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WS-16-2172oLn LI/ Jos- q or_ INSPECTION RECORD POST ON SITE rl/ Permit NO. WS -8-16-2172 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 INSPECTION REQUESTS:1(305)762-4949 or Log on at https://bldg.miamishoresvillage.comicap REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3"pm.for ,followip_g.day inspections. Windows/Shutters Parcel #:1 132060130340 Owner's Name: COLLETTE WILLIAMS JIMENEZ Job Address: 30 NE 94 Street Bond Number: Miami Shores FL 33138- Contractor(s) Phone BLUEPRINT INDUSTRIAL CONTRA( (305)333-8110 Primary Contractor Yes Owner's Phone: Total Square Feet: Total Job Valuation: 0 $ 2,000.00 WORK IS ALLOWED: MONDAY THROUGH FRIDAY, 8:OOAM - 7:OOPM. SATURDAY 8:OOAM - 6:OOPM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. A tt wo\tit- a t� W (ll )2.4.4't^d boit‘ 40A. Pft/-nivl s /I; 2 3 A -fill . ` /1/r,6 151714 A ai VV' Z:10 1°- 1 << 1 4 4 NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVE'. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. NSPECTION RECORD INSPECTION ;':DATE Foundation Stemwall Slab Zoning Final ZONING COMMENTS Columns (1st Lift) Columns (2nd Lift) Tie Beam Truss/Rafters Roof Sheathing Bucks Windows/Doors Interior Framing Insulation Ceiling Grid Drywall Firewall Wire Lath Pool Steel Pool Deck Final Pool Final Fence ELECTRICAL Screen Enclosure Driveway Driveway Base Tin Cap Roof in Progress Mop in Progress Final Roof Shutters Attachment Final Shutters Rails and Guardrails ADA compliance •LTr#iiy. DOCUMENTS Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS INSPECTION DATE INSP Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough Ceiling Rough Rough Telephone Rough Telephone Final TV Rough TV Final Cable Rough Cable Final Intercom Rough Intercom Final Alarm Rough Alarm Final Fire Alarm Rough -FireAleut} Final Service Work With FINAI. ELECTRICAL COMMENTS INSPECTION FIRE DATE INSP Final Sprinkler Final Alarm FINAL PLUMBING INSPECTION DATE INSP Rough Water Service 2nd Rough Top Out Fire Sprinklers Septic Tank Sewer Hook-up %! , Roof Drains Gas LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final FINAL PLUMBING COMMENTS MECHANICAL INSPECTION DATE INSP Underground Pipe Rough Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum ANAL MECHANICAL COMMENTS Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Parcel Number PROV Expiration: 02/07/2017 Applicant 30 NE 94 Street Miami Shores, FL 33138- 1132060130340 Block: Lot: COLLETTE WILLIAMS JIMENEZ Owner Information Address Phone Cell COLLETTE WILLIAMS JIMENEZ 30 NE 94 Street MIAMI SHORES FL 33138-2820 Contractor(s) Phone Cell Phone BLUEPRINT INDUSTRIAL CONTRACT (305)333-8110 Valuation: Total Sq Feet: $ 2,000.00 0 Type of Work: REPLACE WINDOWS REAR OF HOUSE. INST No of Openings: 7 Additional Info: Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Amount $1.20 $2.55 $2.55 $0.40 $5.00 $170.00 $9.00 $1.60 Total: $192.30 Pay Date Pay Type Invoice # WS -8-16-60840 08/02/2016 Credit Card 08/11/2016 Credit Card Amt Paid Amt Due $ 50.00 $ 142.30 $ 142.30 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building Review Building 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 zopiFjatherm authorize the above-named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor ff Agent Building Department Copy August 11, 2016 Date August 11, 2016 1 Co/laile3 BUILDING PE IT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING ❑ MECHANICAL DPUBLIC WORKS JOB ADDRESS: SO (.•) T $t Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RE C'ETA .T A G022016 FBC 20N 1� � Master Permit No. LA S(C Sub Permit No. D REVISION D CHANGE OF CONTRACTOR D EXTENSION DRENEWAL ❑ CANCELLATION D SHOP DRAWINGS City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: i ‘ - .3964 - 613 — 0 340 Is the Building Historically Designated: Yes Occupancy Type: S6L Load: Construction Type: Flood Zone: BFE: ItA""titl � OWNER: Name (Fee Simple Titleholder): C61 `2. -fie. -5\ 1 rnei'VeZ Address: 30 (Js ' 7r- City: r City: T'lntit S!} 'QtcCt State: 54- • Zip: 33 IV Tenant/Lessee Name: Phone#: Email: 3g)3(51 NO FFE: Phone#: 3OS-A DSF a 4 I CONTRACTOR: Company Name: gPfi%v. ✓ s -1-1 C.4/.AJu Address: n Yr) 1-' Rik;,, 0.,, 0►41- �f Phone#: 305- 33g'8l 16 City: i*ol I L L)o Iu 61 State: 1L Zip: 33 tea Qualifier Name: 1 �Uctiu 1J� ( � Phone#: 565 - &31.- State 33 State Certification or Registration #: CC1.34 73g Certificate of Competency #: (Lo'CA () A DESIGNER: Architect/Engineer: Phone#: Address: City: Value of Work for this Permit: $ 02 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace Description of Work: 2 1P C- Ji. xd o og r Ir u.&e State: Zip: Door_ 4 WA ❑ Demolition Specify color of color thr�,�tile: { �j Submittal Fee $ GO " r 6,)(Permit Fee $ 1 1 0 CCF $I .A 2_0 co/as Scanning Fee $ q Radon Fee $ 2 - b5 DBPR $ L . J' Notary $.5 ,(j Technology Fee $ I n (3 0 Training/Education Fee $ 0 . 40 Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ l 4 • 3 (Revised02/24/2014) V Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatt#1.-11'"'""-------------------- OWNER or AGENT The foregoing instrument was acknowledged before me this day of 3 k , 20 _ . Cc k4 €- k vr1cv .Jt„ , who is personally known to me or who has produced DL_ �rft- identification and who did take . n oath. Signature CONTRACTOR The foregoing instrument was acknowledged before me this by '2-0 day of JUL1 420 k-6 , by , who is personally know "- n `to as me or who has produced ��( re-- 4-1 ` identification and who did take an oath. NOTARY PUBLLC: NOTARY PUBLIC: Sign: Print: •tier,"+4' LEONARDO RAMIREZ . Notary Public - State of Florida Seal: ******** it, N •r My Comm. Expires Mar 17.2018 Commissions FF 102787 * Sign: Nh Amb Print: Seal:ovs~.""-. ,. 040 °4a Nnta y 6 uNic .State aP Florida :- 1: Sindie Aivnrez , c-•.''' Zr My Coh�miscenli FF 15e7-76. ***************✓s* jk** 34#-****y**k*' *�*..aJ*********** * aA 16'`@dQi"'`'ae'''m.a',w0Niro,.:,w.40=y,ID..;:,a,.,..-k, APPROVED BY / / Plans Examiner (Revised02/24/2014) Structural Review Zoning Clerk STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 ..940 NORTH MONROE STREET ?AL LAHASSEE FL 32399-0783 BELTON. LEVERRIA GETACHEW BLUEPRINT INDUSTRIAL CONTRACTORS, INC. 1747 WASHINGTON STREET, UNIT #4 HOLLYWOOD FL 33020 one rntfier%F thenal WO this license n a artm one of thesnearly byDepartment of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myiloridattcense.com There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and team more about the Departments initiatives Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license, RICK SCOTT GOVERNOR LICENSE NUMBER CGC062338 DETACH HERE STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFE r� a ULATION CGC062338 05/17/2015 CERTIFIED G BELTON, L BLUEPRINT I n. IS CERTIFIED under the'piovisions or Ch 459 FS Eviration dote . RUG at 2018 1..t505170001016 KEN LAWSON, SECRETARY The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date AUG 31, 2016 BELTON, LEVERRIA GETA BLUEPRINT INDUSTR 2500 HOLLYWOOD HOLLYWOOD ISSUED 05117/2015 DISPLAY AS REQUIRED BY LAW SEQ f 11505170001016 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 1, 2015 THROUGH SEPTEMBER 30, 2016 DBA: Business Name: BLUEPRINT INDUSTRIAL CONTRACTORS Owner Name: LEVERRIA BELTON Business Location: 1747 WASHINGTON ST #4 HOLLYWOOD Business Phone: 305-333-8110 Rooms Seats Employees 1 Receipt #:1G80-2507CON19 ENERAI, T Business T ype:RACTOR (CONSTRucTION) Business Opened:07/18/2011 State/County/Cert/Reg:CGC0 623 3 8 Exemption Code: Machines Professionals Number of Machines: For Vending Business Only Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 6.75 0.00 25.00 58.75 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non -regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: BLUEPRINT INDUSTRIAL CONTRACTORS 1747 WASHINGTON ST #4 HOLLYWOOD, FL 33020 2015 - 2016 Receipt #30A-15-00003473 Paid 01/27/2016 58.75 ACORE) CERTIFICATE OF LIABILITY INSURANCE 4..../ DATE(MM/DDNYYY) 07/27/2016 THIS CERTIFICATE 15 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 have ADDITIONAL INSURED provisions or 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 Finney Insurance Corporation 5601 Sheridan StreetADDDRESS: Hollywood, FL 33021 CONTACT Monica Mendez PNG No F, t): 954.966 5533 AX (A No); 954-989-8208 johnf@finneyinsurancecorp.com INSURER(S) AFFORDING COVERAGE NAIC# INSURER A: Scottsdale Insurance Co. COMMERCIAL GENERAL LIABILITY INSURED BLUEPRINT INDUSTRIAL CONTRACTORS, INC 500 Three Islands Blvd. Unit 116 Hallandale Beach, FL 33009 INSURER B: CPS2400844 INSURER C: 06/10/2017 INSURER D: $ 1,000,000 $ 100,000 $ 5,000 INSURER E: INSURER F : OCCUR COVERAGES CERTIFICATE NUMBER: 00000000-134415 REVISION NUMBER: 21 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSD SUBR WVD POUCY NUMBER POLICY EFF (MM/DDtYYYY) POLICY EXP (MM/DDYYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY CPS2400844 06/10/2016 06/10/2017 EACH OCCURRENCE $ 1,000,000 $ 100,000 $ 5,000 MAGE TO PREM SES (EaENTED occurrence) CLAIMS -MADE X OCCUR MED EXP (Any one person) PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 $ 2,000,000 $ GEM_ X AGGREGATE POLICY OTHER: UNIT APPUES JET PER: LOC PRODUCTS- COMP/OP AGG AUTOMOBILELULBIUTY ANY AUTO OWNED AUTOS ONLY HIRED AUTOS ONLY _ SCHEDULED AUTOS NON -OWNED AUTOS ONLY COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LIAB_ EXCESS UAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ $ DED RETENTION $ WORKERS COMPENSATION AND EMPLOYERS UABIUTY Y / N ANY PROPRIETOR/PARTNER/laECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If }res describe under DESCRIPTION OF OPERATIONS below N / A STATUTE ER E.L EACH ACCIDENT $ E.L DISEASE- EA EMPLOYEE $ EL DISEASE- POLICY LIMIT $ DESCRIPTION OF OPERATIONS/ LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached H more space is required) GC License# CG062338 CERTIFICATE HOLDER CANCELLATION Village of Miami Shores 10050 NE 2nd Ave Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZE REPRESENTATIVE (MIM) ACORD 25 (2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Printed by MIM on July 27, 2016 at 01:38PM 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: 5/20/2015 EXPIRATION DATE: 5/19/2017 PERSON: BELTON LEVERRIA G FEIN: 201160258 BUSINESS NAME AND ADDRESS: BLUEPRINT INDUSTRIAL CONTRACTORS INC 2500 HOLLYWOOD BLVD STE 206 HOLLYWOOD FL 33020 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR 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 DFS -F2 -DING -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS? (850)413-1609 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt 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 B C • OU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS Si State of Florida e0/1 -e°7-4 :Vfinfvez- County of Miami -Dade s� re The fore oing was ac wledge before me this v 7 day of `J . By �0 tit ,20 0#*; /1/I 1./4q...7" who is personally own to me or as identification. Notary: SEAL: 40 39&0153 N `!998180 . , 2020 FtorklallotaryServidatem CLiF"ORD J BELTON iviettlY ;;;)MMISSION # FF998160 ,9frr ,'i EXPIRES May 25, 2020 398.0153 Floritlallofa.cont Cf,1"FARD 4 MELTON pp90616 %•, r.0 IPE,b ION (407 398.0183 Fie/.,, Blueprint Industrial Contractors , INC. Contractors Affidavit 8/1/16 State of Florida County of Miami -Dade Before me this day personally appeared Leverria Belton who, being duly sworn, deposes and says : Blueprint Industrial Contractors , will be the only person on the project located at : 30 ne 94th st, Miami Shores , FL. 33138 Sworn,to and subscribed before me this i day of ✓� 2016 , by rP Vuy1(14. //:4i Personally know Or Produced Identification Type of Identification Produced /j/.) Print , Type or Stamp name of Notary CASANDRA HARRISON Notary Public, State of Florida Commissbn# FF 987414 My comm. expires May 14.2020 ES(pss �12? S +2o 4 ta'( 4 -. . • .. .. . • ... . . .... ...... ... . ....... • .. � ••• ...... • ••OOOO • • •• • • • •.... .. • •• ...... ...... • .• • • • • • • •• • ti N o2 G 02 2016 4 AVE 6 "ZS )` L 'v\lsc-2(*2— • •• . •• . ...... •..... • • • ...... . •• • or`: • MIAMI•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90..Street •••• Medley, FL 33166 ••••••• •• MIAMI DADE COUNTY PRODUCT cONTROJ.'$EeIION 118(15,1W26Street:Tam208 •••••• T (786) 3417,26521 F (7485131' ; 2599 • • wwwotasnidade.go;/eZotn •... .... • • •. • • ••••.• 00000 . . ••... 000000 SCOPE. •••••• . • This NOA is being issued under the applicable rules and regulations governing the rise of.consjruction'. materials. The documentation submitted has been reviewed and accepted by Mme{ -Dade (;o'untjr'RER; Product Control Section to be used in Miami Dade County and other areas where a'ltow&d by Aiithorit): • • • • • 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 "13S-8700 (Flange -Frame)" Aluminum Horizontal Sliding Window - L.M.I. APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS -8700 Horizontal Rolling Flange Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision "B", dated 08/11/14, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact.Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 revises NOA No. 12-0127.08 and consists of this page 1 and evidence pages E-1, E-2 and E-3; as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. • NOA No. ,14-Q90,8,14 Expiration Date: April 11, 2017 Approval Date: November 13, 2014 Page 1 • Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED . • • • • • • • A. DRAWINGS .... 1: Manufacturer's die drawings and sections. • • . . • • • • • : • (Submitted under previous NDA No. 11-0705.10) • • .... 2. Drawing No. L8700-0901, titled "HS -8700 Horizontal Rolling Flange.:Ignpac. •' • • ' Window", sheets 01 through 10 of 10, dated 05/30/09, wath;i vision "13" dated•• 08/11/14, prepared by manufacturer, and signed and sealed by Thon fas J. pio1, P. E.....; . . .. • • •••• ••..•. B. TESTS • • • • • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, XOX (114, 1/2, 1/4 and 1/3, 1/3, 113) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3049 and HETI-10-3051, dated 03/23/11, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 11-0705.10) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3047, HETI-10-3053, HETI-10-3057, HETI-10-3130, HETI-10-3223 and HET -10-3225, dated 03/23/11, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 11-0705.10) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3048, HETI-10-3049I, dated 11/09/10, HETI-10-3050, HETI-10-3052B, HETI-10-3056, . HETI-10-3131, HETI-10-3224 and HETI-10-3226, dated 03/23/11, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 11-0705.10) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, XOX configuration, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3251, dated 04/25/11, signed and sealed by Rafael E. Droz-Reda; P. .E. (Submitted under previous NOA No. 11-0705.10) E-1 Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 1,1-0908.14 Expiration Date April 11, 2017 Approval Date: November 13, 2014 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94." • • • • • 2) Uniform Static Air Pressure Test, Loading pC TAS'202 - 94 3) Water Resistance Test, per FBC, TAS 202-t 4'..' • 4) Large Missile Impact Test per FBC, TAS 2§1•24: 4: 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 •...:. 6) Forced Entry Test, per FBC 2411 3.2.1, TA£12 .94 • • . . .. . ••.. • .. . • • • .000000 •• • 000000 . . • • .... ... along with marked -up drawings and installation diagram of 8 • •spacimeits .••• of an aluminum horizontal sliding window, XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08-2033, HETI-08--2034, HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2038, HETI-08-2116A and :HETI-08-2116B, dated 02/28/08, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 09-0706.05) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3097, FTL-3098 and FTL-3364, dated 12/06/01, 12/11/01 and 01/28/02, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under NOA No. 02-0227.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 0.7/10 and updated on 01125/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0127.08) 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/1-1/16. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0908.14 Expiration Date: April 11, 201.7 Approval Date: November 13, 2014 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED •••• • • •• ••• • • • E. MATERIAL CERTIFICATIONS (CONTINUED) •' • 2. Notice of Acceptance No. 14-0423.17 issued to Eastman C1rcMhi1 Contimny (M)"; for their "Saflex Clear and Color Glass Interlayers" dated X6/19/14 t pii-ing oma... •.'..' •• •� ....