 08, 2019 Approval Date: December 21, 2017 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 762/4" 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 *see 1. Anchor verification calculations and structural analysis, comglyiVg. with'TRC' 51h + Edition (2014), dated 03/27/15 and 06/23/15, prepared by Al-Fhroeq Cgppration, • • • • .� signed and sealed by Javad Ahmad, P.E. "•' • • • • • *9000* 2. Glazing complies with ASTM E1300-09 ..,, ...... • D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources 4k) .. • • •, • • E. MATERIAL CERTIFICATIONS • ' 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray Alheidt#, Inc. for their . "Kuraray Butacite® PVB GIass Interlayer" dated 04/25/15, expxririg on 12I1.1y1 6. •: "• . F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5t" Edition (2014), and of no financial interest, dated March 17, 2015, issued by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Report No. FTL-7635, issued by Fenestration Testing Laboratory, Inc., dated 12/09/14, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No. 14-0317.02) 3. Proposal issued by the Product Control Section, dated 03/25/13, signed by Jaime Gascon, P.E., Product Control Section Supervisor. (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. 09-0224.07) 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. Sifang Zhao, P.E. NOA No. 17-1011.23 ion Date: April 08, 2019 Epproval ate: December 21, 2017 E-2 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W09-08, titled "Eco-Guard Series-100 Alum. S.H. Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/12/09, with revision F dated 09/26/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, RE B. TESTS 1. None. C. CALCULATIONS ' 1. None •••, .e •��� D. QUALITY ASSURANCE •"�•' • 1. Miami -Dade Department of Regulatory and Economic Resources-( R). ' . . . . . ..... E. MATERIAL CERTIFICATIONS • • • • • • ...... 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray A;Ae''ds, Inc. fbr their •� "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated pl/19/%4,•e Airing: "'•� on 07/08/19. •. ., ; ••••� F. STATEMENTS 1. Statement letter of conformance, complying with FBC 511' Edition (2014), with FBC 6th Edition (2017), and of no financial interest, dated September 15, 2017, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0406.12, issued to Eco Window Systems, LLC for their Series "Eco-Guard 100" Aluminum Single Hung Window - L.M.I., approved on 07/02/15 and expiring on 04/08/19. Sifang Zhao, P.E. A No. 17-1011.23 LApprova7lDate: : April 08, 2019 cember 21, 2017 E-3 ECO-GUARD SERIES-100 ALUMINUMSINGLE HUNG WINDOW AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROV, WILL APPLY TO ENTIRE SYSTEM. THIS FRMMM�­REEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (67H EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. �v m Z q r 0 � n IL FW 0 O�n`N3 0tm'm 0f � 0La Ic123 a �LL � LLZ�- a�wf1! N � U � d to _ Us vi W w Er 8 �_ I 3 tr1 N �Wy 0 _, � 3 zd R 0 C4 J U Nw W W co m •• ••• • • • � • • � � •: • � • • • ``tttll tl 11 l l////i/ • ••: •• mac" ffi `l \�����p�J�Mq��i��' DOWS ARE RATED FOR LARGE k SMALL MISSI ACj. • r=SHUTTERSARE NOT REQUIRED. a.-eSUcl gBVISF� • �� cv cm plying wiW tht Ftc�ida•• 70�2 s • AcNgn.�.« Na T •, • • • • Ei intion Dwo_v4*214 1N9 �— !gy• • •• •��'.• TE OFj� drawing no. • • • •Miyui DxM duct C • i �OR10M.•' • •. •.. ,;�S ... .