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WS-15-2474 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-247931 Permit Number: WS-9-15-2474 Scheduled Inspection Date: November 20, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: JOHNSON,JILL Work Classification: Door Replacement Job Address: 166 NE 92 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060133250 Project: <NONE> Contractor: GMP CONTRACTORS Phone: (786)443-3548 Building Department Comments REPLACE 3 DOORS WITH IMPACT RESISTANT DOORS. Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-244411. NOT READY Failed Correction a Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. November 19,2015 For Inspections please call: (305)762-4949 Page 17 of 28 MILTON CUBAS, P.E., INC. ff7�_1302 N.E. 125 Street—North Miami—Florida 33161Phone(305)891-4174 Fax(305)891-4175 E-mail:miltoncubas@msn.com NOV Website: www.miltoncubaspe.com BY: October 30, 2015 To: City of Miami Shores 10050 NE 2nd Ave Miami Shores, FL 33138 CUPY REF: Permit#WS-9-15-2474 166 NE 92nd St Miami Shores, FL 33138 Dear Building Inspector: I, Milton Cubas, P.E. having performed and approved the required inspection, hereby attest that to the best of my knowledge, belief and professional judgment, that the rear double door was installed according with the NOA and Florida Building Code. Should you have any questions or need any additional information,please do not hesitate to contact me. Sincerely, t Milton Cubas, President Certification of Authorization# 27267 FL. Reg. RE #51902 S.I # 6999901 UREMiami Shores Village 10050 N.E.2nd Avenue NE •,... Miami Shores, FL 33138-0000 Phone: (305)795-2204 `A \ ° Y '"tnrctvl* � xpira ion. \ E f /27/ 016 77 Project Address Parcel Number Applicant 166 NE 92 Street 1132060133250 Miami Shores, FL 33138- Block: Lot: JILL JOHNSON Owner Information Address �- Phone Cell JILL JOHNSON 166 NE 92 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ $,500.00 GMP CONTRACTORS (786)443-3548 Total Sq Feet: 0 Type of Work:REPLACE 3 DOORS WITH IMPACT RESISTA Available Inspections: No of Openings:3 Inspection Type: Additional Info: Final Classification:Residential Review Building Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $5.40 DBPR Fee Invoice# WS-9-15-57241 $2.00 09/29/2015 Credit Card $ 157.40 $0.00 DCA Fee $2.00 Education Surcharge $1.80 Permit Fee $130.00 Scanning Fee $9.00 Technology Fee $7.20 Total: $157.40 In consideration of the issuance to me of thisermit I agree p g e to perform the work covered hereunder in compliance with all ordinances and regulations p 9 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 rate that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-namtract do the work stated. September 29, 2015 Authorized Signature:Owner / Applicant / ntra Agent Date Building Department Copy September 29, 2015 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 TA INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 { BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. OBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION EXTENSION ❑RENEWAL []PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 166 NE 92ND STREET City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-3206-013-3250 Is the Building Historically Designated:Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):JILL JOHNSON Phone#:305-975-0080 Address:166 NE 92ND STREET City: MIAMI SHORES state: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: GMP CONTRACTORS Phone#: 786-443-3548 Address: 13500 SW 250TH STREET City: HOMESTEAD state: FL zip: 33092 Qualifier Name: ISAAC CABALLEIRO Phone#: 786-443-3548 State Certification or Registration#: CGC151142 Certificate of Competency#: DESIGNER:Architect/Engineer: RAMMS ENGINEERING Phone#: Address: City: State: Zip: Value of Work for this Permit:$8500 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Q Repair/Replace ❑ Demolition Description of Work: REPLACE 3 DOORS WITH IMPACT RESISTANT DOORS Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) �- t , Bonding Company's Name(if applicable) N/A Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. ` Signature Signature OWNE AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 21ST day of SEPTEMBER 20 15 by 21ST day of SEPTEMBER 2015 by JILL JOHNSON who is personally known to ISSAC CABALLEIRO who is personally known to me or who has produced DL as me or who has produced DL as identification and who did take an oath, identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Al Sign: % G (`S o��b���Z Sign:_ Print: �GiP/ Print: Seal: Seal: ro; MERALIS GONZALEZ MERALIS GONZALEZpMYCOMMISSiON#FF125581 MY COMMISSION#FF125581 14, 2018 EXPIRES JulyEXPIRES Juiy 14,2Q18 y^''(407)3 t53FIOf14a AryJeMCB*GPt t APPROVED BY 1 / Plans Examiner Zoning Structural Review Clerk (ReVisedo2l24/2014) STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING SING BOARD (850) 487-1395 G 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 CABALLEIRO, ISAAC GMP CONTRACTORS 13500 SW 250TH#924733 HOMESTEAD FL 33092 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range "' STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque restaurants, DEPARTMENT OF BUSINESS AND and they keep Florida's economy strong. PROFESSIO L REGULATION Every day we work to improve the way we do business in order to serve you better. For information about our services,please log onto CGC1515142 I U54, -07/20/2014 www.myfloridalicense.com. There you can find more information CERTIFIED GES AL ONTI AC t about our divisions and the regulations that impact you, subscribe CERTI IED G Is 5 to department newsletters and learn more about the Department's initiatives. GMP CONTRAC Cour mission at the Department is:License Efficiently,Regulate Fairly. y- . We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, is CERTIFIED under the provisions of Gi.489 FS, and congratulations on your new license! Expiration date AUG 31 2016 1-140720000i656 DETACH HERE RICK SCOTT, GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS ANDPROFESSIONALREGULATION CONSTRUCTION INDUSTRY LICENSING BOARD F CGC 1515142 P, The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31,, 2016 CABALLEIRQ, ISAAC Lei LE GIVER CONTRACTORS � 13500 SW 250TH#924733. . HOMESTEAD, Ft-33052 ISSUED: 07/2012014 DISPLAY AS REQUIRED BY LAW t tan7nnnn� a 008677 I iarrlr aide 8ua t}r. tate of.