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WS-17-749 1 P 4 Permit NO. WS-3-17-749 �etjO";xs y,� Miami Shores Village Permit Type:Windows/Shutters 10050 N.E.2nd Avenue Perini rk Classification:Window/Door Replacem Miami Shores,FL 3313&0000 Permit Status:APPROVED Phone: (305)795-2204 Issue nate:7/6/2017 Expiration: 01/0212018 Project Address Parcel Number Applicant 220 GRAND CONCOURSE 1132060133520 DOUGLAS TURKEL Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell [LGIONG 220 GRAND CONC MIAMI SHORES FL 33138 Contractor(s) Phone Cell Phone Valuation: =6,000.00SURTREAT CONCRETE RESTORATIC (954)772-9009Total Sq Fee Type of Work: INSTALLATION OF 5 IMPACT WINDOWS Available Inspections: No of Openings:5 Inspection Type: Additional Info: INSTALLATION OF 5 IMPACT WINDOWS Window Door Attachment Classification:Residential Final Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.60 Invoice# WS-3-17-63375 DBPR Fee $2.25 03/20/2017 Check#:2123 $50.00 $126.10 DCA Fee $2.25 Education Surcharge $1.20 07/06/2017 Credit Card $ 126.10 $0.00 Permit Fee $150.00 Scanning Fee $12.00 Technology Fee $4.80 Total: $176.10 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 AF AVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructi n n zoning. Futhermore, I authorize the above-named contractor to do the work stated. July 06, 2017 Authorized Sign ure:5wner / Noplicant / Contractor / Agent Date Building Department Copy July 06, 2017 1 Miami Stores Village 7MAR � ��Building Department 10050 N.E.2nd Avenue,Miami Shores.Florida 331382 0 2017 \\� Tel: (305)795?244 Fax: (305)76.897_'• �,Y -- — -- INSPECTION'S PHONE NUMBER: (305)762.4949 ti-TILDING. �C 20IQ Permit No. V �S I -.�"L--rte PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: 220 GRAND CONCOURGE ON: Miami Shores County: Miami Dade Zip: 33138 Folio.+Parcel#: 11-3206-013-3520 Is the Building Historically Designated: Yes NO� _ Flood Zone: OWNER:Name(Fee Simple Titleholder):DOUGLAS TURKEL& GIGI FONG Phone#:305-332-9494 Addretiti:220 GRAND CONC City:_MIAMI SHORES State: FL Zip: 33138 Tenant/Lessce Name: Plionet!: Email: CONTRACTOR: Company Name: SURTREAT CONCRETE RESTORATION Phone#: 954 772 9009 Addres11: 196 NW 69TH TERRACE City: MARGATE State: FL Zip; 33063 QualificrName; HELEN J GANNON Phone#: State Certification or Registration t;: _Certificate of Competency#:CGC1507376 Contact Phonett: – 71 a- 009 Email Address: assuredstorm@comcast.net DESIGNER: ArchitectTngineer: Phone#: Value of Work for this Permit: $6000 Square/Linear Footage of Work: Type of Wi)rk: ❑Addition ❑Alteration ❑Ncw ❑RepairiReplace ❑Demolition Description of AVurk: INSTALLATION OF 5 IMPACT WINDOWS Color dirt We: �sss.t&3�:aF iF4: R•»:t:isi:':J:-J.•a:-l:at•Y.•/:y:X4•x7:�eY7!•a'n'e fF9F a4FL'eti�t*dFdF�**�:�:i�id:*�*A•:.•.�r:..a�:�:9:Y:•F.•:::5.1:�:'t9roYfa!•:h•kt'e:lrflrb Submittal Fee$ O Permit Fee$ O CCF$ O CO/CC 5 Scanning Fee S Radon Fee S� DBPR S Z. = Bond Notary S Training/Eduention Fee S J� - Laechnology Fee S 4o Double Fee.fin Structural Review S TOTAL FEE NOW DUE Bonding Company's Name(if applicable) _._......._.___._.__ Bonding Company's Address City state Zip /Mortgage Lender's Name(ii-applicable) Mortgage Lender's Address City State _.. Ztp - Application is thereby tnadc to obtain it permit to do the work and installations as indicated. 1 ccrtify that no work or installation has commenced prior to the issuatice of a permit and that all work will be performed to meet the standards of all laws regulating construction in thin jurisdiction. I understand that a separate permit must he secured for rLECTRICAL WORK,PLUMBING, SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERSJANKS and AIR C:ONDITiONFRS,ETC..... OWNER'S AFFIDAVIT: l certify that all the foregoing information is accurare 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." Motive to Applicant: As r+ condition to the issuance of a building pennil with an cstnnalecl value exceeding y2500, the applicant nhrrst .pr•onlisa in grxrd faith thin a coPy,of the notice oj'conhnrencVnie t and construction lien larbrochure will he delivered to the person wha,cep+nlrerti iy subject to ctttachh+tent. Also. a certified copy-of the recorded notice of c�oirm+encer++ent n/t+.st be posted at the job sire for tire fire insspeetion which occc sen'en (7) days abet- the lhuilclitrg perwit Ly isyuefL In lite absence of'such posted notice, the in,spectiou~will riot Le appr-ot?ed art a •cinspectiou fee it:ill he clhcrrged. ignaturc „ Signature Owner or Agent tttractor The foregoing instrument was acknowledged before me this of The foregoing instrument was acknowledged before me this 1 S day of MLt& 2t 1],b1' 1)oua l CtS�y Q.� day of 20��..,b)'_. �1 e Vt U1�° /1 r� t Ove who is personally lutown to rhe or who has produced�_ who isCONS0111111V o nue or who has produced As identification and who did take an oath. as identification and who did take an oath. NO LTC: NO A hIFBLIC: r Sig _....___.....J...._1. Print: /f--S Print: I^ r\ ►m►'la {')f ( S .. 4-- tiIv Colnlni.ssion Ex ` es; Yar,_ Notary Public State of Florida My Cnmmi, 20 �+� Christine M Roberts zoo�Y°�i�n Notary Public State of Florida f, o� My Commission FF 024428 Christine M Roberts 'eo� Expires 06/22/2017 c AK My Commission FF 024429 OF� o° FF7�p rgQ 12/2017 APPROVED BY 1. ._._......__.. Plans Examiner - _ ...-,-__-__. zoning Structural Review Clerk (Rrvisied 5!I12012)(Revised 71101?007) Miami Shores Village Building Department • • � 10050 N.E.2nd Avenue Miami Shores, Florida 33138 ��,,; a►Ns°, Tel: (305)795.2204 Cp]tipA Fax: (305)756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc.Inspector will also verify anchor type,edge distance, embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowl dgement: eke q lWofl alifier/Ow r Signature Date Print Name Mar 20 1712:47a Helen Gannon 954 933 6649 P.1 I D® CERTIFICATE OF LIABILITY I SURANCE DATEO(3N/0N401D117 YY1 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY ANP CONFE RS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, ND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CC NSTITUT CONTR kCT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the poil cyyyI Res)mu have ADDITIONAL INSURED provisions or be endorsed. tf SUBROGATION IS WANED,subject to the terms and conditions of the pricy,ce In policies may require an endorsement. A statement on this Certificate does not confer rights to the certificate holder In lieu of Such a dors.- n s. PRODUCER NCONIIACT AMF- Pettineo Insurance Agency,Inc. 9 4-493-9424 FAX I• 954-493-8968 IL 2430 E Commercial Boulevard Fol'Lauderdale,FL 33308 1 1 INSURERtSJ AFFORDING COVERAGE NAILS msuRERA: Cin tonSpec!alIns.Co. INSURED INsuREFta: T veiers 27998 Concrete Restoration Team,LLC. INsv Rc: Ishire Insurance Com n D/B/A Surtreat Concrete Resonation INSURERO: 2400 NE 16th Street#201 1Nau ERE: Pompano Beach.FL 33062 'M'ql PRIERF: COVERAGES CERTIFICATE N U MBER: IREVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSU TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN EDUCEP BY PAID CLAIMS. WSR TYPE OF INSURANCE S UCY NUM PO CY F POLICY XP LON173 X COMMERCUIL GENERAL LIABILITY UMMI)h YM EACH OCCURRENCE S 1 LOO 00 AGE TO Ktril7LU _ CLAIMS-MADE O OCCUR PREdI�S[Eaa¢�rren:el $ 100,000 X PRI MARY AND MED ERP(Any oneperson) 5.000 A NON CONTRIBUTORY Y YJ VBA507116-00 1212316 12/23/17 PERSONAL 6 ADV INJURY s 1 000 000 GEN'L AGGREGATE LUT APPLIES PER: j GENERAL AGGREGATE 3 2,000.000 X POLICY❑X PRO-JECT 1 LOG I PRODUCTS-COMPJDPAGG S 1 GOO 000 I s 0 OTHER IN I. S 1,000.000 AUTOINO BILE LIABILITY 7 ANY AUTO BODILY INJURY)Per person) S 0 OWNEO SCHEDULED y BA_gH112248-16-SEL 12/1016 12/10117 Bar LYINJURY(Peraccidenq S C B AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMA 3 0 AUTOS ONLY AUTOS ONLY s 0 UMBRELLA UABoccua I EACH OCCURRENCE s 3,000,000 X v ,. C E(CEss LUB I CLAIMS-MADE VBA431782-00 12123 16 12/23/17 AGGREGATE 3 3 000 400 OED I I RETENTION 5 0 i S WORKERS COMPENSATION I PTA OTH- ANO EMPLOYERS'L'ABILm ANY PROPRIETOR)PARTNERfE7CECUTIVE YQ N)A E_L EACH ACCIOENi S 0 OFFICERNMEM116t EXCLUDED? Mandatory In NH) j EL_OI�AS£-EA EMPLOYEE. 0 L K yes.describe0 ONOE.L. SCPT I DESCRIPTION OF OPERATIONS)LOCATIONS/VEHICLES IACORD 101,Adddlonal Renadm SeUedule,mall be aft ehed it inure apace is required) Window and Door installation CERTIFICATE HOLDER CANCELLATION Miami Shores Village SHULD AN OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 10050 Northeast 2nd Ave TH EXFIRj TION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores,FL 33138 A=ORDANC E WITH THE POLICY PROVISIONS, AUTHORIZEDRE ESENTATIVE i 1988-2015 ACORD CORPORATION. AU rights reserved. ACORD 25(2016103) The ACORD name and logo are registered arks of ACORD k i I , I Mar 20 1712:47a Helen Gannon 954 933 6649 p.2 STATE OF FLORIDA �F DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 ��•���'`` 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 GANNON, HELEN J SURTREAT CONCRETE RESTORATION 196 NW 69TH TERRACE MARGATE FL 33063 'Zongratulationsl With this license you be=ie c" e*tt s nearly rxf ,4. •, •v� , .: one million Floridians r:censed by the Department of Sus ness and Professional Regulation. Our proiessiana!s,an businesses range R, from architects to yacht brokers,frorn boxers tc barbe ti STATE OF FLORIDA ue q restaurants,and they keep Florida's economy strong. DEPARTMENTOF BUSINESS AND •�* PR©FE9Staf1#t-l2E.GULATION Every day we work to improve the way we do business in order CGC1S07378 ... ' ''. .x. to serve you better. For information about our services, pleaseU 05/30/2D16 log onto www.myfloridaticerimcom. There you can find m information about our divisions and the regulations that impactore "EFTED uRAt.CONTRACTOR You,subscribe to department newsletters and learn more about CA'N`ON'HELEN" ^ the Department's initiatives. UFTREAT CONCf ETE:RES-IIQ Our mission at the Department is:License Efficiently,Regulate Fairly.We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, 15 CERTIFIED under the provisions Of Ch.453 Fs. and congratulations on your new license! rnTk-afiandsb :AUG 31.zona uea� ru'_ss DETACH HERE RICK SCOTT, GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD =15M76 - ,t The GENERAL CONTRACTOR. Named below IS CERTIFIED r Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2018 GANNON, HELEN J SURTREAT CONCRETE RESTORATION 2400 NE 16TH STREET . UNIT 201 POMPANO BEACH FL 33062 ISSUED: 05/30/2016 Y DISPLAYAS REQUIRED BY LAW SEQ# L1605300000096 Mar 20 17 01:05a Helen Gannon 954 933 6649 p.1 Mar 20 17 12:53p SCRf 9547847773 p.3 p , mpano � 1poic.� Florida's Warmest Welcome CITY OF POMPANO BEACH BUSINESS TAX RECEIPT FISCAL YEAR: 2016-2017 THIS IS NOT A BILL Business Tax Receipt Valid from: October 1, 2016 through September 30, 2017 4/16/2016 4461352 SURTREAT CONCRETE RESTORATION VIGNTE,THOMAS J 49 N FEDERAL HY PMB 367 POMPANO BEACH FL 33062 ThIS IS YOUR BUSINESS TAX RECEIPT. PLEASE POST INA CONSPICUOUS PLACE AT THE BUSIAESS LOCATION. BUSINESS OWNER; CONCRETE RESTORATION TEAM LLC BUSINESS LOCATION: 2400 NE 16th St.,*201 POMPANO BEACH FL RECEIPT NO: CLASSIFICATION 17-00088804 CONTRACTOR GENERAL{GC) NOTICE: A NEW APPLICATOi MUST BE FILED IF TKE BUSINESS NAME,OWNERSHIP OR ADDRESS IS CHANGED. THE ISSUANCE OF A US�INESS TAX RE:CEI PT SHALL NOT BE DEEMED A WAIVER Or ANY PROVISION OF THE CITY CODE NOR SKALL TYE ISSUANCE OF A BUSIN ESS TAX RECEIPT BE CONSTRUED TO BE A JUDGEMENT OF THE CTTY AS TO THE COMPETENCE OFTKE APPLICANT TO TRANSACT BUS[fiM THIS DOCL, ENT CANNOT BE ALTERED. BUSINESS TAX RECEIPTS EXPIRE SEPTEMBER 30' OF EACH YEAR Mar 20 17 01:05a Helen Gannon 954 933 6649 p.2 ® DATE(MUDDMYY) AC� AC� CERTIFICATE OF LIABILITY INSURANCE 3/4/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies ntay require an endorsement A statement on this certificate does not confer rights to the certificate holder in I leu of such endorsements). PRODUCER SUNZ Insurance Solutions, LLC. ID: (Ally) NAME Melissa Ash c/o Ally HR, Inc. PHONENo. 904-739-2722 iV No: 904-262-2760 9016 Philipps Hi hwaY E-MAIL Jacksonville, FL 32256 ADDRESS: mashODmatrixonesouroe.com INSURER 3 AFFORDING COVERAGE NAIC A INSURER A: SUNZ Insurance CDMPanY 34762 INSURED INSURERS_: Aspen IZe-London_=Best RaG ig"A+" Ally HR, lip INSURER C: Chaucer Syndicate-Lloyds-Best Rating"A+" 9016 Philips Hwy Jacksonville FL 32256 INSURER D: Faraday Syndicate-Lloyds-Best Ratin "A+" INSURER E: INSURER F,. COVERAGES CERTIFICATE NUMBER: 28503081 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ADOL INSRI TYPEOFINSURANCE POLICY NUMBER POUC EFF MIMlDI YlYEXP LIMITS COMMERCIAL GENERAL LIABILITY EAGHOGCURRENCE S CLAIMS-UADE 7 OCCUR I I _ oN.tD ce) S r i MED EXP(Any one pomorl) $ PERSONAL&ADV INJURY S GENLAGGREGATE LIMIT APPLIESPER: 1 GENERAL AGGREGATE $ POLICY 1:1 JET LOC PRODUCTS-COMPIOPAGG S OTHER: Is AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT s Ea ecciden ;_moi ANY AUTO BODILY INJURY(Per person) S ALL OWKEDSCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) 5 NCN-OWNED PROPERTY OAMAI;E S HIREDAUTCS AUTOS Peraccltle.t b UMBRELLA UAB OCCUR 1 EACH OCCURRENCE $ EXCESSLIAB CLAIMS MADE I AGGREGATE S DED RETENTIONS 3 A WORKERS COMPENSATION WCPE0000032303 1/1/2017 1/1/2018 �/ ER AND EMPLOYERS'LIABILITY YIN WCPE00000323 02 1/1/2016 1/1/2017 ` ANY PROP RIETORIPA.RTNERIEXECUTIVEE.L.EACH ACCIDENT E 1,000,00 OFFICERMIEMBER EXCLUDED? r NIA (Mandatory in NH) E.L.DISEASE-EA EMPLOYE S 1,000,000 Hies,describe under DCSCRIPTIO'd OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S 1,000,000 B Workers Compensation This is for informational purposes C Excess Coverage and nothing shall Create any right D i under such reinsurance. DESCRIPTION OF OPE7iATIONS1 LOCATIONS I VEHICLES(AOORD 101,AddItional Remarks Schedule,may be attached H more space is required) Coverage provided for all leased employees but not subcontractors of:Concrete Restoration Team,LLC dba Surtreat Concrete Restoration Effective date:1/1/2015 Window and door installation CGC15O7376 CERTIFICATE HOLDER CANCELLATION 7132 MiamiShores Village SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami h 2nd THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores, AveA 33139 ACCORDANCE WITH THE PUUCY PROVISIONS. �J AUTHORIZED REPRESENTATIVE oy Glen J Distefano C)19BB-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD 29503051 1 Hetlter C"rtici`aen I Lauren A_laa 1 2/9!2016 10:05:54 AN CEST) I Pago 1 of 1 Size .. .. .. .. Oa a- pening (WxH) 1. FL15970.1 73 x49 • • ••• • • • . ... ��+..r�, (HORIZONTAL SLIDER) ltd 2. FL14604,8 36 x 36 (SINGLE HANG) • ••• • • • #r 3. FL14604,8 36 x 77 • • •' • ' i i • " ••• k (SINGLE hLING) • • • • •• Go 4. FI-14604,15 36 x77 • • i•• 000 •�• DP (SINGLE h1NG)5. FL15970.1 73 x49(HORIZONTAL SLIDER) •• • 0 6. NOT INCLUDED 39 x 85 •. : ;. •• C (ENTRY DOOR) • • • • • •• �a '4 GARAGE MAR 2 0 017 7BY:_ Z W co :DM O -j LLZ ui O LLJ U 00 Q cz H Miam Shores Villagq BE D BATH ENTRY LIVING OFFICE 1 2 6 3 4 5 � Oo Q APPROVED BY 0 N g O ZONING DEPT YRIGXT E.TEMPflT.COM 3 SC N BLDG DEPT NOT TO SCALE oFeb 24, 2017 SUBJECT TO COMPL iANCE WITH ALL.FEDERAL PAGE OESORIPTIOX: Site Plan STATE AND COUNTY RULES AND REGULATIONS ::o ASCE 7-10 Design Wind Loads REGIONAL WIND LOAD CHART aSYSeO For Wall Com onents Claddin -SOUTH 1=I_oIZIDAEDITION- _ P 9 ASD Load Combination Coefficient: 0.6 Kzt=1.0 ,a ra easysealscom Wind Pressures[psf]for use with Allowable Stress Design Enclosed Bldg: GCpi=t0.18 Kd= 0.85 Broward,Palm Beach Broward,Palm Beach(Coast] Miami-Dade Miami-Dade(Coast) Florida Keys(Coast) Wind Speed: 170 mph Wind Speed: 170 mph Wind Speed: 175 mph Wind Speed: 175 mph Wind Speed: 180 mph Exposure Category'C' Exposure Category'D' Exposure Category'C' Exposure Category'D' Exposure Category'D' Mean All Triburary Areas Mean All Triburary Areas Mean All TriburaryNorner Mean All Triburary Areas Mean All Triburary Areas Roof Zone 4 Zone 5 Roof Zone 4 Zone 5 Roof Zone 4 Roof Zone 4 Zone 5 Roof Zone 4 Zone 5 Height Interior Corner Height Interior Corner Height Interior Height Interior Corner Height Interior Cornerup to: + - + - up to: + - + - u t + - + up to: + - + - up to: + - + - 15 ft +37.8-41.0 +37.8-50.6 15 ft +45.9-49.8 +45.9-61.4 15 +40.1-43.4 +4 15 ft +48.6-S2.7 +48.6-65.1 15 ft +51.4-55.8 +51.4-68.9 20 ft +40.2 -43.6 +40.2 -53.8 20 ft +48.2 -52.3 +48.2 -64.6 20 ft +42.6-46.2 +42.6-57.0 20 ft +51.1-55.4 +51.1 -68.4 20 ft +54.1-58.6 +54.1-72.4 25 ft +42.1-45.7 +42.1-56.4 25 ft +50.1-54.4 +50.1-67.1 25 ft +44.6-48.4 +44.6-59.7 25 ft +53.1-57.6 +53.1-71.1 25 ft +56.2 -61.0 +56.2 -75.3 30 ft +43.7 -47.4 +43.7-58.6 30 ft +51.7-56.1 +51.7 -69.3 30 ft +46.3 -50.3 +46.3 -62.1 30 ft +54.8-59.5 +54.8-73.4 30 ft +58.0-62.9 +58.0-77.7 35 ft +45.2 -49.0 +45.2-60.5 35 ft +53.2-57.7 +53.2 -71.2 35 ft +47.9 -51.9 +47.9 -64.1 35 ft +56.3 -61.1 +56.3 -75.4 35 ft +59.6-64.6 +59.6-79.8 40 ft +46.5 -50.4 +46.5 -62.2 40 ft +54.4-59.0 +54.4-72.8 40 ft +49.2 -53.4 +49.2 -65.9 40 ft +57.6-62.5 +57.6 -77.2 40 ft +61.0-66.2 +61.0-81.7 45 ft +47.6-51.7 +47.6-63.8 45 ft +55.5 -60.2 +55.5 -74.3 45 ft +50.5 -54.8 +50.5 -67.6 45 ft +58.8-63.8 +58.8-78.8 45 ft +62.3 -67.5 +62.3 -83.4 50 ft +48.7-52.8 +48.7-65.2 50 ft +56.6-61.3 +56.61-75.7 50 ft +51.6-56.0 +51.6-69.1 50 ft +59.91-65.0 +59.9-80.2 50 ft +63.4-68.8 +63.4-84.9 55 ft +49.7-53.9 +49.7-66.5 55 ft +57.5 -62.4 +57.S -77.0 55 ft +52.7-57.1 +52.7-70.5 55 ft +60.9 -66.1 +60.9 -81.6 55 ft +64.5 -69.9 +64.5-86.3 60 ft +50.6-54.9 +50.6-67.8 60 ft +58.4-63.3 +58.4-78.2 60 ft +53.6-58.2 +53.6-71.8 60 ft +61.9 -67.1 +61.9 -82.8 60 ft +65.4 -71.0 +65.4-87.6 70 ft +47.81-47.8 +47.8 -87.7 70 ft +S4.9-54.9 +54.9-100.6 70 ft +50.7-50.7 +50.7-92.9 70 ft +58.2 -58.2 +58.2 -106.6 70 ft 1 +61.51-61.5 +61.51-112.8 80 ft +49.2 -49.2 +49.2 -90.2 80 ft +56.2 -56.2 +56.2 -103.0 80 ft +52.1-52.1 +52.1-95.6 80 ft +59.5 -59.5 +59.5 -109.1 80 ft +63.0 -63.0 +63.0-115.4 90 ft +50.4-50.4 +50.4-92.5 90 ft +57.3 -57.3 +57.3 -105.1 90 ft +53.5-53.5 +53.5 -98.0 90 ft +60.8 -60.8 +60.8 -111.4 90 ft +64.3 -64.3 +64.3 -117.8 100 ft +51.6-51.6 +51.6-94.6 100 ft +58.41-58.4 +58.4-107.1 100 ft +54.7-54.7 +54.7-100.2 100 ft +61.9-61.9 +61.9 -113.4 100 ft +65.5 -65.5 +65.5 -120.0 120 ft +53.6-53.6 +53.6-98.3 120 ft +60.3 -60.3 +60.3 -110.5 120 ft +56.8 -56.8 +56.8-104.1 120 ft +63.9-63.9 +63.9-117.1 120 ft +67.61-67.6 +67.6-123.9 140 ft +55.4-55.4 +55.4-101.5 140 ft +61.9-61.9 +61.9 -113.5 140 ft +58.7 -58.7 +58.7 -107.6 140 ft +65.6-65.6 +65.6-120.3 140 ft +69.4-69.4 +69.4-127.2 160 ft +56.9 -56.9 +56.9-104.4 160 ft +63.4-63.4 +63.4-116.2 160 ft +§0.J jV.3. +60.3 -110.6 160 ft +67.1-67.1 +67.1-123.1 160 ft +71.0-71.0 +71.0-130.2 • 180 ft +58.41-58.4 +58.4-107.0 180 ft +64.7-64.7 +64.7 -118.6 180 ft 0+61.9 -Ql.i• ;61; Z13*-.4 180 ft +68.5 -68.5 +68.5 -125.7 180 ft +72.5 -72.5 +72.5 -132.9 200 ft +59.7 -59.7 +59.7-109.4 200 ft +65.91-65.9 +65.9 -120.8 200 ft +63.2 -63.2• +e3.2 �49• 200 ft +69.8-69.8 +69.8-128.0 200 ft +73.91-73.9 +73.9-135.4 Ln a a LV •Conforms to the Florida Building Code 5th Ed(2014). •Wind Speeds noted above are ultimate design wind •%nd VVVjres are aViluble to all building floors. a a Valid only with engineer's H •Tabulated design wind loads are based on ASCE 7-10 speeds(3-second gust). •Tabulatd wind pregsures are vam for all lop f eeno e • . signature&r ised seal counties specifications for components and cladding based on design •Cities and/or unties alisted only as a general guide, re�llrction�br roo�slolR 5t0'ha•been con�dered. a a i Z criteria as noted herein. based on Risk Category II buildings.Verify applicable wind ••Tributar*4rea note in:ablt(effectA winsarea)4s eaival 5 �4 a 5 •Where this document is used for permit,applicability of speed and exposure category with local building tdRRe minimum of(height x widt0for Eht x$t4 V.Rburd II Zone design criteria noted herein(Basic Wind Speed,Exposure department. down to values shown. 1 4 is i LV Category,Risk Category,etc.)shall be verified by the •Plus(+)&minus(-)signs signify pressures acting toward •Zones 4&5("Interior"and"comer"zones,respectively) Z contrcMor&building official prior to construction. and away from the exterior component or cladding surface, are as shown to the right,where the dimension"a"is the Erie Height f i (eb 06 7 U, •TMs specification may be used in conjunction with respectively• mimr�1t ot}0%of fie blildiffg's lbAtetorloontal dimension Mean Roof Ht V engineering under separate certification(by this engineer or •Where"Mean(average)Roof Height"cannot be or 406 of thg mean r;of�Jpo,but:ever IJss than'-0"or by others)using Allowable Stress Design(ASD). determined,peak roof height shall be used,except that eave 4%oft letlst hDrizRltaldirtl•nsiory a e Peak Height Christian Lang y,P •Refer to the above-noted ASCE 7 standard for descriptions height shall be used for roof angle less than or equal to 30". -'Hill VecoAtioN Jvallh orgy for fte with Atruokms NOT Wer I FI NAT�N W�11 FI NATON FL PE#67382 CA#31124 and definitions of all design criteria. Round up to values shown located in the upper one-half of aRilolaterthill,rid&%or 1200 N Federal Hwy,#200,Boca Raton,FL 33432 •Design is based on structure classification as Enclosed Bldg: Copyright 02017 Easy Seals Document No.A10115 WINDOW i • • ' OPENING INFORMATION' A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET Definition of Comer Zone -100/6 of least horizontal dimension or 40%of the mean roof height,whichever is smaller,but not less than 4%of least horizontal dimension or 3 ft. OPENING (Location) IS THIS A PRODUCT PRODUCT APPROVAL REQUIRED OPENING MAXIMU ROUGH MULTIPLE ARE GLAZING APPROVED PRESSURE RATING DESIGN PRESSURE M WINDOW LOCATION Corner Zone WINDOW ACCEPTANCE OPENING SHUTTERS NUMBER or Interior OR DOOR TYPE NUMBER + PSF TESTED MULLION ( ) (-)PSF (+)PSF (-)PSF SIZE DIMENSIONS REQ Y/N REQ Y/N/NA 1 End Window 5/16" FL15970.1 60 60 40.1 -53.6 1 74 x 72 73x49 No No 2 End Window 1/2" FL14604.8 LpD (PD 40.1 -53.6 53x 9e 3606 No No 3 End Window 1/2" FL14604.6 L,D (p D 40.1 -53.6 53 x 9l0 3607 No No 4 End Window 1/2" FL14604.8 (p p Lp D 40.1 -53.6 53 x qlo 3607 No No 5 End Window 5/16111 FL15970.1 60 60 40.1 -53.6 74x72 73x49 No No or ... . . . . . .. .. ... .. . . . .. • Florida Building Code Online an. BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search db' �'p�� Product Approval �' (u USER:Public User a rrL ✓ _Product Aooroval Menu>Application Detail FL# eproved I Application Type Code Version Application Status PR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Eastern Architectural System 0000 Address/Phone/Email 16341 Domestic Ave. • • *000** Ft. Myers, FL 33912 X00• ��•00� (800)432-2204 Ext 4314 •• • • 00006• •• •• thoard@easternmet Ix m • •••••• 0000•• • • • 0000 .0000• Authorized Signature Timothy Hoard • • :00 •• ' • thoard@easternmetal.com • '• 0000• 0000•• 0000 • • • • • 0000• 0000 0000•• Technical Representative Timothy 1. Hoard • • Address/Phone/Email 10030 Bavaria Road ' • • Fort Myers, FL 33913 0000:0 ••"•• (800)432-2204 Ext 4314 • • • 0 • • thoard@easternmetal.com •• • 000 • :0900: Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 ASTM E1886 2005 ASTM E1996 2006 TAS201 1994 TAS202 1994 TAS203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect https://www.floridabuilding.org/pr/pr_app_dtl.aspx7param=wGEVXQwtDgsDdFYcrPIwHOZcpcXgIBXKKuvNzOgesnaHreS6nreXPQ`/*3d%3d[1/25/20179:55:08 AM] Florida Building Code Online FL15970 R3 Eq iiv FFR 2098 Rey 1,12df Product Approval Method Method 1 Option A Date Submitted 09/28/2016 Date Validated 09/29/2016 Date Pending FBC Approval Date Approved 10/02/2016 Summa"'of Products - T- - FL# Model,Number or Name Description ----._. —_ ......................._—..........................................-.................................-._....._........_..__._._. 15970.1 Series HR 10005 Horizontal Roller Series HR 1000S Horizontal Roller- LMI HVHZ Limits of Use �— — — Certification Agency Certificate Approved for use in HVHZ: Yes FL15970 R3 C CAC NI011287-Rl.12df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2021 Design Pressure: +60.0/-60.0 Installation Instructions Other: _FL15970 R3 II EAS0001 RevA OX Horizontal Roller ss.pdf Verified By: Robert J.Amoruso, P.E. 4972••• Created by Independent jird P&r y: Yes •+••• .••• Wl Evaluation Reports •• • + • • • FL15970 R3 AE NOA SaffB 15-120K.11eodfme • i LDdL !i Created by Independent IrnMPty: Yes • • 15970.2 +Series HRP 1000F Horizontal Roller Series HRP 1000F Horizontal REifbr- LMI fIVHf• ••••• 1 — --------....................... ............................._.._- —_..__..�__... ---r►rr••---.......__......_._.._..._.-_...-. w................ Limits of Use Certification Agency CeLtiflcate •••••• ••964111 Approved for use in HVHZ:Yes FL15970 R3 C CAC NI0 �2�6�01 Rl.OdP••• 000004 Approved for use outside HVHZ:Yes FLIS970 R3 C CAC NIQ:T2"R1.odf • •• Impact Resistant:Yes Quality Assurance Contract ExpiratioO Date Design Pressure: +60.0/-60.0 04/30/2021 . • :** of* • 06046 Other: Installation Instructlori5 • • ;•••• FL15970 R3 II EAS0002�evA IOX HoAfdhtal:oiler gs,hdf • Verified By: Robert J. Amoruso, P.E. 49752 •• Created by Independent Third Party: Yes Evaluation Reports FL15970 R3 AE NOA Saflex PVB 15-1201.11.pdf FL15970 R3 AE PER 2098 Rev 1.pdf Created by Independent Third Party: Yes Contact Us::2601 Plalr Stone Road, Tallahasspp FL 32399 Phone:SSO-487-18 4 The State of Florida is an AA/EEO employer Copyright 2007-2013 State of Florida.:�Privacy Statement:7 Accessi bility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click here. Product Approval Accepts: C071-1 FOR Steck M Credit Card Safe https://www.foridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsDdFYerPlwHOZepcXgIBXKKuvNzOgesnaHreS6nrcXPQ%3d%3d[1/25/2017 9:55:08 AM] Product Evaluation Report Rule 61G20-3 F.A.C. I Report No. 2098, Rev. 1 1 Project No. 415-0511 ( 6/14/15 ( Page 1 of 2 Product Manufacturer Product Name, Model and/or Description Eastern Architectural Systems Series HR 1000S Horizontal Roller- LMI/HVHZ 10030 Bavaria Road Series HRP 1000F Horizontal Roller- LMI/HVHZ Fort Myers, FL 33913 Code: Current Edition of the Florida Building Code Compliance Method: 61G20-3.005(1)(d)—Product Evaluation Report by a Licensed Professional Engineer Product Testing, Materials and Certification: • Test Reports by Element Materials Technology o AAMA/WDMA/CSA 101/I.S.2/A440,ASTM E1886 and ASTM E1996 testing: ■ ESP009274P EAS Series HR 1000F Equal Lite 111 X 72 Insulated LAMI Glass,signed and sealed by Ramesh C. Patel, P.E.,9/4/12. ■ ESP009274P-1 EAS Series HR 1000F Equal Lite 111 X 72 Monolithic LAMI Glass,signed and sealed by Ramesh C. Patel, P.E.,9/4/12. •0660 ■ ESP009274P-2 EAS Series HR 1000F Unequal Lite 111 X 72 Monolithic LgMI Ms,signed•ancr 06.0.0 sealed by Ramesh C. Patel, P.E.,9/4/12. *0 " •• 60 ■ ESP009274P-3 EAS Series HR 1000S Equal Lite 74 X 72 Monolithic LAMItVsVMgned at"soc Aed ••60:6 by Ramesh C.Patel,P.E.,9/4/12. 00000" • 6.66 ••••6• • ESP009274P-4 EAS Series HR 10005 Equal Lite 74 X 72 Insulated LAMI Glass,sQdTeal0.ed by igned a • • Ramesh C.Patel,P.E.,9/4/12. 0000 00600 6•••66 6••• • • o TAS 201,TAS 202 and TAS 203 testing: • • . 0 ••••• 00 ■ ESP00927413-5 EAS Series HR1000F Equal Lite 111 X 72 Insulated LAMI Pja0sj,,.%igned anYsealed 0 by Ramesh C. Patel, P.E.,8/30/12. ; • •• 0 0 ■ ESP009274P-6 EAS Series HR1000F Equal Lite 111 X 72 Monolithic LAW Glav,signelat949 sled 000"' by Ramesh C. Patel, P.E.,8/30/12. 0 ' •6.66• ESP009274P-7 EAS Series HR1000F Unequal Lite 111 X 72 Monolithic LAMI Glass,signed aa4 0 0 ■ sealed by Ramesh C.Patel, P.E.,8/30/12. • ESP00927413-8 EAS Series HR 10005 74 X 72 Monolithic LAMI Glass,signed and sealed by Ramesh C.Patel,P.E.,8/30/12. ■ ESP009274P-9 EAS Series HR 10005 74 X 72 Insulated LAM[Glass,signed and sealed by Ramesh C.Patel,P.E.,8/30/12. • Materials: o Glass meets the requirements of ASTM E1300-04e01 o Laminated Glass Interlayer: ■ Eastman Chemical Company(MA)Saflex PVB interlayer material certification per current Miami- Dade Notice of Acceptance(NOA). Performance Testing Standards: • High Velocity Hurricane Zone(HVHZ) o TAS201-94,Impact Test Procedures. o TAS202-94,Criteria for Testing Impact&Non-Impact Resistant Building Envelope Components Using Uniform Static Air Pressure. o TAS203-94,Criteria for Testing Products Subjected to Cyclic Wind Pressure Loading. • Outside High Velocity Hurricane Zone(HVHZ)including the Wind Borne Debris Region o AAMA/WDMA/CSA 101/I.S.2/A440-05,Standard/Specification for windows,doors,and unit skylights. o ASTM E1886-05,Standard Test Method for Performance of Exterior Windows,Curtain Walls, Doors,and Impact Protective Systems Impacted by Missile(s)and Exposed to Cyclic Pressure Differentials. PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775 r/iL 321-690-1788 1 FBPE Certification of Authorization No. 25935 Product Evaluation Report Rule 61G20-3 F.A.C. I Report No. 2098, Rev. 1 I Project No. 415-0511 1 6/14/15 1 Page 2 of 2 o ASTM E1996-06 Standard Specification for Performance of Exterior Windows,Curtain Walls, Doors and Impact Protective Systems Impacted by Windborne Debris in Hurricanes. Product Installation Instructions: • EAS0001, Rev.A,dated 6/12/15,signed and sealed by Robert J.Amoruso,Eastern Architectural Systems Series HR 10005 Horizontal Roller-LMI/HVHZ,Installation Anchorage Details • EAS0002, Rev.A,dated 6/12/15,signed and sealed by Robert J.Amoruso, Eastern Architectural Systems Series HRP 1000F Horizontal Roller-LMI/HVHZ,Installation Anchorage Details Engineering Analysis£t Evaluation: The following evaluations,engineering and/or rational analysis/calculations have been performed. • PTC Report No.2097,Anchorage Engineering for Eastern Architectural Systems Series HR 10005 Horizontal Roller- LMI/HVHZ and Series HRP 1000F Horizontal Roller-LMI/HVHZ,dated September 25,2012,signed and sealed by Robert J.Amoruso,P.E. • Equivalency Evaluation for Performance Testing Standards, PTC PDG Report No.2098-EER,Rev.1,dated 6/14/15, signed and sealed by Robert J.Amoruso,P.E. .•.. . . .... ...... Limitations Et Conditions of Use: ...... .. .. ....% • This product has been evaluated for use inside the HVHZ(High Velocity Hurricane Zone)..a;es • Refer to Product Installation Instructions noted above for: •••••• o Maximum allowable wind loads at related maximum allowable size(s). '....' '..' ..... o Overall dimensions and material/grade of main product components,accessorie*,.ekG.. .... ..:..' o Illustrated diagrams of the attachment of the product to substrate structure. ***090 �.... **ease o Anchor type(s),size(s),substrate(s),embedment,edge distance,and spacing/loran@hF .� • Site wind pressures shall be determined by a licensed professional engineer in accordance with•the currgrt tgition •••••• of the Florida Building Code and/or ASCE 7-10 for components and cladding based on all)wabtestress'design. e s • Site conditions not covered in this product evaluation document are subject to additional'e'hgirfeering'ah5Iys�by a • • licensed professional engineer or registered architect as required by the authority having jurisdiction. 00 • Adequacy of the existing structural substrates as a main wind force resisting system capable of withstanding and transferring applied product loads to the foundation is the responsibility of the licensed professional engineer or registered architect acting as the design professional of record for the project of installation. Certificate of Independence per Product Approval Rule 61G20-3.009 0tilloff►##1 Digitally signed by ,,�,��«�aMES quo,� Robert J.Amoruso PTC Product Design Group, LLC and Robert J.Amoruso, P.E. 4��. DN:cn=Robert J. ip does not have,nor will acquire,any financial interest in the �: N 49752 %0 Amoruso,o,ou=PTC company manufacturing or distributing product(s)covered ; yt by this Product Evaluation Report. PTC Product Design o •* = Product Design Group, Grou LLC and Robert P.E. �9: STA `' email=robert@ tc- p, t J Amoruso, .E do of have,nor E OF «� p will acquire any financial interest in any other entity �i��`••Al P •'�.� Cor Com,c=US N . corp invo .corn, ved in the covered by this Date:2015.06.14 Product Evaluation Report. 'process or testing of the ���SSvONAi �`i 16:33:17-04'00' Evaluated By: Robert J.Amoruso,P.E. FL P.E.License Number 49752 PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775 r/iL 321-690-1788 1 FBPE Certification of Authorization No. 25935 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . m m EASTERN ARCHITECTURAL SYSTEMS SERIES HR 10045 HORIZONTAL ROLLER - LMI 0 I U INSTALLATION•ANCHORAGE DETAILS Q WQ N n fr F �F a �v GENERAL NOTES: •Y • I ALLA�OTES: 3 `w 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT EDITION OF THE FLORID BUICOIN8 • • • 1 *AE M MNSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. CODE(FBC)INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AT THE DESIGN PRESSURES STATED HEREIN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE N 2. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT(S)NO. USED FOR PRODUCT INSTALLATION. U] O ESP009274P-3, ESP009274P-4,ESP009274P-8 AND ESP009274P-9 AND ASSOCIATED LABORATORY DRAWINGS. ., W 'n O 0 3. ANCHORS ARE TO MATCH TYPE,SIZE,EDGE DISTANCE AND EMBEDMENT OF THOSE SHOWN IN THE W N 6 V) O 3. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE I MASONRY AND 2X FRAMING AS A MAIN WIND FORCE INSTALLATION ANCHOR SCHEDULE SHOWN ON THIS SHEET FOR THE RESPECTIVE SUBSTRATE. E- 0 W O RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE STRUCTURE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM � O 3 ALLOWABLE SHIM SIZE IS 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S) th r Z 4. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. ZO_Z STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF 60 c07O N M_ N RECORD. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES(INCLUDING BUT NOT LIMITED TO �"' Ix s tr J~ �-: Q STUCCO,FOAM,BRICK VENEER.AND SIDING). � O 1 ~ Z 5. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FORA U 04 = Q g SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED 6. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT (�] P4 �^V)S HEREIN,SITE SPECIFIC DOCUMENTS SHALL BE PREPARED FOR USE WITH THIS DOCUMENT. MATERIAL OR HAVE A CORROSION RESISTANT COATING.DISSIMILAR METALS INCLUDING FASTENERS E- 6 p Z c THAT MAY COME INTO CONTACT WITH ALUMINUM FRAMING SHALL HAVE BEEN PROTECTED. x 6. THIS PRODUCT COMPLIES WITH THE REQUIREMENTS OF THE HIGH VELOCITY HURRICANE ZONE(HVHZ)FOR O p= Z OPENING PROTECTION OF THE CURRENT EDITION OF THE FLORIDA BUILDING CODE AND DOES NOT REQUIRE AN 7. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO a' C E"' O�Q p IMPACT RESISTANT COVERING. MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR O p 6.1. FOR INSTALLATION 30 FT.ABOVE GRADE,ALL UNITS MUST BE SAFETY GLAZED OR COVERED BY AN IMPACT JOINT INTO FACE SHELL OF BLOCK. k. Q r PROTECTIVE SYSTEM MEETING THE REQUIREMENTS OF THE CURRENT EDITION OF THE FLORIDA BUILDING z CODE. 8. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS.ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS E— In ikaa, 7. WHEN USED IN AREAS OUTSIDE OF THE HIGH VELOCITY HURRICANE ZONE(HVHZ)REQUIRING WIND BORNE DEBRIS THAN THE MINIMUM STRENGTH SPECIFIED IN THE INSTALLATION ANCHOR SCHEDULE ON THIS SHEETa &� PROTECTION,THE OPENING PROTECTION REQUIREMENTS OF THE CURRENT EDITION OF THE FLORIDA BUILDING LJ g`� CODE ARE MET.AN IMPACT RESISTANT COVERING IS NOT REQUIRED.THIS PRODUCT MEETS MISSILE LEVEL"D'AND W V) 8 INCLUDES WIND ZONE 4 AS DEFINED IN ASTM E 19%AS MODIFIED BY THE CURRENT EDITION OF THE FLORI a " BUILDINGRIA CODE. DESIGN PRESSURE RATING(PSF) IMPACT RATING J 8. MATERIALS 8.1. WINDOW FRAME MATERIAL:EXTRUDED ALUMINUM 6063-T6 0.063'THICK. +60.0!$0.0 LARGE MISSILE 8.2. WINDOW SASH MATERIAL:EXTRUDED ALUMINUM 6063-T6 0.062'THICK. 9. GLASS MEETS THE REQUIREMENTS OF ASTM E1300-04el GLASS CHARTS. ANCHOR SCHEDULE SEE SHEET 3 FOR GLAZING NCE ANCHOR CAPACITIES (DETAILS. MANUFACTURER ®GE STA 10. DESIGNATIONS'X"AND"O"STAND FOR THE FOLLOWING(AS APPLICABLE): SUBSTRATE INSTALLATION SCREW HEAD SCREW SIZE ANDIOR EMBEDMENT10.1. X:OPERABLESASH TYPE TYPE SPECIFICATION IM 1L IF (JIM BASED ON 10.2. O:FIXED SASH FRAME FLAT OR PAN 3116" ITW TAPCONSI'I 1-12" 1-118" MIN.2000 PSI CONCRETE 11. IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE,WOOD SHALL HAVE BEE CONCRETE THRU- HEAD Robert J.Amoruso,P.E. PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES. FL P.E.No.49752 12. ALL UNITS UNDER THIS APPROVAL SHALL USE SETTING BLOCKS IN COMPLIANCE WITH THE CURRENT MASONRY FLATOR PAN STRENGTH Digitally signed EDITION OF THE FLORIDA BUILDING CODE WHEN APPLICABLE. (BLOCKA:MU) THRU-FRAME HES 3/16" rTW TAPCONSII) t' 2" CONFORMANCE TO ASTM I by Robert J. C-90,MEDIUM WEIGHT Amoruso TABLE OF CONTENT ON:cn=Robert J. SHEET DESCRIPTION FLAT OR NO.10 W�SCREW) WOOD WITH AMINIMUM �i�'-° z Amoruso,O, 1 GENERAL AND INSTALLATION NOTES WOOD THRU-FRAME 1-3/8" 3/4" SPEC IFICGRAM7VOF ;j,ill "'-...'; ou=PTC Product FLAT OR PAN A RIE 878.64 OSS. �'J =Design Group, HEAD (TAPPINGSCREWj ¢mall=lOb¢rt@pt 2 ELEVATION AND ANCHORING LAYOUT 3 VERTICAL CROSS SECTION AND GLAZING DETAILS NOTE: c<orp.com, 1)rPW(AWANCED THREP.CFORM TGDNOLOGY)TAPCONS WILL BE USED FOR CONCRETEIMASONRY INSTALLATION. c--US 4 HORIZONTAL CROSS SECTION 2)FOR WOOD SCREM F SR-f TNG 6 A CONCERN DRILL 0112'(34 DRU SIZE)RLOT HOLE FOR NO.10 W000 SCRBN Date:2015.06.14 5 BILL OF MATERIALS AND COMPONENTS 3)FOR TAMING SC=FSRITTNGISA IL 0.11"(1 MLLSIZT01 VLE F 11 JAINt16:38:40-04'00' . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . m _ a 7% 0./!.•P'�2AME•WIC=TH • •• • 7 MAX. • •lob" AX. • *0 00 00 7 MAX. _ TYP. O.C. TYP. •• • •JT Typ. Vis_ w 6 MAX. • • • o W • • • N � � � O W O 0 W J N=<n O J N 8.6" MAX. � °oi Ll O.C. TYP. 68 5/8" >1 J r MAX. SASH HEIGHT .a z 050 F sG` = 10 9~ Z oi O X 65 1/2" 72 O.A. E d W o Z MAX. D.L.O. FRAME x N_x Z �— HEIGHT HEIGHT a o a ora\Z ¢ o6� Z = ¢ s B H w t3 U] af <' Y � tl W F 6 MAX. TYP. Robert J.Amoruso,P.E. D SA 3/4" MAX 7/8 MAX. FL P.E.No.49752 D.L.O. WIDTH SASH WIDTH SERIES HR 1000S HORIZONTAL ROLLING WINDOW EXTERIOR VIEW Digitally signed by Robert J. Amoruso DN:cn=Robert J.Amoruso,o, ou=PTC Product Design Group, email=rbert@ptc{orp.com,c--US Date:2015.06.1416:38:54-04'00' .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... m m EDGE DISTANCE • • • • • • •• • VARIES SEE ANCHOR SUBSTRATf VARIES• • • • • • U SCHEDULE SHEET 1 SEE SHEET LIPR•'C:iEDUL�. O • • • 5/16" O.A. A i--E, INSTALLATION ANCHOR NOMINAL . s VARIES SEE ANCHORo G SCHEDULE SHEET 1 1/8" ANNEALED 0.090" SAFLEX w •• • • • AlllAi. EA"GMENJ•VARIES PVB BY EASTMAN = a SEALANT • • • E•ANCHOR SCHEDULE CHEMICAL CO. MA t PERIMETER SEAL JE ( ) BY OTHERS BY OTHE11S • ••• :S�1EEi • XTERIOR 1/8" ANNEALED =W FLANGE TO BE •• • • • ••• ••• °g a SETIN BED OF 8 INTERIOR SEALANT BY OTHERS. 15 1/4" MAX. 12 u� SEE NOTE THIS SHEET SHIM 19 J o 1 5 c, v) v) o F O mow M 15 11 LJ 10 ? 2a — 3/4" GLASS c) 12 13 BITE d c 0— o= vi N 19 GLAZING DETAIL 1 � a� 0JZ>� z a 5JI6"NOMINAL LAMINATED U = I ¢ w 5 16 F >x �ZS x CL 0 x P E ory V1 EXTERIOR INTERIOR a o 4 8 9 1/8" ANNEALED z of a PLLE 5 16 19 SNOMINAL 0.090" SAFLEX W Ln d ar PVB BY EASTMAN H w 1 1/8" ANNEALED CHEMICAL CO. (MA) Wo s EXTERIOR 1/8" ANNEALED it 15 11 9 INTERIOR FLANGE TO BE SEALANT 13 19 SET IN BED OF BY OTHERS 1/4" MAX. SEALANT BY OTHERS. F SHIM 16 SEE NOTE THIS SHEET 10 PERIMETER SEAL MIN. EMBEDMENT VARIES 3/4" GLASS BY OTHERS SEE ANCHOR SCHEDULE BITE Robert J.Amoruso,P.E. INSTALLATION ANCHOR SHEET 1 SPACER IS A STEEL XL FL P.E.No.49752 VARIES SEE ANCHOR EDGE BY CARDIANL OR SCHEDULE SHEET 1 DURASEAL BY QUANEX 5a GLAZING DETAIL 2 EDGE DISTANCE SUBSTRATE VARIES 5B"NOMINAL IGU LAMINATED VARIES SEE ANCHOR SCHEDULE SHEET 1 SEE ANCHOR SCHEDULE SHEET 1 FLANGE NOTE: Digitally signed by Robert J. A VERTICAL CROSS SECTION THE FLANGE IS A NON—STRUCTURAL Amoruso PART. IT MAY BE TRIMMED SHORT OR DN:cn=Robert J.Amoruso,o, INSTALLATION 3 REMOVED ALL TOGETHER DEPENDING ou=PTC Product Design Group, ON INSTALLATION REQUIREMENTS. email=robert@ptc{orp.com,c=US Date:2015.06.1416:39.109-04'00' . .•. ... . . . . . . . . . . m m 0 • • • • • • • • • Ln €4 ti -o •• • • • •• ••• •• w oo •• %: i i i i• • MIN. EMBEDMENT VARIES 'W MIN. EMBEDMENT VARIES = SEE ANCHOR SCHEDULE • • • • • •• SEE ANCHOR SCHEDULE SHEET 1 •• • • • • ••• •s SHEET 1 g° 1/4" MAX. 1/4" MAX. SUBSTRATE VARIES SHIM SHIM SUBSTRATE VARIES w SEE ANCHOR SCHEDULE SEE ANCHOR SCHEDUL vJ N o SHEET 1 SEALANT INTERIOR SEALANT SHEET 1 w No . 0 BY OTHERS 9 BY OTHERS o qW co t 15 1 15 2 18 19 8 17 18 20 z< o w z co �] U RR d 0 C�7 �� _ V) a a �� a mawC) z E" a _ w 19 F ;a o' 5 w 0 _j Fe! EDGE DISTANCEEDGE DISTANCE 0(4 onz egg VARIES SEE ANCHOR VARIES SEE ANCHOR SCHEDULE SHEET 1 I SCHEDULE SHEET 1 Z _ = a a 1 L E w �a U] of $ Sg PERIMETER SEAL PERIMETER SEAL W N � BY OTHERS 5 12 14 4 11 BY OTHERS FLANGE TO BE e s SET IN BED OF INSTALLATION ANCHOR 16 13 15 INSTALLATION ANCHOR FLANGE TO BE SEALANT BY OTHERS. VARIES SEE ANCHOR VARIES SEE ANCHOR SET IN BED OF SEE NOTE THIS SHEET SCHEDULE SHEET 1 SEALANT BY H EXTERIOR SCHEDULE SHEET 1 SEE NOTE THIS SHEET B ORIZONTAL CROSS SECTION 4 INSTALLATION FLANGE NOTE: Robert J.Amoruso,P.E. THE FLANGE IS A NON—STRUCTURAL FL P.E.No.49752 j%MES PART. IT MAY BE TRIMMED SHORT OR 604Q'.��GFNq��g9 REMOVED ALL TOGETHER DEPENDING ON INSTALLATION REQUIREMENTS. 0. `TA 1..1 Digitally signed by RobertJ. Amoruso DN:cn=Robert J.Amoruso,o, ou=PTC Product Design Group, emailnobert@ptc-corp.com,c=US Date:2015.06.1416:39:25 04'00' . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . BILL OF MATERIALS m 3 19/64" 1 3/8" ITEM # PART NUMBER DESCRIPTION MANUFACTURER MATERIAL N 3 1 GAH-49665 NEW IMPACT HR SILL INDALj •AMt I A, ING. •AL11 44UM 3— 2 GAH-48982 NEW IMPACT SH VENT HEAD INDALEX*4MERIGA, INC.• AUUMINUM 6063—T16 1 37/64" C 3 GAS-46856 IMPACT VENT JAMB INDALER AMERICA, IN(!.*•ALUMINUM Sd65-16 t 4 GAH-48984 IMPACT MEETING RAIL INDALEX AMERICA, INC. ALUMINUM 6063-T6 3 27/64" IMPACT VENT JAMB W EXTRUDED ALUMINUM 6063-T6GAS-484155/16" IMPACT GLAZING BEAD w <5 INDALEX ARRI�ASIN�.• ALtNU�•006�i1G tz F • • • z W 0.062"THICK s 6 SERIES 1988 ROLLER ASSEMBLY AMESBURY HARDWARE• • •• STEEL • 7LATCH/LOCK ASSEMBLY •• • • • • • 000 •• 8 5/16" L.AMI IMPACT GLAZING IMPACT HR SILL - 13 a 9 5/8" IGU LAMI IMPACT GLAZING EXTRUDED ALUMINUM 6063-T6 w 0 0 STRUCTURAL ADHESIVE GLAZING SILANE-TERMINATED 0.063"THICK W J C, N 10 SIKAFLEX 552 ADHESIVE/GLAZING CORPORATION F" o rn COMPOUND POLYMER w z o€ 11 FIN WEATHERSTRIPPING 2 37/64" U) a Cl) F a 12 30228 GLAZING VINYL 5/16" GLASS I 6 0 o�0 �J �3 x 13 30222 GLAZING VINYL 5/8" GLASS / I /L2" 134� a" of �1- z a 1 5 16" E• a = l z cu 14 #8 x 3 1/2" PH SMS MEETING RAIL TO SILL ASSEMBLY SCREW j- 2 17/64" - W x �n I@ 15 #8 x 1" PH SMS FRAME ASSEMBLY 5/76" x pp V of y a x_ of SCREW 1s GLAZING0 H Camx 16 GAS-48191 5/8" IMPACT GLAZING BEAD INDALEX AMERICA, INC. ALUMINUM 6063—T6 COMPOUND STOP o~w onf °� O IMPACT SH VENT HEAD EXTRUDED VINYL 0.085"THICK z of i 17 49652 VENT S.H. VENT SILL INDALEX AMERICA, INC. ALUMINUM 6063-T6 2 EXTRUDED ALUMINUM 6063 a = y a -T6 18 #8 x 3/4" PH SMS SASH ASSY 0.062"THICK E. w U2 of si� 19 RP-1009 GLAZING COMPOUND STOP PROTOTYPE PLASTICS VINYL -C4in 20 VINYL BULB SEAL VINYL Wsg 1 45/64" 2 3/8" 5/8„ 5/16"1 75/64" 15/16" 1 15/64" I r �— 2 33/64" 2 37/64" 15/16" I U Robert J.Amoroso,P.E. 1 17/32" FLP.P.E.No.49752 w4 5/16 IMPACT 5/8" INS IMPACT €o`4M`Eb�'�. O VENT S.H.VENT SILL IMPACT MEETING RAIL GLAZING BEAD 16 GLAZING BEAD 17 EXTRUDED ALUMINUM 6063-T6 EXTRUDED ALUMINUM 6063-T6 EXTRUDED ALUMINUM 6063-T6 EXTRUDED ALUMINUM 6063-T6 0.063"THICK 0.062"THICK 0.062"THICK 0.062"THICK Digitally signed by Roberti. Amoruso DN:cn=Robert 1.Amoruso,o, ou=PTC Product Design Group, email=robert@ptccorp.com,c=US Date:2015.06.14 16:39:39-04'00' Florida Building Code Online Page 1 of 4 Liz •� tet. R W__ BCIS Home `tog In User Registration Hot Topics Submit Surcharge Stats&Facts Publications 1 FBC Stall I SCIS Site Map Links i search ROM-. a, r Product Approval b'��� U5[R:Public User AP Product aopro-I Menu>Protluct or Application Searcn>6DDliC--i pplfra on Detat FL n FL14604-R5 Application Type Revision Code Version 2014 Application Status Approved *Approved by DB .Approvals by DBPR shall be reviewed and ratified by the POC or the Commission if necessary. •••• • • 0000 0000•• Comments • • • • Archived • • • • 0000•• •• •• 0000•• • 0000•• • • • Product Manufacturer Eastern Architectural Systems •••••• Address/Phone/Ernall 16341 Domestic Ave. •••••• :•• •• • • Ft.Myers,FL 33912 ••ee 0 6• 0000• (800)432-2204 Ext 4305 0 0.0 0• 0000 0 0 0 0 0 jflesher@eastemmetai.com • • • • 00 .00 0000 0606•• • Authorized Signature James Flesher 0 6.0 0 0 0 0 jflesher@eastemmetal.com • • • • •0•••• •000•• • • • • • Technical Representative Timothy J.Hoard •6•• 0 000 00 0 0.0••0 Address/Phone/Email 10030 Bavaria Road • • Fort Myers,FL 33913 •• (800)432-2204 Ext 4314 thoard@easternmetai.com Quality Assurance Representative Address/Phone/Email Category QS[ngle ndows Subcategory Hung Compliance Method if Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year AAMA 506 2006 AAMA 506 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2005 ANSI/AAMA(NWWDA 101/I.S.2 1997 ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2005 ASTM E1996 2002 ASTM E1996 2006 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certifled By httns://floridahuildinp.orp/nr/ni- ann dti.asnx?naram=wCiF.VXOwtnnswR7.VNfeRA7hadrR... 2./17/2.017 Florida Building Code Online Page 2 of 4 Product Approval Method Method 1 Option A Date Submitted 01/25/2017 Date Validated 02/03/2017 Date Pending FBC Approval Date Approved 02/06/2017 Summary of Products FL# Model,Number or Name Description 14604.1 Series 1000 Non-Impact Aluminum Series 1000 Non-Impact Aiumin m SH SH Limits of Use Certification Agency Certifica e • Approved for use in HVHZ:No FL14604 R C • ••0 0 0••0•• pp � CAC NI00 177 1-Rg s�gPed.Ddf • Approved for use outside HVHZ:Yes FL14604 RS C CAC NIO o177.01_it2_signed.Ddf • • Impact Resistant:No Quality Assurance Contract Expirafon Date • • • Design Press e:+45/-45 06/30/2020 / ••••• •• • •••••• Other: Installation Instructions 000000 0 • • FL14604 R5 II 08-0N77.odf •••••• Verified By:Luis R. omas,P.E.0nT•• •• • • • Created by Inde dent Third Parry Yee • •• ••••• Evaluation Re its • • FL14604 R5 AE 513233.1?df ••0••0 0000 0000• Created by Independent Third PwW:Yes •••• •••••• • 14604.2 Serie 431 Non-Impact Vinyl SH Series 143 Non-Impact Vinyl Sl;NaiiWg Gn • Nailing n • • 0 0 •••••• Limits of Use Certific4tion Agency Certifica • • • • Approved for use in HVHZ:No FL14664 R5 C CAC NI010607�,eianetl Ddf 0 0 0 ••0• Approved for use outside HVHZ:Y Qualjty Assurance Contract Expiration Date • Impact Resistant:No 12/ 1/2019 • Design Pressure:+50/-50 In tallation Instructions Other:Configuration:O/X Vent Size:W-44 "H-35" F 14604 R5 11 08-00556B.Ddf Glazing:3/4"Overall I.G. Alerifed By:Luis R.Lomas,P.E.Florida P.E.62514 Created by Independent Third Party:Yes Evaluation Reports FL14604 R5 AE 510945.Ddf Created by Independent Third Party:Yes 14604.3 Series 1441 Non-Impact Viny SH eries 1441 Non-Impact Vinyl SH Flange Flange Umits of Use Ce 'ication Agency Certificate Approved for use in HVHZ:No FL14 R5 C CAC N1010813-112-sianed.Ddf Approved for use outside HVHZ:YesQuallti ssurance Contract Expiration Date Impact Resistant:No 04/30/2 0 Design Pressure:+SD/-50 Installati Instructions Other:Configuration:O/X Vent Size:W-50.3 "H-35.13" FL14604 R II 0 -00 5 B. f Glazing:3/4"Overall I.G. Verified By:L is R.Lomas,P.E.Florida P.E.61514 Created by Ind ndent Third Party:Yes Evaluation Re Vs FL14604 R5 AE 510947A.Ddf Created by Indepen ent Third Party:Yes 14604.4 Series 24511 pact Vinyl SH Series 2451 Impact Vlnyi,SH Nailing Fin Nailing Fin Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL14604 R5 C CAC Ni012533-R2.odf Approved for use outside HVHZ: es Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2022 Design Pressure:+50/-50 Installation Instructions Other:Configuration:O/X Max.F me Size:W-48"H-72" FL14604 RS n 08-00562B.odf Max.Vent Size:W-44.25"H-35"G zing:3/4"Overall Verified By:Luis R.Lomas,P.E.Florida P.E.62514 Laminated IG Created by Independent Third Party:Yes Evaluation Reports FL14604 R5 AE 510951.odf FL14604 R5 AE NOA Safiex PVB 15-1201.11.Ddf Created by Independent Third Party:Yes 14604.5 Series 2451 Impact Vinyl SH Series 2451 Impact Vinyl SH Nailing Fin Nailing Fin httns:Hfloi•idabuildinL.ore/nr/nr ann dtl.asnx?naram=wGEVXOwtDasw8ZVNfe8A7badr8... 2/17/2017 Florida Building Code Online Page 3 of 4 Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL14604 R5 C CAC N1013364.02.ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/30/2018 Design Pressure:+50/-50 Installation Instructions Other:Configuration:O/X Max.Frame Size:W-48"H-72" FL14604 R5 ILO Glazing:3/4"Overall Laminated IG Verified By:Luis R.Lomas,P.E.62514 Created by Independent Third Party:Yes Evaluation Reports FL14604 R5 AE 513739df Created by Independent Third Party:Yes 14604.6 Series 2461 Impact Vinyl SH Flange Series 2461 Impact Vinyl SH Flange Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL14604 R5 C CAC Nrpj_�364. 3.S f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/30/2018 Design Pressure:+50/-50 Installation Instructions Other:O/X Max.Frame Size:W-53 1/8"H-72"Glazing: FL14604 R IS 1 08.02915.gdf 3/4"Overall Laminated IG Verified By:Luis R.Lomas,P.E.62514 Created by Independent Third Party:Yes •••• Evaluation Reports • • FL14604 R5 AE 513740.odf • • •••• •••••• Created by Independent Third P ft:•YbS 0 • • •• 14604.7 Series 2461 Impact Vinyl SH Flange Series 2461 Impact Vinyl SH Flan,*•••• •• •• •••••• • Limits of Use Certification Agency Certificate••••• • •••• Approved for use in HVHZ:No FL14604 R5 C CAC N1012533.0jelik-?qpd •• • • • Approved for use outside HVHZ:Yes Quality Assurance Contract Elttiiration4)ate• • • • Impact Resistant:Yes 02/28/2022 •• • •• •• ••• Design Pressure:+50/-50 Installation Instructions 000000 •••• ••••• Other:Configuration:O/X Vent Site:W-51"H-34.5" F1.14604 R5 II 08-00564B.fxif • • • • Glazing:3/4"Overall Laminated IG Verified By:Luis R.Lomas,P.E.�Orida•QE.62514 •••• •••• • Created by Independent Third PaFW*Ym• • • Evaluation Reports • • • • FL14604 R5 AE 510953A.Ddf • • • • •••••• FL14604 R5 AE NCA Saflex PVD5-1, 1.1 Lodf • • e ndenird P :1Es• —` •••••• • • 146 Series FW1 1000 Impact Aluminum Series FWI 1000 Impact Aluminum SH •• SH Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14604 RS C CAC N1009020.0I-R2-signed.adf Approved for use outside HVHZ:Yes FL14604 R5 C CAC N1009020.02-RI-sianed.Ddf \ Impact Resistant:Yes FL14604 RS C CAC N1009020.03-132-sloned.odf Design Pressure:N/A FL14604 R5 C CAC N1010670.01-Rl.odf Other:See drawing 08-02476 for design pressures. FL14604 R5 C CAC N1010670-RI-sioned.odf Quality Assurance Contract Expiration Date 12/31/2019 Installation Instructions FL14604 R5 Ii 08-02476.odf Verified By:Luis R.Lomas,P.E.Florida P.E.62514 j Created by Independent Third Party:Yes Evaluation Reports FL14604 RS AE 513232.odf FL14604 R5 AE NOA 14-0423.16.PDF FL14604 R5 AE NOA Saflex PVB 15-1201.1 i.pdd Created by Independent Third Party:Yes Back Next ,_,.,..--,,:..-^"'•���-` Contact Us::2601 Blair Stone Read.Tapahassee FL 32399 Plane:850.487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida—Privacy Statement::AccesslblllN Statement::Refund Statement Under Florida taw,email addresses are public records.if you do not want your a-mall address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mag.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address 9 they have one.The enrolls provided may be used for official communication with the licensee.However email addresses are public record.I(you No not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,FS.,please click W_L. Product Approval Accepts: Credit Card Safe h httns://floi-idabuildinp.org/nr/nr ann dtl.asnx?nsram=wC;FVXOwtDnrwR7.VNfPRA7hnrlrR W17/?A17 NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: NI009020.02-R1 - DATE: 04/13/2011 CERTIFICATION PROGRAM: Structural COMPANY: Eastern z CODE: 1783-1 Q r3 REVISION DATE: 08/05/2014 To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertitication.com to assure that the product is active and currently listed.This certification represents product conformity to the applicable specification and.... (fiat certification criteria has been satisfied. A NAM I approved certification label must be applied to tDc product toclaiffi••••• ***to* certification status. Please review and advise NAM I if any corrections are required to this document.•• • • •• •• •• •••••• COMPANY NAME AND ADDRESS PRODUCT DESCRIPT;[ N • Eastern Architectural Systems Series"FWI 1000" Alufry'pypf ; •••• ••••• 10030 Bavaria Road Impact Rated Single Hung• ::&w 0 0000• •••••• Ft.Myers,FL 33913 Configuration:O/X:••:• 0 •• • •••. Glazing:Laminate-1/8"-Annealed Glass/ • • • 000000 0.090"Safety-Plus 11 Interl'ayrr? • • • •••• 1/8"Annealed Glass • • Frame: W-1349mm(53.13") H-2438mm(96") Sash: W-1281mm(50.44") H-1226mm(48.25") SPECIFICATION P UCT R G TAS 201/202/203-94 Desi Pressure:12873 Pa(60 psp arge Missile Impact Rated Product Tested By: Fenestrtion Testing Laboratory,Inc. Report No: 07-311/5417/02 Expiration Date: September 30,2020 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes,VA 23072 Tel: (804)684-5124 Fax: (804)684-5122 nR,S:OnS ICY OESCP�n110�+ UAIL � MVNUrfU NOTES: 15.FOR FRAME ANCHORING INTO WOOD FRAt.!INC OR 2X BUCK USE #;4 WOOD SCREWS 'h'ITH 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SUFFICIENT LENGTH TO ACHIEVE A 1 7/16" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE RECUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 16.FOR FRAME ANCHORING INTO IaASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURERS PUBLISHED L7.FOR FRAME SUFFIANCHOCIENT NGTINr INTO O METAL STRUCTURE USE y14 SMS OR SELF DRILLING SCREWS INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADSELEVATIONS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN !N ELEVATIONS AND INSTALLATION CETAILS. MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 18. ALL FASTENERS TO BE CORROSION RESISTANT. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY 19.INSTALLATION ANCHORS SHALL BE INSTALLED 1N ACCORDANCE WITH ANCHOR FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIF!EO 9cLOW: MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. A. WOOD — MINIMUM SPECIFIC GRAVITY OF 0=0.42 6. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED B. CONCRETE — !AINIMUM COMPRESSIVE STRENCTH OF 3,192 PSI. COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF C. MASONRY — STRENGTH CONFORMANCE TO AST. C-90, GRADE N, TYPE 1 (ORI GREATER). THE ARCHITECT OR ENGINEER OF RECORD. D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 1/8" THICK ;J!NI;!U.V. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4" 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11.FRAME MATERIAL: EXTRUDEDRIGIDPVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEETS 2-7 FOR CLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM 15 NOT REQUIRED FOR THIS PRODUCT IN WAND BORNE DEBRIS REGIONS. 14. FOR FIN INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SIGNED:0812612014 "v acmoc�iru.,:,c,n TABLE OF CONTENTS z".,.�,"°`�'�'u�r.. `���J\9 R' C pr�'fi�i�i • •• • • WZF-� +nw,oru • ENSJSHEET NO. DESCRIPTION - �++»� ••�. F —r I S FWI 1000 IMPACT +'*" �ylllp,.6¢6 #- 1 I NOTES •• ••• •• • w • SES SINGLE HUNG WINDOW �-a 2 - 6 +ELEVATIONS NOTES �•p, 51'ATE OF :t�_Z 7 CROSS SECTIONS AND B.O.M. on•w.•,; owc++o. 08-02476 �ioj�SS<OR10G\��\ 8 — 11 INSTALLATION DETAILS • ••• • SYCnai.• • % / S EEI �i7j7�ONA;1E\A�� 12 COMPONENTS • • • • • NTS • 14 1 11 12 ••• • • • ••• • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • R1' UC.XRu1110V WE A PHUVEU ' 48" MAX FRAME WIDTH 48" MAX FRAME WIDTH--I 13" f 5" MAX 13" MAX O.C. —{ 5" MAX 5" MA% MAX --I --5" MAX O.C. 5" MAX 5" MAX TT-- 12" MAX. O.C. MAX O.C. / 1 72 MAX 72" .� FRAME MAX II HEIGHT FRAME i HEIGHT 1 !— I—.C90" SAFLEX BY SOLUTIA / / f 1/8" 45 i�-- 1/8" HS EXTERIOR INTERIOR i ALUMINUM SPACER SYSTEM SETTING ST UCEXRF.L SE>•rNi J 51:SAFi.cY. 552 i 5.. MAX 5" + i SLOC:4 GLAZING DETAIL A SERIES FWl 1000 IMPACT SINGLE HUNG WINDO SERIES FWl 1000 IMPACT SINGLE HUNG WINDOW EXTERIOR VIEW FRAME INSTALLATION EXTERIOR VIEW FIN INSTALLATION qFZ6NPRCSSURERAT7NAj IMPACT RATING t75.OPSF LARGEANDSA4ALL MISSILE IMPACT PAISSILE LEVEL 0,WIND E 4,AND HVHZ WITH GLAZIN NOTES: 1. SASH SIZE: 47" X 38". 2. D.L.O.: 42 3/4" X 31 5/8". 3. HARDWARE: e•vunmc..mc.mw.s.news a.(1) METALLIC CAM LOCK LOCATED MIDSPAN OF TOP RNL ••• ••: : : t3 �'�'��� w.aw.ueu��rwe \\\\`S 11Rtll i o� AND ANCHORED TO FIXED MEETING RAIL. 0.(2) SPIRAL BALANCE LOCATED ON EACH JAMB. •• •: ••: GT!` 7,.;?„�,;;,y ri+ irtdi°ro+n+n `ter.��pEN,q�.'9�i�i� c.(2) BALANCE SHOES LOCATED ON EACH SASH BOTTOM RAIL END. • • • • • • • • SERIVS FWI 1000 IMPACT =it• 4. NO REINFORCEMENTS. •• ••• •• • • • "NGL ELEVATIONS HUNG WiNODW �;/-4 E `' TAT OF �= FCORIOP. • • ••• sc.<r•NTS •°'iF 06/IOJt a 08-eo�4260F 12 //;+/ONAI.S: • • • • • • • • • • • •• • • • • • • • ••• • • • ••• • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 53 1/2" MAX FRAME WIDTH arHmons 53 1/2" MAX FRAME WIDTH--{ nv GcscumnGn Ge:c aaapp.Ef) 5" MAX 10.. 5° MAX 13.' — MAX O.C. I 5" MAX I� I — 5" MAY O.C. 5" MAX 5" MAX - TI MAX O.C. / MAX O.C. / ?—II I I f 761/2" 76 1/2" �I I— I 2' MAX MAXFRAME 1 / FRAME 11 + 3/16" HS HEIGHT HEIGHT i— ! I.100" HP SOLUs!A EXTERIOR � INTERIOR I I BITE / / I TD*— S�TTINC 11 STRUCTURAL SEALANT SIKAFLEx 552 I 5" MAX ^— -- - -� 1 SOCK GLAZING DETAIL B SERIES FWl 1000 IMPACT SINGLE HUNG WINDOW SERIES 00 I ACT SINGLE HUNG WINDOW EXTERIOR VIEW FRAME INSTALLATION EXTERI R VIEW FIN INSTALLATION DESIGN PRESSURE RAT G IMPACT RATING 11 +120.0/-f50. F LARGEANOSMALL MISSILEIMPACT/` AIISSIL EVEL D.WINCkZ0NE4,AfVOHVHZ i WITHG NG8 NOTES: ••• ••• • • ••• S6e�a��Qst! asn".'"'.,A�uwcic.o.n. \\\�J`9 R' LfoII/>,�,�. 1. SASH SIZE: 50 1/2" X 38 1/4". • • •• • • „, „„ „o „. w 2. D.L.O.: 47 1/2" X 31 3/4", • •• • • • • v�-:.,,. .�... _.""o,..,. u� isaneu» `\�, .��pENSP P 3. 14AROWARE: • • • • • • .• • SERIES FWI 1000 IMPACT =*• �I(1p,�6¢51 0.(1) METALLIC CAM LOCK LOCATED MIDSPAN OF TDP RAIL •• ••• •• • • •• _ '//". 7�,Jr AND ANCHORED TO FIXED MEETING RAIL. SINGLE HUNG WINODW „a b.(2) SPIRAL BALANCE LOCATED ON EACH JAMB. ELE`/ATIONS pp_ SLAT OF ••rp= c.(2) BALANCE SHOES LOCATED ON EACH SASH BOTTOM 4. NO RAILREINDFORCEMENTS. • ••• ••• ••• scny N?S • 4TE 08/20/14 OB 024360E 12 //i7sjONA j1�?�N�\ • • • •• • • • • • • • ••• • • • ••• • 0:0•• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • � RCh51'JNS 53 1/8" MAX FRAME VIIDTH 53 1/8" MAX FRAME INIDTr1 R-1• aLsca;r:=m+ mvL ,wrRwLc 14 1/2" 13" 5 MAX—i I--'r MAX O.C. 5" MAX 5" MAX r-D.C. —{ ^S" .,AX ) III 5"MAX 5" MAX T- T- I �— 10" _^ _ 7/8" 12" / MAX O.C. i MAX O.C. '--1 i I 3/16" F(S r / T— / T .090" SAFLEX 8Y SOLUTIA 1/8" ANN. --�I-1 I— 3/11" HS 78" 78" EXTERIOR III MAX I II I i INTERIOR MAX FRAME FRAME HEIGHT r ALUM\U.".' SPACER SYSTEM HEIGHT � 3/." BITE 'I STRUCTURAL SEALWdi i SETTwO SIKAFLEX 552 / BLOCK GLAZING DETAIL 0 I 5" M,. 5" MAX 1 I SERIES FM 1000 IMPACT SINGLE HUN WINDOW SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW EXTERIOR VIEW FRAME INSTALLATION EXTERIOR VIEW FIM INSTALLATION DESIGN RESSUR NG IMPACT RATING +8 - OO.OPSF LARGEANOSMALL MISSILE IMPACT MISSILE L L 0,WIND ZONE 4,AND HVHZ WITH GLAZING D NOTES: 1. SASH SIZE: 50 1/2" X 39 1/2". 2. D.L.D.: 47 1/2" X 33 1/2". .+%:cc•uwe"nca •• ••• • • • '�P. �$ ¢ u:.c��1`::i:a,. ,\\\�111�1 f1107j//i 3. HARDWARE: • • • • • • o.(1) METALLIC CAM LOCK LOCATED MIOSPAN OF TOP RAIL • • •• • • _ " _ : 1 ��J q AND ANCHORED TO FIXED MEETING RAIL. • •• • • • • ��� "' ` ""'c"''^a.c"'w° � \GENSF• J; b.(2) SPIRAL BALANCE LOCATED ON EACH JAMB. ••• •• •• ••• ••• SERIES FWI 1000 IMPACT =*• alp 6¢61 c.(2) BALANCE SHOES LOCATED ON EACH SASH BOTTOM SINGLE HUNG WINDOW RAIL ENC. ELEVATIONS po STAT = 4. NO REINFORCEMENTS. uRR.r.: or:cna R`, i�'c�t.S'.eCORtOA•G�a� • ••• • ••• V.L. 08-02476 • • • • • —ONTS • °4E 08/20/14 "'L`-'S OF 12 7j//'f llllllll\ • • •• • • • • • • • ••• • • • ••• • • • • • • • • • • • • •• •• • • • •• •• 000 0 0 0 000 0 0 1/8" MAX FRAME WIDTH {--53 1/8" MAX FRAME WIDTH� T— ctSCaa•cm+ c>r n+nwco- 5" MAX �- i3 I--5" MAX 5' MAX fi 0" 5" '{ —5" MAX i MAX D.C. �i ! } I I MAX 5" MAX __" � T— ' } 1 , /4" / MAX O.C. / M C. C. T"i 3/8" L I � .C9C" SAf�TY—PLUS �. 961, I I 1/8 ANN 96" ! MAX MAX HEIGHT EXTERIOR i INTERIOR FRAME HEIGHT 11 3/4"r BITE r F I S-TYING ne—i �-STRUCTURAL SEALANT 1 !( --LOCK SIKAFLEY, 552 IS I GLAZING DETAIL E 1 5•, MAX 5" MAX SERIES FWI 1000 IMPACT SINGLE HUNG DOW SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW EXTERIOR VIEW FRAME INSTALLATIO EXTERIOR VIE4Y FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RA t60.OPSF LARGE AND SMALL NOTES: MISSILE IMPACT 1. SASH SIZE: 50 7/16" X 48 1/.". g �r usrt-n.aryn¢,exra•s:n+s •• ••• • • • sem► ^�'^•s*•o-' \ / 2. D.L.O.: 47 5/8" X 43 5/8'. MISSILE LEVEL D.WIND 20NE 4,AN0 NVHZ • i • • • • aasreN n rwsrcm+c+er.s z•». \\\\51 R, LIQ//�j 3. HARDWARE: WITH GLAZING • •• • • • • `..M'..,..,....o"•'�` wncN� v,'�\G S�-9S'v o.(t) METALLIC CAM LOCK LOCATED MIDSPAN OFT RAIL • • •• • • :`P---•^-y^_--'^Y•^•^ tl'.;#.'Yco", EN-•T AND ANCHORED TO FIXED MEETING RAIL. • • • • • • b.(2) SPIRAL BALANCE LOCATED ON EACH JAMB. •• 000 •• • • • •• SERIES FWI 1000 IMPACT -•�'*• 0 51 c.(2) BALANCE SHOES LOCATED ON EACH SASH BOTTOM SINGLE HUNG WINDOW J•,l/.�,�.'TAT- F ELEVATIONS `p A- .'TAT-Of •w� RAIL END. 4. NO REINFORCEMENTS. orunre o-nr.no. ucv �'� 'c4OR101•:-��'�� 5. ALL UNITS RATED UP TO t60.OPSF MAY BE INSTALLED : •:• `•: ••• •N •o•[ 08/20/1 4 08-02476 60E 12 - / S�ONAL1aG�`\\ WITHOUT ANCHORS AT THE SILL. • •• • • • • • • • ••• • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • BILL OF MATERIALS FOR ILLUSTRATION PURPOSES ONLY ITEM NO.:PART NO.:1 DESCRIPTION MANUFACTURER MATERIAL r+[v a[sua+•:c� _ -_❑a j :a•n�ov[o 1 FRAME HEAD EAS ALUMINUM6063-T6 FOR INSTALLATION DETAILS -— - Z FRAME SILL EAS ALUMINUM6063-T6 REFER TO SHEETS 9-12 3 HI-RISESILL EAS ALUMINUM6063-T6 4 FRAME JAMB EAS AWMINUM6063-T6 5 FIXED MEETING RAIL EAS ALUMINUM6063•T6 n 6 APPLIED FIN EAS AWMINUM6063-T6 I 7 MEETING RAIL EAS AWMINUM6063-T6 8 LIFT RAIL EAS ALUMINUM 6063-T6 , 9 HI-RISE LIFT RAIL EAS ALUMINUM6063-T6 10 SASHIAMB EAS ALUMINUM 6063-T6 11 11 IG GLAZING BEAD EAS ALUMINUM6063-T6 ml 12 MONOLITHIC GLAZING BEAD EAS ALUMINUM6063-T6 13 CADWELL SPIRAL BALANCER EAS EXTERIOR INTERIOR 14 SASHLOCK EAS DIE-CASTZINC 15 BALANCER PIVOT LOCK EAS 16 VENTSTOPS EAS t2 14 17 BALANCER PIVOT BARS EAS 18 LIFT RAIL BULB EAS VINYL _ 19 FRAME SILL BULB EAS VINYL 5 7 20 SASH WEATHERSTRIPPING EAS _ 21 RAILWEATHERSTRIPPING EAS �t I 12 EXTERIOR TI i INTERIOR 3 • I;;jKv 72 13 20 e `I INTERIOR sI i VERTfCAL SECTION EXTERIOR es+cwv+rcxrce+ueu s:mu llllllll0, / VERTlCaL 5*EC�I�JEI • • • • = "4 �`�J�5 Hy G, • •• • • • • SERIES FWI 1000 IMPACT ='h:�10,.6�51 •'+t� ••• ••• ••• ••• • • ••• SINGLE HUNG WINODW �p BTAT 4 it B.D.M., CROS5 SECTIONS & GLAZING DETAIL HORIZONTAL SECTION uwmn: okc.o �v40R0"'G 2� •:• ••• ••• sc.ic [[ 08/20/14 08-02476snc 7OF 12 • • • • • • • • • • • • • • •• • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5/8" MIN. nEne:oms __ ___-- EDGE DISTANCE RE. I oEscwr.•:un I —� 1 � G:E I N+agU'rEtl WOOD FRAMING OR 2X BUC BY OTHF 1 7/16" MIN. EMBEDMENT I o I �' CKER ROD 1/4" MAX. JJJ APPROVED SHIM SPACE SEALANT 1 7/16" MIN. _ _ 1/4" MAX. EltBEOl.fE:YT —� SHIM. SPACE #14 WOOD SCREW L_ INTERIOR 5/8•' MIN. J EDGE DISTANCE #14JL SCREW EXTERIOR INTERIORWOOD FRAMING FRAMING J �—�1 EXTERIOR OR 2X BUCK BACKER ROD BY OTHERS & n?PROVF.0 SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION ;r i I � #14 WOOD SCREW i BACKER ROD & APPROVED 1/4" A1AX. SEALANT —�SHIM —SPACE WOOD AMING I 1716" MIN. OR 2X UCK EM/11DMENT BY OT S I VE L CROSS SECTION WOOD FRAMING CK INSTALLATION ••• • • • cu:.w+wo"nuu.c srow+s \\ 111 +� STANDARD SILL SHOWN.H • • •• • • NVA �`.M�»T',-•o.•M V- uw..niLam+om+ '�w\�\G • •• • i • • •• ••• •• • • • •• SERIES FWI 1000 IMPACT =*• 0 6)261 *= NOTES: SINGLE HUNG WINODW — rvr r.INTERIOR AND EXTERIOR FINISHES,BY OTHERS. INSTALLATION DETAILS pTATE OF w� NOT SHOWN FOR CLARITY. 2.PERIMETER AND JOINTSEALANT BY OTHERS TO BE w+wwn: owc no, �j,Fs;.<ORID••G DESIGNED INACCORDANCEWITHASTME2112 • • ••• •• VL • • 08-02476 - ��iis/ONAL • • • • • srxiNTS • WE 08/20/14 111E118 OF 12 III1111114� • ••• • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • nC'% 1 11C1CNinfiU\ '--',-E —;1010 METAL STRUCTURE BY OTHERS r SHIM MAX. SPACE APPROVED SEALANT #14 .S OR SELF ILUNC SCREW _ 1/4" MAX. 1 SHIM SPACE INTERIOR I EDC tSTANCE ORJ EXTERIOR INTERIOR SEE#14 SMS LF DRILLING I, SCREWS METAL STRUCTURE E)(%'ERIOR BY OTHERS BACKER R00 & APPROV'[0 SEALANT , JAMB INSTALLATION DETAIL .4 SMS OR METAL STRUCTURE INSTILLATION 'SELF DRILLING SCREW BACKER ROO h APPROVED a" MAX.t SEALANT / SHIM SPACE METAL I STRUCTURE BY OTHERS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION STANDARD SILL SHOWN,HI RISE SIMILAR �+ • • ![� w+a�t.+no,acw«am+a ` \\lllllh!// • • 'ice ins r a"4"Oac+�n. v•��G E ml,'llP�i • • •• ••• •• • SFRI;S GHY 1000 IMPACT =�'• 0 61 •*~ NOTES: SINGLE HUNG WINDOW 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, INSTALLATION DETAILS �'JOO TAT EEEE OF•��\ NOT SHOWN FOR CLARITY. 2.PERIMETER AND JOINT SEALANT BY OTHERS TORE • ••• 4v. ••• �V nc. •OS-02476 n[•, o RIOa�`'P\ DESIGNED IN ACCORDANCE WITH ASTM 627 12 • • [ TS • °"'E 01/2-0/1;4 • s,[n9 Of 12 A//IIINAI • •• • • • • • • • ••• • • • ••• • 2 1/2" MIN. j acHs:orn CONCRETE/MASONRY I�EDGE DISTANCE BY OTHERS I I acv I oscmvnov u.rE "cnaovca • < �• a 1 1/4" MIN. EMBEDMENT —T i OPTIONAL IX BUCK SEE NOTES 3 - 7 SHEET t t I/4" EN! 1/4" MAX. ESIBEnMENi 1- BACKER ROD SHIM SPACE II & APPROVED CONCRETE/MASONRY SEALANT BY OTHERS + 1/4" TAPCON OPTIONAL IX BUCK ` I ` i --I I` SEE NOTESSHIM SPACE SHEET , II XTER/0R INTERIOR 1/4" TAPCON INTERIOR tx �a J L 2MIIN.EDGE DISTANCE ' TZJ _J EE RIOR � BnC+(nF< ROD I & APPROVED SEALANT 4" TAPCON JAMB INSTALLATION TAIL 1/4- CONCRETEALIASONRY INS LLA TION BACKE ROD & APPR ED 1/4" MAX. SEI. Tr SHIM SPACE NOTES: OPTIONAL IX BUCK I I,INTERIOR AND EXTERIOR FINISH BY OTHERS. SEE NOTE 3 - 7 NOT SHOWN FOR CLARITY, —�' 2.PERIMETER AND JOINT ANT SY OTHERS TO BE SHEET 1 DESIGNED IN ACCORD E WITH ASTM E211, _ a 1 1/4" MIN, c+nemunc�+rcc+v�.n+cw. \llUllllfl 'a" • EMBEDMENT •• ••• �6p�y l��p 17,9' u:rc•:,.�•a:;s^r= \ 5 F. L0,1111, •n r • • _aIY^.:R ".C::!" w3��iiia�"a. o ���.'\C E"q S'- a, • • • • • • 3ERINS FWI.1000 IMPACT =* 0 CONCRETE MASONRY ^-�2 1/2" MIN. •• ••• •• • 4SIALE•RUNG WINDOW — �{l//,w'G1'(0 / pGE DISTANCE INSTALLATION DETAILS ��' STAT w� BY OTrIERs VERTICAL CROSS SECTION CONCRETERAASONRYINSTAGLATION V.L. o-"c no. ^� %O��`s.c�OR10p;•G�2� STANOARO SILL SHOWN,HI RISE SIMILAR v•L. 08-02476 "'i""/O NAI.E� • ••• [c o'c SKEr Nll • • iG" 1JT5 Oi/2p/•4 • 10 OF 12 f7 Iltlll\\ All • • • • • • • • • • • •• • • • • • • • ••• • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 3/8" MIN. EMBEDMENT q,o w000 � . wood —�.--------{------_---- SCREW FRAMING 81 OTHERS I;;j>< 1/4" MAX. SHIM SPACE 7/16" MINJ --I- II EDGE DISTANCE I � I WOOD FR G _ + 1/4" MAX 8Y IHERS SHIM SPACE INTERIOR '\r/ i MIN. I � I�� N. i I IIS J EXTERIOR F' INTERIOR EMBEDMENT i �f j i l I � #10 WOODi ' SCREW1J`��_-_J 7/I6" MIN EXTERIOR EDGE DISTANCE (— JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION r I 1- 1/4" MAX NOTES: I 1 SHIM SPACE 7.INTERIOR AND EXTERIOR FINISHES,BY OTHERS. k -r NOT SHOWN FOR CLARITY. 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE 7/16" MIN �- / � DES/G,VED LN ACCORDANCE WITH ASTE1 EZ I la. EDGE DISTANCE I 10 WOOD WOOD ,��,,,.,,y,,«o, . SCREW ,,,•`0o',;«u kkllllll/ FRAMING •• ••• s'�>4 �� � �\1 I// ., , .,..:.,•. \� R. L /i 1 3/8" MIN. 8Y OTHERS • • w":"' ��5 Q.t�Aim EMBEDMENT • • VERTICAL CROSS SECTION ••• •• •'• ••• S�RIF� F•\y61000 IMPACT =*• o e¢61 WOOD FRAMING OR 2XBUCK INSTALLATION SINGLE HUNG WINODV! �j nitk �= INSTALLATION DETAILS Cyt TAT OF w` nn s A,<ORIOP•G\�� • ••• V. ••• • •08-02476 - • • s tieNTS nnre 0j/2t/l&'4 "'°E`1, OF 12 /,//It 110 • •• • • • • • • • ••• • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 3 3/8" 3 7/16- 3 5/16" 1 11/16" 3 3/8- 4 5/16" T- 3 1/16- 2 5,18 2 9/ G" n il ju FRAME HEAD FRAME SILL FRAME HI RISE SILL FRAME JAMB FIXED MEETING PAIL 0 ALUMINUM6063-T6 O ALUMINUM6063-T6 O ALUMINUM 6063*76 ALUMINUM6063-T6 ALUMINUI.46063,T6 .062"THICK .062,THICK .062*THICK .062"THICK .062"THICK 2 3/8" 2 3/8" 2 9/16- 5/16- --4 1 9/16.. — 2 1/4- 2 1/2- 15/8- 1 .1 1 1— 1 APPLIED FIN MEETING PAIL LIFT RAIL HI RISE IMPACT LIFT RAIL SASH JAMB OALUMINUM 6063-T6 O ALUMINUM 6063.76 O ALUMINUM 6063-T6 O ALUMINUM 6063•T6 ALUMINUM 6063-T6 .062*THICK .062'THICK .062*THICK .062'THICK .062'THICK 1/4.. 1 5/16- 15/16" lid 15/16" 090 es: T— TH I INSULATING BEAD GLAZING BEAD 0 0: :tlfttP-lW.0-^,:T�.-R=; 11 ALUMINUM6063-T6 ALUMINUM •0 0 a a Z, ,062"THICK .062*THICK 00 090 0 0 0 StRI@S MI 1000 IMPACT ' SINGLE HUNG WINODW COMPONENTS TE OF D- R{ - 0 000 I.P7 28-02476 •• %-.NTS 0 0*420/Ift 0 12 OF 12 11111%k\ 009 0 09* *:9 V: