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WS-15-822 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-260726 Permit Number: WS-4-15-822 Scheduled Inspection Date: June 10,2016 Permit Type: Windows/Shutters Inspector: Porta Jr,Jose Inspection Type: Final Owner: SUB LLC,SRP TRS Work Classification: Window/Door Replacement Job Address:10540 NE 2 Place Miami Shores, FL 33138- Phone Number (954)671-1400 Parcel Number 1122310130540 Project: <NONE> Contractor: TONY'S ALUMINUM CORP Phone: (305)805-7854 Building Department Comments REPLACING 14 WINDOWS WITH IMPACT Infractio Passed comments INSPECTOR COMMENTS False Inspector Comments Passed ® CREATED AS REINSPECTION FOR INSP-238785. CREATED AS REINSPECTION FOR INSP-232091. Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid lk June 09,2016 For inspections please call: (305)762-4949 Page 30 of 33 E , m Miami Shores Village 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 a £ Phone: (305)795-2204 NM v ,C rs Expiration: 11/23/2015 ��* i s pX E Project Address Parcel Number Applicant 10540 NE 2 Place 1122310130540 SRP TRS SUB LLC Miami Shores, Fl- 33138- Block: Lot: Owner Information Address Phone Cell SRP TRS SUB LLC FL (954)671-1400 Contractor(s) Phone Cell Phone $ 10,233.00 Valuation: TONY'S ALUMINUM CORP (305)805-7854 (305)9046061 Total Sq Feet: 00 Type of Work:REPLACING 14 WINDOWS WITH IMPACT Available Inspections: No of Openings:14 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $6.60 Invoice# WS-4-15-55139 DBPR Fee $3.60 05/27/2015 Check#:7126 $226.80 $50.00 DCA Fee $3.60 Education Surcharge $2.20 04/09/2015 Check#:7063 $50.00 $0.00 Permit Fee $240.00 Scanning Fee $12.00 Technology Fee $8.80 Total: $276.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-named contractor to do the work stated. May 27,2015 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy May 27,2015 1 IJCACJ Miami Shores Village a3� ss Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 APR O 9 2015 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 ®a`n"�� F 10 I 0 BUILDING Master Permit No.12C , �— R-21 ERMIT APPLICATION Sub Permit No. - &za BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: ) Q690 NL a 1'1Gc_'e, City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: I - DQ-31 - 0$3— p SLip Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: .5RP TRS SI-13 1!c OWNER:Name(Fee Simple Titlehd _ Phone#: , C( oascl' SS]C- Address: 17 00 L a5T Cy press Ce-"K l2o j� City: -:Fo,,t L Ayo-2 rola State: TV Zip: 3 3 3 o2 Tenant/Lessee.Name: Phone#: Email: CONTRACTOR:Company Name: _G/JC/'S 41r/,y i A9✓N1 Phone#:5-I ^ W'i ^551 q Address: 75-0( Al uJ s./ 5t City: State: 71 Zip: 33'jt`7 Qualifier Name: 417-go t-iWt-, Phone#: State Certification or Registration#: C4GC /5,12 ty 9 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ /flT a 3.3 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work:_ r:r4p1cLc.,e Lai nd aws - -eXCL 4�ry T.. PA ow RAM Submit CCF$ CO/CC$ Scanning Fee$ S c � Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (ReviseMZ/24/2014) e � 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. 1 understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature �� OVy� GENT CONTRACT The foregoing instrument was acknowledged before me this The foregoing instrumen was ac nowledged before me this day of 3 20 /S ,by day of YC`.