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WS-16-800 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)766-8972 Inspection Number: INSP-255535 Permit Number. WS-3-16-800 Scheduled Inspection Date: May 25,2016 Permit Type: Windows/Shutters Inspector: Mesa,Michael Inspection Type: Final Owner: AMRY AGUILERA,CARLOS GARZON Work Classification: Window/Door Replacement Job Address:265 NE 96 Street Miami Shores,FL 33138- Phone Number Parcel Number 1132060134100 Project <NONE> Contractor: A&M HURRICAINE PROTECTION LLC Phone:(305)885-0678 Building Department Comments INSTALLATION OF IMPACT 1 WINDOW AND 1 DOOR Comments INSPECTOR COMMENTS False Inspector Comments Passed �<T -70 Se PWAA* C�1. 4 Failed El Correction Needed El Re-Inspection D Fee No Additional Inspections can be scheduled until re-Inspection fee Is paki cv May 24,2016 For Inspections please calf(303)762-4949 Page 8 of 34 �g IIIo_� a�v ag3 .0 Miami Shores Villager ' 10050 N.E.2nd Avenue NE �'� Miami Shores,FL 33138-0000 1s Phone: (305)795-2204 � Expiration: 09/2412 Project Address Parcel Number Applicant 265 NE 96 Street 1132060134100 CARLOS GARZON AMRY AGUIL Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell LfCARRLOS,GARZON AMRY AGUILERA 265 NE 96 Street MIAMI SHORES FL 33138-2175 Contractor(s) Phone Cell Phone Valuation: $ 3,700.00 A&M HURRICAINE PROTECTION LLC (305)885-0678 FN n TM Total Sq Feet: 82 Type of Work:INSTALLATION OF IMPACT 1 WINDOW AND Available Inspections: No of Openings:2 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $2.40 Invoice# WS-3-16-59155 DBPR Fee $2.00 031252016 Credit Card $50.00 $89.40 DCA Fee $2.00 Education Surcharge $0.80 03282016 Credit Card $89.40 $0.00 Permit Fee $120.00 Scanning Fee $9.00 Technology Fee $3.20 Total: $139.40 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing informa. and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the -named c or to dgthe worts stated. March 28,2016 Authorized Signature:Own n / Contractor / Agent Date Building Department Copy March 28,2016 1 �\Cr� Miami Shores Village REC ,b, t1j\ Building Department 7.- 7 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION UNE PHONE NUMBER:(305)762-4949 FBC 201k 411 BUILDING Master Permit No. WSJ 'O _Bch PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ROOFING REVISION ❑ EXTENSION []RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 265 NE 96 ST City Miami Shores County Miami Dade Zip: Folio/Parcel#:11-3206-013-4100 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder)-CARLOS ABDIEL GARZON Phone#:786-252-3778 Address:265 NE 96 ST City: MIAMI SHORES State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name:A&M HURRICANE PROTECTION LLC Phone#: 305-885-0678 Address: 1050 EAST 15TH ST City: HIALEAH State: FL Zip: 33010 Qualifier Name: JOSE G PEREZ Phone#: 305-885-0678 State Certification or Registration#: CGC1522835 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$3,700.00 Square/Unear Footage of Work: 82 Type of Work: ❑ Addition 0 Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: INSTALLATION OF IMPACT WINDOWS & DOORS (2) Specify color of color thru tile: Submittal Fee$ J v'CC Permit Fee$ `0 - � CCF$ 0?' YC) CO/CC$ Scanning Fee$ 'fin Radon Fee$ a- DBPR$$ Notary$ Technology Fee$ J`oO Training/Education Fee$ ` Q:iO Double Fee$ P Structural Reviews 0 Bond$ f{ TOTAL FEE NOW DUE$ T (Revised02/24/2014) r� 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 ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and 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. Signa CSignature ---.,e4 Owner or Agent Contractor The fore=gmstruff a'nt was ac owledged before me this Z I The forego',inn ment was acknowl ged ebe�fore this�/•�day of 20�by y of �{.J ,20 by K/ who is personally known to me or who has produced-,DLL who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign. Print: Print: My Commission Expires: ALAIN JAVIER MANRESA .>?'" ALAIN J VIER MANRESA MY COMMISSION is FF203463 MY Commission MY COMMISSION t<FF203463 '`; c;�0 EXPIRES May 03,2019 ' 2o-f,o?•' EXPIRES May 03,2019 < i::4•c• �IpndaNuWySe/vk®:.on •.;4iR-r.'S3 rlwdon yserviceZW #&+i,#8a85&iaR��i�ffi8a+&6�b# stsffiSatS$$�C$#+k�ffiBdt�B'•. � APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 07/10/07)(Revised 06110RM)(Revised 3/15)09) . " - ` , ...........__ ... .... TKI sec.TV OP RRICANE CTI By cwl 7753 mm wm mp 'ga"10�� ' — —_-_.~-�—�—_--~_^---�----'—^----� _----�_^-----� . ~_'`_^'—_--� � s ► STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850)487-1395 .a 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 PEREZ, JOSE GUSTAVO A&M HURRICANE PROTECTION L.L.C. 1050 EAST 15TH STREET HIALEAH FL 33010 c Congratulations! With this license you become one of the nearly t one million Floridians licensed by the Department of Business and a" Professional Regulation. Our professionals and businesses range STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque restaurants, DEPARTMENT-Of BUSINESS AND and they keep Florida's economy strong. pROFE ULATION ! `` A h Every day we work to improve the way we do business in order to 1 CGC1522835,+� ` ^12/18/2014 serve you better. For information about our services,please log onto www.myfloridaticense.com. There you can find more information CERTIFIED G about our divisions and the regulations that impact you,subscribe pEREZ,JOS p ; " to department newsletters and team more about the Department's A&M HURRI C. initiatives. Our mission at the Department is:License Efficiently,Regulate Fairly. We constantly strive to serve you better so that you can serve your j3 ' customers. Thank you for doing business in Florida, IS C-ERTIF.IEO under-the provisions of Ch.480 FS. and congratulations on your new license! Egpoftndiie:Auo31.2M6 uatzieoonosza DETACH HERE RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF'BUSIRESS•AND PROFES$IQNAL-REGULATION CONSTRUCTION 7NOUSTRV LICENSING,BOARD ;r ccc9�za� _ a The'GENERAL CONTRACTOR Named belovr IS CERTIFIED Under the,provisions of Chapter 489 FS. Expiration)date. AUG 31, 2016 - PEREZ,JOSE GUSTAVO B�Mt �• A 'HURRI'G NE PRaTCt_,O L L G. 1050 EAST 15TH A , HIAL-EAH `+•tea.. ,h �^'?n 'k�`�� Y� •t. ■ ISSUED: 12/18/2014 DISPLAY AS REQUIRED BYLAW SEQ# L1412180000629 6 c CERTIFICATE OF LIABILITY INSURANCE °A09 115' 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 ADDITI NAL INSURED,the pollcy(tes)must bs endorsed.if SUBROGATION IS RIVED,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). ,ICER NA;CONFACT Sergi Medina Emmanuel Insurance 6 Associates,Inc. ,( 306)893-0003 (305)691-4381 2370 E 8TH AVE swW@emmenuelinsurence.com ARFORIXNG COVERASE "Co HIALEAH FL 33013-4236 INSURERA: United Specialty Insurance Company 12537 NSURED INSURERS: A 8:M HURRICANE PROTECTION,LLC pMURERC: JOSE PEREZ I D: 1050 E 15 STREET INSURER E: HIALEAH FL 33010 NSF; 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 01: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. LTR TYPE OF INSURANCE anPOLICY NUS LIMITS GENERAL LIABpny EACH OCCURRENCE $ 1,000,000.00 COMMERCIAL GENERAL LIABILITY PREMISES Oren $ 50,000.00 CLARO MADE ®OCCUR ME)EXP WW are pwn) $ 5,000.00 A Y SIIIO14AO1621-02 09/16/2015 09/16/2016 PERSONAL&ADV INJURY $ 1,000,000.00 GENERAL AGGREGATE $ 2,000,000.00 GEN1 AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ 2,000,000.00 POLICY 7 PRo LOC $ AUTOrE LIABILITY e o de I.CONSINEDIINGLE LIMIT $ BODILY INJURY(Pe PMM) $ ANY AUTO � OS� ULED BODILY INJURY(Per ecddent) $ NON-OWNED $ HIRED AUTOS AUTOS $ UMBRELLA LU1B SJR EACH OCCURRENCE $ EXCESS UAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION T AND 10MOVEW LIA B ITV ANY PROPRIET EXCLUDED? Y�NIA E.L.EACH ACCIDENT $ Oy _"�CL�� E.L.DISEASE-EA EMPLOYE $ DE�RIPT1dWNW TIONS r E.L.DISEASE-POLICY LIMIT $ DESCWTIONOPOPERATIMILOCAMMIVgHNXM(At=hACMICI,AddNkodRomatim .H more SPS is required) Hurricane Shutter. Arry Changes or alterations Done to this document after being issued shall constitute it null and void. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Village of Miami Shores THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2ND AVE ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores FL 33138-2304 AUTHORIZED RE+RESE41I'ATiYE ®1968-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD 9 ' TE CERTIFICATE OF LIABILITY INSURANCE DA12/21/a�2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such andomementM. PRODUCER CoNrACT David Carothers P E 888 350-7729 FARNo: C/o Praxiom Risk Management,LLC 123 West Bloomingdale Avenue#300 Brandon,FL 33511 INs s AFFORDING COVERAGE NAIC a PauRaR : American Zurich Insurance Company 40142 INSURED INSURER a Resource Management,Inc.Alt.Emp:A&M Hurricane Protection L.L.C. INSURMC: 281 Main St.Suite 5 Fitchburg,MA 01420-4371 INSURER D: I>HER 8: INSURER F: COVERAGES CERTIFICATE NUMBER:16MAOOSW839 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. ' IR OF INSURANCE POLICY NUMBER ADDLSUSR POLICY EFF POLICY EXP LT TYPE 1.111111711; COMM ERMAL GENERAL LIABILITY EACH OCCURRENCE $ AGETORENM CLAIMS-MADE F—I OCCUR PREMISES v $ MED EXP(Any one $ PERSONAL&ADV INJURY $ GENT.AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE Is POLICY[:]ECT F LOC PRODUCTS-COMP/OP AGG 1$ OTHER: Is AUTOMOBILE LIABILITY LIMIT $ ANY AUTO BODILY INJURY(Per person) $ ALOOWNED SACHEEDDULED BODILY INJURY(Per accident) $ NED HIRED AUTOS AUTOSUTOS IdUAMAGE UMBRELLA LIAR OCCUR EACH OCCURRENCE $ !DED CESS LIAR CLAIMS-MADE AGGREGATE $ RETENTIONS $ WORKERS C09APENSATKXJ AND EMPLOYERS'Ll40UTY ANY PROPRIETOR/PARTNER/EXECUTIVE YIN E.L.EACH ACCIDENT $ 11000,000 A OFFICERIMEMBEREXCLUDED? NIA WC 9"0-464-01 01/01/2016 01/01/2017 (Mandstay In NH) E.L.DISEASE-EA EMPLOYE0$ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 Location Coverage Period: 01/0112016 01/01/2017 Client# 670003-FL DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Sdfedule,may be attached H more spew Is raqutred) Cove Is provided for A&M Hurricane Protection L.L.C. only 9=9 co-employees 1050 E.15TH STREET of,but not subcontractors HIALEAH,FL 33010 to: CERTIFICATE HOLDER CANCELLATION Miami Shores Village SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 10050 NE 2nd Ave THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami shores,FL 33138 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE a)1988.2014 ACORD CORPORATION. All rlahts reserved. 1) 72(X 80 40.00 SQ NOA: 15-0603.13 Z4+36.7-40.2 FOLIO NUMBER: 11-3206-013-4100 FD 600 MEAN ROOF HEIGHT: 15° DESIGN WIND LOAD: 175 MPH CARLOS ABDIEL GARZON 0000 265 NE 96 ST, MIAMI SHORES FL 33138 ••• •••• ••••� .... . .. ..... ...... . ... ..... .. .. .. . ...... . . . . ...... (X) . . FRONT DOOR NOT INCLUDED MEAN OF EGRESS 5 1� ` (� -) 74 X ®,� f 38 3/8 v" V 19.72 SQ FT Miami Shores Village NOA: 15-0728.05 Z4+40.4-43.8 APPROVED BY DATE HR 200 ZONING DEPT BLDG DEPT wt ! 11 x.11 (',T rO C OMPt-1nNOr_wlll-1 nt_L FEDEIIA Pt IN 1Y 111 11 f S ANI) Cll11 ATin`Ie y� iN®E MTAMITROL COUNTY + PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 474 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2 T(786)315-2590 F(786)315-2559999 NOTICE OF ACCEPTANCE OA www miamidade tovleeonomv ECO Windows Systems,LLC 9114 N.W.100 Street, Medley,FL 33178 COPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County 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 tasting 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 •••• DESCRIPTION:Series 600 Aluminum Outswing Doors-L.M.L "" """ APPROVAL DOCUMENT:Drawing No.W12-08 Rev C,tit a eries 600 Alum OAWj;lg EntMWJJoor ; • (L.M.I.)",sheets 1 through 9 of 9(inclusive 7.1),prepared by AL-Farooq Corporation,date>$A2/13/12 aad last revised on SEP 04,2015,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County-broduct ConVbl o 0: Revision stamp with the Notice of Acceptance number and expiration date by the Miami&DIA;CountyUvtluct ••�••• ...... . ... ..... Control Section. • .. .. .. . ...... MISSILE IMPACT RATINLarge and Small Missile Impact Resistant ...... • Limitation: *00000 1. See Single or Double Door Design Pressure(DP)ratings in sheet 1.See Single or Double DoolbVfdlings v+ith sidelites(w/wo Reinforcement)and Standalone Single sidelite rating in sheet 3.The Max door leaf fwidth sha:f not to exceed 37".See locking options I &2 in sheet 77.1. 