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WS-16-2243 Miami Shores Village >C'elft Tye.�ttM�hLt > 10050 N.E.2nd Avenue NE ;:. ClB�fftt�a n�1��+1�'��lrti Miami Shores,FL 33138-0000 Phone: (305)795-2204 IssugDat�a 096 Expiration: 1912017 Project Address Parcel Number Applicant 800 NE 91 Terrace 1132060050390 Miami Shores, FL Block: Lot: BANCROFT INVESTMENTS, LLC Owner Information Address Phone Cell BANCROFT INVESTMENTS, LLC 7950 NE BAYSHORE Court (786)241-6627 MIAMI FL 33138- 7950 NE BAYSHORE Court MIAMI FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 6,000.00 ABURI LLC (954)548-1548 ------ Total Sq Feet: 0 Type of Work:REPLACE 11 WINDOWS AND 3 DOORS. Available Inspections: No of Openings:14 LInspectionpe:Additional Info: ttachmentClassification:Residential Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.60 Invoice# WS-8-18-60931 DBPR Fee $3.60 DCA Fee $3.60 08/09/2016 Credit Card $50.00 $215.80 Education Surcharge $1.P0 08/23/2016 Credit Card $215.80 $0.00 Permit Fee $240.00 Scanning Fee $9.00 Technology Fee $4.80 Total: $265.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that I work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-named contractor to d e ork stated. August 23,2016 Authorized Signature:Owner / Applicant / Contractor / A Date Building Department Copy August 23,2016 1 Miami Shores Village g AUG d 01� Building Department 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 LBY: Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 f"t BUILDING Master Permit No. ojs I( " PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL F-]PLUMBING ❑ MECHANICAL [:]PUBLICWORKS, ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP �r-'' CONTRACTOR DRAWINGS JOB ADDRESS:too a q 1 f," (-�f City: Miami Shores County: Miami Dade Zip: 73132 Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type:,!_Gs_Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): aayyx- -�- T'-'Ve_3VM0"J Phone#: JV Address: jas-o if- City: kA c4l nA State:_ Zip: '3 31 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: L L_c_ Phone#: 2Yp Address: •i City: �^ L/ State: Zip: ! J QualifierName: -Ft ipyv- -7 Phone#: State Certification_or Registratinn � G��-I'S( �<99 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Q Square/Unear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ®New ❑Repair/Replace ❑ Demolition Description of Work: Q Specify color �o'f(�color thru tile: `I Submittal Fee$ �V��,,s11� Permit Fee$ '�T� ' CCF$ -2 - Go CO/CC$ Scanning Fee$ q 'CV Radon Fee$ 60DBPR$ :3 - Notary$ Technology Fee$ 0 Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ 2-I G ' 9U (Revised02/24/2014) R Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 on 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 r� Signature OWNER or AGENT CONT OR The foregoing instrument was acknowledged before me this The�foregq_ing instrgp nt wa acknowledged before me this day of J W 20 ,by �� day of V 20 ( � ,by p�rryyS „ �+� ,who' ersonally known,who is personally-known to �-�� 1/� me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: ��,.!� Print: Print:Y�� rZ-C7 �t�"` Seal: .: MY COMMISSION#FF 7872 Seal: oay Pu ,,s•....'°c�, YVEITEFLETCHER +. p: EXPIRES April 14, 2017 * MY COMMISSION#FF 087245 (407)L98-0153_ F1011d8Nota Service.com EXPIRES:�Marph14,2018 -44 1 8 APPROVED BY (\& Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 8/32016 Printer Friendly Report ]on HnsGed 8�the Office ' —�� OnS 8c Votlne QM2A1en Flnan�.. � Leatslatfon 8i Ballot Iaeuug � Busl--n�.�� R PubliI Media t~en Pr ur BU MESS begins here Corporation Details Entity Number 1555208 C�paatfon � Business Name BANCROFT Filing Type BWESTMENTS,LLC DOMESTIC LIMITED Lb48�:1 COMPANY Sixtus Awe Original Riing Dam 07!082005 Expiry Date Location: County: State: AlPntl Reglatrart bdbMa#M EDMUND PHILLPS 224 NORTHWOOD AVE ApT 1 DAYTON,OH 45405 Effective Date:07/082005 Contact Status:Active ANGHARA PHILLIPS TICLES OF ORGANPATION/pOM.LINKED LWBILftY CO Date°��1111; Document Nutnberlbrrage 07!082005 0 1 Nww5-sm 'oh'Lls/()r10D'18-17rAM33CM.:N0:18:P18 TYPE,P18 NUM:CORP,1555208 1/1 Limited Power of Attorney BE IT ACKNOWLEDGED that I, ZAJAX0&Jf0)' Of /10-( 7 q3 Full name '�Yr. t2 M1he undersigned,do hereby grant a Social security numberD'ver 'cense limited power of attorney to Full N e LV Address Phone as my attorney-in-fact. Said attorney-in-fact shall have full power and authority to undertake and perform only the following acts on my behalf sign for and do all things essaryto this appointment(check only One option): � 2. 3. The authority herein shall include such incidental acts as are reasonably required to carry out and perform the specific authorities granted herein. My attorney-in-fact agrees to accept this appointment subject to its terms,and agrees to act and perform in said fiduciary capacity consistent with my best interest, as my attomey-in-fact in its discretion deems advisable. This power of attorney is effective upon execution. This power of attorney may be revoked by me at any time, and shall automatically be revoked upon my death, provided any person relying on this power of attorney shall have full rights to accept and reply upon the authority of my attorney-in-fact until in receipt of actual notice of revocation. Signed this day of ,201A�--. Signature STATE OF FLORIDA COUNTY OF?� l" T ing i r a&acknowledged before me this day of 20�,by bn 1�1 I who is rsonally known to me r owho has produced ide if ication and who did(did not)take an oath. Signature Print or type name rotary Public-State of Commission No. 4 Commission Expires O�VLYP�� MAri,8 Siit3dra Pierre Commis M#FF065496 Expires:00L 23,2017 `••�oa�:��` www.AnxoNNtrcnt;Y,� Aburi Constructions LLC 2331 N State Rd 7, STE 203,Lauderdale Lakes,FL 33313 Tele: 954-548-1765 Fax: 954-484-7784 6:7 State of L C( County of !�C` �� t`C Before this day personally appeared �� t who,being duly sworn,deposes and says : That he or she(and accompanied) will be the only person(s)working on the project located at: �� ! I L�� al J FL �. a �1 :, Swo to(or aTirmed)4d subscribed before me this day of .20��,by Personally known Or Produced Identification Type of Identification Produced %r.` 1�'Ef[E�LFTC MY COMMISSION#FFA � � EXPIR�S�lardi.l4 8 . Print,Type or Stamp Name of Notary Jami shoreskVillage Building Department 0 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 Notice to Owner— Workers, Compensation Insurance Exemption r�ry 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 n 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. Signature• Owner State of Florida County of Miami-Dade The foregoing was acknowledge before me this day of A4--' ,20� By �(� l who is personally known to me or has produced as identification. Notary: A SEAL: otary Public stare a onda in My commission FF 063558 4 �Ftio ExPires 10/16/2017 R WR W Building Consultants, Inc;. ('unsu)tme and Enpticering Sen;ices for the Ruildnig tndu. f Y �- P.1-5- fi13 ngg,919' f hv.&Il,urzd,'dVnr:c..ioral i"Vinve'o-(ertiEra•<,fir;tulhminamn Ni.4N 13 Product i Evaluation I 011 Product Category Sub Category Manufacturer Product Name ODLNVestem Reflections ODL 1 Western Reflections Exterior Exterior Docr 315 East Roosevelt,Ave. "Impact Resistant" (Doors Components Zeeland,Mt 49464 Severe WeatherQJ Doorglass Phone-fit 6.748.54137 Assembly for Glazing up to a TO x 6'8 Single Panel Scope: Product Evaluation report issued by R W Building Consultants,Inc.&Lyndon F.Schmidt,P.E.(System ID#1998)for O DUVJestem Reflections,based on Rule Chapter No.9N-3,Method 1 D of the State of Florida Product Approval. Department of Community Affairs-Florida Buildinq Commission. HVJ Building Cotisultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1 This product has been evaluated and is in compliance with the 2010 Florida Building Code(F-BC)structural requirements excluding the "High'Velocity Hurricane Zone"(HVHZ). 2. When ir.;c;d in areas requiring wind borne debris protection this product complies with Section'1609.1.2 of the FBC and does not •• rcquirc an impart resistant covering. This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM El996• • • • •••• •••••• 1 This froduct iS approved for use as a substitute doorglass assembly in conjunction with a glazed steel or fiberglass'dide ringed svO%•• •� door and/or fixed sidelite possessing a comparable current Florida Statewide product approval. •••*•• •• • •••••• 4. The design pressure(DP)rating shall be the lesser of(lie DP rating shown on sheet 1 of Drawing No.FL-14935.1 Or the DP a ��rating :0900: shown in the rrj!azL'd steel cr fiberglass side hinged swine(door or fixed sidelite approval being used • • • • •••• •••• ••••• Th,:! door panel and lite opening size shall not exceed the sizes shown in Drawing No.FL-14935.1 or in the glweif E1 1 or fit0.:..* rgla'a� ••:••0 , ;ide hinge swinq doer or fixed sidelite approval being used. 000000 ••••• 000000 0 �. This product has hr:en tested in the door and/or sidelite panels as specified on sheets 4&a of Drawing No.FL-i4935:i:Substitutiari •. into a similar product may he approved for use by the local Authority Having Jurisdiction. In all cases,the glazed steel or frberglw6••e• 000000 • door andic-r sidelite used must possess a comparable current Florida Statewide product approval. : ••. ' ;...0; ,Supporting Documents. 0 * � 1 Cost Report No. Test Standard Testing Laboratory Signed by TEL 01310304 ASTM E330-02.ASTM E188611996-06 Testing Evaluation Lab., Inc. Lyndon F.Schmidt,P.E. 1`L 01310320 ASTM E330-02. .STM E188611996-06 Testing Evaluation Lab.,Inc Lyndon F.Schmidt,P.E. TEL C!1310197 ASTM E330-02,ASTiVI E188611996-05 Testing Evaluation Lab.,Inc:. Lyndon F.Schmidt,P.E. Tcl.1`1310446 ASTM E330-02.ASTPvt E1886-0511996-06 Testing Evaluation Lab„ Inc. Lyndon F.Schmidt,P.E. f. Drawing No. Prepared by Signed&,Sealed by Nn r--=1493E I RVI Building Consultants.Inc. (CA#9813) Lyndon F.Schmidt,P.E. 3. Miami-Dade AOA,lrl. Materials Testing P` e,interlayer by Solutin) Quai:ta Agsulaf,r_E ertifr F of P, lu rpal nii is,rifA by Nat On !Air r r rt Bonn and Mannrir ment Institute,certifying that OD1-IWestem rf e ow...i;n it ura.:lurunq produ!-t,within in a('10,1MV a surancfi rinigram that con-plies,with iSO/IEC 17020 and Guide Lyndon F.Schmidt,P.E. FL PE No.43409 1212212011 4 4�� ` 127 W. Fairbanks Ave. " Cert VV orks it works Suite 438 Winter Park, FL 32789 407.644.6957 PH FBPE Certificate of Authorization No.28520 407.644.2366 FX info@certwrks.com Product Evaluation Report Of Jeld-Wen Inc. Wood Edge Impact Glazed Steel Outswing Door for Florida Product Approval FIA FL14569 Report No. 1.39 0000 . . 0000 0000.. 0 0 0 0 •••oo* •• Florida Building Code 2007 000.0. 0 • 0000.. Per Rule 9N-3 •••• •••• • 0000 000000. . . 0000.. . 0.0. 0000. Method: 1 —A (Certificate Method) 0• ••• •••••• 0000 .• Category: Exterior Door AssFiWfy 0 0 0000% Sub — Category: Swinging ExteriorODgtw As F%Nli000:00es :0000: •• • Product: Wood Edge Impact Glazed Steel OS Door Material: Wood/24 Ga. Steel Product Dimensions: 74"x 80.75" ``t'�tt{1111111111!' SPY .` X . R `� � �S Prepared For: Q�;.��G'E�NJeid-W'en Inc. * : No 0 * ' 737 l ,a>3kuport Blvd, Klamath Falls, OR. 97001 -a �� , * /r�r� r ,. �pSTATE OF IJJ Prepared by �� F' Alcxis Spyrou ftS�ONALti�C��. Florida Professional Engineer#68101 111111 1 1 1 111 Date: 6/6/2011 Digitally signed by Alex Spyrou Contents: Reason: I am approving this Evaluation Report Pages I —4 document Installation Details Pages 5&6 Date: 2011.06.13 15:37:29 -04'00' Alexis Spyrou, P.E. Florida No. 68101 FL#: FL14569 CertWorks ...itworks Date: 6j6/2011 Report No: 1398 FBPE Certificate of Authorization No.28520 Manufacturer: Jeld-Wen Inc. Product Category: Exterior Door Assembly Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Rule 9N-3.005 (1)(d) Product Name: Wood Edge Impact Glazed Steel Outswing Door (Impact) 74" x 80.75" Scope: This is a Product Evaluation Report issued by Alexis Spyrou, P.E. (FL#68101)for Jeld-Wen Inc. based on Rule Chapter No.9N-3.005, Method 1a of the State of Florida Product Approval, Department of Community Affairs- Florida Building Commission. •••• •••••• Alexis Spyrou, P.E. does not have nor will acquire financial interest in the jQMjjny manufactunng,'or••• distributing the product or in any other entity involved in the approval proce6s of the pw uct natbleT : herein. •••• •••• ••••• ...... . .. ..... This product has been evaluated for use in locations adhering to the 20071'*r a Building Code. •••,�• . . . . ...... ....% See Installation Instructions JW0509-03,signed and sealed by Alexis Spyrpu, (FL#68101)for:••••� specific use parameters. •• • Limits of Use: 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2007 Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing JW0509-03 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions JW0509-03 for size and design pressure limitations. Alexis Spyrou, P.E. Florida No.68101 Page 2 of 5 FL#: FL14569 CertWorks ...itworksDate: 6/6/2011 Report No: 1398 i<- /� FBPE Certificate of Authorization No.28520 Quality Assurance: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and Rule 9N-3.005 (3)for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation&Management Institute, Inc. (FBC Organization#QUA1789) Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 • ASTM E 330-02 • ASTM E 283-91 • ASTM E 331-00 • ASTM E 1886-05 • ASTM E 1996-05 0000.. 0000 0000 . ..00..00 0000 . 0000..% Referenced Data: , 00000.00 00 0000.... 000066 0000.. . . 1. Product Testing performed by National Certified testing Lab&a&A, Inca 0 o (FBC Organization# TST1589) •••••• •• ••••• Report#: NCTL-210-3195-1, Report Date:04/2.$12605 goes """ Report#:SJW2011-070 Report Date:06/D3/20:1 •••„� Report#: NCTL-210-3195-1A, Report Date:04/28/2005 :9699 . 0000.... 0000 . 00000000 2. Quality Assurance National Accreditation and Management Institute (FBC Organization#: QUA 1789) 3. Certification Agency National Accreditation and Management Institute (FBC Organization#: CER 1773) Certification#: N1006255-114 Miami Dade BCCO (FBC Organization#: CER 1592) NOA#:08-0206.01 Products described herein are tested in accordance with standards listed above as required by the 2007 Florida Building Code and do not require an impact resistant covering. Alexis Spyrou, P.E. Florida No.68101 Page 3 of 5 FL#: FL14569 CertWorks ...itworks Date: 6/6/2011 Report No: 1398 �J FBPE Certificate of Authorization No.28520 F Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For 2x wood buck substrate, use#10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by(1X), non-structural,wood bucking is employed, use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. 0000 Refer to Installation Instructions(JW0509-03)for anchor spacing and more debeils oftlo&koslallativn•••6 . . requirements. •• 086609 • 0000.. 00 0 000000 000000 0 0 0 0000 0000 ......6 . Design Pressure: • 0000 0000 0000. Design Pressure 00666. . .6 00000' Positive 60 PSF •• •• •••• •••••• ' 0000.. Negative 60 PSF • • • . . . . . 666666 66...6 6 0 0 000000 06 6 6.6. 6 6 . i l Alexis Spyrou, P.E. Florida No. 68101 Page 4 of 5 FL#: FL14569 CertWorks ...It works Date: 6/6/2011 Report No: 1398 FBPE Certificate of Authorization No.28520 Installation Method Jeld-Wen Inc. Wood Edge Impact Glazed Steel Outswing Door — — 9699 . . 0000 0000.. - . 0 9 00 0 000000 600.00 0 :0066: 9 - - - - 0000 0000 0000 0000 0000. . 0000.. . .. 0000.. . 0000O.L.0 0000.. - - - - - 000000 9 � 0000.. 0000.. . . .9006. - - , .. 0 90.9 .0 9 i Alexis Spyrou, P.E. Florida No.68101 Page 5 of 5 d 127 W. Fairbanks Ave. BUILDING DROPS Suite 438 Winter Park, FL 32789 A Perfect Solution in Every Drop 407.644.6957 PH Certificate of Authorization:29578 407.644.2366 FX contact@buildingdrops.com Product vl atio eort Of JELD-WEN, inc. Premium Atlantic Vinyl Horizontal Slider Window (PAV 8200) for Florida Product Approval 1 Report No. 19 •4000.- . . 4040.. 4040.... 4040 4040 4040 . Florida Building Code 2010 4040.... 4040 . 4040.... Per Rule 9N-34040. ' ... 4040.. 4040.. . . •••• 4040.. 4040... ' •4040.. 4040.... Method: 1 —A (Certificahon)•..' • Category: Windows •••••• •' 4040 Sub — Category: Horizontal Slider ' •••:• 4040 4040.... 