-Flefrida xy VATS'5S NOTA„BILL — Do NOT PAY 844 i3 USiM4f i; fS�6M 14CaC: t ii7N RECIS1PT NO ihAP`Ct 1ITRACtC3R1 AENIEWA4 €)PERATING tN DAN' COUNTY Ar7ust tie tli�playarl�t��� �Iti:lrittss`�; Parr w,dt t �rit� hr 8A til B Rt.1ii:. zr OwNSo ' SEC.Typo€IP BUSINESS PAYMEt11tFiECE1VLp CABAtItlo5 Gt3RP198 GEi1l # BUILDING GtSTiAt~TC3R BY TAX Cti iCTi ;� liUcrrker{ f CGC151o14i 0f25J201''' m5-1 (}0 A� 2m6 This Local Busines8 Tax Recaipt oalp canfirms pa ftnent of the!tical Busiiiss Tax,The Receipt is not a ltgottss psrt ii or acerdficatienofthe holdersqualificatlims,todobusiness.Holder mustoomplywPt4anyRovor notal - srntriiornmorital ftais<tory laws a requireir }nts which apply to the b>miness.. .; Yfia RECEIPrf`NO.above must be rllsplay�d i all"m m"'ial vehicles-Miami—Dade Cotte Sec 80=478. For'ore information,visitrrntiw mmi+ade +x oltecCilr 3 ACO,RG7® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 09/24/2015 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(ies) 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 endorsement(s). PRODUCER ACT NAME: John A Lombardo JAL Insurance Services a/c°NN Ext): (954)958-0878 FAX No): (954)958-0873 141 E.Commercial Blvd. ADDRESS: JALlnsurance@aol.com INSURER(S)AFFORDING COVERAGE NAIC_#__ Fort Lauderdale FL 33334 INSURERA: MAXUM INDEMNITY COMPANY 26743 INSURED INSURER B Caballeiro Corp INSURER C: 13500 SW 250th St INSURER D: INSURER E: _ Homestead FL 33092 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRT TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR S POLICY NUMBER MM/DD MM/DD '.X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 '- -1DAMAGE TO RENTED CLAIMS-MADE OCCUR PREMISES Ea occurrence $ 100,000 MED FXP(Any one person) $ 5,000 A BDG0071475-02 02/01/2014 02/01/2015 PERSONAL&ADV INJURY $ 1,000,00_0_ _GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 �� PRO- li POLICY L__J JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ j ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS ' NON-OWNED PROPERTY DAMAGE j HIRED AUTOS AUTOS Per accident $ _ $ UMBRELLA LIABOCCUR EACH OCCURRENCE $ EXCESS LIAB FCLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION SPER OTH- AND EMPLOYERS'LIABILITY TAT YIN UTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? ElN/A ----- (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space is required) License no. CGC151142 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Ave Miami Shore,FL 33154 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD s �v 4n JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION **CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 5/1/2015 EXPIRATION DATE: 4/30/2017 PERSON: CABALLEIRO ISAAC FEIN: 711003637 BUSINESS NAME AND ADDRESS: CABALLEIRO'S CORP GMP CONTRACTORS 13500 SW 250 ST HOMESTEAD FL 33092 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL LICENSED PLUMBING HEATING,VENTILATION, CONTRACTOR CONTRACTOR AIR-COND Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt...apply only within the scope of the business or trade listed on the notice of election to be exempt.Pursuant to Chapter 440.05(13),F.S.,Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if,at any time after the filing of the notice or the issuance of the certificate,the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate.The department shall revoke a certificate at DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413-1609 1 GMP CONTRACTORS ENGINEERING & CONSTRUCTION 13500 SW 250 ST#924733 PHONE(786) 443 3548 HOMESTEAD, FLORIDA 33092 CGC1515142 FAX(305)396 5672 Gmpcontractorsl@gmail.com.com ------------------------------------------------------------------------------------------------------------------------------------------------ Date: September 22, 2015 State of: Florida. County of: Miami-Dade. Before me this day personally appeared_Isaac Caballeiro_ who, being duly sworn, depose and says: That he or she will be the only person working on the project located at 166 NE 92nd Street Miami Shores, FL 33138. Isaac Caballeiro GMP Contractors President Sworn to (or affirmed) and subscribe before me this 2 Z day of -S"F1` 1 e`-1z 20 By ,1�06L Cnba/ley-e Personally know Or produce Identification Type of Identification produced 'al iv" Print, Type or Stamp Name of Notary E MERALIS GONZAL.EZ MY COMMISSION#FF12558EXPIRES JULY 14,201S , Service.com g-0153 Floridallotary g�OHES ixc.193a B.,, ,,,,,M Miami shores Village Building Department �LORtiDp' 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers'Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if 1. 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 contractor is requesting a permit under this workers'compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. 9 Signature: ' er State of Florida County of Miami-Dade The foregoing was acknowledge before me this Z day of ��y�f h. ,20 By T�f LL :�1 �f N soA who is personally known to me or has produced as identification. Notary: SEAL: ._. MERALIS GONZALEZ MY COMMIS SION#FF125581 '-1 EXPIRES July 14, 2018 (407)398-0153 FloridallotaryService.com r y�oC.193 REs y_ logo .....� 1111 iami shores Village 2 &* Building Department J�L�s to 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#: 's �-`-1 �� DATE: C' (Name) contractor ❑ Owner ❑Architect Picked up 2 sets of plans and (other) Address: 16 t �j& / 2-A � From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores VillagZBuiliep;artme to continue permitting process. Signature: (SIGNATURE) PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: 'S:7 41- $►ORES G Miami hores Village ` Building Department ��.,:�„ pl_ 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 �LORtDA Fax: (305) 756.8972 September 29, 2015 Permit No: WS- 15-2474 Building Critique Window and Door Replacement Requirements. 5`"edition,2014 Code-Existing Buildings. 