00 0 2. Laminated glass types Gland 02 are limited to.090"Kurarary's Butacite 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 revises NOA#12-0402.03 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 L Chanda,P.E. NOA No.15-0603.13 C�=NUZMOUW Expiration Date: March 20,2019 Approval Date: October IS,2015 ,e ,L``(� Page 1 l 19C0 Windows S t ms 11C NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(see below) 2. Drawing No.W12-08 Rev C,titled"Series 600 Alum Outswing Entrance Door(L.M.I.)",sheets 1 through 9 of 9(inclusive 7.1),prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on SEP 04, 2015,signed and sealed by Javad Ahmad,P.E. B. TESTS(submitted under file#12-0402:03) 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 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-12-4027dated 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 addendun,lettgr dated J*g•29,20121•• issued by Hurricane Engineering&Testing,Inc.,signed and sealed by Ram E.Mroz-3eda,.P.E. .• C. CALCULATIONS ..°"�`+`—° • 1. Anchor verification calculations and structural analysis,complying wi $�-2014 R Editiow o. prepared by Al Farooq Corporation,dated June 02,2015,signed and sd,tedby Javod• ,v., 2. Glazing complies w/ASTME-1300-02,-04&-09. ••;••; .• ;•; •• ••' .. .. .. . ...... D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(REIN). ' •••• • . . . E. MATERIAL CERTIFICATIONS '• 9.4:06 • 1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America,Inc. (Former E!r DuPont DeNemours&Co.,Inc.for the"Butacite®PVB interlayer",expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA)(former Solutia,Inc.)for the"Saflex:Saflex Clear&Color glass interlayer",expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance t FBC 2014(5th Edition)and letter of no financial interest, prepared by Al Farooq Corporation, e ,sign and sealed by Javad Ahmad,P.E. 2. Addendum letter dated June 29,2012,issued by Hurricane Engineering&Testing,Inc.,signed and sealed by Rafael E.Droz-Seda,P.E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA#124402.03,expiring 03/20/19. 2. Test proposal,dated 10/14/11 and 02-21-12 approved by PERA. haq I.Chanda,P.E. Product Control Examiner NOA No.15-0603.13 Expiration Date: March 20,2019 Approval Date: October 15,2015 E-1 1/8'HEAT SIMM.CLASS 3/16'HEAT S.Ow hamlSIUW TREN'D.GLASS oyaz 090"hdarlayer N atacNfe Pyg Butocae PV9 By'KumM America,Iae.' ey'Itarwoy America,Ino.' 3 1/e HEAT SIREWD.GLASS 3/18'HEAT SMEWD.GLASS �,�' ��ut AI T3 COCORNING 899 �� DOW CORNING 899 2M m 26 20 a m 14 W , ',,. A 34 SETTING BLOCKS AT LAN.GLASS l; 0 `` REQD.FOR WIDTHS EXCEEDING 36'ONLY. L g NOTCH GLAZING BEM LEG TG +a� ye31 CLEAR BLOCKS GLASS 101' GIASS r E '12' U 1/8"TEMP.GLASS N 5/18'AIR SPACE 1/8"HEAT SIREN'D.GLASS ASO'Interlayer Salex Clow And Color Gk= By'Eaetrnan Chemical Co.' n 1/8`HEAT STREWD.GLASS 3 rp n �+ 0 Ta CORNING 899 STEELZ 3 20 Sr.S m METAL SPACER 3 .. la W0)B 35 SILICONE SERIES 600 ti ALUMINUM OUTSWING ENTRANCE DOOR ri\� ! SETTING BLOCKS AT INSUL.LAM.GLASS STAND ALONE SINGLE SIOEI.RE SEE SHEET 3. SHEET 2. NOTCH GLAZING DEAD LEG TO CLEAR BLOCKS SINGLE AND DOUBLE LEAF DOORS WITH SIDEUTES SEE SHEET 3. LA13S TYPE 'r _G3' LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL - APPLY TO ENTIRE SYSTEM. MNmucrWrAm wreewPyhowmOxl?TaMA 9 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. AeegWN�1 THIS PRODUCT NTS FLORIDAHAS BE DESIGNED DINT TESTED TO COMPLY WITH THE • • •• • • • • • - - m a REQUIREMENTS OF THE BUILDING CODE INC.l1DING F{ltlM VELOCITY • •f • • • • ••• • HURRICANE ZONE(HVHZ� • • • • • • • • • 1BY OR Wr WOOD BUCKS BY OTHERS.MUST BE ANCHORED PRDPERLY f• ••• •• • • • •• a t TO TRANSFER LOADS TO THE STRUCTURE. AINAD ANCHORS SHALL BE AS USTED,SPACED AS SHOWN ON DETAILS,ANCHORS THESE DOORS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. Ea9� uCAL �+ e EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. • •• S HUnp%A% �6070M g ANCHORING OR LOADING CONDITIONS NOT SHOW IN THESE DETAILS ARE • • • g NOT PART OF THIS APPROVAL • • • • • • • • $ y •• • •• f • • S 42015 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WGA ONLY. • •• • • • • • • dro*Tfrg no. COME INTO CONTACT WITH OTHER DISSIMILAR MA M SHAD.MEET THE •f • ••f • •f f e W12-08 MATERIALS INCLUDING BUT'NOT LIMITED TO ETAL SCREWS,THAT REQUIREMENTS MTF THE FLORIDA BLDG.CODE. shit 1 of 9 ••• • • • ••• • • • • • • • • • • • • 8 to Z 1 48 62-030-40V0a INVOI IS 1WOIVW33(1 $0—Z LM Nrnssiwwoo ownine Vowctu aNV T"��0 olmmlrre'� (slsn9 .3 s £) 60-0 £L3 NO a3M3VaV 38 01 S1N3Yl3amOM SS3HD3 Q 31ON &JI+WP 38V 133HS SIHL NQ o, 'VN 0 •• •i •• S102fi�8 • • • • • N•• • •• e R zsaL 3d vu • • 000 • q r -- HJAUA 3WVa3 = SNo00 X 9LAl 'o T Y awaw m 1+�3 ,SZ V1 L -1HOM 3NVad =IMON '9 N Cpl e� •• • • • •• ••• •• aq Rmap • ••• • • • • •• • 0'9L waft ,AB • •L£• ,9L j o'9L waL .BS .L£ ,4/£-6c B P m {-)•1w t+Y.uc3 3mw 3� (-Y1w (+Yyo •3�A38JaIta03A 39M MM SM'S aBS"MM 'S99a HIM smo a&tvmm vm HIM $ (x11)atsm W mmoa no= AIaVdVo WA £133M 33S as-AUM.M aro'c=ON ma- uwdm am saooa 3in3M 310NIS 3NaW OWLS (p) (XX) (X) Iron,L£ HIM AD 'xwv as a3S11 38M OM 38 M 03511 38 Awl a 'DdO-M IM MMMO m 'Od0 Ta 'Od0'70 TIIaO 3N1tla003o m 'Od0'i'0 TIa:1 3ADVO 3a ,o/£z£ ao sraNnn 3swA ,si/si sz .ei/sl sz ao sNwrrw 3srrs .si/si az a0 sNwolw 3sro� � 0311ddV 30V�If15 MMdV 30VlaaS a31MdV 30Vd11115 Jkl ki 391M I 3NtDaM I 3mm is z / w M! II // II \ It \ gN 11 \\ • 1, �a� __ /(/ / NI UUN= 'L 13315 33S / NOBdO) --__ __� WA t HS rlf Ol D -===a DUB=IAAD CAPACITY-PSF 148`I" DEIGN LOAD CAPACIIY- FM DUB= BIH WOKE OR DOUSIE LEAF DOORS TESTED FRAME WIDTH gy STAND ALONE SOMLE Smam (SEE mm Ravo HEAD&SILL ANCHORS N smmm smarrE IWOUT sroELIIE 6man BLTHOUT 67TH CLUSTER GF (4)AT 3* t�tZ WIDTH HE00 RMUORCING WWI Howl FRWE FRAME FRAME REINFORCING HSINFORMG 8" AT)A LL tY !" IHaIEs OkHEs Exrd+) 1Hrt-) ams wcrEs Exrd+) 00.(-) Exrd+) IU.t-) 3` MAX. g 24 70.0 75.0 24 7" 754 70.0 75.0 5"MAX. HEAD iQC 30 704 75.0 30 Tao 75.0 704 75.0 r F T1P. A SILLCORNERS 35 82 704 780 36 82 700 754 704 75A ~I '`• $fu 37 70.0 75A 37 70.0 78.0 70.0 75A 42 81.7 88.1 42 61.7 8&1 61.7 88.1 24 70A 75A 24E- IK 70.0 75.0 70.0 75.0 30 70A 750 3070.0 75.0 70A 784 38 Be 70.0 754 38 70.0 754 70.0 784 II / I 1 37 70.0 784 3770.0 754 70.0 75.0nom_ \ 42 81.7 8&1 4261.7 86.1 81.7 66.1 II A I I 24 70.0 75.0 24 70A 7&0 Tao 75.0 N I I 30 6119 609 30 899 669 70.0 7&092 H -- 92 36 64.1 84.1 36 64.1 64.1 70.0 76.0 37 83.3 63.3 37 63.3 63.3 70,0 75A24 83.3 63a 24 63.3 63.3 70.0 75.030 s79 579 w $79 879 118 98 G ____JL____. __._L__....- I 136 53.1 83.f 38 ni 53.1 70.0 7&0 -----tt-----37 52.4 SZ4 37 52.4 52.4 70A 784 i III�ffORCINO \ it\ P(p SEE CHART \ SE I I � Z�1j, \uvll_ ataC>NE " Acrr{IE _ v r 8 39-3/4-MAX.(SKGLE) ��" � 78'MAX. DOU SURFACE APPLIED W W SMOLE SMEUfE WIDTH SIDE,DE WIDTH ( BLE7 FALSE MUNIINS 32 3/4- 28 15/18' 26 15/18- DOOR FRAME WIDIFI DECORATIVE DRILL D.L.OPO. D.L.OPO. D.L.OPG. 10 MAY DE USED NOTE: 37' /RDA1tCfRLL &O FOR DOORS CAPACITIES SEE SHEET 2. LEAF WIDTH bo ftcagfaldldleP41eih v FOR SIDELITE CAPACITIES SEE CHART ABOVE. SIDEUTE FRAME WIDTH 39 3 (( (tel AAM~ iirot O ; c o LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. SEE OWWT AT LEFT DOOR FRAME WIDTH t. M ¢£ (OXXO) R E MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 S0. FT. PER FBC 2014 OIASS D.LO. DBAS. •• ••• • • • • • •• D 10. HEIGHT{SR)ELITE) m FRAME HEIGHT - 11.000- • • • • • • • • • D.L.O. WIDTH (SIDELTTE) - FRAME WIDTH - 4.438" • • •• • • • • • < • • •• • • • • ••• • _ �l Elgr �i PE 5m g • . . . tot . ••i i • ••• e• • GY4SS EAPI4CITIES ON THIS SHEET ARE • •• • ••• ;# Opt•AST1A ••• E1300-09 (3 SEC. GUSTS) {}d 201 dmwiHg IID. •• • FLO DA BUILDING COMMISSION W12-08 DECLARATORY STATEMENT DCA05-DEC-219 sheet of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PROPERLY SECURED f 8/18'MW.BMTEDGE . OR VWOWBG= 7HRW EDGE DIST. ELEVAMM 18Y ��qC T+ PENETRA7WA1 FOR SPACWO •�, a.' EDGE DIST. SEE NOTE SHEET 1 NEML .z= ;.".•.' n• * j4• "d.'• E WOOD STRUCTURE SIRLOURE EDGE DISCjF pt Z +wL TMCAL A i 2 SEE ELEVAT WORS �EELLEY MOM EUVOU'� 1[ 1 1 FOR SPAM FOR SPAONG FOR SPAcm ------------ --------------- - =� { � � -@• 11 YIANI-HYPE OOUNSY APPROVED I I IjSEE SEPARITEN jl 1L_________ _______'1 o GLAM SEEEft S TYPICAL.ANCHORS SEE ELENAWNS t FOR SPACWG C9pp Lta 0: n s O iBY OR 28Y WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS1. $ wMUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER $? ao THEM TO THE BUILDING STRUCTURE. Z �l 3z TYPICAL ANCHORS: sEE ELEV.FDR sPActm 1/e 01A. ULTRACON BY '(FU-177 X%Fya135 KSI) w ws INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD HEAD JAMBS THRU 16Y BUCKS INTO CONC. OR MASONRY > r 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) Cabl 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) AeteppapNa DIRECTLY INTO CONIC. OR MASONRY g 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 7A 7 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY (JAMBS) I #14 SMS DR SELF DR 1. c1`RFgfS (GRADE 2 CRS) ' a1 i i 2 .190.Vrl-iaV C(�1NTY•AP�iMW.MUWONS (MIN. THK. 1/8") • INTO MLIAL• • • • • SFEEI� i IM �� LKS1 MIN.) a m v C. �Q,LUM W /e1'RIM MIN. 63-95 MIN.) DOOR DETAILS ••(STE"1N CdM?ACT WITH ALUSINW TO BE PLATED OR PAINTED) EfWti J TYPICAL EDGE DISTANt `J�Dp111. " . CONat5E algMRY d. 2-1 j2"MIN. #Aieu2 ItM METAL•STRUCTURE = 3/14" MIN! • 'LIIU` $ EDGE 00. TYPICAL ANMRS •• • • •• • • • • • MW. SEEFOR ELEVAMOM SPMA ..• WdOC AT I�0���R�po�t Sfi M�1•• droxing no. THROW 13OLT CO R2 TE/d READ, OR JAMBS to- 3000 PSI UK Wi Z—O$ PFNERtATKIN C-90 HOLLOW/FILLED BLOCK AT AM Pm=2000 PSI MIN. sheet 4 oT g • • • • • • • • • • • .• •• • • • •. •• 1/4'MAX. © CONCEALED FLUSH BOD1/4'MAX. Y SHM LEVERSSTMILES O LEVERS AT E FACE SHIM J 18Y N TYPICAL ANCHORS . WDOD 84K3C SEE ELEV. 18 1" FOR BPACBgO t 28 1J v 7 •P TYPICAL aRmm w SEE ELEV. FOR SPACING 23 *••j' W 25RIOR °.•i 19 9 MM STRUCR.IRE SEE SPED SHEET 44 r TRUM ^RDR2c OPTIONS 1 OR 02 39 /4 MAX. ON 2 SHOeN) SINGLE . FRAME%TDTH SEE SHEET 7.1 FOR DESCRIPTION 1/4'MAX. 1/4'MNt.•, CONCEALED FLUSH 80VIS E ul LEPERS AT INSIDE FACE OFSTILE CONCEALED FLUSH BOLTS 2BY 8�D TYPICAL ANC1 •. LEVERS AT STIE FACE OR SEE W.*t': A WOOD FOR SPACING 18 INACTIVE 1xv ACTIVE TAB NOM 1 n 26 1J 24 O O_M m 0:1 O • ..•t W WS •° 23 •'•i. � 7: TYPICAL ANCHORS 19 8 D.L.O. It 10 ----- DA,O. FOR SPACING LEAF WMM Lac OPMN EXTERIOR K LEAF VADTH L�R f85 78•MAX. s s DOUBLE DOOR FRAME*WM �$ 2 PONT LOCK ASSEMBLY •kMMt9°rkb m 4 POINT LOCK A_S WBLY •• •• M�pMa Re T INAtT146 • • • • • • • AC1'IY$I$AC` &t/trrila OW m • • da11R t1 N g3 Ear.m"m 3 FIA K E_QTwa2 •i' • aajj EXTE;iXO6 • • • ZU15 droving rro. DOOR ETAM W12-08 shoat 5 of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS Vr� > � I/r MAX o S illy ':N.'•, .M 1. T'• .WOOD SUCK 0 • NPMAI.ANCHORSELLE .� SEE ELEV. FOR SPACING 19 - 2 4f p ANCHORS SEE ELEV. ^^ FOR SPACING W 14 EXTERIOR STRUCAIRE �C SEESPE4 4z•1 r 88•HT. 37" 98•Hi. MAX SM SIOEUTE WKY P(mDUtfREYI>'m U CLAZRiG OPTIONS REINFORCING SEE SHEET 0,2 SW 18 AS RM F� ,,4•MAX-. o AT 5•FROM EROS o SEE SHEET 3 � F•1 AND 11"O.C.MAX. `{ M 8 9 3 G 13- n 83 W �i •"•' Z ti 18 �Z vS p 1 29 13 0 d• 1 � 1 I CAL ANCHORSSEE yWWy��'•• L_ FOR SPACING •,t3"-.� gg$g 14 18 25 23 & O.L.O. 19 9 D L0. LEAF WID11i 4 4A EXTERIOR •• ••• SIOM TM MAX.DOOR FRAME WIDTH • •• • • • ••• • MAX UNIT FRAME WIDTH E11ffii � 4,0 22 f O N'S638" r1• • • • • • • • • • • es • e • • • • • • EDGE MST. v ' - • •• • • • • • • droving rb. '<-•`.' < TYPICAL ANaTols •• • ••• • ••• • S 20� W 12"'•08 FOR AsmEuTE =Zs ai1•at a of 9 • •• •• • • • •• •• ••• • • • ••• • • rr81L PABP t) READ. DRSOMPTm MAmum mim./SuPPLUR/mIAsKS �t�.. Y 1 E801 - DOOR FRAME HEAD/S>LL 6OB3•-T6 2 E802 - Fivia GXA4it 8D63-T8 - N 3 E803 DOOR FRAME JAMB 8063-78 - 4 E804 Swan TOP&BOTTO&fRAME 8063-76 - 4A E02S - SWELITE V BOTTOM FRAME 8063-TB - 5 E808 - ISIDEUTE MUM JAMB 8083-TB Qi 6 E608 - SIDEUTE SLIP ON JAMB 8063-T8 - 7 E607 LEAF TOP&BOTTOM 7A E828 - I LEAF 9"W-TOM RAI. 8083-T8 ti 8 EM - law W'SW AOAPIER- 6063-TB W 8 E809 - LEAF HINGE STILE SD63-78 - a t0 E610 - LEAF LOLL SOLE 6083-ffi 6 11 E611 - LEAF ASTRAGAL STILE 808348 - $ 12 E612 - LEAF ALIGNMENT BRAOKET 6083-18 - /3 E813 - LEAF CLAMP 8063-T8 4-1/e LONG g 13A 013 - HOW BACK-UP PLATE 8083-78 i2"LONG 1eSl 14 E814 - GLAZING BEAD(6/16•LAN.GLASS) 6083-78 - 14A E109 - GLAZING BEAD(7/18'LAM.GLASS) 806346 - t 16 E815 - GLAZING BEAD(6NSUL.GLASS) sm-Ts - 18 E818 - SNAP 00VER _ S063-T6 - J 17 E813 iET SUPPORT 8083-T8 NOT SHORN SS 18 - AS REGO. SIDEUM MUUXN REINFORCING 6083-76 N 19 FD-107 3/LEAF BUTT HINGES ALUMMM SUUMN&ASSOM _ 20 FBI202 - FLUSH DOLT LEVER - SULLNAN&ASSOC. 