4040 4040.. 4040 Product: PA 8200 XO Sliding Window Material: Vinyl Product Dimensions: 74"x 62" Prepared For: ,1E.LDAVE.N'q inn. 3737 Lakeport Blvd. Klamatb Falls, OR. 97601 ``�'%J111111111// �o% S F. 0 Prepared by:llermes F. Norero, P.E. ��` �, :•' -p '� 7 4040 Florida Professional Engineer#73778 Date: 3/28/2012 Contents: Evaluation Report Pages 1 —4 00 <C/ Installation Details Pages 5 Digitally signed by Hermes F Norero, i1 if i/pNA` l/(111111 Reason:I am approving this document Hermes F. Norero, P.E. Date:2012.04.2412:05:39-04'00' Florida No.73778 BUILDING DROPS FL#: 14090-R1 A Perfect Solution in Every Drop Date: 03/28/2012 Certificate of Authorization:29578 Report No: 1968 Manufacturer: JELD-WEN,Inc. Product Category: Windows Product Sub-Category: Horizontal Slider Compliance Method: State Product Approval Rule 9N-3.005 (1)(a) Product Name: Premium Atlantic Vinyl Horizontal Slider Window (Non-Impact) 74"x 62" Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for JELD-WEN,Inc. based on Rule Chapter No.9N-3.005, Method 1a of the State of Florida Product Approval, Department of Community Affairs- Florida Building Commission. see* Hermes F. Norero, P.E. does not have nor will acquire financial interest inithe oompariy..a•e ...... manufacturing or distributing the product or in any other entity involved irttheltipproy2tpt9cess of •, .. .. . ...... the product named herein. ...•. 00.600 ...... .... .... . . This product has been evaluated for use in locations adhering to the 2016FlorJa Buirckmg.Cbde. ..... 60.00• . •• ..... See Installation Instructions JPAV8200_NCTL210-3626-1,signed and sealed by�Hermes f*Norero,•P V:o . • (FL#73778)for specific use parameters. 6 e 66,6x• •6066• . .6•••s 6• 6 ease Limits of Use: •• e 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing JPAV8200_NCTL210-3626-1 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions JPAV8200_NCTL210-3626-1 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No.73778 Page 2 of 5 BUILDING DROPS FL#: 14090-Rl A Perfect Solution in Eve Drop Date: 03/28/2012 Every P Report No: 1968 Certificate of Authorization:29578 Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and Rule 9N-3.005 (3)for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation and Management Institute(FBC Organization#: QUA 1789) Performance Standards: The product described herein has been tested per: • AAMA/WDMA/CSA 101/I.S.2/A440-05 • TAS 202-94 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratory,Inc. (FBC Organization#TST1589) Report#: NCTL-210-3626-1A, Report Date: 10/08/2009 Sa Report#: NCTL-210-3626-1, Report Date: 11/17/2009 `•• • . ...... .. . ...... • 2. Quality Assurance """ ;,•.�; National Accreditation and Management Institube•••• ••••.• • .. . .... ..... (FBC Organization#: QUA 1789) • • • • • •••••• 3. PVC Material Certification ••• :..•.: Miami-Dade Building Code Compliance Office • NOA#11-0830.09 Hermes F. Norero, P.E. Florida No.73778 Page 3 of 5 BUILDING DROPS FL#: 14090-Ri A Perfect Solution in Every Drop Date: 03/28/2012 Certificate of Authorization:29578 Report No: 1968 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For concrete or masonry substrate where one by(1X), non-structural,wood bucking is employed, use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.75" into concrete or masonry. B. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.75" into concrete or masonry. C. For steel substrate, use#10 Tek Screw type steel frame anchors of sufficient length to achieve minimum embedment of 3 threads penetration beyond steel framing. 00.• Refer to Installation Instructions (JP"8200_NCTL210-3626-1)for anchor sparjng and'pjgrodetaij!�pf•. the installation requirements. 4040 +• • • 00..40• 40 0000.. •40404040• Design Pressure: •��• •�� • 0•*0•' Design Pressure40 • 0000.. . .. 0000. ' Positive 50 PSF 00'00' '1:.40 0000.. Negative 55 PSF 40..4040. Hermes F. Norero, P.E. Florida No.73778 Page 4of5 v BUILDING DROPS FL#: 14090-Rl A Perfect Solution in Every Drop Date: 03/28/2012 Certificate of Authorization:29578 Report No: 1968 Installation Method JELD-WEN, inc. Premium Atlantic Vinyl Horizontal Slider Window 74"x62" . . .... ...... • o • • SSSS•• •• • SSSS•• • SSSS•• • • • eSS• SSSS • • SSSS SSSS SSSS• SSSS•• • •• SSSS• •• •• *see Soso•• • •SSSS• • • • • • • 000000 0000•• • • o • • • • • L00:00 0oseo o• • Hermes F. Norero, P.E. Florida No.73778 Page 5 of 5 a MIAMI•DADE MIAMI-DADS COUNTY ® PRODUCT CONTROL SECTION 11805 SSV 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOI IIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ww..miamidade.sov/economy E.I.DuPont De Nemours&Co.,Inc. DuPont P&IP Chestnut Run Plaza,7121161,P.O.Box 80712 •• Wilmington,DE 19880 • 660000 SCOPE: • • This NOA is being issued under the applicable rules and regulations governiftR46ease 0f*Q6A t 'tion•••:• materials. The documentation submitted has been reviewed and accepted by Miam;-Dade County RER;•,•• Product Control Section to be used in Miami Dade County and other areas whereAl' %d by 4tr~,A1Ithorit3? • Having Jurisdiction(AHJ). *Goo ••• • •• 00000:0.0 This NOA shall not be valid after the expiration date stated below.The Miami-Dad'�oU0 ty Produo t�ontral 0 • Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade•�Qyyv) reserve the right •• to have this product or material tested for quality assurance purposes. If this prbduLt br material,fails tQ 0 0 0:0 perform in the accepted manner, the manufacturer will incur the expense of such-testing and We A•AJ ma); • immediately revoke, modify, or suspend the use of such product or material withitr*eir jurisdie6"1 REIN••••: reserves the right to revoke this acceptance, if it is determined by Miami-Dade County ProdL t Eontrol 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:DuPont Butaclte@ PVB Interlayer APPROVAL,DOCUMENT:Drawing No. 13-0129.27,titled"DuPont Butacite®PVB Interlayer",Sheet I and 2 of 2,dated 01/15/2013,prepared by E. 1.DuPont De Nemours&Co.,Inc,signed and sealed by Allan A.Kozich,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. LABELING:laminated lites under this Product Approval shall be permanently marked in a corder of the glass with:"MDCA-Butacite®PVB",standing for"Miami-Dade County Approved—Butaciteg PVB",and the laminator's identification mark. These marks shall be applied by the individual laminator producing the finished laminated glass product containing the Butacite®PVB interlayer. 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#11-1118.03 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No.13-0129.27 f '. Expiration Date:December 11,2016 MIAMI DARE COUN nr °` Approval Date:April 11,2013 Page 1 E.I.DuPont De Nemours&Co..Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 13-0129.27,titled"DuPont Butacite®PVB Interlayer", Sheet 1 and 2 of 2, dated 01/15/2013,prepared by E. I. DuPont De Nemours&Co.,Inc,signe.4Md sealed by Allan A. Kozich,P.E. •••••• •••••• 0 . 0000.. .. . 000066 00000 . B. TESTS "Submitted under NOA #11-0624.01" 0000 00 0 0••• Test report Standard Date 0..• 00000 1. A2280.01-10-18 ASTM D1929 03/29/11 Jos;phOA. Rgad,PiE. 0.00•• 2. A2280.01-10-18 ASTM D 635 03/29/11 Meph A. Redd,P'E. 0.0.00 3. A2280.01-10-18 ASTM D 2843 03/29/11 Jps4bEA. Rjed;P.E. ...00. 4. A2280.01-10-18 ASTM G 155 03/29/11 Joseph A.Redd,M. 0 5. A2280.01-10-18 ASTM G 158 03/29/11 JOoseplrA.R odtP.E. :0'0': . . C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS "Submitter)ander NOA #11-1118.03" 1. Statement letter of code conformance to 2010 FBC issued by Allan A. Kozich & Associates,dated 03/01/2012,signed and sealed by Allan A. Kozich,P.E. "Submitted under NOA # 11-0624.01" 2. Statement letter of codg,conformance to 2007 FBC and no financial interest issued by Allan A. Kozich &,Associates, dated 08/09/2011, signed and sealed by Allan A. Kozich,P.E. . . r Carlos M.Utrera,P.E. Product Control Examiner NOA No.13-0129.27 Expiration Date:December 11,2016 Approval Date:April 11,2013 B-1 DUPONT BUTACITEO PVB INTERLAYER EROQUCT DESCRIPTION MANUFACTURED BY: El. DUPONT OE NEMOURS&GO.,INC. A PLASTIC INTERLAYER MATERIAL FOR LAMINATION WITH GLASS ON BOTH SIDES. A TYPICAL GLAZING IS-MADE OF THE FOLLOWING COMPONENTS: •••• . . 0000 0000.. 069.00 99 6 000000 009006 9 :6900: A B C A 118" 3.0 mm Annealed Glass 0000 .. :""0 SECTION 8 - 0,030" 0.76 mm DuPont Butacite®PVB Interlayer 0900 0 '00 ••••• 118' 3A mm Annealed Glass 0.0000 00.00 .. .. 0. 99 909009 0000.. . 9 9 MATERIAL CHARACTERISTICS 0 0 0 0.. 000000ButaclteO PVB Interlayer (Clear) 0 . . 0000.. .. 0000 09 9 Desi nation Test Properties Sutacite®PVB Inteda er Clear Self Ignition Temperature ASTM D1929 788 'F 420`C Flash Ignition Temperature ASTM D1929 788°F 420 °C Avg Smoke Densit Ratan ASTM D2843 7.2 Burning Rate ASTM D635 0 mm/min. Xenon Weathering(4500 hrs) ASTM C158-02 'Weathering Flexural Strength Method A ASTM C168-02 Method A Before After 2940 psi 3189 al 'WEATHERING PER SECTION 2612 OF THE FLORIDA BUILDING CODE THIS 13 A COMPONENT APPROVAL AND DOES NOT INCLUDE AN EVALUATION OF STRUCTURAL PERFORMANOE OF THIS COMPONENT. SYSTEMS INCORPORATING THIS COMPONENT SHALL APPLY FOR A PRODUCT APPROVPIL TO THIS OFFICE AND SHALL SUBMIT TEST REPORTS AND OTHER REQUIRED DOCUMENTS SHOWING THAT THE SYSTEM USING THIS COMPONENT WILL RESIST THE LOAD$ACCORDING TO CHAPTER 16 OF THE FLORIDA BUILDING CODE. oi'•oliuta`iteORVB Interlayer..: l.duP6nt de Nemours&Co., Inc. A�ItKp j0A f �.n Di3E?,'S.ni P&1P,-Gl , *+ - ta►��.:.... 2j i� rte. P. Chestnut Run Plaza Bldg 712/161 ,.`'�►,••`'�`07�N S F.�+tav! Pro�et ca>Iaaot O. Box 80712 �� NO 18904 �'o Wilmington DE 19880-0712 Phone: 302-999-2125 * Rev.Fl It 413.0121,2.17 Sheet 1of 2 S-p STATE W drawing Date: 01115/13 �000 �A, N.•�.�► r o4�83�2013 Allan A. Kozlch, PE .&* v�ijs6%. R��• d�++ C 1 n1o. t 76 Registration#16864 Si.pNp� ?++ DUPONT BUTACITE® PVB INTERLAYER Material Characteristics Butacite@ PVB Interlayer (Colors) Designation Test Properties Self Ignition Temperature 11 ASTM D1929 788`P(4201C) Self Ignition Temperature[21_ ASTM D1929 788'17(420 •••• Self Ignition Temperature[3] ASTM D1929 788'17142 0`C)..... '..'.' ....:. Self Ignition Temperature[4] ASTM D1929 788 T(420 Y)}••••• •• Self Ignition Temperature ASTM D1929 788`F(420 "' 00 ' Flash I nition Temperature 1 ASTM D1929 788 T(420'Cr Flash Ignition Temperature[2] ASTM D1929 770F 410 • Flash Ignition Temperature[3] I ASTM D1929 770`F 410 }.... .' Flash Ignition Temperature[4] ASTM D1929 7887(420 q3) 0 0 •••• • Flash l nition Temperature ASTM D1929 7867(420!M :....: Avg Smoke Density-Rating (1] ASTM D2843 7.2 - Avg Smoke Densi Rating 2 ASTM D2843 9.1 Avg Smoke Denslt� Rating [3] ASTM 02843 10.2 Avg Smoke Density Rahn [d] ASTM D2843 10.1 Avg Sfnoke Density Rating[5] ASTM D2843 8.1 Burning Rate 11 ASTM D635 0 mm/min. Burning RAte 21 ASTM D635 0 mm/min. Burning Rate 13 ASTM D635 0 mm/min. Buming Rate(4] ASTM D635 0 mm/min. Burning Rate[51 ASTM 0635 0 mm/min. w emolyke wftb Ow Ikd& [11 Clear Butacite®PVB interlayer tette [2]Charcoal Grey Butedte®PVB Interlayer [3] Blue-Green Butacite@ PVB Interlayer [4]Azure Blue Butacite@ PVB Intorlayer � [5] Solar Bronze Butacite®PVB Interlayer moi, THIS IS A COMPONENT APPROVAL AND DOES NOT INCLUDE AN EVALUATION OF STRUCTURAL PERFORMANCE OF THIS COMPONENT. SYSTEMS INCORPORATING THIS COMPONENT SHALL. APPLY FOR A PRODUCT APPROVAL TO THIS OFFICE AND SHALL SUBMIT TEST REPORTS AND OTHER REQUIRED DOCUMENTS SHOWING THAT THE SYSTEM USING THIS COMPONENT WILL RESIST THE LOADS ACCORDING TO CHAPTER 16 OF THE FLORIDA BUILDING CODE. DuPont Butacitee PUB 1nted2yer ��`r►�!�tI�tlAl�gtvtt. E.I. duPont de Nemours&-Co., Inc. ,.•��N�.l� g �. /0,,'�;� DuPont PMP=GLS Chestnut Run Plaza Bldg 7121161 s �,. P. O. Box 84712 . .a- NO 1464 ±A-*-I.I � ,� � Wilmington DE 19880-0712 .- Phone: 302-999-2125 S. of � kV file#t3-Df At?Sheet 2of 2 tet•• tf�i. .`111 ©raving Date: 01h5113 p si, .. L , Alian A. Kozic, PE ON ��a o, l Registration # fflllll>E L. Roberto Lomas P.E. 14-0423.17-COMP 233 W. Main St Danville,VA 24541 434-688-0609 rllomas@lriomaspe.com June 8, 2015 Ref: N.O.A. 14-0423.17 Manufacturer: Eastman Chemical Company (MA) .... 730 Worcester Street . . .... ...... Springfield, MA 01 151 ...... .. . ...... Product: Saflex Clear and Color Glass Interlayers •••••• .... . .. ..... ...... . . ..... To Whom It May Concern: . .. .. G* .. ...... This is to certify that I have reviewed all documentation for the above montrotjed N.O.A., After�..;:. my review and to the best of my knowledge, I found that the products in the N.O.A. 1=St>?Above. comply with the requirements of the #arid BtfldiiCce `,Ettitiar�, Dl# *see e Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s)for which the reports are being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). Sincerely, \51 R I IL b,//i ••��G E *• 051 TaOFY-'W- 0,c�s;cl OR COQ-.G��*S S��NALt 111 ,�� Luis R. Lomas P.E. FL No.: 62514 1 of 1 MIAM I•DADE MIAMI-DADE COUNTY ►® PRODUCT CONTROL SECTION 11805 SW 26 Strect,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mNmidade.eov/economy Eastman Chemical Company(MA) 730 Worcester Street .... Springfield,MA 01151 • . . .... ...... SCOPE: 00 0 000.0• 0 This NOA is being issued under the applicable rules and regulations governing the use of co$strUfidn material;.-;he 0-0.:. documentation submitted has been reviewed and accepted by Miami-Dade County RER-Proctuct!L"ontrol Section to be %o s o: used in Miami Dade County and other areas where allowed by the Authority Having JurisdicVion :• TAW). . • • This NOA shall not be valid'after the expiration date stated below.The Miami-Dade County0Vroouct Control lection 00:00 (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserveilia-right!o havoo this ••••• .. . . ...... product or material tested for quality assurance purposes. If this product or material fails tone.arm in the.�ee.epted •. manner, the manufacturer will incur the expense of such testing and the AHJ may immediately;evokes modify, or •••• • suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke thisomm;Pance, • • if it is determined by Miami-Dade County Product Control Section that this product or%ateril fails to.giEct 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: Saflex Clear and Color Glass Interlayers APPROVAL DOCUMENT:Drawing No. 1813,titled "Saflex Based Interlayers for Laminated Glass" sheets 1 through 3 of 3,dated 04/06/2012,prepared by W.W. Schaefer Engineering&Consulting,P.A., signed and sealed by Warren W. Schaefer,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:None LABELING:Glass laminated under this product approval shall be permanently marked in a corner of the glass with:a)Saflex,b)Authorized laminator's name,c)M.D.C.A.that stands for Miami Dade County Approved and d)Markings required by federal law for safety glazing. LIMITATION: This approval does not include an evaluation of structural performance of this component. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change ui 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. "Ibis NOA revises NOA#12-1.231.10 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No.14-0423.17 =1AMADECOU NIY Expiration Date: May 21,201.6 tApproval Date:June 19,2014 Page 1 1477 f 2014 • REYISXWS �, •••�1wx • wrz •Aorxaho •tf A REVISED Wb r5111ANCES •• 10/22/13 TTL. 0 1 REVS MI DELAEN 0ILS D /23/15 "6,000 NOTES- _..-_ _ • 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH ••:••: •• • : ••••• REOUIRFMFNTS OF THE FLORIDA BUILDING CODE INCLUDING THF HVHZ. •• •• •• •• •••••• 7) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY • TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY •••••• • • OF THE ARCHITECT OR ENGINEER OF RECORD. • • • • 3) 1X BUCK OVER MASONRY/CONCRFTF IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR • • • • •••••• MATFRA9 MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF •••••• COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. • • • • • 0 ALLOWABLE SIRES$ INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT • • • •••••• SHOWN HEREIN. WIND LOAD DURAIION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR •• • 0000 • • CALCULATIONS • • • 5) FRAME MATERIAL: EXTRUDED RIGID PVC. •• • 6) UNITS MUST BF GLAZED PER ASTM E1300-04, SEE SHEET 8 FOR GLASS DETAILS. 7) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8) SHIM AS RFQUIRFD Al EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16"OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 9) 'OR NAIL FIN INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SU,EICIENI LENGTH 10 ACHIEVE A 1 3/8"MIN EMBEDMENI INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS 10) FOR ANCHORING INTO MASONRY/CONCRETE USE 1/4"TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ®14 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 7/16" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12) FORANCHORING INTO METAL STRUCTURE USE #14 SMS OR SELF DRILLING SCREWS SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 1.5) ALL FASTENERS TO BE CORROSION RESISTANT. 14) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S NSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOI BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 H. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. CMASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE ' (OR GREATER). D METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 1/8"THICK MINIMUM SIGNED.02/24/2095 1543M NORNDOTH OWERL NE RD. \`\`\)S Ilk IIt O , / TABLE OF CONTENTS POMPANO BEACH, FL 33021 +�.r,•v\O E,NdSe/Fl �'•t,t�P SHEET NO. DESCRIPTION TM 9000 SH VINYL LMI HVHZ `'1r6E 54" X 84" - 1 NOTES NOTES �A. TAT OF 2 ELEVATIONS 08-01975 B 3;IORiO 3 - 7 INSTALLATION DETAILS scAtE �� sn[[* ijZ7�ONA11�1\P 8 COMPONENTS AND GLAZING DETAIL NTS 06/08/2012 1 OF 8 . . .... ...•.. • PEV610N5 pry MTE •RVPROVFU A REVISED EW�61S✓WNCES •• •0/22/13 R♦r- B REVISED 1' T t DETAILS DII NS /23/15 R L. Fes-5x"MAX FRAME WIDTH 54"MAX FRAME WIDTH • -{III- •••••• • • ••••• 6" MAX -�{-----�tA" MAX. O.C. 6"MAX 6" MAX 14"MAX O.C. 6"MAX • • • • • 6" MAX •••••• • • 6" MAX. _ • • • • / / • • • • p p . . . / MAX. O.C. 12" •• • MAX 84" / ANCHORS LOCATED 84" MAX. ABOVE& BELOW MIDSPAN MAX -- - FRAME MUST BE INSTALLED FRAME HEIGHT IN INTERIOR BALANCE HEIGHT / / POCKET X r!,�,,.01�-70 IMPACT RATIN@GE MISSILE IMPACT MISSILE LEV&D,WIND ZONE 4&HVHZ 6" MAX. 6" MAX 7m 9000 SH --� TM 9000 SH EXTERIOR VIEW EXTERIOR WWW FRAME AND FLANGE INSTALLATION FIN INSTALLATION HARDWARE SCHEDULE NOTES: SIGNED:OJ24/2015 A.(2)SWEEP LOCKS(9227)AT71/2"FROM EACH END TOP OF SASH LIFT RAILS 1. MAXIMUM SASH SIZE:51"X421/4' B (2)LOCK KEEPERS(921417'.FROM EACH END IN IXED MEETING C. (2)TILL OUT LOCKS(75065)1/8"OVERHANGING FEACH END OF TOP ISASH LIFT RAIL 3 �DMMEETING RAIL�O � EACH END OF pOMPANORTH POWEFL 33021 VJ\5\GEbS psi O(2)ALUMINUM BAR AT EACH JAMB 4. (2)T✓&"DIAMETER HOLE IN BOTTOM OF COMMON �. F• E (2)ALUMINUM"U"CHANNEL IN EACHIAMB SASHJAMSS 1115"FROM THEENDSTM 9000 SH VINYL LMI HVHZ F. 2)ROLLER TILT COIL BALANCER IN EACH JAMB 54" X 84" A�Vo(��?,d/wlstB7 ELEVATION AND NOTESyD TE OF •�� G.ALUMINUM REINFORCEMENT(SE9304)AT FIXED MEETING RAIL H.ALUMINUM REINFORCEMENT SE9346)ATLIFT RAIL(HEAD OfSASH ) mown: owc Pa PEV .�jZ�as.<OR10.G\`� I. ALUMINUM REINFORCEMENT(SE9342)AT SASH SILL&COMMON$) JAMBS V.L 08-01975 B SULt NTSjIOaA Dn1E 06/08/2012 S' 2 OF 8 '/7 • . ...• .•••.• 7/8" MIN. • RENSIOR$ LDGL DISTANCE 1" MIN u arE v EDGE DISTANCE WOO' FRAMING ME IAL A REVISED LAcJR•IEANCES •• 0/22/13 •L OR 2X BJCK STRUCTURE 8 REVISED 1 N DETAILS D ENSO /23/15 BY OTHERS BY OTHERS 1/4" MAX. -_ ��_ W _ � ��•�*'�. 1 7/16"MIN. SHIM SPACE 1/4" MAX. • EMBEDMENT *0000* �SHIM SPAT •.••• ❑ p T—L t •• •• •• •• INTERIOR• 1/4"MAX. J 1"MIN.••••• ❑�• e • URETHANE BASF J `. SHIM SPACE URETHANE BASE U EDGE DISTA0 E • • • --•-99000 APoROVFD APPROVED '�' • • SCALANI #14 WOOD 14 SMS 0 SCREW SELF DRILLING SCREWS ••• ❑ • 0••••• #14 SMS OR METAL SELF DRILLING STRUCTURE SCREW BY OTHERS � o EXTERIOR [] INTERIOR EXTERIOR URETHANE BASE JAMB INSTALLATION DETAIL APPROVED METAL STRUCTURE INSTALLATION o INTERIOR SEALANT EXTERIOR 1 7/16"MIN. 1/4"MAX. FMBFDMw SHIM SPACE L_ I INTERIOR 7/8"MIN. ❑ SILL TO BE SET - EDGE DISTANCE IN A BED Li OF URETHANE BASE SILL TO BE SET APPROVED IN A BED ❑ JOT J—HANE BASE- SEALANT OF URETHANE BASE N14WOOD APPROVED '� URETHANE BASE O APPROVED SCREW SFA,AYT APPROVED SEALANT 1/4" MAX. SEALANT WOOD FRAMING SHIM SPACE 1/4" MAX. OR 2X BUCK a SHIM SPACE BY OTHERS WOOD FRAMING--� METAL EXTERIOR OR 2X BUCK STRUCTURE By o7rERs \ BY orHERs JAMBINSTALLIMONDETAIL -� URETHANE BASE APPROVED WOOD FRAIWhWOR2XBUCKW7ALLATI0N SEALANT SIGNED.,02/24/2015 VERTICAL CROSS SECTION VERTICAL CROSS SECTION \\\81181 u�r� 7ji WOOD FRAM(NG OR2XBUCK INSTALLATION METAL STRUCTURE INSTALLATION TM WINDOWS L.L.C.1543 LINE RD. POMPANO NORTH BEACH,EFL 33021 :\\�J,\y\C E,NG7S�ut�st9eiaP i NOTTES. TM 9000 SH VINYL LMI HVHZ `* E •*! 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS. 54" z 84" NOTSHOWN FOR CLARITY FRAME INSTALLATION DETAILS p• TAT OF �= 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE ppgpN, pw Rp, REY ��'OF•'OCORiOP \� DESIGNED IN ACCORDANCE WTTHASTME2112 sycruL[ �� 08-01975 B NAL;r<NG\\� NTS 06/08/2012 3 OF 8 0000 . . •..• .•.•.. 2 1/2" MIN. • Rumors • • LDGL DISIANCL ~ REV R}ruN wTr APPROVfD CONCRETE/MASONRY f---""" ___R____ . A RMSED 0K &VANCES •• X10/22/13 •L BY OIHLRS °a < , —F 8 i LIVI SIITI 0 DETAILD I S TN 0 gj 0 /23/15 l r A A 1 1/4- MIN. —_-- —_ •J 111 OPT ONk 1X BUCK— . ° ° EMBEDMENT 000000 • • ••••• TO BE PROPERLY \ I " ° L 1 1/4"MIN. • • • • • SECURED EMBEDMENT •• •• •• •• 0000•• SEE NOTE 3 SKEET i CONCRETE/MASONRY •••••• • • p��p - p _- ------ BY OTHERS • • • • UPF HANF BASF1/4'OMAX. 0 0000•• 00.00• APPROVED Q /4'MAX. OPTIONAL 1X BUCK SFALANT O SHIM SPACE TO BE PROPERLY > SHIM 0PACE • • • • �l SECURED 0 v • • • •000. J SEE NOTE 3 SHEET 1 •• • •••• • 0 1/4"TAPCON •• • 1/4"TAPCON INTERIOR o e 7��vj 2 7INTERIOR MIN.N. °EDGE DISTANCE ` URETHANE BASE EXTERIOR APPROVED SEALANT 0 JAMB INSTALLATION DETAIL SILL 10 BE SET CONCRETE44ASONRY INSTALLA TION 1111111iANE BASF O-� ABED APPROVED OF APPROVED SCALANI SEALANT /4" MAX. OP'IONA� 1X BUCK 'SHIM SPACE NOTES: '0 SL PROPERLY G p p + 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, SECURED NOTSHOWNFORCLART Y. SEL NOTE 3 SN_ET -- 2 PERIAMTER AND JOINT SEALANT BY OTHERS TO BE CONCRETE/MASONRY DESIGNED INACCORDANGEWRHASTMF2112 SIGNED.0212412015 BY OTHERS TM WINDOWS L.L.C. 4 1543 •°° ° . e H POWERLINE RD. POMPANO TBEACH. FL 33021 r\�\OEHSot:9d� VERTICAL CROSS SECTION TM 9000 SH VINYL LMI HVHZ ?* O t 54" z 84" COIVCRETEIAMSONRYIAFSTALLATION FRAME INSTALLATION DETAILS p AT OF •� awwN: wrc No. REV s'iORt04' scA�c08-0011975 B NTS — 06/08/2012 4 OF 8 till Ar 7/8" MIN. i" MIN RENswa EDGE DISTANCE EDGE DISTANCE REV UESCPoPfiON OP1F AVPROVFO WOOD FRAMING METAL A REVISED EDGE DISTANCES 10/22/13 R.L. OR 2X BUCK STRUCTURE 1/4' R REVISED INSTALLATION DETAILS DIMENSION_ 02/23/15 R.I.. BY OTHERS BY OTHERS MAX. -- -- _ ----- - "-- 1 1/16" MIN SHIM EMBEDMENT SPACE 1/4' MAX. URE IHANF BASF- SHIM SPACE URETHANE SASE p ❑ APPROVED O _O ❑ APPROVED ll SFAIANT SFA'ANT 1/4" MAX. BEHIND BFWND SHIM SPACE FLANGE INTERIOR FLANGE U] l"MIN. �o EDGE DISTANAt L 11 #14 WOOD SCREW 14 SMS OR SELF#14 SMS OR DRILLING SCREWSSELF DRILLINGSCREW METAL STRUCTURE BY OTHERS Q URETHANE BASE EXTERIOR INTERIOR EXTERIOR APPROVED SEALANT o BEHIND FLANGE JAMB INSTALLATION DETAIL O INTERIOR METAL STRUCTURE INSTALLATION EXTERIOR 1 7/16"MIN. 1/4'MAX. EMBEDMENT SHIM SPACE T-- INTERIOR O7/8"MIN. VDEX�TERIOR EDGE DISTANCESILL TO BE SEI SILL TO BE SETIN A BED IN A BEDOF APPROVED OF APPROVED UR_T,IANE BASE SEALANT URETHANE BASE SEALANT #14 WOODAPPROVED 4 MAX APPROVEDSCREWSEALANT / SEALANT BEHIND rISHIM SPACE BEHIND1/4"MAX'FLANGE U u ❑ i FLANGE 0 ❑ SHIM SPACE WOOD FRAMING OR 2X BUCK WOOD FRAMING-Y\ ? STRUC URE BY OTHERS OR 2X BUCK BY OTHERS BY OTHERS URETHANE BASE JAMB INSTALLATION DETAIL APPROVED SEALANT WOOD FRAMING OR 2X BUCK INSTALLATION BEHIND FLANGE SIGNED:02/24/2015 VERTICAL CROSS SECTION VERTICAL CROSS SECTION TM WINDOWS L.L.C. WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION 1543 NORTH POWERLINE RD. `\J\$R• LM." POMPANO BEACH, FL 33021 y�V,•v\C E�NdtSy��•x•.[d�''� TM 9000 SH VINYL LMI HVHZ 0 FLANGE I •*= NOTES 54" X 84" f.INTERIOR AND EXTERIOR FINISHES.BY OTHERS, INSTALLATION DETAILS SAT OF .�+y1 NOTSNOWNFORCLARITY. , N0. RLV r *..ORI 2 PERIMETER AND JOINT SEALANTBYOTHERS TORE r�lCss+ ••'' DESIGNED INACCORDANCE WRHASTME2112 I I SV L. �� 08-01975 B �i��/�ONAiTtiYY�\ NTS 06/08/2012 5 OF 8 0000 • • • 0000 000000 • • • •0 • • 0000•• •• • 0000•• • • 0000•• •0000••0 0000 •• • • • • • 0 • 000 0000• 0000 • • • • 0000• 0000•• • • • 0000•• • 0 • • • • 000000 •0000• • • • • 0 0000•• • • 000 0 • 0000 • URETHANE BASE 1 3/8' MIN APPROVED (� CMBCOMCNT SEALANT WOOrtcv �svPo�v" �� wRovry BEHIND ----- - - DING A REVISED EDGE DISTANCES 10/22/13 R.L. NAZI TIN "0 W000--` BY OTHER$ 0 REVISED INSTALLATION DETAILS DIM02 ENSION /23/ 131L 15 SCREW `� 1/4"MAX —— �_ SHIM SPACE EDGE DISTANCE --�{ 1/4" MAX WOOD FRAMING-� SHIM SPACE pr BY OTHERS INTERIOR L-- 1 3/8" I� MIN. EXTERI INTERIOR EMBEDMENT LLLJJI #10 WOOD °�--- fm SCREW O f URETHANE BASE 0 --- APPROVED SEALANT BEHIND EXTERIOR NAIL FIN 1/2'MIN EDGE DISTANCE JAMB INSTALLATION DETAIL Li WOOD FRAMING OR 2X RUCK INSTALLATION 1/4" MAX SHIM SPACE NOTES: 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 1/2" MIN NOTSHOWN FOR CLARITY. -OCE D'S'ANC- 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE N1c WOOD 1-- WOOD DESCASDINACCORDANCEYATHASTME2112 SCR:W FRAMING SIGNED:02/24/2015 3/6" MIN. BY OTHERS TM WINDOWS L.L.C. `\�$u{uu0i' URETHAN' BAS'J EMBEDMENT S (t. ( Xj APIROV=D 1543 NORTH POWERLINE RD. `JJ\•.•••.�/ �i SEALANT VERTICAL CROSS SECTION POMPANO BEACH, FL 33021 yw••�VG�NSF9�'�i. BLHI ND WOOD FRAMING OR 2X BUCK INSTALLATION NAIL TIN TM 9000 SH VINYL LMI HYHZ •^',.*• 54" x 84" (rrFjrlle/atx�t�� NAIL FIN INSTALLATION DETAILS ATE OF •ry,� PPA'NH: IriIG xo. 4S7s1'�1O0ZO•N•RAW�•i•�Pt�1y•�� 08-01975 NTSa06 08/20125r7 OF 8=1 V •••••• •• • •••••• • • • • ••••••00*0 •••••• •• • • • • • • • • ••••• • • • • • •••••• • • • ••• • •••• • • • I I I SILL(SH9303) VWYL PVC.05S•THICK FRAME(SH9301) SILL NAIL FIN(SH9303) FIXED MEETING RAIL(SE9304) COMMON SASH(SE9345) FLANGE(A F75) VINYL PVC.066'THICK VWYL PVC.065'THICK VINYL PVC.066•THICK VINYL PVC.095•THICK WAKPVC.OrTHICK -- 1 I I REINFORCEMENT(SE9304) REINFORCEMENT(SE9345) ALUMINUM 6068-76.ag'THICK ALUMINUM 6W-75.6W THICK EXTERIOR INTERIOR LIFT RAIL(SE9346) 1'GLAZING BEAD(BVi37) FRAME NAIL FIN(SH9301) VINYL PVC.06.4THICK VWYL PVC.059•THICK VWYL PVC.WW THICK GLAZING DETAIL D FOR LMI PROTECTION REINFORCEMENT(SE9346) BOTTOM SASH(SE9347) ALUMINUM6063-716.125•THICK -- -- -- -- - VINYL PVC.065•77WCK SIGNED:02/24/2015 t b43 NO�u�OWLHLIN C \\ a'ft1��'��i r r t 'OMPANO j1.AC-1. H 53021 �r•�\GEId SF•giP'�i„ -M 9000 SI VIN"L LMI 'VIIIAB `'•'•'• 0 EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIORTAT OF GLAZING DETAIL C %O�•,a P GLAZING DETAIL A GLAZINGFOR LM a SMIPROTECTION lL B FOR CMI S�PROTEC77ON v., 08-01975i��ssO FOR LMI PROTEC710NVTS 06/08/20'2 8 Of ,2jflf lNlinl llll�� 0000 Aill • • • • 0000 0000:• • • • 0000•• 0000•• Soo •0000• • • 0000• goes 0000•• • • • • • • • •0000• •• • • • • L. Roberto Lomas P.E. 13-0129.27-COMP 233 W. Main St Danville,VA 24541 434-688-0609 rl lomas()Irlomaspexom ,lune 8, 2015 Ref: N.O.A. 13-0129.27 Manufacturer: E.I. DuPont De Nemours & Co., Inc. DuPont P&IP Chestnut Run Plaza, 712/161, P.O. Box 80712 Wilmington, DE 19880 Product: DuPont Butacite® PVB Interlayer To Whom It May Concern: This is to certify that I have reviewed all documentation for the above mentioned N.O.A. After my review and to the best of my knowledge, 1 found that the products in the N.O.A. listed above comply with the requirements of the Florida Building Code 5`" Edition (2014). Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which the reports are being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). Sincerely, 0\11 1 I I ILlo `�v•�,�G N S�•9cP *• 0"14151 • TAT OF00 i cc,� ��'��t►• OR\O .• ♦ �� fle ONAtl��\�� Illll0000 • Luis R. Lornas P.E. FL No.: 62514 0:0 0 0600:6 ....... .. ...... • ... • • a. .. 000000 .....• 0 00 . . ••.• . • 10f] •• 0 Eastman Chemical Commnv(MA) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA #12-1231.10" 1. Drawing No. 1813,titled"Saflex Based Interlayers for Laminated Glass"sheets 1 through 3 of 3,dated 04/06/2012,prepared by W.W.Schaefer Engineering&Consulting,P.A.,signed and sealed by Warren W. Schaefer,P.E. B. TESTS "Submitted under NOA #11-0325.05" Test Report No. Standard Date Signature 1. ETC-11-726-25078.0 ASTM D1929/D2843 03/08/11 Joseph L.Doldan,P.E. 2. ETC-11-726-25076.0 . ASTM D1929/D2843 03/08/11 Joseph L.Doldan,P.E. 3. ETC-11-726-25080.0 ASTM D1929/D2843 03/08/11 Joseph L.D'oldan,P.E. 4. ETC-11-726-25077.0 ASTM D1929/D2843 03/08/11 Joseph L.Doldan,P.E. 5. ETC-11-726-25079.0 ASTM D1929/D2843 03/08/11 Joseph L.Doldan,P.E. 6. ETC-11-726-24882.0 ASTM D1929/D2843 03/08/11 Joseph L.Doldan,P.E. 7. ETC 96-191-3253.0 ASTM G26&C158 11/05/97 Joseph L.Doldan,P.E. 8. ETC 98-191-5523.0 ASTM G26&C158 05/11/99 Joseph L.Doldan,P.E. "Submitted under NOA#09-0223.05" 9. ETC-07-726-20120.0 ASTM D2843 07/17/08 Joseph L.Doldan,P.E. 10. ETC-07-726-20120.0 ASTM D1929 07/17/08 Joseph L.Doldan,P.E. 11. ETC-07-726-20120.0 ASTM D635 07117/08 Joseph L.Doldan,P.E. 12. ETC-07-726-20120.0 ASTM C158 07/17/08 Joseph L.Doldan,P.E. C. CALCULATIONS: 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2010 and 51h edition(2014)FBC, issued by W.W. Schaefer Engineering&Consulting,P.A.,dated 04/10/2014,signed and sealed by Warren W. Schaefer,P.E. "Submitted render NOA #11-1102.11" 2. No financial interest letter issued by W.W. Schaefer Engineering&Consulting,P.A,q 4o 10/24/2011,signed and sealed by Warren W. Schaefer,P.E. Y� •••• "":' .... ...... .... 941 .. los M.1krera=P.E.••••• Pwdv4'Contro1Asv finer•••••• ....MOA No. 14.0423.17 • Expir tioA Vate: 1HMaXr 21,,2016 •••••• Approval Date:Jane 14,2014 ;�...; SaflexP PVB Interlayer A B A ,(clear &tor colored Safiex 35%-- 50%) Product Description Manufactured By: Eastman Chemical Company Description: Clear or Colored monolithically extruded interlayers made of polyvinyl butyral resin and triethyleneglycol bis(2-ethyl hexanoate) plasticizer at.concentrations between 35 and 50%. interlayer is offered under the brand names of Saflexe and Vanceva®for lamination between a minimum of two glasses. A typical glazing is made of the following components(minimum thicknesses indicated- multiple plies of interlayers to be used as SECTION necessary): PRODUCT PY'%nst;r, A-2.3 mm (3132-in) Annealed Glass w mnPlyfng wit the FIW& ttalidrasCO* B—0.76 (0.030-in) Saflex& and/or Vanceva®Interla ers Aao,MwAe No f 3 to mm ( ) Y rxDate (a i *By r amolywoI* Ml dPradC0t Aep�isaee w+ Product Properties AK o-scriotign Test SafI6X o 30%t2) UAWEL-11;W (1)Self-ignition temperature ASTM D 1829 760°F (1)Smoke Density ASTM D 2843 6% (1)Rate of Burning ASTM D635 <25 mm mark(not reported) (1)Time of Burning ASTM D635 <6 sec (1)Extent of Burning ASTM D635 0.31 in (1)Avg Mod of Rupture ASTM C158 (1)Weathering(3) Before After 2556 psi 2657 psi (1)Specimen:Laminated glass with Sa4exe and/or Vancevae interlayer (2)Interlayer by Itself(unprotected)does NOT comply with Florida Building Code (3)Weathering per section 2692 of the Florida Building Code SAflex'an$I Vanceva are registered trademarks of Eastman Chemical Company C Combined Multi-layer and Sa11ex;removed It IG name 12/12111 8 Renewed Flammabitity.test data 03/21/91 j ;r A combined RM&UIG Products info one document 04/02/03 Rev#1 Description •[ tte• Eastman Chemical Company •• • •••• • • 2012 730 Worcester Street,Springfield, MA 01151 •••;•• •• • Phone:413-730-3413 FAX:508-861-0127 •••••' ••••• Warren .S efer,f�.>r. • .... •• • StrUC1Ur ngineer • • ••••• P E 44135 Title: Sailer'Based Interlayere for La�ted U�Ltss. .... • • • ..... .• W.W.Schaefer E gi(eering&Consulking,P.A. Drawing Sheet Drawing 'hoUsionsNumber Number Date ;'[fate: ...:. Structural Consulting Engineers • • • 74801501"Court North9893 1 01`3 04/06/12 • ' • ••••• Palm Beach Gardens,FI 33418 •• • ; .... • Phone:561-744-3424 '..