��20 by txr,^� bay,,, ,who is o / o V2 ho' personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sian: Print: Print• .p,. "won �11111 Seal: """" ;;ERFIELDTERFIELD Seal: *° C• 01ibtl0t KY P(i���' tate of Florida � �°g01pires Nov 7,2017 14Tf3top #FF 55651 RiAPPROVED BY � Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) �• Miami shores Village R Building Department 10050 N.E.2nd Avenue Miami Shares, Florida 33138 Tet: (305)795.2204 Fax:(305)756.8972 Not! a to Owner - Workers' Compensation Insurance Exemption Florida Law i equires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corim,i te officers in the construction industry to exempt t&emselces from this requirement for any construction project prior to obtaining a bu ing permit. Pursuant to the Florida Division of Workers'Compensation Employer Facts Brochure: An employer in the construction imlustry who employs one or more part-tire or full-tune employees,including the owner,must obtain workers'compensation coverage, Corporate Officers or members of a limited liability company(LLC) in the construction industry may elect to be excrnpt if I. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contracto is requesting a permit under this workers'compensation exemption and has acknowledge that he or she will not use day labor,part 'me employees or subcontractors for your project.The contractor has provided an affidavit stating that lie or she will be the only pat on allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers'COME i msation irsr num coverage from the contractor's company for day labor,part-tire employees or subcontractors. BY SIGNINC BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: State of Flori County of M' -Dade The foregoing i acknowledge before me this day of B ).CX rr who is pens Yal known to r e c has produced as identification. ` oSpRY P`A - ;a NADINE AUSTERFIELD Notary; -'• ,= Notary Public-State of Florida i��tF I��� My Commission Expires Nov 7,2017 SEAL: � FCorrvnission#FF 55651 Tony's Aluminum General Contractors Lic.#CGC1512149 Screen Rooms* Accordion Shutters* Hurricane Storm Panels* Pavers* Stamped Concrete Driveways Fences Bathrooms* Kitchens*Interior and Exterior Home Remodeling Services March 26,2015 State of Florida County of Dade P Before me this day personally appeared 1 who being duly sworn,deposes and says: That he or she will be the only person working on the project located at: 10540 NE 2nd Place Miami Shores, FL 6J�-I) 2101 Y;7, Sworn to(affirmed)and subscribed before me thisy of�2015,by Personally Known Or Produced ID Type of I e tifc )o P o u 6 e. RIMA.,GRANT l+iaotaryl 414•State of Florida My Comm.Expires Nov 27.2018 ` Commission#F FF 147132 Print,Type or Stamp Name of Notary 6231 SW 7 Cr Plantation,FL 33317 Dade:(305)805-7854.Broward:(954)581-6811 EMAIL:toupaluminum@aol.com.Website:www.tonysaluminum.com INSTR # 112912902 Page 1 of 2, Recorded 04/08/2015 at 10:22 At Broward County Commission, Deputy Clerk ERECORD SRP TRS SUB,LLC CERTIFICATE AS TO ADOPTION OF COMPANY RESOLUTION November It,2014 The undersigned, Ding a duly authorized officer of SRP TRS Sub, LLC, a Delaware limited liability company (the "`C m an , does hereby y that the following resolutions have been duly adopted by the Company, in accordance with the provisions of the Company's Certificate of Formation and Limited Liability Company Agreement: RESOLVED, that each of the persons set forth on Exhibit A attached hereto shall be designated as Authorized Agent for the Company;and FURTHER RESOLVED, that each Authorizes! Agent, individually, be, and hereby is, authorized and empowered,on behalf of the Company,to execute and deliver contracts,deeds, closing