• 05/21/16. . • • •. F. STATEMENTS • • 1. Statement letter of conformance to and complying with I:BG'5 Edition (2014), . issued by manufacturer, dated 09/02/14, signed and sealed by thornas J. S'o't i, P. E.• '.'. 2. Department of State Certification of LAWSON INDUSTRIES, INC. a;.a far profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC 2010, dated 01/25/12, signed and sealed by Thomas J Sotos, P.E. (Submitted under previous NOA No.12-0127.08) 4. Statement letter of no financial interest, dated 05/20/10, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0127.08) 5. Laboratory compliance letter for Test Reports No.'s HETI-10-3047, HETI-10- 3048, HETI-10 3049, HETI-10-30491, HETI-10-3050, HETI-10-3051, HETI- 10-3052B, HETI-103053, HETI-10-3056, HETI-10-3057, HETI--1Q 3130, HETI-10-3131, HETI-10-3223, HETI-10-3224, HET -10-3225 and HETI-10- 3226, all issued by Hurricane Engineering & Testing, Inc., dated 11/09/10, 03/23/11 and 04/25/11, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 11-0705.10) 6. Laboratory compliance letter for Test Report No. HETI-10-3251, issued by Hurricane Engineering & Testing, Inc., dated 04/25/11, signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 11-0705.10) 7. Laboratory compliance Letter for Test Reports No.'s HETI-08 2033, HETI-08- 2034, HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2038, HETI- 08-2116A and HETI-084.116B, issued by Hurricane Engineering & Testing, Inc., dated 01/15/08 through 02/28/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 09-0706.05) 8. Laboratory compliance letter for Test Reports No.'s FTI -3097, FTL-3098 and FTL-3364, all issued by Fenestration Testing Laboratory, Inc., dated 12/06/01, 12/11/01 and 01/28/02, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under previous NOA No. 02-0227.05) G. OTHERS 1. Notice of Acceptance No. 12-0127.08, issued to Lawson Industries, Inc. for their Series "HS -8700 (Flange -Frame) Aluminum Horizontal :gliding Window - LM:I.", approved on 03/29/12 and expiring on 04/11/17. E--3 Jaime D. Gascon, '. E. Product Control Section Supervisor NOA No. 14-0908.14 Expiration Date: April 11, 2017 Approval Date: November 13, 2014 om om - i ©• �/ , / /// / --0 % O// 0 om NOTE: _ 1 1 XO 1%% REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al, B, & Be REFER TO SHEET #3 3 FOR HORIZONTAL CROSS-SECTION DETAILS "C, D, & E" REFER TO SHEET g4 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. XOX -Equal Lite (1/3-1/3-1/3) NOTES, 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION A310002 DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al, 8, & B1' REFER TO SHEET rya 3) FOR HORIZONTAL CROSS-SECTION DETAILS "D, & E" REFER TO SHEET #5 4) REFLO2 TO SHEET B OF 10 FOR DESIGN LOAD CHARTS AND NOTES. 0 4) - p\\ Oa ©• E .0 Om Oj NOTE: _ 1 1 XO 1%% REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al, B, & Be REFER TO SHEET #3 3 FOR HORIZONTAL CROSS-SECTION DETAILS "C, D, & E" REFER TO SHEET g4 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. XOX -Equal Lite (1/3-1/3-1/3) NOTES, 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION A310002 DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al, 8, & B1' REFER TO SHEET rya 3) FOR HORIZONTAL CROSS-SECTION DETAILS "D, & E" REFER TO SHEET #5 4) REFLO2 TO SHEET B OF 10 FOR DESIGN LOAD CHARTS AND NOTES. 0 4) XOX - Un -Equal Lite (114-1/2-1/4) NOTES: 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al, B, & B1" REFER TO SHEET #3 3) FOR HOIRZONTAL CROSS-SECTION DETAILS "0, & E' REFER TO SHEET @8 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AHD NOTES. SERIES -8700 HORIZONTAL SLIDING IMPACT WINDOW APPROVED ELEVATIONS General Notes: 1.) THIS WINDOW SYSTEM I3 DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (11VHZ) AND ASTM 1300-02. THIS PRODUCT 13 IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED MESE MAXIMUM SPACINGS ON CENTER (0.C.), AND AS TABULATED ON SHEETS 8, 7, or 8. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A 31TE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO. BE REVIEWED BY BUILDING OFFICIAL. 5.) WINDOWS ARE QUALIFIED FOR USE W11H SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEETS #6, 7, or 8), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETs #8, 7 or 8). 8.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE 301'T. IN THE FLVIEZ, THE I.G. EXTERIOR LITE SHALL DE TEMPERED. 7.) 81E SHEET 4 FOR LOCK DETAILS & OPTIONS. 8.) SEE SHEET 9 FOR GLASS TYPES. 9.) SEE SHEET 8 FOR DESIGN PRESSURES ON "X0 or OX" WINDOWS, 10.) SEE SHEET 7 FOR DESIGN PRESSURES 011 EQUAL -LITE "X0X" WINDOWS. 11.) SEE SHEET 6 FOR 02010N PRESSURES ON UN -EQUAL LITE "XOX" WINDOWS. 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. 13.) EXT. & INT. FARE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #3. 4 & 6 FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 MC CHAPTER 24 SECTION 11.3.3.3. 16.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 18.) SEE SHEEP # 6 FOR MULLION/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. 17.) MULLING HORIZONTAL SLING WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED WINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 18.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. •• ••• • • • • • • • • • i . ••• ••• ••i• •• • •• • • • • • • • • •• • •• ••• •• • • -‹1 1 0 0 1 1 4y 4 id 44 . m E 1 1 1 1 ••• • • • • • • .•• • • • • • • • • • • • • ••••• •• • • • • .•. • •• •• • • ••• • • // '// ,/%. // '//'// .%.. // /. j E .0 Om Oj XOX - Un -Equal Lite (114-1/2-1/4) NOTES: 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al, B, & B1" REFER TO SHEET #3 3) FOR HOIRZONTAL CROSS-SECTION DETAILS "0, & E' REFER TO SHEET @8 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AHD NOTES. SERIES -8700 HORIZONTAL SLIDING IMPACT WINDOW APPROVED ELEVATIONS General Notes: 1.) THIS WINDOW SYSTEM I3 DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (11VHZ) AND ASTM 1300-02. THIS PRODUCT 13 IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED MESE MAXIMUM SPACINGS ON CENTER (0.C.), AND AS TABULATED ON SHEETS 8, 7, or 8. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A 31TE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO. BE REVIEWED BY BUILDING OFFICIAL. 5.) WINDOWS ARE QUALIFIED FOR USE W11H SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEETS #6, 7, or 8), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETs #8, 7 or 8). 8.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE 301'T. IN THE FLVIEZ, THE I.G. EXTERIOR LITE SHALL DE TEMPERED. 7.) 81E SHEET 4 FOR LOCK DETAILS & OPTIONS. 8.) SEE SHEET 9 FOR GLASS TYPES. 9.) SEE SHEET 8 FOR DESIGN PRESSURES ON "X0 or OX" WINDOWS, 10.) SEE SHEET 7 FOR DESIGN PRESSURES 011 EQUAL -LITE "X0X" WINDOWS. 11.) SEE SHEET 6 FOR 02010N PRESSURES ON UN -EQUAL LITE "XOX" WINDOWS. 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. 13.) EXT. & INT. FARE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #3. 4 & 6 FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 MC CHAPTER 24 SECTION 11.3.3.3. 16.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 18.) SEE SHEEP # 6 FOR MULLION/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. 17.) MULLING HORIZONTAL SLING WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED WINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 18.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. •• ••• • • • • • • • • • i . ••• ••• ••i• •• • •• • • • • • • • • •• • •• ••• •• • • -‹1 1 0 0 1 1 4y 4 id 44 . m E 1 1 1 1 ••• • • • • • • .•• • • • • • • • • • • • • ••••• •• • • • • .•. • •• •• • • ••• • • TEST UNIT SIZE: 111" X 83" * — INSTALLATION FASTENERS (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABO (0) 10 AT EA. FRAME SILL (14 AT FRAME SILL IF DP ABOV (C) 0 AT EA. FRAME JAMB •SEE GENERAL NOTE 93 & 14. TEST UNIT SIZE: 111' X 63' INSTALLATION FASTENERS * (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 70.0 (3) 10 AT EA. FRAME SILL (14 AT FRAME SILL IF DP ABOVE 70.0) AT EA. FRAME JAMB (C) *SEE GENERAL NOTE 93 & 94. 85 3/8' OVERALL FRAME WIDTH E 70.0 70.0) © 61 319:1%.1— 84 INTERIORypRFRAME WIDTH 3/0' TTqgg ATC261ILS REOWRED METING FDR UNITS VITH DP ABOVE +/- 70227 <4 TOTAL) 4' Ia:j QI i 5 I I r 1 I. 1—! 1 . • ild .i441 M ) O LO. y�dth .- 24 3/8) 13 v I ,/ 11, y1 I l i i t i r •"^80R EA3TES, 1. SAME ANCHOR SPACING AT HEAD 5 RI.RI.SILL . 2. WO ADDITIONAL ANCHORS REQUIRED \ W/ AT MEETING RAILS FUR UNITS VITH XMAS DP ABOVE +70PSF / - 75PSF (4 TOTAL) MpT� "XOX" WINDOW EQUAL LITE FIR. CROSS-SECTION DETAILS 'A, Al, D, 1. B)' AT SHEET 63 2, SEE HORIZONTAL CROSS-SECTION DETAILS '0, 2, 0 2' AT SHEET 45 e 111' OVERALL FRAME WIDTH 1 sd x J RAB�INT. pNp p�0L28)AL SAPOPPLTIONAL. 110' INTERIOR FRAME WIDTH TVO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS VITH DP ABOVE Ij—/- 70PSE (4 TOTAL) *2' 1 2. -1 1 Mr mar SIZE: 74' X 83" INSTALLATION FASTENERS• (A) 0 AT FRAME HEAD (8 AT FRAMS HEAD IF DP ABOVE 70.0 (B) 0 AT EA. FRAME SILL (8 AT FRAME SEL, 12 DP ABOVE 70.0) (C) 6 AT EA. FRAME JAMB • SEE GENERAL NOTE 93 & 94. } U.G D.C. OC. OC. Max 4 L,9. W140 m 24 3/0', g o _ IF1 ANCFD3R NOTES. I I 1 , A\ ppLSE �p� qL �g7�,�7��g p 1. SAME ANCHOR SPACING A HEAD 11 SILL \ /j t �pLI41 M%SRICONE ANORAKS AVAILABLE 2 TWO ADDITIONAL ANCHORS REWIRED 41 AS IIQTIONA4 NESTING RAILS FOR UNITS WITH DP ABOVE +70222 / - 75PS2 (4 MEAL) 10X" ABTOWINDOW — UN—EQUAL LITE NOTE$( L SEE VERTICAL CROSS-SECTION DETAILS 'A, At, 8, 2 D1` AT SHEET 113 2. SEE HORIZONTAL CROSS-SECT10N DETAILS 'C, D, 4 E' AT SHEET RI I✓x O Ma 0 O, Ath gALLCORNEARS) 13 1/4' U.C. 13 1/4' D.C. — 0.C. mac. 74' OVERALL FRAME WIDTH 73' INTERIOR FRAME WIDTH p�H TSAV 11lRAILDP pS VE 4/- 702S2 (4 TOTAL) .--.J 3' FAX. D.C. ANCHOR NOT22, SAME AMOR SPACING L AT MEETING RAILS FORA UNITS WITH 0.L 1atiCLABLP SE L E. TWU ADDITIONAL ANCHORS REQUIRED DP ABOVE +/- 7023F (4 TOTAL) "XO" WINDOW EQUAL LITE NOTES. ( "OX" REVERSED ) 1. SEE VERTICAL CROSS-SECTION DETAILS 'A, AI, D. S 51' AT SHEET 63 2. SEE HORIZONTAL CROSS-SECTION DETAILS `C, D, A E' AT SHEET 64 SERIES -8700 HORIZONTAL SLIDING WINDOW F GE FRAME ELEVATIONS - L.M.I. • • ••; •• .•• . •; • • • ••. "• ••• .: • • ••' •• ••• • • ••• OO OO ••• O a A O A li 1 0 N 0 O S 1 1 1 1 1 2 1 1,4 1 1 I* 1 ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • ••• • • • • • • • ;41,..: • ••• • • vi //, g e I om ti o 0 ANCHOR NOT22, SAME AMOR SPACING L AT MEETING RAILS FORA UNITS WITH 0.L 1atiCLABLP SE L E. TWU ADDITIONAL ANCHORS REQUIRED DP ABOVE +/- 7023F (4 TOTAL) "XO" WINDOW EQUAL LITE NOTES. ( "OX" REVERSED ) 1. SEE VERTICAL CROSS-SECTION DETAILS 'A, AI, D. S 51' AT SHEET 63 2. SEE HORIZONTAL CROSS-SECTION DETAILS `C, D, A E' AT SHEET 64 SERIES -8700 HORIZONTAL SLIDING WINDOW F GE FRAME ELEVATIONS - L.M.I. • • ••; •• .•• . •; • • • ••. "• ••• .: • • ••' •• ••• • • ••• OO OO ••• O a A O A li 1 0 N 0 O S 1 1 1 1 1 2 1 1,4 1 1 I* 1 ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • ••• • • • • • • • ;41,..: • ••• • • 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) 1 1/8' MIN. EDGE DISTANCE 1. ALL WOOD BUCKS ENGINEERED SEPARATELY B, TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM 1 1/4' MIN. : •° :4' AEMBEDMENt-• � 4 d' o° ' a" 4. a ' EXTERIOR GRADE PERIMETER CAULKING - EXTERIOR 1/4' MAX. SHIM SPACE CTYP.) CLEAR SILICONE ADHESIVE BEDDING COMPOUND INTERIOR LAMINATED GLASS EXTERIOR GRADE PERIMETER CAULKING STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC. • #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) EXT, GRADE PERIMETER CAULKING NOT BY 'LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS (TYP) EXTERIOR ALTERNATE DETAIL SILL RISER - OPTIONAL APPLIED WITH SILICONE SEE DP CHARTS CN SHEETS #4. #D, EXT. GRADE CAULK • a 4 . 4 ' 4 1 1/4' MIN. . EMBEDMENT •u° ° .p. 44 . • 4 Q . 1/4.' MAX, SHIM SPACE ° (TYP.) ..4.c• V4' MAX. A SHIM SPACE ° (TYP.) •1 1/4 MIN. EMBE11 MENT . . ,d.* 4 4. 9 Q ' •° OPTIONAL SILL INSTALLATION DETAIL AT 'XO or OX" 1/4' MAX. SHIM SPACE (TYP.) INTERIOR WOOD FRAME INSTALLATION DETAIL WINDOW INSTALLATION NOTES 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED 41/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT, PERIMETER DF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY T8 LESS THAN 1/8'. SHIMS ARE NOT REQUIRED. ,ANCHORS NOTE. ANCHORS TO BE #12 SMS ti/D!*OREW INTO yy((UpOD, OR 1/4' TAPCONS or APPRO D CONC. •AS•ENIRS•DGT] (]N1 • • • WITH A MINIMUM OF 1 1/4`•PENETittIO IINITUfvl�D R • • CONC. (REFER TO LOAD TA♦BI S::sQIaNT=TIP•S 1 Ql♦WEi) •• • • •• Oa a 1 2 C1 O D 1 1 1 1 1 a 1 Q g .4 i •••• • • • f• • ••• • • • • • •••• ••• • •• • • • •• • • • •••• •• ••• EX WOOD BUCKS BY OTHERS (TYP.) (BYE OTHERS) ISH B14 S.M.S. W/ 1 1/4' MIN, EMBEDMENT INTO WOOD, (SEE ELEVATION AT SHEET Be FOR MAX. FASTENER SPACING) 1' MIN, EDGE DISTANCE 1. ALL WOOD BUCKS ENGINEERED SEPARATELY 1. TO BF. REVIEWED BY BLDG. OFFICIAL (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM SILICONE ADHESIVE BEDDING COMPOUND INTERIOR 1 1/4MIN. EM • I ENT EXTERIOR WALL FINISH BY OTHERS (TYP.) • .PT. WQOD BUCKS 4. 1/4' MAX SHIM SPACE (TYP.) 114\\i\\1Rp\Ii1Ri\h. aD e ri 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. -(SEE ELEVATION AT SHEET 82 FOR MAX, FASTENER SPACING) EXTERIOR EXT. GRADE CAULK STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC. EXT. GRAD PERIMETER CAULKING NOT BY •LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS (TYP.) 1/4'IN EMBEDMENT 4. EDGE DISTANCE 4. LOCK (LATCH AND SWEEP) OPTIONS L BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. 73' MAX. WINDOW FRAME BUCK WIDTH 74' MAX. WINDOW FRAME FLANGE WIDTH "XO" WINDOW EQUAL LITE ( "OX" REVERSED ) WINDOW INGTA -T•ATIDN NOTES• 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIDR GRADE CAULK BY OTHERS if'LYP.i • • • • • •'-•• • • • • WHEN TIIS•OAP BETWEEN TIS WIDO� F��SMC Att THE BUCK OR MASONNY I8 LISS THAId01/IF. MIMI ASE WS BEQUPRED. ANCHORra•NOTL'• •• • • • •• ANCHORS TO BE 4112 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCUNS or APPROVED CCNC. FASTENERS INTO CONC., WITH A *INDIO * IF 1 1416 OENEW ATIDN INTO WOOD OR CONC. !RE:ER 1!1 LOAD T ABI!ESF OR OUAN• IPITI!S REWIRED) •• WWW W WW • •• • • • • • • • • •• • • • • • PRODUCFRBVIBBD as complyhyl with the HAMA Bending Cede it Acccp9mcoNo 1 1 0 1 0 1 1 1 2 1; 1 +I9 tti 1 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • •• • • • • • • • • • • • •• 11 12 X 1 3/4' S.M.S. 1 1/4' MIN. WOOD EMBED (SEE ELEVATION AT SHEET tt2 FOR MAX, FASTENER SPACING) 1/4' MAX. "'-SHIM SPACE ITYP.) "AllVAiPAAAAAH\AVAAA.V 1``/ m "�t CLEAR SILICONE ADHESIVE 34 BEDDING COMPOUND 4 'T=om EXT. GRADE CAULK O LAMINATED GLASS (g EXTERIOR 1/4' MAX. SHIM SPAM <TYF) OWN WINDOW INSTALLATION NOTES. 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER CTYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CALK BY OTHERS CTYP.) ' WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE. ANCHORS TO BE #12 SMS DR WD. SCREWS INTO WORD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. CREFER TO LOAD TABLES FOR QUANTITIES REQUIRED) WINDOW FRAME DUCK WIDTH cEEGK RADE A. a d .PT, WOOD BUCKS 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. <SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) =aailk AMvqurouukov'. WINDOW FRAME FLANGE WIDTH 11/4' MIN. MBEDMEN 1 1/8' MIN. EDGE DISTANCE 11 "XOX" WINDOW EQUAL AND UN—EQUAL LITE •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • •• • • • • • • • • •• • • • • • PRODUCT BOYISH° as complying, with da: Florida Building Coda Aamoptaaoe No Br,:._. Po tControl �4 l o4 A z E. Pc CS g s g a 4 g O xnOQ O 0 L) I ,11 w x 1 0 8 00 9 1 1 11 S 1 ai 1 141,7,4 A ••• • • • • '••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY(PSF) - OX or XO WINDOWS 8501 N.W. 90 ST. MEDLEY, FLORIDA 33166 PN No. (305) 696-8660 ALUMINUM WINDOWS AND CLASS DOORS 1 HS -8700 HORIZONTAL ROLLING FLANGE IMPACT WINDOW DESIGN LOAD CHART WITH GLASS OPTIONS (X0 or OX) # # +/- Pressures (pat) :t WINDOW Jamb H & 3 Glass Type "A" (* 2) Glass Type "B" (" 2) Glass Type "C" (• 2) Glass Type "D" (*2) Glass T • e'•E' (" 3) I Glass T "F" (*3) WIDTH HEIGHT Anchors Anchor: + psf 1 psf _ + psf 1 -Psf + psf - paf + Psf 1 - Psf + psf - Psf +Psf - psf _ 24 24 3 3 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 a 36 24 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 3 48 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 m 60 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 24 3 6 65.0 65.0 65,0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 24 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 0 60 36 3 6 65.0 65.0 65.0 65,0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 0 72 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80,0 80.0 80.0 24 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 L 72 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 24 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 60 5 4 65.0 65.0 65,0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 - - - - 26.5 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 _ 26.5 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 g 37 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 38.375 4 6 65.0 65.0 65.0 65.0 70.0 70,0 70.0 70.0 80.0 80.0 80.0 80,0 Ig g 74 38.375 4 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 50.625. 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 50.625 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 t 53.125 50.625 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 50.625 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 , 80.0 " 26.5 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 2 s z to 1a 37 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 a • 1 53.125 58 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 58 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 $ 26.5 63 6 4 65.0 65.0 65.0 48aD - . • O. ... 70,; . •' 70.0 70.0 80.0 80.0 80.0 80.0 37 63 6 4 65.0 65.0 65.0 .0 • : .78.D :: 70 •. 70.0 70.0 80.0 80.0 80.0 80.0 •••s•+t u+ eip,�, 53.125 63 6 6 65.0 65.0 65.0 b W0.4) • • AO,B • 70.0 70.0 80.0 80.0 80.0 80.0 74 63 6 8 65.0 65.0 65.0 • •• _0 1 63.b s t 70.E - '. ; a *J-: 1'KUUU(':dl..p,,.:4SV1DCV Notes (*): 1,) SEE SHEET 8 FOR GLAZING TYPES, DETAIIS & SILICONE OPTIONS. aswmplyd4gwith tholil:.,.-� LL O n 2 } STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW • • s • 410#6 • 1 •� • • cccep� veto yitiir v l -I RISER - OPTIONAL , ` (WINDOWS WITH GLASS TYPES "A, B, C, & D°) • • • 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP • • • WITH GLASS TYPES °E, & F AND +80.0 DP MAX. • •% • • p; •/i , f� .4%. • • • • • t •, .: • 14, ;. 4� : ' 2�ty ,_ 1 , APPLIED WITH SILICONE FOR DP ABOVE +70.0 PSF , !` , '. k 4 , (WINDOWS • • • ADDITIONAL, ANCHORS REQUIRED AT FRAME HEAD & SILL ON • • • WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) • "• • • I_- a • • • • •�J \ �; : , ; , ,,,•,.,1.,;11,11 ) (+80.0 DP MAX) / l ' +.4 •• s�• �b`'b I�UM 4.) WINDOWS WITH GLASS TYPES A. C. OR G° INSTALLED ABOVE SOFT. LN THE HVHZ, THE I.O. EXTERIOR LITE SHALL HE TEMPERED. - So Q ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• DESIGN LOAD CAPA CITY (PSF) - XOX WINDOWS with Un -Equal Lite (1/4-1/2-1/4) T 8501 N.W. 90 ST. MEDLEY, FLORIDA 33166 PN No. (305) 696-8660 ALUMINUM WINDOWS AND GLASS DOORS HS -8700 HORIZONTAL ROLLING FLANGE IMPACT WINDOW DESIGN LOAD CHART WITH GLASS OPTIONS (XOX EQUAL LITE) 4 + /- Pressures (psf) FRAME SIZE # Jamb # H & S Glass T •e "B" *2 Glass T pe"C" *2 Glass T •e "D" *2 Glass pe"E" *3 Glass T pe"F" *3 Glass T •e "G" (*2 WIDTH HEIGHT Anchors Anchors + psf -psf + - psf + psf - psf +psf - psf + psf - psf + psf - psf 60 24 3 7 80.0 80.0 80.0 80.0 66.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 24 3 8 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0. o 96 24 3 10 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0_ 52.0 52.0 65.0 75.0 108 24 3 11 80.0 80.0 ' 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 36 3 8 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 .. 96 36 3 10 70.0 75.0 70.0 76.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 1 � 108 36 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o 60 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 '. 72 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 48 4 8 - - 52.0 52.0 65.0 76.0 65.0 75.0 52.0 52.0 65.0 75.0 96 48 4 10 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 48 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 L 60 60 5 7 - - 52.0 62.0 65.0 75.0 65.0 75. 52.0 52.0 65.0 75.0 72 " 60 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 60 5 8 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 60 6 10 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 60 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 26 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 38.375 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 50.625 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 58 5 7 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 63 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 26 3 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 1 79.5 38.375 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 S 79.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 A g l 79.5 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 62.0 65.0 75.0 i 79.5 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 E i 9 I 106.25 26 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 , 106.25 38.375 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 .?- 106.25 106.25 50.625 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 62.0 65.0 75.0 I # 10625 58 5 11 - - 52.0_ 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 63 5 11 - - 52.0 52.0 65.0 75.0 65.0 76.0 52.0 62.0. 65.0 75.0 2 z ss r+ 111 26 3 11 ' - - 52.0 52.0 - 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 l¢g 1 111 38.375 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 50.625 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 1 Z. 2. 4 111 58 5 11 - - 52.0 .4,82.e ! (i.Q• •7Q .0.•' 650 75.0 52.0 52.0 65.0 75.0 111 63 5 11 - - 52.0 • 52.0 • •66.0 • •7i.0• 65.0 75.0PRoD 52.0 65.0 75.0 4g • • •. 4 t__4. crlsgvis52.0 ED O%1p • •.a41° :_. Q9,.••* • ••. • • • • • Notes (*): 1.) SEE sun 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. •• • • • • • - --. ascnsplytuswNAthaMlotldo BuildingAcceplaOA%N •+. t ,,,,‘,16-- .., ''t11G . ' no,. .44. + �y4,y itJ, ' ', f� of 0" d..- -t. c. `.` 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES °A, D, C, & D") • • • • ••••//.4. 3.) 51.1. WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP • • • • • • (WINDOWS WITH GLASS TYPES "E, & F°) AND +80.0 DP MAX. • • • • • ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD 8c SILL ON • •• • WINDOWS WITH DP ABOVE 70.0. SEE ELEVATION AT SHEET 2 OF 10 • • • /// •'/y.'• • / • • • • • • �• �/ .�A� • •'A' • • • • • i " • • • • • • • • // /// '7/' '/7 ilia '& • �., , ;Pretlia I 1 l© \ / TILL RISER - OPTIONAL1111•47,44..,,,,-",- 1 APPLIED WITH SILICONE I FOR DP ABOVE +70.0 PSF ,, (+90.0 DP MAX.) / �>: • to '..•.;-. ; ..• ' i : '1 -44,4 ..•, -? - �•I '* 1 A+o •.611 4.) WINDOWS WITH GLASS TYPES "A, C, OR Cr INSTALLED ABOVE 30Ff.) ` ' \ NW, IN THE HVRZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. %0)L - Un -Equal Lttq q ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• n 4 tri +• •••S EGI`� a''Q,..11'<di?..48..i '` 7 2100 W 76 Street, Hialeah, Florida 33016 FLOADA:BUitD14 EODE, thr14 Robert S. Monsour, P.E. FI # 11955 / 0006024 • ASC 7-10•Wlllp CODE DESIGN WIND LOADS IN PSF. MIAMI DADE: : • '1�5 M11PH•VfitD ZONE •• ••• •••• •••• • Interior &Exterior Zones (4&5 - Walls). Positive Pressures Exposure C For the 175 mph Wind Zone." : : OAT2GORY.2 Height (Maximum) • • Effective Wind Are(or, Tributary S u )1n;Stare '40 ' Feet • '56 •'• •' 60 10 20 30 . . 1.00 0.95 0.92 • . 0.89 0.88 0.86 15 40.4 38.5 37.5 36.7 36.1 35.7 20 42.7 . '40.8 39.7 38.9 . 38.3 . 37.8 25 .44.6 42.6 41.5 40.6 40,0 39.4 30 46.5 44.4 43.2 42.3 41.7 41.1 40 49.4 47.2 45.9 44:9 . .44.2 43.6 50 51.8 49.4 48.1 47.1 46.4 45.7 60 53.7 51.2 49.8 48.8 48.1 '47.4 Interior Zone (4 = Walls) Negative Pressures . Exposure.0 For the 175 mph Wind Zone CATEGORY 2 Height (Maximum) Effective Wind Area (or, Tributary Area) in Square, Feet 10 20 30 40 50 60 -1.10 . -1.05 -1.02 -0.99 -0.98 -0.96 15 -43.8 -42.0 • -40.9 -40.2 -39.6 -39.1 20 -46.4 -44.4 -43.3 -42.5 . -41.9 -41.4 25 -48.4 -46.4 -45.2 -44.4 -43.8 -43,2 30 -50.5 -48.4 -47.2 -46.3 -45.6 -45.1. 40 -53.6 -51.4 -50.1. -49.1 -48.4 -47.8 50 -56.2 -53.8 -52.5 -51.5 -50.7 -50.1 60 -58.2 -55.8 -54.4 -53.4 -52.6 -52.0 Exterior Zones (5 - Walls) Negative Pressures Exposure C For the 175 mph Wind Zone. CATEGORY 2 Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 , 20 - 30 - ' 40 50 60 Y . 140 - • .. -1.29 -1.23 -1.19 • -1.15 -1.13 1'5 -54.1 -50.4 • -48.3 -46.8 -45.6 • -44.7. 20 . -57.2 -53,4,„ -51.1 -49.5 -48.3 ' 47.3 ' 25 -59.8 . -55.8 •-53.4. -51.7 .. -50.4 -49.4 30 -62.3 -58.1 -55.7 •-53.9 -52.6 ' , '-51.5 40 -66.1 -61.7 . -59.1 -57,2 -55.8 -54.. rf 50 -69.3 -64.7 -61.9 -60.0 -58.5• ; 60 -71.9 -67.0 -64.2 -62.2 -60.6 : � A7 4,A `,'� Length of End Zone (a): 10% of least horizontal dimension or .4 h, whicheve i sm ler, but not less•than 4% of least horizontal dimension or 3 ft. (h = mean roof hei ht in feet). NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld - Wen, Inc. (OR) 3737 Lakeport Blvd. Klamath Falls, OR 97601 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "Jeld-Wen® Energy Saver" Single W/E Outswing Opaque Insulated Steel Door—L.M.I. APPROVAL DOCUMENT: Drawing No. DC9920, dated 09/25/00, latest revision dated 07/03/2007, titled "Energy Saver Impact Wood Edge Steel Single Outswing Opaque Door 6-8" and 8'-0" in Wood Frame", sheets I through 5, prepared by PTC, LLC., signed and sealed by Eric Nielsen, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. 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 # 02-0712.06 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. • •••• • •• •• • • • • • • • • •• •• •• • • •• • ••• • • •• •• • • •• ••• • • • •••• •• •• • • • • • •• • • • • • • • • . ••• MIAMI-DADE COUNTY, FLORIDA • •METRO,DADU FLAGLhR BUILDING 44i WEST FLAGLER STREtk, AWE 1107 • • • • 11i1IAMi, FLORIDA 131:0-1563 (305) 3'1'S=24tf! • FAr(305)•372-6339 www.miam idade.Eov/buildingcode •• • • • •_. .. • • • • •• • • • • • ••• •• • NOA No 07-0731.02 Expiration Date: August 05, 2008 Approval Date: September 06, 2007 Page 1 • . •.• • . . ••. •. .. • • •• • .• •• . •• • . •. •• • •• • . . • • • . • ... .• . •• • . • . . • • . . • • .•. . • •• • . ••. Jeld-Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE S.U$iYIITTED •: •: • . • • . . • . . . • • . . .... • . .•• • . A. DRAWINGS " " • ' . .• ...... ••• . 1. Manufacturer's die drawings and sections. 2. Drawing No. DC9920, dated September 25,2000, 1ategtrgvigior1 dad JAI, 01. 2007, titled "Energy Saver Impact Wood Edge Steel Singh rhitsiv440:11ag11% Door 6'-8" and 8'-0" in Wood Frame", sheets 1 throw; i, ireparerbyMi.: LLC., signed and sealed by Eric Nielsen, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per PA 202-94 2) Uniform Static Air Pressure Test, Loading per PA 202-94 3) Water Resistance Test, per PA 202-94 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202-94 5) Large Missile Impact test, per PA201-94 6) Cyclic Wind Pressure Loading per SFBC, PA 203-94 along with manufacturer's parts and section drawings marked up by Certified Testing Laboratories, Test Report No. CTLA 395W dated 04-01-99, signed and sealed by Ramesh Patel, P.E. "Submitted under NOA# 02-0712.06" C. CALCULATIONS 1. Anchor Verification Calculations dated July 06, 2007, prepared, signed and sealed by Eric Nielsen, P.E. D. MATERIAL CERTIFICATIONS 1. Tensile Test report No. CTL99008 (CTLA-395W), dated 03-31-99, issued by ETC Laboratories Inc., for steel samples tested per ASTM E8-96, signed and sealed by Joseph L. Doldan, P.E. "Submitted under NOA# 02-0712.06" 2. Test reports No. J9906660-001 for "Surface burning characteristics" per ASTM E-84 and "Self ignition test" per ASTM 1929 D, for polystyrene core dated April 8, 1999, issued by Intertek Testing Services. "Submitted under NOA# 02-0712.06" E. STATEMENTS 1. Letter requesting renewal to be made on NOA No. 02-0712.06, issued by PTC, LLC., dated on July 06, 2007, signed and sealed by Eric Nielsen, P.E. 2. Letter requesting renewal to be made on NOA No. 02-0712.06, issued by Jeld — Wen, Inc., dated on July 06, 2007, signed by Steve Saffell. F. OTHER 1. Notice of Acceptance No. 02-0712.06, issued to Jeld-Wen, Inc. for their Series "DoorCraft® Steel" Outswing Opaque Residential Insulated Steel Single Door - Impact, approved on 08/08/2002 and expiring on 00 E-1 iiiine D. Gascon), P.E. ef, Product Control Division NOA No 07-0731.02 Expiration Date: August 05, 2008 Approval Date: September 06, 2007 • •••• • • • ••• •• •• • •• • •• • • • NOTICE OF PRODUCT CERTIFEC4TBO• , • •• CERTIFICATION MO • 'NID062;55-R6• DAJIte •' 1044/3495 •• • • • CERTIFICATION PROGRAM: Structural COMPANY. • JELD •WEN • • • CODE; :•:011-5 :. • :' • REVISION DACE! :05421/204&•• • •' To verify that the "Notice of Product Certification" is valid, please visit www.NAMlCertification.com to assure that the product is active and currently listed. This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN Series "Contour Premium Steel Door" 3737 Lakeport Boulevard Double In-Swing/Out-Swing Steel Wood - Klamath Falls, OR 97601 Edge Entry Doors w/ODL Impact Glass or ODL Allen Frame and Endura Ultimate Hurricane -Astragal Configuration: XX Glazing: IG -1/8" Tempered Glass/ Laminate -1/8" Annealed Glass/0.090" Solutia Interlayer/1/8" Annealed Glass Frame: W-1880mm(74") H-2108mm(83") Panel: W-940mm(37") H-2007mm(79") DLO: W-559mm(22") H-1626mm(64") SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure: +60/-60 psf Large Missile Impact Rated Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3195-1/SJW2011-070/W-1556/W-1565 Expiration Date: September 30, 2017 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684-5124 Fax: (804) 684-5122 JELDWEN® Steel WOOD EDGE IMPACT GLAZED STEEL DOOR 6-8 OUTSWING SINGLE OR DOUBLE DOOR UNIT UTILIZING COMPONENTS FROM ODL• INC. AND ENDURA PRODUCTS INC. GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC) BASE ON THE SIGNED AND SEALED DATE; INCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE WITH THE FOLLOWING: TAS 201-94 ASTM E330-02 ASTM E1666-05 TAS202-94 ASTM E331-00 ASTMEI996-05 TAS 203-94 ASTM 8263-91 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE 1, PAGE 1. 5. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR HIGH VELOCITY HURRICANE ZONE (HVHZ) 6. PRODUCT DOES NOT REQUIRE SHUI 1 tRS RESIDENTIAL INSULATED STEEL DOOR (Common to all frame conditions) DOOR LEAF CONSTRUCTION: Face sheets: 24 GA (0.021" min) thickness. Galvanized steel A-525 commercial quality AKDQ per ASTM 620 with average minimum yield strength Fy(ave)=30627 psi. Core Design: Expanded polystyrene wi h 1.0 to 1.25 Ibs density, by Jeld-Wen Inc. Panel Construction: The active and inactive panels are constructed from 24 GA (0.021" min) galvanized steel The face sheets at top and bottom are bent 90° over the top and bottom rails. The top rail measures 1.0" high x 1.688" wide. The steel bottom rail measures 1.21" high x 1.688" wide. The sides of the face sheets are roll formed into the latch and hinge stiles which measure 1.00" high x 1.688" wide. The Interior cavity is filled with expanded polystyrene. The face sheets are glued to the expanded polystyrene. The panels are cut out for the two-piece ODL Aluminum ALLEN frame. Units are glazed with tempered and laminated impact 1 "IG. On double door applications the inactive door is fitted with an extruded aluminum ash -eget of 6063-T5 alloy, manufactured by Endura. Frame Construction: The frames are constructed of fingerjointed pine jambs measuring 4-9/16" x 1-1/4'. The head jambs are mortised and butt joined to the side jambs, and attached with three (3) 16GA 7/16" crown x 2" long staples on each side. The threshhold is attached to the side jambs with three (3) 16GA 7/16 " crown x 2" long staples on each side. Glazing: ODL insulated lite is 1' overall thickness, consisting of one (1) pane of 0.125" tempered glass; 0.5" air space; two (2) panes of 0.125" annealed with .090" PVB interlayer by Solutia. All lites are sandwiched glazed into the panels. Digitally signed by Alex Spyrou Reason: I am approving this document Date: 2011.06.06 19:57:32 -04'00' 37 1/2" MAX. FRAME WIDTH 35 3/4" MAX. I PANEL WIDTH MAX. D.L.O. PANEL HEIGHT SINGLE OUTSWING UNIT (X) SCALE.. 1/2" =;'-0" r x w 74" MAX. OVERALL FRAME WIDTH 36 1/2" MAX. rPANEL WIDTH W/ASTRAGAL •• • • • • • • •• • • • •••• • • • • • • • •••• • • •• • • • • •••• • • • ••• • • • • 20 Mi D.l INACTIVE ACT L OPP. II • v v klill AM • •• • • • •• • 1- •LTi• • O REF ASTRAGAL BOLT ITEM # 12 DOUBLE OUTSWING UNIT fXX) SCALE: //2" =1'—O" ALL DOOR MODELS ARE VIEWED FROM THE EXTERIOR SIDE TABLE I DESIGN PRESSURE RATING j/APPROVED /� FOR USE NROTEATON FOR QUIRE RE D INFILTRATION IS REQUIRED POSITIVE +60.0 PSF NEGATIVE -60.0 PSF TABLE OF CONTENTS SHEET # DESCRIPTION TYPICAL ELEVATIONS 2 VERTICAL CROSS SECTION & BILL OF MATERIAL 3 HORIZONTAL CROSS SECTIONS 4 OPTIONAL 1 X BUCK IN MASONRY/CONCRETE CROSS SECTIONS 5 ANCHORING LOCATIONS 6 COMPONENT DETAILS 7 UNIT COMPONENTS NOTES: 1 — ALL VIEWS FROM EXTERIOR. 