1.706.4 Replacement of windows and doors.The replacement of garage doors,exterior doors,skylight,operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: 1.Opening protection exception.For one-and two family dwellings constructed under codes other than the Florida Building Code and located in windborne debris regions,the replacement of garage doors and exterior doors with glazing, sliding glass doors,glass patio doors, skylights,and operable and inoperable windows within any 12-month period shall not be required to have opening protection but shall be designed for wind pressures for enclosed buildings,provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. 2.Opening protection exception for High-Velocity Hurricane Zones.For one-and two-family dwellings constructed under codes prior to September 1, 1994,the replacement of exterior doors with glazing,sliding glass doors,glass patio doors, skylights, and operable and inoperable windows within any 12-month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. 1626.1 All parts or systems of a building or structure envelope such as,but not limited to,exterior walls,roof, outside doors, skylights,glazing and glass block shall meet impact test criteria or be protected with an external protection device that meets the impact test criteria.Test procedures to determine resistance to wind-borne debris of wall cladding,outside doors, skylights,glazing,glass block,shutters and any other external protection devices shall be performed in accordance with this section. 2.Door product approval should reflect compliance with the 2014 Florida Building Code.The NOA provided 12- 0208.14 was approved to comply with the 2007,and 2010 Code. Ismael Naranjo Building Official Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... SCIS Home Log In User Registration Hot To ics Submit Surcharge Stats&Facis , Publications FBC Staff B CIS Site Map Links ', Search Businessrl, 441V Product Approval USER:Public User Product Approval Menu>Protlu5(4r AP.Pk.atipn Search>Applicati.on_Usl>Application Detail FL# FL17860 ,km.��'11, Application Type New Code Version 2014 Application Status Pending FBC Approval Comments • • Archived • • •••• •••••• Product Manufacturer TM Windows LLC •••••• •••• •••••• • Address/Phone/Email 1543 North Powerline Rd 000000 • • • Pompano Beach, FL 33021 0000 •••••• (305)888-0077 • • • • • joe_sixto@usalum.com • • •• •• •••• •••••• Authorized Signature Javad Ahmad • •••••• • • alfarooq@afceng.com • • • • • • • • •••••• Technical Representative : ••• • ;••,•; Address/Phone/Email •0 see • • Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Javad Ahmad the Evaluation Report Florida License PE-70592 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Jesus Gonzalez, P.E. Validation Checklist- Hardcopy Received Certificate of Independence FL17860 RO COI SS-Outswino Door-CI 2014 pdf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code 1 of 2 9/29/2015 l 1:52 AM f Florida. Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... Product Approval Method Method 1 Option D Date Submitted 07/02/2015 Date Validated 07/05/2015 Date Pending FBC Approval 07/21/2015 Summaryof_.._... _. _....-.__.._._... _._...... .............___.............._.................._..._._.__......_._....... .._... .._...-__........-._......__._..-...... _......-_._......- .._.,m........... .___... FL# Model,Number or Name Description 17860.1 Series 230 Aluminum Outswing Large missile impact resistant aluminum outswing door. Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes t FL17860 RO II SS-230 Aluminum Outswing Door(LMI Approved for use outside HVHZ:Yes W15-32.Ddf Impact Resistant:Yes Verified By:Javad Ahmad PE#70592 •••• Design Pressure: +80/-90 Created by Independent Third Party:Yes • • Other: See drawing 15-32 for span vs load combinations Evaluation Reports ••• 0000 •*•• • and installation details. [ FL17860 RO AE SS- 230"swift Door:LMIJAPAE • i2014.Ddf ••••••0000' • ••:• Created by Independent TI r�1�*6t::Yes • • • ..-....._.._..._......._..m..._ _.. Fses ...._._ _ _. _._.... _.._�_.._............ ._.......................�...._m. ..__...._..�....__._. _._: 117860.2 230 Aluminum Outswing ]Non Impact resistant aluminum outswing door• ••••• • •• •i••• _ • • Limits of Use Installation Instructions • • • • • Approved for use in HVHZ:Yes FL17860 RO II SS-230 41uminum Outswina toor NI •'•• • Approved for use outside HVHZ:Yes W 15-33.Ddf •••••• • • Impact Resistant: No Verified By:Javad Ahmad RE#70562 • • •L••0• Design Pressure: +60/-69.7 Created by Independent Third Pa Yes •••••• Other: See drawing 15-33 for span vs load combinations Evaluation Reports I: •� • gig•••i and installation details. FL17860 RO AE SS- 230 Crutswi;C1 Door1MI)-',M • • 2014.Ddf •• • Created by Independent Third Party:Yes 17860.3 Series 249 Aluminum Outswing Large missile impact resistant aluminum outswing door. Door Limits of Use Installation Instructions l Approved for use in HVHZ:Yes FL17860 RO II SS-249 Aluminum Outswing Door(LMI) Approved for use outside HVHZ:Yes W15-30.Ddf Impact Resistant:Yes Verified By:Javad Ahmad PE#70592 Design Pressure: +100/-141 Created by Independent Third Party: Yes Other: See drawing 15-30 for span vs load combinations Evaluation Reports and installation details. FL17860 RO AE 249 French Door(LMI)- PAE 2014.pd 3 Created by Independent Third Party:Yes Back Next Contact Us;;1940 North Monro treat.Tallahassee FL 32399Phone:850-487-1824 The State of Florida is an AA/EEO employer.Convriaht 2007-2013 State of Florida ;:Privacy Statement::AccessibilLty Statement::Refund Sta ement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click here_. Product Approval Accepts: - M Et2LR "'uR 'ccuritv'u'i 2 of 2 9/29/2015 11:52 AM �� I i i 1 AL,-FAROOQ CORPORATION N Win 1' CONSULTING ENGINEERS & PRODUCT DEVELOPMENT I July 28, 2015 Mr. Jorge Santaella TM Windows,LLC 601 NW 12th Avenue Pompano Beach,FL 33069 •0000• Soso:* 4040 4040 4040.... 4040.. .40.4040. Ref: Compliance with 2014 Florida Building Code """ ....: 4040.. 4040 Series"249"Outswing Aluminum Door w/wo Sidelites-LMI • 4040.. . 4040 4040... Pending Approval# 17860.3 for 2014 FBC Update 4040.... 4040 4040; . 4040 4040 4040.. 4040.... Dear Mr. Santaella, •••••• • 4040.... The enclosed seated drawings are copies of drawings presently under submittal with Flarida • Building Commission for compliance with the Florida Building Code(FBC)Fifth Edition(=41. :.' If you have any questions,please feel free to contact our,office. Respectfully, '� c E' QO '-• No 70692 :9 ST Q Jul 28 2015 4:52 PM GrSI 'n Javad Ahmad,P.E. Chief Engineer 1235 sw 8r Avenue Miami,FL 33174 T:305.264.8100 F:305.262.6978 I www,afcena.com aifaroog@afceng.com or • • ••• • • • • ••• HEAD/SILL ANCHORS ((�� �31 AT STILE ENDS-\ �1eu I,..o • • • • 4*7/8"••• (6)AT 3" G.C. \ '..'n • 80 • • • • • • •FRA4`[WIDJ00 FRAME WIDTH • • •• • •• • • \ Z m'j • • • • • • •• 6" MAX. 3" O H„ • •f M X. •• 15' X. SURFACE APPLIED HEAD/SILL TYP. \ 15" MAX.. 2 N a HEAD SILL A HEAD/SILL FALSE MUNTINS CORNERS HEAD/SILL Q 2 N a CORNERSMAY BE USED o o; a> •• • 41 ;./ • • • • i • HINGE OPTIONS / ''I2•• • • • • • 11 SEE SHEET 5 / \ 0 a 4 01 E \ taLz� n _ W Q /�'• JC �� WO ____ iY____ of ¢ O 0 ____ IY �� o � S \ W 2 \ I N p l x0 O o a m o Q m / sm WLOCK OPTIONS NI4 \SEE SHEET 5 / iN4 a z3 ---------r ` Q \ -------/ \ o m II / ¢ G, \ II / p X W o U a J J W W 11 I yyI W LOCK OPTIONS_-,-- L \ (I _. _... SEE SHEET 5 -3r--" / \ / Q •-N W a GLASS D.L.O. DIMS. / �; \ / li p m D.L.O. HEIGHT (DOOR & SIDELITE) = FRAME HEIGHT - 14.875" �B 8 \ / Z Oz D.L.O. WIDTH (X DOORS & 0 PANELS) = FRAME WIDTH - 11.875" D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH - 20")/2 V INACTIVE _ s ACTIVE --A - g and k (DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT, m '-- - - �—� SHUTTERS ARE NOT REQUIRED. 30" �Q s z 30" 29 7/8" �Q s z D.L. OPG. o D.L. OPG. D.L. OPG. o SERIES-249 ALUMINUM FRENCH DOOR W/ SIDELITES 38 s/a" 38 5/8 APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS LEAF WIOTN LEAF WIDTH 38 5/8" ' WITH OR WITHOUT SIDELITES. LEAF WIDTH o SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. TYPICAL ELEVATION TYPICAL ELEVATION �{ SEE SHEET 6 FOR DESIGN LOAD CAPACITIES. ( X ) ( XX ) U THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE SINGLE LEAF DOOR DUAL LEAF DOOR REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). DOOR OPTIONS c m- WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER .2 a LOADS TO THE STRUCTURE. E' IA-THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)PREPARED BY THIS ENGINEER FL #17860 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC C EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. I PROJECT:I-WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. O ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE B INSTALLATION OTOR F BTIESEPBODUCTNSIBLEBASED ON TFOR THE HIS CPRRODUCTREVALUATOi N NOT PART OF THIS APPROVAL. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED �N eI',:"• .....• m ON THIS DOCUMENT. '�'1,1GEN84c°•., A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. c-Tws PRODUCT EVALUATION DOCUMENT WILL BE colvsioEREo INVALID IF ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. ALTERED BY ANY MEANS. z No.70592 D-SITES PECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED - -"'�-' 9 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.o.R.) COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER ___'�_ USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED 0"' i �` -� 1 REQUIREMENTS OF THE FLORIDA BUILDING CODE ® ^.,EDF , [meq+ drawing no. ENGINEER TO THE P.E.C.ENGINEER SHALL SUBMIT TO THIS(ATTER THE SITE i�'.• F SPECIFIC DRAWINGS FOR REVIEW. •.,�ORIDP.•'• ®�� W15-30 i MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION �� IN .ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE. E-THIS Pao.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF. V/V 9100p� N� LABELING TD COMPLY WITH SECTION 1710.8.2. THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. // °V� TVV --- //7 ( 1 (sheet 161 ANCHORS AT MULLION • HEAD/SI AD11cwwf AT 4", 7" & 10" FROM END OF • f • AT STI NDS FRAME AT DOOR AND SIDELITES '`0'� • • • • • • • •�E • • �RA•E'•IDTH • • • o�A7 *OC.•f NP. AT HEAD/SILL 1 1/4" MAS ; • •• 1•1 Z4" MAX • • Q F 41 7/8" • f�0" MAX.••• •• • • • 41 /8" Z N C w SIDELITE FRAME WIDTH XX DOOR FRAME WID SIOELIT FRAME WIDTH Q N la 6"MAX. 3" d I� 15" MAX. SURFACE APPLIED CORNERS TYP. F A •• • • • HEA�`SILL 000 • FALSE MUNTINS d -• MAY BE USED HEAD/SILL •I� •• • • • • Q V �• • • • _ _ _ �"� V O 04 Qowmo n u a 0 'aa / \ nO oy°°p �I HINGE OPTIONS - \ I; I, Q w SEE SHEET/5 j E5 m a Rzni 1 x a10 \LOCK OPTIONS \SEE SHEET 5 J J � , I oN� \ / ' 3 3 4 b INACTIVE ACTIVE - - - --� 30" 30" - - 29 7/8° _ - 30" D.L. OPG D.L. OPG. D.L. OPG. D.L. OPG. y gh p / U 38 58" of 38 1/8" LEAF WIDTH 38 5/8° 38 1/8" `I ` LEAF WIDTH LEAF WIDTH LEAF WIDTH d TYPICAL ELEVATION ( oxxo ) N 0 WITH PANEL SIDELITES y m o. C SIDELITE OPTION \``"'011 � I a I No.70592 0 S ".SOF �fg� drawing r,o. FCORIOP,.•° ��� FL #17860sheet 2 oft6 • • ••• • • • • ••• (' .C. �•• TYPMAAHEADOP.AL DOM END SIDEL TESF HEAD/SILL ANCHORS • • AAT STILC EISAT nj • • 000 • • • 1 AT 3• s �FRt IDTH i• • �' • •• / • 46 5/16" • •m" MA%R FRE WI. • i •• ••• • F w �'a 6" MAX. 3" XX DOOAMH N II Q a HEAD/SILL TYP. 15" MAX. O W m V CORNERS HEAD/SILL SURFACE APPLIED /� •• • • •i ••i i i FALSE MUNTINS 0.SED K A) • ---1--• • • • �-•- '-1, MAY BE USED O ,,♦♦7 i • • •� - v W 1 9 O I SEE SHEEYS Q W 3� N i HINGE OPTIb//NS\\ \ II - �� 14\ I �� o a o \SEE SHEET 5--\\ 2 m 3 M g o LOCK OPTIONS ii II : ,Q o r7 Ir I II 6 n � V) M o < / ~ pNm \ / o �za � n � 5E Hwa INACTIVE ACTIVE I I -� i � N 41 5/8" 30" 29 D.L. OPG. D.L. OPG. a 46 3/8" 38 5/6" o SfDELfTE W0TH LEAF WIDTH 38 5/8" LEAF WIDTH m TYPICAL ELEVATION ( OXXO ) oo_ Q, WITH DIRECT SET SIDELITES o� `\�,u I l l l l us���', r 11 SIDELITE OPTION �`Q�j�®E "���� o � V F :'• it it No.70592 I . ��• ���I T Ii_�i!L�L�I 5�® S'-.LOF FL #1786 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • • • 41 7/8" • • • • • • • • • • •• y "I • •• • • • w z FRAME WIDTH WINDOW WIDTH ••• • 0 •• ••• ••• ••• •• 28" Q Nja. 6"MAX. 15" MAX. D.L. OPG. (FIXED) U 0. a ISI CORNERS HEAD/SILL Aim 10 1/2" 0 wHEAD/SILL 14 MAX. 5"MAX. •• • • • •• ••• •• I i HEAD HEAD/SILL • • • • • • • • • 1%o CORNERS • ••• • • • • •• • 0 V n W m O Et F1� � •• • • • • • ••• •• C Q. Rul 0i�J Z �O _ m �x I I Q _.I G o< ^ �< 207/8" xmw !3 C) rnl 23 / I SILL M of <� �; o .p .