statements, and other documents nay, including but not limited to Affidavits of Title and Franchise Tax Indemnity Agreements,to settle and close on the purchase,sale or Iease of real estate(such documents,the"Real Estate Documents')on behalf of the Company,and to take such norther action as may be necessary to accomplish such settlement or closing(any such Authorized Agent's approval of the form, consent or necessity of any such Real Estate Document to be conclusively evidenced by such Authorized Agent's execution and delivery thereof for and on behalf and in the name of the Company). I hereby certify that the foregoing resolutions have been duly adopted and remain in fun force and effect on the date hereof. IN WUNESS WHEREOF,the undersigned,intending to be legally bound hereby,have duly executed this certificate as of the date first set forth above. r By:,/ T wne Secretary INSTR # 112912902 Page 2 of 2, End of Document EXHIBIT A AUTHOIUMD AGENT • Larry Baum • Stephen Petnwdi • Liz Cundall Detail by Entity Name Page 1 of 2 fL 1 ` v4 <;) Detail by Entity Name Foreman Limited Liability Company SRP TRS SUB, LLC Filing Information Document Number M12000004126 FEI/EIN Number N/A Date Filed 07/20/2012 State DE Status ACTIVE Principal Address 1999 Harrison St Oakland, CA 94612 Changed: 03/17/2014 Mailing Address 1999 Harrison St Oakland, CA 94612 Changed: 03/17/2014 Registered Agent Name&Address Corporation Service Company 1201 Hays St Tallahassee, FL 32301 Name Changed: 03/17/2014 Address Changed:01/21/2015 Authorized Person(s) Detail Name&Address Title Member SRP TRS Sub Inc. 1999 Harrison St Oakland, CA 94612 Title President Beasley, Gary http://searelLsunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 4/9/2015 Detail by Entity Name Page 2 of 2 1999 Harrison St Oakland, CA 94612 Title Vice President/Treasurer Tran, Nina 1999 Harrison St Oakland, CA 94612 Title Vice President/Secretary Browne, Tamra 1999 Harrison St Oakland, CA 94612 Annual Reports Report Year Filed Date 2013 07/09/2013 2014 03/17/2014 2015 01/21/2015 Document Images 01/21/2015—ANNUAL REPORT View Imp in PDF format 03/17/2014—ANNUAL REPORT View image in PDF format 07/09/2013—ANNUAL REPORT View image in PDF format 07/20/2012—Foreign Limited View image in PDF fomret Copyriaht©and Privacy Policies State of Florida,Department of State http://search.sunbiz.org/Inquiry/CorporationSe=h/Se=hResultDetail?inquirygTe--Entity... 4/9/2015 4 lA 0000 TY • ••00 0000•• �c�S o �V 2 PL . ; .• copyo. 000 0000 0000.. .00.00.000000 0000 0000. •..•.. . .. 0000. •- • • • .. .. 0 0•0 0000.. 0000.. • . 0 . 0 - -• . . . .. 0000.. . :0.60: .. ... .. • •000 . .•.. E xfiy2A-E FIxh-Im t �, k el 01) ) x oWvTAApc-v dd�l3'�aJl�S 00 `a X p E R m I Miami Shrres Villa e APPRObED BY DATE .. ZONING DEPT w BLDG DEPT �' Z 1� SUBJECT CO CCMIPLIANCE WITH ALL FEDERAL. � STATE ANL)LC''UNN RULES MMD REGULATIONS APR 0 9 2015 Com) CSS 112 x ZVZ, ,4A C) it • MIAM!' p1IAA1I-DADEC,451514TY •♦ 6 PRODWFPfftTROD SECTION •••••' DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11N§6W%6Strm,Rosm208 :♦♦♦♦: BOARD AND CODE ADMINISTRATION DIVISION T(786)31"190 l:(7860845.2599 • • NOTICE OF ACCEPTANCE (NOA) vnyUm%ynidade&0AMhemv ••••• Universal Impact Windows&Dow's,Inc. so• 1675 West 31*t Place •• •• ♦♦♦s ••••�• Hialeah TL 33012 ' SCOPE: • • • • This NOA is being issued under the applicable rules and regulations governing Aie•iise'of consjrttt tion • materials. The documentation submitted has been reviewed and accepted by Miami-Dade Courft AER - 