• Safiex®PVB Interlayer continued Saflex® Multi-layer Product Properties Footnote Description Test Dade County Saflex Multi- Criteria layer Series (2) (1) Test for Smoke Density ASTM D 2843 Passed(<75%) 26.6% (1) Self ignition Temperature ASTM D 1928 Passed(>650°F) 750°F (1) Rate of Burning ASTM D 635 Passed(C-1:<1.0 --- in/min) (1) Average Time of Burning ASTM D 635 ---- <5 sec. (1) Average Extent of ASTM D 635 ---- 0.51 in Burning (1)&(3) Average Modulus of ASTM C 158 Passed(<10.0°/a) Delta:4.9% Rupture Before:3842 psi After:4042 psi (1)Specimen:Laminated glass with Safte)&Multi-layer interiayor (2)Interlayer by.Itself(unprotected)does NOT comply with Florida Building Code (3)Weathering per section 2612 of the Florida Building Code Saflex@ and Vanceva( Solar/Color and Colorant Properties Material Designation Smoke Density Rating Dade Notification# ASTM D 2843 Vanceva 0&Safiex®—Clear 3% ETC-11-728-25078,0 Vanceva®&SafiexO--White 20% ETC-11-726-25076.0 Vanceva®&Saflex®—Black 2% ETC-11-726-25060.0 Vanceva®&Saflex®--Slue 50/0 ETC-11-726-26077.0 Vanceva0&Sallexe--Yellow 9% ETC-11-726-26079.0 Vanceva®&Sallex®—Red 10°/a ETC-11-726.24882,0 . ,,� � E wi�ltbe Prnrid+e • >fiMitdhl�l'aOiMi 1'1tWYJC1'lii?vf58b AaeeOlf4�os1�► l W"Aplybv Whb ih•VIA" AwW • �i i>'�idiagtA4n r. 2012 Eastman Chemical Company •`�` '�"� . ..:. '?= 730 Worcester Street,Springfield,MA 01161 ...:00 • . : CtyslrSc a e,P.E. Phone:413-730-3413 FAX:508-861-0127 ,... •• • • Slfucturai gt eor . ' *age P.E.No 44 35 •••• •:••� , Title: Satflex®IIIG Based Interlayers.for,L minatpd PIPss 00 so 0 W.W.Schaefer Engineering&Consulting,P.A. Drawing Sheet Drawing •i�vleions • '. Structural Consulting Engineers • • ,...• 7480160th Court north Number Number tate .pate. • Palm Beach Gardens FI 33418 : •"" 1813 201`3 04/08112 ,� . �•.�•� • Phone:561-744-3424 Saflex®PV13 Interlayer continued Saflex®interlayers are known as Saftex, Saflex colors,Saflex Multi-layer, SilentRass TechnologyTM and Vanceva®Color Vanceva and/or Saflex are known as:AR,CL,DA through DZ„MG,NA,RA through RZ,SA through SZ,and VA through VZ.(e.g,: RB41,NA71). Saflex®Multi-layer interlayers are known as:Q series(QA through QZ) and Silent Glass Technology (e.g.'QB 61,QS 41 etc...). ®Saflex and Vanceva are registered trademarks of Eastman Chemical Company T'•'Silent Glass Technology Is a trademark of Eastman Chemical Company This is a component approval and does not include an evaluation of structural performance of this component. Systems incorporating this component shall apply for an NOA to the Miami- Dade Product Control and shall submit test reports and other required documents showing that the systems using this component will resist the loads according to chapter 16 of the F.B.C. A list of authorized laminators shall be filed with Miami-Dade County by Eastman Chemical Company 0000 . . 0000 000000 . 6 000090 9666 0000.. 000000 0000 .. .0006. 6 6 0 0000 . .. 00000 0 0000.. . . 00006 .. .. 06 .. .60066 - 0000.. 6 0 0 6 6 0 6 0 066660 666666 ` •• - pAt�tJC'rtetzv�8 :p�tri�t�rt. uat►tg $ �•••• :. as COMOV*Wi*do fr' dh +is w l+lNs wiW I l�NriJn 6 6 cede WIdina Coda00 0 AceAwWwm No 1Z •l 6 txptrat dPhi d e9 `'s -a` Allain adc Product 5 nlml DEC I 12W Eastman Chemical Company 730 Worcester Street,Springfield,MA 01151 Warren W.Scha er,P.E. Phone:413-730-3413 FAX:508-861-0127 Structural ineer P.E.N 4135 Title: SIRROJO HIG Based- interlayers for Laminated Glass W.W.Schaefer En ne ring&Consulting,P.A. Drawing Sheet Drawing Revisions Structural t�iulting Engineers Number Number Date Date 7480160th Court North Palm Beach Gardens,FI 33418 181-3 3 of 3 04/06/12 Phone:661-744-3424 L. Roberto Lomas P.E. Engineering Evaluation Report 233 W.Main St. Danville.VA 24541 Report No.: 512686C 434-688-0609 rl lomas(d,,Irlomaspe.co m Manufacturer: TM Windows LLC. 1543 North Powerline Rd. Pompano Beach. FL 33021 Product Line: TM 9000 SH Vinyl LMI HVHZ—54"x 84° Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61G20-3.005 method 1(d).The product listed herein complies with requirements of the Florida Building Code. Supporting Technical Documentation: 1. Approval document:drawing number 08-01975, Revision B,prepared,signed and sealed by Luis Roberto Lomas P.E. 2. Report No.:ATLSF 0222.01-13 signed and sealed by Stephen Warter, P.E. American Test Lab of South Florida, Ft. Lauderdale, FL TAS 201-94 Large Missile Impact Test, Level D,Wind Zone 4 TAS 202-94 Uniform Static Air Pressure,±70.Opsf design pressure, 9.75psf water penetration. TAS 203-94 Cyclic Pressure loading±70.Opsf design pressure 3. Units were tested without anchors at the sill.Anchor calculations, report number 512686-1,prepared,signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: +65.0/-70.Opsf • Maximum unit size: 54"x 84" 008* • Units must be glazed per ASTM E 1300-04, refer to installation instructions for glass details. •• •• • • • This product is rated to be used in the HVHZ. • • • • • This product is impact resistant and does not require impact protection in wind bome debris regions. •00000 �• 0... .. . 0.0.00 • Frame material to be rigid PVC. • 0000*0 • . • 0000.. Installation:Units must be installed in accordance with approval document, 08-01975, Revision 8'off. :0 0 •. 0 • 0000 .0 0000. Certfcation of Independence: Please note that I don't have nor will acquire a financial inter2stZrt e,y com�SnX : •••••. manufacturing or distributing the product(s)for which this report is being issued.Also, I don't have nolowill acquiree •• •••••• financial interest in any other entity involved in the approval process of the listed product(s). :00:0: 0 00 • • . . 0000.0 0000.0 0 • 0 • • 0 000000 •• • 0000 • • 0 0 . \\,\\�11� • • • • . �l,9�i *• 0 '�59 •�t= TAT OFZORID ;•c� N0 . 00 . NAtr�� 1 of 1 Luis R. Lomas, P.E. FL No.:62514 03/02/2015 M1AMi•DADE MIAMI-RADE COUNTY ® PRODUCT CONTROL SECTION 11805 SN 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECON0IYIIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wNymmiamidade.gov/economy E.I.DuPont De Nemours&Co.,Inc. DuPont P&IP Chestnut Run Plaza,7121161,P.O.Box 80712 Wilmington,DE 19880 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas cohere allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (1n 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 deternnined by Miami-Dade County Product Control Section that this product or material tails to meet the requirements of the applicable buildiqg code t—de ,intrltaESCRIPTION:DuPont Butacite®PVB Interlayer° •••• APPROVAL DOCUMENT:Drawing No. 13-0129.27,titled"DuPont Butacite®PVR 1nterlaye1-",*9hect 1 0000:0 00 • and 2 of 2,dated 01/15/2013,prepared by E. 1.DuPont De Nemours&Co.,Inc,sign.gi P. sealeq Jy Allan •••0- A. -A.Kozich,P.E., hearing the Miami-Dade County Product Control revision stamp wiq-6U. notice of. • Acceptance number and expiration date by the Miami-Dade County Product Control Section. .. . :9000: MISSILE IMPACT RATING:None 00000 0••0 ' •0•• ••.••. #00•• LABELING:Laminated lites under this Product Approval shall be lernianentl m18i a coriqr9ithe ••••• 0000.. glass with:"MDCA-Butacite®PVB",standing for"Miami-Dade County Approved:SutaciteO PVJ3"`and .• the laminator's identification mark. These marks shall be applied by the individual laminator pr®ducia the 0 0 00:. 0000. finished laminated glass product containing the Butacite®PVB interlayer. . 0000 • .. RENEWAL of this NOA shall be considered after a renewal application has been filed and dere has becioi ohange 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 urspection at the job site at the request of the Building Official. This NOA revises NOA P 11-1118.03 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No.13-0129.27 -- Expiration Date:December 11,2016 MIAMI D�uN °" Approval Date:April 11,2013 �'� Page 1 E.I.DuPont De Nemours&Co.,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 13-0129.27,titled"DuPont Butacite®PVB Interlayer", Sheet 1 and 2 of 2, dated 01/15/2013,prepared by E. I. DuPont De Nemours&Co.,Inc,signed and sealed by Allan A. Kozich,P.E. B. TESTS "Submitted under NOA #11-0624 01" Test report Standard Date Sienature 1. A2280.01-10-18 ASTM D1929 03/29/11 Joseph A. Reed,P.E. 2. A2280.01-10-18 ASTM D 635 03/29/11 Joseph A. Reed,P.E. 3. A2280.01-10-18 ASTM D 2843 03/29/11 Joseph A. Reed,P.E. 4. A2280.01-10-18 ASTM G 155 03/29/11 Joseph A.Reed,P.E. 5. A2280.01-10-18 ASTM G 158 03/29/11 Joseph A. Reed,P.E. C. CALCULATIONS 1. None. . . .... ...... D. QUALITY ASSURANCE •• •• • ...... .. . ...... 1. Miami-Dade Department of Regulatory and Economic Resources.OWR) •••• .. .... . .. ..... ...... . . ..... F,. MATERIAL CERTIFICATIONS • .. .. .. .. ...... 1. None. ...... .' . . . . ...... F. STATEMENTS "Submitted under NOA #11-1118.03" 1. Statement letter of code conformance to 2010 FBC issued by Allan A*Kozich & Associates,dated 03/01/2012, signed and sealed by Allan A.Kozich,P.E. "Submitted under NOA #11-0624.01" 2. Statement letter of codp.conformance to 2007 FBC and no financial interest issued by Allan A. Kozich &.Associates, dated 08/09/2011, signed and sealed by Allan A. Kozich,P.E. , .. �0 Carlos M.Utrera,P.E. Product Control Examiner NOA No.13-0129.27 Expiration Date:December 11,2016 Approval Date:April 11,2013 E-1 DUPONT BUTACITBQ PVB INTERLAYER ERODUCT DESCRIPTION MANUFACTURED BY: E.I. DUPONT DE NEMOURS&CO.,INC. A PLASTIC INTERLAYER MATERIAL FOR LAMINATION WITH GLASS ON BOTH Si DES. A TYPICAL GLAZING IS-MADE OF THE FOLLOWING COMPONENTS: A B C A - 1/8"(3.0 mm Annealed Glass SECTION B - 0,030" 0.76 mm DuPont Butacited PVB Inteda er O - 1180_(3.0 mm)Annealed Glass MATERIAL CHARACTERISTICS Butacitet PVB Interlayer (Clear) Desi nation Test Properties ButaciteS PVB Inteda er Clear Self Ignition Temperature ASTM D1929 7887(420'C-) Flash-Ignition Temperature ASTM D1929 788`F 420°C Avg Smoke Density Rating ASTM D2843 7.2 ... Burning Rate ASTM D635 0 mmlmlrt. •••• ..... Xenon Weathering(4500 hrs) ASTM C168-02 `Weathering Flexural6trength •••• • Method A ASTM C158-02 Matttod•A ••••• Before ••a Oft9r • ....: 2940 psi .03189 psi 1. ••. • .... . •• .... . ...... . . .... . . 00 00 soso *WEATEERING PER SECTION 2612 OF THE FLORIDA BUILDING CODE •••••• •• ..... . . ..... THIS IS A COMPONENT APPROVAL AND DOES NOT INCLUDE AN EVALUATION OF STRUCTURAL PERPdRMUOE VIM% • COMPONENT. SYSTEMS INCORPORATING THIS COMPONENT SHALL APPLY FOR A PRODUCT APPROVAL TO-YHIS- OFFICE AND SHALL SUBMIT TEST REPORTS AND OTHER REQUIRED DOCUMENTS SHOWING THAT THE SYSTEM USING THIS COMPONENT WILL RESIST THE LOADS ACCORDING TO CHAPTER 16 OF THE FLORIDA BUILDING CODE. [)g*nL-0.uta`Ite(.-PVB Interlayer..: . udbffim Com- ,- E.i:duPrint de iVemouT &Co., Inc. .A:.Kq ,!, ° Chestnut Run Plaza Bldg 712/181 �`�.•` `•••.��{•,1E N��'•.�y''' ar P.O. Box 80712 "I Wilmington DE 19880-0712 No Phone: 302-999-2125 * Rev.file*11-01214-17 Sheet 1of 2 STATE of •;Ru DrawingDate: 01/15/13 �d �•� ,f;•.•� h,•�� aq l6gZa 13 Allan A. Kozich, PE i-on 1,4166" 6�•� CIS Na, 1765 Registration# 16864 ��A ONA� ,�� DUPONT BUTACITECJ PVB INTERLAYER Material Characteristics Butacite(& PVB Interlayer (Colors) Designation Test Properties Self Ignition Temperature 11ASTM D1929 788`F (4201C) Self Ignition Temperature[2 ASTM D1929 788'F 420`C Self Ignition Temperature [3] ASTM D1929 788 420�) Self Ignition Temperature[4] ASTM 01929 788 T:(420_r,) Self Ignition Temperature[51 ASTM D1929 788F(420 1C) Flash Ignition Temperature[1] ASTM D1929 788 7(420 r,) Flash Ignition Temperature[2] ASTM D1929 770 410 t) Flash Ignition Temperature[3] ASTM D1929 770'F 410 r,) Flash Ignition Temperature[4] ASTM D1929 788`F(420'C) Flash Ignition Temperature ASTM D1929 788 420'0 Avg Smoke Density.Rating [1] ASTM D2843 7.2 - Avg Smoke Denslt`Rating[2 ASTM D2843 9.1 Avg Smoke bensit• Rating[31 ASTM D2643 10.2 Avg Smoke Density Rating[41 ASTM D2843 10.1 Avg Smoke Density Rating i5] ASTM D2843 8.1 Burning Rate[I] ASTM D635 0 mm/min. •••• -BurningRdte 21 ASTM D635 0 mm/min.e ••. •••• *see • Burning Rate[3 ASTM 0635 0 36ab • • eeeee Buming Rate[4] ASTM D635 0 mm/mine e e:e e Burning Rate(5[ ASTM D635 0 mrn/min •.e•• •eee e• • • es-, eeee pldrtQrel�locld� e:94 • c [1} Clear Butacite@ PVB interlayer s.- • 1000:0 [2]Charcoal Grey Butaclte®PVB Interlayer r . [3] Blue-Green Butacke®PVB Interlayer .' ...:. [4]Azure Blue Butacite0 PVB Interlayer ids ..••.. • Wit. >� ..... (5] Solar Bronze Butedte®PV8 Interlayer •• •••;•• • THIS IS A COMPONENT APPROVAL AND DOES NOT INCLUDE AN EVALUATION OF STRUCTURAL PERFORMANCE OF THIS COMPONENT. SYSTEMS INCORPORATING THIS COMPONENT SHALL APPLY FOR A PRODUCT APPROVAL. TO THIS OFFICE AND SHALL SUBMIT TEST REPORTS AND OTHER REQUIRED DOCUMENTS SHOWING THAT THE SYSTEM USING THIS COMPONENT WILL RESIST THE LOADS ACCORDING TO CHAPTER 16 OF THE FLORIDA BUILDING CODE. DuPont Butaclte®PVB Interlayer E.I.duPont de Nemours &Co., Inc. `��• >!1�•�..... t/�,4,�� DuPont P&IP GLS MG�NoF'•.;y Chestnut Run Plaza Bldg 7121161 �. t'; t��a�1 Na P. O. Bax 80712 • Wilmington DE 19880-0712 Phone: 302-999-2125 ry f •' RSV. f i(e#t3-OI2R.2?Sheet 2of 2 Z` . y `// Drawing Date: 01/15113 4��i ` ••t,�.A�R�► '► Allan A. Kozlch, PE �i j8�ON i��' , l'7 G a Registration # 16864 L. Roberto Lomas P.E. 14-0423.17-COMP 233 W. Main St Danville.VA 24541 434-688-0609 rllomasa Irlomaspe.com June 8, 2015 Ref: N.O.A. 14-0423.17 Manufacturer: Eastman Chemical Company(MA) 730 Worcester Street Springfield, MA 011.51 Product: Saflex Clear and Color Glass Interlayers To Whom It May Concern: This is to certify that I have reviewed all documentation for the above mentioned N.O.A. After my review and to the best of my knowledge,-1 found that the products in the N.O.A. listed above comply with the requirements of they°FlorJ2t lgedi�n Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which the reports are being issued. 0000 Also, I don't have nor will acquire a financial interest in any other entity involNied in th approva4...�. process of the listed product(s). 00 6 00.0.0 •� 006.06 00 0 •6066• 0000.. 0000.. 6000 .. Sincerely, 0000 • •• 66000 \�111111//� 00000. 0 00:00' `��J�S �?•. L 0 %i� 000::0 0000.. 0 . . 0000.. * 051 _ .. ..0. _ 00 0 64- TAT OF ' 0 ��iFS'• C OR1�P G�� 0000 • �. Luis R. Lomas P.E. FL No.: 62514 1 of 1 MIAM I•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION .11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamidade.eov/economy Eastman Chemical Company(MA) 730 Worcester Street Springfield,MA 011.51 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the re-quirements of thePlicable buildtn�code Thus produet�s approved as des r hexeln,an�� - dt 5igrted to es nply w3ih the I?Iortda dhtg carie„ cludtti the high VelocityHtiie 7,e ._ DESCRIPTION. Saflex Clear ancfiC-o*or ass Interlayers APPROVAL DOCUMENT:Drawing No. 1813,titled "Saflex Based Interlayers for Laminated Glass" sheets 1 through 3 of 3,dated 04/06/2012,prepared by W.W. Schaefer Engineering&Consulting,F.A., signed and sealed by Warren W. Schaefer,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:None LABELING:Glass laminated under this product approval shall be permanently marked in a corner of the glass with:a)Saflex,b)Authorized laminator's name,c)M.D.C.A.that stands for Miami Dade County Approved and d)Markings required by federal ]aw for safety glazing. LIMITATION: This approval does not include an evaluation of structural performance of this component. .... RENEWAL of this NOA shall be considered after a renewal application has been filed and there has beftaQ g1lange •..... 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 reVis"M br change in the •••••• materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorseVen$of any prdduct, :...e for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to.... 0 00 0608 witlilay taction ' • of this NOA shall be cause for termination and removal of NOA. • • ...... . . . ..... ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Fkvtda,end fb1Tq,Wd(J by the....... expiration date may be displayed in advertising literature. If any portion of the NOA is disp.1a3w.4 Then it shall,be done . in its entirety. :...:. • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufac4o Q?iis distr1butors and shall be available for inspection at the job site at the request of the Building Official. 