� • • �///oWAL1E��� W09-08 • • • • • • • • • sheet 1 of 6 • ••••• • • • • • • EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DDLS. GLASS TYPES A', 'E' k V WIDTH HEIGHT EXT.(+) TNT.(-) 19-1/8" 24' 26-1/2' 32' 37. 1. 1. 53-1/8" 26" (3) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 19-1/8' 24' 26-1/2" 32' 37' 40' 1. 53-1/8• 38-3/8' (4) 75.0 75.0 90.0 75.0 00.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 19-1/8' 24' 26-1/2" 32' 37• 40' 48" 53-1/8' 50-5/8" (5) 1 75.0 20.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 90.0 1 75.0 19-1/8' 24' 26-1/2' 32' 37' 40' 48' 53-1/8' 63" (6) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 19-1/8' 24' 26-1/2' 32' 37' 1. 48' 53-1/8' 78' (7) 75.0 90.0 75.0 90.0 75.0 75D 90.0 90.0 75.0 90.0 75.0 90.0 75.0 90. 75.0 90. Y. x S Z 6 NOTE - CLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUST AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 EQUAL LITES HEAT STREN'D. GLASS .090' Intarlayer Trosifol PVB By lkumrcy America. Inc.' r1/8" HEAT STREN'D. GLASS �AT 1/4 POINTS ON UTES 13 WIDER THAN 36' ONLY GLASS TYPE 'A' UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DDIS. GLASS TYPE A' GLASS TYPES •B. A: C. WIDTH HEIGHT DR.(+) 1NT.(-) EXT.(+) TNT.(-) 19-1/8' 24' 26-1/2' 32" 37' 1. 48' 53-1/8' 50-5/8' (5) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 19-1/8" 24' 26-1/2' 32' 37" 40' 48" 53-1/8' 63' (6) 75.0 90.0 75.0 90.0 75.0 75.0 90.0 75.0 90.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 - - 75.0 90.0 - - 75.0 90.0 19-1/8• 24" 26-1/2" 32' 37' 40' 53-1/8' 76' (7) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 .0 90.0 - - .0 90.0 - - .0 :75.0 90.0 .0 90.0 - - 90.0 6' HEAT S M'D. GLASS .090" Interioyer rTrosifol PVB 1 By kuraray America. Inc.' 1 r3/16" HEAT STREN'D. CLASS 899 5 c a UNEQUAL LTTES (ORIEL TYPE) TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'C" MUST BE TEMPERED. 1/8' HEAT STREN'D. GLASS 5/16" AIR SPACE 1/8' HEAT STREN'D. CLASS .090' Interlayer Troslfcl PVB By 'kuraray America. Inc.' 1/8' HEAT STREN'D. GLASS SILICONE i DOW 899 21 13 m to SETTING BLOCKS AT w • LAM. GLASS AND INSUL • • • 6IOTQH GWIV(3 BEAD LETGLASS O CLEAR BLOCKS W O I w Z mIs 3 0 � n V 6 Z rye' W U ci 88 yI a 02e� Qaoo� Q�z�� 2y J O BE J QbmF� � U $ N vi W t51- ~ i 3 yr n 0 p)ro n Z 3- m 3z�o O CA b W00 mm k, A 6a • • • • �P: • �Q r 4 T 13 P DE1R/ TFW 36 aOONLL� 24 13 AT 1/4 POINTS PIZODJC� REYIS%Jr s' ALL SIZES U ca-,ipl>i:,3 wiC'� 0r: iTcaids ` } GLASS TYPE 'B' T12�� AkrapR•c�-fir _ • • • •lhprec:aa-G41•LIT 1Q • GLAZING OPTIONS • • • • • t>F� drawing no. • • iM Sii4rM ?/..-� • • .;ie"�'°e'�iC1� ..ass•...._... • • • //�0 A�t\\\\� sheet Zof 6 ••• • • • •• •• 1BY WOOD a" \ a� a' :Q da O 4 . s TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE"DIST. d a OPTIONAL TO BOTTOM LATCH MIAMI-DADS COUNTY APPROVED MULLION h MUWON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING mQQ EDGE DIST ?{ \ N TYrANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4- DIA. ULTRACON BY 'EI.CO' (Fu-177 KSI. Fy-155 KS CTURES 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1MaFrEhIB c DIRECTLY INTO CONCRETE OR BLOCKS 1-1/2' MIN. EMBED INTO CONCRETE (HEAD/JAMBS 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) GRADE 2 CRS) INTO MIAMI-DARE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) STEEL- 11W THK. MIN. (Fy = 36 KSI MIN.) IN CONTACT WT1H OR PAINTED) .AI EDGE DISTANCE �INTI CONCRETE AND MASONRY = 2-1/2' MIN. INTO METAL STRUCTURE = 3/4' MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS fc - WOO PSI MIN. C-90 • 4,lO%0.W4FYlID NORMAL WEIGHT BLOCK AT JAMBS fm - 2000 PSI MIN. 00 • • •ppD •00 • � • • • ••• •• `��\ i 70592 8 e ce N.A'� ---• ••• ••• F.