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 Code, including the High Velocity Hurricane Zone. DESCRIPTION:Series Rebecca Aluminum Horizontal Sliding Window-Impact APPROVAL DOCUMENT: Drawing No. W99-63, titled "S-Rebecca Coastal Horiz. Rolling Wdw. (L.M.I.)",sheets l through 7 of 7,prepared by Al Farooq Corporation,dated 09/01/99 with revision E dated 02/27/12, 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 Product Control Section. .MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: 'Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 0 12-0604.15 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 Jaime D.Gascon,P.E. QMIAMIM NOA No. 13-0514.16 Expiration Date: May 12,2018 5 t3 Approval Date: August 1,2013 Pagel Universal Impact Windows&Doors,Inc. •0 0 0 0• . . 0000 0000.. .. 0000 • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTER.. 000000 . 0. 9 000.. 00000000 . . 0 A. DRAWINGS •••• •••• ••:••0 1. Drawing No. W99-63, titled "S-Rebecca Coastal Horiz. Rol0*VK W'd,%,. (�•. f.}", sheets 1 through 7 of 7, prepared by Al Farooq Corporation,.dated 09/01/99 with •• revision E dated 02/27/12,signed and sealed by Javad Ahmad,Pt. 0 : 0000.. :*000: (SubuthYed under previous NOA#12-0604.15) 0 090 0 9: 00 . 9000 9 .0t. 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 FBG 2411 3.2.1 and TAS 202-94 along with marked-up drawings mid installation diagram of an (OXO) aluminum sliding glass window, prepared by Fenestration Testing Lab., Test Report No. FTL— 5260(07029)dated 07-02-07,witnessed by Carlos S.Roinda,P.E. (Submitted underprevious NOA#08-0506.08) 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,per FBC 24113.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of an(OX)aluminum sliding glass window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 2308 (99028) dated 07-15-99, witnessed by late Gilbert Diamond, P.E., reviewed & signed and sealed by Jose D. Mitrani, P.E. Test report was reviewed & revised by addenduun letter dated 09-08-99, signed and sealed by Jose D. Mitrani, P.E. Test report further was reviewed&revised by addendum letter dated 04-18-00, signed and sealed by Aldo P. Gonzales,P.E. (Submitted under previous NOA#991116.04 & 03-0401.01), Test conducted per PA201, 202, &203-94, nou,classified as TAS201, 202, 203-94.) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by AI-Farooq Corporation, dated 05/31112, signed and sealed by Javad Ahmad,P.E.(Submitted under previous NOA #12-0604.15) 2. Glazing complies with ASTM E1300-04. Jaime D.Gascon,P.E-.---:, Product Control Section Supervisor NOA No. 13-0514.16 Expiration Date: May 12,2018 Approval Date: August 1,2013 l;-i Universal impact Windows&Doors,Inc. ."". . . sees ....�. .. sees • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTER•. .e.. .s*s00 e sees.. sees 0000 . . D. QUALITY ASSURANCE sees e.s. se • ees. .e ....• 1. Miami-Dade Department of Regulatory and Economic Resources jQ ) • • .0 E. MATERIAL CERTIFICATIONS sees:• ser es 1. Notice of Acceptance No. 08-0709.04 issued to Glasslam j.G,1k: Inc�doleir ;• �; "Safety-Plus II Laminated Glass"dated 09/11/08,expiring on OK7/13. ' 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours Sr Vo., Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. 3. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours&Co., Inc. for their"DuPont.Butaeite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 4. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company for their "Saflex Clear and Color Glass InterIayers" dated 03/28/13, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated May 9, 2013, prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated February 2, 2012, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA#12-0604.15) 3. Addendum letter to test report FTL2308 dated 09-01-1999 and 04-18-2000, issued by Fenestration testing laboratory,both signed and sealed by Jose D.Mitrani,P.E. (Stirbnritted cinder previous NOEL#08-0506.08) G. OTHER 1. Notice of Acceptance No. 12-0604.15, issued to Universal Impact Windows&Doors, Inc. for their Series Rebecca Aluminum Horizontal Sliding Window-Impact,approved on 09106/12 and expiring on 05112/13. Jaime D.Gascon,P. Product Control Section Supervisor NOA No. 13-0514.16 Expiration Date: May 12,2018 Approval Date: August 1,2013 E-2 72° WINDOW WIDTH WIDTH Z n g�Y ITH " ADOL ANCHOR AODL ANCHOR 10`MAX. i0� ASEWIG.STU ME10•MAIL A7 MTCSTILE ENDS ti�/�I•t• t.W SHEET 3SEE SHEET 3 VENTS 10°MAX. FOR CAPAC17Y MTD.STILE FOR CAPACITYi3 MTG.STILE 3° 13 3/8°MAX. FALSE NUNENS �• HFAD/SILI.W MAX. 3` 120 HEAD/SILL A I FCL LIITE OPTION&CORNERSAPPLIED CORNERS p ALLFALSE MUNTINS APPLIED ---=—a----- -IS 11 3 =_� A===== == ?F===-- g QZ 1I 1 pL3 32 3/18' 32 3/i 6° y ro 28 3/80 47 1/4` 28 3/8` m $ y Q Mo$ p O.L.OPG. - --D.L.Omm D.L.OPG. D.L.OPG. O.L.OPG. (L t;M . Ry 37 30 3/40 30 3/4" M 4� VENT WIDTH VENT WIDTH VENT WIDTH pqq TYPICAL ELEVATIONS z m a.-zk SERIES REBECCA COASTAL ALUMINUM HORIZONTAL SLIDING WINDO1Y APPROVAL APPLIES TO SINGLE UNITS OR SIDE EK SIDE COMBINATIONS OF H.S./HS. OR HORIZONTAL SLIDING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. PRODUCT RENEWED LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL "camel}9ug whA The F,orl& WILL APPLY TO ENTIRE SYSTEM. 11a1UagCate m$ Acccpisare No T3-•OS btf• .o THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 4��11atc 2 0 8 m e REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). nH•RY-�om1oadePr u I WO00 BUCKS BY OTHERS.MUST BE ANCHORED PROPERLY TO TRANSFER $ Q LOADS TO THE STRUCTURE. Env mm AHIAD I'ROOUCrVlV1SED ANCHORS SHALL.BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS FLA.PES7dS92 camph'IAgwDh we FlorldC � Lr' EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CAR t •• •• � g Nc wo ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE • • NOT PART OF THIS APPROVAL • • • • • • droning no. A LOAD DURATION INCREASE S USED M DESIGN OF ANCHORS INTO WOOD ONLY. • 9 MATERIALS INCWDING BUT NOT LIMITED TO STEEL/METAL SCREWS.THAT •• •• • V99-63 COME INFO CONTACT% TH OTHER DISSIMILAR MATERIALS SHALL MEET THE THESE WINDOWS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4, SHUTTERS ARE NOT REQUIRED. MAY sheat 1 o 7 ••• • •• • • ••• • • • • • • • • • • • • • • • • • • • °• • ••• • • • • ••• • • • • • • • • • • • •• •w • • • •• •• OWGN LOAD CAPACITY-PBV(%0 OR 0% ) r.4. jT DIME. A MASS TYPE'A' MASS TYR'8' NOTE: CAPACITIES ON THIS SHEET ARE BASED ON ASTM E130d 04 (3 SEC. GUSTS) F SIiT otr.(+) arr.(-) EXL.(+) wr.(-) AND FLORIDA BUILDING COMMISSION 2' 3 100.0 190.0 100.0 190.0 DECLARATORY STATEMENT DCA05-DEC-219 �° 4 IOU 150,0 100 150.08' 6 iOU 190.0 100.0 a 100.0 1a0A so" 150.0 26-1/2' 3 100.0 LSCA 100.0 1110. 37' 38-3/1r 4 100.0 t90A loom 180.0 83-t/8' 6 100,0 150,0 t00.0 ISOs .xQ Dxif t` ' Q 8 100.01273 ® ® APPROVED CONFIGURATIONS a8-1/2' 3 1oo.0 150.0 100.0 15U 37' 4 700.0 180.0 100.0 180, MASS"GINS TO BE EQUAL ON MOM AND POW UTES 80-9/e' art/6' a taoo 1122 10.0 1221 74' I a 89.8 88.8 100.0 1089 83-t/8' so-off '7 100.0 180.0 74' •9 100.0 s38.3 a8-1/2' 3 100.0 10.0 100.0 10.0 _ y 37' 8Y 4 100.0 119.5 IOD. 119.8 83»t 8 87A 87.8 90.7 607 a8-1/a' 63, •8 100.0 is" 100.0 150.0 37' •4 IOU 122.7 I/8'ANNEALED CLASS 1/8'MEAT STIWO GLASS 24' 2 100 180.0 100.0 180.0 38° 4 100.0 180.0 IOU 180.0 0.10"INTERLAYER 0.107 I4TEIRAYER 46' 24' 100.0 150.0 100.0 150.0 SAFETY-PLUS 9 BY. -�8BY'��'0'' [10 10.0 180.0 100.0 180.0 72° B 100.0 180.0 100A 180A 1/8'AM1ItFAM GLASS 1/8°HEAT STRENb GLASS 22 24' 2 100.0 150.0 tou 150. gg 36' 4 100.0 15U tau 180.0 F L� SLICONE �L� S �M 411' 36' 8 100.0 180.0 100.0 1800 ES DOW CORNING M �8 DOW CORNING 985 150.0 100.0 tau 72' 8 100.0 140.1 IOU 190A 13 13 ^ 24° a iOU 150.0 100.0 i0.0 38' 4 LCCA law to" 180.0 CLOSED CELT.FOAM PAD CLOSED CELL FOAM PADOLAZING = 48' M GLAM Toe 48' 8 100.0 138.2 100,0 144.4 t/2'X %8°X 3/4'LONG 1/2PX 1[ %3/4°LONG 0' 8 100.0 111.9 10O 127.8 3 PER SIbE 'iJ2 PERMUTE 72' 8 979 970 100.0 119.1 12 PER LITE 24' •3 - - 100.0 180.0 e 36' •5 - 100.0 10.0 48' 48' F--: - - 100.0 150.0 GLASS 'PYP$ 'A' GLASS TYPE 'H' � 0' - - 10,0 150.0 72' 100.0 100all 1 24' 2 100.0 136.7 10.0 136.7 38' 4 100.0 130.1 100.0 130.1 48' 0' 6 10.0 104.3 100.0 104.3 ow 6 et 5 818 297 0.T •• ••• • • • • • - EXTERIOR(+) LOAM SHOWN ON THiS SHEET ARE • • FOR WINDOWS WITH APPUED RISER AT FRAME SILL 72' a 71.3 71.3 60.8 80.8 • Pg12 STD. SIU_ (NO RISER) LIMIT EXTERIOR(+) LOADS TO 60.0 PS 24' •3 10.0 tau 100.0 150. • •• • • • • ••• 36' 0' •5 100,0 10,0 100.0 180.0 000 ••i •i • i + >!E£ DETAIL ON SHEET 4. 46° •7 10.0 10.3 10.0 140.6 n wow= Q e 0' •7 - - 10.0 120.0 1 6 VRtl1H1(tTRENSWIM OL FRA PE�7p8y892 PRODUCE �PhrcMn 15 72' •9 » - 100 107.1' ••• •• • •as"BtddM S�8� dN. lk the Pbridt. CA 'J438 A m NO. OF ANCHORS PER HEAD k SILL • • i• i i •ioe��eo1e 13-05! .JJa peapteaca140tz b • m ADDL ANCHOR AT MTi.STILE ENDS ••• • • • • • • • •E to i• • • • • • ! drawing no. • ' �aoeleoAlrnt• Pio°"� W99-63 HEAVY DUTY ATG. SMZS MAY44_2012 sneer 2 of 7 THISION LOAD CAPWIT-P&+(YDn 8128$) V GLASS T - GLASS. CAPACITIES ON THIS SHEET ARE WINDOW DIME. A 'C.'D', B'ac`P' BASED ON ASTM E1300-04 (3 SEC. GUSTS) 1Tti HEM �.(+) �M•(-) AND FLORIDA BUILDING COMMISSION 74` a Sao 1 110.0 47 t/4'MAX. DECLARATORY STATEMENT DCA05-DEC-219 108-t/4• 2b• 10 90.0 110.0 MLO. t11" 10 90.0 110.0 74' a 90.0 110.0 108-1/4' 38-3/8" to 90.0 110.0 t y 10 ® ® OPERATING VENTS TO K 1/4 TO t/3 OF THE MOM WIDTH 74' 8 90.0 110.0 I LTH WAX D.L.C.WIDTH AT FOM UTE AS SHOWN AGCVL 108-1/4" SO-8/8' 10 90.0 110.0 a 11 t' to S0.0 110.0 74' a9" 91.1 108-1/4' 83• 10 78.3 1 78.3 1 1/8'NEU BTRENro GLASS 1/8'HFAT 91t14EN'D MASS 1/8•HEN's17eMD am 421�1 ' WD CLASS ® to 4 MM 74• .10 900 110.0 Dom' 09A 91TETtAS sail)oDl7aAYi31 watm SOT"PLUS a 100-111V Sr 012 Sao 110.0 BOA= �DtiPON7�' BY T~ fit' r 12 Sao tlao 1/8"HFAT STWO CLASS 1/8'HAT STRENTI CLASS � 1/8'Hm sTRM 7RARS � M STREN'0 MASS � )Q 72' 7 90.0 110.0 $80 24' 8 Sao 110.0 t 98' 10 �0 110.0 ° 1 MOM1 m 1 89Im 1e8 toe" 10 90 0 110.0 � aIX DOW 9Comm 998 m am Comm calms 2 m m Do Me"g g7 sa.0 110.0GE 2000GE 2000 �, 8 Sao /10.00.if0 90.0 110.6 N 0 90.0 110.0 72' 17 90.0 110.0 c~� 4s' a 960. 1 tao ] V6r1T Y -T fist r4 98` t0 90.0 110.0 M los" 10 1 90.0 110.0 70.• 7 90.0 99.6 3/18.19.0.07 SDIEN'D GLASS 3/18'HEAT SWOrD CLASS 3/18'HEAT sIREN'D am 3/18'HEAT MWO GLASS 84' GO" 8 90A 91.1 98' 10 88.3 96.3 .090•INTERLAYER .090'WTa"YER 090"INTERLAYER 120'INTERLAYER tog' 10 81 6 61.8 •s0Li1TIA' By umacuT' QQ. By'D11POt4T' •MASS1AM' 72" • 9 90A 110.0 3/t8'HEAT STREN'D GLASS 3/1W HEAT STRER'0 GLASS F 3/18"HEAT 9TREN•0 CLASS 3/16'WAY STREWD GLASS 84" �, r 10 90.0 110.0 96` r 12 90.0 110.0 mgr 1OW •12 Sao 110,0 SILH)ONE 161 .. t• s CORNING ` 7� '1: DOW CO�Dm 798 � o07V CORNING 798 � DOW ING GO A o N0.OF ANCHOfiS PER HEAD&SILL ° DOW f owm 996 w DOW COMM 998 • COW Comm 998 a on CORNING 995 0 • - ADDL.ANCHOR AT MTO. STILE E710S GE 2000 CE 2000 GE 2000 OF 20M Q F�%>3iD LITH LiTLl • • • ••• FIND LITE G��� TYPE 'O' GLASS�'y�iS�D'� i i i i'i '4c � TYPE 'E` GLA>35 TYFE •• • • • •• e+•n aaI o 'r STD. MTG. STILES RA wim me tflodde vite"bytIRNmacA�a f y ALL EXTE R+ No 2 i� g Awl" r r ( )"ap'AOS SVOWN orrTHIS iyF,�':4 a • t19" FOR WINDO�Jb*W1TFZ APPUI�•WS& IT iRME:SIILL � drawing n0. FOR STD. �IL4(NOP RISER)*WMT 4t0MIOR(+)•L S TO 60.0 PSF I'•m4+tt W9g-63 K leo SEE DETAIL OR SHEET 4. et�ot Sof 7 • • • • • • • • • • lay TYPICAL y ANCHORSSPAM METAL TYPICAL ANCHORS 2 s= M P WODD BUCK OR STRUCTURE SEE El".FOR SPACING . .. 1 t t&N,u—GAGE COUNTY APPROVED 1, Z 1.4^ e 4 a d a•a•,y. a �l Ml1W6N&NIILUON APNPRI S �1 Q 7a e 'a 4 a e:a a }•a a.' a a.' 11 SEE SEPARATE N'OA 4 18 Q a ® 2t ' - - - v 7 \ \ SEE ELEK PAONO TYPICAL ANCHORS SEE 0".FOR SPACING ING i HIM F D Bucxs AND METAL srRucruRE Nor BY uNIVERSAI T SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM TRANSFER THEM TO THE BUILDING STRUCTURE. SHALANTS: TYPICAL ANCHORS; SEE Em.FOR--G 'm FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL 1/4" DIA.ULTRACON BY = (Fo>177 KS4 0155 KSI) qt O SEALED WITH WHITE/ALUMINUM COLORED SEALANT. INTO 28Y WOOD BUCKS OR WOOD STRUCTURES iK W WHHP}iOLHS: 1-3/8" MIN. PENETRATION INTO WOOD `il Wt = (1 7/8" X 1/2"WEEPHOLES) AT 4" FROM EACH END THRU 1BY BUCKS INTO CONC. OR MASONRY a M WITH PLASTIC FLAP VALVE AND FOAM PADS 1-1/4" MIN. EMBED INTO CONC. OR MASONRY - W2 = (1 7/8" X 5/16" WEEPHOL.ES)AT 4" FROM EACH END DIRECTLY INTO CONC. OR MASONRY Y M WITH FOAM PADS 1-1/4- MIN. EMBED INTO CONC. OR MASONRY W3 = (t 7/8" NOTCH)AT ONE END ONLY #12 SMS OR (GRADE 2 CRS) AT GLAZING LEG 1N FRONT OF MOV. VENT INTO METAL STRUCTURES . STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8"THK. MIN. (6063—T5 MN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #"n SMS OR SELF DRRLING SCREWS (GRADE 2 CRS) �. SILL RISER INTO M1AMl—RADE COUNTY APPROVED MULLIONS (MIN. THK. _ .0907ADHERED c WITH SEAL NTS (NO SHIM SPACE) a R 7 TYPICAL ELN' DISTAD G INTO CONCRETE AND MASONRY = 1-1/2" MN. (EXCEPT AS NOTED) INTO WOOD STRUCTURE = 1" MIN. 2 21 pp44 ,. INTO METAL STRUCTURE - 1/2" MIN. W2 3 r1 CONCRETE AT HEAD.SILL OR JAMBS Pe - 3000 PSI MIN. � © 17 C-90 HOLLOW/FILLED BLOCK AT JAMBS T m - 2000 PSI MR 15 o o m `te. •- t8 t5 1 i F-tgrs JAVA MAJAD s n PRODUGI*IWNE.WKb 1- PRODUCEREVtSEO •{ 4a a Fl/L PE f 711582 an toaaplylug wR6 the Ftnietn iH4 — a 4 a. , >u avwpl ia•t o::l.uir t7u.irfe CAA Jnw gryRpg Cpda a �� y •, .••* •4••a I �r> " div �• ,•. �' ••• i idtAtaj3-aSt .lb AoceP>eaeeNecf2.O6o�LS' 8 g ..4 a TYPICAL ANCHORS �• R • • • dqn Onto r�.S .I$ & < < p .8 SEE ELEV. " 1 1• ° •t •• i i ••• �! — - drawing rro. FOR SPACING v. • • . •TYPICAL AtRCHOR3 . •+ °eytx<• • : : �r 'JModuat aaq. W99-•63 SEE ELEV. •• •.. •• • •• W, T FOR SPACING OMA3 1120121 $Hoer aa� 7 • oc 1� VENT WIDTH ® O 1/4°SHIM 11 12 Z TYPMAL ANCHORS 4 D.L.OPO. ANCt10R3 P l}yG t SEE ELEV. g FOR SPACIKa21 SEEFOR SPACING Qa! q U /yah FFFLLL 23 a 21 - 1700D $�t 21 --SCREEN OPTIONAL ----- - - WOOD STRUCTU h Q q 40 a 1 KS f W000 BUCKS �• g 18 AT D.L.OPO. AT i�a film EXTERIOR ® saL Ihh* ---- WINDOW WIDTH x0 LAYOUT ' OX OPPOSITE 1/4-MAX. 3/18-MAX. VENT WIDTH D� VENT WDTH Z SHIM12 it g 11 12 O.L OPO. D.L.OPa. 4 TYPICAL ANCHORS lv METAL 4 a 21 19 B B 19 21 9 'ti'.q M SPAT.'II•IG M STRUCTURE M 21 21 q r^p 19 19 •k 21 _�_ 21_ .• � __'� --SCREEN OPTIONAL ---- - GREEN OPTIONAL— MY vo a 4 4 g to AT HEAD EXTERIOR B v a=20 AT SILT. D.L.OPO. '•a p WINDOW WIDTH - xox L&MUT TYPICAL PRODUCT110MVED FOR SPACING No twiptyus wb4 the Srlotldt m a MMMT-RADE COUNTY TYPICAL ANCHORS '1tU181aRCale o APPR,D CLIPPED MULLION "EM"Ev. MGL,,,SEE SEPARATE NOA two 90 0u u m � CIVIL En9r:JAYAVI AT 1fPD S! 8 3 1� FHA. i 70891 PRODUCAM114RDr 15 CAN. as tomps'lev.,.:,rLa i.>AQA �•, E•` II •be48aII Cadi y s• •s• • • • • •• ANo.2-o 4tS S 11 t 1 ---••r-_—__-••_- • • • • • t. ftwing n0. • • • • padEPhdnit W99-63 •• ••• •• w • • •• Y 3 12012 WOID05V\ADTH WINDOW WIDTH sheet 5 of 7 • • • i• i i •s• • • w • • • • •• •09 ••• •�s �• •� .814 .814 { PAW 8 QUAN7R,Y D)6CRU�'f10N MATERIAL MANF./BUPPUBR/ft91tARN8 4 ® , l-_ Iy .062 TYP. 1 U-8�3 I - FRAME HEAD am-TB - ��7 �1 TTP. a U-8001 1 FRAt1E SILL 8063-T8 Z s 2.187 L,y� t ,375 .X47 3 U-2003 I SILL 1Rl�IC X83-T8 - ---- 4 U-8005 1 FRAME JAMB-VENT 8083-T5 ,062 GLAZING BEADS .5 U-3001 1 FRAME JAMB-FM 81183-TS a 222iii TYP. ��..! (L� 18 --_ .9� 8 U•-5004 1/VENT FOXED MTO.RAIL 8063-T8 - 27S 7 U-5007 2/VENf VENT TOP St BOTT.RAIL 8063-TS - . 8 U-5008 1/VENT STD.MEETING RAI. 5063-TB - ^ •938 .4P8 1.384 8A U-6008 1/VENT HEAVY OUIY MEEfm RAL BOBS-Ta - fX7 TAY6P I 9 U-•5006 1/VENf VENT JAMB Stu 8063-TS - t FRAME HEAD 10 t1A-47512 AS ROD. GLAZING SM(3/8°GRASS) 6083-To 1.438 VENT TOP/80TT0M RAIL t0A UA-5008 AS ROD. GLAZING BEAD(7/18'GLASS) 8063-TB St AX-3450 2/VENT EXTRUDED HOOK LATH 3'LONG 0083-15 AT 6'&48'FROM BOTTOM �`t�• .975 12 U-5010 1/LATCH LEAF SPRING Sr.STEEL - 13 - AS RE00. GLAZING BLAB GASKET VINYL. 3APa ISA VA-3012 AS REOM MAZINO WEIXffi CASKET SOFT PVC - .6P3 14 U-5504 2/PANEL ROLLER HOUSING&GLIDE NYLON AT EACH END OF VENT .078 .980 P21 U-SSOS 2/PALL ROUER tA£TALLIC - 2478 2.325 U-5508 2/PANEL ROLLER SHAFT Sr.STEEL - r- i VENT LATCH 2/YIWDOW BAFFLE NYLON 2.344 - 2/BAFFLE BAFFLE SCREWS - 86 K t/2 SDS- AS FAD. ASSY'SCIMX10 x S'PN SMB2.312 .T0YP.. - 2/VENT FIXED RAIZ.SCREW-SILL - #10 z 2-3/4 PH SHSt• 7919-187 AS ROO, FRN SEA.WEATHERSTIP - SCHLEGEL OR mm. FRAME SILL S38 22 - AS IOD. SILICONE BEAD 23 • -2.564 1.491 24 - 1/VENT WREE14 - OP00NAL .062 JAMB STILE 25 - AS RDD. .IAMB STILE BULB WEATHERSTRIP SST WM - TYP' 26 - i/WEEP OPEN CELT.Fftl PAD - 1-1/8'x 1-1/8'X 3'LONG PJBT P.t87 27 U-2001 1 SILL RISER 6083-Ta - 1279 A62 ABP to 3 toTYP, b87 111111 TYP. � P.374 —per 'b-' 1 1+ 1.122 1. 7 .876 A76 C . LUG 11.406 1+96 .781 STD. MEONG RAIL H.D. MEETING RAIL (XOXFRAME JAMB -VENT ZIS (X0,LAC) 7 A62 PRODIXTRBNMD TYP. a'caaPlY�B wtlh the FW& c g A750 Beldf.Itc d¢ PtenecMe12m1 Dat .93ta 93J26P• U93 t•312 EW.JAWAO MMAD �ti •/ FIXED MTG. RAIL FLA..PE 70852 ascumPly4 1wtL hShtFhrideCANS q.. bwa*Cade 476 • • • • • • • • • AceaPmna No753 .78t b-: TYP. • • • • • • • • • tdrr�awing not. •• ••• •• • • • •• YY99-6J FRAME JAMB - RXED SILL TRACK SILL RISER 6heet 6 of 7 ••• • •• • • ••• • • • • • • • • • • • • • • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 FRAME TOP CORNER =' VENT TOPZROTTOM CORNERS W MME BOTTOM CORNER PRODIICI'RP.NRWFU aenplytagailh@eFlorid& IltlMing �`eilteaM NO J3-D rV.tbn �° Q) 81tl q � ♦:Ilgr: � •t RA.PCp 7�N PRODOCrRFVLSM so C.Ali.'�i78 m emplyh,gwilh the FTnrhht t$tftgCade -0609 y I t a ••i i 1 t t t Amptauce FM $ .� • • • • • • • • • �r draariag no. FIXED . Ran pPLn1. RadePradncl(taA`OQ'' MAY1 at,eet 7 of 7 •.• • s • • •.• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •