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WS-14-2567Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-223779 Permit Number: WS -11-14-2567 Scheduled Inspection Date: December 02, 2014 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: PARLATO, HERBERT Work Classification: Window/Door Replacement Job Address: 41 NW 102 Street Miami Shores, FL Phone Number (305)321-0278 Parcel Number 1131010180110 Project: <NONE> Contractor: SUPERIOR REPLACEMENT WINDOW Phone: (305)256-1411 tswiamg uepartment comments REPLACING 10 WINDOWS WITH IMPACT INSPECTOR COMMENTS False December 01, 2014 For Inspections please call: (305)762-4949 Page 17 of 36 Inspector Comments Passed via Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. December 01, 2014 For Inspections please call: (305)762-4949 Page 17 of 36 BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 WV A 1 91014 FBC 21101t lyu Master Permit No.��� �`1t'' PERM[T APPLICATION Sub Permit No. Bl ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL r-1 PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION [+SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 0z City: Miami Shores County: Miami Dade Zia: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 4&jr bAlY + Ta it LQ -/ fU Phone#: Address: LA I PW I Ot:i LWr City: rn 1 f%f% yy' li�Zlalni State: 5F1 Zip: Tenant/Lessee Name: Phone#: �- 6. Email: C\ Q Yl (50 ZVQ rix L . CA )T7l CONTRACTOR: Company Name: JU 0j,4;Q Addressl4 Z S 0 SL..) I S G City: nn i Jahn l State: Q4" Phone#: tea- �j qSq b "al Qualifier Name: O ( �i,me 5 Scan Phone State Certification or Registration #: o3 &5 O Certificate of Competency #: DESIGNER: Architect/Engineer: Picone#: Address: //� City: State: Value of Work for this Permit: $ cD 1100 b0 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace Description of Work: Specify color of color thru tile: Submittal Fee $ S,� � Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ _ (Revised02/24/2014) p: -j Zip: ❑ Dem CCF $ COAC $ DBPR $ Notary $ Double Fee $ Bond $ _ TOTAL FEE NOW DUE $ 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 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� Signature OWNER or AGENT CONTRACTOR 70" The foregoing instrument was acknowledged beforemethis a -3r'4( day of Qdlt �e-e- . 20 � '7 , by who i ersonally known o me or who has produced identification and who did take an oath. NOTARY PUBLIC: Seal: APPROVED BY (Revised02/24/2014) r .y ANN AUFFORD MY COMMISSION # EE216616 EXPIRES July 15, 2016 The foregoing instrument was acknowledged before me this 2) day of x'10 0' ..:.20 Q by 0 as me or who has produced _ Identification and who did NOTARY PUBLIC: ' ` Sign: ` Print: Q Seal: 2A/0I Plans Examiner Structural Review �QD�'personall� clown to as PEIv N ` :oma wwwwwwwwwwwwwwwwwwwww Zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: 'I A. B. C. D. E. _ i COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER COPY OF LOCAL BUSINESS TAX RECEIPT COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. COPY OF LIABILITY INSURACE* COPY OF WORKERS COMPENSATION INSURANCE* j (Workers Compensation EXEMPTION must have NOTICE TO OWNER Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 `z Certificate must specify the description of operations or contractor license number. �I ........................................ aeons ......aar:,-..r..Monsoon .. Moons .C............. 4 BUSINESS NAME: SO IDS 0'` BUSINESS ADDRESS: Na"I 5® w CITY tn ®rn i-__ STATE :::V( ZIP BUSINESS PHONE: Go�j `7,') G IAO FAX NUMBER ( CELL PHONE ( ) 5 . 1 _� �_ QUALIFIER'S NAME: M (S C -h QUALIFIER'S LIC NUMBER: Q scn 4 u'�-) I- STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 4�� ` `1940 NORTH MONROE STREET TALLAHASSEE . FL 32399-0783 SCHAFFER, JAMES C SUPERIOR REPLACEMENT WINDOW & DOOR INC 14250 SW 136TH STREET BAY #13 MIAMI FL 33186 Congratulationsl With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myflorldalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE (850) 487-1395 STATE OF FLORIDA DEPARTMENT OF B PR©FE 0 SOC1"3116125 is CERTIFIED under thl EWmdlon date : AUG 31, 2016 IESS AND ATION B/31/2014 R $� DOOR ions of Ch.468 FS. L1408310006570 I rte ULAb5 AN V LiLAZINCU WIN I KAQ 1 UK Named below IS CERTIFIED Under the provisions 6f0- 4,69,FS.,. Expiration ,date:. AIIG sCHAFFER--. JAME- C � SUPERI6RRPLACE1Vl�flOW INC 14250 Sw 131313, JR15- BAY #13`, MIAMI FL X31 S r S 7 ft ISSUED: 08/31/2014 DISPLAY AS REQUIRED BY LAW SEQ # L1408310006570 FROM :ALL—MOTORS2 FAX NO. :305-266-4555 Nov. 12 2014 02:33PM P1 CERTIFICATE OF LIABILITY INSURANCE (mmfi; n� THIS CERTIFICCERTIFICATEIS 1 U®AS A MATTER OF INFORMATION ONLY AND CONFERS No RIGHTS UPON THE 11/12!14 CE FICATE IIOLpER THIS CERTIFICATE DO£S NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORD@p B1f THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONS A CONTRACT BMWEPT► THE ISSUING INS DED 13 ), HE POLICIES REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: conditions the cedifof tee po is Is o ADDmONAI. INSUR>;p, the Pd! es) must be endorseA If SIIBROtiAT1ON 18 WANED, suolect to the terms and erInNeo of the policy, emtnt ( )DR01es mi rgquhv SII etldorsenlerrk A statement on this cellipcste does tot — aettlfleate Holder In tieU of such entlorsement(sl. cotlfer rlghta to the PRODUCER A I MOtom Insuranos 11• GONZALO SALAS - ��- 7361 Bird Rd. o. 2t36.50� a} i Misrni, FL 33155 lNt�4e. eflmatarstvvo®aol oom Pitons 05 2�.50� INSURIRN8) AFFORDING COylill INSUaeD—�� Fax (—� ' DIMMER A: ASCENDANT COMMERCIAL INSURANCE INC NAIa _. 