� � d / 15 D.L. OPG. (VENT) 3!(q Q= oo o / s'3Ta a iO o Cl28 7/8" j O N m 15 / // VENT WIDTH Z z fl w X00 F U 1-'0 a O 30" m w 3.8 s/8"oa" "\ �Q NOTE: .� o SINGLE HUNG WINDOW IS INTEGRAL PART OF THE SINGLE DOOR. 3Dp = +65 * LEAF WIDTH —80 PSF o * EXT.(+) Dp WITH HIGH THRESHOLD, LIMITED TO +58 PSF WITH STD. THRESHOLD y _ I TYPICAL ELEVATION ( x ) FOR DESIGN LOAD CAPACITY SEE SHEET 5 c � SINGLE LEAF DOOR WITH SINGLE HUNG WDW INSERT o 8 c I S.H. WINDOW INSERT OPTION ���®1� q�pii� N 4g j n No.70582 ;; a ®••'• S^:c OF �gg� drawing no.� FL #17560 16) 1i 1 1 sheet 4 of . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... DOOR WIDTH, �I DO_C.R WIDTH FRAME WIDTH. o \ / • i •• •i i • i \ OH \\ // 46 4 •• •• ••• • \� pW C _ x 04 • • • •• ••• •• 2 iLo LL \ d ••• • • • • •• • / 08 0\\ //i• • • • • • ••• •• 0IL ACTIVE INACTIVE ACTIVE ACTIVE 'S Q. N - Qw3LL � �Z (X ) ( XX) J ZNa W I SINGLE LEAF (X) DOORS WITHOUT SIDELITES DOUBLE LEAF(XX) DOORS WITHOUT SIDELTTES SINGLE LEAF(X)DOORS WITH S.H. INSERT Q w N S r- DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF FRAME ES TH FRA WIDN 109SIGHT E (O)RINT.1') E1 B� ORN B1- FINCHES TH FRA INCHES E 'Al', 'B'I OR Bl FRANCHES TH. FRAMEINCHES T.(+)1 8 0 INT,(-) I w o GLASS TYPES GLASS TYPES GLASS TYPES CLASS TYPES DOOR ME W IS ( ) ( > O O O 80.0 00.0 7141.0 80 109 80.0 80.0 42 1 109 65.0 80.0 r EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD GLASS TYPE 'F' @ S.H.WOW I\ cmo N FOR STD. THRESHOLD LIMIT E%L(+) LOADS TO 58.0 PSF FOR STO.THRESHOLD LIMIT EXT.(+) LOADS TO 58.0 PSF 3 EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD.THRESHOLD LIMIT EXT.(+)LOADS TO 58.0 PSF o jz� � Jai JLLi� IN 'a=o 0,<N W I F-<O a '0 LOCKS: HINGES: i OPTION #1 OPTION 41 STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON 7-5/8" LONG ALUM BUTT HINGES, AT 12" FROM EACH END EXTERIOR AND THUMB TURN ON INTERIOR AND ONE AT MIDSPAN OF LEAF. AT EACH ACTIVE LEAF LOCK STILE, 48" FROM BOTTOM OPTION #2 ° CONVENTIONAL LOCKSTHUMB T WITH KNOB, KEY OPERATED ON 3-1/4" LONG ALUM PIVOT HINGES, AT 12" FROM EACH END EXTERIOR AND THUMB TURN ON INTERIOR °. AT EACH ACTIVE LEAF LOCK STILE, 39-1/2" FROM BOTTOM AND ONE AT MIRAPAN OF LEAF. I FASTENED TO FRAME WITH (2) 1/4-20 X 1-1/2" MS NOTE: MANUALLY OPERATED CONCEALED FLUSH BOLTS FASTENED TO PANEL WITH (2) 5/16-18 X 1-1/2" MS AT TOP & BOTTOM OF EACH LEAF LOCK STILE GLASS CAPACITIES ON THIS SHEET ARE (4) AT DOUBLE(XX) DOORS, (2) AT SINGLE(X) DOORS BASED ON ASTM E1300-09 SEC. GUSTS) .. AND FLORIDA BUILDING COMMISSION 0 °'i OPTION #2 SEALANTS: DECLARATORY STATEMENT DCA05-DEC-219 °I MULTI-POINT LOCK SYSTEM WITH LEVER HANDLE LOCATED I FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED 2 °' AT 40-1/2" FROM BOTTOM OF ACTIVE LEAF LOCK STILE WITH WHITE COLORED SEALANT. — OFINACTIVERLEAFIKE PLOCK STILELATE AT FASTENEDWITHWIDTH 3 METALLIC X 1 2"(FH#SMS28 X 2-1/4" OH MS SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONEtv I11T�i n it FASTENN ED WITH 2 . �I MANUALLY OPERATED CONCEALED FLUSH BOLTS - y '•V*=- g g I j AT TOP & BOTTOM OF INACTIVE LEAF LOCK STILE OPERATORS AT 10-1/2" & 76-1/2" FROM BOTTOM ��'• _ FASTENED WITH (2) #8-32 X 1/2" FH MS ® •. <'.-0 �4q; - drawing no. �` ••FLOR1Dp;. ��� I TO S ENGAGED T TOP.G PERIODS OF ACTIVEHJRRIANO INACTIVE LEAFS _� "—�OJ FL #17860 ��Tnnnttt` sheet 5 oT16 STATIONARY PANEL(0) OR DOORS WITH SIDELITES SICELi?'W- DESIGN LOAD CAPACITY - PSF NOTE: PANEL/DIRECT SET GLASS TYPES GLASS CAPACITIES ON THIS SHEET ARE FRAME HEIGHT DooR wmrH SIDELITE WIDTH A'. 'Al', 'a' OR 'el' BASED ON ASTM E1300-09 (3 SEC. GUSTS) Z 131 NCHES wcHEs INCHES EXT. (+) NT. (-) AND FLORIDA BUILDING COMMISSION p H ilzll DECLARATORY STATEMENT DCA05-DEC-219 z 41 7/8 (X) W ;1 81 80 (XX) 48 80.0 69.7 Q 2 N a. i' {LO 0 85 4180�Bx) x) 48 80.0 69.7 d ¢ O LL 91 4180(X(XX)48 80.0 69.7 p O n 1 V m 410�Bx)X) a 97 42 80.0 79.6 cf 0 8j Q 0 p"L `- 103 4180�8X)X) 42 80.0 79.6 STATIONAR(( 0) it' QW3.LL W U)_O 41 7/109 (X) DOOR W. SIDELITE W. SIDELITE W. DOOR W. SIDELITE W. �'o m 80 (Xg -I 109 41 7/8 80.0 80.0 �I 0 U) EXT.(+)LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD Q W`4 2 H FOR STD.THRESHOLD LIMIT EXT.(+) LOADS TO 58.0 PSF �O o NOTE: o _ FOR DOORS CAPACITIES SEE SHEET 5. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHARTLN / \ �i 0 WILL APPLY TO ENTIRE SYSTEM. Ld o ti L_ LA 3 Q=O ~ 3 Lj V)SUU a 0,6 1 (Ox ( 0X0) Z�m f �O m z v SIDELITE W. DOOR W. SIDELITE W. DOOR W. Z d m NI W. soy DIRECT SET SIDELITE WIDTH DOOR WIDTH (X) OR (XX) LEA ;WIDTH \ / LA / ACTIVE •• ••• • • • •• (0%X) c d� 1-1/a" • •--••-��• • • • • • (Xxo) ( oxxo) N o; PANEL SIDELITE WIDTH DEOR WIDTH • •• • • • • • •(� ••T tT• •!• • > c'' 1' i • i • • • • i �� • ••! •• • • • •• `Tw11111IIII✓ _ p R" - ` PIP ell.. • LEAF IDTH ENSF n it } � No.70592 1 w ILS 1 \ — INACTIVE • •• • •('• • • • DTIV! S OF ®•• drawing jj 1-1/4' ••• • • • i RS �� PANEL SIDELITE WIDTH _ DOOR WIDTHW15-30_ � (xx) - — - FL #17860 1 111` sheet 6 of16i 3/16"HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS 1/4"AIR SPACE i 3/16" HEAT STREN'D GLASS �1/4"AIR SPACE 1 3/16" HEAT STREN'D GLASS .090" Interlayer \ 3/16"HEAT STREN'D GLASS 3/16"HEAT STREN'D GLASS \ L _090" Interlayer z m ISI Saflex Clear And Color Glass ' DuPont SentryGlas 1 By 'Eastman Chemical Co.' .090"Interlayer .090"Interlayer O Z tr 11 y \ Saflex Clear And Color Glass DuPont SentryGlas By 'Kuraray America, Inc. 1x1/8" HEAT STREN'0 GLASS Q N ¢I `1 3 16"HEAT STREN'D GLASS \ By 'Eastman Chemical Co.' By 'Kuraray America, Inc.' .090" Iateda er a a / 3/16" HEAT STREN'D GLASS y DuPont as O o Loi SILICONE 3/16"HEAT STREN'D GLASS 3/i6"HEAT STREN'D GLASS SILICONE SG U SILICONE w GE RCS7701 SILICONE —GE RGS7701 By KurarayAmerica, Inc.' d i \ GE 1200 E GE 1200p r GE RGS7701 d GE RGS7701 t/B"HEAT STREN'D GLASSCL 0 O: GE 1200 tz �GF 12000. F uu j r m SILICONE d V p z m 1 GE RGS7701 a 0 w M o ~ ¢ .i z m ! = GE 1200 0 a Q ° Oo /37 GD0N° 37 M� 0 _ _ IX ALUMINUM I� p I; ALUMINUM m Q Z proI j w w SAa PACER SPACER 14 m �w �r #B SMS w x #8AT SMS/" w AT 4-1 2"FROM ENDS / \ / AT 4-1 2"FROM ENDS \X AND 10-1/2"O.C. 10-1/2" w / AND O.C. 39 AT 1/4 POINTS ALL SIZES 39 AT 1/4 POINTS ALL SIZES o i � m 60 rn GLASS TYPE `A' GLASS TYPE 'Al' GLASS TYPE `B' GLASS TYPE 'B1' GLASS TYPE 'F' iiM (S.H. WINDOW WITH SINGLE DOOR APPLICATION ONLY) U J 4 GLAZING OPTIONS T V)a z 0 o 3SUa 0, n~i w a QZ^U GLASS TYPES GLASS TYPES Za A OR 'B' (ABOVE) V'A1' OR 'Bi' (ABOVE) U w� SILICONE SILICONE a. GE RGS7701 r GE RGS7701 zm GE 1200 Z m rGE 1200 I i 5 iii 3 ! 