•,uiIRJOII'11RfA .tloAlblA SEALANT: • • • • • •° • •• ATE Of �� drawing no. z11a� • omo►..• W09-08 ALL JOINTS AND FRAME CONNECTIONS SEALED WITH • \ • �i �'r,� JOINT SEALER. •• • • '• �Couoi: '�11JAL`�� sheet 3of 6 • ••••• • • • • • • IbMWIAL � 1p�V 0 I Z q� 28 h F Z d V G 02 3 0 O O; C 0 O O0 APPROVEDTE NW ix a Q TYPICAL ANCHORS SEE ELEV. FOR SPACING � O Zp10pu tZrm4 yT� Q W m f F O _ - O $ J v o _ x 7Y• W W WINDOW WIDTH WINDOW WIDTH g 1~i7I i 3 - n; M o m I n xTYPICAL ANCHORS SEE ELEV. FOR SPACING o O 0O 0 C p U Low J O w Wmfkt 1/4' MAX. � 1/4" WAX. VENT WIDTH SHIMS 1BY 1/4' MAX. p9 SHIM WOOD BUCKS SHIM A STRUCTURE'o Y 18 7 20 5 vlry v.. TYPICAL ANCHORS o a ~ 1 2' _ _ _ _ _ SEE EIEV. FOR SPACING TYPICAL ANCHORS - a SEE ELEV. FOR SPACING u o N d -- 1 (/2' o bi c o S v 3 --- W CONC. ,{ SCREEN OPTIONAL-------- N .MASONRY u EXTERIOR • • • • • • •� 3 • • • •• • • • • • • • ``� pv ... 8p "•;'V `'' Sl' ••• • • • • • PROE)UCt REVISID • • • • c D.L OPG. m wmpiyie8 with Lhe Florida ;3vildifg Code 11•1911.1.e1 � * •' * = o $ WINDOW WIDTH •p ;lONt dSSa�6 • • • - • i 3 • �� • • • • • O • STATE OF �(/: drawing no. • • • • • • • • • • A�AAr�1VALt`1`� sheet 4of B IT'HM / PIRT IOLQD. DE4CRIP1'ION LIANF./SUPPIISlt/RBIIdRRS 1 101 1 FRAME HEAD BOB} -TB - 2 FY115 1 FRAME SI • ALT. TYPICAL ANCHORS PACING TYPICAL SEE ELEV. FOR TYPIC SEE ELEV. i COUNTY APPROVED VUWON ANCHORS n INSTALLATION DETAILS WITH FLUSH FRAME Al)APTEA* • • e ' •' 0 0 • • T � UCT2EVISFt- u�.w'Yv$,ri� Uk Florida • • • .q��;.ip • 0ll•1'� '� . • : Exp:atiN.i�: 19• t • 0 0 h I-- W Z (� IL 0 tj �t g 0 a tco 0otim O N z d) aISEd ' N � U � 2f vi � w o I-- to o_ to 1 0 0- N z 0 00 1 N z Gi o U nw w Wcom k' i v i i OF =�(y drawing a no. ;.ao�: W09-08 �2.750� 1.6t18 7�. 50 613 2.812 i OO FRAME HEAD 1.202-1 .062 2.1H6 1.375 1.001 1.422 Q FIX. MEETING RAIL 1.340— 1.250 .082 2.063 I� 1.140—I Qs VENT TOP RAIL VENT BOTTOM RAIL ® FRAME SILL 2. 0 l°J FRAME JAMB .045-1 1 1.3 .045 ^1 1 72 GLAZING BEADS t.434�{ 1.067 F 1-140 ;621 O VENT SIDE RAIL 1247 1254 1 .078 .963 tt SPRING LOADED LATCH M 2.686 .062� -5 69 a 2.811 0 FLUSH FRAME ADAPTER FRAME OORNFRS DETAIL • • • • i • • • • • : •; 'RODUCT REVISED d YI^.f�YL+� w1tI1 UIC F�6 •.s; -sk�Lg Cote • . No 1 • 011.1 • E• �anoo D,t� • • • ` . • �i Dade Co• • • • • • • ••• •• • • • • • • • • •• ••• •• I % nrv.. g ATE OF drawing no. Ftoato�`�� W09-08 Se. rim BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I Contact Us I BCIS Site Map I Links I Search Florida �?� Product Approval .Mt isw�. USER: Public User Product Approval Menu > Product or ADolication Search > FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL22513-R2 Revision 2017 Approved *Approved by Masonite International 1955 Powis Road West Chicago, IL 60185 (800)663-3667 sschreiber@masonite.com sschreiber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard TAS 201 TAS 202 TAS 203 Method 1 Option A 04/16/2018 04/18/2018 04/24/2018 • >rovals by DBPR shall": vjewed and ra[ired by mission if necessary. • ••••00 • • • •• •• • • • Year 1994 1994 1994 Summary of Prnducts FL # Model, Number or Name Description 22513.1 HPC Wood -edge Steel Side -Hinged 6'-8" Glazed I/S or O/S Single or Double Door w/ or w/o Door Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R2 C CAC NI013747.01-111.12df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2021 Design Pressure: +50/-50 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0212.Ddf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 6'-8" max nominal size. When • • • • Evaluation Reports • • • • impact resistance is required, hurricane protective system is FL22513 R2 AE 514008.Ddf • • • • • • • required. Door top rails stamped "HPC". See DWG-MA-FL0212 Created by Independent Third Party:'Yes• • for details. • • • • • • • • • 22513.2 Wood -edge Steel Side -Hinged Door 8'-0" Opaque I/S or O/S Single Dogr�tlnjt Unit • • • • • sees Limits of Use Certification Agency Certificate, � • • Approved for use in HVHZ: Yes FL22513 R2 C CAC NI013747.04.Dd� • • • • Approved for use outside HVHZ: Yes Quality Assurance Contract E? PIngl1on Date • • • Impact Resistant: Yes 06/30/2021 00000. Design Pressure: +70/-70 Installation Instructions • • • Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0215.pdf • • Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditat ion & Mlanagemp IftliMite where pressure requirements do not exceed the design Created by Independent Third ita�r.. • • pressures listed. 3'-0" x 8'-0" max nominal size. When impact Evaluation Reports •• resistance is required, hurricane protective system not Zd•• • FL22513 R2 AE 514009.f required. See DWG-MA-FL0215 for details. Created by Independent Third Party: Yes 22513.3 Wood -edge Steel Side -Hinged Door 8'-0" Opaque I/S Single or Double Door w/ or w/o Sidelites Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R2 C CAC NI013747.04.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2021 Design Pressure: +45/-50 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0215.Ddf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 8'-0" max nominal size. When Evaluation Reports impact resistance is required, hurricane protective system not FL22513 R2 AE 514007,Ddf required on opaque panels, but is required on glazed sidelites. Created by Independent Third Party: Yes See DWG-MA-FL0215 for details. 22513.4 Wood -edge Steel Side -Hinged Door 8'-0" Opaque O/S Single or Double Door w/ or w/o Sidelites Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R2 C CAC NI013747.04.Zdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2021 Design Pressure: +50/-45 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0215.Ddf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 8'-0" max nominal size. When Evaluation Reports impact resistance is required, hurricane protective system not FL22513 R2 AE 514007.Ddf required on opaque panels, but is required on glazed sidelites. Created by Independent Third Party: Yes See DWG-MA-FL0215 for details. 22513.5 Wood -edge Steel Side -Hinged Door 8'-0" 3/4-Lite Glazed I/S or O/S Single or Double Door w/ or Unit w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R2 C CAC NI013747.06.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2021 Design Pressure: +40/-40 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0217.pdf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 8'-0" max nominal size. When Evaluation Reports impact resistance is required, hurricane protective system is FL22513 R2 AE 514007.pdf required. See DWG-MA-FL0217 for details. Created by Independent Third Party: Yes ! 