00 0 •e e• This NOA revises NOAH 12-1231.10 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No.14-0423.17 =M1AMJiRD5C0UNW Expiration Date: May 21,2016 • ` Approval Date:June 19,2014 Page 1 0109 fior4 Eastman Chemical Company(MA) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA #12-1231.10" 1. Drawing No. 1813,titled"Saflex Based Interlayers for Laminated Glass"sheets 1 through 3 of 3,dated 04/06/2012,prepared by W.W. Schaefer Engineering&Consulting,P.A.,signed and sealed by Warren W.Schaefer,P.E. B. TESTS "Submitter)under NOA #11-0325.05" Test Report No. Standard Date Signature 1. ETC-11-726-25078.0 ASTM D1929/D2843 03/08/11 Joseph L. Doldan,P.E. 2. ETC-11-726-25076.0 ASTM D1929/D2843 03/08/11 Joseph L.Doldan,F.E. 3. ETC-11-726-25080.0 ASTM D1929/D2843 03/08/11 Joseph L.Doldan,P.E. 4. ETC-11-726-25077.0 ASTM D1929/132843 03/08/11 Joseph L.Doldan,P.E. 5. ETC-11-726-25079.0 ASTM D1929/D2843 03/08/11 Joseph L.Doldan,P.E. 6. ETC-11-726-24882.0 ASTM D1929/D2843 03/08/11 Joseph L.Doldan,P.E. 7. ETC 96-191-3253.0 ASTM G26&C 158 11/05/97 Joseph L.Doldan,P.E. 8. ETC 98-191-5523.0 ASTM G26&C158 05/11/99 Joseph L.Doldan,P.E. "Submitted under NOA#09-0223.05" 9. ETC-07-726-20120.0 ASTM D2843 07/17/08 Joseph L.Doldan,P.E. 10. ETC-07-726-20120.0 ASTM D1929 07/17/08 Joseph L.Doldan,P.E. 11. ETC-07-726-20120.0 ASTM D635 07/17/08 Joseph L.Doldan,P.E. 12. ETC-07-726-20120.0 ASTM C158 07/17/08 Joseph L.Doldan,P.E. C. CALCULATIONS: 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. *see F. STATEMENTS •" "'••' 1. Statement letter of code conformance to 2010 and 5'h edition(2014)FBC, issued�p'1�'•W. •, Schaefer Engineering&Consulting,P.A.,dated 04/10/2014,signed ddb.1�led by Wafren W. •••• Schaefer,P.E. •• ;••••; "Subinitted under NOA#11-1102..1.1" 2. No financial interest letter issued by W.W.Schaefer Engineering&t!,c r suiting,POA.1 on .. . 00 •• 0000.. 10/24/2011,signed and sealed by Warren W.Schaefer,P.E. 000000 0• 00 . 0 0 0 000000 • • •....• 00 AeI"� Carlos M.Utrera,P.E. Product Control Examiner NOA No. 14-0423.17 Expiration Date: May 21,2016 Approval Date:June 19,2014 E-1 Saflex' PVB Interlayer A B A (clear Wor colored Saflex 0,)35%-- 50%) Product Description Manufactured By: Eastman Chemical Company Description: Clear or Colored monolithically extruded interlayers made of polyvinyl butyral resin and triethyleneglycol bis(2-ethyl hexanoate) plasticizer at,concentrations between 35 and 50%. Interlayer is offered under the brand names of SOW and Vanceva®for lamination between a minimum of two glasses. A typical glazing is made of the following components(minimum thicknesses indicated- multiple plies of interlayers to be used as SECTION necessary): PRODUCt RVV11:n A-2.3 mm (0-2-1n) Annealed Glass w complying with the FUA& iRsitalag Clo& B—0.76 mm (0.030-in) SaflexO and/or Vanceva®Interlt ers Arorptwsoe No i 3 fn ( - ) Y trxpFrrit Date (d rxxaouc�'$�vls�o gs. �«wnpttdre w•lai7 vrr at�i ( adc Pro�rct C�nrrot ��li Com' Product Properties Description Test Saflex m 0,30%(2) (1)Self-ignition temperature ASTM D 1929 760°F (1)Smoke Density ASTM D 2843 6% (1)Rate of Burning ASTM D635 <26 mm mark(not reported) (1)Time of Burning ASTM D635 <5 sec (1)Extent of Burning ASTM D635 0.31 In (1)Avg Mod of Rupture ASTM C158 (1)Weathering(3) Before After 2556 psi 2657 psi (1)Specimen:Laminated glass with Saflexe and/or Vanceva®interlayer (2)Interlayer by Itself(unprotected)does NOT comply with Florida Building Code (3)Weathering per section 2612 of the Florida Building Code Saflex an)i Vanceva are registered trademarks of Eastman chemical Company • C Combined Multt-layer and Saflex;removed 11IQswrrree .12/92/11 ..;• B Renewed Flammablilty.test data •••••• 03/21111 -Y f A Combined RM&IIIO Products Info one docurpeytl•• • 4102103 • ••• - Rev# Description •••• �� • ••• Easiman Chemical Company ...... .• ' `> 12012 730 Worcester Street,Springfield, MA 01151 •• • Phone.413-730-3413 FAX:608-861-0127 :••••• • Warren :S efer,I .E. • •••• Sir uetur Ynglneer Title: Saflex'Based Interlayere for Laminated 134190 • • P.EAq 44135 W.W.Schaefer E gi6eering&Consulting,P.A. Drawing Sheet Drawing Revisions Structural Consulting Engineers Number Number Date Date 74801500,Court North '1813 1 01`3 04/06112 Palm Beach Gardens,FI 33418 Phone:561-744-3424 Saflex®PVB Interlayer continued Saflex® Multilayer Product Properties Footnote Description Test Dade County Saflex Multi- . Criteria layer Series �2) (1) Test for Smoke Density ASTM D 2843 Passed(<751/o) 26.6% (1) Self Ignition Temperature ASTM D 1929 Passed(>6500F) 750°F (1) Rate of Burning ASTM D 635 Passed(C-1:<1.0 --- intmin) (1} Average Time of Burning ASTM D 635 --- <5 see. (1} Average Extent of ASTM D 635 ---- 0.51 In Burning (1)&(3) Average Modulus of ASTM C 158 Passed(<10.0%) DeltaA.9% Rupture Before:3842 psi After:-4042 psi (1)Specimen:Laminated glass with Saliex9Mulll-tayerinterlayer (2)Interlayer by.itself(unprotected)does NOT comply with Florida Building Code (3)Weathering per section 2612 of the Florida Building Code Saflex@ and Vanceva@ Solar/Color and Colorant Properties Material Designation Smoke Density Rating Dade Notification# ASTM D 2843 Vanceva®&Saflex®—Clear 50/0 ETC-11-728-25079.0 Vanceva®&SaBex®—White 20% ETC-11-726-25076.0 Vanceva 0&Saflex®—Black 20/0 ETC-11-726-25080.0 Vanceva 0&Saflex®--Blue 50/0 ETC-11-726-26077.0 Vanceva®&Sallex®--Yellow 9% ETC-11-726-26079.0 ••• Vanceva®&Saflex®—Red 100/0 ETC41;F26&ft82,0 •••• •••••• • k , . • • •• >tiMFldllOidl •dlt• CY�tt?VL9tib • r Aao� RlG P, - tt��tosiotq •••• • - - its c•,oaq• . •R+ rta►oe filo'f .•o••• $� • ba 69.... w»i�li •• •• .•..•. 2012 Eastman Chemical Company 0 toot•• 730 Worcester Street,Springfield,MA 01151 . • Ff $V.Sc a e,P.E. Phone:413 730-3413 FAX:508-861-0127 '••., Stfuclural gi ear •• • P.E.No 4 35 Title: Saflexl&HIG Based Interlayers for Laminated Glass W.W.Schaefer Engineering&Consulting,P.A. Drawing Sheet Drawing Revisions Structural Consulting Engineers Number Number Date Date 7480150th Court North Palm Beach Gardens,FI 33418 1813 2 of 3 041002 Phone:561-744-3424 Saflex®PVB Interlayer continued Saflex®interlayers are known as Saflex,Saflex colors,Saflex Multi-layer, SilentGlass Technology`fm and Vanceva®Color Vanceva and/or Saflex are known as:AR,CL,DA through DZ„MG,NA,RA through RZ,SA through SZ,and VA through VZ. (e.g.: RB41,NA71). Saflex@ Multi-layer interlayers are known as:Q series(QA through QZ) and Silent Glass Technology (e.g., QB 51,QS 41 etc...). ®Saflex and Vanceva are registered trademarks of Eastman Chemical Company TM Silent Glass Technology Is a trademark of Eastman Chemical Company This is a component approval and does not include an evaluation of structural performance of this component. Systems incorporating this component shall apply for an NOA to the Miami- Dade Product Control and shall submit test reports and other required documents showing that the systems using this component will resist the loads according to chapter 16 of the F.B.C. A list of authorized laminators shall be filed with Miami-Dade County by Eastman Chemical Company s , taofacrtdwtsr� rxouWr asv►a9 I? as COMOY*w1p Im trYbrtda as COp�rtytf�g wigs tO Ietvrw ]9ldtdtrr�Cqd! •� t+ •••• •••••• AOrad 1•b 4. •f 6'A woe Not Z3F./ .• IRV fly�. i 'A Oade ptaduct tlnnUat • • a so •••••• • • *fees 0000>.:- •,. Eastman Chemical Company •f•e ef•e f • • DEC 112012 730 Worcester Street,Springfield,MA 01151 s :fes:f : e Warren W.Sc a er,P.E. Phone:413-730-3413 FAX:508-861.0127 •••• .... so*: Structural ineer P.E.N alas Title: Saflex®IIIG Based. Interlayers for Laminated Gies W.W.Schaefer En$$ne ring&Consulting,P.A. Drawing Sheet Drawing Revisions Structural C{onlulting Engineers Number Number Date Date 7480150th Court North Palm Beach Gardens,FI 33418 .1813 3 of 3 04/08112 Phone:561-744-3424 REY6MN5 Rtv oescaarmx INTF A"rRWI:o A ADDED NOTES AT GLAZING DETAILS 07/15/13 R.L. 9 REVISED EDGE DISTANCES 10/22/13 R.I. NOILS: C REVISED INSTALLATION DETAILS DIMENSIONS 02/23/15 R.L. 1) THE PRODUCT SHOWN HEREIN !S DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) 1X BUCK OVCR MASONRY/CONCRETE IS OPTIONAL. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HFRFIN. WIND IOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CAI CUT ATIONS. 5) FRAME MATERIAL: EXIRUDLD RIGID PVC 6) UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 8 FOR GLASS DETAILS. 7) APPROVFD IMPACT PROTFCTIVE SYSTFM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DFRRS REGIONS. 8) SHIM AS RCOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16"OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9) FOR NAIL FIN INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SU FFICIFNT IFNGTH TO ACHIFVF A 1 3/8"MIN EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN FI NATIONS AND INSTALLATION DETAILS '0) FOR FRAME ANCHORING INTO MASONRY/CONCRETE USE 1/4"TAPCONS WITH SUFFICILNI LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE D61ANCt. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ' ) FOR FRAMF ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #14 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 7/16"MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12) FOR FRAME ANCHORING INTO METAL STRUCTURE USE #14 SMS OR SELF DRILLING SCREWS SCREWS WIIH SUFHCIENI LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INIERION WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13) ALL FASIENLRS TO BE CORROSION RESISTANT. 14) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION (NSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B CONCRETE — MINIMUM COMPRESSIVE STRENGTIT OF 3.192 PSI. C MASONRY STRENGTH CONFORMANCE TO ASTM G-90, GRADE N, TYPE i (OR GREATER). 1), MFTAI SIRUCTURF: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 1/8" THICK MINIMUM 15) APPROVED CONFIGURATIONS: OX, OX, 16) ANCHOR HOLES AND ANCHOR HEADS TO BE FILLED AND COVERED WITH APPROVED URETHANE SEALANT. SIGNED:02/24/2015 3M WINDOWS L.L.C. 15 NORTH POWERLINE RD. \\ •'119 TABLE OF CONTENTS POMPANO BEACH, FL 33021 v,•�\C E/1S�',d�� TM 9000 SS VINYL LMI HVHZ ''k• 0 iSHEET N0. DESCRIPTION 74" x 64" _ 1 NOTES NOTESO�• �� 3 7 INSTALLATION DETAILS V.L.: �O 08-01977 C mac /�'riS AOR` scar 1%TE sr¢ICT 7j/7NAjt1T��\ 8 COMPONENTS AND GLAZING DETAIL NTS 04/16 13 1 OF 8 6666 • • 6666 •6•••6 •• • •• • • 6666•• •• • 6666•• • 60000• go 0 • • • ••••6• 6666•• • • 6•••6 •• •• •• •• 66.6•• • 6666•• • • • • • • 000000 •6000• go 0 • • • ftEY610x5 NEV DESCPoPIION DATE AVPRDVFD A ADDED NOTES AT GLAZING DETAILS 07/15/13 R.L. B REUSED EDGF DISTANCES 10/22/13 R.I. C REVISED INSTALLATION DETAILS DIMENSIONS 02/23/15�R.L. 74" MAX FRAME WIDTH 74" MAX FRAME WIDTH 5` MAX � � -{ it" MAX O.C. 5"MAX 5" MAX- � �-�11" MAX O.C. � 5"MAX i 5"MA% 5"MAX 22 MAX MAX 64" 64" VAX X FRAME A FRAME => HEIGHT V HEIGHT ✓ / TM 9000 SS VINYL LMI HVHZ 7M 900D SS VINYL LMI HVHZ EXTERIOR VIEW DESIGN PRESSURE RATING I IMPACT RATING EXTERIOR VIEW FRAME AND FLANGE INSTALLATION LARGEANDSMALL FININSTALLATION t65.OPSF MISSILE IMPACT MISSILE LEVEL D,WIND ZONE AHVHZ SIGNED:02/24/2015 HARDWARE SCHEDULE NOTES: 1. MAXIMUM SASH SUE.,37 13116'X SO 71,r AT UN B.(2)SWEEPfATCHES(92w71/2'TO81/4'RF OEM EACH END OF TOP AND BOTTOM UFRLINE RD. TRAIL 3. (23AT'X3/8"WEEPHOLELOWER 1543WORTH BDEACHW,EFL 33021 ��,J\$\�EA`SFq�y C.(2)LOCK KEEPERS(8214)AT FIXED MEETING RAIL EXTERIOR FACEOFSALL D.ALUMINUM REI NFO RCEMENT(SE9304)AT FIXED MEETING RAIL 4. (3)WEEP HOLESAT3 Sr FROM EACH TM 9000 SS VINYL LMI HVHZ * >k� OUTSIDE CORNEROFFRAME SILT. 74" X 64" yyE� V. E. ALUMINUM REINFORCEMENT(SE9345)AT SASH S. (2)f"X 13116-WEEPHOLES AT212'FROM ELEVATIONS i'P TAT OF w1 F. ALUMINUM REINFORCEMENT(SE34681 AT LIFT RAIL F'AAMEJAMB AND I3AT'FROb14VSIDE FACE i�A`".F P ' � G.ALUMINLIM REINFORCEMENT(SE9341)AT TOP AND BOTTOM SASH RAILS OF INFERIOR SILL RISER. 08-01977 C �Ot10NA4 0\O scALL NTS °ATE 04/15/13 —2 OF 8 /111111111 0000 • • • • •••• 0000•0 •• • •• • • • • 0 • ••00•• •• • 000.00 • 06 0 000••0 0000 •• • • • 0000 • •• • •••0• 0000•• • • 0000• • • • . • so 00 00 00 • 0000•• • • •••0•• • • 0 0 • • • • 0000.• REY5WN5 7/6" MIN. EDGE DISIANCE 1"MIN RTv oESCRwnoN mtE WOOD FRAMING METAL EDGE DISTANCE A ADDED NOTES AT GLAZING DETAILS 07/15/13 R.L OR 2X BUCK STRUCTURE B REVISED EDGE DISTANCES 10/22/13 R.L. BY OTHERS 1 7/16"MIN. BY OTHERS 1/4" MAX. -- EMBEDMENT SHIM SPACE C REVISED INSTALLATION DETAILS DIMENSION 02/23/15 R.L. _ 1/4"MAX. C.- ❑ O O —� SHIM SPACE T 1/4.MAX. i � _ �_ r INTERIOR APPROVED—/ Lr� SHIM SPACE o e APPROVED R j- JRET LANE URETHANE b14 SMS N SEALANT I 0 B SEALANT 0 SELF DRILLING i'MIN. #14 WOOD SCREW EDGF DISTANCE M SCREW p x/14 SMS OR SELF DRILLING � SCREWS METAL STRUCTURE j 8Y OTHERS INTERIOR EXTERIOR APPROVED EXTERIOR URETHANE SEALANT JAMB INSTALLATION DETAIL EXTERIOR INTERIOR METAL STRUCTURE INSTALLATION 1 7/16" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE j i L INTERIOR #14 SMS OR 7/8- MIN. #14 WOOD SELF DRILLING EDGE DISTANCE )R SCREW SCREW APPROVED SFE NOTE 16 SEE NOTE 16 #14 WOOD L1 URFS-IANE SHEET 1 APPROVED SHEET 1 SCREW SEALANT � 1/4' MAX. URETHANE �O _- SHIM SPACE SEALANT 1/4" MAX. 0 • L L7 SHIM SPACE WOOD FRAMING OR 2X BUCK WOOD FRAMING � i METAL BY OTHERS OR 2X BUCK 7/16" MIN. STRUCTURE EXTERJOR BY OTHERS EMBEDMENT BY OTHERS 1 APPROVED JAMB INSTALLATIONDETAIL y 1" MIN URFTHANE WOOD FRAMING OR2XBUCK IAASTALLATGN F--EDGE DISTANCE 7/8 MIN sEALANi S/GNED:OZ/24/2015 �Encr DISTANce VERTICAL CROSS SECTION VMETAL SSTTRURTICAL CTROSrNSTTALL4TIION 15 3M NORTH POWERUNE RD. �J\J\85Ri'l�l�tl4G WOOD FRAMING OR 2X BUCK INSTALLATION POMPANO BEACH, FL 33021 `r••yVC E N4 ", TM 9000 SS VINYL LMI HVHZ *• �f1p,��$ •'= NOTES 74 x 64" �•• �Altit'� 1.INTERIOR AND EXTERIOR FINISHES.BY OTHERS, FRAME INSTALLATION DETAILS p• TAT OF �trrl� NOTSHOWN FOR CLARITY. ppp pyo Na. REY �'cF•.'P[ORtOA G\ DESIGNED ACCORDANCE WITH ASTME2R AND JOINT SEALANT BY E2STOBE V.L 08-07977 c ��i�sS/pNA11EN�� NTS 11/21/11 3 OF 8 • • •••• •••••• •••••• •• • •••••• • •••• • •• ••••• • •••••• • • ••••• •• •• •• •• •••••• • • • • • •••••• REVISIONS _ __ 2 1/2" MIN REv osscwRnoN oA,F AvaaoK'n CONCRCTC/MASONRY EDGE DISTANCE A ADDED NOTES AT GLAZING DETAILS 07/15/13 R.L. BY OTHERS ° R REVISED EDGE DISTANCES 10/22/13 R.L. OP-ON& 1X riUCK- °° ° ° ° 1 1/4" MIN. C REUSED INSTALLATION DETAILS DIMENSION 02/23/15- R.L. TO RE PROPER Y ° EMREDMENT 1 1/4"MIN. SECURED • ° EMBEDMENT SEE NOTE 3 SHEET ' II CONCRFTE/MASONRY BY OTHERS ° 1 O 0 OPTIONAL 1X BUCK ° 1/4' MAX J TO BE PROPERLY SECURED APSHIM SPACE PROVED SEE NOTE 3 SHEET 1 .: ° 1/4•MAX 1/4" JRLIHANE O ° TAPCON SHIM SPACE SLALANI � /a"TAPCON INTERIOR 2 1/2" ° 0 MIN. De EDGE INTERIOR DISTANCE Q o - ° - EXTERIOR ° EXTERIOR APPROVED URETHANE SEALANT JAMB INSTALLATION DETAIL CONCAETFJMASONRY INSTALLATION 1/4" TAPCON APPROVED _ SEE NOTE 16 URETHANEjr ,�I - SHEET 1 SCAT AN7 LJ -- - NOTES. � � *11 1.INTERIOR ANRCLARIORFINISHES,BYOTHER$INOTSHOWN FOACLARTlY. OPTIONA. IX BUCK 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE Tq 9E PPOP'P_Y _ DESIBNEO AV ACCORDANCE Y.9THASTM ERI 12 SECURED SEE NOTE 3 SHEET _�_ SIGNED.,02/24/2015 CONCRLTE/MASONRvTMWINDOWS L.L.C. ° < ° • EMBEDMENT 1543 TH RD. Rr OTHERS POMPANO BEACH, FL 33021 Q��,J•�XGENSF 9iP'�.� TM 9000 SS VINYL LMI HVHZ `*• B 2 1/2" MIN. 74" x 64" =,•• ,�7/otr�,m�1 FDGE DISTANCE FRAME INSTALLATION DETAILS p�E OF _SECTION V.L.pRNM: OtlIC N0. REV i�'AF•;�<ORtD4' CONCRETW SO RYINSTALLTIONVERTICAL NTS 11/21/11�� 08-507977 C 4 OF 8 • • •••• •••••• •••••• •• • •••••• • •••• • •• ••••• • •••••• • • ••••• •• •• •• •• •••••• • • • • • •••••• RFVISWNS REV OESCPoPRON MTE APPROVED 7/8"MIN. A ADDED NOTES AT GLAZING DETAILS 07/15/13 R.L. EDGE DISTANCE 1" MIN EDGE DISTANCE B REVISED EDGE DISTANCES 10/22/13 R.L. WOOL) IRAWNG MEIAL C REVISED INSTALLATION DETAILS DIMENSIONS02/23/15 R.L OR 2X HICK STRUCTURE 1/4" - L --- — H" OIHF NS 81'OTHERS 1 //16" MIN. SHIM EMBEDMENT SPACE 1MAX. APPROVED- �SHIM SPACE PR APOVED n__ ❑ _._ _ URETHANE O 131" MIN. URFIHA'-JT` -ll SEALANT EDGE DISTANCE INTERIOR SL At L -�_ 1 1/q"MAX, BEHIND T--7, HFHIND SHIM SPACE FLANGE -#14 SMS OR I FN ANGF SELF DRILLING g SCREW #14 WOOD _ #14 SMS OR SCREW SELF DRILLING SCREWS ® ❑� METAL -�' STRUCTURE BY OTHERS APPROVED EXTERIOR URETHANE SEALANT INTERIOR EXTERIOR BEHIND FLANGE JAMB INSTALLATION DETAIL METAL STRUCTURE IN.STALLAT ION INTERIOR 1 7/16" MIN. 1/4"MAX. EXTERIOR EMBEDMENT r SHIM SPACE I _ INTERIOR MIN. EDGE DISTANCE g ❑ #14 WOOD #14 SMS OR #14 WOOD ® ❑ 5•' SCREW SELF DRILLING SCREW ��... SEE NOTE 16 SCREW APPROVED SHEET 1 APPROVED SEE NOTE 16 URETHAN URETHANE SHEET 1 WOOD FRAMING 1/4"MAX, OR 2X BUCK SEALANT �� SHIM SPACE SEALANT /" EXTERIOR dEHINL' BEHIND 1 4 MAX. BY OTHERS FLANGE L3 ❑ FLANGE O ❑ __�SHIM SPACE APPROVED JAMB INSTALLATION DETAIL METAL URETHANE SEALANT WOOD FRAMING OR 2X BUCKINSTALLA7ION WOOD PRAMNG l 7/16" MIN. STRUCTURE BEHIND FLANGE OR 2X BUCK EMBEDMENT BY OTHERS By OTHERS 1" MIN I I SIGNED:02/24/2015 7/8' MIN EDGE DISTANCE-i-� 15 NORPOWER UNE WINDOWS NE RD. EDGE DISTANCE VERTICAL CROSS SECTION POMPANO BEACH, FL 33021 �r••\p£NS•qiP'�.� VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION s P , WOOD FRAMING OR 2X BUCK INSTALLATION TM 9000 SS VINYL LMI HVHZ *� * 74" x 64" NOTES: FLANGE INSTALLATION DETAILS =p, TAT OF ry 1 INTERIOR AND EXTERIOR FINISHES,BY OTHERS v0.�•.A. P .fi4 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE SHOWN FOR CLARITY y 1,• EV No 08-01977 RC �I�/i`SSj`�R,ifl'N DESIGNED IN ACCORDANCE WITHASTM E2112 �aA \\ scALE NTS aATE 11/21/11 s"E"15 OF 8 dill •••• • f • • •••• ee••ee ee • •• • • • •••e•• •000 • •• e••e• • Soo me 0 eeef•• • e •eee•• REM9dV5 2 1/2" MIN. REV DESCPoPIIDN w>'T nrcNDveD EDGE DISTANCE A ADDED NOTES AT GLAZING DETAILS 07/15/13JRLCONCRrTl_/MASONRl --- - ° B REVISED EDGE DISTANCESBY OTERSC REVISED INSTALLATION DETAILS DIMENSIONS 02/23/15e 1 1/4" MIN. ----- OoTIONAI 1X RUCK e ' a EMBEDMENT TO RF -ROPERIY ° I SFCURFD SEE NOTE 3 SHEET 1 1 1/4"MIN. L APaROVFD URETHANE J[_JO EMBEDMENT SFAI ANT RFHIND -- �1/4" MAX. i/4" MAX. EI ANGr SHIM SPACE T SHIM SPACE MIN. EDGE 1/4"TAPCON DISTANCE INTERIOR e o I/4"TAPCON- EXTERIOR ® C CONCRETE/MASONRY I BY OTHERS ° INTERIOR ° OPTIONAL IX SUCK--// c° 70 BE PSECURRLY ED EXTERIOR SFE NOTE 3 SHEET 1 JAMB INSTALLATION DETAIL APPROVED URETHANE CONCRETE/MASONRYJWSTALLA170N SEALANT BEHIND APPROVFD URT"THANr FLANGE SEALAN- BIP'ND --1/4"TAPCON FLANGE r_ SEE NOTE 16 SHEET 1 1/4" MAX. NOTES: OPTIONAL 1X BUCK SHIM SPACE 1.INTERIOR AND EXTERIOR FINISHES.BY OTHERS, 10 BE "ROPER LY -� �— NOTSHOWNFORCLARITY, SECJHLU 2.PEMAIETERANDJOINTSEALANTBYOTHERS TORE S_E VOTE 3 "EL' 1 ---�-- - -- DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED:OM412015 CONCRETC/MASONRY WINDOWS L.L.C. BY OIHER5 \ ° °e ° a 1 1/4"MIN. 1543 NORTH POWERLNE RD. `` 8 ° EMBEDMENT POMPANO BEACH, FL 33021 ,�r•y�OENse _-� TM 9000 55 VINYL LMI HVHZ 74" x 64" _ 2 1/2" Mw FLANGE INSTALLATION DETAILS `p �BTAT OF EMBEDMENTVERT ,,,p�.•F P , OONCRICAL CROSS EMWASOATRY SEALLATTON V.L.CTION ' vac rro. OB-01977 C ��ijCsSj`OR1 scat wtE sNm ONA jj11YYV NTS 11/21/11 6 OF 8 6666 • • 6666 6666•• 6666•• •• • 6666•• • 6666•• • • • 6666•• 6666 •• • • • 6666 • •• 66.64 6666•• • • 60.60 •• •• 0 6 •• w•6.6• • •66.6• • w • • :906:6 • •0606• • • • • • • • 0 66.6•• REY6WN5 REV OESCBIPliON MTF APPROVED APPROVED URETHANE +. 3/8" MIN. A ADDED NOTES AT GLAZING DETAILS 07/15/13 R.L SEALANT BEHIND FMBFDMENT _ NAIL FIN WOOD B REVISED EDGE DISTANCES 10/22/13 R.L #10 WOOD—� FRAMING C REVISED INSTALLATION DETAILS DIMENSIONS 02/23/15 R.L. BY OTHERS SCREW 1/4" MAX. -�— - j SHIM SPACE 1/2"MIN J EDGE DISIANCL r � - ❑ WOOD FRAMING 1/4'MAX 0 BY OTHERS SHIM SPACE I i INTERIOR 1 3/8" MIN. EXTERIOR INTERIOR EMBEDMENT � . O x/10 WOOD Q SCREW APPROVED URETHANE— SFAIANT BEHIND NAI[ FIN EXTERI /2" MIN _ EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCKINSTALLATION 1/4' MAX NOTES: m O ❑ _ SHIM SPACE 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, I NOTSHOWNFORCIARITY. 2 PERIMETERANDJOINTSEALANTBYOTHERSTOBE 1/2" MIN DES9WDINACCORDANCEWITHAS7ME2112 EDGE DISTANCE— SIGNED:02/24/2015 O WOOD SCREW FRAMING 154OOD 8 NORTH POWERLINE RD. \\O\\5WINDOWS L.L.C. 1R IILtO�O��i 1 3/8"MIN. BY OTHERS POMPANO BEACH, FL 33021 ��vJ•y�G E N,SF.!d,'i,� A�PROVFD URETHANE EMBEDMENT J SEa�ANT BEHIND TM 9000 SS VINYL LMI HVHZ NAIL FIN VERTICAL CROSS SECTION 74" X ea" _q - WOOD FRAMING OR2XBUCKINSTALLA77ONNAIL FIN INSTALLATION DETAILS iP0 TAT OF.��` 7 oRAwN: owc Na REV s F<ORI.vt MTF 08-01977 C i//7S�OpA 11Ea\`�� NTS 11 21/11 7 OF 8 AIL 6000 • • 900• 0090•• • • • • 9.69.9 •• • ••9••6 • • • • • • •66.6• •9.96• EXTERIOR - - -- INTERIOR 1 1 t t FRAME(SS9301) GLAZING DETAIL A WNYL PVC.055•THICK 1 1 1 FOR LMI A SM/PROTECTION EXTERIOR -_ - - FIXED MEETING RAIL(SH9304) COMMON SASH(SE9345) LIFT RAIL(SE9346) �- INTERIOR VINYL PVC.OW THICK VINYL PVC.065•THICK VINYL PVC.055'THICK 1 1 REINFORCEMENT(SE9304) 1 1 1 ALUMINUM 6063-T6.09'THICK t GLAZING DETAIL B 1 1 FOR LMI S SMI PROTECTION 1 1 1GLAZING BEAD(BV137) TOP/BOTI-OM SASH(SE9341) ———— VINYL PVC.069'THICK VINYL PVC.O55'THICK EXTERIOR __ 1 1 I -- INTERIOR REINFORCEMENT(SE9341) SIU NAIL FIN(SH9303) ALUMINUM 6083-T6.065'TMCK VINYL PVC.06r THICK N ,a GLAZING DETAIL C 1 f t FOR LM/PROTECTION 1 1 ROLLER TRACK(SS9308) ADAPTER CLIP(ACASE9341) ADAPTER CLIP(ACADS9301) REINFORCEMENT(SE9345) VINYL PVC.070'THICK ALUMfNUM6069-T6.07•THICK ALUMINUM 6064-T9.Or THICK ---- ALUMINUM 6O68-T5.095'THICK SIGNED:02/24/2015 EXTERIOR -- -- INTERIOR - - - _ 1543 NO�OOowLRLINL au. `\\`J`g�it. L 9 1 1 1 'OMPANO 3k.AC4. FL 53021 �r,•�♦GENS�•,IP�i TN 9000 SS VINYL LMI IIVI7 �#" 0,.8728 *� t 1 / GLAZ NC D TAI_S AND COMPONENTS 4 REINFORCEMENT(SE9346B) FLANGE(AF75) 5.,,<OR.O?G�\ GLAZING DETAIL D ALUMINUM 60W-T6.Ia5"THICK VINYL Pvc.9seTHICK v. 08 01977 G ��i7S/ONALIE�♦�` FOR LMI PROTECTION VTS 11/2'/11 8 Of 8 • • • • •••• •••••• • • • • •••••• •• • •••••• • •••• • •• ••••• •••••• • • ••••• • • • • •• •• •• ••• •••••• • • to • • •••••• •••••• L. Roberto Lomas P.E. 13-0129.27-COMP 233 W. Main St Danville,VA 24541 434-688-0609 rllomas@lrlomaspe.com June 8, 2015 Ref: N.O.A. 13-0129.27 Manufacturer: E.I. DuPont De Nemours & Co., Inc. DuPont P&IP Chestnut Run Plaza, 712/161, P.O. Box 80712 Wilmington, DE 19880 Product: DuPont Butacite®PVB Interlayer To Whom It May Concern: This is to certify that 1 have reviewed all documentation for the above mentioned N.O.A. After my review and to the best of my knowledge, I found that the products in the N.O.A. listed above comply with the requirements of the Florida Building Code 5"' Edition (2014). Please note that 1 don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which the reports are being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). Sincerely, 0\111111///,/ 4-.TAT 051 TAT OF ; oc�S' 0RIDP•�� ``� 01VA1.1E0�� 0000 . . Luis R. Lomas P.E. 00. •••• 0000" FL No.: 62514 •• •• • .00.00 00 0 000000 000.00 0 . . 0000.. 0000 .. . 0 0000 .0 00 00 0 00. . . 0000.. . . 0000. 000000 .. .. 0000.0 .00.0. . 00 . . 0 0 0 . 0000.0 0000 . 0000.. 1 of 1 L. Roberto Lomas P.E. Engineering Evaluation Report 233 W. Main St. Danville.VA 24541 Report No.: 512688C 434-688-0609 rl lomas(cl;ldomaspe.com Manufacturer: TM Windows LLC. 1543 North Powerline Rd. Pompano Beach, FL 33021 Product Line: TM 9000 SS Vinyl LMI HVHZ—74"x 64" Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 61 G20-3.005 method 1(d). The product listed herein complies with requirements of the Florida Building Code. Supporting Technical Documentation: 1. Approval document:drawing number 08-01977, Revision C,prepared,signed and sealed by Luis Roberto Lomas P.E. 2. Report No.:ATLSF 0225.01-13 signed and sealed by Stephen W.Warter, P.E. American Test Lab of South Florida, Ft. Lauderdale, FL TAS 201-94 Large Missile Impact Test, Level D,Wind Zone 4 TAS 202-94 Uniform Static Air Pressure, ±65.Opsf design pressure 11.5psf water penetration TAS 203-94 Cyclic Pressure loading ±65.Opsf design pressure 3. Anchor calculations, report number 512688-1, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: ±65.Opsf • Maximum unit size: 74"x 64" • Units must be glazed per ASTM El 300-04. Refer to installation instructions for details. • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions. • Frame material to be rigid PVC. Installation:Units must be installed in accordance with approval document, 08-01977, Revision C. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s)for which this report is being issued.Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). `NUJ\S . - • • ate• .v �G E N•9••ccp ...... _. 0 .= �►...:. • .�� P •••••Pl F rLf•��III1110 •• • •••• 1 of 1 •• •Luis R. Lomas, P.E. •Fit.Nooa 62514•••• • • 02/27/2015 •••0 NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: NI006255-R7 DATE: 10/14/2005 CERTIFICATION PROGRAM: Structural COMPANY: JELD-WEN CODE: 104-3 REVISION DATE: 05/05/2015 To verify that the"Notice of Product Certification"is valid,please visit\v\\A .NAN1lCertification.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 3ELD-WEN Series "Contour Premium Steel Door" 3737 Lakeport Boulevard Double In-Swing/Out-Swing Steel Wood- Klamath Falls, OR 976011 + : 1 ' 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/SJW201 1-070/W-1556/W-1565 Expiration Date: September 30,2019 •••• . 0 0000 000 0. Administrator's Signature: •• •• • 000000000000 .. .. 000000 0 . 0 NATIONAL ACCREDITATION AND -:000• V• •• 0 • 000 MANAGEMENT INSTITUTE, . .. . •INC. ••;••; • . 0 •.• . •• 4794 George Washington Memorial Highway 0060 • 0• •• •• •• •• 000000 • Hayes,VA 23072 ; ; 00 % Tel: (804) 684-5124 :..0:. Fax: (804) 684-5122 00 0 0000 0 0 JELI +VENo Steel CONTOURS STEEL DOOR,WOOD EDGE 6-8 OUTSWING IMPACT GLAZED SINGLE OR DOUBLE DOOR UNIT 74"MAX. OVERALL p UTILIZING COMPONENTS FROM 000INC.AND FRAME WIDTH o m o cmi ENDURA PRODUCTS INC. 37 1 J2" MAX, a z m a o f FRAME WIDTH 36 1/2"MAX.PANEL WIDTH •M0.0 35 3/4"MAX W/ASTRAGAL. O m u�i uai GENERAL NOTES I~ PANEL WIDTH Arlt-"� I THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING n r z er ma LL COD THEF LO INCLUDING MVHZ AND HAS BEEN EVALUATED/N ACCORDANCEWRLI E THE FOLLOWING Y TAS 20r-94 rAC TAS70294 TAS203-9420 1/2" 1/2"2 WOOD RUCKS BI'OTHERS.W/ST BE ANCHORED PROPERL Y TO TRANSFER 20 i/2" OJ UMAX MAXLOADS TCI THE STRUCTURE MAX T D.LO. .LO. p3 PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILSI6 D.L.O.ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING 5 INACTIVE TIVE ¢ po OR STUCCO O B 'tp a I Opp. / O o_ O 4 DESIGNED PRESSURE RATING SEE TABLE I PAGE I 75 N 3 3 to 3 5 THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR HIGH VELOCITY d s (�` E O D i O qI HURRICANE ZONE(HVHZr A3 / 4 4 m oo vt 6 PRODUCT DOES N07 REQUIRE SHUTTERS 4 RESIDENTIAL INSULATED STEEL DOOR fCommun to all frame Inn Nww) DOOR LEAF CONSTRUCTION*rilwd p a Face sheets.24 GA(0.021'min)thickness Galvarnied steel A-525 ? a,<3 �Uw L•ommerdal quality AKDO pm ASTM 620 with average minimum yield o w 0 strength Fy(avel-30Fi27psl q A A Core l)—an E.rparlded poiMtV, .e vdth 1.010 1.25 pts deT.Ny,by Je fd-Warr Inc. 2 q 2 4 2 4 a Paml Constouchon 7ha acfwe aM/nagwe panels am mnsmrded horn 24 GA REF ASTRAGAL BOLT ITEM # 12 LD DPT"min)galvamzed.SleBf Tim mcecheats at top am bottom ata bent 90 over tho top and bottom mils The top rail measures 1.0-high x 1.686'Wida The steel AINGL-E OLl_/'Sb7NG UNIT/XJ =ME DLTmSWING UNIT(XX) m p r-0 0 bottom rail measures I I-high x I.6B8"wide The sloes of the face sh8ei8 are roll SCALE• f/P' =1`-0" SCALE' f/2" =1"-D" M N;N N formed mm the latch Bud hinge sloes which meownt I.00-high x f.688"Wide.The Z�o a9enor cavity m Iilad wnh expanded polystyrene The face sheets me glued to the O m U m a: axparWed prNys(vrerra Tiro parents are wt out for the hwpiece ODL A(umim4m eI L DOOR MODELS AQE VIEWED E Z to FROM THE EXTERIOR SIDE U O ALLEN fraenal/n+ls meglazeA with fertlpeTetl arrdlaminated impact l'IG.On w double door applications ft mactive door is lifted with an extruded aluminum __ __ —_- �2�o uI Z ashagel of 6OW-T5 aft manufactured by Endura TABLE I DESIGN PRESSURE RATING w w m Frame Construction. The frames are constructed of lingerjoinfed"jambs APPROVED FOR USE W ERF NOTES: 10 o measuring4.9116"x 1-114'The headjambs are mortfsed and buff joined to PROTECTION FOR WATER J INFILTRATION IS RE(xaRED T - At VIEWS FROM EXTERIOR. the side lambs.and attached with three f3)16GA 746"crown x2'lDW 2 - FOR HORIZONTAL ANCHOR IN 1X BUCK OPTION IN Jnr slapies on each Side.The flueshhold is atlached to Ow side jambs wall, POSRNE 's°'°15F throe f3l 160A 7,'16`crownx2'lortg staples on ead/sde. wEGanvE .8p0�F MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. G/azi+Ip. ODL160 insulated rc m x 2*Iw it thickness.consisting of one(1) 3 - FOR VERTICAL ANCHOR IN 1 X BU T60RTYT1jj IN a�' pane of 0.125'tempered glass,0.5•air space:two(2)panes of 0.125' TABLE OF CONTENTS MASONRY/CONCRETE. SEE ��Ri AILS. w o v m a z annealed with.090•PVB rrNerlayer by Solutia Alllites are sandwiched wre:6/18/13 grazed into the pmmts SHEET# DESCRIPTION •2' �. '•,O I TYPICAL ELEVATIONS ,,.''FL x 7�+� SCALE AS NOTED 2 VERTICAL CROSS SECTION 8 BILL OF MATERIAL * *= tort.BY: EAG 3 HORIZONTAL CROSS SECTIONS A T" W` ow.sT:S. SAFFEL A OPTIONAL 1X BUCK IN MASONRY/CONCRETE CROSS SECTIONS . 5 ANCHORING LOCATIONS �� LNulO5h°ey'19"bbyH—f'N°rH°'P'E JW0509-03 6 COMPONENT DETAILS RCefgelmn xpproMn9 utsdonrmem 7 UNIT COMPONENTS Dm:]etS.02Mitn4A6 dsae papa I61 SHFEf 1 aF 7 - 0000 • • 0000 •00.0• 00 0 ••00.0 •• • •00.0• • 0000•• • • • •0.00• 000• • •• ••0•• 0000•• • • •000• so 0 •• •• •• •• 0000•• • 0000•• • • • • • • 0000•• 0000•• • • • 0000•• I 80 3/4" MAX. OVERALL FRAME HE-CHT =_ p Z V z b t I v'-' m z % Y 17 yU a sz s/s" MAX D I o 1 W ti N `/ N \� rnc�m � a Iv 1 MIN. 80 3/4" MAX. OVERALL FRAME HE GHT ; MIN.I EMB EMB. _ N lV� vDm OC 3f z z 62 5/8" MAX. C._.0. z ~ � o Cw N �� V � N W �DN -• O a me m til Z z ZZ 21 K, / z x a x _ Ilr N N N N N N N N N � (D A W Of O w O 0 OZ N W WO tND m Ui.+NNN�O VOfNP W N�mOJV tna 3 O pp rr�� _ N Ttmm OV awy00x FOR a GN wH ;bo vo �N � e �q^-�"�' zea xx a m n ti N�1 D A {� z S tia:c �o�" g� =E=02 mmro� •• ••• • • • • • •• an mz o-+, ai�o��,�v,m�x;; • • •• • • • • • cai�2 m� ani n � hoz 3 � m�A�- m `�g'i� ��m • • • • • • • • • =OAA mQFlopN o S'v"'iSy Sgt a `,`tt\titlt/tffff o�m RZ Ap �b � � x Y"O iA ��n ZnobN `?AA �,` 2�* /y i� m Nx - Yi �� o� r'�-• �ct�n a: so3 •• • ••• • • • .....tp'. pz v ... ,�`�` zA z 'S$ 58Z$ i�fffFR it%00 3 G A 6 m i ••• • • • • ••• • • g to PRODUCT: •ry+? • • • • • y WDATF 5 EDITION FBC S CONTOURS STEEL DOOR, WOOD EDGE' • • • ••• • • • aENERAL REVIS ON L 6-8 OUTSWING IMPACT GLAZED N owe a Doo•e • • • • • • • • • • o$V' N ADD CONC. DWG. EAG SIN EOR DOU DOOR UNIT 3737 Lakeport Blvd. • •• •• • • • •• •• 2 '� o ENERAL REVISION R PART OR ASSEMBIr: Klamath Falls,Oregon 97601 ••• • • • 000 • • Iv t„ m�o w17 ENERAL REVISION BY VERTICAL CROSS SECTIONS Ph.1541)882-3461 i BILL CF MATERIAL Fax(541)850-2609 R 'VISIONS 1 1/2• 1 7/2' s 3 4 a 3 5 MIN _I 11/SMMAX. 1 1/SHIIM/AX_I I�MIN. ' I SEE DETAIL A SEE DETAL A SHEET 7 19 22 SHEET 7 1' o MIN SEE 9 _ MIN. DETAIL G 9 M SHT,6 30 O> m o �D 3021 211 31 O m N 23 d� A o uoi 1. a t' •apmm WN O If EXIEBtpg •�m a u -O24 21 29 4 19 32 21 29 3Y 20 20 1 79 A B S 3 1VOOD lNSTALLATlON(SCALe'B^�f'-O"J e 3 HOOD lNSTALLATlON(SCALE.'1-1'-O") 1 1/4 w " MIN.EMB /a^MaxMIN.EMB. I W Z 2 . —f o —I I t/SHIMA" ' SHpN �I 1 1` 30- W 1 SEE DETAIL A MIN. H..O MM I' SEE DETAIL A 28 29 22 SHEET a MIN SHEET 7 75 SEE 9 NOL. 0 g _ DETAIL G p-m O SM 9 30 21 21 n Gd 3123 1• AGN Mi"' MI MIN, O O 3 mZo O ffiEBIOB �� .9 32 2E ?i 24 T7 2g 28 4 3 A 34 4 S N U m 20 20 V C ® p g z E 3 CONCRETE INSTALLAT/ON(SCALE.6"-1'-0-) 3 CONCRETE INSTALLATION(SCALE`6"al'-0'J VI NOTES: O m 2 17 E>ASTAGAL FASTENER SFAMO DETAIL F.SHEET B.(TOTAL OF 14 SCREWS). p z INTERIOR g B LATCH AND T1FREQUIT STRIKE PLATES MOUNT TO HEAD WOO.WITH AGIUSTABLE NUT PLATES. MN Bpnl PLATES REOIlI7C 18 X 3'PHILLIPS RAT lIEAD WDOD SCRE'NS. 2+BUCK TO SUBSTRATE FASTENING MAY UTILIZE OPTIONN.3/18^RW 8UILDEx TAPCON. N q�FOR TAPCON MASONRY AND WOOD SCREW ANCHOR SPACING(GEMS J5 @ 134).SEE m <W INACiNE AC7NE SHEET 5. r nr rOR HORIZONTAL ANCHOR IN Ix BUCK OPTION IN MASONRY/COfV#.'RCIC.SEE SHEET a rOR dp DETAILS a N CXTCRIOR Tg 29 32 25 28 ©ASMNARROW m coAS MIN MUM EMBEDMENTIS ACHIEVED E� tt1111111/f/J z T: ; O"i DATE:6/18/13 E scALC AS NOTED (score.s^.-f'-o^ '* •�'fd 7 e'k- wlc.er: EAG cHx.SY:S. SAFFEL ' JWO509-03 4444 .p • 1 • •0i• 4444•• 4444•• •• • 4444•• • 4444•• 4444 •• • • • 4444 •• • 4444• ••111• • • 444•4•0 •• •• on •• 4000•• • ••4••• • • • • • • ••000•• •••ee• • • • • • • •••••4 34 1 1/4- N.EMB. 1 MIN.— 1"MIN I _1/4'MAX tOp I"MIN - 1•MIN - I- -I I SHIM M rn rn MIN SEE DETNL A 28 29 O> N O SHEET 7 15 O m 0Mthm H 22 aC mN . 1_ Q 21 SEE •n O m m jIIII 9 DETAIL 0 x 23 SMT.6 O J 6 O n MIN. LL IN1fRiOR %tit t 1/4"MAX. / U MIN. f1 LL SHIN THK. —__ y _--02S DETAISEL P - SHT 7 26 25 21 24 28 B O.VTAL CROSS S6YTLON TYP 2 4 OPERATJNG UNIT 1X BIICX 3S 32 1 34 9MASONRY/CONC E 2O 1 1/4• 30 _. 21 (SCALE.'6" �71 1/4"MAX 1N.EMB. O W 2 ZU 21 1 SHIM I� 1• p� I �N 21 22 SEE DETAI'L�7 � MIN 8 U O yh SEE SEE 9 MW. Q zK t o DETAIL C EXTERIOR DETL 6 21 30 ST2.3 ,6 O 22� l0g8103 MIN.1• f~ff It w${ 74 MIN. H 1N[E8109 � EXTERIO X2 29 � O a 1 1/4. 21 29 4 NNN O MIN 3 2034 1 Y l 35 21 EMB 4 m 34 19 20 C '7NTAL CROSS rECP70N TYP S N 28 I a 2 31 32 OPERATING UNIT 1X BiICX O Z 29 OPTION IN MASONRY/CONCRBTX m- RICNT AVEHISNOBN. LXI IME OPPOSITE SHOWN Z 1'MIN. (SCALE.'6"=1'-0•) O¢ N ' \ w ZO 1 3e 1"MIN Z W \ o O a0 SHEET TES: MASONRY AND WOOD SCREW ANCHOR SPACING(ITEMS 15&jF34),SEE ff G SEE DETAL A d' MIN T a __ON SHEET 7 2 OPTIONALLY ANCHOR CAN BE PIACED N W NARROW SECTION OF MN. ��\ AS MINIMUM EMBEDMENT IS ACHIEVED. N\lS1AA1 F. �f5/1LONG W^ ^Z MI ( 1/4• ``•� r,••• •F,p4 wT,F:G 1B 13 _ I-MAX. ?Z": O G swc:A5 NOTED 2 A <o SHIM EAG 4 OPERATING UNIT IX BUCK o 1 1/2 MIN EMB OP770N IN MASONRY/CONCRETE :9. '4 IL'CKK IT-S. SAFFEL (SCALE- 6"=f'-O') CONCRCTC/ r (U oRAWolc Ro.: OPTIONAL MASONRY/CONCRETE INSTALL .<'.` JW0509-03 MASONRY CROSS SECTION OF HEAD OR JAMS OTHERS 4 0000 • • . •••• 0.000 • • • • • • 0000•• 00000 000000 •00.• 00 0 • • 0000•• • • • • • • •••••• • • O.K. • • • 0000 0 ••• •• •••••• • :69:0: • • • • • • •0••0• 0000•• • • • :0 • • • • •0000• SEE DETAIL e 2 2 SHEET 6 0 m SEE DETAIL B M v rn m / SEEHDETAIL A 7 SEE DETAIL B o m N 6'•I~ .-..I6^ ,SHEET + 6" +I �I 12 1/2"TYP. 6"-_I SHEET S w a m m in 1 � aOmw In Y ' o.. E _ Q. ,I n n NP• 4 SEE DETAIL D a M "� m TYp F n SHEET 6 Z n M Y N D M m 3 - 3 3 0 � 4 B-:: 0 n - - a 5 TYP. U 3a ,y � �¢ �> 5 TYR no o SEE DETAIL A 6"_ �"__ 2 1/2" TYP. 6"-'f SEE DETAIL A i 37 112" SHEET 5 SHEEP 5 74" & e- 11 AI I M1OR MODELS ARL VILWED T 1 78 a a FROM THE INTERIOR SIDE NC7� SEE DETAIL E SHEET 6 80099 0 0 0 z�.I�G'iw gin th ANCHORING LOCATIONS ANCHORING LOCA%ONS DOUBLE -w p z OUTSWING SINGLE UNIT(X) nlrrcwlNC UNIT XXT w o SCALE 1/2' =I'-O'• z z W 74 1j11111111//II11 F. lid w I M a Z *' 'N .^: w A6/7 N 11 \ sME AS NOTED = owa B, 8/13 EAG a«.wS SAFFEL 14 DPASANG.0.: pETA/L A pETA7L B JWO5O9-03 SCALE' 3" =>'-O" SCALE 3" =>'-O" IT. °f. __. • • •••• •••••• •••••• •• • •••••• • •••• • •• ••••• •••••• • • ••••• •• •• •• •• •••••• • •••••• • • • • • • •••••• • • • 4 9/16"— ANCHOR ® EXTERIOR SIDE EXTERIOR v 4" 13 7 34 2 m 0 333334IMERIOR 11 3 f 5 1/2" 175 1/2" o 1 •�:E ORILL 3/8"ASTRAGAL ; 33 n RETAINER BOLI HOLETHRU FRAME/MASONRY 3334x 1-3/8" DEEP DETAIL B DETAIL C DETAIL D DETAIL A -HINGE MOUNTING DETAIL TNROWBOLT STRI/�'PLATE FOR NERD STRIKE PLATES TO JAMBS ST 1KE PATES TD ASTRAGAL SCALE. 3" =1'-0" SCALE, 3" =1'-0" SCALE 9/6" =1'-0" SCALE 9/6" =1'-0" ooC wwZ p�7 O oOp v, 3Uo a J I o-m w�o> w 0 N�nzs a DRILL 3/8"ASTRAGAL RETAINER BOLT HOLE o0 t J2"x 1/4"CU—D SPACER THRU THRESHOLD/MASONRY r 1-3/8" DEEP o 30 21 " 1 a a N 1/8"TEMPERED CLASS WQo m O z zz 1/2'AIR SPACE N o N LA 7 34 3 TYP. T _ ! 0.090"PVB o z ti�¢ `i T- NTERLAYER BY -rw- o z SOLUTIA o V 78 } w _XT R =mow gww N 1 5/8" GLASS, 21 BITE 1/8'ANNEALED OF.TAII.R DETAIL F- ENDURA ASTRAGAL DETAIL G- ODL ASTRAGAL RETAINER STRIKE PLATE FOR SILL FASTENER SPACING USF k6x1" PPN WS r^TeZ1NG DETAIL ISULATED OLASS ,punNpr e a SCALE 3" =1'-O" SCALE: NTS SCALE 6" =1'-0" J�O�SES F. O�� o om a z _��•�C'1 •;.'fYO� an.6/18/13 7§•:.*% SEAS NOTED EAG Tj(T QF cwc w(S. SAFFEL JWO509-03 rare fbe iasre srErr 6 a'7 0000 • • • 0 •00• 0 00.00 • • • • ••000• •• • •0000• • •000•• 0000 •• • • • • 0 • • • 0000 •00.0• • • 0000• • • • 0 • 0000•• • 0 •• • • • • • • • • •0000• •000•• • • • • • • • 0000•• 00 • 0000 • • • • • 4^ 0 m 4 9/76"� n /-� /'� LI .9/16" C>m o N V ti On m M N m N O _/ �•��/��/�'//� C } ��4 9/16"—�7 •mOmm �- r—2 31116" 7/16" (Min) f7ALL E a LL 1 1Y 1 3 q..q, 9 STRIP /e',OUTSi77NC HRESHOLD(ENAURAI S E SCALE 6" =1'-0" SCALE• 6" =1'-0" 4DS-650 SCALE• G" =1'-O" SCALE• 6" =1'-0'• Y J2 '/2" 7 13/16" I" 1 1/4" n p I�—3 1/8"--I 1 3/16" I I 1 11/16" w�'? �� IF goo �J WiV 11 —E �— O a p 11/16" 2 I I I LLJJ g-i 11 11116-F^ {—I F-1/8" p c�V tLArll ��P RAIL(LVL) =o GSTILE(LVL) gpTTOd+ IC,ASTRAGAL STR/XE PLATE ENDURA ALUdI/N(/df ASTRAGAL STILE(LVL �1STEEL 25CA Af/N CALV 13 SCALE G" =1-0" scALE s' =1'-0 25 SCALE 6"=1'-0 CALE s~ =1-O" scALE s z_ mu 2 112'— a -+I 1 3/4" 1 mm ZE '�L'' L 4>_>t�A O I O O O W P W Z K K N W K U tt K -Z- 0> iE ASTRAGAL BOLT MAT.- C/R STEEL ROD ASTRAGALSILL 1 SCALEurtrrrl� qi4 oma z 3/16" C-SINK.—�-- NOTE vlp 1. un>E:6/18/13 1-USE #10 WOOD INSTALLATION SCREW W/ 1 1/2" MIN EMBEDMENT .r: C•p WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. ; 7!? C suuF:AS NOTED 1, 2-USE /�8 r 2 1/2" PEH WOOD SCREW WHEN INSTALLING INTO MULLIONS. w C mac.er: EAG 3-USE 3/16" ITW TAPCON ANCHOR W/ 1 1/4" MIN. EMBED. T/� a WHEN INSTALLING IMO CONCRETE/MASONRY SUBSTRATE A.7 SIDELITE SILLS. ,r�iw� �No SAFFEL DETAIL A - COUNTERSINK DETAIL s�r� JW0509-03 SCALE 1/4•' -1'-0" spm 7 o 7 'revs 1m 6666 • • 6666 6666•• •• • •• • • 6666•• •• • 6666•• • 6666•• • • • 6666•• 6666 •• • • • 6666 • •• 6666• 6666•• • • 666• 6• • 6 • • • •• •• •6 •• 6906•• • •00.9• • • •0606• • • • •0000• 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 Dania Beach, FL 33004 A Perfect Solution in Every Drop 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Of JELD-WEN, inc. Contours Steel Door, Wood Edge 6'-8" Outswing Impact Glazed Single or Double Door Unit for Florida Product Approval Report , 3391 Current Florida Building Code Method: 1 — A (Certification) Category: Exterior Door Assembly Sub— Category: Swinging Exterior Door Assemblies Product: Contours Steel Door, Wood Edge Material: Wood/24 Ga.Steel Product Dimensions: 74"x 80.75" Prepared For: Qk[,-]L U@` ` ;" § ince thai 11t i-"aPis< 0 R. 97601 ��et�trr►i��i S F. O Prepared by: Florida Professional Engineer#73778 _•*• ••• *Ole:• Date: 01/26/2015 C4 .. • Contents: Evaluation Report Pages 1 -5 ••.� 1 701�1 `� ••00:0 P g ty ,O�L'� �� Digitally signed by Hermes F.Norero:Pe6.. erero,P.E. •. Reason:I am approving this documetit • Flo;iei As. 737'}x600• Date:2015.02.0911:15:53-05'00' •••• o •••• . . BUILDING DROPS Date: 01/26/2015 A Perfect Solution in Every Drop Report No: 3392 Certificate of Authorization:29578 Manufacturer: JELD-WEN,Inc. Product Category: Exterior Door Assembly Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method(1)(a) Product Name: Contours Steel Door,Wood Edge (Impact) 74"x 80.75" Scope: This is a Product Evaluation Report issued by Hermes Norero, P.E. (FL#73778)for JELD-WEN Inc. based on Method 1a of the State of Florida Product Approval, Florida Department of Business and Professional Regulation- Florida Building Commission. Hermes Norero, P.E.does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions JW0509-03,signed and sealed by Hermes Norero, P.E. (FL#73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the current Florida Building Code, including the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing JW0509-03 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions JW0509-03 for size and design pressure limitations. . . •.•• ...••. • • •...•. •• • so*:* • • 0a00 s •• 6666• 6666•• • 9 60.• 96 ss 66 s• •6 ••••6• ;:**:*:Hermes Nbrero, P.E. •:• ' ' Flo'si&Je.73798"" 6.•Pige 2 of 4... • . . BUILDING DROPS A Perfect Solution in Every DropDate: 0 /2015 Certificate of Authorization:298 Report NOo:: 3 333922 Equivalence of Test Standards: Various test standards have been evaluated for differences in test methodology,if any, between tested editions of the test standards listed below and those editions referenced in the current Florida Building Code. JELD-WEN, inc. has tested their products to the following test standard edition(s): 1) ASTM E84-08 Chapter 35 of the current Florida Building Code references the following editions of the above mentioned test standards: 1) ASTM E84-09 After review of the above mentioned referenced standards and editions,it has been found that no significant technical changes have been made to the test standards that would affect the results.All referenced standards have been found to be equivalent.All materials test results meet minimum requirements of the current FBC including HVHZ provisions. Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For 2x wood buck substrate, use#10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50"into the wood substrate. B. For concrete or masonry substrate where one by(1X), non-structural,wood bucking is employed, use 3/16"diameter ITW Tapson type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to ac4igyp minimum embedment of 1.25"into concrete or masonry. ' . . 6666 6666.. Refer to Installation Instructions(JW0509-03)for anchor spacing and more t"111sof theMst311atior? requirements. •�'��• • 6666 .. 6666.. 6 . 6000 6 00 6..06 60.00. 6 . 66666 .. .. .. . Design Pressure: ' ' . 6666.. 666.66 6 Design Pressure • • :.00:0 0 00 0 Positive 60 PSF : 0'6 6666.. .. 6 6.6• 6 Negative 60 PSF • . Hermes Norero, P.E. Florida No. 73778 Page 4 of 4 8 NOTICE OF PRODUCT CERTIFICATION :►4 �c Company: JELD-WEN Exterior Doors Certification No.: NI011082-R1 3737 Lakesport Drive Certification Date: 05/01/2012 m Klamath Falls,OR 97601 Expiration Date: 08/31/2019 Revision Date: 05/05/2015 Product: "Energy Saver/Contour"Opaque Wood-Edge Steel Door w/or w/o Sidelite(wood frame) Specification:TAS 201/202/203-94 The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at iN"Ni.NamicertiGcntion.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI). Inswing Glazed Design Water rssile Test Report Number Configuration or or Maximum Pressure Test pact Drawing Number& Outswing O a ue Size Pos/Neg Pressure Rated:; Comments Ef+ "' eTLA-696w X O/S Opaque 3'2"x 6'10" +66/-70 10.0 psf ' L' __--- Max Panel Size 3'0"x 6'8" Single Installation Details.S-2104(1-8 OX/XO O/S Door-Opaque 4'5"x 610- +66/-70 10.0 psf Door-Yes CTLA-696W Max Panel Size,3'0"x 6'8" Single w/Sidelites Sidelite-Glazed Sidelite-No Sidelite DLO 6"x 5'3"(1/8"Tempered Glass) Installation Details.S-2104(1-8) OXO O/S Door-Opaque 5'10"x 6'10" +66/-70 10.0 psf Door-Yes CTLA-696W Max Panel Size 3'0"x 6'8" Singlew/Sidelites Sidelites- Sidelites-No Sidelite DLO 6"x5'3"(1/8"Tempered Glass) Glazed Installation Details.S-2104(1-8) XX O/S Doors-Opaque 6'3"x 6'10'" +57/-57 8.55 psf Doors-Yes CTLA-696W Double Max Farrel Size'3'0"x 6'8" Installation Details:S-2104(1-8 OXXO O/S Doors-Opaque 8'l l"x 610" +57/-57 8.55 psf Doors-Yes CTLA-696W Double%v/Sidelites Sidelites- Sidelites-No Max Panel Sin 3'0"x Sidelne DLO:6"x5'3"(1/8"Tempered Glass) Glazed Installation Details 54104(1-8) National Accreditation&Management Institute,Inc./4794 George Washington Memorial Higbway/Hayes,VA 23072 Tel:(804)684-5124/Fax:(804)684-5122 •"� • • 0000 0000•• NAMI AUTHORIZED SIGNATURE: •• •••�•� 000000 0000 00 0 •••••• • 9 • . • 00 00 00 00 • 0.0•.09• • • 00 .••.•. 9 0 0 •06900 90 • 0000 • • 9 T �{ }QQ 745'MAX.OA FRAME WIDTH 70.25'MAX.OA FRAME WIDTH �Lii% ♦W L�� SLGGI .875'lYP -- --.125' .75' .75'MULL 15.5'MAY. ME 36625"MAX.OA TTS . 15.5'M FRAME WIDTH PANEL WIDTH 36"MAX.OA ,875' J6'MAX OA 1d'MAX.OA COMTOFMSSTEEL DDDR.WDODEOGE W/ASTRAGAL PANEL WIDTH ».I M. PANEL WIDTH�I PANEL WIDTH 6',B"OPAODPODTSWIXODIPACT D00RFlMF75 DWiM6 NFTM0MTM0MWAC731OFL?fS 1I GENERAL NOTES ® ® ® ® ® ® U m O N liAf.TNE ACTIVE 6"MAX. qq THIS PRODUCT IS DESIGNED TO COMPLY WTTH THE CURRENT FLORIDA BUILDING �• 80• fj/ j/j OA O O. Z W LL CODE AND HAI BEEN TESTED IN ACCORDANCE WITH HIG4 VELOCITY HURRICANE 80' MAX WIDTH Y ZONE 4A417"AEGIARENENTS. MAIL/ WOOF:BUCKS H1'OTHERS.MUST RI ANCHGREO PROKE TO TRANSFER OA PANEL N012' W p Z LOADS TO FETE STRUCTURE 3 PRODUCT ANCHORS_HALL BE AS LISTED AND SPACED PER ANCHOR LOCATION HEIGfTTitElf>rlf OA. DRAWINGS.ANCHOR EMBEDMENT TO BASE MATEIRAL SPALL BE BEYOND WALL 81.25' ® 81.25' • 4 D.L.G. DRESSINGOH 5711- MAX. MAY. HOW 4 SEF TARI I ON THIS SHFIT'OR OFSIGN PRESSURE RATINGS OCA ® OA • 5.THIS PRODUCT kFE75 THE WATER RE00 NOT R FOR lMZONES. SEE FRAME FimME ;HE DESIGN PRESSURE CH4RT BELOW HEIGHT HEIGHr `6.DOORS ARE IMPACT RATED AND DO NOT RECTUM Mt4IA Mt-fiADE APPROVED IMPACT RESISTANT SHUTTERS. } ? MIAMI-OAOf APPROVED IMPACT RIS61ANI SHIITTFRS ARE RFOUIRED NOF S1DELlTES 8 SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFNgJRAITON SINGLE MIfSWMG O1PAT i A 0.75' 0.615 LRMERI kY 07(0X01 W/NON-Dv rn 0.625- SIDELTFES YfEWm FROM TERfOR RESIDENTIAL Utl5t1:ATEp STEEL U7(7fl IGwMrorlmau tr9me<orgryy�� f)DUBLE WE$p9NG IypAC71JfAT(XX) r7p5-j COMPDSTEEL OMSTRUCTIONS. ygWEp FROM IXIERIOR 107'MAX.OA IRAME WIDTH37.75'MAX.OA .75'MULL 15.5•MAX.OAl gc (-AM minimum i 620 ors,Gmerage Steel n Agd TT+AM'WIDTH — .125*. � BAR TTP. 4*VAX. FTLtYE WIDTH commercial auoely-ANG per ASTM 620 rah assuage minimum yield 36.625'MAX.OA1�C strength F ave 74,600 .875'TYP. 'PA MU OA PANEL WIDTH J6"MAX OA_ l4'MAX. TH Trd' Core design,Expanded poryslyrew,rfth 1.0 to 1.25 @s./cf derndly,by r P YAUM I W/A57RA� PANEL YBOTN I PANE7.WIDTH JEID WEN.INC 3 i Door PowJ Canstmctron The-cure ora—I-parrek ore ror96ucled Nom 24GA(0.020'mm.j galvdivZM steel The face sheet taps and bottoms are ® ® ® ® ® ® B.yAX & 1D bent 9P over the top and bottom rola The top LVL red meosues 1.67' side,1.042'high The stat bottom mi.is rod fornred 0.021•galrorozed °VACiNE ACTIVE D.L.O. Ts steel amoniumg 1.67'rine,I.21"h.gh. The sees of the face sheel are 80' 80 G WIDTH m!)fhr-d to the LVI Latch stile and Pontlemed Pine hinge stile which MAX, MAX 842 measure 167',TO'The mtena cavity is filled with poiWlyre. The OA. OA �125' C: face sheets are yfued to Inc polysryrehe PANEL PANEL z RW Life Garret The sash a construcled Than,24CA(0.020•rein.)9."eved HEiGHr fLIOFli MAX G;i 2 steel.The edges a, the tote sheet are hent 99 over the potystyrew core ® t3 Guk D.0. G and glow to d The srde6fe poneL me routed to receive the OOL Lip LRB 81.25 81.25' Frames or the opt-al Trinity Light Fromes.(See store'7 for 9" MAC MAX. HEIGHT details.) The Sfe Hamas are sealed r/OSD giozmg compound on Inc OA ® OA • Q �t3 ?EL' exfernr FRAME FTLWE Q o o �y Fr Me surfing 16an.the frames ore aatretmhe Noor PoMarosc nine jambs HETCHi HEXiIT G ,g = a H Measuring d en rise.4.ed!1.deep The Som and sftdche haat jambs ' ore moH6ed orM bptl joined to the side jambs aM oNaches with(3)16CA 2'x 7/76'crown w;re stades.The units use o slantlmd bump face Pemko fhreshdn mensning 4061"drop x 1 D'hgh the threshold.s afached to In e mama rich J 16GA.1'x 7 16'crow rte sl DOUBT£OII61fd01�ACi e T T uuy, uNR roxz•T Wi NON-a•acr ��"�� rAB:E of CrAVTFMT$ 0.675' 0.75' 0.625" ♦�� F, AA W o m SHi DESCAIPHON SMGLE OUISWTNG IMPACT UNfT(X) - pae: 1 GENERAL NOTES AND Ttt+ICAI,ELEVATIONS ONS TABLE 1. VIEWED FROM EXTERIOR Z4i.••y�G .}S�• •• • VERTICAL CROSS SECTIONS AND BILL OF MATERIALS_ DESIGN PRE6518¢RATING-11IM MOT' - :;''(Sj i { • p�.4 3 HORIZONTAL CRM SECTIONS d'BITfMTWN REGIS"6 NEEDED •., }. • 4 HORIZONTAL CROSS SECTIONS AND NOTES _ SdKE DOW UNIT X OX.X0,0X0} V T S 5 ANCHORMG LOCATIONS AND DETAXS ( web pet-70 psf �.1 Q 6 ANCHORTIG LOCATIONS AND DETAIS WINO '-w �� O,x, 7 GUZWG DETALS _. - ... _ 061RVL DOUR IAWT(XX OXX.--0) DIgIt4AY sgned hyHerrnef F.f4mem,PE80WING DROPS. B UNO N6 DETAILS WINO AM-09T(V.'r SIDLMS +57 pe/-57 gel mn:lam The= sV� a.e. �• F'Y s:•54-39$848 • 5-21 _ :20t5 a].1fi 17KG:4g-0SM rase g -4778 •'�•1•r' 8 0000•• • • 0000• •• •• •• •• 0000•• • • • • • •0000• 0000•• • • • 0000•• •• • 0000 • • 00 • 0.75'MIN CONCREIL/ 0.75'MIN. CONCRETE/ LIDS ➢£SCSIPILON EDGE DISI. r MASONRY 51 EDGE DIST, MASONRY 51 1 WOR STEEL FACE SHEET 24CA 0.020 STEEL 1.50• ^_ / BY OTHERS 1,50" BY OTHER 2 FRAME EIA7 FINGER,K%HTED PONDEROSA PINE WOW MIN. / MIN. 3 FRAME HINGE JPMB RINGER JOINTED PONDEROSA PI WOOD 1.250 EMB. 79 EMB. 19 4 FRAME UTCH JAMB FMGER JOINIW PONDEROSA PME WOW �- STEEL MAX. 6 4"X4'SIM HINGE 1'PFH MOOD SCREW HINGE TO DOOR „HIM �� • 20 f �/20 7 WOR UTCH STILE LVL m 4c.. •• I O C2) 0.26U" 44 8 OUTSIWNC PEMKO BUMP FACE THRESHOLD ALUMINUM 9 BRAD TRIM NM 16CA X 1 FOR MUL110N CAP ?o� MAX �/ / 10 COMPRESSION WEATHERSTRIP FOAM a W 11 DOOR TOP RAIL LVL S[ SEE DETAIL 7� - i 1 SHIM SEE DETAIL 7 32 12 WOR BOTTOM PAL STEEL ON SHEET 5 ON SHEET 5 13 DOOR HINGE STILE(RACER APITED PONDEROSA.PINE)._.__ _. ......_ 1 31 14- IC,1 3 4 PFH WOOD SCREW STEEL �7 EE NOTE SHT.04 29 SEE NOTE 3 CA 15 LOCK BLOCK FINGER JOINTED PONDEROSA PIKE WOOD M Y a 1 O SM.4 16 3/16-TRb TAPCON ANCHOR W 1 174'MIN.EMBED. S1EE1. 17 EXPANDED POLYSTYRENE 1.0 to 1.25 Ib.ct DENSITY BY JELD-WEN FOAM 1.750"MIN 1.750"MIN. 18 NOT USED PANEL TH< PANEL THK. 36 19 2x WOOD SUB BUCK WOOD 17 20 240.25'ROU'.THK.HIGH DENSRT PLISiIC OR GREATER SEF NOTE 2 ON 23 21 T 4 SERBS KAOB STEE1. 22 KWOW TITAN 700 SERIES DEAOBW.T NOT SHOB?! Sim SHL.4 38 23 1 1 2 PLASCREW ODL LITE Sim W Y'c 45 24 x 2 PFH MOOD SCREW STEEL 25 8 x 2 1 2"WH WOW SCREW STEEL' _ 0.125"MIN. 4 76 10 x 1'PFH WOW SCREW D4PERUIL ASTRAGAL TO DOOR Sim GLASS THK. 27 10 x 2'PFH WOW SCREW Sim 28 MULLION CAP wow NTERIOR (E IEWOR29 IN EK Rf SILICONE CAULK CR LAWRENCE J3 C SIUCONE £ -' R1 25' 80.0` 81.75' W0" 30 GLAZING COMPOUND l>SD BY OOL SILICONE 3 m MAX MAXOA_ MAX. SEE GLAANG MAX 31 BRAD TRW NAI i6GA x.314 FOR 3/8 WAITER.ROUND. STEEL �`- OA 32 JIB-WARIER ROM SWM STOP WOOD O.A OA DETAILS.SHEET .. FRAME PANEL FRAME 7�• PANEL JJ CORNER BLOCKS FOR STEEL DOOR BOTTOM R BOTTOM RAIL 1z o 141IGHT HEIGHT HEIGHT HEIGHT 34 SOILAGE KNOB SET F51 STEEL $iS 35 SCHIAGE DEADBOL7 8360 N07 SHOWN Sim n R S 36 SIDELITE STm FACE SHEET 24CA 0.020 WX STEED. J7 1[B TEMPEiPm GLASS(6Y PPG ... GOSS— SEE NOTE 2 ON 3� - —__— _ - SHT.4 23 38 OOL UTE FRAME A SPARTECHMULLI N BARk PP5530 C13 P.T.WO P. J9 PRESSURE TREATED MULLION BAR 3 4 x 4 9 16 x 81 1 4 P.T.MOW 38 40 ALUMINUM EXTRUDED ASTRAGAL EW BNERIAL ALUMINUM 80 41 ASTRAGAL STRIKE PLATE WPFRIAL STEEL 42 YALE KNOB HERITAGE SERIES STEEL R, 1 36 43 YALE DFA)80LT HERBAGE SERffS NOT SHOWN Sim 17 44 SMITE FRAME READ,SILL AND JAMBS(FINGER JOINTED PONDEROSA PWT) WOW � EE NOTE 6 ON 17y l'O $8 4 - 32 6 1145 2 INSUTATEDFPAME BY ITEMPEREO CUSS I BY G`VTRW1Y AWPAC CLASS Q l' EF NOTE 8 ON �6 47 TRINITY FOR 1' POLYPROP. f NOTE 9 ON 16\ 3 SHL.4 48 1"INSULATED TEMPERED GLASS BY TRINRY AMPAC GLASS SRT 4 SEE DETAIL 7 NOTE 3 49 tltE FRAME SCREW x 1 112.LONG PANWA BY TRINITY STEEL \ \ GLYING COMPOUND DOW 1199 SUCONE 12) ON SHEET 5 ON 4 51 10 WOW MVSTALIATKW SCREW W 1.50 ON.EMBEDMENT (�\ \ 31 52 WOR UTCH STRIKE PLATE • Rio=`.-7 0=S �ti \ .625 44 \� \\\\\ 53 DOOR UTCH DEAD WLT STR4�PLATE ttt t! $o _ 1.25' `�. � r":'��` •••••• 1Mm t-11-01� MIN. 1.25" •250'MIN• ( CONCRETE/ EMB I CONCRETE/ =* w �•*• • /��\� wro.erc. JWJ MIN. EDGE DIST' MASONRY MASONRY 'LILA• EWF DIST. BY DINERSTP � •' T U �x By.S.OAAFFFII EMB. BY OTHERS O'iG S+ p tO` IJ I-A�,VERTICAL CROSS SECTION VERTICAL CROSS SECTION �UXHG POPS.IN0. 5-21!4 WITH HIGH DAM THRESHOLD A7 SiDELITE SH �i Who^•954-Ag-84� save ! •For.91444-4738 s•'••2•,x 8 •••••• • • ••••• •• •• •• •• •••••• • • • • • •••••• SEE NOTE 4 25 19 20 52 7 01 15 p 1 42 34 13 6 5 6 3 20 19 2 ON�4 7 (IN SNl 4 \�� ` PANEL THK. l6 Y GMDASN�/ e BY OTHERS 7.75'MI a / �7 77 7 10 51 j j/ ° 0.75"MIN. "OGf D T '° ° / SEE DETAIL 5 SEE OETaL 5� °° EDGE DIST 1 1 ON SHEET 5 ON SHEET 5 n C HORIZONTAL CROSS SECTION �~ 0.750.MAX D HORIZOMAL CROSS SECTION 0250,FM% > J oN f SHIM LATCH JAMB TO BUCK HINGE JAMB TO BUCK m 50 MIN SHIM CONCRETE/ I FMRFO EMBED. �'�� MASONRY— BY OTHERS m SEE NOTE I & ON SHT 4 26 40 ASTRAGAL THROW BOLTS(2)TOTAL:(1 EACH) 15 n 7 40 52.7 1 15 214234 R 0.31'DIA x 9.0"LG.AT TOP&BOTTOM NACTIV ``` EXTERIOR ACTNE u9 gg SEENOSE 26 SHT a INTERIOR 10 a DETAIL 1 ASTRAGAL TO STILE ATTACHMENT ^ "� 1 7S0"MIN J NOTE.ITEM 24 NOT SHOWN THIS n g a PANEL THK NEW FOR,`tAi� l lj;o, SEE DETAIL , 9-11-01 SEF NOTE 4,. =��/: r,P0 ' F N.T.S. ON SHT.4[4 1 ON SHEETTHIS ,0 i 17 7 Prepaed By. asc a JWJ ev:S.SAFFnI EI IORIZONTAL CROSS SECTION ' 3 AT IMPERIAL ASTRAGALn.F BUILDING DROPS,INC. S-2104 s0j Phmm:954-399-1471 954-744-a731 9999 • • 9999 9999•• 9999•• •• • 9999•• • 9999•• • • • •9096• 9999 •• • • • •99• • •• 9999• •• •• •• 09 •60••6 • 00 0 •• • 696• • • SEF NOTE 4 - SEE NOTE 7 37 ON SHT 4 24�4\ 281 (4�T5� 7 I 15 214234 73 6 5 6 3 28 9 44 14 ON SHE 4 (t 4 4538 '-' \ EXTEROR \ 1.750"MIN � SEE NOEL 3 31`�\ \ \ \ ' EXTERIOR PANEL iKK 36 17 m ON SHT 4 o`� ag4N L SEE GLAZIN ING 36 �// \ WWRIOR I tO SEE NOTE 2 23 DETAILS. 7 �/ \\ 10 I S1 25 // \\ ON SM.4 / \ SEE NOTE 5 1 707 17 1 // \\ 29 SEE NOTE 6 SEE NOTE 6 29 // \\ ` 25 / \ ON SH7.4 ON SHT 4 ON SF(T 4 c- SCC OCTAIL 5 SEE DETAIL 5_/ � N ON SHEET 5 ' ON SHEET 5 39 0.150' SEE GLAZING 0.750 3g DETAILS,SHEET 7 F HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION S AT SIDELITE TO LATCH JAMB A7 SIDELITE 70 HINGE JAMB G 1' 'a g N K MOTES CONCRETE/ �° SEE NOTE 3I�n o SPACING FOR ITEM 126 THE 110 x i"PIH SCREWS ATTACHING THE IMPFRW 0.5TRAGAI TO THE INACTIVE DOOR K MASONRY 51 19 20 4 31 ON SHT 4 3 m A5 f OLLOWS FROM EHE TOP GOWN&THE BOTTOM UP. 1 U',2.5,4.0',5.5', 13.0', 18.0'&26.0' BY OTHERS SPACING FOP ITEM 123 THE 18 r 1 1/2'PLASCREW IS AS FOLLOWS: 32 36 38 4 4 SEE GLAZING TOP&BOTTOM HORIZONTALLY SIDELITE PANEL'3.0"IN FROM EACH CORNER. DETAILS,SHEET 7 ON THE SIDES,VERTICALLY.FOR THE SIDEUTE PANELS:3.07, 13.0 26.0",39.07.52.0"&63.0'. 3, SPACING FOP ITEM 131 THE 16GA x 3/4'BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDEUTE AND 6 g ITEM 19 THE 16GA,X I'BRAD TRIM NAIL ATTACHING THE MULLION CAP TO THE MULLION BAR VERTICALLY,IS AS 1 \ EXTERIOR FOLLOWS: 701'&80TTOM HORIZONTALLY(FOR THE 3/8'QUARTER ROUND); 1.25'IN FROM EACH CORNER WITH ��nn (1)NAIL MID-SPAN. ON THE SIDES VERTICALLY jFOP BOTH 3fb"QUARTER ROUND&MULLION CAP); 1.25°FROM EACH END&SIX MORE EQUALLY SPACED ON THE FIELD 4 WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM 125,A 18 x 2 1/2'PFH WOOD SCREW. 0.125'MIN. INTERIOR WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SDELIEE JAMB AT THE MULLION USE ITEM 124,A 18 x 2' \ GLASS THK. PFH WOOD SCREW. \\ a 5 SPACING FOR ITEM 125 THE 18 r 2 1/2°PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, •a z 3 5 AS FJ,LOW5'6.0'FROM EACH VERTICAL CORNER WRH(4)MORE SCREWS EQUALLY SPACED ON THE FIELD, SEE NOTE 2 23 / ON SHE 4 i THE SIDELITE PANEL fS SFCURED INTO THE SIDEUTE JAMB W/.REM 129 SILICONE CAULK ON THREE SIDES AND HORIZONTAL CROSS SECTION 3/R"0 ARTFR ROUNDS VrIWO WITH ITEM 131 BRM TRIM NAILS x 3/4'1ONG. \\\ cI ELITE TO BUCK 0.75"MIN. \ SEE NOTE 6 YSfl�7n� .- WHEN ATIACHING IHE HINGE t0 THE JAMB AND BUCK USE ITEM 127,A 170 r 2'PFH SCREW. WHEN ATTACHING EDGE 01ST �> '\ 29 ON W.4 F �A7jx" THE HINGF TO IHE IAMB AND SOLLIfE JAMB AT THE MULLION USE ITEM 114,A 170 x 1 3/4"PFH WOOD SCREW. 9 SPACING FOP ITEM 149 THE 16 r 1 112'PANHEAD SCREW(TRINITY LITEFRAME)IS AS FOLLOWS. f e SEE DETAIL 5 ?�x4;••••4 aTE 9-t i-01 i ` ?-2`:45 k�••',PO,. swf'• N.T.S. ""LT.LITEFRAME FROM THE TOP DOWN VERTICALLY.3.25°, 18.0625'.12.81157,47.5625"&62.625". ON SHEEP 5 ,N 7 ! Relwred 8y. SiDEUTE UTLTRAb1E TDP&BOTTOM FROM THE LEFT'ONE(1)SCREW AT 4.4375'. ?*. i*= wm,er JWJ _0.250'MAX 3 ALTERNATE CONCRETE/MASONRY INSTALLATION ANCHORS OF EOIAVAC£N7 PERFORMANCE CHARACTERISTICS CAN BE _ SHIM T C er S.SNEEDt USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. < 1�.MIPI :�O•••; P 4u�� ® D11A0A�NQ. 10.USE ITEM 151 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEM&JAMBS. USE ITEM 125 WHEN INSTALLING INTO EMBED i'� R.y �� BLUING DROPS.INC 5-2104 MULLIONS. USE REM 116 WHEN INSTALUNG INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. 'SVS Phone:954-399-8478 954-744-4736 sr¢n 4 n 8 • • 0000 •ee••e 000.0• •• • O•eO•• • 000.00 • • • •e•••• 0000 •• • • • • • • • • 0000 • •• 00.00 0000•• • • ••e•• • • • • • •• •• 0000 0000•• • 00 00 0 0000•• • • • • • • 0000•• 000.0• • • • 0000•• 74.50"MAX CA. FRAME WIDTH 70.25"MAX OA FRAME PADTH SEE DETAIL 2 f ON THIS SH. r ONE THIS SLHT 4.50"m— 9.00 1YP. >s' _ I 3.00' 6.00 TYP. m¢^ TP 00'TYP. _ 46.58° — 3 SEE DETAIL 4 6.00" I 6.00'ttP.--�1 7Tp, --3.00'm. $ «gi + '��TP' ON THIS SH7. W a _ 6 TYP. 1 I '.III I 1 I I I I I 7.375' 6 TYP. 1 I I 1 1 1 1 1 7.375' _ — — �' 51 wa s 1 51 TYP. _z IYF. lYP 31' S — INOTE 5 5 SPACES SEET4 SPACES ®13.85'@ 13.85' SEE HIS S T. SEE DC7AIL 5 ON 7HIS SH. — �— Oghv — — 31.25' — /-ON THIS SHT — 81.25' J MAX MAX DA RIME ; 1 HE�j 15.50' LEI IF _ 5.50'1 / S z 31* 36.625' 7 6 36 625' 16 I rII TYP. rf1 � $ — --3.'JD•TYI'. Vo 3.00-TYP-- .00'TYP. Oil - 6.00 7.00'TYP.---- 11'125" 3.00' 7.00'TYP. TYP - — -- — o-- 15'MIN. 6_o i C-SINK. n Fv SEE DETAIL 3 / ON THIS SH7. / \ } SINGLE DOOR WITH SiDEi7TES ANCHOR LOCATIONS DOUBLE DM WITHOUT SIOELIIES ANCHOR LOCATHNdS VIEW FROM IN7ERION VIEWED FROM INTERIOR 53 53 SEE NOTE 10 _ 25 n _ 14 27 SEE NOTE ON SHEEP 4 — 7 SHEET 4 / 0 0 11 \� 11 \\ w•�S F TI14j4��OUNDETAIL TERSINK FOR INSTALLATION ANCHORS o^o o~ / \ ^^ 5.50' 1 1 24 5.50 I I 2425 :�0 .. y} o' F --- NTS 1 _-_ _. \ SEE NOTE ,. FtiePuad BY: 4 SHEET 4 =*. — •k= oac.er. JWJ W:S.SAFFFI I 52 DETAIL 2- ®HEAP JAMB DETAIL 3-9 THRESHOLD Dk7Nl 4 D TATE 5 DETAL 6 'aw BLUM DROPS.INC. S-2104 ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE HINGES i0 JAMB&DOOR STRIKE PLATES i0 ASTRAGAL STRIKE PlAlES TO JAMB S P 1-. 94--389-8488 � xr2 For.954-744-4738 vrtrr 5 - 8 • • •••• •••••• • • • • •••••• •• • •••••• • s••• • •• ••••• •••••• • • ••••• • • • • •• •• •• ••• •••••• • •••••• • • • • • • •••••• •••••• • • • • • 107.00"MAX.OA FRAME WIDTH 37.75'MAX.OA 'm X1 . . BE EWE WIDTH ~ m • -�•�SEE OFTAII 2 ON SHEET 5 Z Q 4.50*TYP. )Q 16.41'TYR ON SHEETL54 3.0 Y LL 3.00'T .00'Il'F. 13.41"i1P. 6.00• .00•TYR 6.00"TW. TYR TYPP, .00"Tm- - - --3.00"TYP. + SEE DETAIL 4 a 6 nP. I I l I III III 1 I 11 I 7.375' 6 f 6 ttP' ——� — 7.375' ON SHEET 5 5151 51 ` TYR — _ TYR TYR _ 6 5 SEE NOTE 5 31" 5 SPACES 31' �S ESP185 • 25 ON SHEET 4 ®P� ® 11.54CES " - - I p SEE DETAIL 5- 8125" SEE DETAIL 6 ;{ MAx ON SHEET 5 MAX ON SHEEP 5 ggg ba O.A. FRAME FRAME 550' 25 `- - Hi 5.50' IICI ITT - - II Jt' - - 31` I L§ z 36.625' i6 36.TYR 625` 16 & o _Y . II I I I 11 I I I 3.00' J.00 1 .po'TYP. ` 6.00` 3.00'TYP-- ;— 7.00•TYF zoo•71. 3L rm. TYP. o SEE DETAIL 3 SINGLE DOOR WITHOUT SIDELRES ANCHOR LOCATIONS s ON SHEFT 5 NEWm FROM IHEER(OR DOUBLE DDDR 87tH ID i ANCHOR OCITIONS Rum NEWEO FROMINTERIOR WL ZN 7�;•* P,eW d&f. scar N.T.S. wea e. M TAT Q aa.ar:S.SAFFFI i w.i. 8U4DING OM.INC. S-2104 +V, P6_ 954-398-8478 reef .usre Fac 954-744-4738 s4;n 6 or 8 0000 • 0 0000 0000•• 0000•• •• • 0000•• • 0000•• • • • 0000•• 0000 •• • • • 0000 • •• 0000• 0000•• • • 0000• • • • • • •• •• •• •• 0000••• 0000•• • • • • • • •0000• • • • •0000• 00 • 0000 • • 7 50 3O Y 1 50 I > EXTERIOR m 0.725'MIN. Z�eri r TEMP.GLASS g 1 HICKNF.SS $W Y INTERIOR 0.50' GLASS Y BITF 17 29 50 29 46 50 3&23 SEE NOTE 2 ON SHT.a EXTERIOR 0.500'MM. GLASS THK. 0.125"TEMP. GLAZING DETAIL 1 0.250"AIR � 001 LITE FRAME SINGLE PANE GLASS SPACE �d a 1/8"TEMPERED GLASS gg SPAR $ z z R7LYCOM PP55P5530 C13 381 m .25'x.50' 0.125"TEMP. INTERIOR „ 0.50 INTERCEPT GLASS GLASS STEEL SPACER $ 50 BITE �I a �� 50 45 49 SEE NOTE 8 t 1 7� 29 297 48� ON SHi.4 FXTFRIOR \ 0.125"TEMP GLAZING DETAIL 2 GLASSTRINITY LITE FRAME 1/2°INSULATED TEMPERED GLASS LUPOY EU-5007 1.000 MIN. AIR �1 k 1 GLASS THK. 750' SPACE 45 0 0 \ + 0.125TEMP S 7 .75°x.50' "INTER i ALL GLAZING CONflGURATIDNS ' a 3 INTERIOR 0.50"STEEL SPACER GLASS SHALL COMPLY WRH SAFETY a n GLASS GLAZING REQUIREMENTS OUTLINED o 0 BITE ` IN FBC SECTION 2406. 0 47 49 SEE NOTE 8 ``p4a4❑44477h ON SHI 4 ` ES F. 7j4 �Q�A.•.• ,Q�� Mrt 9�1I-01 GLAZING DETAIL 3 " ,� �� :. Prep—d By. N.T.S. TRINITY LTTE FRAME -* ;*: mac.er. JWJ 1°INSULATED TEMPERED GLASS ='i! T T qk ✓t= p.x.9r:S.SAFFFII LUPOY EU-5007 40 BUILDING DROPS,WC. S-2104 +V� Ph—954-399-8478 a Basra For 954-744-4738 scan 7 or y 6666 • • 6666 6666:• • • • 6666•• 60 • 6666•• • 666600 • • • 6666•• 600000 • • • • • 0 • 6666 • ••• 06•00 00.09• • • ••••6 • • • • • •000•• •000•• • ••• •• •600•• 6 • 60 • 000• 0 0 0 0 • 1.670'- LIN70*- 1670 - `1.610•- -- 4.5625° _T2.188° 1.2,c ,.000" 1.000 1.042. �'✓/ //// / /// 0.750• + ,R I F/ // 0.50.510-0° yw DOOR BOFlOM RAIL DOOR HINGE STL t2 13 FINCER JOINTED PONDEROSA tl H STIL£ 11 DOOR ITOP RAIL 2 3 WHO JAVB Z j 24(A(U 021)STEfI O PINE WOOD FlNGER JOINTED 4 44 PONDEROSA PINE W M 0.513• 'oi3" ~II~0.125" W _ C f.G45"- 0.520" T i I` I p_38p• I 0.500• 1.544' 1.544 1.r2.621'�-- CORNER 0.831' 1 t ' 0140 I 1.750^- I-- 1.750•-, 0.530'- 2.521'- `�2.519•--33 BLOCK FOR 10 COMPRESSION WEATHERSRTIP �11/2•IG TRINITY UTE FRAME 47 1"i.f 7 WITY 1 >L LITE FRAME STEEL BOTTOM WUL SCHIEG£_0-LOM ODS 650 POLYPROP PoLYPROP. 38 PoLYPRQP. _ I�� o MDF z 3.0"LONG TRINITY PLASITC LITE KIT MATERIAL TRINITY PLAS7IC LITE KIT MATERIAL ODL PLASTIC LITE KR MATERIAL IAPPROYE, UNDER bw L0B2EXI IPPPROVED UNDER NOA A07-0828.011 APPROVED UNDER NOA j10-1209.01 1 - 1.25C" 1.109" 0.868" -� Ti 0.482° 0.565• ®0.375" --I -U 624' ® O 0.375°--) I� 1 1 O 0318"QUARTER ROUND ) , 1.75G` 2O 1.736'0.675 I PINE 2�• l� O a `a ASTRAGAL HAS TWO 0.3125° oI 2.137.1.012 DIA.z 9'LONG BOLTS; O I O O 1 ON TOP. 1 ON BOTTOM ® O �I 1.375• I-- 1_.__._. If St I-----�1.025" -I 1.381" - 0°0.097' -1 F� �• 'G 4.000" 6 0 ASTRAGAL -TRACE'` T IK (IMPERIAL LATCH STRIKE PLAMACER STEEL BUTT TE DOOR LATCH DEAD 40 41 F P07E 52 (.57�BOLT STRIKE PLATE 28 MULLIOPI CAP 5 HINGE ��r O 6063-T6 ALUMINUM @(IMPERIAL 0.125 STEEL) STEEL v STEEL OPINE(81.25°LONG) O4"z 4"z 0.097"M.STEEL Y z 11.875° 1.710'- \\\\\\ 0.582• 1.000^ HHAARDWARESWITH USED /�j%j 4.041" ' 1 g z0.111 BUMP FACE THRESNOLp iZw- o= e ,.Nu -BY PEMKO �W '$ 4.000 //// tis WOOD INSERT ,o a //// ��"•• .„p�, are: 9-11-Ot /t //// - Z'•,'NY7 r7g7'O�_ Preauad 8y. srcir' N.T.S. WOOD LOCK BLOCK BUILD=fin•wc. 5-2104 15 FINGER JOINTED PONDEROSA PINE �, Phone:954-399-8478 .zes�a For:954-744-4738 •00• • • 0000 0000•• •••••w •• • 0000•• • • • 0000•• • 0000•• 0000 •• • • • so • • • • • 0000• 0000•• • • ••••• •• 00 •• •• 0000•• • 0000•• • • • • • • •0000• 0000•• •• • 0000 • • BUILDING DROPS A Perfect Solution in Every Drop Date: 02/02/2015Report No: 3398 u` Certificate of Authorization:29578 Manufacturer: JELD-WEN,Inc. Product Category: Exterior Doors Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method(1)(a) Product Name: Contours Steel Door,Wood Edge 107"X 81.25" (Maximum) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for JELD-WEN,Inc. based on Method 1a of the State of Florida Product Approval, Florida Department of Business and Professional Regulation- Florida Building Commission. Hermes F. Norero, P.E.does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions S-2104,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the current Florida Building Code, including the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this door product complies with Section 1609.1.2 of the current Florida Building Code and does not require an impact resistant covering on outswing doors. 4. Non-Impact sidelites do require an impact resistant covering when used in areas requiring wind borne debris protection to comply with Section 1609.1.2 of the current Florida Building Code. •�•`� g ....�. 5. Site conditions that deviate from the details of drawing 5-2104 requ+r�fKarther en gNe.grin . analysis by a licensed engineer or registered architect. •,.... '..'.' .••••• 6. See Installation Instructions S-2104 for size and design pressure limitavams. • .... . .. ..... 41 ...... . . ..... .. .. .. .. ...... ...... HerTnes F,'Alasoto, P.Eil :•••`:FloridjK4 7377$••••; '.Ra'g42 of 4 BUILDING DROPS A Perfect Solution in Every Drop Date: 0 /2015 Certificate of Authorization:29578 Report Noo:: 3 333988 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For two by(2X) wood buck substrate, use#10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by(1X), non-structural,wood bucking is employed, use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. Refer to Installation Instructions(S-2104)for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure XX,OXXO X,OXO,XO,OX Positive 57 PSF* Positive 66 PSF* Outswing Negative 57 PSF Negative 70 PSF *Units meet water infiltration requirements corresponding to noted design pressures. 0000 . . 0000 0000.. 0000.. :0000. 0000 .. 0000 . .. ..�..• *Goo: • ' He'rmes AooAro, P4 • ��•'•� Florid..ly9.73778 0 0 Dag*4 of 4