21 FTLI�1455 - CONCEALED FLLNSIN I�LT ROD ST SIE£1. SULLIVAN&ASSOC. Go 22 (112 SMS AS FEW.jFRAhIX ASSEMBLY SCREWS 23 $12 X 3/$ - HIM 06MAAM0N FASTENERS - FH SMS �M 24 - - 3/6"DIA THREADED ROD STEEL Z O 28 W11323 - PRE W'STRIPPNO WOOL ULTRAFAB 28 E20618-KN-3020 - BULB W SCRIPPING EPS 2�j 27 E206 - GLAZING BEAD BULB - SANTOP1ffNE ULTRAFAB O P Q 26 - GLASS S0.KXINE FRANK LOWE RUBBER CD. w;;a 29 E622 - FLUSH BOLT CUP NYLON - 30 OLGIRC BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 OLO1W8 - WHILE BOLT SUPPORT W= POLYETHYLENE ACME PLASM 33 010 X 3/4' 2/ADAPTER FN SELF MUM SCREWS 34 - 2/UTE SERNG 910CK. 1/4"X 1/2'X 4'LONfl EPO& AT V FRILL EACH END.MI)METER 80*5 e 38 - 2/UTE SETTING .1/4"X 3/4'X r LONG EPOM AT S" ROM EACH END.W1I�11ELER 8016 S S SEALANTS: � � ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. Pg"crermw e •• ••• • • • • • •• �aeeetlFloetlt•W ibl'� •• ••• •• � • • •• X64+F,,,\� a .fplr.JAor& FLA.PE NL it708f1 8 $$ • • 0*0• • • • • • • • • • • • • 0 • • •• • • •• • • • e •• • • • • •• • • drawing no. •• ••• • •e e • EP 4 2015 W12-^08 sheet 7 Ot 9 • • • • • • • • • • • •• •• • • • •• •• LOCKS 020 916 amm&- N ecT1VE Ices, ASE LEAF! Te 4 POWT LOCK ASSEMBLY dAt-8007 BY'LNTEtiLOCK USA INC.' CONVENRONAL DOOR LOCKSET WITH HANDLE 0 (2)LOCKING POINTS E1GAGWG AT INACTIVE LEAF AT STRIKE PLATE DELTA 81m BY'KW-wr LOCATED AT 35-1/4'FROM BOTTOM r' 1/2'DIA.THROW BOLT(1)AT TOP ENOADNG FRAME HEAD KEY OPERATE)ON EXTERIOR AND THUMB TURN ON AND(1)AT BOTOOM ENGAGING FRAME SILT. INTERIOR THRON BRIT LOCATED AT 44-3/4"FROM BOTTOM THROW BOLTS ATTACHED TO LOCK ETY 3/8'CONNECTING RODS CONCEALED FLUSH BOLTS BY'SULUVMI&ASSOC.' 8 LOCK MOLE LOCATED AT 42-1/2"FROM BOTTOM 1/2'X 2"THROW QTS ENGAGING FRAME AT HEAD AND SBL '.-._. MANUALLY OPERATED LEVERS MOUNTED ON SIRE FACE 2 PONT LOCK ASSEMBLY BY'INMUM USA INC: LOCATED AT 10-5/8"FROM TOP AND BOTTOM h 1/2'DIA.THROW BOLTS AT TOP AND BOTTOM MIAOM FRAME LOCK FASTENED TO STRE Wmi(2)/8-32 X 1/2'FH MS HEAD AND FRAME SRL. macrroE LEAF. � THROW BOLTS ATTACHED TO LOCK BY 3/8'CONNECTING RODS LOCK LOCATED AT 42-1/2'FROM BOTTOM CONCEALED FLUSH BOLTS BY WWVAN&ASSOC.• 1/2'X 2'TWO BODS ENGAGING FRAME AT HEAD AND SRL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF SBLE LOCATED AT 10-5/8'FROM TOP AND BOTTOM LOC(FASTENED TO STILE WITH(2)#8-32 X 1/2'FH MS i it L 1 II I II PRoDBCrREvt" Z;,2_ \ i \ i i / \ \ / �cd. •Mh n�I� � 3 z 0 v I II �y OWNR NINE I 4N4L`IWE L L ACM ACTNE DNCTNE AC1NE O gill gigt� N 3-1/2"X 7-5/8"X.12Y THK EXTRUDED ALUM HIN SE FANG JJB(pD A1WM PART$FD-107 BY SULINAN&ASSOC. FLA. 74W 3 HINGES PER LEAF • ••• • ••• • • CA BOTTOM HINGE AT 10-114•FROM BOTTOM • • • • • • • • • • TOP HINGE AT 11-3/4'FROM TOP • • • • • • • • CENTER HINGE AT MIDSPAN(38'O.C.MAX.) •• • • •• • • • • • (�I�1 HINGES FASTENED WI1H/10 X 1'FH SMS • •• • • • • • • � p drawing Ap, (5)SCREWS AT HINGE STILE •• • ••• • ••• • W12-08 (8)SCREWS AT FRAME JAMB sheet 7.101 9 ••• • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 9 • ••• • • 4.000 1.750 �A78 X)19 .394 .130 to W a .825 M3 .045 .803 .080 .803 .045 z 3 CI1.525 .078 ��pQ++. 4.031 1.047 1.047 1.172 1," I 4.750 qQi 2.082 to GLAZING� GLAZI 15 GLAZING S t DOOR FRAME HEAD/SILL n t.S07 4A00� 1.507 7 LEAF TOP/BOTTOM RAIL 8 1.6 3 4.719 2 A78 .078 " 3.718 4.781 A78 1.750 1.507 x280 1.Soaaa O 7.831 .312 fn 4A00 s LEAF HINGE STILE A82 v w11h IMt RbiYa 1.507 5.344 No 1.750 r-4,000---1 LEAF WSTRIP ADAPTER 1c pr y,.pw_3�y j9 t- (2) � S o�1 084 SIDELITE TOP & BOTiOM FRAME a- 1.750 2.081 1.807 .312 .442 z 1.750 3 .078 aza 1.584 O z A� 7n 9" BOTTOM RAIL t2 W;8 1.812 1 to LEAF LOCK STILE 1.507 LEAF ALIGNMENT BRACKET .750 lei ��-.set 2 FRAME COVER &344 .078 .375 -� .080 II 1.197 1.80.7 1.780 1 1� .125 3.781 .125 31- 3.719 ,078 .154 4,(p0 t3 AM LEAF CLPL $G is SNAP COVER aLEAF ASTRAGAL. STILE 9.000 HINGE BACK-UP PLATE p 8.281•• •• • • • • • • 18 � ��E -1.5000 1.800 • • • • • • • • • 1.250 I 825 .719 •• •i • i i i i•i • � .719 SIDEUTE MULLION REINFORCINGF FLA PE K<m 00 POO 0 A • 4A00 `�' 4.000 • •i • • ••• • ••4.188 " 3 .078 2.097 • • • • • • :L.:17 1.907 • • 078 I0 • .. • . • • . • Sg 415 at�2,:I1t9 ILO. •O ••• • W12-08 3 DOOR FRAME JAMB 5 SIDELITE FRAME JAMB SIDEUTE 9" BOTTOM FRAME L41 SIDELITE SUP ON JAMB sheet $of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • N U fA DOOR FRAME CORNER W 4 j n SIDELITE FRAME CORNER SIDFI RF MULLION SI IP ON JAMB CORNER Q pM Z o� WW P�UCP dhe•� 12 3 b a�ppp t?4 1 .t •• ••• • • • • • •• Oil n Ener.JM91D NiKAD � � R. tan • •• •••a •• •••• 000 ••f ••• • • • • • 8 • • • • • • •• •• • • • •• • • • • • • ZQ�J dra•ing tro. •• • ••• • ••• • W12-08 LEAF CORNER sFreet g of g Or • • • • • • f • •• •• 000 • •• 0• f T M®�ppE MYAMI DARE COUNTY * PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 HOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F 315-2599 NOTICE OF ACCEPTANCE (NOA) www. 1d dee.g ono Eco Window Systems,LLC ' 9114 NW 106 Street Medley,FL 33178 C PE: 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 Vilocihr Hurricane Zone. DESCRIPTION:Series"Eco-Guard 200"Aluminum Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W09-12,titled"Eco-Guard Series-2Q0 A41m.Ho1'iz°filling ...... Wdw.(L.M.I.Y'sheets 1 through 7 of 7,dated 02/24/09,with revision E dated 07AUT5;prepared by.Al- •• Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami4AW&County 1'kodsct •••• • Control Revision stamp with the Notice of Acceptance number and expiration dateby►the Miami-Bade ;....; County Product Control Section. • MISSILE IMPACT RATIN a and Small Missile Ln act Resistant ...... 000 °°°° LABELING: Each unit shall bear a permanent label with the manufacturer'sr same or loge»city, stats;••;• modellseries, and following statement: "Miami-Dade County Product Control O0$d",unless'otherwise..:. noted herein. • • s°°••• • • RENEWAL of this NOA shall be considered after a renewal application has bdbo.lildi and tlamhas be4i009: no change in the applicable building code negatively affecting the performance of this product.•°°• TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the.product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and .followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors•and shall be available for inspection at the Job site at the request of the Building Official. This NOA revises NOA#14-0317.01 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.I5-072$.05 CNAHW=AD Expiration Date: May 27,2019 Approval Date: September 03,2015 Page 1 Eco Window System,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0312.08) 2. Drawing No W09-12,titled"Eco-Guard Series-200 Alum.Horiz.Rolling Wdw. sheets 1 through 7 of 7,dated 02/24/09,with revision E dated 07/15/15, prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201:-94 3)Cyclic Wind Pressure Loading per FBC,TAS 20394 4)Forced Entry Test,per FBC 2411.3,2.1,and TAS 202-94 along with marked up drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7635,dated 12/09/14,signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA#14 0317.01) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 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,TAS202-94 . •• along with marked-up drawings and installation diagram of a-X&.£alumimaYr: ••••'• horizontal sliding window,prepared by Hurricane EngineeringBC%sting,Int.,Test:...• Report No.HETI-08-2226A,dated 01/15/09,signed and seaWj.§j-Candjdo f;-Fbnt,, • P.E. ...... ..... (Submitted under NOA#09 0312.08) •••••• �•.� ' 0000:' 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS JOU94 . 00 2)Cyclic Wind Pressure Loading per FBC,T'AS 263-94 S 000:0 ..•00 along with marked-up drawings and installation diagram of a34QX.3�1=mi :00.0: horizontal sliding window,prepared by Hurricane Engineering&Testing Wc.,s fest Report No.HETI-08-2226B,dated 01/15/09,signed and sealed by Candida F.Font, P.E. (Submitted under NOA#09-0312.08) 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2227,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) Manue 'or P.E. Product Con of Ex ner NOA Na 728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED B. TESTS(CONTINUED) 5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2228A,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted wader NOA#09-11312.08) 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 031208) 0 9 9 9 7. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 '90000 9999 . 2)Cyclic Wind Pressure Loading per FBC,TAf 2$3-94•• • s •• along with marked-up drawings and installation diagram of Mrdumiddd' horizontal sliding window,prepared by Hurricane Engineering A,,7Testing,Lnc6.,Test:•••• Report No. HETI-08-2229,dated 01/15/09,signed and sealeMbycandidA F.Font, P.E. 9999.. 9999 9999. . . (Submitted under NOA#09-03.12 a8) •• •• •• •••••• 8. Test reports on: 1)Large Missile Impact Test per FBC,TAS;!dM,, 0• • 2)Cyclic Wind Pressure Loading per FBC,TAS 2.03-94.10 0 0 0 0 . along with marked-up drawings and installation diagram of a 6A al." horizontal sliding window,prepared by Hurricane Engineering&Testing;Inc;Test Report No.HETI-08-2230A,dated 01/15/09, signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-03.12.08) 9. Test reports on: l)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 Candida F.Font, P.E. (Submitted under NOA#09©31.2.08) Manuel P P.E. Product Control Ener NOA No.15- 728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-2 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying withC 5th Edition 14),dated 07/08/15,prepared by Al-FmCorporation,si Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. F. STATEMENTS •• 1. Statement letter of conformance,complying with C 5th E jitip!2014) of no••••• financial interest,July 8,2015,signed and sealed y av • 499.60 4444 4444.. 4444.. G. OTHER4"44' 4444 .. 1. Notice of Acceptance No. 143-0317.01,issued to Eco Window-&yAems,6oLW Tor thair9 9 9 Series"Eco-Guard 200"Aluminum Horizontal Rolling Windt'-s j..M.1.'6,=roved•%•• on 04/10/14 and expiring on 05/27/14.' :444.:•. 0 4 6 6 4 4 . . ..4994 4444.. . . 644999 96 . 4694 so a Manuel e ,P.E. Product Cont ! aminer No. 5-0 OA Nxo5 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-3 72" »1• ( AxcHORs AT MWSME ENDS TTP. �v wmm wum WlDDW WIDTH 4 ANCFpRS REt1D.FOR SIZES MID LOADS • YAmEG WRH ON SHEET 2 ONLY I 31 MAX 4' 3 I/Y MAIL 10 S/8'MAX 4" Z t, 2 =Jl a 1� II D II a It It It 2 ( FALSE Sf 1/a' 32 S/4' (s 32 3/a• 32 3/4' I,AY BE APPLU� L D.L.OPQ. DL OPO. .MAY DE DL OPO. D.L OPO. 35 3/e• I 38 ale' ECO—GUARD SERIES-200 VENT WITH vETYPICAL IFLAMNS Nr WrotH ALUMINUM HORIZONTAL ROILING WINDOWa � DESIGN LOAD RATINGS FOR THESE WINDOWS TO HE AS PER o" CHARTS SHOWN ON SHEETS 2. Z Ams THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. APPROVAL APPLIES TO SINGLE UNITS OR SDE BY SIDE O SHUTTERS ARE NOT REQUIRED. TO QUALIFY FOR SMALL MISSILE IMPACT RATING COMBINATIONS OF H R./H.R OR HORIZONTAL ROLLING WITH OTHER y EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. WINDOW TYPES IN NODULES OF TWO OR MORE WINDOWS USING W�� MIAMI—DADS COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WNDOM OR MULLION APPROVAL O ,/B'HEAT STREWIX GLASS WILL APPLY TO ENTRE SYSTEM. 5/16"NR SPACE THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 1/8'HEAT STREN'D.GLASS f/B"MEAT STREN'0.GLA43 1/8"HEAT SHiEN'0.GLASS REQUIREMENTS OF THE FLORIDA BUILDING ODDE INCLUDING HIGH VELOCITY HURRIwow ANEBUCKS ZONE(FMHM. gg A I'm PY9 sen Nielidy� �" X BUCNS BY OTHERS, MUST BE ANC1 D PROPEI�Y TO TRANSFER fi "Gla hw;r 'Ktaaray Amerko Inc.' By'Wuaruy Ametiaa,Mfa' Ame�o.lero.' LOADS TO THE STRUCTURE. s$@@ 1/S'HEAT ANCHORS SHALL BE AS LISTED.SPACED AS SHOWN ON DETAILS.ANCHORS SIREN D.GLASS t/8'HEAT SIREN D.60143 1/8"HEAT SIREMD.GIASS EMBEDMENT TO BASE MATERIAL.SHALL BE BEYOND WALL ORESM OR STUCCO. § SAXONE SKEANE CARNM a AHCHORDXG OR LOADING CONDITIONS NOT SHOWN IN THESE DUTMS ARE DOW CORNING 898 DOW COW"899 P • • • � t •• NOT PART OF THIS APPROVAL Lt f#SOS 2000 GE SCS 2000 F • • WAY • • A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. S&Od•• • • •i •GO aw •IL ALL SHIMS TO 13E HIGH IMPACT.NON—METALUC AND NON--COMPRESSIBLE. S e B 80 m m . .• •• . : .. MATERIALS INCLUDING BUT NOT LLGeITED TO STEEL/METAL SCRENS.THAT g to• a m REQUIREMENT OF THEINTO COMACT EFFLO G CODE.SHALL MEET THE Ettpet J • •• • FLA.PE m�nDtf�16 8ew0h PlN1d11 • • • • • • CAN. ��� l0 10 • • • • • • A�ptetewDaft g AT 1/4 PONTIS ON LIIES AT t/4 POtPiTS oN uIES •.• i Al•At POM �AT L UW GLASS y drawing na WIDER THAN 3S"ONLY WIDER TFWN 3S'ONLY ALL S NOTCH 6tAZAN BEAD LEO T. CLEAR BLOCKS NIS Tom` GLASS TYPE 'H' GLASS TYPE 'C' 2015 WQ8—�2 GLAZING OPTIODTS •.• • . • • *00 • • ehaet 1 of 7 • • • • • • • • • • • •• •• • • • •• •• DSSION IDAD CAPACITY-P✓IF(70,01 OR XX SIZES) DESIGN IAAD CAPACITY- PSF (XOX SIZES) DESIGN LOAD CAPACITY --PSF(XOX SIZES) W/O HOW. MR BMW. S 0 RE@IF. SITS ROW. S 0 REW. WTR 1D1l1F. 81.988 TYPE 8LA88 TYPB 811088 TIPS OIASS TYPE GLASS 7YPE GLASS TYPE OL88 TYPE' GLA88 TIPS am TIPS WINDOW DM. A 'A' 'B' 'C' WINDOW DUES. A 'A' 'B' 'C WINDOW DD09. A 'A' 'B' .C. Z WROTH HE9Ylr EXT.(+) W.(-) FXL(+) wL(-) ExL(+) Mr." Sim wFir E7cL(+) W_) Exrd+)W.(-) oR.(+) BTT.(-) aY10Di ril. ocT.(+) tRr(-} Exrd+)W.(-) EXT4+) W.(-) 26-1/2" 4 7010 80.0 8010 90.0 70.0 Goo 74' �, 9 70.0 BOA 8010 9010 7010 8010 74" 28. 9 7010 Sam 80.0 90.0 7010 80.0 37" 28" 4 70.0 804 80.0 00.0 7010 80.0 106-1/4" (3} 12 70.0 8010 8010 9010 7010 �.0 i08-1/4• (3) 12 7010 80.0 BOA 9010 7010 80.0 � o 53-1/8" (3) 8 Tao 8010 80.0 804 7010 8110 111" 12 "a Sam BOA 90A 704 80.0 111' 12 70.0 8010 Boa 90.0 7010 80.0 74• 8 7110 80.0 Box, 9010 7Q0 80.0 74• 36_3/8• 9 7110 80.0 80.0 80.0 70.0 8DA 74" 38-3/8• 8 70.0 8110 80.0 �.0 7010 8010 26-1/2' 4 TOA �A 8110 9010 70.0 8010 106-1/4' (4) 12 7010 Wa 80A 90.0 7010 80.0 106-1/4' (4) 12 - - 8010 90.0 70.0 80.0 37" 38-3/8" 4 70.0 8010 So.0 9010 7010 Bob 111• 12 70.0 Sao 80x, 9010 70A 80.0 111" 12 - - 8010 9010 70.0 B0.0 53--i/8" (4) s Tao 8010 Bao 9010 70.0 8010 74• 9 7110 90.0 SGA 90.0 7110 MA 711• 60-5/8' a Too 80.1 BOA 9110 70.1 eoo �a 80-5/8' 74• 6 7010 80.0 80.0 90.0 70.0 Sam 106-1/4• (5) 12 70.1 BOA BOA 90.0 7010 �A {5} 26-1/2" 4 7010 80.0 8110 9010 7110 8010 111" 12 70.0 Bao 8010 90.o 7010 80.0 74" Sr 9 70.0 70.0 80.0 9010 7010 Boa 37' 50-5/8• 4 7010 80.0 GOA 9010 7010 80.0 74' 9 70.0 70.0 80.0 90.0 70.0 60.0 (5) 53-1/8" (5) 6 7010 80.0 804 904 70.0 80.0 108-1/4" 12 7010 '7010 8010 82.6 7010 80.0 72" 9 7110 8010 8010 90.0 7010 8010 74' 8 180.0 8010 90.0 70.0 8010 111" 12 70.0 7010 80.0 80.4 704 8010 84" 21C 9 70.0 8010 8010 9010 7010 8R0 26-1/2" 4 7010 BRQ 80A 90.0 704 8010 72' 9 70.0 Boo 8010 90.0 704 80.0 96" (3) 12 70M Boo 8010 904 70.0 80.0 37• 4 68.9 77.5 80.0 90A 70.0 80.0 84" 24" 9 70.0 80.0 60.0 90.0 704 Boa 108" 12 7010 8010 80.0 90.0 70.0 80.0 53-1/B" t8) 6 7010 70.0 BOA 90.0 704 S.0 98" (3) 12 7010 BOA BOA 90.0 7010 80.0 72• 8 7010 8110 SOA 904 70.0 80.0 74• B 70.0 70.0 80.0 80.4 7010 �.0 109• 12 loo 80x, 8010 90.0 70.0 80.0 84" 36• 9 7110 B0.0 SOA 904 70.0 80.0 yg j 24' 4 70.0 80.0 BOA 90A 70.0 BOA 72" 9 70.0 80.0 10.0 9010 70.0 80.0 86" (4) 12 7010 BOA S&O 90A 70.0 80.0 38" 4 70.0 80.0 80.0 "A 70A 8010 64" 36" 9 70.0 8110 8DA GOA 70.0 80.0 108' - - 80.0 BOA 7010 80.0 4g" ,r 6 7010 80.0 8010 90.0 7010 SG.0 96• (4) 12 70.0 Bao BOA Sam 70.0 8010 72" 9 7010 8010 BOA Sam 70A 80.0 So" 6 7010 Box, 80.0 9010 7010 8110 108• 12 7010 Goa 80.0 90.0 70.0 8010 84` 9 70.0 7010 80.0 9010 7010 8010 72" 8 70.0 80.0 Boa G&O 7010 80.0 72" 9 7R0 8110 80.0 9010 70.0 8010 98` 12 70x, 7010 8010 9010 7010 80.0 24" 4 70.0 80A BOA GOA 70A SGA 84" 48' 9 7010 80.0 8010 90.0 7010 80.0 72" SO" 9 70.0 70A BOA 90A 7010 80.0 g 38- 4 70.0 80.0 8010 90.0 7010 BOA 98" (5) 12 70 0 80.0 8010 MO 7010 10.0 (e) p O O M qg• a Tao 80.0 80.0 90A 70.0 �.0 108' to 7010 Soa 80.0 9110 704 MA A= NO. OF ANCHORS PER HEAD &SILL So" 8 70.0 80.0 Bao 80A 70.0 8010 72" 9 70.0 70.0 8R0 9011 7010 8010 () NO. OF ANCHORS PER JAMB �$Jj 2 -fi 72• 8 Me 800 BOA 80.0 7010 80.0 84" 60" 9 70.0 7010 80.0 GOA 70.0 80.0 t) 24" 4 7010 80A 80.0 90.0 70.0 BOA 86' (6) 12 70.0 70.0 80A 9110 70.0 8010 3g• 4 70.0 80.0 8R0 ODA 7010 8010 loo" 12 7R0 700 8110 87.8 704 80.0 49" 49 6 70.0 804 SU 80.0 7010 8010 A= NO. OF ANCHORS PER HEAD & SILL W 60• 8 70.0 8010 Bao 9010 70.0 SM ( ) = NO.OF ANCHORS PER JAMB (1/4W) (1/20) (1/4W) O 711• 8 7010 80.0 Boa GOA 70.0 80.0 s MAX.LOAD FOR THESE SIZES IS -80.0 PSF 24" 4 70.0 80.0 Box, 9010 70.0 m o WITH (4)ANCHORS AT MTG. STILE ENDS 36• 4 70.0 80.0 SMO GOA 7010 80.0 Y gp� 48• 6 7010 70.0 Bao 9110 70.1 8D.0 11 8 a p• 6 70.0 70.0' 80.0 �A 7110 Z- {t/3W) O/stn (1/31Y) R $ .Ta" 8 70.0 70.0 8010 8710 70.0 8010 = OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH r7, = N.OE ANCHORS PER i B 'XOX' +MAX. LOAD FOR THESE SIZES IS-90.0 PSF WITH (4)ANCHORS AT AIM.STILE ENS " t: • NOTE: R,� OPERwG VL T44ro��:/3.•OF.%C W WIDTH GLASS CAPACITIES ON THIS SHEET ARE 00 $o o B • •• • • • • ••• • BASED ON ASTM E1300-09 (3 SEC. GUSTS) ••• ••i ••9�(0)P•• : ••• AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Enn AM MW MODIXTREVISM FLAL PE 0192 LEFT AND RIGHT VENTS TO BE EOLJAI GLASS DLO WIDTHSALL E1kjE:tI01jt+) �O/lbb S�ONN�N THIS SHEET ARE A FOR WINS ms WF(ITAD t0 NSE FRAWSILL 0705" MOdra'XO OR OX' FOR M. SILO (NO RISS) LNIT EXT•( ? LOADS TO 67.0 PSF M wing "O' SEE SHEET 3 FOR DETAIL W09-12 Sheet of 7 • • • • • • • • • • • •• •• • • • •• •• TYPIC&ANCHORS 1BY FSEE ELEV. oR DIST WOOD BUCK ..•�. '• METAL '� STRUOTURE MIAMI-RADE COUNTY APPROVED 4°. 4 a•£ E'OG&DIST.• EDGE DIST. MUWON do MILLION ANC1mRS .d' °4 'a 4' e: `c d. ° n•.' SEE SEPARATE NOA 1 EWE OST. I to 991 a,oRs may^ jil SEE ELEV. SEE ELEV.FOR SPARING FOR SPACING FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. o MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. WY-OTIOLES; TYPICAL ANCHORS: SEE aw FOR SPACING W1 = 3/8" X 2-1/4" WEEPHOLES AT EACH END ' (Fu=177 Kms.Ft-155 KSI) AND 37" O.C. MAX. INTO 2 D B SEALANT: 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) M 11ALL JOINTS AND FRAME CONNECTIONS SEALED WITH THRU 1 BY BUCKS INTO CONC. OR MASONRY 3 mo M o JOINT SEALER. 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 2 3�` DIRECTLY INTO CONC. OR MASONRY m z 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SIU.) 9. O: 1-1/4' MIN. EMBED INTO CONC. OR MASONRY (JAMBS) W $14 SMS OR SELF DRILLING SCREWS ((WADE 2 CRS) O INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8'7 INTO METAL STRUCTURES 9 STEEL : 1/8" THK. MIN. (Fy = 36 KSI MN. ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN. 4 18 a (STEEL N CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) 000 8 TYPICAL EDGE DISTANCE 2NINTO CONCRETE AND MASONRY = 2-1/2" MIN. } a INTO WOOD STRUCTURE = 1" MIN. S 13 •• 000' • •• INTO METAL STRUCTURE = 3/4" MIN. 0196-1 m^ n • • • • • o gg• g D9FO� © Wg� • • •• • 9\ cl• WOOD AT HEAD.SILL.OR JAMS$O-0.88 MIN. m $b S B S 1 3 &iIE . •• • %1_9 CONCRETE AT HEAD.SILL OR JAMBS 1'N, a 3000 PSI MIN. ••• ••i •• i •i C—BO HOLLOW/FLIED NORMAL WEIGHT CMU AT JAMBS f m= 2000 PSI MN. g<m o o W 1 I y ow..am*am I PRODUCYRFYISM e a s. _«":'" • 1 • • FIA O[_7•S82lwM+ehsFtaFita g �� • _ •. .e �' � • • q AaeplerceNo � � 1f u ¢ .••. 1 \L1 .ANCHORS i.. •BY • gpsm ELEV. • draeing Do. ^ w, FOR SPACING WOW Inc FOR SPACING WO9-12 EDGE OST. EDGE OST. sheet 3 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4•WX Y.rU i'4'MAX, SHW5 SHMM Q © O b iWOOD BUCKS 1 WAR.nrK ions T1?ICAI.ANCHORS FEE—B SEE ELEV. FINt SPAotNG � 8 -----SCREEN oPr. ao ob B t7 ° 4 4 STEEL REWORCING 1f i v METAL AS REM. .a STRUCTURE SEE SHEET 2 FOR CAPACITY WINDOW WIDTH X0 LAYOUT U 1/4-MAX. i/a•MAX VENT WIDTH VENT WIDTH SHRMS V1 SHIM 2 O D.L OPG. �-'� O.L. . lay wow BUCKS B (�(lJj7 7 p• CAL A n FOR SPACQiCp �Qg N O8M ti o riz� a •.i 1f4• Z} _ _ -SCREEN O . - 'O 0 d.GLL�ii{ -_--SCREEN OPT ---_- - __-___-- V 2 w 1d o1 s 1 4 1 i 1 Dl.OPG. STEEL REINFORCING EXTERIOR WIDTH SEE�2 FOR CAPACITYWINDOW ° Ito TYPICAL ANCHORS XOX LAYOUT p��D MIA1I-�CaAM APPWfiD MULLION TIMM.ANCHORS SEE SEPARATE NDA SEE ELEV.FOR SPACING Eery AHMAD MWUCTRr4mDCALYitwidllh°FbdbE',� CodeOnto • •• • • • i•• ••• J 21115 dro•ing no. 11101000 WIDTH ,Nawar WIPiN was-12 sheet 4 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EDGE OW. METAL a4.V S ESE TYPICAL ANCHGRS DIST. IM= ,n APPROVED g SEE ELEV. MUWON 8c MULLION ANCHORS • FOR SPACING SEE SEPARATE HOA Z •• , oar. ALT. TYPICAL ANCHORSTYPICAL.ANCHORS - FOR SPACING SEE ELEV. FOR N WSPACING n 0 OM 1/4-MAX. SHIMS ALT. Z TYPICAL ANCHG6 1-41P SEE ELEV. $ FOR SPACM TYPICAL SEE am oR sp(cR1G 6 .q . • • .11: • • • • • • E O O ii s ALT. • • • • • • • • • 0. i g INSTATTATION DETAILS WITH FLUSH FRAME ADAPTER Fu PE m�,atrmaw,m' morm:ka • 000 • ••• • • C � $uims rude Ic •• • • • • • • • • • • p.No � •!'• :o'°, I • • • • • • • • seta • P • • • •• • i• ••t • • i • • drawing no. 9 J� 02015 W09-12 EDaE�• sheet g of 7 • Low: • • • • • • • • •• •• • • • ••••• ••• • • • ••• • 0 2.750 1.087 mu PARR g QDANTCI7 D28CR moN DIRPEOAI. MANP./8UPPMER/ �p_ Y 1 FY201 1 FRAME HEAD 8083-T6 �{ p- 1. 2 FY202 1 FRAME SIU. 6083-T8 - .500 .715 1.434 I � 3 FY203 1 S91 TRACK INSERT 6063-T8 O J 7�- 4 FY205 AS REW MOV.FRAME JAMB 6063-78 082 913 �I kc® 5 FYIO1 AS REQO. FOXED FRAME JAMB 8063-T8 - 1.7118 L 8 FYIC4 1/VENT MW MTG.RAIL 6063-78 - • 3.249 .062 1.140 8 12 ii 7 FYIOS 5/VENT VENT MTERLOCK 8083-T8 - 8 FY206 t/VENT JAYS MILE 6083-T8 a VENT TOP/BOTTOM FLAIL STEEL REINFORCING 9 FY107 2/VENT TOP AND 80TTOM M 6083-T8 - n 913 10 FY108 AS REOD. 0IAZING BEAD(LAM.MASS) 8063-76 - 2• .819 130 t0A Fri 10 AS REOD. GIVING BEAD(INSUL.LAM.GLASS) 6063-78 - g 1.260 11 - AS READ. REINFORCING BAR STEEL - ocg 1.140 1.810 _ 5fg1 .718 3 _045903 12 - AS READ. ADD-ON SILL TRIS STEEL 13 fY204 AS RTEQD. ADD-ON SILL RISER 6083-T8 115E AS FEW. U7 FRAME F#AD 2.246 14 FY208 4/VENT ROLLER HOUSING&GLME CELLON 1.140 1.047 1.047 = m .082 1S FY209 2/VEM ROLLER 8RA55 1.140 1.810 1 t0 GLAZING BEADS ® 16 FY210 Z/VENT ROLLER Phi ST.STEEL. 17 #a X 1' AS REQD. FRAME/VENT ASSEY®.Y SCREWS CRS P.N.SYS 1.344 18 d8 X 3' Z/VENT FIX RAIL SILL SCREWS(SBU.END) CRS P.N.SMS V 913 19 W23181 AS READ. FDI SEAL W'STRIPPING - ULAWA8 }-- O JAMB STILE 20 Q300TISO AS READ. SM SELL Q-LOI S(]C.EOEL ��ppp tIs 21 E207 AS REM BULB SEAL SANTOPRENE IILTRAF•A8,WROMETER 6515 r24 E203 AS R EOD. GLAZIN3976 .2.801 1'� FI9-50 AS MIX GLASS SPACER SIUfONE FRANK SL203P 2/VENT SWEEP LATCH - SULLMAN&ASSOC. W 9B X 1/8' 2/LATCH LATCH MST.SCREW ST.STEE CN SYS.140 1-W WA2L 2/WOW. WEEP VALVE PREFERIrfD EIO. 11 3.500 1/VENT 5/18'BOX SCREEN FY120 FLUSH FRAME AOWTER 8083-TB am=& Z 1+. 1.344 20 - 2/LRE SETTING BLOCK EPOY WROMETER 8018 SFKX$A 173 .Z k-2.750 o MEETING RAX. 2 FRAME SILL W m 2186--�( 11'� 1.422 41.314 .312 .082 C o R 082 1.375 Q3 SILL TRACK e FULED MTG.RAIL .500 1.187 j.062 .750 •• ••• • • • • f •• 'c1 ui .082 • • • • • • • • • Eng AM"m PROMVTRW= 2.750 2912 2.812 2780 2.688 0 CML n '4 FIA PE/T0892 g $ • ••f • ••• • • 3838 .874 .989 •• • ••i 41.11 i•• 11.0 ►lado Plod xl draftng no. 1.657 1.866 2971 .0. 15 11 W09-12 11 ® MOV. FRAME JAMB Q5 FIXED FRAME JAMB Q FLUSH FRAME ADAPTER sheet 6 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• 0 • • ••• • • �Y 1 0 i j = 4 U FRAME TOP CORNER VENT TOP/BOTTOM CORNERS V7V777" � 7 O13 o_ Z 3� Iii v W ols a .00 a • • • • • • • � �ssds • • • •• • g 4 m V C m r"r AV mm PRODUCT RSVMW .e fTA 70MA yigg•IIAd•F1QIId� '�i • •V ME BOYOM QOR1ER 6 do • w BwmftOo • • • • • •• • • • • DSOs MA I ' 1a ••• i •• • i•• • • i • • • • 902415 drmring no. W09-12 FlXED MTG RAIL sheet 7 of • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ENGINEERING, I , . . Kd = .85 : 2100 W 7. Street, .Hialeah, Florida 33016 FLORIDA BUILDING CODE,2014 i Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DADE 175 IDPH WIND ZONE Interior&-Exterior Zones (48;5 -Walls).Positive Pressures Exposure C For the . .175 * mph Wind Zone CATEGORY 2 Effective Wind Area or, Trib6 ea in Square Feet Height 10 20 .-30. 40 50 60 Maximum 1.00 0.95 0.92 0.89 0.88 0.86 15 40.4 .38.5 37.5 36.7 36.1 35.7 20 .7 '40.8 39.7 38.3 37.8 25 -44.6 42.6 41.5 40.6 40,0 39.4 30 46.5 . 44.4 43.2 42.3 41.7 41.1 40 49,4 47.2 45,9 44;9 .44.2 43.6 50 . 51.8 49.4 48.1 47.1 46.4 45.7 60 53.7 51.2' 49.8 48.8 48.1 47.4 Interior Zone (4 Walls) Negative Pressures Ex osure.0 Forthe 175 m h Wind Zone CATEGORYZ""• Effective Wind Area or, Td utary Area in 0a Feet . Height 10 20 30 40. ••5 •• •• 8 ••� Maximum - . 0 -1.05 -1.02 -0.99 "�• - 96 •••• 15 C-43. -42.0 -40.9 -40.2 '-35.6 : •-s3$.1 ••• 20 46.4 -44.4 .-43.3 -42.5 * V.$ ••-> ,4 �•• 25 -48.4 -46.4 -45.2 -44.4 -q 30 -50.5 -48.4 -47.2 -46.3 :46.f; -4�i.1 . ••: 40 -53.6 -51.4 -50.1 . -49.1 344A -47.8 ... 50 -56,2 1 -53.8 -52.5 -51,5 Mo. 1 60 -58.2 -55.8 -54.4 =53.4• -52,6 1 -52.0 Exterior Zones (5 -Walls) Negative Pressures Exposure C For the 175 mph Wind Zone: CATEGORY 2 Effective Wind Area or,Id utary Area in Square Feet ' Heigh# 10 20 _30- 40 50 60 Maximum =1:40 -1.29 -1.23 -1.19 -1.15 -1.13 15 -54.1 . -56.4 .. -48.3 -46.8, -45.6 -441. • 20 -57.2 =53.4 -51.1 -49.5 ' -48.3 47.3 U50 -59.8 -55:8 '-53. -51.7 -50.4 -49.4 -62.3 -58.1 -55.7 `-53.9 -52.6 . '-51.5 -66.1 -61.7 . -59.1 -5?2 •-55.8-69.3 -64.7 -61.9 . -66.0 .-58.5 -71.9 -67.0 -64.2 -62.2 -60.6 AIA Length of End Zone (a): 10% of least horizontal dimension or.4 h, whichev r s r, but not less-than 4% of least horizontal dimension or 3 ft. (h = mean roof h ght NOTE:AN 8%REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR F T ROOFS.