6 Wood -edge Stee i oor 6' 8" Opaque I/S or O/S Single Door Unit IN Limitfof Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R2 C CAC NI013747-Rl,p�f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2021 Design Pressure: +70/-70 Installation Instructions Other. Evaluated for use in locations adhering to the Florida FL22513 R2 II FL021l.odf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Insti to where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 3'-0" x 6'-8" max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system not FL22513 R2 AE 514010.odf required. See DWG-MA-FL0211 for details. Created by Independent Third Party: Yes 2 7 Wood -edge Steel Side -Hinged Door Unit 6'-8" Opaque I/S or O/S Smgl uble Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R2 C CAC NI013747-PZ.Ddf • • • • • • • Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration•Date • • • • Impact Resistant: Yes 06/30/2021 • • • • • • Design Pressure: +55/-55 Installation Instructions • • • • • • • • • Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0211.Dd • • • • *see Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Aan•agement Institute where pressure requirements do not exceed the design Created by Independent Third PW. • • • • •• pressures listed. 12'-0" x 6'-8" max nominal size. When Evaluation Reports • • • • • • • impact resistance is required, hurricane protective system not • • • FL22513 R2 AE 514008.Ddf 0*0 required on opaque panels, but is required on glazed sidelites. Created by Independent Third P: rtti:�3 • see See DWG-MA-FL0211 for details. • •• • • •9 • • • • • • • 22513.8 Wood -edge Steel Side -Hinged Door 6'-8" 3/4-Lite Glazed I/S or O/S.SingTe Double Door w/ or • Unit w/o Sidelites • � • • 6-6 • • • • 0 • Limits of Use Certification Agency Certificayr� • * • • Approved for use in HVHZ: Yes FL22513 R2 C CAC NI013747 03-R1.Zdf • • • • • • • • • • Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date • • •• • • Impact Resistant: No 06/30/2021 Design Pressure: +50/-50 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0214.pd Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 6'-8" max nominal size. When Evaluation Reports impact resistance is required, hurricane protective system is FL22513 R2 AE 514008.odf required. See DWG-MA-FL0214 for details. Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 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 mall 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: ®, 1 rtlrck Credit Card Safe 1111 MASONITC \ 149• MAX. OVERA(1 FRAME WIDTH 0 00 o� WOOD -EDGE STEEL DOOR UNIT 2 O.L.O. PANEL WIDTH 37,5• MAX. Qp r6'-8* DOUBLE DOOR WITH / WITHOUT SIDELITES WIASTRAGAL '1 �` FRAME WIDTH Q _I ® ® ® ® cc O 1. EVALUATED FOR USE IN Lu 0 U THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM z DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. U 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED m p� OPAQUE PANELS, BUT IS REQUIRED ON GLAZ S. IN THE WIND-BORNE DEBRIS REGION, U O EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE 2 "j PANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIRED W M 0 01 90 _ ON PANELS WITH NON -IMPACT GLASS. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 a AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. cgs 5. PLASTICS TESTING: s N TEST DESCRIPTION DESIGNATION LITE FRAME } C$ • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING o d 4500 HOURS XENON ARC METHOD 1 DOUBLE DOOR UNIT W/SIDELITES' 0 a a CA Am ooao oo: :oa 00: Do 0 .00 it 0o o0 00 �o 0000 wz W S•S o G.I Q d' SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UN R SINGLE DOOR UN lT SINGLE DOOR UNIT W/SIDELITFS DOUBLE DOOR UNIT W/SIDELITES WITH SIDE ITF WITH SIDELITE00 I.I ID a 0 IS d % 37.5 OX or XO a. 75- z Ox0 112.5 oxxo 149L>Ate 5 26 T 7 • • • • srAE N.T.S. TABLE OF CONTENTS AOdBndln bNAH • • • • • • • • • • • • • • D1rC. SINS CHL Up. SHEET / DESCRIPTION COIUfM1N2. • • • • • • • • • • • • • • KURT BALTHAZOR mamHG Ha: 1 TYPICAL ELEVATIONS & GENERAL NOTES RNB1Id� • • • • • • • • • • FLORIDA P.E. 2 ANCHORING LOCATIONS & DETAILS 0!b • • •• • 156533 DWG-MA-FL02tt-17 3 ANCHORING LOCATIONS k DETAILS 5�t SELF IGNITION TEMP ASTM D7929 842 'F > 650 'F RATE OF BURNING ASTM D635 1.28 IN IN SMOKE DENSItt ASTM D2843 70.2X TENSILE STRENGTH- ASTM D838 1.SX OIFF DESIGN PRESSURE RATING WHERE WATER INFILTRATION PE �R C REQUIRED TO BE 15X OF DEGI�N P RL• • • IN WI INSWING BUMPER O S Z- ERI HIGH•DAM O S 0 • H B O S 0.0 -70.0 +70.0 - .0 N A t2 .0 - 0.0 +30.0 -30.0 + .0 .o + -5e.0 + -50.0 + .0 - .0 - N A +2 .0 - 0. + 0.0 -30.0 +50. - 0. • • • A + .0 -55.0 +55.0 -55.0 N A +20.0 -2 .0 + 0.0 +50. -5 . • •N N + - +55.0 -55.0 N A +20.0 -20.0 E. + .0 -30.0 + 0.0 -50.0 N A M A + 5. - +55.0 - .0-30.0 +50.0 -50.0 N A N A Gas a 6' SEE DETAIL 3 6' 3' 3" r 3" E 3" 31 SEE DETAIL "C' 6' 6" � 6' 6" �� 3' I I I — B Oq A — B — Il 6" 6' lr 6' 3" 6" �1 — 11 p W W U N Y a Qa SEE DETAIL V � W a B W u1 0_ 0 0 � N m.,..� 3" 3' 3' 3' 6' SEE DETAIL #8 x 2" #10 x 5/8" #8 x 2" #10 x 5/8" # 10 x 2-1/2" #10 x I" DETAIL "E" ASTRAGAL p ATTACH ASTRAGAL RETAINER BOLT #10 x 1" STRIKE PLATE TO FRAME .410 x 5/8" AS SHOWN. DETAIL "D" DETAIL "C" 1.375' 0.9621 ` � 1.437' T T T SWIN HRESHOLD BUMPER O/S THRESHOLD T4 O/S THRESHOLD 1 1.482" 1.75 I1.047" 1.437• T T T Z—SERIES O/S THRESHOLD HIGH DAM O/S THRESHOLD HP O/S THRESHOLD 6' .n n, �n ;EE DETAIL C. 6' ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOU DETAIL "F" ASTRAGAL HOT WIT EIASTONER • 0 46 Xe1-y2• PHS HOT PELT /� ,� � 1/2f WTE • � • • . . � ELASTOYER ..,., ' .. LD�ir•r�bl�1TeQ�" Atroll Ica . •J�146 • T_ YPICAL CL&IN(�• DETAIE • • • • • • NON —IAA ACT • .. f •• •� •.. < < • . • • • • • ... • SCALE N.T.S. DWG. Br: SWS CHIC. Br. DRAMIHG NO.: OWG—MA—FLO211-17 sHEET _L of 3 r SEE DETAIL "C" SHT. 2 FN HOR ANALYSIS FOR LOADING CONDITIONS PREPARED, ED AND SEALED BY ROBERTO LOAAS, PE FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". WOOD SCREW EDGE DISTANCE MIN 3/4 6. 3" I s 3 c 6• c I I 3-, 0 N U a SEE DETAIL •D' SHT. 2 J a 0 a (G is 6' 6" �o W a — _ — J w W B I II G H II 11 9 II I K 0 3" -� I— t 4 � t --I � , A 3.6 3" 6' 6" 1M25N ' � -"'-I , '� —. SHIM CL —I I_ TYPICAL MASONRY NCHOR INSTALLATION 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2- MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. HARDWARF SCHFn(11 F 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. 1M _ o.2s• SHIM CL —I I— '�aR TYPICAL WOOD BUCK ANCHOR INSTALLATION 1'X1/2" CORRUGATED /10X2- WOOD SCREW 3" FROM WH END 6' FROM EACH END AND 7 OC AND 12" OC ALATEEX LK uTo I CAULK CL { COMBINA-WQN OQ COMBINATION WOOD MULLI(:J (Ba � : NJLJt ION 4BOW) •.• YO �REWS 1• ••• • • • EACA AEND • • i i • • • AddPl fMGI b NAY CerifisaEoGllor. • • • • • • •• • • • • • INTEJAL• D • i • MULLION tCHOS) • • • ¢ 00 U p� 0 J QUO wpQ 2 L Lf)U Lrl Lu °' cn N.T.S. BY: SINS m: NG NO.: -MA-FLO211-17 3 or 3 1