00 / Lu L i '-X'� \ �JAB :T 1/4 POINTS ON LITES wER THAN 36" •••9 A•• P.NT.AL•yZ•S • • ••! GLAZING DETAILS AT SIDELITE • •• • • • • ••• • v °+ •• •!• •• • • • •• 11 L1p111 II1�/nfly, ,�(� ( : ```�-1��•�� ',// m i LN III Q —i �r'•0GEN36 i • ••• •• ••• •• ♦ Z No.70592 I�I • • •• • •• • • — _� �L"_j L�j •• • • • • • • • • • • —� �� C-_ _ • •• • • • • • • • • ��®'• S�"_oF �t�� drawing no. ••• • • • • • i���'•f<ORIDP,.•'�x`,�, i x/1/15-30 FTS #1"786� �id��� � sheet 7 of�_f� 000 0 0 0 009 • 0 TYPICAL ANCHORS SEE ELEVATIONS 1BY WOOD DUCK 3 EDGE DIST FOR SPACING EDGE DIST �� � 1 / (sF�NOTE SHEET 1) '�2Bv WO6D BUCK _ALTERNATE a j L'[ I - n ANCHOR LOCATION =- j EDGE _1ZOD OD STRUCTURE _ DIST. l� SEE NOTES HEET 1) Z 3� 0 ° �! 1 1 \� z N Qi H w m l l Gg CI 6 26 a IN O w N A i6 f 1 _ x _ d �— — 7 — _ -.._ O V 1 �(� WOOD I ° n BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS V a 0 ITYPICAL ANCHORS TYPICAL ANCHORS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 0'0 w M o 8 ¢�C a 16 SEE ELEVATIONS SEE ELEvnrloNs AND TRANSFER THEM TO THE BUILDING STRUCTURE. 0 a a 6 FOR SPACING FOR SPACING I0 n C_ op METAL Y N O n EDGE STRUCTURE TYPICAL ANCHORS`: SEE ELEV. FOR SPACING Q w y LL m 1/2"MIN. 2 m FLUS BOLT 1 1/4" DIA. ULTRACON BY ' CO' (F-177 KSI, Fy=155 KSt) PENETRATION QW INTO 2BY WOOD BUCKS OR WOOD STRUCTURES Ij 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) � l n - m a THRU 1BY BUCKS INTO CONC. OR MASONRY �' _ `� 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) j = 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) TYPICAL ANCHORS DIRECTLY INTO CONC. OR MASONRY 3' O rn L 1-3 4" MIN, EMBED INTO CONCRETE (HEAD/SILL) j ro ., Ih�L SEE ELEVATIONS / = Q II FOR SPACING 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY (JAMBS) oIl M 1L4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) s w F r' I INTO F.B.C. APPROVED MULLIONS (MIN. THK. = 1/8") W INTO METAL STRUCTURES I O N 1 STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) < 0-00 m ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Z a.°�.'. OR TYPICAL EDGE DISTANCE w a i t9 I INTO CONCRETE AND MASONRY = 2-1/2" MIN. I�---T INTO WOOD STRUCTURE = 1" MIN. j INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. `o_! 6 1/2"MIN. 29 OR FLUSH BOLT PENETRATION z 19 01 i 7 16 16 25 2 >y' *AA6NATE ALTERNATE •• • OPERATING UNITS3/8�� X3/8�� IEEPSI �WFROMv °SILL ENDS �I ° TYPICAL ANCHORS - v TYPICAL ANCHORSCHORSSEE ELEVATIONS SEE ELEVATIONS W $F� LEVATION EDGE DIST. ,T EDGE GIST. • ED�p•T. •• • • No.70592 FOR SPACING — v FOR SPACING • • • • TdkPACING• • • _ •• , m HIGH THRESHOLD STANDARD THRESHOLD • •LO ALTf�2�SHOLd •• • • APPR'D FOR WATER RESISTANCE APPR'D FOR WATER RESISTANCE •NOT AfFW'O FOR•NA.TW HISIS•\NCt • • • • '� - LIMIT MAX. EXT(+) LOADS TO 100.0 PSF (SINGLE DOOR) LIMIT MAX d EXT(+) LOADS TO 58.0 PSF ••• • • • • • ®�'•, SOF ��� raw no I LIMIT MAX. EXT(+) LOADS TO 80.0 PSF (DOUBLE DOOR) ���•.,�ORiDP,.���`� W1 5-30 OPERATING UNITS FL #17860 (sheet 8 of16) \13 MAX. 1 �� 3/8"MAX. SHIM C I� - ALTERNATE �� / SHIM ANCHOR LOCATION n IDY METAL 3 3 I �WOOD BUCK Z �3 STRUCTURE ACTIVE LEAF w �Q TYPICAL ANCHORS 16I IL v 38 Q n a SEE ELEV. 16 I o 0 O (� FOR SPACING I I '� ___' d W w to ---Ji - -— -- ---- -- ,III - 7 w o V 0 21 TYPICAL ANCHORS G i6 EXTERIOR v SEE ELEV. m W Q 5 - FOR SPACING Q W 3 LL N D.L. OPG. ALT. FRAME JAMB !L z n� M -�uNma LEAF WIDTH Q OZ <{ F DOOR FRAME WIDTH SEE LOCK OPTIONS I � SHEET 5 I 3/8" MAX. _ co a 3/8" MAX. /- SHIM SII 3 a; SHIM (C+� MULTIPOINT LOCK--\ (C Q ti 3C \� \ JWP w. 3 J 3 \ / 3 4=o 28Y WOOD//BUCK N=U a TYPICAL ANCHORS IN-ACTIVE LEAF ACTIVE LEAF �ooD s kucTURE s o_NLj SEE ACING I \ // CO FOR SPACING 16 4 16 '.'Z 3 U m 3 z a In t \ I_ma FEE PA N _ 0 21 21 21 a 16 3- 5 5 LEAF WIDTH EXTERIOR TYPICAL ANCHORS SEE ELEV. of LEAF WIDTH FOR SPACING Z BUTT HINGES SEE LOCK OPTIONS PIVOT HINGES SHEET 5 (SEE HINGE OPTION SHE 5) DOOR FRAME WIDTH E6 d: • • • • • • • • • ° of • •• • • • • ••• • OPERATING UNITS =1 •• ••• •• • • • •• `Y\`\\111111// � �� \ ��"•1,\CENSE°'w®' i II I • ••• •• ••• f• • ` o \ • • • • • • • • No 70592 _ a •• • • • • • • • • • • =moi •�` �L �IU • •• • • • • • • • • %� �4•` - , ••• • • • • • ���°. S.".,SOF Q�q � dfowing no. i�°�e'FLORIDP.•'°���; W15-30 FL #]7H �XXX/ ,®��� � NNS sheet g of 16 i ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • 0 TYPICAL ANCHORS SEE ELEVATIONS ALTERNATE [] •si EDGE DIT FOR SPACING `ANCHO^n LOCATION 3A ALTERNATE �A PANEL SIDELITE INSTALLATION DETAILS M, 1 _ 1 ANCHOR..LOCATION z H 38 Z ti 13- \_ Z Z —F 1r"""''''\ O 6 F 6 26 < v Q w M!o 16 : rn d w x Vo � m 16 ALT. FRAME JAMB w m o a¢> cop 6 0.6-0 d m O N #10 X 1" PH SMS Q w3LL w z 3/8" MAX.'.. AT 4"FROM ENDS LL m m #10 X 3/4" PH SMS AND 16"O.C. MAX. Q 2 N Q w SHIM �' AT 6" FROM ENDS 18 w el ti 1 3 AND 24"O.C. MAX. \ � 11 TYPICAL ANCHORS _ �. SEE ELEV.1 FOR SPACING1 16 O L of O 25 16 S 21 o EXTERIOR p m m LEAF WIDTH _ 5 LEAF WIDTH 3 O W z 0 j 1 SILICONE) N a BUTT HINGES w o O w W PANEL SIDELITE WIDTH DOOR FRAME WIDTH ~ d ~! I i � I I 1 X O 6 fi OR ( OR 19 i 19 d I � II I m 1 29 •• ••• • • • • • •s �. G s 28 © 6 •• • •• • •• PANEL SIDELITE UNITS E �I 7x • • s • • • s • • � v 2 ALTERNATE 2 ••• •• ! • • •• ``1111111///,, v 6 e N w a N �����PP..AI$ � � ` �.'110ENSE'•.® i I : III 6 ••• •• ••• •• • bo 70.552 �I� �!�a WEEPS a ;• • •• • •• • 1/2" FROM 00 ° ° ° II ° ° Ii�" •• • • • • • • • • • • ^�' �, --��'—� TYPICAL ANCHORS !1� TYPICAL ANCHOFM •• • • • • • • • • �1 S A OF draw na no. SILL ENDS L ° SFE ELEVATIONS 1- ° EOGE 01ST _ ®... I' EDGE DIST. r FOR SPACING w FOR SPACSEE ING • • s • • RORIDP.•'���� ',�,� ....... W15-30 PANEL SIDELITE UNIT STD. THRESHOLD) PANEL SIDELITE UNIT (HIGH THRESHOLD FL #17860 ��i�O���B1�1`�� rsheet 10 of 16j ••• • • • • ••• • s - -- • •• •• • • • s• •• ••• • • • ••• • • !.� TYPICAL ANCHORS DIRECT SET SIDELITE INSTALLATION DETAILS '_ IM'. SEE ELEVATIONS EDGE DIST. FOR SPACING q 0 1- Fw miQ' 0 0.