131:,83 Superior Replaomn� Will S Dom: Inc INsuRE� s ° — 1�4250SW 136ST,BAY013 I mac: — INSURER D. " Mlamf, FL 331W 305 Nvsua�t a COVERAGES CERTIFICATE NUMBE�" nVS�tRER F : _ �� THIS I5 TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED SXLOW HAVE SEEN ISSUED 7o THE INSURED NAMk-D ABOyE FOR THE POLICY PEWOp INDICA ri NOTWITHSTANDING ANY REQUIREMENT, TERMOR CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE CONDITION OF AN11 CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS EXCLLTONS AND CONDITIONS OF SUCH POLICIES. LUIS sm AFFORtJED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TFRMS, AWN MAY HAVE BEEN REDUCED BY PAID CLAM. TYPE OF INSURANCE DL UBR exp GENERALLIABIIJTY NEYD CYNtiMt(eR MeuUDD ryY O IY LIbNTs Wj COMMERCIAL GENERAL UABILffY F�ICH O URRENCH $ 300,000.00 ❑ ❑ SUMS MAGE ®oclx PAM�AOE o R —_ A OL.3859D.3 rrerxe s 100,000.00 ❑ 11 RI9/ZD14 T 7109/2015 MED �")'s—"e a"B°n1 8 6,000.00 `— ❑ PERSONAL & Anv [NJ $ 300,D00.00 GEN L A00ftil TE LIMrr APPLIES PER: GENERAL AOORSGATE d 300 fH)n M AUTOM MLE LIABIL"Y ❑ ANYAUTO AAULLrWOWNED SCHEDULED ❑❑ FNREDAUiOS a AUTOS' NED ❑ UMBRRLLA LIA8 l.J OCCUR (❑X E�CEl UA13 F1CLAIMs r4i �I �U L,J_ REfENT10N S WORKERS GOA+IP UMTION ANP RMPLOYERS• LIABILITY YIN NIA DESCRIPTION OF CFERATMNS/ LOCATIONS / V"nCLES ~11 ACORD IDI, Addhlenel Remod a9chedute, H:Hole apfl� D royy{r�I WINDOW ANO DOOR REPLACEMENT INSTALLATION MIAMI SHORES VILLAGE 10050 NE 2 AVE MIAMI SHORES, FL 33138 ACORD 26 (201010) RF S S j LY INJURY (Per penw)LY INJURY (Per "049rd) S� AMAG6 $ E ` SHOULD ANY CPQ THE ABOVE DESCRIBED PM=IEB BE CANCELLED BIWORE TM WIPIRATieN DATE THEREOF, NOTICE WILL BE DLLIMED IN ACCOMANCE WITH THE POLICY PROVISIONS. LUiTIORM RFPRRSENTATM I 0199R�I�ORD CORPORATION. AU rights reserved. The ACO me end logo are registered marks oTACORD CER, T�F, KAIT' 0313soow QUALIFYING TRADE(SI 10 I 116 D 0 (") R C1023 GLASS & GLAZ)NG 0029 METAL AWNG & SHUTR Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt ff The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company. Therefore, you may be personally liable for the worker compensation injuries of any person allowed to work under this permit Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Owner Print Name: E d w a+c ®O C o A 4t Q, Signature: U I State of Florida ) County of Miami Sworn t d sub day of By Contractor Print Name:�� Signature: State of Florida ) County of Miami -Dade ) s I ` Sworn to and subscribed bel day of nays, rvi b A -r EVARODR OM MY COMMISSION # FF07M By_�Q m P 5 'S C t7 BMW n�u� of Identification moo, OMS—L MID any 9"W"U" Code See-_ N E L n Q� CO 0 E O 4-N LOQ O OI O � I _> I � J I O � O m � CD LO L M R O Z � � D v Q C� o Z Ll. al ID M O NOV 21, 2014 MarTni Shores Village I E DV DATE M O I ei lr PT ! f d � O t: r Q z N _ �I O NOV 21, 2014 MarTni Shores Village I /571171R.O1. En- DV DATE 0 T7,'7 -1T I ei lr PT ! f 'i'J! CT TO COMPLIANCE WITH ALL FEDERAL mdid COUNTY RULES AND RFOULATIONS o Y E o x a Contractor. pate: Drawn by: Superior Replacement Window & Door, Inc. 10/16/14 Fachada Designs Lic. # 03BS00463, SCC131151253 sheet: t"fOOfOCwdadeeWm n 14250 SW 136th Street, Bay # 13 - Miami, FI 33186 Ph. 305-256-1411 01 of 01 Mme,, � �� Contractor: Homeowner: SRW & D, Inc. Herb Parlato 21032 SW 91 Court, Cutler Bay, FL 33189 41 NW 102nd St, Miami Shores, Florida, 33150 Tel: 305-256-1411 / Fax: 305-256-9411 Lic. # 03BS00463, SCC131150259 Mark Window I Door Type Approvals Width Height DIPS DPS 1 ECO -Guard Series 200 Aluminum horizontal rolling window NOA # 14-0317.01 531/8 63 70.0 80.0 2 ECO -Guard Series 200 Aluminum horizontal rolling -2-00 window NOA # 14-0317.01 531/8 63 70.0 80.0 3 ECO -Guard -Series Aluminum horizontal, rolling window NOA # 14-0317.01 37 38318 70.0 80.0 4 ECO -Series 600 Aluminum Outswing Doors NOA # 12-0402.03 751/2 80 70.0 75.0 5 ECO -Guard Series 200 Aluminum horizontal rolling window NOA # 14-0317.01 74 505/8 70.0 80.0 6 ECO -Guard Series 200 Aluminum horizontal rolling window NOA # 14-0317.01 74 383/8 70.0 80.0 7 ECO -Guard Series 200 Aluminum horizontal rplilippq window NOA # 14-0317.01 74 383/8 70.0 80.0 8 ECO -Guard Series 200 Aluminum horizontal rolling window NOA # 14-0317.01 74 383/8 70.0 80.0 9 ECO -Guard Series 200 Aluminum horizontal rolling window NOA # 14-0317.01 531/8 505/8 70.0 80.0 10 ECO -Guard Series 200 Aluminum horizontal rolling window NOA # 14-0317.01 74 383/8 70.0 80.0 7Z 33 E N G C O, inc. uv�m Engineering Services - CA 8116 5595 Orange Drive Suite 201 Davie - Florida - 33314 Tel: (954) 585-0304 Fax: (954) 585-0305 Email: Engco@AOL.com REF.#: w 14-53 Date: 10/21/2014 Contractor. Superior Window/Door Replacement 14250 SW 136 Street Bay 13 Miami, FL - 33186 Job: Parlato Residence 41 NW 102nd Street Miami Shores, FL 33150 Wind Load Calculation for Components and Cladding under ASCE/SEI 7-10 (chapter 30) Florida Building Code 2010 Mean Roof Height: (MRH) Cladding Elevation Minimum Width: (B) 15 15 34 Feet Feet Feet Low Rise: Buildings with MRH<= 60' and MHR <= B Roof Slope CENNIM 0.6 0.6 zone 4 Roof Slope Reduction Factor 1.00 -43.4 zone 5 40.1 -553.6 Basic Wind Speed Risk Category: 175 II mph Use Figure 26.5-1A or FBC 2010 Exposure C a Zg w (Section 26.77) 9.5 900 Exposure C: Open terrain with scattered obstructions height less than 30% Open country, grasslands Building Type Enclosed (Fully and Partially Enclosed - Section 26.10) E.: c' Kd - Table 26.6.1 0.85 0.85 Use of .85 with Load Combination specified in 2.3 and 2.4 KZ - Table 30.3.1 0.85 Kh - Table 30.3.1 0.85 Kzt -Section 26.8 1.00 To be used when hill height H >=15' Velocity Pressure (qz) 56.57 Psf qzr0.00256. Kz . Kzt . Kd . V^2 Section 30.3.2 Velocity Pressure (qh) 56.57 Psf gh=0.00256 . Kh . Kzt . Kd . V^2 Section 30.3.1 tary Area 10 ( Int. Pressure) 0.18 ( Ext. Pressure) zone 4 30.4-1 (walls) Zone 5 10N •U.7 tl Section 26.11 1.00 zone 4 (-) -1.10 1.00 zone 5 0 -1.40 Wind load Psf positive Psf negative Psf Zone 5 for units located less than 41" from building comers Wind load combination factor 0.6 0.6 zone 4 40.1 -43.4 zone 5 40.1 -553.6 End zone (a) 41 I INCHES Notation: (a) -10% of the least dimension or 0.4 of mean roof height, whichever is smaller. Also (a) must not be less than either 4% of the least dimension or 3 feet. ENGCO INC HAS NOT VISIT THE JOB SITE WIND LOAD BASED ON CONTRACTOR INFORMATION. THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE PRODUCT APPROVAL DESIGNED RATING. Sheet W 1/1 10/21/2014 PEDRO DE FIGUEIREDO, PE 52609 NOT VALID WITHOUT SEAL El 2X WOOD BUCK MIN SG=.55 SEE WINDOW NOA FOR ANCHOR SPECIFICATIONS INT❑ 2X WOOD BUCK - 1/4 -3 1/4' ULTRACONS BY ELCO WITH 1 1/4' MIN, EMBEDMENT INT❑ MASONRY SEE ELEVATIONS FOR ANCHOR QUANTITY AND LAY -OUT IX WOOD BUCK MIN SG=. 55 SEE WINDOW NOA FOR ANCHOR SPECIFICATIONS THRU 1X WOOD BUCK 1/4-3 1/4' ULTRAC❑NS BY ELC❑ WITH 1 1/4' MIN. EMBEDMENT INT❑ MASONRY SEE ELEVATIONS FOR ANCHOR QUANTITY AND LAY -OUT - S L3 W r M[ X MAXIMUM HORIZONTAL ROLLER WINDOW NOA: 14-0317.01 HORIZONTAL ROLLER WINDOW RATED: +70,-70 P5F 2X OR I X WOOD BUCK PD ZONE 4: +40.1,-43.4 P5F ANCHORAGE PD ZONE 5: +40.1,-53.G P51' ADJUST ANCHORAGE QUANTITY ACCORDINGLY WITH WINDOWS SIZES GENERAL NOTES: I -CODE: FLORIDA BUILDING CODE 2010 ED. (HVHZ) 2-DE51GN LOAD5: A5CE 7-1 O, V= 175 MPH, CAT II EXPOSURE: C. MPH= 14' ZONE 4: PD= +40.1, -43.4 PSF ZONE 5: PD= +40.1, -53.6 1`5F END ZONES: 41' FROM BUILDING CORNERS 3 -USE TH15 DRAWINGS IN CONJUNCTION WITH THE MANUFACTURER SPECIFICATIONS AND PRODUCT APPROVAL5. 4-ENGCO INC. HAS NOT VISIT OR INSPECTED THE JOB SITE, ALL INFORMATION HAVE BEEN PROVIDED 5Y THE CONTRACTOR. ANY D15CREPANCY MUST DE BROUGHT TO OUR. ATTENTION FOR FURTHER EVALUATION. A 0) U- N Ln .� Lu wK �-- w (_ c - C. 2O� m aim �Q0 U lu J zz00 U'— Q J Q EOlO1GCO LL_ O ZzU%Qz uwluLomIII O W ig wU�O gw�` 4_n�N �oo ZmO_� Oo�z� o0z _¢ ri 3: 3: 2 m Q ED Z `md Q mph — aN o BOO G� ohm ,^ lu UJ U 00 z 2 E2 3'9 Z u- > o� �o DATE: 10/22/14 DRAWING # 14-223 5HEEi I Of I MIAMI•DADE 1►iIA11II DARE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOWC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) „yw.miamidade.eov/economy Eco Window Systems, LLC 91.1.4 NW- 106 Street Medley, FL 33178 SCdPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AIIJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Eco -Guard 200" Aluminum Horizontal Rolling Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W09-12, titled "Eco -Guard Series -200 Alum. Horiz. Rolling Wdw. (L.M.I.)" sheets I through 7 of 7, dated 02/24/09, with revision D dated 02/12/14, 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, modellseries, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: -The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 13-0206.03 and consists of this page I and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 14-0317.01 Expiration Date: May 27, 2019 Approval Date: April 10, 2014 Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 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 C dated 02/06/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7635, dated 12/09/14, signed and sealed by Marlin D. Brinson, P.E. 2. 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 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted un der 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#09-03X2.08) 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) Manu ez, P" Product Contr Exa ner NOA No.1 - 317.01 Expiration Date: May 27, 2019 Approval Date: April 10, 2014 E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS tcorrrinuEn3 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 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, .Inc., Test Report No. HETI-08-2228A, dated 01/15109, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09 0312.08) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2228B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-03X2.08) 7. Test reports oir 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-08-2229, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted ander NOA#09-0312.08) 8. 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. (Subnaitted 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) MaDuel ere , P.E. Product Conti 1 E miner NOA No. -0317.01 Expiration Date: May 27, 2019 Approval Date: April 10, 2011 E-2 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, dated 02/24/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.L DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, February 24, 2014, signed and sealed by Javad Ahmad, P.E. 2. Proposal issued by the Product Control Section, dated 03/25/13, signed by Jaime Gascon, P.E., Chief, Product Control Section. G. OTHER 1. Notice of Acceptance No. 13-0206.03, issued to Eco Window Systems, LLC for their Series "Eco -Guard 200" Aluminum Horizontal Rolling Window — L.M.I.", approved on 05/02/13 and expiring on 05/27/14. Manuel Pe ez, E. Product Control xam' er NOA No. 1 7.01 Expiration Date: May 27, 2019 Approval Date: April 10, 2014 E-3 3 1/2' MAX. HEAD/SILL CORNERS M M f C, G5>I WINDOW WIDTH I 4' A , .090' INTERLAYER .090" INTERLAYER BUTACITE PVB BY 'DUPONV SENTRYMAS BY 'DUPONT' I I r-1/8" HEAT STREN'D. GLASS 6 , FALSE MUNTINS 31 1/4" 32 3/4" (SURFACE APPUEDI MAY BE USE15 D.L. OPG. O.L. OPG. 3S 3/8" VENT WIDTH THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Kill 21 6 l HEAT STREH'D. GLASS 1/8" HEAT STREWD. CLASS .090' INTERLAYER .090" INTERLAYER BUTACITE PVB BY 'DUPONV SENTRYMAS BY 'DUPONT' r-1/8" HEAT STREN'D. GLASS r-1/8" HEAT STREN'D. GLASS ppp DO'8 CORNING 899 pp.. DOW!Or— GLASS ORM80 899 GE SCS 2000 F GE SCS 2000 GLASS TYPE 'A' GLASS TYPE 'H' GLAZING OPTION TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. •1/8' HEAT STREN'D. GLASS 5/18' AIR SPACE 1/8" HEAT STREN'D. GLASS C090" INTERLAYER UTA1 8PYB BY 'DUPONT' ,1/88'' HEAT STREWD. GLASS 8g9 ECO -GUARD SERIES -20U ALUMINUM HORIZONTAL _ROLLING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS 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 -RADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING MGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS THAT 0 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA SLOG. CODE SECTION 2003.8.4. E.9r. JAVA PRODUCT REVISED O FLA. PE JJ11 70582 BuiWmgYC OUm Flertda S $Y CAN.:3878 ]JIV Accefd+ncoon �e ^ pf�( B . ESR , , SETTING BLOCKS AT INSUL IAM. GLASS i'yi' Minmi ade Pr�uM CoWrolw drawing no. :EL GLASS TYPE C NOTCH GLAZING BEAD LEG ' W09-12 TO CLEAR BLOCKS i+ sheet of 7 A = NO. OF ANCHORS PER HEAD & SILL ( ) - NO. OF ANCHORS PER JAMB LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO MOTHS 'XO OR OX' DMON LOAD CAPACITY - PSF (XO, OX OR XX WM) WINDOW DIMS. A W/O REINF. I WITS REINF. GLA89 TYPE GLASS TYPE GLASS TYPE 'A' B' 'C' LDR.(+) IM.(-) EXT.(+) WTj-) EXT.(+) WT.(-) WIDTH HBGM 26-1/2" 37° 83-1/8' 74" 28' (3) 4 70.0 80.0 80.0 00.0 70.0 80.0 _ 4 70.0 80.0 80.0 90A 70.0 80.0 8 70.0 80.0 80.0 90.0 704 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2" 37' 63-1/8" 74' 38-3/e' (3) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 00.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 8 704 80.0 80.0 90,0 70.0 BOA 28-1/2° 37" 83-1/8• 74' 80-S/8" (4) 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 _ 8 70.0 80.0 80.0 90.0 70.0 80.0 a 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2' 37° 83-1/8' 74' 83' (8) 4 70.0 80.0 80.0 904 70.0 80.0 4 684 77A 80.0 90.0 70.0 80.0 8 70.0 70.0 80.0 90.0 70.0 80.0 B 70.0 70.0 80.0 80.4 70.0 80.0 24' 36' 411" 60` 72• 4' 4 70.0 80.0 804 90.0 70.0 80.0 4 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 6 70.0 80.0 SOA 90.0 70.0r-.0--.0. 80.0 8 70.0 80.0 80.0 90.0 70.0 90.0 24° 38' 48" 60' 72" �� 4 70.0 80.0 80.0 90.0_ 70.0 72"9 84• 98' 108' _ 4 704 80.0 80.0 90.0 704 72" 6 704 80.0 80.0 90,0 70.0 80.0 6 70.0 80.0 80.0 80.0 70.0 90.0 8 70.0 80.0 80.0 90.0 70.0 80.0 24' 36" 46" SO"• 72" 4 4 70.0 80.0 80.0 90.0 70,0 80.0 4 70.0 a0.0 80.0 90.0 70.0 80.0 8 704 80.0 $0.0 90.0 70,0 -70.0 80.0 6 704 $0.0 80.0 90.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 24• 38" 48` 80` 72' 5 4 70,0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 60.0 90.0 70.0 1 80.0 6 70.0 70.0 80.0 90.0 70.0 80.0 6 70.0 70.0 *'o0070'0 80.0 8 70.0 70.0 80.0 87.8 70,0 80.0 A = NO. OF ANCHORS PER HEAD & SILL ( ) - NO. OF ANCHORS PER JAMB LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO MOTHS 'XO OR OX' A - NO. OF ANCHORS PER HEAD & SILL ( ) - NO. OF ANCHORS PER JAMB DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. I (v3W) W/0 REW. WITS NEW. A OLA88 TYPE GLA99 TYPE CLAW TYPE A' 'B' 'C' EXT.(+) WT.(-) FDR.(+) INT.(-) EXT.(+) I WIDTH HEIGHT 74' 108-1/4' 111• (3) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.090.0 70.0 60.0 12 70.0 80.0 80.0 90.0 70.0 BOA 74" 108-1/4° 111' x_3/8. (� 8 70.0 00.0 SOA 90.0 70.0 110.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 60.0 80.0 90.0 70.0 80.0 74'80-8/8` 108-1/4• 111" (4) 9 70.0 80.0 80.0 90.0 70.0 BOA 70.0 80.0 80.0 90.0 70.0 80A 70.0 80.0 80.0 00.0 70.0 80.0 74' 106-1/4• �• 72" 84' 96' 1011' 70.0 70.0 804 90.0 70.0 80.0 70.0 70.0 80.0 82.6 70.0 r12 80.0 70.0 70.0 80A 80.4 70*0 60.0 72° 84' 98° 108' 24" (2) 12 70.0 80.0 80.0 90.0 70.0 7a.0 BOA 80.0 90A 70.0 84.0 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 80.0 704 80.0 72' 84" 96' 108° 30° (3) 9 70.0 80.0 80.0 90.0 70.0 60.0 9 70.0 80.0 80.0 904 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 1 80.0 72"9 84• 98' 108' 48' -(4) 72" 70A 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 704 BOA 12 70.0 80.0 80.0 9(.0 70.0 80.0 12 70.0 1 80.0 80.0 9" 70.0 80.0 72" 84" 98' 108' 80• (8) 9 70.0 70.0 80.0 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 90.0 704 60.0 12 70.0 70.0 1 80.0 87.8 1 70.0 80.0 A - NO. OF ANCHORS PER HEAD & SILL ( ) - NO. OF ANCHORS PER JAMB OPERATING VENTS TO BE 1/3 OF THE WINDOW MOTH 'X0X' DESIGN LOAD CAPACITY - PSF (XOX SIZES) (I/3W) I (v3W) 0/3W) I HEIGHT 74• 106-1/4" Ill" OPERATING VENTS TO BE 1/3 OF THE WINDOW MOTH 'X0X' ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL FOR * STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF SEE SHEET 4 FOR DETAIL A - NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A W/0 RE[NP. WITS NEW. GLASS TYPE GLA88 TYPE CLA89 TYPE A' Ir '0' EXT.(+) INT.(-) EXT.(+) IM.(-) EXT.(+) IM.(-) WITH HEIGHT 74• 106-1/4" Ill" 28" (3) 9 70.0 804 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' 108-1/4" 111° 38-3/8" (3) 9 1 70.0 80.0 80.0 90.0 70.0 80.0 12 - - BOA 90.0 70.0 80.0 12 - - 80.0 90.0 70.0 BOA 74" 60-8/8" (4) 9 70.0 804 804 90.0 70.0 80.0 74' 83" (8) 9 70.0 70.0 80.0 90.0 70.0 80.0 72" 84' 96' 1011' 24• (2) 1 9 70.0 80.0 80.0 90.0 70.0 80.0 B 70.0 80.0 80.0 1 90.0 70.0 80.0 12 70.0 80.0 800 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 72• 84" 96" 108• 36" (3) 1 8 70.0 80.0 80.0 90.0_ 70A 60.0 9 70.0 80.0 80.0 904 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 804 - - 80.0 00.0 70.0 80.0 72' 84" a8" (4) 9 70.0 80.0 80.0 90.0 70.0 $0.0 9 70.0 70.0 60.0 90.a 70.0 80.0 12 70.0 70.0 80.0 90.0 70A 80.0 72" 60" (6) 9 70.0 70.0 80.0 90.0 70.0 80.0 ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL FOR * STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF SEE SHEET 4 FOR DETAIL A - NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Dqn JWAO ANAWO PRODUCERFVLSED ga FLA. PC 70839a uwiamglCqdeo Ploilda 3 Acc:J�rra�fionjj)�jftg c�r.bi�'tI"'`;Mimn, drawing no. t�7 W09-12 sheet 2 of 7 (1/4W) (1/) (1/4W) I I OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Dqn JWAO ANAWO PRODUCERFVLSED ga FLA. PC 70839a uwiamglCqdeo Ploilda 3 Acc:J�rra�fionjj)�jftg c�r.bi�'tI"'`;Mimn, drawing no. t�7 W09-12 sheet 2 of 7 let TYPICAL ANCHORS WOOD BUCK SEE ELEV. FOR SPACING I ., d•b4 v'a. d'aa- miffie a .. • .a• :adP •e .,ads e alf1`1i'm O �i METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING WEEPHOLES: W1 = 3/8" X 2-1/4" WEEPHOLES AT EACH END AND 37" O.C. MAX. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. IL IN © g g 16 I 13 MI R � c7 rr 26 I 1 4e e s ' • F .$ I TYPICAL ANCHORS I TYPICAL ANCNOF • °. .' 9 •• a SEE ELEY. v' lay SEE ELEV. ,a FOR SPACING Y1600 BUCK FOR SPACING 4..0 0 6¢ L a h aa44 3� 4z��� WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. S TYPICAL ANCHORS SEE ay. FOR SPACING 1/4" DIA, TAPOON BY 'MY' (Fu -120 KSI, Fy-82 KSI) I/4" DIA, ULTRACON BY 'ELCO' (Fu -177 KSI, FY -165 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES g }}u�i 1-1/2" MIN. PENETRATION INTO WOOD oo THRU 10Y BUCKS INTO CONC. OR MASONRY O an 1-1/4" MIN. EMBED INTO CONC. OR MASONRY Z DIRECTLY INTO GONG. OR MASONRY $ z 1-1/4" MIN. EMBED INTO CONC. OR MASONRY c -o- #14 #14 SMS OR SELF DRILLRN(i SCREWS (ORAE 2 CRS) 0 INTO METAL STRUCTURES STEEL : 1/8' THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) •#14 SMS OR SELF DRILLING SCREWS (GRAS 2 CRS) c jE INTO MIAMI—OADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8') (NO SHIM SPACE) , TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. o S INTO METAL STRUCTURE = 3/4" MIN. ° B. $ 22 CONCRETE AT HEAD, SILL OR JAMBS I'e = 3000 PSI MIN. : °c C-90 HOLLOW/FILLEO BLOCK AT JAMBS 4'm = 2000 PSI MIN. Engr. PRODUCT RHVISED ,e c FL0. P�70592 as anply4t�vlth The Florldn • Aecepfiognnco No A ax Imtton Dnt0 1 y i•� ,Va }, C,lj�: t:+l P.d Miomi do Product Co sheet 3 —Of—fl 1/4^ MAIL u 8 1/4' MAX. SHAMS �� _N SHIN TYPICAL ANCHORS SEE ELEV. g 7 B FOR SPACING O 21 J TYPICAL � � FOR 5PAC9N6 METAL 17 v 8 STRUCTURE �. _ _ •. ----- SCREEN �T: ---" — — — — 'b Q' �Iay O 4 $ STEEL RDNFOKI 11 12 a WGOO BUCKSAS RE yyy�}}} SEE SHEET 2 FOR CAPACITY -° a z Rio VIINDOW WIDTH IY `R.i XO LAYOUT TYPICAL ANCHOR SEE ELEV. FOR SPACING J(.i 1/4' MAX. J 1 1/4" mm. VENT' WIDTH VENT WIDTH SHIMS N S2Rf SHIM D.L. OPG. DA. OPG. 2 © 8 O 7 LFOR 1�rANCHORS 17 PACING}in�m 0 O oM a Z$� Li 17 Zr 1VOOD — — o 4. 7 w ___— ----- — — — ----------- WOOD STR OP7' 7 ii��� � W rn f v 4 8 17 ABY 11 12D.L. OPO. STEEL REINFORCING ? WOOD BUCKS AS REDO. EXTERIOR HTNDOW WIDTHSEE SHEET 2 FOR CAPACITY ° XQX LAYOUT c c� MIAMI—DAOE COUNTY �$ APPROVED MULLJON TYPICAL ANCHORS SEE SEPARATE NOA SEE ELEV. FOR SPACING Ao�a Ll— — En9n JAV�AHNAG PRODUCT REVISED ,a 9 as complYlsgAVDh lha Ftatida ,[ $� FLA. d 75 92 3tdlding Coda S LS . Q SCREEN OPT. p,, Expirwbn Dots Gez R J •�;"��;.q„ Mbvnl adaProductCo -r droving no. WINDOW WIDTH WINDOW WIDTH sheat 4 of 7 METAL �v SjRUCNRE TYPICAL ANCHORS SEE ELEV. FOR SPACING IAMI TYPICAL M—DADS Cw" APPROVED �Y I n • • A s SEE ELEV. FOR SPACING MULLION & MULLION ANCHORS Z ep. SEE SEPARATE NOA • A .' 1 � I O• •.S. a � 8 � 26 � � h ALT. g��a TYPICAL ANCHORS SEE ELEV. FOR SPACING NIX N IX O g vi x � 4 1 O o� R� 0 r 1/4" MAX D Z 3 SHINS S ALL Z O Ll •e e W rn� 4' Q OR p S C TYPICAL ANCHORS a SEE EIEV. FOR SPACING TYPICAL ANCHORS SEE El". FOR SPACING - n .e • .? .. . �. q Sss� ALT. Cam- 0 INSTALLATION DETAILS WUH FLUSH FRAME ADAPTER Even JWWO AHMAO PRODUCT"VISED N A� •HuRdgY oda ffiawmtl>to@bddn FIA. PE' 79592 `.'v.s• .• • .. AMC cc No .� v Bx Iran Dote at .� f„ ;...(`'''{_{•!j• Mi adaProdaM • tro}^j dr9wing no. �` W09-12 � sheet 5 of � 1.087 71j 5 1.434 .813 L7.40 VENT TOP/BOTTOM RAIL FRAME HEAD e� JAMB STILE p--2 0&3 1.280 1•'� �Q_A 1.340 082 L1.344 7) MEETING RAIL U FRAME SILL 2.ta8 L314 �I{ 1.422 1.202 .340 .312 ,062 .082 1.378 3U SILL TRACK © FIXED MIG. RAIL MOV. FRAME.JAMB 1 U FIXED FRAME JAMB STEEL REINFORCING .71}9 ll.�.47 3 .048 1.047 GLAZING BEADS 2.888 .062 .800 2.611 Q FLUSH FRAME ADAPTER ITEM PART 0 QUANTITY DESCRIPTION MATERIAL MANY./SUPPLM/REMARKS 1 FY201 1 FRAME HEAD 8083—T6 — 2 202 1 FRAM SILL 6063—To 3 FY203 1 SILL TRACK INSERT 6063—TS — — 4 FY205 AS REGO. MOV. FRAME JAMB 6063—TO — 5 FY101 AS READ. FDIED FRAME JAMB 6063—T6 — 6 FY104 1/ VENT FIXED MTO. RAIL 6063—T6 — 7 FY105 1/ VENT VENT INTERLOCK 6063—TS — _ — e FY208 1/ VENT JAMB STILE 6063—To — 9 FY107 2/ VENT TOP AND BOTT0M RAIL 6063—TB — 10 FY108 AS REQD. GLAZING READ (LAM. GLASS) 6063-76 IDA FYt10 AS REOD. GLAZING READ QNSUL LAM. CLASS) 6063—T6 — 11 — AS READ. REINFORCING BAR STEEL — 12 — AS REOD. REINFORCING BAR STEEL — 13 FY204 AS RTEQD. ADO—ON SILL RISER 6063—TB USE AS RE00. .4 FY208 4/ VENT ROLLER HOUSING & GUIDE CUM — 18 FY209 v 2/ VENT ROLLERv SRASS 16 FY210 2/ VENT ROLLER PIN ST. STEEL — 17 18 X 1" AS REOD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 18 is X 3" 2/ VENT FDL. RAIL SILL SCREWS (SILL ENO) CRS P.N. SIRS 16 W23181 AS REOD. FIN SEAL W STRIPPING — ULTRAFAS 20 43007180 AS READ. BULB SEAL Q—LOIN SCHLEGEL 21 E207 AS REQO. BULB SEAL SANTOPRENE ULTRAFAS, OUROMEIER 68+5 22 E203 AS REOD. GLAZING BEAD BULB SANTOPRENE ULTRAFAS, DUROMETER 65.5 23 FLB-50 AS READ. GLASS SPACER SILICONE FRANK LME 24 SL203P 2/ VENT SWEEP LATCH — SULLIVAN & ASSOC. 28 #8 X 1/8' 2/ LATCH LATCH WST. SCREW ST. STEEL OH SMS 28 WAX2/ WOW. WEEP VALVE — PREFERRED ENO. PRODUCTS 27 -- 1/ VENT 5/16' BOX SCREEN — OPTIONAL 28 FY12or — FLUSH FRAME ADAPTER 8083—T8 OPTIONAL__ 28 2/ UTE SETTING BLOCK EPDM DUROMETER 75+5 SHORE A Engr: JAVAO AHIM PROWCTRBVISBD n •r FIA. PES 70582 e9 camplytng whh the Pfodda CA.N. Bonding Code Aoceplance No y LhpitalionDato O)if y 5 %•,F 11'7 py 3 p41em Product CODir droning no. }� W09-12 �'° sheet 6 of 7 t, t " �e1 o dote: 02-24-09 revis ons: ECO -GUARD SERIES -20D ALUM HOR L ROIM W X (LY1) A --FAROOQ CORPORATION ^a no a e escn on ENGINEERS & PRODUCT DEVELOPMEW O Bey, ,�. _ ,- areae HD arose nas sHEET ECO WINDOW SYSTEMS, LLC. 1235 S.W. 87 AVE O o' a Dtat.ta HD awHDE reds sxEEr 9114 N.J. 106 STREET MM►MI. FLORIDA 33174 t I a. 6r HMM c 01.11.13 MnNUF. ADOR65 9Ev. MEDLEY. FL 33178 TEL. PM2648100 FAX CJM 2Rd97J; D DL121e ND LIUHGE 1Ma SHEET N o ehk pr TEL, (305) 885-5299 FAX (305) 885-5902 CCMP-/WL\W69-12EC MIAMNMIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida. 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/neral ECO Windows Systems, LLC 9114 N. W. 106th Street, Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 600 Aluminum Outswing Doors-L.M.I. APPROVAL DOCUMENT: Drawing No. W12-08, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9, prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on Jun 28, 2012, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2 and Single or Double Door DP ratings with sidelites (w/wo Reinforcement) in sheet 3. The max door leaf width shall not to exceed 37". 2. Laminated glass types Gland G2 are limited to .090" DuPont's PVB and glass type G3 is limited to Insulated laminated glass w/.090" Solutia 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 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 12-0402.03 Expiration Date: July 19, 2017 Approval Date: July 19, 2012 Page 1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No. W12-08, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9, prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on Jun 28, 2012, signed and seated by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12-3357, HETI-12-3358, HETI-124003, HETI-124003 and HETI-124027dated 03/16-26/12, 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 June 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-2010, prepared by Al Farooq Corporation, dated 03/30/12 and last revised on June 28, 2012, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTMS -1300-02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01'issued to E.I. DuPont DeNemours & Co., Inc. for their `Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 for "Saflex clear & color interlayer" issued to Solutia Inc., expiring on 05/21/16. 3. 3M Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by Al Farooq Corporation, dated 03/30/12, 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. 1 M:1 C 1. Test proposal, dated 10/14/11 and 02-21-12 approved b PERA. Ishaq L Chanda, P.E. Product Control Examiner NOA No 12-0402.03 Expiration Date: July 19, 2017 Approval Date: July 19, 2012 E-1 SERIES 600 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT KITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 1/8' HEAT STREWD. CLASS 3/18° HEAT STREN'D. GLASS m�V .090'INTERLAYER.090' °d INTERLAYER S/18' AIR SPACE S 13UTACITE PVB BY 'DUPONT' 1/8' HEAT STREN'D. GLASS BUTACITE PVB BY 'DUPONT' Z .090' INTERLAYER 'SOLUTIA' W SAFLEX I9G BY W 1/8' HEAT STREN'O. GLASS 3/18' HEAT STREN'D. GLASS i 3 SILICONE 0 z 15 SILICONE DOW CORNING 899 3 3 DOW CORNING 889 Z aw 28 Imp < _ (W) OMETAL r \ m m14 e O 3S SILICONE �\ r i is is i. v SETTING BLOCKS AT INSUL LAM. GLASS r i r 3aa� _ NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS c r GLASS TYPE 'G3' 0 c pg1z SETTING BLOCKS AT LAM. GLASS LL yj pMiy;,� r z REOD. FOR WIDTHS EXCEEDING 38' ONLY. T �g lrQ9 c m NOTCH BEAD LEC TO a T3 GLASS TYPE 'GI' CLEAR BLOCKS GLAS3 TYPE 'G2' el g 1/8' TEMP. GLASS °d S/18' AIR SPACE S 1/8' HEAT STREN'D. GLASS .090' INTERLAYER 'SOLUTIA' W SAFLEX I9G BY W n 1/8' HEAT STREN'0. GLASS 3 0 8 NE DOW CORNING 899 3 3 28 ST. STEEL m SPACER Z aw t8 < _ (W) OMETAL r \ O 3S SILICONE �\ r SETTING BLOCKS AT INSUL LAM. GLASS _ NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS c GLASS TYPE 'G3' 0 c pMiy;,� r z lrQ9 c m Al� 1 c THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. — — SHUTTERS ARE NOT REQUIRED. F �.,. yg g O drawing no. Z'Z W12-08 sheet —1of 9 39 3/4' MAX. DOORS LOAD CAPACITY - PSF SINGLE DOOM (X) DOOR DIMS. LAMINATED GLASS FRAME LEAF FRAME EXT.(+) INT.(-) moTI+ mores HEICHr 38-3/4• 37' 1 98' 1 70.0 1 75.0 OPTIONS MEET 7 GLASS D.LO. DIMS. O.LO. HEIGHT = FRAME HEIGHT - 11.125" D.L.O. WIDTH (X DOORS) m FRAME WIDTH - 12.813" D.L.O. WIDTH (XX DOORS) m (FRAME WIDTH - 22.125-)/2 Engr. JA AO AHMAD 76' MAX FRAME WIDTH _... _.___.. 4� L) N HEAD & SILL ANCHORS AT STILE ENDS (4) AT 3' O.C. Z 0 k S' MAX HcOl/ERS 12' MAX. � DOUBLE (XX) 6 0.1 a A ,_ _ DOOR DORS. GLASS GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) C�k JUN 8 2012 c� drawing no. W12-08 sheet 2 of g LEAF FRAME FRAME LEAF EXr.(+) INT.(-) AND FLORIDA BUILDING COMMISSIONWIDT Igoa WIDTH HEIGHT DECLARATORY STATEMENT DCA05-DEC-219 m m U. �^c Jn E z (� n II LOCK OPTICk45 =--etr=== SEE EET 7 0 r -I II \\ // iaMyl�lYllb� b � OM ai INACTIVE I ACTIVE' Z CE APPLIEDg�q W AUNTIIN OR 26 16/18' 28 15/18• O ATIVE GRILL NY BE USED D.L OPG, D.L. OPG. m NOTE: 37' MAX. EGRESS REQUIREMENTS TO BE REVIEWED LEAF WIDTH BY BUILDING OFFICIAL. uin (xx) GLASS D.LO. DIMS. O.LO. HEIGHT = FRAME HEIGHT - 11.125" D.L.O. WIDTH (X DOORS) m FRAME WIDTH - 12.813" D.L.O. WIDTH (XX DOORS) m (FRAME WIDTH - 22.125-)/2 Engr. JA AO AHMAD q o o� DOORS LOAD CAPACITY - PSF FLA PE 1 7 DOUBLE (XX) NOTE: NOTE: 8 DOOR DORS. GLASS GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) C�k JUN 8 2012 c� drawing no. W12-08 sheet 2 of g LEAF FRAME FRAME LEAF EXr.(+) INT.(-) AND FLORIDA BUILDING COMMISSIONWIDT WIDTH HEIGHT DECLARATORY STATEMENT DCA05-DEC-219 m m 76• 37• 96' 70.0 7s.o GLASS D.LO. DIMS. O.LO. HEIGHT = FRAME HEIGHT - 11.125" D.L.O. WIDTH (X DOORS) m FRAME WIDTH - 12.813" D.L.O. WIDTH (XX DOORS) m (FRAME WIDTH - 22.125-)/2 Engr. JA AO AHMAD q o FLA PE 1 7 8 C�k JUN 8 2012 c� drawing no. W12-08 sheet 2 of g REINFORCING AS REOD. SEE CHART I L SIDELITE WIDTH DOOR FRAME WIDTH NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. CLASS D.L.Q. DIMS. D.L.D. HEIGHT (SIDEUTE) FRAME HEIGHT - 11.000' D.L.O. WIDTH (SIDEUTE) FRAME WIDTH - 4.438' HEAD & SILL ANCHORS . ///���'''aT STILE ENDS 12' CLUSTER OF / (4) AT 3' O.C. (4) ANCHORS / 3, _CLUSTER HEA0/su MAY. DESIGN LOAD CAPACITY - PSF SOELITES WITH SINGLE OR DOUBLE LEAF DOORS (SEE NOTE BELOW) SIDEUTE FRAME WIDTH INCHES SIDELITE FRAME HEIGHT INCHES AI1$OUT REINFORCING WITH REINFORCING EM.(+) I INT.(-) EXT.(+) INT.(-) 24 30 38 37 42 82 70.0 78.0 70.0 78.0 70.0 78.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 78A 70.0 78.0 81.7 88.1 81.7 88.1 24 30 36 37 42 88 70.0 78.0 70.0 75.0 70.0 75.0 70.0 78.0 70.0 78.0 70.0 75.0 70.0 75.0 70.0 75.0 81.7 88.1 81.7 88.1 24 30 38 37 92 70.0 75.0 70.0 78.0 89.8 58.8 70.0 73.0 84.1 84.1 70.0 78.0 83.3 83.3 70.0 75.0 J30 9987.857.8 83.3 83.9 70A 75.0 70.0 75.0 53.1 83.170.0 78.0 52.4 52.4 70.0 75.0 REINFORCING AS REOD. SEE CHART I L SIDELITE WIDTH DOOR FRAME WIDTH NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. CLASS D.L.Q. DIMS. D.L.D. HEIGHT (SIDEUTE) FRAME HEIGHT - 11.000' D.L.O. WIDTH (SIDEUTE) FRAME WIDTH - 4.438' HEAD & SILL ANCHORS . ///���'''aT STILE ENDS 12' CLUSTER OF / (4) AT 3' O.C. (4) ANCHORS / 3, _CLUSTER HEA0/su MAY. MAY BE USED 32 3/4' - 11 1 28 15/18° 1 1 1 28 15/18' SIDEUTE FRAME WIDTH 764 MAX. DOOR FRAM (oxxo) �I N Z 3 io IL n�1 C aQ 00J z bi �Qbo n o m� Q pM Z 3� wmo m O l- R�OIAr timLttai NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION JUN2 8 2012 DECLARATORY STATEMENT DCA05-DEC-219 19, LIN,! drowmg no. W12- 88 sheet 3 of g � I I it ___J yr____ -! II II ❑❑3/ ❑o. I I / pppll OF SI�EE \\ MAY BE USED 32 3/4' - 11 1 28 15/18° 1 1 1 28 15/18' SIDEUTE FRAME WIDTH 764 MAX. DOOR FRAM (oxxo) �I N Z 3 io IL n�1 C aQ 00J z bi �Qbo n o m� Q pM Z 3� wmo m O l- R�OIAr timLttai NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION JUN2 8 2012 DECLARATORY STATEMENT DCA05-DEC-219 19, LIN,! drowmg no. W12- 88 sheet 3 of g 1 THFi_.. ---• PENETRATION lay2BY WOOD BUCK EDGE 01ST. WO OR W000 BUCK WOOD STRUCTURE SEE NOTE SHEET 1 METAL STRUT EDGED EDGE DIST. I 7SEETYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS FOR SPACING FOR SPACINGFOR SPACING -- jIM1AW--DADS COUNTY APPROVE011 CLIPPED I !SEE SEPARATEOI j l i1 1i I`---------------- WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM M THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO(F-177 M. FY -155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONIC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 814 SMS OR SELF DRILLING IN SCREWS (GRADE 2 CRS) INTO MIAMI -DARE COUNTY APPROVED MULLIONS (MIN. THK. 1/81 INTO METAL STRUCTURES STEEL : 1/8' THK. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (6083-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM M BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE 1" MIN. INTO METAL STRUCTURE 3/4' MIN. CONCRETE AT HEAD. SILL OR JAMBS Vc t 3000 PSI MIN, C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ors u NOM 1 - IYtixal"D�dehd�e Cmehol u Q� W� L" Li `D o DOOR DETAILS o E.r.. JAVAD AHMADCM FLA PE / 70592 CAN: 3639 JUN 28 2012 W12-08 sheet 4 of 9 1/4' MAX SHIM CONCEALED ' MAX LUSH BOLTS 1/4 © O LEVERS AT OLE FACE 5l9M 3 1BY TYPICAL ANCHORS .lay Buac SEE FOR SPACING 18 ACTIVE LEAF 28 13 ai 24 o. •.� yyy TYPICAL ANCHORS FOR SPACING PAC 23 28 EXTERIOR O.LO. _ METAL STRUCTURE LEAF WIOTH Loac oPnorls SINGLE DOOR FRAME YdDTH sEE SHEET 7 Sgr. ,IAVAD AHMAD CML ag FIC µ 7D892 CEO ��•ti 1. 1�-1- DOOR DETAILS JUN 28 ms 0 O drawing o W12-08 Sheet 5 of 9 TYPICAL ANCHORS SEE ELEVATIONS %� EDGE IST. FOR SPACING N I' 0 Q% a 2GLAZING C� SEE SHEET OPTIONS O #12 SMS O 18 ASRREtNACING H S' FROM ENDS SEE SHEET 3 w 1/4' MAX. , 7 AT AND 11' 0.0 MAX. � OSHIM.. I IA 8 3 e O O M J I 13 W , 28 O .� w W rn� O TYPICAL ANCHORS 1 FSEE ACING . i 14 18 28 23 o g D.L.O. is I a aA EXTERIOR LEAF VADTH SIDELITE WIDTH DOOR FRAME WIDTH m w gory 2 UNIT FRAME WIDTH a � •e E�qn JWAD Q \ FA. PE A 92 3B3B N11eRd �afll�lfrrf, v ° v T�SEE �EDGE qN DIST. TYPICALANCHORS ELEVATIONS FOR SPACING SIDELITE DETAILS 28201 W1 2-08 sheet 6 of 9 LOCKS 4 POINT LOCK ASSEMBLY OLO1-6007 BY 'INTERLOCK USA INC.' (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF 1/2' DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SILL THROW BOLTS ATTACHED TO LOCK BY 3/e' CONNECTING RODS LOCK LOCATED AT 42-1/2' FROM BOTTOM INACTIVEFeC: 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' 1/2' DIA. THROW BOLTS AT TOP AND 80TTOM ENGAGING FRAME AT HEAD AND SILL THROW BOLTS ATTACHED TO LOCK BY 3/8' CONNECTING RODS LOCK LOCATED AT 42-1/2' FROM BOTTOM OPTION 62: ACTIVE LFAF: CONVENTIONAL DOOR LOCKSET 'ATH 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 & 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) 08-32 X 1/2' FH MS INACTIVE ycnF: CONCEALED FLUSH BOLTS BY 'SULLIVAN & 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 NTH (2) 08-32 X 1/2"FH MS NOTE: LOCKS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. mm 0 PART # RE9D. DESCIUMON MATERIAL MANP./SUPPLIER/REMARKS 1 E601 - DOOR FRAME HEAD/SILL 6063 -TB 2 E602 - FRAME COVER 8063-T6 3 E603 DOOR FRAME JAMB 6053 -TB - 4 E604 - SIDELTTE TOP & BOTTOM FRAME 6063 -TB - 4A E626 - SMEUTE 9' BOTTOM FRAME 6083 -TB - 8 E605 - SIDEUTE FRAME JAMB 6063-T6 - 6 E608 - SIDEUTE SUP ON JAMB 6063-T6 - 7 E607 ILM TOP & BOTTOM RAIL 8083 -TB 7A E625 - LEAF 9' BOTTOM RAIL 8083-T6 - 8 E808 LEAF W STRIP ADAPTER. 8083 -TB 9 E609 - LEAF HINGE STILE 6063 -TB - 10 E610 - LEAF LOCK STILE 6053 -TS - 11 E611 - LEAF ASTRAGAL STILE. 8053-T6 - 12 E612 - LEAF ALIGNMENT BRACKET 8063-T6 - 13 E613 - LEAF CLAMP 6053-T6 4-1/4' LONG 13A E613 IHINGE BACK-UP PLATE 8063-T6 12' LONG 14 E614 GLAZING BEAD (5/16' LAM. GLASS) 6063-T8 - 14A E109 GLAZING BEAD (7/18' LAM. GLASS) 6083-T6 16 E615 GLAZING BEAD (INSUL GLASS) 5083-T6 16 E616 - SNAP COVER 6083-T6 - 17 E613 - BOLT SUPPORT 6063-T6 NOT SHOWN 18 AS REDD. SIDEUTE MULLION REINFORCING 808.3-T6 19 FD -107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN & ASSOC. 20 FB1202 - FLUSH BOLT LEVER - SULLIVAN & ASSOC. 21 FBR914SS CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN & ASSOC. 22 012 SMS AS REOD. JFRAME ASSEMBLY SCREWS - 23 012 X 3/4' - HINGE INSTALLATION FASTENERS - FH SMS 24 - - 3/8' DIA THREADED ROD STEEL - 25 W11323 PILE W'STRIPPING WOOL ULTRAFAB 26 E20618 -KN -3020 - BULB W'STRIPPNG SANTOPRENE EPOM 27 E206 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB 28 - GLASS SPACER SILICONE FRANK LOWE RUBBER 00. 29 E622 FLUSH BOLT CUP NYLON 30 OLOIRC BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DL01WB WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33010 X 3/4' 2/ ADAPTER FH SELF DRILLING SCREWS - 34 - 2/ LTTE SETTING BLOCK, 1/4' X 1/2' X 4' LONG EPOM JAT 6' FROM EACH END, DUROMETER 65t5 35 2/ LITE SETTING BLOCK, 1/4' X 3/4' X 4' LONG EPOM IAT 8' FROM EACH END, DUROMETER 8515 HINGES: 3-1/2' X 7-5/8' X .122' THK. EXTRUDED ALUM HINGE PART OFD -107 BY SULLIVAN & ASSOC., 3 HINGES PER LEAF BOTTOM HINGE AT 10-1/4' FROM BOTTOM TOP HINGE AT 11-3/4' FROM TOP CENTER HINGE AT MIDSPAN (38' O.C. MAX) HINGES FASTENED WITH 010 X 1' FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM55D4 SEALANT. V�YLTiXTS. r. ,a.,. „- CIVIL FLA. PE 70882 CA.N. 61 (a4'M j drawing no. 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AL-FAROOQ CORPORATION a ° —' awc 3/s• �- nA 08.2&12RM PErs PERkENGINEERS& PRODUCT DEVELOPMENT ECO WINDOW SYSTEMS, LLC. f IV - 4236&W.87AVE v yI Naeaio 9114 N.W. 106 STREET MIAMI, FLORIDA 33174 p MEDLEY, FL. 33178 TEL (3OS) 164- 0 FAX (305) 282-W78 c m Oo P �k nr TEL. (3M) 80 -SM FAX (305) eas-sgox CoMP-ANL\Wtz-0 ECO