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WS-14-2612 (4) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-226035 Permit Number: WS-12-14-2612 Scheduled Inspection Date: February 25,2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Window Door Attachment Owner: LUDICKE, ROBERT&ALLISON Work Classification: Window/Door Replacement Job Address:526 NE 97 Street Miami Shores, FL 33138- Phone Number (305)754-2903 Parcel Number 1132060171530 Project: <NONE> Contractor: INFINITE BUILDERS LLC Phone: (954)924-4014 Building Department Comments REPLACING OF 18 WINDOWS AND 1 DOOR WITH Infractio Passed Comments IMPACT RESISTANT INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-225760. CREATED AS REINSPECTION FOR INSP-224179. Windows not installed perNOA with wood buck next to precast Window installed with 2 X need letter from Arch/Eng Failed ❑ Same condition as before Correction ❑ Needed Re-inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. February 24,2015 For Inspections please call: (305)762-4949 Page 6 of 36 i • t 5£J CONSULTING ENGINEERS & PRODUCT DEVELOPMENT January 21,2015 To: Mr.Jorge Valdez, Infinite Windows 2100 NW 99 Ave. Doral,FL 33172 Re: Ludicke Residence 526 NE 97 street Miami Shores,FL 33138 Subject:Field Conditions Dear Mr. Valdez, As per our inspection conducted on 01/20/2015 for the aforementioned project's field condition,please see below our findings: Comments: Provide alternatives to correct exiting field condition for the triple buck installation at Marks"A"(x5),Mark D2,and Mark D3. Option 1: Remove all double&triple bucks and install 1 solid buck anchored to the substrate. Bucks exceeding previous design size shall be engineered. Option 2: Remove all double&triple bucks and install 1 aluminum mullion at the header to catch the window frame. Comments: Provide alternatives to correct exiting field condition for the pre-cast concrete shape installation at Marks G,F, C(x2),D.1,132,D4, D5,and D6. — Option 1: Remove existing precast extrusion and install new wood buck to fully support window frame. Option 2: Submit a One Time Approval to Miami-Dade product control to show the structural adequacy of the installation.Additional anchors&labor may also be required in this option. Should you have any questions please do not hesitate to contact us at the number below. Very Truly Yours, Javad Ahmad,P.E. Chief Engineer 1235 SW 871'Avenue Miami,FL 33174 T.305.264.8100 F:305.262.6978 1 www.afcena.com alfarooc3@afceng.com AL"FAROOQ ORPORA`T"ION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT Client: INFINITE WINDOWS Date: Dec 23, 2014 Project Name: LUDICKE RESIDENCE Engineered By:CE./ Project Number: AFC#14-1937 � Project Address: 526 NE 97 STREET MIAMI SHORES FL 33138 City State ZIP Building Height: 25 FEET. Roof Slope: ® Slope ❑ Flat Design Criteria: i, Florida Building Code 2010 ii, Wind Loads are calculated as per ASCE 7-10. Notes: -Any deviations from conditions shown on calculations or drawings shall be engineered separately. -Al-Farooq Corporation will not provide a letter of compliance/inspection report unless called during installation. -Shop drawings are checked for structural requirements only. Disclaimer: - This document is not valid without the embossed seal of an engineer employed by Al-Farooq Corporation. d302014 -No portion of this document may be used or reproduced in any manner. JAVAD AHi,P.E. FL#70592 EB C.A.N.#3538 1235 SW 871'Avenue I Miami,FL 33174 1 T:305.264.8100 1 F:305.262.6978 I www.afceng.com I alfarooq@afceng.com LUD/CKE RESIDENCE INFINITE WINDOWS Wind Speed(mph) 175 Mean Roof Height[h](ft) 25.00 ! 526 NE 97TH STREET 2100 NW 99 AVE Importance Factor 1.00 Height Above Grid. Level[z](ft) 25.00 MIAMI SHORES,FL 33138 DORAL,FL 33172 Exposure Category D Horizontal Dimen. of Bldg. (ft) 102.00 Risk Category 2 Roof Slope(deg.) >10 Type of Building With Impact Protection Coefficient Kh 1.13 Coefficient Kzt 1.00 Coefficient Kz 1.13 Coefficient Kd 0.85 Velocity Pressure Evaluated @z(qz](WW) 75.30 Velocity Pressure Evaluated @h[qh](WW) 75.30 Component Size Gcp Coefficients Gcpi Coeff. Design Wind Pressures(lb/ft"2) Mark Comp Type W(in) H(in) S(in) A ft-2 Z4+ Z5+ Z4- Z5- Pos Neq Z4+ Z4- Z5+ Z5- In Zone ALL Other 10.00 1.00 1.00 -1.10 -1.40 0.18 -0.18 53.3 -57.8 53.3 -71.4 M ASCE 7-10 WIND LOADS ON COMPONENTS AND CLADDING:AL-FAROOQ CORPORATION, 1235 S.W.87th AVE,MIAMI FL.33174. TEL:305-264-8100 Engineers Seal Engineers Name And Signature Design Date Design Reference Number 12/23/2014 2:16:32 PM N AL-FAROOQ CORPORATION CLIENT: PROJECT: ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE TEL. (305) 264-8100 MIAMI,FLORIDA 33174 FAX. (305) 262-6978 INFINITE WINDOWS LUDICKE RESIDENCE 12-23-14 BY: C.E. AFC 14-1937 SD 1 DETAIL D-1 TYPICAL 2BY WOODBUCK DETAIL EMBED. AS PER NOA/FL APPROVAL EMBED. AS PER NOA/FL APPROVAL v p a e v . a o c v a p p v v � p a v v o a vp v v e v o � TYPICAL WINDOW FRAME ANCHORS p a v v ° Tv v v a 1/4" DIA ULTRACONS SPACED AS PERv ° p °c v v NOA/FL APPROVAL SPECIFICATIONS AT ° CENTER OF THE WOODBUCK WITH 1" v v v v WOOD E.D., 2-1/2" CONC. E.D. AND 1-3/4" CONC. EMBED. v v o v v. 0 e o � v o 2 Oa v t } - - Vv - .. Rl a v U vv ° Z o: w . U v o £ ° v w a C m o p a v ° a d °o. a v a TYPICAL SHIM PER TYPICAL 2 BY NOA/FL APPROVAL WOODBUCK Engr: JAVAD AHMAD CML FLA. PE # 70592 C.A.N. 3538 ® 2014 Miami Shores Village g BuildingDepartment ^�P�� ^��a p DEC 0 � io�a 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 _ ',��' FBC 20 '0 BUILDING Master Permit No. D Is L� " 961 a, PERMIT APPLICATION Sub Permit No. VDUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 52-C., 06 q1 �)'� City: Miami Shores County: Miami Dade Zip: 33( 3>3 Folio/Parcel#: M 1:; - I,S-to Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): �(,(li��7r1Or-�' j,,jr,( Phone#: Address: 6;zb/, U& City: t-klpLcn► fJ�OW� State: Zip: X51 Tenant/.Lessee Name: Phone#: Email: CONTRACTOR:Company Name: '�_��gin;-�f'L V�ic�, Phone#: A- 1:4 Z6 Address: -rrn UL0 A,e- City: �30CQJ State: 7�:L., Zip: 3 Qualifier Name: i ,` ,� , � � Phone#:4 -518, Y4 State Certification or Registration#: _..6 , 1 z� Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ (®°a90 Square/LinearrFF000tage of Work: Type of Work: 1:1 Addition [:1 Alteration El New L2 Repair/Replace ❑ Demolition Description of Work: V�aa e:'OL - r nP�c,j It ; � Specify color of color thru tile: Submittal Fee$ ' nm1 Permit Fee$ ' CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS, HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. r�5Signature Signatur OWNER or AGENT ONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this M%� day of ;.� ,20 V by d7 day of it ,20 15 , by ,Au 1.x,,,-1 who is personally known to �,Vjt5-4 ,who is personally known to me or who has produced as me or who has produced as identification and who did t a identification and who did take o th NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign Print: _� + .''s 3ERGIOCUEVA Print: Seal: , EXPIRES•March 9,2017 -'; SERRGIocum '�;"ty. Bonded Thru nbtmy Public Underwriters Seal: *: oIV s EE 851Q 1 IRES:March 9,2017 `9f�s ded Thru Natary Public Undermcb s APPROVED BY I1tq Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) STATE OF FLORIDA z - DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION �'. CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 TORAL, REMiGIO S INFINITE BUILDERS LLC 2100 NW 99TH AVE DORAL FL 33172 Congratulations! With this license you become one ofife-neariy _ ---—--�---- ---- ane million Floridians licensed by the Department 61 Business and Professional Regulation. Our professionals and businesses range STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque restaurants, DEPARTMENT OF.BUSINESS AND and they keep Florida's economy strong. PROFEs,,aF00IAI.'t GULATION Every day we work to improve the way we do business in order to CGC15143.04 "1WUD 07/13/2014 serve you better. For information about our services,please log onto www.myfloridalicense.com. There you can find more information CERTIFIED GI :fONOTOR about our divisions and the regulations that impact you,subscribe TORAL,REM,1036S '' to department newsletters and learn more about the Department's initiatives. INFINITE BUIL -tC 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, IS CERTIFIED under the provisions of Ch.489 FS. and congratulations on your novo licensel Expira*adate:AUG 31,2M6 LM713=1513 DETACH HERE RICK SCOTT, GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF 1 LONESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CGC1514304 Ll The GENE ONTRACTOR Named below IS CERTIFIED E Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 lug TORAL, REMIGIO S INFINITE BUILDERS LLC` r 2100 NW 99TH AVE DORAL FL 33t72 ISSUED: 07/13=14 DISPLAY AS REQUIRED