� �Io1 W V IU CK s �= C�' C,a W� ci 'I'I 25 0 35 ''I II 0 0 3/8" MAX.- �' Q W u1 o it SHIM C \./ 15 J Z r Q a? TYPICAL ANCHORS 3 O SEE ELEV. uu FOR SPACING it 25 25 1 jl N 16 i ( _ O � II I _ tl M •� UM J LL i. T 21O < d W II 3 EXTERIOR S m F I I k, III D.L. OPG. LEAF WIDTH Z 3 O 6a II I o, 3 .z a nil i za SILICONE PIVOT HINGES w p w DIRECT SET SIDELITE WIDTH _ DOOR FRAME WIDTH $10 X 1" PH SMS AT 4" FROM ENDS I 1111 it - AND 16 O.C. MAX. yp 4 Ii II i 35 '� cL ) a • • •• • • • • • .� o DIRECT SET SIDELITE UNITS •• ••• •• • • • •• "1111 I I I I/I/// ���i �:°•UGENgF TYPI CAL ANCHORS • ••• •• ••• •• • No 70592 \ ( � ➢ EDGE DIST. • • • • • • • • _* SEE ELEVATIONS • • •• • •• • • - J FOR SPACING -•g , �` l�Ju J • •• • • • • • • • • ;°�®••' ",c OF �(g�� (drawing no. '' W15-30 ;. DIRECT SET SIDELITE UNITS FL #17860 /�/�I®'AL1w`v h 110 6 • • • • • • • • • • 4.'Z0 -4.000 [) x-.060 -.093 -.062 062 1 .625 1.750 .500 1.750 2.375 I 2.375 0 H 1 L.332 Q N a k--1.843 0. m'0 .090 1.843-d k-145 FRAME HEAD 37 PANEL GLAZING BEAD 3.465-- ir 0 01 TM-099 �l TM-155A �- -1 SIDELITE HEAD/SILL O O •t 8.250 ) GW-30769 a> 2.375 F2.125- G 850 .713 a'o>m Oaao r. 1.465 0.3,R)� & .062 .125 �1781111' 0.310 .715 050 �>�O N W>LL N C CENTER HINGE 0.572 Z N_o 4.000 5 7s9 J u a I wa� 2125 SIDELITE GLAZING BEAD (INSUL. LAM. GLASS) IC 1.262 125 - PIVOT HINGE O 1.988 0.248 L500� 4.000 �1.500� cS'i \ 0.572 GW 37889-A 7.750 .250 2.062 DOOR BOTTOM RAIL C OUTER HINGE 125 19 TM-29236 J � .125 875 o ^ DOOR JAMB/SIDELITE FRAME HINGE PIN .062 BA5499 1.000 -�+ 1.376 .625 STD. SILL ADAPTER .500 o U 4 .062 28' BA5798 .166 --d- MID RAIL CORNER CHANNEL IFS-1.750-. F 093 N Q Ib_ 3.661--I k-x.655 LOW THRESHOLD 658 � � F .625 1.750 8971)K8 .062 1.030 �a O m -Ali - -d_ 3.875---�I .635 1.275 �3�a .062 4.090 -.093 .250 4.000 HINGE CAP 1.829 #10 X 1/2" k--1.865 HIGH SILL ADAPTER ti H d DOOR HINGE STILE F.H. SMS 29) TM-193 38 (5- TM-32995 L2.157 ,125 INSUL GLASS PANEL ADAPTER .562 II o 2.000 �I 4.530 TM-194 4.659 i .093 � w DOOR TOP/BOTTOM RAIL o� II o �- 1.595 930 C TM-32994 0 w 3.500 o I 7.689 a .625 I .187 .554 `o 2.04) 0 0 oLi .062 Ik 4.000-mil IIo0 2.000 vl ' 7.574-y 11 o FRAME SILL (STD.) (D5 'H' MULLION 30 SILL COVER .075 .625 '� T2 BA5797 �15J TM-121A TM-180 tv �7 375 4.000 --- 2.126 2.625 ACTIVE LEAF LOCK STILE8 • • • • • • •• y ° TM-172 BUTT HINGE • •• • • • .5 WEATHER-STRIP ADAPTER ` GW-31826 4.659 .093 • • • • • • • O_ .075 � 3.790 • •• •• • • 999 \\\\111111/��72 = I� 4.000 1.287 I-- 300 2.040 1.750 .300 .186 _062 938 050 1.554 .12, •• •• • • 1 988• • = N0.70592 .715 ' • • • • • • = '.� ioi 1.799- k .625 2.011-d .779o-• 'I�,• 150 • • f • ���•'• S.� OF f� dro nwi g�. 35 4.000 000 (3.+ • • • �B�• FC ORIDP, ���` SIDELITE GLAZING BSD (LAM. GLASS 4A:, INACTIVE LEAF LOCK STILE 731/ REINFORCTM-ING BAR ALT. DOOR JAMB82 A/SIDELITE FRAME ALT. FRABME COVER FL 7y 1,7860�� �9� �.\� 115-3�) 7t 12of16 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESCRIPTION IAL 26 ITEM g -PART O9B QUANTITY LOWMTHRIESHOLDTD) -_-..-- 6063P T6 Xf4NF./SLPPllER/P.EMARKS— 3 BA5499 AS R - FRAME JAMB .6063 T6 Q C / Z 3A BA AS REDD. ALT. DOOR JAMB/SIDELITE FRAME Z 38 BA AS REDD. ALT.FRAME COVER n Ial i 4 TM-172 1 ACTIVE LEAF LOCK STILE 6063-T6 - mIU: 4A TM-36048 1 INACTIVE LEAF LOCK STILE 6063-T6 - QO,> X 5 TM-32995 i PANEL HINGE STILE 6063-T6 - 6 TM-32994 / PANEL TOP/BOTTOM RAIL 6063-T6 - C U a u ,� 11 7 GW 31826 4 WEATHERSTRIP ADAPTER 6063-T6 END OF DOOR STILES(TOP/BOTTOM) P7 8 FD 107 3/LEAF BUTT HINGE 6063-T6 SULLIVAN&ASSOC. c'..> oo —-- -- .. 0 IL a a I l Q 8A - 3/LEAF PIVOT HINGE 6063-T6 LOIRA y+)n 9 GW30769 AS REDD. SIDELITE HEAD/SILL 6063-T6 - O 0 10 GW 32222 2 DOOR LOCK INSERT 6063-T6 LOCK STILE 21 11 GW-34808 2/LEAF PRESSURE PLATE-TIE ROD ALUMINUM IF LONG Z N F m 12 FB 1202 2/LEAF FLUSH BOLT ASSEMBLY ALUMINUM SULLIVAN&ASSOC. J Z N Q w Q W ci E M 15 TM-121A AS REDD. 'H'MULLION 6063-T6 16 32001 AS REQ'D. FOAM FILLED BULB W'STRIPPING - .187 X .250 T-SLOT =1�� 16A 32084 AS REQ'D. MULTI FLAP FOAM FILLED BULB W'S TRIPPING FRAME TOP CORNER 16B 32011 AS REQ'D. FOAM FILLED BULB WSTRIPPING - 87 X.350 T-SLOT w -- — — SIDELITE CORNER 17 FBGF 2/LEAF FLUSH80LT GUIDE, LOCK STILE ENDS (TOP/BOTTOM) 6063-T6 M &M PASTILS w m — o 19 TM-29236 1 PANEL BOTTOM RAIL 6063-T6 20 - AS REDD. x{10 x 1/2"F.H. UNDERCUT SMS. � O g / STEEL AT FLUSH BOLTS 13, O m 21 - 2/LEAF 1/2"0 THREADED ROD,WASHER&NUT STEEL TOP/BOTTOM END RAILS olU 22 - - DEAD BOLT LOCKING HANDLE - KWIK-SET J , 23 - 1 MULTI POINT LOCK - ACTIVE LEAF, 41-FROM BOTTOM 3 J Q 25 - 36 DUST PLUG (OPTIONAL) PLASTIC DOOR JAMB INSTALL. SCREW HOLES =CE o 26 - AS READ. X10 x 1"P.H.SMS. (ASSY.SCREW) STEEL DOOR FRAME MEMBERS/MULL CLIPS o N w i 28 BA5798 AS REDD. STD. SILL ADAPTER 6063-T5 - U m m n 29 BA AS READ. HIGH SILL ADAPTER (USED WITH STD. SILL) 6063-T5 - 30 TM-180 1 SILL COVER 6063-T6 I 31 TM-182 - LOCK STILE REINFORCEMENT _ 6063-T6 - w w 35 TM-157 4 SIDELITE GLAZING BEAD (LAM.GLASS) 6063-T6 SIDE LITE GLAZING PERIMETER '- L 35A - 4 SIDELITE GLAZING BEAD(INSUL. LAM.GLASS) 6063-T6 SIDE LITE GLAZING PERIMETER 0 37 TM-155A OPTIONAL PANEL GLAZING BEAD - 6063-T6 - DOOR LEAF CORNER 38 TM-194 - NSUL.GLASS PANEL ADAPTER 6063-T5 - 39 _ AS REDD. SETTING BLOCKS(1/8"X 3/4"X 4"LONG) EPDM DUROMETER 8015 SHORE A DOOR COMPONENTS 26 �I � 1 I , •• ••• • • • •• O 0 26 ® 0 1'.1461j • • Ill/ I • • •• 111M1,1111rA1v1°�/°1g99I�,,2,,j GENS•"q® � ••• •• • •• 4 No.70592 • • • • • -ti7' 1y • • • i •• • • __ (SLI • • • s ®6� :FtoRlovF drawing FRAME BOTTOM CORNER SINGLE DOORW RAIL CORN WOW. FL #1786 '� IlSW 1t53 03> • •• •• • • • •• •• TYPICAL ANCHORS 1 3 EDG"c DIS SEE ELEVATIONS +, > �1 FOR SPACING 1 ° ALTERNATE r iel aANCHORLOCATION ° y Z m i3 2 N Z 7 w a a Q O N I'0 o O' .A1 16 6 26 � ai Q w g.v t• I I � O o j o° 6 #10 X i-1/2" FH SMS n gSEE ELEVATIONS 0 N a0 FOR SPACINGQ w 3 O N wol_o In C4 i Q w l dill o i 0 4 � i 3 � rn ¢ r7 0 14 z Jj L`- Q 2 i 17. 5.1 Q �13FZ--a a z w o I �ly'za � w 3 1 a r-I ;i ii p p w x > W � i I 8 j j 3.1 I i U , r OR c> 1 g I I ICJ • • • 0.0 •f SINGLE (X) OPERATING UNITS W/ S H WDW o, 18. #10X 12" FH SMS SEE/ELEVATIONS �1 i ••2 Q • •• ����1((1gq111 ���7pp�� FOR SPACING `"" 6 �`�¢�GENS.. i I II I ••• •• • - cella I Flo.70592 I M II 1_ _J •• r • • • • • • _� �' I I '® of Fy �drawing no.