2 — FOR HORIZONTAL ANCHOR IN 1X BUCK OPTION IN MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. 3 — FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN M� fS'ETE. SEE SHEET 4 FOR DETAILS. y1G Atsc aGs: Nc .3 •k' TA E OF !kCI: F' ., 0171x,. 7llintt t?G``` ALEXIS SPYROU FLORIDA P.E. NO. 613101 CERkWORKS, LLC. I21 W. FAIRBANKS AVE STE. 436 WINTER PARK FL 32780 FSPE CERT. OF =IL NO.28520 • o• ••sv•• i• F` • .3 co O N `o2kc�u2i.. es,mP wste' * • m • ••1[••• •• • wz Li m 0 0 ca CL I 00 0 0 --I w 0 Z 0Lu O w 3u~i U 0 0. PART OR ASSEMBLY: 2 O W z UW n, Z 1-0 0 8 0 m z 0 z 0 0 z 0 rr 17) 0 z 0 CT) cc cc w w C2 0 k0 a N 10 10 1 r N 0 m 0 z kn z O cc cc DATE 2/5/08 SCALE: AS NOTED Das. 61, EAG k20L ey:S. SAFFELL DRAWING NO., JW0509-03 SHEET 1 or 7 1/4" MAX. SHIM THK. SEE DETAIL A SHT. 7 OVERALL FRAME HEIGHT 80 3/4" MAX. 62 5/8" MAX. SEE DETAIL G SHT. 6 VERTICAL CROSS SECTION TYP. 2 WOOD FRAME INSTALLATION SCALE: 6" =1"-0" 1/4" MAX. SHIM THK. MAX. OVERALL FRAME HEIGHT MAX. D.L.O. SEE DETAIL G SHT. 6 VERTICAL CROSS SECTION TYP. Item DESCRIPTION Material 1 SIDE JAMB (1 1/4"x 4 9/16" FINGERJOINTED PINE) PINE 2 HEAD JAMB (1 1/4"x 4 9/16" FINGERJOINTED PINE) PINE 3 4" x 4" BUTT HINGE 12GA. (.089" MIN) STEEL 4 9 x 1" PHILLIPS FLATHEAD WOOD SCREW STEEL 5 10 PHILLIPS HD SCREW WITH 1 1/2" MIN. EMBED. STEEL 6 10 X 2" PHILLIPS FLATHEAD WOOD SCREW STEEL 7 #8 X 3" PHILLIPS FLATEHEAD W000 SCREW STEEL 8 #8X1" PHILUPS FLAT HEAD WOOD SCREW S 9 COMPRESSION WEATHERSTRIP (0-LON ODS -650) VINYL 11 OUTSWING THRESHOLD (ENDURA) ALUMINUM 12 ASTRAGAL THROW BOLT, STEEL ROD, 5/16" x 18" STEEL 13 ASTRAGAL BOLT STRIKE PLATE LOCATED ON HEAD JAMB STEEL 14 16 Ga. 7/16" CROWN x 2" LONG STAPLES STEEL 15 KWIKSET LOCK SERIES 400 STEEL 16 KWIKSET DEADBOLT SERIES 780 STEEL 17 ENDURA ULTIMATE HURRICANE ASTRAGAL ALUMINUM 18 ASTRAGAL BOLT STRIKE PLATE ON BOTTOM SILL 19 2x WOOD BUCK WOOD 20 NON COMPRESSION SHIM WOOD 21 DOW 995 SILICONE SEALANT SILICONE 22 1" IMPACT 1G ASSEMBLY BY ODL GLASS 23 1/8" TEMPERED GLASS GLASS 24 3/8" LAMINATED ANNEALED GLASS GLASS 25 LOCK BLOCK (SOLID WOOD x 12" LG) WOOD 26 TOP RAILLVL) LVL 27 BOTTOM L (250A MIN GALVANIZED STEEL) STEEL 28 EXPANDED POLYSTYRENE (1.0 TO 1.2516s DENSITY BY JELD-WEN) FOAM 29 STEEL A-525 DOOR PANEL SKIN MATERW. (24GA GALVANIZED) COMMERCIAL QUALITY 0.021° MIN. THICK.) STEEL GALVANIZED 30 ODL LITE ALIEN FRAME (ALUM 6063 15 ALUMINUM 31 HINGE SIDE STILE (FINGER JOINTED LVL LN. 32 LATCH SIDE STILE (FINGER JOINTED LVL) 114. 33 #8 x 2" PHILLIPS FLATHEAD WOOD SCREW STEEL 34 3/16" OW BUILDEX TAPCON WITH 1.25" MIN. EMBEDMENT STEEL 35 OPTIONAL 1x WOOD BUCK WOOD CONCRETE INSTALLATION SCALE: 6" =1'-0" NOTES: ID FOR TAPCON MASONRY AND WOOD SCREW ,MOR SPACING (ITEMS #5 & #34), SEE SHEET•. • ED FOR VERTICAL ANCHOR III14•BLrK OPTIO ,IN• MASONRY/CONCRETE. SEEiH.E: 4 FOR•EVAILB. OPTIONALLY, ANCHOR CAI; ilBiLili4CED IN NARROW SECTION OF HEAD OR JAMB � •S• LONG A : MINI MUM EMBEDMENT IS ACHIEVED* • •••• • • • • •• •• • lb • oz N 01 Lu 0 O0 ¢DOa 00 crL., woo-05er 0 U4 o w O O Q PART OR ASSEMBLY: U' 6 d 0 a 0 0 (0 a 0 • [fart • • • • • 0 z z 0 1n • • • • • • •• • • •••• • • • ALEXISSPYROU• • • FLORIDA P.E. NO. 68101 CERTWORKS, LLC. 127 W. FAIRBANKS AVE. 8TE.438 WINTER PARK, FL 32789 FBPE CERT. OF AUTH. NO.28520 DATE: 2Ji99/458 • SCALE: A'S NOTEfl DWG. Er: • •J to • 04x. BY:S. SAFFELL DRAWING NO.: JW0509-03 SHEET 2 OF 7 r©0 ," MIN. 1" MIN. 1/2" MIN.1/4" MAX. I— SHIM SEE DETAIL A 0 iii,v , 417 0 ©rse) MIN. 1" MIN. 0 0 SHEET 7 SEE DETAIL G SHT. 6 0 EXTERIOR HORIZONTAL CROSS SECTION TYP. FOOD INSTALLATION (SCALE: 6" =7"-0") 1 1/4" MIN. EMB. 1/4" MAX. SHIM SEE DETAIL A SHEET 7 ® 0 0 0 SEE DETAIL G SHT. 6 0 1/4" MAX. —1 L SHIM MIN. I I SEE SHO 7OM 1 1/2" 1" MIN 0 1" 1" MIN. MIN. Marrifid agiernui ik 07,0 MN 0 HORIZONTAL CROSS SECTION TYP. WOOD INSTALLATION (SCALE: 6" =1'-O") SEE DETAIL AO SHEET 7 1 1/4" MIN. EMS ,/4" MAX. SHIM ' 0 1" MIN. / EXTERIOR `® 0 HORIZONTAL CROSS SECTION TYP. CONCRETE INSTALLATION (SCAM: 6" =1'-0") 0 IME 0 0 O ma© 0 " MIN. MIN.1" MIN. HORIZONTAL CROSS SECTION TYP. CONCRETE INSTALLATION (SCALE: 6" =P-0") E ASTRAGAL CROSS SECTION TYR. 3 (SCALE!' 6" =!'-0") 1 •• • • • • • • •• • • • • •••• • • • • • • • • • •• •• • • • • • •••• • • • •••• • • • • •44•••• •• • • • • •• • •• • • • • • • •••• • • •••• NOTES: E> ASTAGAL FASTENER SPACING DETAIL F. SHEET 6. (TOTAL OF 14 SCREWS). LATCH AND DEADBOLT STRIKE PLATES MOUNT TO ASTRAGAL WITH ADJUSTABLE NUT PLATES. BOTH PLATES REQUIRE is X 3" PHIWPS FIAT HEAD WOOD SCREWS. E> 2x BUCK TO SUBSTRATE FASTENING MAY UTILIZE OPTIONAL 3/16" I1W BUILDEX TAPCON. ®FOR TAPCON5. MASONRY AND WOOD SCREW ANCHOR SPACING (ITEMS #5 & IF34), SEE SHEET t FOR HORIZONTAL ANCHOR 54 1X BUCK OPTION IN MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. t11UUUII1 t © OPTIONALLY, ANCHOR CA(4\D f I��,4.4TOW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDARLY IgG �. 'Y �i Nor. 0 O• ST,FAT E OF :mut' /OOON A` �.\\`. Tl/llitt�\ ALEXIS SPYROO FLORIDA P.E. NO. 68101 CERTWORKS, LLC. 127 W. FAIRBANKS AVE STE. 438 WRITER PARK, FL 32789 RIPE CERT. OF AU 64.60.28520 0 1•1&•-••• • co • w N0 moct u,Q RQ d Wl•t�ee. '4I. x n .... m ••4F-••• • W • PART OR ASSEMBLY: HORIZONTAL CROSS SECTIONS 10 W ce Z O 01 cc La LaLa Z 0� U Z O U O Z O In LJ tY C7 O 0 N N CO 0 on \LJ O O 0 CO O Z D ATE: 2/5/08 scALE: AS NOTED DWG. BY: EAG, CHK. er:S. SAFFELL D RAWING NO.: JW0509-03 SHEET 3 OF 7 1 i r t! rt% , -,/4 4a 1" MIN 0 1" 1" MIN. MIN. Marrifid agiernui ik 07,0 MN 0 HORIZONTAL CROSS SECTION TYP. WOOD INSTALLATION (SCALE: 6" =1'-O") SEE DETAIL AO SHEET 7 1 1/4" MIN. EMS ,/4" MAX. SHIM ' 0 1" MIN. / EXTERIOR `® 0 HORIZONTAL CROSS SECTION TYP. CONCRETE INSTALLATION (SCAM: 6" =1'-0") 0 IME 0 0 O ma© 0 " MIN. MIN.1" MIN. HORIZONTAL CROSS SECTION TYP. CONCRETE INSTALLATION (SCALE: 6" =P-0") E ASTRAGAL CROSS SECTION TYR. 3 (SCALE!' 6" =!'-0") 1 •• • • • • • • •• • • • • •••• • • • • • • • • • •• •• • • • • • •••• • • • •••• • • • • •44•••• •• • • • • •• • •• • • • • • • •••• • • •••• NOTES: E> ASTAGAL FASTENER SPACING DETAIL F. SHEET 6. (TOTAL OF 14 SCREWS). LATCH AND DEADBOLT STRIKE PLATES MOUNT TO ASTRAGAL WITH ADJUSTABLE NUT PLATES. BOTH PLATES REQUIRE is X 3" PHIWPS FIAT HEAD WOOD SCREWS. E> 2x BUCK TO SUBSTRATE FASTENING MAY UTILIZE OPTIONAL 3/16" I1W BUILDEX TAPCON. ®FOR TAPCON5. MASONRY AND WOOD SCREW ANCHOR SPACING (ITEMS #5 & IF34), SEE SHEET t FOR HORIZONTAL ANCHOR 54 1X BUCK OPTION IN MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. t11UUUII1 t © OPTIONALLY, ANCHOR CA(4\D f I��,4.4TOW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDARLY IgG �. 'Y �i Nor. 0 O• ST,FAT E OF :mut' /OOON A` �.\\`. Tl/llitt�\ ALEXIS SPYROO FLORIDA P.E. NO. 68101 CERTWORKS, LLC. 127 W. FAIRBANKS AVE STE. 438 WRITER PARK, FL 32789 RIPE CERT. OF AU 64.60.28520 0 1•1&•-••• • co • w N0 moct u,Q RQ d Wl•t�ee. '4I. x n .... m ••4F-••• • W • PART OR ASSEMBLY: HORIZONTAL CROSS SECTIONS 10 W ce Z O 01 cc La LaLa Z 0� U Z O U O Z O In LJ tY C7 O 0 N N CO 0 on \LJ O O 0 CO O Z D ATE: 2/5/08 scALE: AS NOTED DWG. BY: EAG, CHK. er:S. SAFFELL D RAWING NO.: JW0509-03 SHEET 3 OF 7 1 /4" MAX. SHIM THK. z --- 1" MIN. 1" MIN 1" MIN. 1" MIN. I/moi; SWIficfaiMS•C` V. grir loAk 5 M m SEE DETAIL A SHT. 7 EPO 0 SEE o, DETAIL G o SHT. 6 N m 0 111•11161C11S"moo �0 iii•/ 0 0 EXTERIOR INTERIOR a --I 1" MIN. 1" MIN. VERTICAL CROSS SECTION TYP. OPERATING UNIT 1X BUCK OPTION IN MASONRY/CONCRETE (SCALE: 6" =1'-O") 1" MIN 1" MIN. 1 1/4" MIN. EMB. 1/4" MAX SHIM SEE DETAIL A SHEET 7 1" 1" MIN. MIN. HORIZONTAL CROSS SECTION TYP 1 1/4" MIN. EMB. OPERATING UNIT IX BUCK OPTION IN MASONRY/CONCRETE (SCALE: 6" =1•-0") 1" MIN. 1" MIN. SEE DETAIL G SHT. 6 mm 0000 1" MIN. { 0 1" MIN. A�ir 1` CONCRETE/ MASONRY BY OTHERS L._ 1 /4" MAX. SHIM 1/2 MIN. EMB. 0 0 0 INTERIOR MINA EXTERIOR l SEE DETAL A ON SHEET 7 0 SEE DETAIL A SHEET 7 0 0 0 1 1/4" MIN. EMB 1 /4" MAX. SHIM I` 0 SEE DETAIL G SHT. 6 INTERIOR EXTERIOR 0 1" MIN. t ,4 .... .., .�'� ....t`a 0 0 0 HORIZONTAL CROSS SECTION TYP (w1 0� 0 0 ma 0 M 1" MIN. N,1. MIN. OPERATING UNIT IX BUCK OPTION IN MASONRY/CONCRETE RIGHT HINGE SHOWN, LEFT HINGE OPPOSITE SHOWN (SCALE: 6" =1'-O") • • • • • •• • 1 ) •M1•••• • •••• • • •••• •• • • • • •• • • •••• • • • • NOTES: •••• • SFOR HEET 5. MASONRY AND WOOD �SCREW ANCHOR SPACiti j1T�t�S•#5 & O3�), SEE• AS MINIMUM EMBEOR CAN.'S��,41 1 `f D.Y /yROW SECTI(�MOF AD OR JAMA AS LONG I • * NO X41) •�* ~_ -T+••x' STA/J E OF 1404` , 1. 0`„ i�IS'g/0NAl 111111111111\ OPTIONAL MASONRY/CONCRETE INSTALL CROSS SECTION OF HEAD OR JAMB CI Z I J 0O0 ODC0 ALO CK 00 W 0 z 004 u1 O 3 N 0 0 0 0 PART OR ASSEMBLY: ZO JW J� a ZcO 0 O� Z ao YW cote xz '-0 U C0D Z 0 1 04 La La LJ 0 N Qt 4Jte 000 In — Z • 1n •: O tit aww • • co co o 10.0 N sh tV • 0 O 03 II • • • • • • • • •• • • • •••• • • • ALEXISSPYROU • • • FLORIDA P.E. N0.88101 CERT WORKS, LLC. 127 W. FAIRBANKS AVE STE. 938 WINTER PARK, FL 32789 FBPE CERT. OF MOH. NO.28520 • DATE: 20/408: • SSE: AS NOTED. DWG. BY:: * •• CHK. BY:S. SAFFELL DRAWING NO.: JW0509-03 SHEET 4 or 7 0 J ZZ (4 17 LL1 LU W = In CO \_ O I 16" I__ SEE DETAIL B SHEET 5 SEE DETAIL A SHEET 6 SEE DETAIL B SHEET 6 6" -1 12 1/2" TVP. SEE DETAIL B SHEET 5 9 M M NCO M TA M 00 N --I6"I--- 37 /2" ANCHORING LOCATIONS OUTSWINC SINGLE UNIT (X) SCALE: 1/2" =1'-O" SEE DETAIL A SHEET 5 0 CO 0 203 h M 100 M m ALL DOOR MODELS ARE VIEWED FROM THE INTERIOR SIDE DETAIL A SCALE: 3" =1'-0" DETAIL B SCALE: 3" =1'-0" SEE DETAIL E SHEET 6 12 1/2" TVP. 74 ANCHORING LOCAT ON DOUBLE OUTSWING UNIT (XX)s SCALE: 1/2" =1'-0" SEE DETAIL A SHEET 5 `t`Tttttt tits el, •• • • • CD •• • •••• • m • • • • Vii••• • • • I • 'er c Y a N O • • • • �as�,M• • •1 rn b•O - H N 0.0 4310•• •• • •••.•.H• • W ' . c- {l. v • • r. CO •••• • • • CO U• • ••• • • W • • •r•••• •• • • • • • •• • • • •• • • • • • • •••• •••••I �z N ly- J O 0 CL • cj 0 COO PART OR ASSEMBLY: 0 0 0 0 0 z 0 0 0 0 z 0 rtiz w 0 z 0 to co La La z 0 0 N h U) NN N 0 0 m a a co z 0 In co m ALE840 SPYROU FLORIDA P.E NO. 88101 CERTWORKS, LLC. 127 W. FAIRBANKS AVE. STE 438 WINTER PARK, FL 32789 FBPE CERT. OF AUTH. NO. 28.V0 DATE 2/5/08 SCALE: AS NOTED DWG. BY: EAG CHK. BY:S. SAFFELL DRAWING NO.: JW0509-03 SHEET 5 of 7 DETAIL A —HINGE MOUNTING DETAIL SCALE. 3" =1'—O" DRILL 3/8" ASTRAGAL RETAINER BOLT HOLE THRU THRESHOLD/MASONRY x 1-3/8" DEEP DETAIL E ASTRAGAL RETAINER STRIKE PLATE FOR SILL SCALE. 3" =1'-0" ANCHOR @ EXTERIOR SIDE EXTERIOR INTERIOR DRILL 3/8" ASTRAGAL RETAINER BOLT HOLE THRU FRAME/MASONRY x 1-3/8" DEEP DETAIL B THROWBOLT STRIKE PLATE FOR HEAD SCALE: 3" =1'-0" n i., DETAIL F — ENDURA ASTRAGAL FASTENER SPACING USE 1/8x1" PPH WS SCALE: NTS DETAIL C STRIKE PLATES TO JAMBS SCALE. 3/8" =1'-0" DETAIL D STRIKE PLATES TO AS RACAL SCALE: 3/8" =1'-0" 1/2" x 1/4" CU -D SPACER X = 1/8" TEMPERED GLASS 1/2" AIR Ate • • • • • • •• • 0090" P18 • • • INTERLAYER•1?Y • • • • • •90LUTIA • M EXTERIOR 5/8" GLASS BITE DETAIL G — ODL GLAZING DETAIL wz ^' 3 J 0 0 0 aQ CO lu J 0 Z 00 W o i± cn 0 0 a PART OR ASSEMBLY: COMPONENT DETAILS • • •1/Q" ANNEiL4• • • D •••• • • • • • •• •• • • • • • • 0 0 6 m z 0 to fY cc z w (.9 d 0 0 z Q8 zz 00 Cfria CC 14 4_1 J wWRAPw coca i • • • In • • • • • • • • • •• • • •••• • • • •• • ALE74S SPYRCU FLORIDA RE N0.68101 CERTWORKS, LLC. 127 W. FAIRBANKS AVE STE. 438 WINTER PARK FL 32789 RIPE CERT. OF Arm. NO. 2B520 0 r 0 • • • • e 0089<it • • • sib.♦ DATE: 2/5/08 • scA1E: A9 I4 W )• • • DWG. BY: EAG CHK. BY:S. SAFFELL DRAWING N0.: JW0509-03 SHEET 6 OF T- 4 9/16" r– 2 3/16" M WOOD JAMB FINGERJOINTED PINE SCALE: 6" =1'-0" 2 2 1/2 O 0 %3 ASTRAGAL STRIKE PLATE SCALE: 6" =1'-0" 4" O 0 O 0 1/16" (Min) —1112r– 9/16" OBUTT HINGE 4x4x12 GA. %n1 COMPRESSION WEATHERSTRIP QDS-650 SCALE: 6" =1'-0" SCALE: 6" =1'-0" 3 1/8" —1 %% ENDURA ALUMINUM ASTRAGAL 2J LOCK BLOCK – WOOD SCALE: 6" =1'-0" 3/16" C–SINK. 18" ASTRAGAL BOLT MAT.– C/R STEEL ROD INC & YELLOW CHROMATE SCALE: 6" =1'–O" SCALE: 6" =1' –0" 1 3/16" NOTE 1–USE #10 WOOD INSTALLATION SCREW W/ 1 1/2" MIN. EMBEDMENT WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. 2–USE #8 x 2 1/2" PFI -1 W000 SCREW WHEN INSTALLING INTO MULLIONS. 3–USE 3/16" ITW TAPCON ANCHOR W/ 1 1/4" MIN. EMBED. WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. DETAIL A – COUNTERSINK DETAIL SCALE: 1/4" =1'-0" 4 9/16" • •• .. • • %% OUTSWINC THRESHOLD (ENDUR� • SCALE: 6" =1'– • • • 1 --II 11/16" TOP RAIL (LVL) HINGE STILE (LVL) LATCH STILE LVL) SCALE: 6" =1'-0" 2 1/2" 1 1 1 5/16"-- 00 ASTRAGAL SILL T 8 STRIKE PLATE SCALE: 6" =1'-0" • •• • • • • • • • • • • . • • • • • • •• • • • • •• • co •• • • • • • • M •••• • • 1 1/16" • • • • _n n 1 1/8" BOTTOM RAIL TEFL. 2,5-01,4 MIN. GALV. SCALE.• 6" =1'-0" ODL ALLEN FRAME 30 ALUMINUM 6063 T5 SCALE: 6" =1'-0" 0 m lICIPA I, .6 03 OMN .. B1,:rb o.O 89 4�—,�� My ■ NrES� • E • ••2••• • Y • • 1u Z W rn :Dm U O O ccCIL co tO0 o lu 0061 WC:1 Z L 301 U 0 D! a •. • ►•••• PART OR ASSEMBLY: UNIT COMPONENTS 0 z 0 t W 0 0 U z O U 0 0 Z 0 W N z 0 N 0 Do 13 N co NJ - N N 0 U 0] O ALEXIS SPYROU FLORIDA P.8, NO.68101 CERTWORKS, U.C. 127 W. FAIRBANKS AVE. STE.438 WINTER PARK, FL 32789 FBPE CERT. OF AUTH. N0.28320 DATE 2/5/08 SCALE: AS NOTED on. BY EAG CHK. EY:S. SAFFELL DRAWING NO.: JW0509-03 SHEET 7 OF 7 /0/1\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 December 12, 2011 TO: FROM: Whom It May Concern Alexis Spyrou, P.E. • • ••• • • • ••• •• •• • • • •• •• • • • •• ; 14.7.1j{l.:a11-13anklAve. • • • • •• • • • . Suit:438 Winter Park, FL 32789 • • 4.07.644.957 UI •.• . •; •IJ7-644-736¢FX :ontact@butdingdr4pslorti • • • • • •• • • • • . ••• ••• •.• • •• • • • .• •.• •. • •• • • • • .• • • • • • ••• •• Registered Florida Professional Engineer #68101 MANUFACTURER: JELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 FLORIDA PRODUCT APPROVAL #: FL14569-R1 PRODUCT CATEGORY: Exterior Doors PRODUCT CATEGORY: Swinging Exterior Door Assemblies SUBJECT: Product Conformance to the 2010 Florida Building Code Dear Sir (Madam), I have reviewed the referenced Florida Product Approval and associated documents and found all drawings, reports, referenced test standards, and associated ancillary tests as noted in the currently approved documents listed below to be in compliance with the 2010 Edition of the Florida Building Code. It has been concluded that no revisions or changes to the referenced standards and standard years has occurred between Chapter 35 of the 2007 and Chapter 35 of the 2010 Editions of the Florida Building Code. Therefore, all test standards listed below are valid for the 2010 Edition of the Florida Building Code. SECTION DRAWING REPORT CERTIFICATE CERT. EXP. TEST STDS. 14569.1 JW0509-03 1398 N1006255 -R4 09/30/2013 TAS 201-94 TAS 202-94 TAS 203-94 To the best of my knowledge, all referenced & included test standards, methods of installation, details, and performance ratings have been found to comply with the 2010 edition of the Florida Building Code. This product is manufactured under a quality assurance program currently approved by the Florida Building Commission. Page 1 of 2 ••.• • • ••• • • • •• •. • . . .• .. • . • • • • • • • • • • • • • • •.• :BU! EDING DROPS A Perfect Solution in Every Drop • •Cerliiicatevf Authorization: 29578 • . . • . . ••. . • • • • • . . •.. ••• 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407-644-2366 FX contact@buildingdrops.com Please were t t ado hot hen, nor will I acquire, a financial interest in any company marlufactOrfigoCast=it$.itirtg the product(s) for which the reports are being issued. • ••••.• • .. •. ••.. •. . . • .. I also do not have, nor will I acquire, any financial interest with the Laboratory that performed the test(s), or with the Engineer witnessing the test(s) and sealing the test report(s). Respectfully submitted, �S`�\St'SPYi . P� � O EN s : •QG''. Alexis Spyrou, P.E. Florida Registered Professional Engineer #68101 ALEX SPYROU 2011.12.1616:29:10 -05'00' Page 2 of 2 No 0 :O "o. / ; CCZ /STATE OF :: Ltd lists: Imo% MIAMI# SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE / COMPARISON CHART tja;ess: . .+_ ',Permit No. Ower ng ID (1.06 ow, Door • O uliion Product Acceptance Product Approval Design Pressure Opening Design Pressure Rough Opening Size Shutter Required Yes / NoNJ Mullion Required Yes / No :•1•E�r /0-D90k. /44i0 44 -sq.. t - '44.0� N d VV:'rw:J?'.�aa' if. d°!o�'• /5°76 -F'/— _SAF' 7S S:i N� Ni o .7.. , 'lW At. 094.5 '70 74/- -s4+, 1 n s 's2, , N o •.k.• ► cva /`1''. 09et• 046 70 V- -st.1 1s Ago- c4p N° •..r.'• IAA N0/0w. /46. 1944 /44 70 -'/— - si % -)S Asa t40 No 6 i„,).uW 46. 000 •/474 -70 .. r sTi' --)S s2. Nt' is%0 '1 PdoK. 07- 073/. O.- 6a f - _5y. Sy / 5'Z 1O Nio 1\10 , 6 [ • (l I 1 h