BY LAW SEQ# L1407130001513 a DOSS LLC 22Q TA ►�, �_ r � � 3 � f�� t�� k: �• s�r 7l� otY TOL MW INFIN-5 OP ID:Al CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYl) 11/25/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WANED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Phone:305-364-7800 NAEACT BROWN&BROWN OF FLORIDA INC Fax:305-714-4401 PHONE ac No 14900 NW 79th Court Su)te#200 Miami Lakes, FL 33016-5869 E-MAIL Sean D Gabay ADDRESS: INSURERS AFFORDING COVERAGE NAIC# INSURERA:American Empire Surplus Lines 35351 INSURED Infinite Windows,LLC& INSURERB:FFVA Mutual Insurance Co* 10385 Infinite Builders,LLC INSURER C:Evanston Insurance Company 35378 2100 N.W.99 Avenue Doral,FL 33172 INSURERD:American States Insurance Co 19704 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICYEXP LTR TYPE OF INSURANCE INqR Wyo POLICYNUMBER LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 A X COMMERCIAL GENERAL LIABILITY 14CGO187244 09/19/2014 10/01/2015 PREMISES Ea occurrence $ 100,00 CLAIMS MADE OCCUR MED EXP(Any one person) $ Exclude PERSONAL&ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 4,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2.000,000 I POLICYX PRCT O- LOC Perl-ocAgg $ 2,000,00 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 1,000,000 Ea accident D X ANY AUTO 01 CI4430484 02/02/2014 02/02/2015 BODILY INJURY(Per person) $ ALLOWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS Per accident $ UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 5,000,000 C X EXCESS LIAR CLAIMS-MADE XOVA781914 02/02/2014 02/02/2015 AGGREGATE $ 5,000,00 DED RETENTION $ WORKERS COMPENSATION X T LIMIITj ETM AND EMPLOYERS'LIABILITY B ANY PROPRIETOR/PARTNERIEXECUTIVE YIN N WC84000308362014A 10/01/2014 10/01/2015 E.L.EACH ACCIDENT $ 1.000.00 OFFICER/MEMBER EXCLUDED? ❑ N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 1.000.00 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space Is required) Contractor's state License # CGC1514304 CERTIFICATE HOLDER CANCELLATION MIAMISH SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN g ACCORDANCE WITH THE POLICY PROVISIONS. Building Department 10050 Northeast 2nd Avenue AUTHORIZED REPRESENTATIVE Miami Shores,FL 33138 ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD r MIAMI•DADE RITAhsi-DADS COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-259D F(786)315-2599 CE UA }nYw.raiamidade.�gv/economy PCOPE:M7 ; ! 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 allo-sved by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the,manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building I SCRIPTION:Series�f1500"Aluminum�W03—�57, w—IJ&L DESCRIPTION: DOCUMENT: Drativing No. titled "Series-1500 Aluminum Fixed Window (L.MJ.)",sheets 1 through 7 of 7, dated 07/31/03, with revision E dated 12/09111, prepared by Ai—Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami—Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County MISSILE IMPACT RATING:Large and Small Missile impact Resistant c r 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 atter 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 shalt 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 renews NOA#12-0223.41 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.13-0617.26 r? i'p GouNn Expiration Date: November 06,2018 �r Approval Date: September 19,2013 Pa e 1 ES Windows,LLC I NOTICE OF ACCEPTANCE: EVIDENCE SMUTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-0910.01) 2. Drawing No. W03--57, titled "Series-1500 Aluminum Fixed Window {L.M.I.)", sheets 1 through 7 of 7, dated 07/31/03, with revision E dated 12/09/11, prepared by Al Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No.12-0223.41) 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 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FT"339,dated 02/11/08,signed and sealed by Michael R. Wenzel,P.E. (Subndded ander NOA No. 08-0417.06) 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)Large Missile Impact Test per FBC,TAS 20194 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked--up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5054,dated 10/03/06,signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 06-0308.05) 3. 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 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No. FTL-3810, FTL-3819 and FTL-3808, dated 05/16/03, 06/09/03 and 05/14/03 respectively,all signed and sealed by Joseph C.Chan,P.E. (Submitted under NOA No. 03-0910.01) Ma uel P:C. ProductCont 1 Exa finer NOA No. 17.26 Expiration Date: November 06,2018 Approval Date: September 19,2013 E-1 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by Al Farooq Corporation, dated 12/12/11, signed and scaled by Javad Ahmad,P.E. (Submitted under previous NOA No.12-0223.41) 2. Glazing complies with ASTM E130044 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to EX DuPont DeNemours&Co.,Inc. for their"DuPont Sentry Glass®Interlayer"dated 05/26/10,expiring on 01/14/17. 2. 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. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest,dated 12/08/11 and 06/05/13,signed and sealed by Javad Ahmad,P.E. (Submitted partially under previous NOA No. 12-0223.41) 2. Laboratory compliance letter for Test Report No. FT1-6236, issued by Fenestration Testing Laboratory,Inc.,dated 06/15/10,signed and sealed by Jorge A. Causo,P.E. (Submitted under previous NOA No.12-0223.41) 3. Proposal No. 09--1583 issued by Product Control, dated 11/23/09, signed by Jaime D. Gascon,P.E. (Sttbm#ted under previous NOA No. 08-04X 7.06) 4. Laboratory compliance letter for Test Report No. FTL--5339, issued by Fenestration Testing Laboratory, Inc., dated 02/11/08, signed and sealed by Michael R Wenzel, P.E. (Submitted tinder previous NOA lVe.08-0417.06) 5. Laboratory compliance letter for Test Report No. FTL-5054, issued by Fenestration Testing Laboratory,Inc.,dated 10/03/06,signed and sealed by Edmundo Largaespada, P.E. (Submitted tinder previous NOA No.0"308.05) 6. Laboratory compliance letter for Test Reports No.'s FTL -3810, FTL--3819 and FTL-3808,issued by Fenestration Testing Laboratory,Inc., dated 05/16/03,06/09/03 and 05/14/03,all signed and sealed by Joseph C. Chan,P.E. (Submitted under previous NOA No. 03-0910.01) G. OTHERS 1. Notice of Acceptance No. 12-0223.41, issued to ES Windows, LLC, for their Series "1500" Aluminum Fixed Window - L.M.I., approved on 05/17/12 and expiring on 11/06/13. Manuel r P.E. Product Contr6lfthminer NOA No.63-0617.26 Expiration Date: November 06,2028 Approval Date: September 19,2013 E-2 r MAX. t2'WX FRW ENDS A HEAD SIU MUNM ) . } Gen • O i n w u ra I � WINDOW WINDON w WAIN / y f3 I 44 3PO-WIN=wm 4W ioll P 1 1 I 1 TYPICAL ELEVATION a t SERIES-1600 A•TMNLON FIXED ti��OW Wlttt H APPROVAL APPLIES TO BINDLE UPITS OR SLOE BY SIDE W� On COMBINATIONS OF FDtEO/FAIED OR Fl(ED WITH OTHER MAMI-DADE COUNTY APPR'D WINDOWS USING MIAMI-DAOE COUNTY _ aclawim APPROVED MULLIONS IN BETWEEN. — I LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL R6IIIAj,.I.AAi Wal.APPLY 1T) ENTIRE SYSTEM. ArrePfAA�Na I do I 1 y 1 DESIGN LOAD RATING FOR THESE WINDOWS TO AS PER CHARTS E I°S�'DA� OIS zar I Dy SHOWN ON SHEET 3. e THIS PRODUCT HAS BEEN OE me TESTED TO COMPLY WITH THE REQUItEMENT3�'THE FLORIDA BUILDIVD COOS BNCLUDING HIGH THESE WINDOWS ARE iTATfD F�IARGE BC SMALL.iWSSILE H6PACT. moon lomm MOM WIN�W W7D7t1 —— m HURRICANE ZONE{HVHZ)•' SHUTTER$ARE(QQT'+ }G. WOOD euacs BY oTHESL�,MUST �ANCHORED PROPERLY To TRANSFER ;�tirp• — — LOADS To THE STRUCTURE. ANCHORS$HALL SE AS Lam, SPACED AS,MOWN ON OETAIIA ANCHORS EM�OMEPft TO RASE MATFZNIAL s'ALL aS WALL Daum OR NuccD. � ANCHORING OR LOADING CONODTONS NOT SHOWN IN THESE DETAILS ARE NOT PARI'OF THIS APPROVAL: i 4, A LOAD DURATION INCREASE IS USED IN DESIGN W ANCHORS INTO WOOD ONLY. I`• 'r �.; dr0wfne �• ALLOWABLE LOADS FOR ALTERNATE SHAPES AS MW ABDYH OR sMI�AR CAN f MATERMLS INCLUDING BUT NOT UNITED'M sTE 50110%THXT M��.tt {�}�,ay1';`• I ' W03--57 VERO BY WSCRIBDIO PCFURE WINDOW SHAPE WITHIN SQUARE CR RECTANGLE AS COME INTO OONTACT MM OTHER OISSIBLAR MAAM"OWL MEET THE iiC 4a1��`r` SHOWN IN DOTTED LINES AND OBTAI•IMG ALLOWABLE LOADS FROM THOSE SWMREQUNMENTS OF THE FLORIDA BLOC.CODE SECTION 2003.8.4. `II;{I:� ,: 6ttflet of 7 4 1/8"ANN.MASS QQ. SIIMONE SNX)w 08D"9QTEWAY£R F DOW CORNNIG 789/983 OW COMM 798/883 iron BUTACITE PYB BY'O!lPONI' ' Z 1/8'ANN.GLASS }„ Q DOW 0 799/9a3 C F B UHMM FOAM TAPE 6/18" LAM, GLAD 7/18" LAM. GLASS Q ALR: GLUING OPTIONS 8 SQUARE BLAZING STOP CAN BE USED WITH ALL GLASS TYPE 'A' CLASS TYPES SHOWN ON THIS SHEET. l 3/f8"ANN.CLAW 3/16'ANN.MASS � { JW WTEMAYEM OW MTEM AVER 9� S17RRYDUIS BY'DIk+OM' WYAMM PVB BY'DUPONW � f 3/18'ANN.!LASS 3/18"ANN.GLASS �CONNING 75/983 Dow CGRNRIG 705/w 'ate F �� — OPn' I! 'a d 8 8 GLASS TYPE V GLA138 TYPE 'Bi' 3/18"HRAT STREN'D.GLASS 3/18"NEAT SYPMM GLASS 8/34"NEAT STRHN'O.MUSS .DOW tNTEMAYM AW Wr MAYER .LSO'INTERLAYER Sl7JTRfY18 BY'OtD�ONT' BUTACITE PVB SY'DiiPONT' BDTACD'E Ptl9 8Y'UUPONT' Tt4DDCPRMelEtYBEr 3/18"t9�AT SiREA}D.GLASS 3/18"FHAT STREN'O. 1/4"HFAT STt&31'O.6IASS 9% SB.H311E SILCM smomm 4 ePLaneePM i DOW to INO 79$/8$3 DOW Comm 789/ DOW CDI>(ONG 789/883 "N Bak m v a m B R S FOAM TAPE & rQAM p W03-57 GLASS TYPE 'C' GLA138 TYPB 'G1' GLABB TYPE 'OB' t `',�f..: sheet oI 'd'tif'.O�R DHBION LOAD CAPACITY-PW DESIGN LOAD CAPACITY-PSBy ANCHOR TYPE A'&'N ANCHOR TIM 10'&'N ANCHOR rm A'&`N ANCHOR TYPES V&' KM TYPE I am,frm em RYPSO' mm m OLABB?YMaimTym BIAS TYPE GIM TYM MM TYM d[A88 TYPE OLM TYM MM TIM WINDOW Di A' '8'a'BY C'.'CI'&W 'A' 'D'&'BI' N.'CP&Ice WINDOW Dwm A '11'&'Dl' to"Ce&'171' 'A' '11'&'81' 'N.191'&'+JS' HEt9M EXY4+) INT.(-) M.(+) IN,(-) FJtT,(+ IN," EMM 1MT -) Du i) IM.(-) off(+) 1M-) WMH M04 W(+) iNT.(-) F%1.(+) 1dT.(-) M.(+) 114Y.(-) EM.(+ IOU-)I EXT.(+) iH44» pgi+) lmr4-) fe° 70A 70A 70.0 804 7010 80.0 70.0 704 Tao 50.0 7010 80.0 18" 70.0 70A 70A 9010 7010 69.0 70A 7010 70A SOA 70A SO.O F 24° 70.0 70.0 70.0 72.0 70.0 724 "A 704 70.0 SOA 70.0 80.0 24" 100° - 704 72.0 70.0 7210 70.0 MO 70A E0.0 . 30' 87.8 87.8 87.0 57.8 57.8 874 70,0 70.0 70.0 8010 MA WA 87.8 87.8 - no 0010 38° 48.0 40A 48.0 4810 4&0 48.0 7010 70.0 70.0 20A 70.0 8" JB" _ - - 48.0 484 - - - 70.0 80.0 t3 42° 40A 480 4&0 480 4&O 48A 7010 7010 7010 SOA 70.0 80.0 1G" 68,2 60.2 7010 SOA 70.0 BOA B8.2 88.2 7010 SOA 7010 80.0 $ 40' 4" 48.0 48.0 4810 48A 484 7010 70.0 70.0 00.0 7010 O0.0 24' fes° - - 70.0 720 700 7210 - 7010 mo 70.0 a" h 64' 48.0 4&0 484 48A 4010 48.0 70A 70.0 70.0 80.0 70.0 80.0 30" - - - 879 57.8 - - - 70A 004 i680 60' 4&0 40.0 48.0 48.0 4OA 48.0 87.3 87.3 7010 90.0 70.0 OU 38' - 480 I 480 10" 70A 700 7010 SOA 70.0 SOA 704 7010 7010 800 70.0 e0A ��W 24" 70A 7060 7010 MO 704 7210 70.0 70.0 7010 SOA 70.0 800 D�/DN LOAD CAPACITY-PW V TY b¢YTT O TYou 30' 67.0 87.6 579 579 .87A 87.8 70.0 70.0 70.0 SOA MO SU ANCHOR'T7F�'A&'C' ARCHON Oa 'B' 'C' MMMTMld+» PSB 91 / 88 PE J9 41r48.0 48.0 4&0 411.0 4010 484 70.0 70.070.0 80.0 70.0 SOA WINDOW DWS. A' '8'&'BI' 'N.W&'C2' 'A' 'B`&`81' 'N YP:' 42' 41.1 41.1 41.1 41.1 41.1 41.1 604 OA 70.0 9010 7060 110.0 yam I MEMW EXT-01 IMM-) EM.(+)I IWA- 21K INT-(-) W.(+) INT.(-)I ERT+) Ing--3 I EM.(+)I LAA.(`) 48" 38.0 36.0 380 MO - - MO 004 704 804 1S-1/8' 70.0 70.0 70.0 1 20.0 70A 8010 7010 70.0 70.0 - 1 7010 004 _ 84' - 384 384 3116 38.0 - 70.0 SOA 70A OU 28-1/2' 7010 7010 7010 I BU 7010 80.0 70.0 70.0 MO 904 MO MO, � E 80' - - 3810 38.0 3SA 30.0 - - 7010 50.0 70.0 6010 37' 29 889 68.6 6010 B" 889 88.6 70A 70A 70.0 SOA 70.0 SA F 18" 70.0 70.0 70A 90.0 70.0 80.0 70.0 7010 70.0 SOA MA MA ,1• so.0 08,6 Ka 869 68.8 889 704 7010 70.0 SOA 7010 8" 24' 704 70.0 70.0 72A MO 72.0 7&0 TOA 7010 80.0 70.0 80.0 63-1f8' 889 8&B 88.6 08.6 8&6 88.8 7010 7010 70A 90.0 700 WA 30° 67.8 87.5 VA 679 879 07.6 70.0 70.0 70.0 900 70.0 BO.0 19-1/9 loo 70.0 70.0 00.0 7010 80.0 70.0 704 70.0 90.0 70.0 8010 39 48.0 49A 46A 4810 4810 4&0 67.3 073 MO MA 70.0 SOA 26-1/2" 652 00.2 06.2 06.2 68.2 8&06 70.0 7010 70.0 OMO 70.0 WA (� V>-. 42" - 41.1 41.1 4t.1 41.1 - - 70.0 1X1.0 70.0 00.0 97' 38-J/8' 98.7 4&7 48.7 4&7 4&7 4&7 8&1 88.1 70.0 8060 700 a" �,5 M 49 - 36A JOA 38.0 3010 - - 70.0 90.0 700 mo 48r 411.0 4$.0 4&0 464 4&0 4&0 G&7 86.7 7010 90.0 70.0 00.0 64' - - - - 32.0 32.0 - - ^ - G22 71.1 WIN 48 0 46 0 48.0 4610 45.0 4100 85.7 68.7 7" =0 XO 00.0 ORE 60' - - - 2&B 28.8 - - - - 504 84A 15-1/9 70.0 MO 7060 9010 70.0 S.0 MO 70.0 70.0 900 70.0 BOA 3Q f6" 704 7060 704 80A ,7010 60.0 70.0 7010 70.0 800 7010 8010 28..1/2• 65.2 GB2 66.2 86.2 G" 062 7060 70A Tao 900 70.0 8010 24" 7060 704 70.0 720 70.0 72.0 MO 70A 70.0 SAO 70.0 GOA 37' 50-5/e' 4107 4806 46.7 40.7 40.7 40.7 6&i -1' 70.0 50.0 7010 8010 30' 67.6 87.6 07.8 87.6 879 879 842 64.2 70.0 80.0 70.0 80.0 A8• - 38.0 ' 0 J80 36.0 - 700 a" 70.0 60.0 SS12C' 39 - 48A 48.0 4&0 4SA - - 7010 0&0 70A 80.0 63-1/9 - - 30.1 39.1 34.1 34.t - OSA 853 80.4 78.5 062` ° - 41.1 41.1 - - - 70.0 110.0 10-1/8' 70.0 70.0 7010 50.0 70O 00.0 70A 70.0 70.0 90.0 70.0 80,0 '� - - - 30.0 3" - - - 70O BOA 20-1/Y G82 85.2• 80.2 66.2 G8.2 08.2 70.0 704 7010 SOA 704 8010 64" - - - - 3910 32.0 - - - - 82.2 71.1no GOP - - - - 2" 26A - - - 0&0 84.0 37' BB' 4&7 48.7 45.7 4&7 46.7 48.7 8&1 8&1 70.0 WA 7010 a" 3&0 3a0 38.0 J0.0 - - 7010 50.0 70.0 110.0 19 7010 70.0 704 004 7010 S.0 70.0 70.0 704 SDA 7010 SMO 48° - _ - - 329 32.5 - - - - G3.2 723 24" 7a0 70A 70A 7210 7010 72.0 700 70.0 70.0 Sao 70.0 8%0 SJ-i/8' f9-1/8' 70.0 70.0 70.0 SQd 70.0 80.0 7010 70.0 7010 500 70.0 �.0 JD" 84' - 57A 67.8 579 5710 - no SOA 7010 aA 28-1/2' '� 8&2 652 OSR 88.2 88.2 OU 70.0 70A Tao 00.0 7010 8060 C b air - - 4&0 4010 - - 70A a" S as S - _ 4&7 40.7 4&7 48.7 - 7a.0 0&0 4Y - 41.1 41.1 700 804 C w�> - - MO X0 - LML 0 g 49 30A 3180 70.0 8010 324 32.6 G= 72.3 18" 70A MA 70.0 0&0 70.0 su 70.0 704 70.0 90.0 704 80.0 18-1/8' 7010 no 70.0 110.0 70A 8010 70.0 7010 MA GEA 7010 110.0 24' 7060 MO 704 720 704 724 7010 7010 7060 9060 7010 800 ' 28-112' 682 86 2 882 882 88 2 86 2 70.0 7010 7010 90 0 �A 80.0 SO' - 870 07.8 579 67A - - MO 9010 70A 8010 _ ^ 3r �° 4&0 48.0 7060 110.0 37' M-1/4" 46.7 48.7 48.7 W 7060 50.0 704 8060 .18• 3810 36.0 - - 7010 6060 42" - - 41.1 41.1 - - - 7010 80.0 }23,,,1 - - - 32.5 32,6 49 .. - - - WA 3010 - - - - 7010 GOA W - - LW4 70.6 70.0 70.0 0060 70.0 f.0 70A 70.0 Tao Sao 7010 BOA . - 7010 72.0 7010 7210 - - 70.0 50.0 70.0 89.0 ` 1ta1 R619B1 �• 1• tI 879 5710 579 87.6 - 700 00.0 7010 BOA1.170A BOA ��- - 41.1 41.1 - - - - 7010 �A � $� %y 1'10 � 4. ti• drawing no. NOTE- MASS CAPLfIFS ON rns SHEET 0606E AM' W03-57 EASED ON ASTM E1300-04 (3 SEC. OUSTS). 1�oT11 AND oR AS SHM'8>m 9nemt 7 WOOD BUCKS AND ME'T'AL STRUCTURE NOT BY E.S. WINDOWS, %,U MUST SUSTAIN LOADS IMPOSED BY OLAZWG SYSTEM t8Y FOR AND TRANSFER THEA?TO THE BUILDING STRUCTURE. � d i v' 4•y' ;', .' MIXTYPICAL ANCHORSsEE a v.Fm SPA" ti• .d ° a ° e e• TYPE 'A- 3/18" 01A. LTRACON BY 'ELCO'(Fd=177 K91,"155 IGS) s•• `p_ INTO 28Y WOOD BUCKS OR WOOD STRUCTURES :,�.•,�•,• JG t-318"MIN. PENETRATION INTO WOOD � TRW 18Y BUCKS INTO CONIC. OR MASONRY ® 4 1-1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONIC, OR MASONRY n 1 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 3 oPTmAg d 11'RCAt,pNCdlOR3 ,3/18"TEKS OR S�F ORFLIING S (dRADE B Gib) � rfiWAL AKHOR3 y FFR STEEL 2 INTO METAL TN..(Fy o 38 KSI MIN.) y��l ALUMINUM : 1/8- THK. MIN. (803-75 MIN.) MWM-ADE COUNTY APPWM (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) MUUMSEE At�7E'IOAKOA ANC TYPE •B, ' ' (F"177 W Fy'•'185 KSI} " STRUCTURES 1-3/8- MIL PENETRATION INTO WOOD TNRU 1BY BUCKS INTO CONC. OR MASONRY } 1-1/4- MIN. EMBED INTO CONIC. OR MASONRY ' DIRECTLY INTO CONIC. OR MASONRY .r�j��K 1-1/4- MIN. EMBED W $TO CONC. OR MASONRY !o _ ya' WPM Atm $j4 mug OR SELF ORILLNG SCHM (GiAOE 2 C" rn WM 7W77yWWW}}}} �Sp INTO METAL STRUCTURES Fi STEEL : 12 OA. MW. (Fy - 38 KSI MIN.) ALUMINUM : 1/8' THK. MW. (8083—TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE 'C'— 910 sms OR SL+tf DRIL_I a (GI W 2 GG) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MW. THK, - .080') fg a_ANCHOR EDGE DISTANCE INTO CONCRETE AND MASONRY w t-3/8" MIN. INTO WOOD STRUCTURE m t'MIN. INTO METAL STRUCTURE . 1/2" MON. HEAD, SILL CR s FOR C-90 HOLIO�/ALLEO SM AA Wn AT JO fin PM WN- 3 2 ALL JWNTB AND FRAME CONNECTIONS SEALED WITH moa m WHITE/ALUM COLOR SAICONE. b4in 4W.01 R1T108>iA S �� `. � . a r., 4. � lagtwttMt9et4 1 •r'y'' 9a � «stoll&1 � $ $ S :.5.• .4. ••9 .4 I d. y. !70I�I11� stI � ,.. „d d• d 1 '"trL Aru2�ats 'O..,. •., +« reor� X13 M.. •p i $ 1 S6E ELfY. 'r• o.. 1• a g Date i8 D �~'�t: d�Y)/��tir2tg no. .. $ .a FOR SPAGIIO -r 'r V I Ye03-5q ~4 7 f ImBM PA6C 9 QOAH4MY DBBCRmP1mmF btATBB1AL HAtIF'./SDPPWBD/BP�IAR� 1 ESBO01 4 WOW FRAME 8083-M - 2 Lot= OVINA . WMm BTS+ 8003-70 - 8A E'SI103 4/MW. mAZOW SW(8/18"CLASS) 80m3-Tb - 2a ESIat7 4/WDFF. tDAZDto srm+(y/ts'mass) a�s-ra - 3 Eum 4 FRAME COVER OP 0863-75 - 4 d8 X I° AS REG. ASSEMY SCREWS CAB PRH s . 6 27-372 2/LINE SEttmO am EPOM TIB'X 3/18'X 3-m/2°toND 8 EBm010 OPTOM mAZIHD WWF son PVC DLR01EfER 70 SFWRE'A 6.1 ESWO OPIMM OVDJRO WEDW SOFT M DHt�MM 70 MOIRE'A' • BA 27-428 4/W= GIAMM GASKET EFL03 DugOtom 80 som'A' TYPICAL ADXOAS 7 E518s FLUSH FRAME ADAPTER �3-TB �1TONN. 8&31 SEE ELEV.FOR WVMW Q 1/4'Np1G m/4"MAX SEE El".FOR S1ahW T O 18Y 1/4"MAX. W=D SIX" f00M 3 •• f., Sm TYPICAL NNW" SEE2 a". EXTEMOR r 0.1. _ 'RODUCI'R@N�{48� a4nfd,�►�w,iGdaPte�Os e� AfceAteeca No uw muem wom Ivm swum Wrom a Em Ptmida j '�• .j,� draWttlp no. • oto:-•' � vias-s� .•.;Fdu:d• CSI} 1330 p AN(5l0� -EUXFONSPACH40700 '� IAL b1ULLI0N& ANCHORSswacm1 082 e v,e' L:�Lsm,c SEE SEPARATE NGA f.000 Ed'OD .81 .837 ,p 1.+.. t 1.130. (1 FRAME SQUARE GLAZING STOP A a T. O67,s4a7 O E "AWHOMRS GLAZING STOP it (OP9TONA1.) SQUARE OLAZU+Itt STS as3 ALT. . .677 937, s0 7 FRAME COVER (OPTI(M) .328 �a4 643 U A ` T • A. OakdIMR.P.MW p O GLAZING WEDGE (OP)ZONAL) O E SCALE i:t 9tOD1)CTRE N lVkB. gg gl Svf ft yingtadh the FTo4tm S 8 Q e 2/ Ampt m N GC tli No Aceaplsecelumm JIM � SSqq a.a66 meow ADAPM A('ATION DBT FLUSH FRAME R 7 FLUSH FRAME ADAPTER � 7 INS � t°'tt:ltr.rr p :• 1.788 < ALT. 'y I � � •,•'• I�V��f g7� � � � No 0.142 .126 °; °.•. b a tf. (Vawing . IID. Ail ;r• W03, Z ALUM GARNER EOCIt � FOR SPACING �.; shN of 7 - 16083-T6 .a•PostltlNll ' 4 4 F FIs,SFW i iV g A-A A90sm __ �� , %C� 7Yp(GPt .ORNEKD&TA iRZE B 1rOa Bdy (g On W 4�1?tt`bf 7d= xatrtsan s � �; owyud�,�ammori>fla � � O drawl m. �r W03 57 ,ti'. ii`•. �,•••' soot lot MIMI®� MIAMI-DARE COUNTX • 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 LAQWTANCE OA www.miamidade.gov/ecouamy ES Windows,LLC 10653 NE Quaybridge CC Miami FL 33138 OPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building DESCRIPTION: Series"S--5000"Outswing Aluminum Casement Window—L.M.L wing o. W08 , titl Series "S-5000 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 10 of 10,dazed 01/23/08,with revision C dated 02/20/12,prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami—Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miam—Dade MISSILE IMPACT RATING:La a and Small Missile Im 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 daze 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 renews NOA#12-0223.44 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.1240820.06 Expiration Date: April 03,2018 Approval Date: Noveunber OS,2012 t Page 1 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBA Tl TED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W08-0S, titled Series "S-5000 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 10 of 10, dated 01/23/08, with revision C dated 02/20/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,Type`B"Window,Grade:10, per FBC 24113.2.1,TAS 202-94 and per ASTM F 588-07 along with marked-up drawings and installation diagram of series S-5000 outswing aluminum casement window,prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FT"294 and FTI -6295, dated 02/25/11 and 03/16/11, both signed and sealed by Marlin D.Brinson,P.E. (Submifted-under previous NOA No. 11-0419.01) 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)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,Type"B"Window,Grade 10,per FBC 2411 3.2.1,TAS 202-94 and per ASTM F 588-04 along with marked-up drawings and installation diagram of series S-5000 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5336,dated 11/16/07,signed and sealed by Carlos S.Rionda,P.E. (Submitted under previous NOA No.08-0204.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, and prepared by Al Farooq Corporation, dated 04/06/11, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. 11-0419.01) 2. Glazing complies with ASTM E1300-04 Mame P Product ContrqrExam1#r NOA No. .06 Expiration Date: April 03,2018 Approval Date: November 08,2012 E-1 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMT D D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to EZ DuPont DeNemours&Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC 2010,dated 02/21/12,signed and sealed by Javad Abmad,P.E. (Submitted under previous NOA No. 12-0820.06) 2. Laboratory compliance letters for Test Reports No.'s FTL-6294 and FIT,-4295, issued by Fenestration Testing Laboratory, Inc., dated 02/25/11 and 03/16/11, both signed and sealed by Marlin D.Brinson,P.E. (Subnddted under previous NOA No. 11-0419.01) 3. Laboratory compliance letter for Test Report No.FTL-5336,issued by Fenestration Testing Laboratory,Inc.,dated 11/16/07,signed and sealed by Carlos S.Rionda,P.E. (Submitted under previous NOA No. 08-0204.05) G. OTHERS 1. Notice of Acceptance No. 12-0223.44, issued to ES Windows, LLC, for their Series "S-5000" Outswing Aluminum Casement Window -- L.M.I.", approved on 05/24/12 and expiring on 04/03/13. Manuel pezad P.E. Product Controxa iner NO Na .06 Expiration Date: Apri103,2018 Approval Date: November 08,2012 E-2 S11FFACE APPLIED 3, 3' A OPTION& A biI CAM LOCKS Mn POINT LOCK 1 (Z)LOCKING POIRTS ALL S¢Fs LMINO POINTS 3O^ SEE r o/e° so 8/e° r D L WOW.HEIGHT NO.OF OP6 L OPO 351/4- n ummo SASH 35 7)W ,,y 4 VENT WIDTH 9 vralr wrtr WIDTH 4 s0° 3 37* 4 74° 76 8 sn+tcl.>P hO poulil,E (xxl �Iz TYPICAL SUMMONS SERIES 5000 ,gLxrMsw M nrlmc NG CASEMENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEEP 2 kil APPROVAL APPLIES TO SINGLE OR DOUBLE WINDOWS OR SIDE 8Y SIDE COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH SERIES 6100 FIXED WINDOWS USING MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM CASEMENT WINDOW. FIXED WINDOW OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. yI� ^ THIS PRODUCT tus BEEN oEFED AIS TESTED TO COMPLY WITH THE BeM yloeIRm11� �1S THE FLORIDA BUiLDIN6 000E INCLUDING FgGH YELGCrrr 4eNe <m 0 HURIOCANE ZONE(HYF1). Ot/e IB THESE WNDM ARE RATED FOR LARGE&SMALL MISSILE IMPACT. WOOD BUCKS BY OTHERS, MUST K ANCHORED PROPERLY TO TRANSFER SHUTTERS ARE NOT REOUM: LOADS TO THE STRUCTURE. M AKWt AFKA{ORS SHALLBE AS US .SPACED AS SHOWN ON DETAILS,ANCHORS IO BASE MAIEDWHAL SHALL K BEYOND WALL DRESSING OR STUCCO. P }Sy ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE pamoormmm NOT PART OF THIS APPROVALs $ d A I=DURATION INCR�E 6 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 01� S 3� $�0�2 ml no. MATElftS INCLUDING Bur NOT LIMITED To METAL SCRm THAT COME INTO CONTACT W0H OTHER DISSIMILAR MA SHALL MEET THE REQUJIM ENIS OF INE FLORIDA BLOC.COIF SECTION 2MAL4. O ISM 140 o6PAaer-PW ME(H)mm O MN IMP CdPAO W-PBr MR In MM mm em Loom on"arra mm POW Lem sera um ea m IN um mw>= am mu 0488 TM sum wm mm TYPae atam T7P25 OEA25 TVPB I CIA=TVPHa WAM TVP® ae4Daa D= A.IL a a.a r le gr le,V.W,Ir mmoa Dom a a a D.H,P le 'a° 1r,W, s',ro• W" HOW MO tenA-) W0) 104-) on+) 1Nr4- 6n.(+) tar.- 6D)N Now ernA+) tNr(-) exrd+ "a4-)ELo trn(- EST.(+ tart-) 10-1/6° 66.0 00.0 mo 08.0 me Mo 9010 90.0 3r a" no a6o I 860 BOA eao wA 900 '26-1/H' 2, 660 86.0 no 6810 no 9006 9010 9010 63-1/B' 8810 88.0 �A p.0 BOA 90,0 0D.0 9010 1 gRir 37' 860 a6A 88.0 88.0 wA BOA w10 90.0 7r a" 860 86.0 6810 900 wo mo 90.0 4r 8606 BSA am86.0 9010 960 no 90.0 or 25.0 MA B6A ao wo 9010 9DA 00.0 0619-1 8610 884 860 860 90.0 wA wA no 37° 80.0 860 BBA 669 80.0 90.0 ODA "A !lkrrr -t-r-y i 6810 a.0 W.0 wo 90.0 9006 8J-1/� W-31, 860 B60 8810 8810 BOA 9010 9010 BAO h �31►"''� 83A �.0 88.0 860 &IA no 9010 p o 74° BAO SA 88.0 880 solo au 90.0 MO 660 B6A wA 860 a" 80.0 61 BBA 8606 860 aha 90.0 no 960 2" 19-t/6' m0 88.0 8" au 80.0 9" 8010 90.0 3Y 860 8810 8606 0.0 9010 80.0 90.0 90a p 28-1/9- 68.0 860 860 BBA 90.0 90A ODA 00.0 660 8610 g.0 no 2" BOA �W 37' -6� a" OLD aA 860 90.0 00.0 9010 o60 ' E "A B60 Boo BOA no no �' 8606 86.0 8610 filo 90.0 Boo wA wA B4• 860 B6o BBA 860 9060 wA no 90.0 19-1/ar 860 860 86A au 2" o0A ODA 9010 3r 6510 aA no BLO Boa OU OA no 25-1 (Y':7 a" an a" a" 2" wo 63-1/B' �, 7810 7&9 7100 7" Mo 789 7" 76.8 (�J no Q40 no no BOA no m0 wa 7•° 67.7 871 8706 W.7 6706 67.7 67.7 67.7 1 r - - - - _ - no a" 84° - - as Bae 37' - - - - 639 Sae . BB-1/7' 74-1/4' - - _ - - 90.0 WA 63-1/8• 74-1/4' - - - - - 47.2 47.2 - - - - - 960 wA 74' 4061 40.1 4r - - - - - 25.0 au Be - - 3606 3610 19-1/B' - - 90.0 9006 37' - - - M.8 8910 26-1/r 76° - - - - - - o0A wo B3-1/B' 78' _ - - - - - 43S 439 aa 1g 25- - - - - - - 684 864 74• SIA 372 m 94' 86.0 860 88.0 660 800 Bao 00.0 w.0 48• .860 88.0 88.0 an wA 90.0 0010 9010 loi W.41IL-Vh 2B' 880 8610 B60 864 90.0 IWO Sao as68' w4 ago 8610 au Sao 90.0 "A a" Q m se' BBA mo 6606 aeo wD wA wA wa a• 0660 a" 860 wo mo wA wo BOA 0. J6' 25' no WA au 864 a" 00.0 90.0 a" 72' 48• 6806 2510 a8A 860 Bao 9060 a" 900 40' 8610 8810 au 860 9a0 90.0 no w10 w' a" 66.0 8810 86.0 wa 90.9 wA 9060 � 12L4r 6610 86.0 86.0. am wA no w.0 069 84• no 66a Mo mo 90.0 90.0 w.0 no 24' 860 68.0 860 no a" no 90.0 0010 48' BBA a" 86.0 au 9006 wA 9.0 9060 1� 25' 88.0 no 86.0 no Mo 9010 90A 9" 88° a" 8806 a" a0A 90.0 90.o wA a" 98NB46 32' �, 86.0 au SLO a6A Boa wA 9060 90.0 64• =A as 86.0 860 00.0 960 w.0 8060 A !� 25' 660 86.0 a" 86.0 ma 0010 ow 0010 7r 84' OLD• a" ago a" 0.0 ow Mo "A 40' a" 860 aha 8606 wA oOA ow" no tw' a" 86.0 no ado 25.0 90.0 wA no 406' 8610 860 6610 8810 9010 9006 960 BOA er 860 8610 a" no no 9010 Mo MhW or 25.0 86.0 86.0 no 90.0 960 90.0 9010 48' MA a" 864 no no w.0 wA no w 8810 BBA au 8810 90.0 no wA wA 68' 860 88.0 Mo noR6" mo a" 880 3r er BBA 660 8610 a" no no wA wA 84' 793 7&3 78.3 79.3 7910 70.1 7063 � f6ete� 38' 88.0 860 no 25.0 wA "a 960 a" 7r 110' 7210 7206 72.6 729 728 729 728 > w 40• - - - _ .. - 9010 w.0 80' - - - - - dB.0 � � 4r - - - .• - - no 2" 84' - - - 869 682 4 w 8806 "a no 88.0 w.0 wa w.0 9010 48• 74A 7410 74A 74A 74A 74A NA 25' 8610 8810 060 a" wA 9" no 900 88' 661 661 88.1 66.1 aw 861 8613r 66' 8606 a" au 86.09" wA a" 9006 84' 88 7 B8.3 6910 683 8S3 681 6&7 NO : 36' - - - - - w' GLASS CAPAMES ON THIS SHEET ARE - 9010 wA 72° - - - - - 83S e32 40' - - - - - BOA 48 wA eor ,w,• • BASED ON ASTM E1300-04 (3 S . GUSTS) 24' - - - - AND FLORIDA BUILDING COMMISSION a" 90.0 48• - - - - - "A 048 DECLARATORY STATEMENT DCAOS-OEC-219 m u 21r - - - - 00.0 wA 68° - - - 494 486 3r - - - - 0010 Boa 84• 7r - - - - - 44.2 44.2 �� '3r w4 no 7r 402 402 �y, t w _ - - - - M AKWV ODA BOA 48' - - - - - - 4&1 46.1 Pg.[_79592'• S 25. 90.0 90.0 8B' - - - - - ata 41.8 ewe 3r - - - - - ODA no 84° 78' - - 372 37.2 4i 664 964 7r - - - 339 339 IPA0 TV drowklg no. W08-08 of 1/8"MEAT STMt MASS 1/8"HEAT MM-0 MASS 090 IHTEF AVER .080°MITEIBAYER BUTACRE PVB BY'011PO SEN vc:BY'Oww* 1/8•HEAT STRWD MASA 1,a HEAT M M'0 MASS coRruMo 725/06.3 COIN c�rta�c+res/eat oSILICOiu 7e3 SS 11�'ii � � pg� GLAW TYPE 'b' GLASS TYPE 18' ALT, GIAWIG QTI:Ig THESE GLAZING STOP CAN BE USED WITH GLASS TYPES 'A'. 'B'. 'C' & 'O'. +� +N9 tAe'Ffell� 8/32"HEAT SF M'D Massy 8/32"MEAT SWWO MASS 4ocei�w� OR OR 8/32"•fENP.MASS 3r TES.MASS ' sy 1/4"A9t SPACE 1/4'AR SPACE 8/32'HEAT S mlo CLASS 8/92"HEAT SMWO CLASS 1/8•HEAT STREM'0.LASS i/8°HaT Srm-o. MASS 3i M .090 ROSUYER AW WERLAYEtt 0110 WIER1AVER .090'NTERMYER BLITACITE PVB BY'OUPONT' SEMTRYLBAS BY'O1IPOHT' 8U'lAf3TE PVS BY'DUPOPIP SEMIRYAlA3 BY'ollP0N1' ® w8i�tllsPlt�e a o 1/8`HEAT sil&M'0 1/8"HEAT STRENro MASS 9/92•HEAT STREMb OLAss 8/32•HEAT STREN'D(BASS DOW comaMo 7116/98yyy oowcowtnuc r99/99s coraa9ro r9s/9e9 oow rea/ees 11 • 11 +,�, t l � i t ��tt M SERMfO BWW AT MUL,I.M.MASS WTW CLAM GLASS TYPE 'C' GLASS TYPE 'D' MAN TYPE `E' GIA_ TYPE TO �LO G m u GLAZING OPTIONS � e NOTE: .qp pF a�gqq TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPES 'E' & 'F' MUST BE TEMPERED. dtearng no. ��2p12I W08-08 shy 3 of 1 • 1YKCAL V ANCHORS �' u sv.FOR u�o SEE ELEV a 19Y EDW 015T. wow HUCX 20Y EUCKMETAL i •d<, °4 e' 11/it7'e a G.o'�;• e •' .. STRUCTURE MIAMI-DARE COUNTY APPROVED STRUCTURE MULLIO° ` e: ° a ' a •' SEE SEPARATEARAIE NOA&MULLION Aim rS 1 T Q a Typal.ANCHORS SEE ELEV,MR SPACING 18 1a WOOD BUCKS AND LAVAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. EtEV.FOk SPACING 1/4'Flu to T uCm BY•'ELCO' IF.. m Py-1f18 ice) Q - D STRUCTURES E 1-3/8' MIN. PENETRATION INTO WOOD 00 TFm 1BY 8Ut3CS INTO CONC. OR MASONRY 1-1/4- MN. EMBED INTO CONC. OR MASONRY o DIRECTLY INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY A14 SAM OR SEW DRILLING SCREWS (GRADE 2 CRS) INTO MWMh-DARE COUNTY APPROVED MULUIONS (IAN. THK, m .090" INTO METAL STRUCTURES STEEL : 12 GA MIN. (Fy - 36 KSI MIN.) 1 19 ALUMINUM : 1/8'THK. MIN. (6063-75 MIN.) 8 8 (STEEL N CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TVPrAL EDGE $ a INTO CONCRETE AND MASONRY - 1-1/2- MIN. O Onoommumm INTO WOOD STRUCTURE - 11/18' MN. 8 mcml dw INTO METAL STRUCTURE - 11/16' MIN. - AcupftmNo CONCRETE AT HEAD.SW.OR JAMS re . 3000 PSI MMT. � C-40 HOLLM/FUED AT JAMBS Pm . 2000 PSI MIN. <m v '•. 4 °' Ba .e � . gj r � •I' i I d '�11¢�MYW q •• •'^ YYPCAL A 'TYPICAL ANCHORS - � 3� O�Z01� atrawing rm. REE E"MR SPAgNG E�OBT. SEE IS" MR SPAM b W08-08 suet 4 of 10 smm © 1/4-MAX. O �► .� Zai MY Bum F TYPICAL ANClt01v SIM M . ° CAlE FOR v 4 S 3 SUT Alm 4 0 SPASSl14 4 :l SnOXI D.L. 7 7 R6 Muim POINT LOCK OPTK)M CAM LOCKS OPTION _ Man SINGLE VENT WINDOWS Ile sm vwoo +!4'rix. " g4 3 > z SCREEN OPT. .'. TYP�M SEE .FOR$PACQQO v° 8 FORSEE RW.j g 1S 8 ,- EXTERIORAMCMM L i P vMmnl Itoomaram --$*mv*t*vftft a p_ �'�! DUAL VENT WINDOWS N0 .44 s m u as F( y 'flA PE 70Q92 S C 00 Z01'L �1 drawing no. woe-08 suet o 7 Amu SEE E FOR SPACM ,YPOL ANCHORS ION-am APPROM SEE E Etl.FOR SPACING.• .' ► ' e. SEE °sEP"A�w�tE FRfA ANCHORS e h ALT. nS 3 66 SM MEV FOR SIFACIMNG We►Nx.' ALT. a` • • � offmo fAdftcodg � a 9 swkht(eFLeldla Due WPM ALT. . SEE Fttw FOR SPAMO 1.44 ••►•'.D•-.• •, •.�• •V • ,Fur"^ s y MIM ANCHORS dfOW(flg ew. SEE a", FOR SPAt�10 INSTALLATION ETAIL3 WITH i1QH FRAMF. enApTRR �d08�0$ • et o 2.128 F2: .814 3.030 T2.5130 ' A82 .set t a 3 4 FRAME Sae # Lm— .052 837 1.878 .3aZ y�e MAZWO STOP (LAW GLOSS) .r .720 .135 .sae 5 e 7 a YEAR ,.083 fz$S 3AM GLAZING STOP (INSUL IAM. GLASS) 1+1 .147 ,BM �+ m 1.oe5 L � tgs 2.125 Asap �3 Asa A .2aoC16. 2.oa3 Mas GLAZING STOP (LAM. GLASS) GLAZING WEDGE ® FLUSH FRAME ADAPTER Q Q ® IST tA00 tA00 � mFterMs ,.o30 A00 Zoj3 <m .128 .125 .ta5 rro>•Ct1 oPnoNaL &M 3*L[U] 2.780 1.844 2.000 1„ I 01�1�1 yg� .185 SITdrOwG�g fa0. , X 3 1 X 3 ww— Q IMPOST STIFFENER Q cUsTOM MUL.UON STD. muluGN 24 MULLION CUP t 7 of I771M PART B OttMQTlTY DaBCSPTION MA1BR)AL MANF./SUPPLT8R/001AFAM 1 (89007 t FRMS HEAD 6063-T6 - A� 2 E85001 1 FRAME SU 8083-rs `Y 3 Eum 1/VENT FRAME JANE-How WE 6083-T6 - z 4 am"t I/VENT FRAME JAMB-LATCH SIDE 6063-T6 - a 5 mum 1/vENr vE4r Top wx 6O3-16 - 6 E85002 1/VENT VENT 00718M RAR 60x3-T8 - 7 i/vt6uT 1lEKT SIDE RAR-MINOE WE 8063-T6 5 MM 1/VENT VENT SIRE RAIL-LATCH EDE Go63-T6 - a E86004 2/VENT SNIRBER3,2-1/2°LONG 8063-T6 - ICA E8/103 AS REDD. MAZWO SM(LAM.MM) 6063-T5 Ice - AS RECD, 0lArM BAD(MML LAM.GLASS) 8053-T5 - 1oc ESto06 AS RWD. GLAZ=HEAD(LAM.MAW 6083 TS - 11 27-425 AS RM. I GLAZING BASKET EM DUROMETER 8C 81 'A' a0 IIA Es1010 AS GLAD. GLAZW WEDGE SFT PVC mmmmm*65 'A' 12 - AS RIM FRAim&VENT AssDmr SCREWS - 010 X 1-1/2°PH 5118 g� 13 - 2/SNUBBER SNSER INSTALLATION SCREWS - 0a x-t/2°PH so � li TPE AS 14 0 .'1 902 REQ. CUTER�M(POCK BAS, BULB C WIROY&TE1t SHdtE'A iii 15 cam AS REOD. 0068 WEATHERSIRGPPING EPow DURDMETER 00 SHORE'A _ 16 PJM-88 AS REOD. AGER LOCK SL STEEL SULLNAN&AssMATES 17 30185 2/vEKT 4 BAR F HEAVY MW - 78M HAS is - 3/HINGE HOW MOUNTING SCREWS AT FRAME - 010 x 1/2°PH SMS TBA - 4/Him HIND 1ADUiKm saim AT vt04T 010 x 1/2-PH 8115 a 10 23 1/VENT SNot.E AR41 AERATOR(AT e-i/2-FROM ENDS) - TRUTH H 4m - 4/OPER. QPBWM t0M1MG SCREWS 010-24 X 3/6°po so 21 30175 1/OPER. T3-3/4'ZOIC TRACK Sr.STEEL TRUTH HARDWARE m 4 22 - 2/TRACH TRACK MOUNTING 13CREW3 - 010 x 3/8-PH SS So tp 23 AS mm 1X3 cam-MUUAN 6o63-T9 - �tp 23a - AS REQ. 1X3 STAN MUL MN 0053-TS - 24 - AS REDD. MUUM CLIP 6083-78 - g 25 - 2/UTE SEM"MACK,a/16°x 5/6°x 4°LONG EPOM 4 5°FROM EACH END.DUROMETER 6515 26 - 6/LRE TAPE SJVM(1/4-X 1/27 FOAM AT 6-FRCA GCA68 EMS_ p`V 30 - OPTIONAL. 9/16-BOX�REEK - lV 33 096008 2/11M AMR SW SKATE.2°LONG NVLON/RECON M&M PLASTM a Vl vJf 34 - 2/SKATE SKATE MOM=SCS - 06%1 2°PFN ' 36 Eum 1 IMPOST 8063-T6 4 1 37 06'6010 AS R0A RIPCST STIFFENER 8083-TO 45 CLOt-0500 - MULTI-POSE UICK MECHANISM IFAS UDCK O 46 - - LOCK FASTE4ER PLATE 47 - IUM LOOT FASTENER SOWNS TFINFM FORMING 45 XQI-2250-XXX STOP ON COVER wPlutlBS 50 1-R - - GUIDE ACETA.) - � • 4 61 - KEEPER( r p LOCK VAR(304 EMS 53 Es-5017 AS TEDD. FLUSH FRAME ADAPTER BO63-75 opmNu CLL FRAME AND VENT CQRNERS AND INSTALLATION SCREWS - 54 - i/VENT LaGaNG FLANGE ALL SULLIVAN&ASSOC. SEALED WRH CLEAR/ALLUNUM COLORED SEALANT. m u 55 - '!/vm LOCK=CAN(AT ll-t/2°&50-1/2'FROM BOTTOM) 9ULUCAN&ASSOC. 56 - 2/LOCK LOCK MDUAVING SCREWS 08-32 K 1/2 PH MS 57 EM13 1/VENI' L HANOLE/C NI CONNECT0R - 1/4°s i/2-AUS&BAR ,g4.J4 65 088011 Z/BAR C CTOR SCREWS - ILA-P9470IW42 Ss C8-a00iC-9s 2/PENT tH EPEA9(AT 12`&81°FROM BOTTOM) ST STEEL St1LIM&ASSDC. 8 8 1I 60 2/KW`ER NEEM MOUNN SCREWS 1010 X 31r PH 8169 ®g 2012 droWIng no. W08-08 :tet a.t FRAME CORNER a drawing no. iMposT cpRNE PENT CORNER Og�12 W08-08 8 W08 T EWWI UM CAAM2TY-PST+ MULLWI Loan CAPACIV-Pei f a s I I s L a s l a s CLIPPED MULLION ------ tr9 WHOM. STO.Mma. taferoM twu. mamoa mate. em.umCUSMI mm / ♦ / \ OCL(+) OCT.(+) W.(+) W4+) / ♦ / \ am(10 LENasIt Oa utT(-) ort - (I- oR.(-) o1L(- 2e-112' W.0 Sao 30' 90.0 90.o 3r So.O 90.0 38° oo.0 9" 42° 90.0 90.0 42° 90.0 90.0 45' SB° 80.0 90.0 48' 84° 9" 90.0 \\ / 48' GOA 90.0 84' BOA WA 83-1/S° 9" 90.0 SO° 9Q0 9" tlV1 W2 °t7 ®viCPt 0O yV1 t. or solo 90.0 82' SDA 900 28-1/2° 90.0 9" 30' 90A s0.0 37' 90.0 90A 38' 90.0 80.0 � 42' fte I ou 42" 90.0 000 / ��q ° -_®-._.._ 4s° or 90.0 0.0 4W 80' 90.0 90.0 48' Bao B0.D w-1/8" 90.0 80.0 or 90.0 00.0 or 00A 96.0 82' 90A 9" All, % A 28-7(2' �.0 Ba0 30° 9a0 90.o \ t g°g \ t 3r 9" 9" 3' ftA 90.0 \ 8 9 \ t aa' 88.8 mo 4r or to solo 45° 74-7/4' 78.8 D.0 Lr 48' 78fi 88.1 SF' ou 0.0 Ll W1 - �:.. ••_ 83-7/S" 71A 89.9 89' 2" no � � 28-1 90.0 GILD 30° 80.0 Su 37' 84T 900 38' �A fto 41` .78, "A 900 4Y 72' Ko 90.0 TXPT[:A7.IBT.TRATION9 w 48° 729 00.0 48' 839 Sao MASS a to vat" 48° 88.7 87.4 ea° 78.4 90.0 SIDE 8Y SIDS APPLIES TO TWO OR MORE 1►wom 81° 87.1 84.2 30' 9a0 9a0 2 3/4° 1/2' WD]T$ (W) = WI + T/2 38' 88.1 90A 42' 78° 78.4 sa0 g 48° SLY 07.4 g -Ay NOTES• S7' 87.1 842 I I. USE CHART ON TICS SKMr FOR WE BY SmE CONNEUM T't a CAPACITY O TVMW MUUJML 2. FOR CANT VfiNW V CAPACBY SEE SHEET 2 OF 10. 3. FOR FMW CAPACRY BEE SEPARATE HOA. TYPICAL AM HMS �+ ED= WAND.FOR MW r u]N Q 1ts5 4. E FROM STEPS 1.2 OR 31991 APPLY TO SEE SHEET FOR t Pn t INTO CONCRETE AND MASONRY - 2" MIN. C MRO WOOD STRUCTURE ffi 11/18"LAIN. loo INTO METAL STRUCTURE 11/18' MIN. simus am 5000 sumCASEF 8E19E8 F CASELM1nNoma I10� G F S - VbdiD Reddi e Code 4Nof2 = Expiraft sw- n7 P :1' m eoo9eur�1°9emo naoam�rm �. on. now" t3 ° ° 0R °MRI0Rw "mi0 9 2012 drowrrlg no. orowa womam 9noTH rtmmow WO$-OS CAssM)$NNs TO USIBUM M=W ca„L Ltt:Nm TO Mm uul.TaaN Sheat 4 M1AMi•M:DE 11R"11-DADS COUNTY,FLORIDA e III PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOARC RESOURCES 0") 11805 S%V 26 Street,Room 208 BOARD AND CODE AWKINISTRATION DIVISION T(786)315•-2590 F(786)315-2599 T QX OF ACCEPTANCE OA w .mlam1dade,nY eeonomv E.S.Windows,LLC 10653 NE Quaybridge Ct. Miami,F1.33138 CAPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami--Dade County Product Control Section(In Miami-Dade County)and/or the AHS(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 AHS may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building DESCRIPTION:Series"300011 Aluminum Outswing French Doors w/wo Sidelites-L.M.I. PROVAL DOCUMENT: Drawing No, W04-51, titled "Series-3000 Alum. Outsiving French Doors (L.M.I.)",sheets 01, 02,2.1,2.2 through 06& 6.1 of 10,dated 06/10/04 with revision"G"dated 02/24112, prepared by Ai Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami-Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami Dade County Product Control Section. N$SSILE IMPACT RATING:Large and Small Missile Impact Resistant LEV11TATIONS:1.See sheet 2.1 for single sidelite and sheet 2.2 for doors with sidelites options; 2.Lower Design Pressures of Doors,sidelites,hardware,glass and threshold options shall control. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,Barranquilla, Columbia, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. REVISION 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. N 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 OfItcial. This NOA renews NOA No.12-0308.40 and consists of this page I and evidence pages E-1,E-2 and E-�L as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. �twr�NDao Courritr =Date!:Septemberrl .13 0 �, Expiratio19Approva014e 1 E.S.Windows,LLC NOTICE OF ACCEPTANCE; EVIDENCE SUBNIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-0308.40) 2. Drawing No. W04-51, titled "Series-3000 Alum. Outswing French Doors (L.M.I.)", sheets 01, 02,2.1,2.2 through 06&6.1 of 10,dated 06/10/04 with revision"G"dated 02/24/12, prepared by Al Farooq Corporation, signed and sealed by Javad'Ahmad, P.E. (Submitted under previous NOA No. 12-0308-40) 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 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of aluminum outswing French door w/ Sidelites prepared by Testing Laboratory, Inc., No. FTL-5938 dated 03/29/10 revised reviewed signed and sealed by Jorge A.Causo P.E. (Submitted under previous NOA No. 09-1217.03) 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 20294 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 2411.3.2.1,and TAS 202-94 i along with marked-up drawings and installation diagram of aluminum outswing French door w/ Sidelites, prepared by Fenestration Testing Laboratory, Inc., No. FTL-5938,dated 10/01/09,signed and sealed by Julio E.Gonzales,P.E. (Subothted under previous NOA No. 09-0825.04) 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-Aip drawings and installation diagram of aluminum outswing French door w/ Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL--5161,dated 08/01/07,signed and sealed by Carlos S.Roinda,P.E. (Subtniffed under previous NDA No. 07-0828.09) Jaime D.Gascon,Pte.E. Product Control Section Supervisor NOA No.14-0722.13 Expiration Date: September 16,2019- Approval Date: September 25,2014 E-1 E.S.'Windows,LLC NOTICE,OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTIlY MD) 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of aluminum outswing French door w/ Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3947 and FTL-3955, both dated 02/04/04, signed and sealed by Edmundo J.Largaespada,P.E. (Submitted under previous NOA No. 04-0712.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC2010, prepared by Al Farooq Corporation, dated 03/01/12, signed and sealed by Javad Ahmad,P.E. (Subrnitted under previous NOA No.124308.40) 2. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by Al-Farooq Corporation, dated 12/08/09 signed and sealed by Arshad Viqar,P.E. (Submitted uftder previous NOA No. 09-1217.03) 3. Glazing complies with ASTM E1300-04 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 LL 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.I.DuPont DeNemours & Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. F. STATEMENTS 1. Department of State Certification of E.S. WINDOWS, LLC as a limited liability company, active and organized lander the laws of the State of Florida, dated 03/03/14 and signed by.Kurt S.Browning, Secretary of State. 2. Statement letter of no financial interest, conformance to and complying with FBC 2010, issued by Al Farooq Corporation, dated 02/24/12, signed and sealed by Javad Ahmad,P.E. (Sub»rifted under previous 1YOA No. 12-0308.40) - Product Control Section Supervisor NOA No.14-0722.13 Expiration Date: September 16,2019 Approval Date: September 25,2014 9-2 E.S.Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 3. Distributor Agreement between Energia Solar, S.A., Barranquilla, Columbia and E.S. Windows, LLC, Florida USA, dated 10/20/1.0, signed by Ms. Carla G. Torrente and Andres Chamorro,respectively. (Submitted under previous NOA No. 12-0308.40) 4. Laboratory compliance letter for Test Report No.FTL-59388,issued by Fenestration Testing Laboratory, Inc., dated 03/29/10, revised, reviewed, signed and sealed by Jorge A. Canso,P.E. (Submitted Guider previous NOA No. 09-1217.03) 5. Proposal No. 09-0225,issued by the Product Control,dated 06/17/09, signed by Ishaq Chanda,P.E. (Submitted under previous NOA No. 09-1217.03) 6. Laboratory compliance letter for Test Report No. V17,4938, issued by Fenestration Testing Laboratory,Inc.,dated 10/01/09,signed and sealed by Julio E. Gonzales,P.E. (Submitted under previous NOA No. 09-0825.04) 7. Proposal No. 06-0411R, issued by the Product Control, dated 07/31/07, revised and signed by Ishaq Chanda,P.E. (Submitted under previous NOA No. 09-0825.04) 8. Laboratory compliance letter for Test Report No. FT1-5164, issued by Fenestration Testing Laboratory,Inc.,dated 08/01/07,signed and sealed by Carlos S.Roinda,P.E. (SubfnNed under previous NOA No. 07-082&09) 9. Proposal No.06-0411,issued by the Product Control,dated 02/06/06,signed by Ishaq Chanda,P.E. (Submitted under previous NOA No. 07-0828.09) 10. Laboratory compliance letter for Test Reports No.'s FTL-3947 and FT1-3955, issued by Fenestration Testing Laboratory, Inc., both dated 02/04/04, signed and sealed by Edmundo J..Largaespada,P.E. (Subinitted under previous NOA No. 04-0712.02) G. OTHERS 1. Notice of Acceptance No. 12-0308.40, issued to ES Windows, LLC for their Series "3000 Aluminum Outswing French Doors w/ wo Sidelites -- L.M.I.", approved on 05/24/12 and expiring on 09/16/14. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0722.13 Expiration Date: September 16,2019 Approval Date: September 25,2014 E-3 • d ' 146 3/6' 71r FRAME WIDTH FRAME WIDTH M AT(4jMA STITt6 33 T1/16° 73° 33 41/18° (4)ANCHORS 73° 4Y AND MULLION ENDS FR HEAD&SIL FRAME mm @ SILL &gal AT MTG.STIES FRAME fiEAO&SII. 6°MAX. 3° s° 3° 9" 3° SURFACE APPLIED IMAX 3° Ir 3° -PIVOT HUM A3" FALSE MUMINS (SEE SHEET 2 ��♦ C i - MAY fit um SLLL L` - ♦ F CAPACITY i i L LOCK oktlDNs ` J G lLOU E dPTID td SE �c Qr --__ ' ____ •H -- dI= __= I FOR if . u _ II 11 iA D u\ __= _== =x === i === s if .' ACTIVE , H1IACTAIE ACTNE LA I��11 11 % t2° 12° o 28 6/16° 26 31/16° + - HAA%. 293/18- + �M HEROES 26 s/16° L+YJt. 0.L OPO. D.L.OPO. sal BI.OPO. Tf HM7 � OM � b YJ V7 mYdISdw 33 a/t6° 36 s3/ts• 33 811ir FOR 5-A L � EL WIDTH H ( OXXO ) PANEf.WIDTH I / TYAICAL ELEVATIONS Ptadttct Coalmt R TESTED UNITS Nom a Nbdb FLUSH BOLTS ARE CONCE&ED ON INAMM LEAF MMM—SM ALUM OTTMMNG RRSNO DOOR B AND EXPOSED ON ACTIVE LEAF APPROVAL APPLIES To SINGLE(X)AND DOUBLE (XX) LEAF DOORS SM DETAIL O ON SHEET S. Wffk OR WITHOUT SIDELITES. 7 SIDE LITES CAN BE ON ONE OR BOTH SIDES OF OOOR IN ucTTQNS: r THIS PRODUCT HAS BEEN atom AND TESTED To COMPLY WITH fm use CHARTS AS FOLLOWS. REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCHY our n WRWA X ZONE(Mo. } DETERMINE mm WIND LOAD REDUr"m Into ON WIND VELOCITY.SLM HEIW'IT.WIND ZONE THESE PRODUCTS ARE RATED FOR LARGE 8t SMALL MALE IMPACT. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPMY TO TRANSFER US"APPLICABLE ASCE 7 STANDARD. SHUTTERS ARE NOT REQUIRED. LOADS TO THE FOR BMW M AND DOUBLE(7D0 OOQR ANCHORS SHALT. LISTED.SPACED AS SHOWN ON DETAILS.ANCHORS STS 2 ' $ 4 EMBEDMENT TO BASE MATERIA.SHALL BE BEYOND WALL DRESSING OR STUCCO. USE FRAME �OIASS,HINUM LOCA AND ANCHORING OFOR L APPROVAL CONDITIONS S NOT 4MM IN THESE DETAILS ARE STEP FOR SID a PANEL(0)CAl'ACRY SEE 2.1. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. STEP 4 FOR SIMM CM WAIIDN WITH DOOR OR S OE ITE SM MULLION CAPACITY CHART ON MEET 22 �ptv1� AD MATE�INCLAH=WITH R>DT LIITTEp ro METAL HALL Mr THAT SIEP THE LOWEST VALUE RFmum FROM STEPS 2.3 COfdE B1T0 aDHFADT WITH OTHER DISSIHIAR MA SHALT MST THE AND 4 SFWLt APPLY TO ENTIRE sYSTEIL W04-51 REQUIREMENTS OF THE FLORIDA BLAG.CODE SECTION 2003.8.4. t1 C 'R' DOORS � u D=QN LOAD CAPACITY - P$It GIM AND BMWARE OPTIONS / TYPW MGM LOCKS p d / X FROM MIGHT FRAME WIN 'A'.'D' &W 'C° E•' 'F' - OPTION 11' 1 OPPLON TION'B' OP .'1' OmoN V INNS on.(+ Wr. - - ERT. +) WT.(- Exr.{+) WT. -) Ext.(+)I WT.(-) ear. +) INT, - EXT. + INT. - 37-1/2 4 70.0 80A 100.0 120.0 9D0 IDA ttmo t?<1.0 70.0 80.0 14ao MILD 20.0 SOA 10" 120.0 900 90.0 to" 1200 70A 800 100.0 120.0 \ 'f e \ NOTE: 1.OWES1' VALUE SELECTED FROM OPTION WILL APPLY. a FRAME t DTH C 'XX' DOOM DESIGN LOAD CAPACITY- PSF 6LA1N3 AND RATLD>l1ARB OPf70N8 / \ CLASS TYPES HIN988 LOCKS FRA1S tlEtt91T FRAME MOTH 'A'.'B' &'D' '0' &`E' 'P' OP9ToN'1' OPTION'S' 01?TWN '1' OPTION INCHES XCHEB of. +)I W. - W.(+) W. - EM. + W.(-) EXT. + W.{- FXL + W. + M1T.(- %..,L+ 7IL + B /4 77-3/4 700 Bp.O 110.0 /bA SOA 900 �A 90.0 BOA 80.0 70.o x.11 900 / 78 - BDA 50.0 m 900 100 50.0 900 BOA 70.0 BRA 90.0 900 \ / - \\ / B1LACKING IiA_RnTifA_t3E: ft<ATISR INF4LTRATIOAI LIMITATIONS: } / OEM it ACTNE.rTe_ WHERE WaCR WFIUMMU RESISTANCE tSS RECUM t TIDE PIECE ALUMBUTT 1i01GE BY'ES.W10)OWS' LUT EXTEROR LOADS FOR ALL CASES AS FOLLOWS 4 HINGES PER LEAF AT 11'FROM TOP&BOTTOM SID.SIU.a+70.0 F9${X&XX ) AT MIDSPAN L=DEAD BOLT IBY'YALE' - SILC S +1200 PV (X D� 'Q . FASTENED TO Oft FRAME AND LEAF VOTH AT 48•FROM BOTTOM.KEY OPERATED ON g10 X 1'FH SMS EXTERIOR AND THUMB TURN ON UVERWR (B)SCREWS AT FRAME.(B)SOMA AT LEAF FASTENED TO ACTH LEAF LOCK STOLE VBTH (2) 1/4-28 x a-1/2'off 018 �[ 2.000,x.121 6E1TER TYPE METALLICHANDLE AT 37'FROM 1.500 FACE MOUNT 2 VANO PHOT HINGE 13Y'MASTER AOCESSORIES' BOTTOM.FASTENED TO ACM t.FAF LOCK S1TLE CS WOH EXTRUDED ALUMINUM BASE,DE CYST ALUMINUM WITH(2)a5-32 X 1-3/4'PH MS. fj Vi tXNER PIMA Sr.STEEL MOTS AND WCV.STEEL N BO{ffitE8 ANO SORM C ONCFAI.EO FLUSH BOLTS BY 4RAWAN&ASSOM am at 111-RLq$SmL ((a)tlWaFs PER LEAF AT f2'FROM TOP&BOTTOM MANUALLY OPERATED MY=MOUNTED ON STOLE F'A$rENEO TO FRAME AND LEAF WITH FACE,LOCATED AT 12'FROM TOP AND BOTTOM 5/19-24 X t-FH MS(2)1ST OW PA11TE1E0 To LOCK STILE WITH 18 X 3/4'FH STS(2)SCBM PER SW p py g Ww�wLr Mi 9[104• 11.1. OPENINGS. OPTION D.L.O. HWHIT. LEAF HEIGHT - 8.1878'(STD. BOT. RAI.) FROM BOR�OM f3Y8TEM BY'WrmooW AT 38' W- s RLQ. HEIGHT�+ LEAF HEIO}IT - 11.9375'(H1 [CSE BOT. RAIL) HANDLE ACDYAYES 5�BOLT AND SHOOT DOM � D.LO.WIDTH - LEAF WIDTH -8.52V EN�NO AT HEAD AND SDLL KEY OPEAMED 014 OtTMO R AND THL40 TORN ON life. W4IDTHSt FASTENED TO ACOVB LEAF LACK STILE WAH PRODUCTRuNimDD NORM WDTH FRAME VAOTH LEAF WIDTH OAMJTE OPO. (2)89•32 X 2°CH MS vseamplYbrgwKdOleRlari4a 2/8(4 31-112' 2e-11/11' zo-1111' o frG6r.y3 Y1- 3/0 Qn 37-1/2' 34-11/11' 20-1/10• INACM (ZO$ 3/4 38-B/W 30-13/11'Im NOTE* CONCEALED RM BOLTS BY'SULUVAN&ASSW B/O tfIX) B9-s14• 20-it/lir �R WIDTH AND HEIGHT MUST MANUALLY OFMATED LEWRS MOUNTED ON COMPLY WITH.EGL SS REQUIREMENTS WSOE FACE OF LEAF ME LOCATED AT B/o 71-s/4' 3a-11/11• PER FBC WHERE REQUIRED. 1e FROM F �s�DLt mmTTOM s/4 1701) 78" 38-13/ts' 08 X 3/4'FH SMS(0)PER BOLT HIBIOHT81 Omni OPO. Y STAMM Hf-FROFNk NOTE. NOMWAL MEOW FTS HP]WHT 180E ROM BOTTOU RAIL OORIUM RAO. CLASS CAPACMES ON THIS SHEET ARE aro" no. 0/8 79-3/4' 77-1/4' N-,Ifs` 98-B/11' I HISSED ON ASTM E1300-04 3 SEC. OUSTS) ^�4��' 1 04^J) 8/0 OB-314• s3-1 4• ae-Vie• e1-a/fe' AND FLORIDA BUILDING Cid DECLARATORY STATEMENT WAOS•-DEC-219 shoot of �o 4ru A STATIONARY PANEL (0) OR SIDIILITEB WATER TNFILTEATIOI+t LIMITATIOAiS, DSSION WAD CAPACITY- P8F LUT WATER WFO.TI�TOR ALL C AHCE S REQOM E E 81AS8 4YP� lBAi'E%TEt00R t0A0S F�ALL CASES A9 fOLLOwS e 8T0.SILL a +70.0 PSF , S FRAME HEfafT fRAUE YAD1N A,' ,TV.'8' 'F' M-RISE'SILL- +90.0-P,SP- Ff./W. a W. (+} WT..(-} tact.(+) tmr.(-) tact.(+) IRI. - B/8 49 70.0 8oA 8A0 90.0 9" 80.0 7/0 39 704 tro0 90.0 90.0 90.o 900 2A00 a 8 8/0 38 70.0 WA 87.8 87.6 90.0 90.0 (0) S H(-RtsE 9tIJ D,L OPE1O D.L.O.HEFDHff= tFAF Ht7ttfiiT - 8.1875'(STD. BOT. RAIL) O.L.O.HMHT a t FA>F HMW - 11.9375'(If RISE BOT. RAIL) D.L.O.WIDTH - PANEL WIDTH - 4.00W 3/18°HS.aASS 3/18"H.S.0LA35 1/8'H.S.OU188 1/e'N.B.l;th86 080°WIERiAYER .080`WIERIAY£R .Otto"MT RLAYER Ago'WiERLAYER CYfy Sftm= SLICOME !d re 'OIIPOtfT SPUMMAS' 'WPDNT VX=E PW 'OL8.ONT 8UFA4YfE PlW '1Avw BUfA m Pvw 3/16"H.S.alas 3/18"H.s.CLASS 1/a"H.S.Doss 5/32'H s ovss �f omm 788 C000Rt 798 DOW CORHWO CORN1td0 788 a $ Li ffi 3 31 z GLASS TYPE 'A' GLASS TYPE 'E' GLASS TYPE 'C' GLAOS TYPE 'D' PY96tICPRIIV IMP' 4/8°H.B.GASB t/4"H.%am a p .090'MIERAIYER A80"WTERIAYBR $$ 'OUPONT SEKIWOLAW 'OU7,sENFRYOIAS' 1/8"HS.QV95 t/8`HS Doss PRDDucF Rw%ft DO COMM 70 � Dow COW=70 oscom v • m1lai��A8n6a '°'°'all �' � ArarptancONo �6L.�?J , q Y N W rt�n AV i �llamt OadO y Cmrtml {U:PE 70882 NOTE, GLASS CAPACITIES ON THIS SHEET ARE CaH GLAS3 TYPE GLASS TYPE 'F' BASED ON ASTM E1300-04 (3 SEC. OUSTS) �Q drawing no. AND FLORIDA BUILDING COMMISSION W04-51 GLAZING OPT[ NS DECLARATORY STATEMENT DM5-OEC-219 eheot 7 ' MULIdOId C A A C 0 A C (t y DSBION LOAD CAPACITY— PSk' ro 7� '0 DOOR TO smol TE TO MDTmm MDLL[oN 81DBL[TE BAELRE WIDTH ERAME RpaM UNRMNSORCHO RUVORCED REIN MED o4cm FT./IN, 24 60,0 smA 80.0 27 BOA 80.0 80.o 30 8DA a" 80.0 33 6/8 60,0 solo ODA 6 \ R B D \ 0 \ B 0 \\ 8 / a 30 80.0 Mo eoo 42 solo 80.0 mo tONNoma) 24 WA 60.0 solo 27 80.0 80.0 00.0 p C C A C 30 7/0 BOA SDA OOA 33 80.0 am* 90.0 38 a" a" solo 2 f /e \\ 39 Is Me ow90.0 / \ E / poll 21 74.8 80A 00.0 24 71.1 800 solo0A 27 6/0 671 80A 8 30 88A au 80A 33 824 789 80.0 3 pper� oxw (�j 38 80.1 Mo 80A L r. { { ) UNaEM)RCED REWORD R OROm W DOOR 7b AAL41fP[eRR.C]N RIDELRL.TO SIDLn RE EALA I IOtd �,y NOTE. OR DOORS CAPACM SEE SHEET 2 •FOR MDELIX CAPAMIES SEE SHEET .1. $ FOR SIOEL ME MULLION CAP SEE 2CHART DOVE ~ IM v CHART WILL APPLYENTIRE SY51EM OR MULLION m u r m sman R9DTrl sIDELRs M DOOR VM � RetuaNBO FIA�P�(�Ti894 $ m�smapldrowhn no. yb�gw2hdrel4w41a I .�. owam WIDTH DOOR WIDTH M(amifJadeNra6aciCoaiuoff� shaot o WOE ow, SM TYPM ANCHORS FOR SPA€ ,� u SEE ELEVATIONSSIM SPACExi };. _ Z 21 13 4 13 w „1 °10 - � a 8 PENETRATION g18 3€ 3 OpBONALmim 101, o J 3 Spoil a B L8 � PENE€RATION a tb t8 a s .� , - oW4n 14 4 aPPucAale ro STATIONARY ` Arra TX .E'u€aTe ' - °••: .V. i .°i•' .. .a:.. ••!.4.is .°b' f1A PE n �. .'e• . 'a• •• :�• .. �:. �•�. b` a, -. ... .. APPIJOABLE To 3WtWJTdiY cwN. 1F o G".FOR .•° TYPICAL ANCHORS AND OPERAMMWRSN1RHI,S L� TIP= OR1S J/ x €-, 7� SEE txty PDR—mwPROBWBU J/18°X,-1/2° SEE EV..Fte€>tt+JYC2HO as comp€Pb�gwH6tliaPlar4lo �y ,/SRL 2/SN.i xX OOOM .L� d€uviH€9 no. alas t/ AT x Dom rxsT. Aocep, canb 6 39 W04--59 .STATIONARY tM=C 0�14R_sl3LE TJNIT9 � W Of 7 A latnl l)a a Quc€Cbearo,7 EOOE Digi TYPICAL.ANCHM U SEE SELeAkWNS Wince.ANCHOR$FOR � S EIEY64 INONS WOE DST. METAL MUM-OADE MOW APPROlffO �{ 3TRUCDmE MULL=&SEE MMM SEIVIRATE ANCHORS $ WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWSMUST AND TSS R THEM TOLOADS THEBU BUILDING STRUCTBY GAZING URE. f� $ SEE! FOR TAW0.12\9 FOR SPACINO 14'INA Lh TRUM BY 'E CO' u-177 KS4 FY-138 KSI) d STRUCTURES 1-3/8-MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ;- DIRECTLY INTO CONC. OR MASONRY (� 1-1/4-MN. EMBED INTO CONC. OR MASONRY j14 crew OR SELF DRILLING•SCREWS (OLE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MN. THK. - 1/8') INTO METAL STRUCTURES STEEL : 1/8"TW. MN. (Fy - 38 KSI MN.) 4i ALUMINUM : 1/8" THK. MIN. (8063-T5 MIN.) (STEEL N CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) tY TYPICAL EDGE DISTANCE 11iilf INTO CONCRETE AND MASONRY a 2-1/2" MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE - 3/4-MIN. CONCRETE AT HEAD, SIU.OR AM CO + 3000 PSI MN. C-90 HOLLOW/FLLLEO BLOCK AT JAMDS rm-2000 PSI MIN. si U NTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH Ills WHITE/ALUMINUM COLORED SILICONE. FwAft ,y 6+�rns►f►m yy E�r7.JAYAD 8 •� �PRUAUCPkBNLRVBD am Fgartdft I:ANT0862 � zo2q tio'ti � �. W04-51 �Q sheet 4o1 (FLUSH BOLTS AT ACTNE ANDDUCTWE LEAFS • MUST BE ENGAGED DURING PACODS INTERIOR EXPOSED FLUSH BOLTS OF HURRICANE WARM)WX.• X . - O 11 AT 10"FROM EACH EN6 a UE a 6'Ffl 4Smr, P Q CONCEALED FLM BOLTS & ' NAX, /a AT to FRMI M END , O.C. B ACTTYB ASAP IR—ACTIYB 68AF a•• i 1 • . _ 1 48 T TB O a�, Q •:e t y9 a D.L. OP& OPO. o _ SIOa"PMMI VIM aff WOTH , A FRA61E LYBITW � EXTERIOR WTVIAL TRBt ^$a TYPICAL ANCHORS OPTIONAL FARWO 2M FOR O OW BMW 2.2 %4'MXM BTL _CAPACITY oXXD } (STE£LFULL TO BE PAINTED OR.PLATED) O-0 } TYPICAL ANCHORSSEE EUM - p8 FOR No ,BY t/4"raAx �J N 1/4• Buwt'/4"MaX. sHaT OPTIONAL RIONFORCINO SEE, WW lu� SHIM y J ® a 10 BE PAIHTED MM OR RAM) a AMW 8 4 'a ecTTae TSeP ACT7VB lBAP m gg •° r TYP�dVL ANCHORS L TYPICAL ASC"= OL OM net y Td08S w e tttwRU Ftedla J� STRUCTURE pOR lEl WIDTH R -Cods FRaLtE WIN o . bw EXTERIOR 0.'�� 5 X } d ade W T C'oa t • rm B PART® QDANTPFF DI;SOBIPTTOH WATER" -./BUPPLM/Rffilntttas y f E83001-1 1 FRAME NFAD 8083-TB - 2 ES30D1-2 2 DOH FRAME JAMB 6083-T8 3 ESM-1 1 FRAME SILL.(STANDARD) 8803-78 - �[ 34 683028 1 FRMdE SU(HI-FdM 8883-TB pQ� 4 E8301%3-I AS RAD. SIDELM ADMFIER 8883-T8 - 8 ES3004 AS REM SHEAR PLATE 0 ANCHOR LBCAFMMS 5083-TB 3F LONG 8 653008-1 1 2/LEAF TOP MIO BOTMOAI RAA. 8083-T8 - ,t 0A ES3024 2/LEAF M-PROME BOTTOM RAA. am-TS 'Bd 7 E33008-1 1/LE1F DOOR LEAF JAMS-MICE SME 8083-75 � a 6 ES3007-1 1/LEA' mm LEAF LOCI(ME 8083-T8 9 ES3007-2 1/LEAP DOOR LEAF- KEEPER SM 8083-T0 - �I .10 683008-1 AS RECD. SMVIM SM 8083-TS - $ 11 F8-1208-014 2/LEAF MMM MM SMT STEEL SUUAM1&ASSOCIAI S 12 F8-1202-914 2/LEff CONCEALED FLUSH BMT SOL SALON&ASSOMES M 653011 AS REM. A40 TRIM 8083-TS OMONAL {g 14 FS3012 I SILL Com 8083-T8 - s01 18 E83013 2/LEAF WEATHERSTRIP ADAPTER 6063-T8 is E83014-1 4/PANM PANEL,CAMP SOS3-T8 17 ES3007•-3 3/LEAF' HA+ME ASSOMY 8053-T8 SEE SHEET 2 17A 2/LEAF PNOT HNOES - SEE SHM 2 19 DOOR LOCI SAWMONAH 2O10L) YALE 20 - - OFAD BOLT LOGY(PREMO - YALE 21 W22321M AS REOM WN-SEM.PA.E W'S fM MO - ULTRAPAS 22 683010 AS RECD. 01R-B WNM AT MUTE PANELS (.T 23 - D/HNGE HINGE Rr3KFORM ENR ALUHIIHUM t-1/4"X1/8 X4-1/4'LONG �• 24 - AS REQ. HiNM R13WOMM BAR ALUMOLUM t/8'THK.x 7-7/8'LONG 26 - 2/LEAF 3X"THREADED ROD W/NM SMEL - Q m P 26 - AS RECD. F'RM1ME ASST.SCREWS - d10 PAN WAD SHS go 27 - AS REDO. MULLION RMWORCNO CHANNEL A36 STEEL - z 28 E84014 AS RECO. WrMM RML GLASS STOP NEOPRENE - *z"^ 29 E84010 AS RECD. PAN&SILICONE STOP KEOPREHE - w - 30 - AS RECD. 3/8° x t/8"HT.1IMPER SPIE FMNX U WE RIBBER CG. DA. 31 MOM AS RM WEDGE GAM4T EPOM OLIMMETFR 73&3 S110R6 A 32 683012 2/STILE FLUSH SOL.T BRMC1Q:i 0003-Til 33 2/DIRT•. IIRACKE7 INSTALLA'00N SCREWS - -10 x 1'PH we 34 GRAN AS RECD. DOOR PANM W SYMPPM - SCfLEBEL 18gh8Ro� AL Yyd }O.,WYO GTO FIA PEro PROt)UCH R@8iVd8D ps g y AcoeptwxroLYb � " 24•i,3 ��Y S Y $ X0 9 draa6tg no. rDn i / W04-59 • 6ne6t 8a • 4.000 2.128 \/ 1.779 �-+-�,.381 p� .225 r 0.312 1144 075 a �e WEDGE GASKET(smu}st) 2.128 ® FRAME WAD/JAMB , , 19aw A78 395 2 ® eg I 1 2874 ® I Q V1tTHERstt21PADAPTER 9 SHEAR PLATE 9 te"PtN i; ®® Q N ® 3.375 al 1.780 1 WM2 ® �4.000 2.OW 3 89D �{ r 1 JAMB TRIM (OPTIONAL) .915 i.l t.1 t2 f 3 PIECE HINGE 9 TOP/BO TOM RAIL i 831 �0 l i d pROi)tlCf R644Btw� "'f 2.871 .128 2� ail y gwilhlDet?lab��-122 ,13 .975 a99 PANEL (LAMP Aa�t�oxs, /iLp�q 790 I 2.006 M1lLfON � 3, 0 .913 ® REIW. CHANNEL 2.183 890 490 1.(48 A78 � tiMORa 0 SIDMJTE ADAPTER t. AM 313 1.145 1.500 91Nr�� d ri7.094 •883 .QB'dL I .478 .078 .e27 SIDE LITE STILE a•� � fa $ILL COVER s FRAME SILL(STD.) o v 4 n a� 7 7.750 4= .094 9,s 41345m ago(984 ago 1.780IJ80 .890 2.000}—.o9a .e,s . taw Q7 F9NGE STILE K00 LOCK STHA/KEEPER STILE HI—PROFLL.E BOTTOM RAN. ® FRAME SILL (FN--RISE) �P or 7 $ 2 ■ § . � � � § ■ d i ) §§� . kli- g mw r CORNER r OOORLM M mN� PANEL aS 2 COmm §■|| ■ �� ■§■, set ' ¥ a-' FRAME m . mU■ o� «�, , Aompbm_ r/22 25 ! | f ! _,_ W04-51 t 'Oki AL,wFAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT SITE SPECIFIC: WIND LOADS WIND STANDARD: ASCE 7-10, FBC 2010 EDITION (Based on data supplied by client) 1 -f 1. Client : INFINITE WINDOWS F I q I fi 2. Project Name Ludicke Residence li/2D Zo)Li 3. Project Address : 526 NE 97 ST Miami Shore FL 33138 CITY' STATE ZIP 4. County ; Dade 5. Building Height 25 FT. 6. Building Dimensions : Length FT. Width FT. 7. Building Roof Slope ❑ Flat ® Slope ( See Figure 1 below) 8. Risk Category : ❑ I ® II ❑ III & IV Risk category T applies for non essential buildings. e.g. storage facilities etc. Risk category 'Y applies for all commercial and residential buildings. e.g. homes, appt., offices etc. Risk category 'III&IV'applies for essential buildings. e.g. schools, hospitals,police stations,fire stations etc. 9. Attach floor plan with shutter/window, sizes and types. (Note: If maximum load used for all openings, floor plan is not required) Client Representative Figure 1: �p 2014 Sloped roof JAVAD AHMAD,P.E. Flat roof FL#70592/EB C.A.N.#3538 1235 SW 871h Avenue Miami,FL 33174 T:305.264.8100 F:305.262.6978 www.afceng.com I alfarooci@afceng,com INFINITE WINDOWS LUDICKE RESIDENCE Wind Speed(mph) 175 Mean Roof Height[h](ft) 25.00 526 NE 97 ST MIAMI SHORE Importance Factor 1.00 Height Above Gnd. Level[z](A) 25.00 FL 33138 Exposure Category D Horizontal Dimen. of Bldg. (ft) 102.00 Risk Category 2 Roof Slope(deg.) >10 Type of Building With Impact Protection Coefficient Kh 1.13 Coefficient Kzt 1.00 Coefficient Kz 1.13 Coefficient Kd 0.85 Velocity Pressure Evaluated @z(qz](WW) 75.30 Velocity Pressure Evaluated @h(qh](Ib/ft^2) 75.30 Component Size Gcp Coefficients Gcpi Coeff. Design Wind Pressures(lb/f A2) Mark Comp Type W(in) H(in) S(in) A ft^2 Z4+ Z5+ Z4- Z5- Pos Neg Z4+ Z4- Z5+ Z5- In Zone D4, E, D3&D 10.00 1.00 1.00 -1.10 -1.40 0.18 -0.18 53.3 -57.8 53.3 -71.4 Z4 A,C, F, G, D1, D2, D3,D5, D6,&1 10.00 1.00 1.00 -1.10 -1.40 0.18 -0.18 53.3 -57.8 53.3 -71.4) Z5 L ASCE 7-10 WIND LOADS ON COMPONENTS AND CLADDING:AL-FAROOQ CORPORATION, 1235 S.W.87th AVE,MIAMI FL.33174. TEL:305-264-8100 Engineers Seal Engineers Name And Signature Design Date Design Reference Number 11/20/2014 8:49:06 AM AFC#14-1827 NOT PART NOT PART OF PERMIT NOT PART Z OF PERMIT OF PERMIT N � � 3 QUO CASEMENT Q dCL °0 37'x 38" SQ.FT NOT PART Z- 3 17.22 OF PERMIT OFP RMT GENERAL NOTES Q Z NOT PART N.O.A# 12-0820.06 FIXED WINDOW FRENCH DOOR Z a� Q OF PERMIT 4 40"x 62" 36"x ao" f25' FEET MEAN ROOF HEIGHTED LU ~ SQ.FT SQ.FT Z Ix w NOT PART I I DINING ROOM OF PERMIT N.O.A#13-0617.26 N.O.A#14-0722.13 e-FBC 2010 U20.00O I MASTER i BATH i 0 -ASCE 7-10 WIND CODELU v CASEMENT NOT PART 74"x50" BEDROOM i O-ALL PRODUCTS TO BE DADE COUNTY APPROVED SANTO 17.22 N.O.A# 12-0820.06 KITCHEN O-ALL EXTERIOR PRODUCTS TO BE IMPACT RESISTANT ( no shutters needed ) Q z � OF PERMIT *-REFER TO PRODUCT APPROVALS FOR SPECIFIC MATERIAL INFO. o LJ -------------- LL Z H CASEMENT 0-INTERIOR WINDOWS AND DOORS NOT PART OF THIS PERMIT, UNLESS SPECIFIED. 4 37'x 63" STAIRS z 16..18 SQ.FT 18 LIVING ROOM N.O.A#12-0820.06 BEDROOMI I FLORIDA ROOM NOT PART OF PERMIT I I ' SCOPE OF WORK INV O CASEMENT CASEMENT NOT PART CASEMENT CASEMENT O e-ALUMINUM CASEMENT WINDOW - LARGE MISSILE IMPACT RESISTANT.74"x 74"x OF PERMIT 74"x 74"x BY E.S. WINDOWS O F SQ.FT SQ.FT SQ.FT SQ.FT ACCEPTANCE #: 12-0820.06 g 25.69 25.69 25.69 25.69 N.O.A#12-0820.06 N.O.A# 12-0820.06 N.O.A#12-0820.06 N.O.A# 12-0820.06 •-ALUMINUM FIXED WINDOW - LARGE MISSILE IMPACT RESISTANT. k OO BY E.S. WINDOWS ACCEPTANCE #: 13-0617.26 5 } *-ALUMINUM OUTSWING FRENCH DOOR - LARGE MISSILE IMPACT RESIST GROUND FLOOR PLAN CASEMENT CASEMENT CASEMENT BY E.S. WINDOWS 74"x 51 3T'x 38" 74"x 51ACCEPTANCE : 14-0722.13 •• 'E " " # SQ.FT SQ.FT SQ.FT 17.22 9.76 17.22 a N.O.A# 12-0820.06 N.O.A#12-0820.06 N.O.A#12-0820.06 © 0 © �! W � *ALL NEW WINDOW SHALL MEET EGRESS p Z O j z L- I REQUIREMENT AS PER F.B.0 2010. a O ® 2 C0 S *ALL NEW WINDOW&DOORS SHALL �' `f N N cn BATH COMPLY WITH SAFE GUARDS BEDROOM STUDIO Ln CASEMENT I I CASEMENT 37'x 39' I I 37'x 39" REQUIREMENT AS PER F.B.0 2010. J t'6 SQ.FT® I I ®SQ.FT 9.76 9.76 C N.O.A#12-0820.06 N.O.A# 12-0820.06 G ------------- ------------- SI v^v^v REQUIRED DESIGN LOADS FOR AL-FAROOQ CORPORATION DISCLAIMER CASEMENT STAIRS CASEMENT GLAZING COMPONENTS: Engineers Seal Covers Required 37x 37' 37'x 37' Design Loads Only. SQ.FT© � � D1 SQ.FT MARK:A,C,F,G,D1,D2,D3,D5,D8,1. ZONE 5+53.3 PSF.1--71.4 PSF. Does Not Include Verification Of AL-FAROOQ 9.50 BEDROOM i i BEDROOM 9.50 MARK:D4,E,D3,D. Product Approval Compliance For CORPORATION N.O.A#12-0820.06 I N.O.A#12-0820.06 1235 S.W.87 AVE i BATH i ZONE 4+53.3 PSF./-57.8 PSF. Project Specifications. MI dI,FLORIDA 33174 I ► 30 •ea-a100 ITY X 1 t I I I CASEMENT CASEMENT CASEMENT � �' 2014 74'x 50" 40"x 62" 7,V'x 50" SQ.FT SQ.FT SQ.FT DEC O 1,20 14 JAV D A MAD CIVIL 25.69 17.22 25.69 FLA.PE#70592 SECOND FLOOR PLAN N N.O.A#12-0820.06 N.O.A#12-0820.06 N.O.A#12-0820.06 C.A.N#3538