� v v •I�• ff"[CAL ANCHORS • • f P � � coRloP.• W15-30 : 'EDGE DIST. 'vSEE ELEVATIONS C FOR SPACING i ® --- HI—THRESHOLD OPTION �i �d�L r� FL 17860 ,11111s�eY14of16 UII 3/8"MAX. (� j __ N SHIM X10 X 1-1/2" FH SMS z n 3 SEE ELEVATIONS /�c -3/8" MAX. f m E 1 FOR SPACING l' l -SHIM f W \ VENT WIDTH Q wala 2BY WOOD BUCK 3 3 O:O \ OR C W 0 110 WOOD SF UCTUR D.L PG. 16 12.1 TYPICAL ANCHORS d O SEE SPACING 0' 141 16 FOR SPACING 0 / O _ aK>m o IS 0 LL Z m 2i _ v JC7 OlQ 16 EXTERIOR 17:71- TYPICAL ANCHORS 2 1 5 SEE ELEV. D.L. OPG. (FIXED) v FOR SPACING � 0 S.H. WINDOW WIDTH I� HINGE OPTIONS LEAF WIDTH SHEET 5 - rn D v DOOR FRAME WIDTH o M SEE LOCK OPTIONS _3 J SHEET 5 J>L, 3 V) n 3/8"MAX. 3/8"MAX. Q N Ld C,,� a SHIM SHIM 1BY METAL 3 3 ,WOOD BUCK Z a STRUCTURE w ACTIVE LEAF p TYPICAL ANCHORS 16 SEE ELEV.- FOR SPACING W_ o 21 - TYPICAL ANCHORS SEE ELEV. 16 EXTERIOR 5 �. FOR SPACING D.L. OPG. LEAF WIDTH o °1 o I' _ o • • • • • • • • FRAME WIDTH • • •• • • . . . . . . . ,,,,,,,111,,,,,,,,, � � � SINGLE X) QPERATING UNITS W/ S.H. WDW. No.70882 • •• • • • • • • • • • • �.�®•'•, .'-.a OF !4U� drawing no. FL #178 0 ® �g 10 ` sheet 15 of 16 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • • ii• • • • • 0+0 1-1 1.437�i 2.1 # G M31198 4 FRAME JAMB•••...,.�•• •!4MATERIAL ••. / .ITEM PART RE D. DESCRIPTION NF. SUPPLIER REMARKS 746 1 FRAME 062062 '��I r,130 375 3.1 - 1 FRAME SILL • • •• • • • Z :.625 836 ILI�-Y 4,1 GW-36123 1 FIXED MTG. RAlli •• i•• • 0 { Z .250 k-° w5.1 TM-113 1 STD.VENT TOP RAIL QF1.875-- 6.1 TM-112 1 VENT BOTTOM RAIL �:O o o O W M U 7.1 GW-31802 2 VENT JAMB -- • • •• 6(*.0-46 -i• a W L1 FRAME HEAD '1z1, FIXED RAIL REINF. s.1 GLASS STOP ANGLE 8.1 TM-115 2/VENT SPRING LOADED EORESS LO*k 11':R.0 Elt In 8A.1 - 2/VENT LATCH LOCK® fi"FRO E S el O O Y NP • • + •• •asr - • a 9.1 - AS REDD. GLAZING STOP ANGLE • • • • AL W�• �OWM o �{7501-•- 10.1 - 2 VENT STOP (5-1/4"LONG) PLASTIC - O 4 Q 11.1 - 2 SPIRAL BALANCE - CALDWELL O a ! LD rlCZ .095 12.1 - 4 VENT GUIDE PLASTIC - W 3 N .050 III`-n s71, 1.749 ____.___--- Q ti 1.000 ' WV-3045 2.541 13.1AS REDD. BULB WEATHERSTRIP VINYL - W N=m 14.1 W43201 AS REDD. FIN SEAL WEATHERSTRIP WOOL - J O M Q .f .140 _ Q W N F f 15.1 W43371 AS REDD. FIN SEAL WEATHERSTRIP WOOL - '937 --T161 - 1 FRAME/VENT ASSEMBLY SCREWS CRS #10 x 1"P.H. SMS � r 1.563 --- � � 17.1 - - FIXED RAIL REINFORCING ALUMINUM - � Jo FIXED MEETING RAIL ,1� DOOR STILE REINF. 18.1 DOOR STILE REINFORCING ALUMINUM - �� � S.H. WINDOW COMPONENTS H m 0 g t.7sD M� � 6' � 3� m 658 M T40 �� 16. o .75T 0 .062 1.1256 1.562 1.045 H Q a ONW I Z�GO m r7550 3Z zZ .+ z1 SASH SIDE RAIL o 0- 5.1 STD. VENT TOP RAIL II'o 0- �j.969� rN VENT TOP CORNER 877 1.8733 2.1 .787 --�- 943 FRAME TOP CORNER cl .882 .062 0 8 � '674 .055 I IlL 1.469 7.1 .617 vl 7 6.1 FRAME JAMB .9.1 SASH LATCH 2.1 N`o 1.362 2050- 8 � � 3. 2. 26 .062 2.725 2.250 \N1\1,o\C11•E7�10N1531�9F/A2II•7.j®//74� _�L�`-�.ammi� U .662 � ��1.937 6.1 6'1 �® OF dr wo ing no �.7sob •F<oaoP.• ��� W15-30 1 �;1 VENT BOTTOM CORNER q`�®®�����. VENT BOTTOM RAIL (3J FRAME SILL FRAME BOTTOM CORNER III r F'I, #I7860 ��11I11111 1N\\ sheet l6_of_16j AL-FAROOQ CORPORATIONCONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER#61G20-3 METHOD I OPTION D .... FL.17860...... ...... '•Vtt: 7/Clf/24IX5 .. Detailed Product Description ; •....• •.•• •.•..• Manufacturer:T.M.WINDOWS LLC. •••:•• :....: Manufacturer Address: 601 N.W. 12'"AVENUE—POMPANO? BEACH FL. 33069 '....• '..' ..... Model Name:SERIES 249 ALUMINUM OUTSWING DQQR W 51aELITES •••••• •• ••:••' Maximum Frame Width:42" (X}180" (XXI •• •• •.•• •••• • Maximum Frame Height: 109" • • • • • •••••• Maximum Load:+100 PSF$-141 PSF(Large Missile Impact) • Installation Drawings#W15-30 This product complies with the High Velocity Hurricane Zane(HVHZ)testing requirements. The above maximum parameters do not occur simultaneously. See charts on installation drawings for combinations of span vs. load, Comparative analysis used X Yes No Mandatary Tests(Tested in accordance with AAMA 101/I.S.2/ FS-02/TAS-202) *ASTME283Air Infiltration Fenestration Testing 1/03/2011 PTL-6168 Marlin Brinson, P.E. Leakage Laboratory ASTM E331 Water Fenestration Testing 1/03/2011 FTL 6166 Martin Brinson, P.E. OR ASTM 547 Penetration Laboratory TAS 202 ASTM E330 Uniform Static Fenestration Testing 1/0.3/2011 FTL-6168 Marlin Brinson, P.E. &TAS 202 Air Press. Laboratory HAMA 1304 Forced Entry Fenestration Testing 1/03/2011 FTC.-6168 Marlin Brinson,P.E. Laboratory 1235 5W 8711 Avenue I Miami,FL 33174 1 T:305.264.8100 1 F:305.262.6978 vr�rew.afceng.com alfaroc>g a fceng_cam . ' Supplern,entall Tests(Tested in accordance with TAS-201 and TAS-203) FBC 1626.2 Large Missile Fenestration 1/03/2011 FTL-6168 Marlin Brinson,P.E. A 201&203) Impact& Testing Laboratory Cyclic Under the limitations of the attached installation drawings,to the best of my knowledge and ability,the above window/door product conforms to the requirements of the 2014 Florida Building Code. � Evaluation Report ��sees ~ � � Al-Farooq Corporation EB#3538 06 so 949* ° ° ° °°°°° " ° ° — --'_--- -__--`---_'-_. _-_~_—__~....~.~.~ 1235 SW 8711 Avenue \ xxmmiFL 33174 1 T:aO5.ae4�8zuo 1 F:305.262.6978 1 www.afceng.com | PRODUCT APPROVAL REVIEW FORM 166 IIIIE 92ND STREE T NAIIA SHORE ,FL 33138 NOA NUMBER OR FL QTY OPENING ZONE SIZE RATING PRESSURE RATING THICKNESS TYPE EGRESS REQUIREMENT LOCATION LOCATION WIDTH HEIGHT NUMBER (,)PSF PSF (+)PSF "I'St YES I NO I Dl LONE 4 18 80 801i - 80 ..1 13.11 11111- i I i4l:T:A:P::C:O N ZONE I JjT.TAPCO� ONE 4 72 1 80 801 5�80 48.91 53.11 711e' N I ID2 14-&V -------------- zm ---------------- D H NIS T-' EX[6T 1 17" ----------- ------------ -- ------------------ t ----------- -------- ZI Raw, Ai RA� . • ....---------- woo A, L ***o • -- **:see I ----------------- ...... Go*** MIR& 0•0 D2 Dw T, 2 00 ------- ----- ----—-------------------------------- IRA, All --------------------- X, j Aft -T V­ BUILDING IGHT 15' ---------- ----------- WIND SPEEa--175 M-P-R Kd=15 EXPOSURE CATEGORY= D WIND ANALYSIS PER ASCE 7-10 -- --- ----- ------------