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WS-18-385 s Permit No;WS-2-1$-385 �sKO1 Suy,� Miami Shores VillagePem*Type.-,Windows/Shutters 10050 N.E.2nd Avenue NE ' Per � hark Classification:Door Replacement Miami Shores,FL 33138-0000 Pefmt Status:APPROVED Phone: (305)7955-2204 �'CORLDp' issue Date:315/2018 Expiration: 09/012018 Project Address Parcel Number Applicant c 1070 NE 95 Street 1132050120030 JANENE CHURCH Miami Shores, FL Block: Lot: Owner Information Address Phone Cell JANENE CHURCH 1070 NE 95 ST MIAMI SHORES FL 33138-2548 Contractor(s) Phone Cell Phone Valuation: $ 3,803.00 FLORIDA WINDOW&DOOR (561)340-4300 -- - � - µ. Total Sq Feet: 2209 Type of Work:INSTALL 1 IMPACT DOOR Available Inspections: No of Openings: 1 Inspection Type: Additional Info: INSTALL 1 IMPACT DOOR , Window Door Attachment ' Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $2.40 Invoice# WS-2-18-66449 DBPR Fee $2.00 03/05/2018 Check#:7803 $79.40 $50.00 DCA Fee $2.00 Education Surcharge $0.80 02/14/2018 Cash $50.00 $0.00 I , Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $3.20 Total: $129.40 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 peimits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate andFallwill be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-named contractor " ed. March 05, 20181 Authorized Signature:Owner / Applicant / Contractor / n Date Building Department Copy March 05, 2018 1 I Miami Shores Village Building Department FEB 3 2018 \ 100.S /�, 0 N.E.2nd Avenue,Miami Shores, Florida 33138 — AAA V / Tel:(3C5)795-2204 Fax:(305)756-8972 V INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201, 61" BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL [IPLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1070 NE 95 St City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-3205-012-0030 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: OWNER:Name(Fee Simple Titleholder):Janene Church Phone#:305-606-0793 Address: 1070 NE 95 St City: Miami Shores State: FL Zip: 33138 Tenant/Lessee Name: NA Phone#: Email: Janenec@bellsouth.net CONTRACTOR:Company Name: Florida Window and Door Phone#: 561-340-4300 Address: 7108 Fairway Drive Ste 120 City: Palm Beach Gardens State: FL Zip: 33418 Qualifier Name: Scott Berman Phone#: 561-340-4300 State Certification or Registration#: CGC-1509450 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$3,803.00 Square/Linear Footage of Work: 2,209 Type of Work: ❑ Addition ❑0 Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: 41 C'lz� 1�t�� I1 oor— Specify color of color thru tile: Submittal Fee$ to 1 Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ �— (Revised02/24/2014) Bonding Company's Name(if applicable) NA Bonding Company's Address _ City State Zip Mortgage Lender's Name(if applicable) NA 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 I commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and reinspection fee will be charged. SignatureX'AJ& Signature OWNER or AGENT RACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this �s day of�QA4K1 2019 by day of 20� ,by Janene Church who is personally known to SCO Berman who is personally known to me or who has produced TQe0ein Meayri4l Ib Sodle, 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: 044, Print: r/ Print: �.. 'CAROL A.HAMMERSLA Seal: ', A.Ki �;_ MY COMMISSION#GG 039811 Seal: 'r�i�YA EXPIRES,October 19,2020 MYCOMMISSION#FF897717 BondedThruNotary Public Underwriters 'Fo,mo?F EXPIRES July 09,2019 �4L4)396-u^-53 Ftonda^1eta.ry3ervlr�.corc APPROVED BY tcl (� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) y�on�s Miami shores Village ` Building Department ••o� 10050 N.E.2nd Avenue _ Miami Shores, Florida 33138 Tel: (305) 795.2204 LpR�Up' 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). Acknowledgement: Qualifier er Signature Date Print Name 1125 N. Dixie Highway Lake Worth, Florida 33460 • F: (561) 624-8037 INSTALLATION CHECKLIST FLORIDA ❑(561)848-7011 Corporate ❑(561)340-4300 Palm Beach 1 No verbal agreements are recognized. All terms must be in writing on the contract Window & Door ❑(954)990-1800 Ft. Lauderdale❑(772)621-5905 Port Saint Lucie and specification sheet. , x ❑(305)370-3770 Miami ❑(941)225-7555 Sarasota 2 Contact Info...We require at least 2 telephone numbers and an email address from every ❑(239)687-7555 Naples ❑(813)475-7555 Tampa customer. Please agree to provide this information and the best phorr,numbers to contact - you during working hours(9-5). ❑(321)332-1237 Orlando 3 Project Coordinators...You will be assigned your own Project Coordinator who will be www.floridawindowanddoor.COm • CGC 1509450 responsible to schedule the dates of your measure,installation and municipal inspections. Florida Window&Door("Seller")agrees to sell and supply customer and customer agrees to purchase from Your Project Coordinator will contact you prior to your installation and let you know the time Florida Window&Doorthe following windows and other materials and services on the terms and conditions your Crew is expected to arrive within a four hour time frame;for example 8-12,but it does set forth below. All items purchased hereunder are covered to the extent applicable by the Limited Warranty. vary depending on job location,traffic and material pick-up. Contract subject to measure,engineering,city approval and use of elevator to stage and remove product. Installation time is approximately 8-12 weeks from date of measure. In the event in which a Home Owners Association(HOA)approval is required the installation will approximately occur • INFORMATION/ • within 8-12 weeks of"Seller'being notified of the approval by the HOA in writing. Should contract include special order items,patio enclosures,construction,Historical Board Approval, �k h architectural renderings or site specific engineering the approximate installation date will be First and Last Name . vve Ckk urc V 4-within 8-12 weeks of approval by the municipality. \� 5 Installation dates are weather permitting,we use local weather reports as our guide due to �� O��� Installation teams using power tools. We use are best judgment to ensure the safety of our Home Phone Number Crews and Staff. If your installation is canceled for any reason other than weather we will gladly issue you a credit of$100.00 for your inconvenience. t r� 6 A responsible adult 18 years or older must be at the installation site at the beginning and Street: © /v 1 the end of the job. The head installer will do a walk around with you prior to starting work Job Address Cid QS to assess any existing damage,landscaping,or any property that could be affected by the �l Vv ` ( � ( construction. He is available to answer any questions you may have at that time. The head / installer is also required to do a post inspection when the job is completed. We want you to State' Zip: ( make sure that we exceeded your expectations,so go over the job very carefully. If there is anything that needs to be addressed,he will be able to take care of it,or ensure that any necessary parts are reported and ordered. Your balance due is payable by cash,check, Street' money order or credit card. If you are using our financing program a completion slip may need to be signed. Your installer will need to collect at the end of the job based on payment Billing Address City: schedule of the job. 7 Installation Team...We only use authorized Florida Window&Door installers. All work is State' Zip: guaranteed by Florida Window&Door,so you never have to worry. 8 Power...Installers will need to use your electricity. They do not carry generators. I agree to Mr. Cell ( supply access to my power. 9 Children and pets...Please provide a safe location away from the area during the installation Mr. Work ( process. Installers use power tools and we don't want anyone hurt. 10 Rotted wood is beyond our control. If we do find rotted wood,there will be additional charges for replacing it. If it's small don't worry,we got itl Your project coordinator will notify you if this Mr. Email happens at the start of the job. 11 We will obtain all necessary window,door,and shutter permits,site specific engineering, MrsJMs. Cell ( � 6v 6 —O 3 architectural renderings when applicable and information required by the municipality. The Customer will be responsible to sign,notarize and return all permit documents and provide the HomeOwners Association contact information and when applicable assist us in the submis- MrsJMs. Work ( sion of the application to the Association. Customer acknowledges length of time to manu- facture the product and submission of permit will be dependent on the timely return of all doc- uments,the Association approval,site specific engineering,architectural renderings and any Mrs.IINs. Email , (,} �� other items or approvals required in order to submit the permit to the municipality As a result - (I the Homeowner acknowledges and agrees that the permit may be submitted to the municipali- HOMEOWNER INFORMATION (MUST BE COMPLETED) ty by"Seller"beyond the 30 days as required in FI. Stat. 489.126. Any delay associated with the Customer failing to return or provide signatures or other necessary information shall not be Tvr►n of 14r%mn•.4:3_Hnnm n rnnein rl MI-I[_ the responsibility of the"Seller." I ne finance company may also require you to provioe aaamonal information ana/or pull Community Name: additional credit reports prior to the final approval of the loan. Your cooperation will expedite Management Company: the process. Financing may add additional time to the start of your project due to additional information being needed or documents executed.Changes in credit historymay void the Name: Company Phone: terms and conditions of the contract. 13 When your installation is in process,there will be debris. Some debris may fall in your CUSTOMER AGREES TO TERMS OF PAYMENT AS FOLLOWS: landscaping. Our Installation Teams do their best to avoid damaging your flowers,trees and bushes but occasionally it does happen as a result"Seller"can not be responsible for any Job Total $ (^ damage to any landscaping. 14 Dumpster/Storage...Under no circumstances do we leave job debris on your property. We 50% Down Payment $ 1 S-V remove everything for safety reasons. Please do not ask our representatives if you can keep /110 scrap. Dumpsters are not for customer use. We must be given a suitable place to work and store material. In the rare occasion,that there is not storage or work area available we will 40% Payable on Product Delivery $ �Z -Z-0store storage containers but that will be done at additional expense to you. 15 Wood...We do not replace the wood framing or stops around your windows. We reuse your Balance Due Upon Final Installation $ existing ones. It's better for the environment. These items are available for purchase if you would like to add them to your work order. '16 Construction Concerns...We do NOT do any painting or staining to the existing structure or Permitted Hold Back Pending Final City Inspection ($200.00) fiberglass doors.Sometimes plaster or stucco may crack during installation.We will repair the affected areas and prepare them for paint.You may have to do touch up painting or light In the event of a mathematical error,the prices_printed on the contract are the actual prices to be charged. sanding after we have completed the installation process. 17 Grids... If you ordered grids on your windows,the patterns will be the same as what you have DEPOSIT/FINAL PAYMENT IN THE FORM OF: existing unless otherwise specified on your work order. Please make sure this is the pattern you want. ❑Cash Check#34 o'l Financial Company 18 Screens...Half screens are standard on our windows. Name on Credit Card' 19 Window Treatments...We ask that you remove all window treatments prior to your installation. All windowstdoors being replaced will need at least 3 feet of clearance in order for our Crews to work. We DO NOT take down or reinstall any window treatments. In the event window Credit Card#: treatments are not removed we take no responsibility for their condition after installation. Most window treatments will fit after installation of new windows and doors but this is not guaran- Exp. Date: CPU Code: teed. 20 Hurricane Shutters... In circumstances in which we remove and reinstall existing hurricane Your final check is our receipt shutters we do not guarantee that the shutters will open and close without additional service y p or maintenance being performed by a shutter service company. Working condition is dependent on age of shutter and previous maintenance of existing shutters. In the event BUYER'S RIGHT TO CANCEL: "This is a home solicitation sale,and if you do not want the goods or that shutters are not reinstalled it is the responsibility of the Customer to replace all flooring services,you may cancel this agreement b providing written notice to the seller in person,b telegram,or and fill any applicable installation holes. y g y p y k 21 Alarm contacts...Will not be reconnected. As you must be a licensed alarm company to work mail.This notice must indicate that you do not want the goods or services and must be delivered or postmarked before midnight of the third business day after you sign this agreement If you Cancel this agreement the seller on alarms. Seller will leave the wires exposed when possible and your alarm company will may not keep all or part of any cash down payment" THIS CONTRACT CONSISTS OF THE FRONT AND " need to come out and reconnect them. BACK OF THIS PAGE. 22 Customer understands the details and time frames as outlined in my Installation Checklist and received a copy.,Please start_my order in accordance with the time frame provided. IN WITNESS WHEREOF the parties have here unto signed their name(s)this�,�:r day ofd 2011 j Customer(s)agrees that this Agreement,front and reverse,constitutes the entire understanding between parties,and there are no verbal understandings LEAD SAFE PAINT PRACTICES changing or modi/ying any of the terms of thisAgreement This Agreement may not be changed or its terms modified or varied in anyway unless such changes are in writing and signed by both er(s)andtheSeller.. Customer(s)herebyacknowledgethatCustomer(s)hasreadthefrontandreverseLE SAFE PAINT PRACTICES Customer hereby acknowledge receipt of a copy of this Agreement and has received a comp/ ed, geed,and dated copy of this Agreement Customer(s)also acknowledge that he or she was orally informed ofh her right tocar�celthi 0 e pamphlet,"Renovate Right:Important Lead Hazard Information for families,child care providers and schools",informing me/us of the potential risk of lead hazard exposure from Custom r ~' renovation activity to be performed in my/our me. Customer received this pa let before the work began. Customer __,_ _ ,.�,. � ,_ ..,,��-.---•--, - Init. Init. .�. Salesperson (Please Print Name) Location E O Customer elects reduced warranty option for a term of years. White-Company Copy Yellow-Company Copy Pink-Customer Copy - --r--v ----------rr-----^�•• ......... -•-»�-� �......., , ttp./lwww.iruamiaaae.gov/propertysearch/#/report/summao OFFICE OF THE PROPERTY APPRAISER =a Summary Report Generated On:1/11/2018 Property Information + Folio: --� 11-3205-012-0030 Property Address: 1070 NE 95 ST Miami Shores,FL 33138-2548 Owner_ JANENE CHURCH Mailing Address 1070 NE 95 ST MIAMI SHORES,FL 33138-2548 PA Primary Zone 1400 SGL FAMILY-3001-3250.SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds/Baths/Half 3/2/0 •, Floors 1 Living Units 1 Actual Area 2,489 Sq.Ft _......._._....._.......__._._..........�._._-...--- �....._._.....�-......__._...._ _ ._. ........... .. i Living Area 1,949 Sq.Ft K Adjusted Area 2,209 Sq.Ft Lot Size 8,921 Sq.Ft Taxable Value Information Year Built 1950 i 2017 2016 2015 ----- _.._.._....._._.....__._............_......__.....----..._- -........__.__._. __...._._......_....... County Assessment Information Exemption Value $50,000 $50,000 $50,000 - -........._.........._....__-___.........__........-.. `...__._.. Year 2017 2016 2015 Taxable Value I $179,993 $175,263 $173,698 _.__._.-........_........ _-._. Land Value $321,352 $299,139 $271,743 School Board ...._..... __.__ Building Value $153,746 $153,746 $155,028 Exemption Value ( $25,000 $25,000 $25,000 XF Value $0 $0 $0 Taxable Value $204,993 $200,263 $198,698 _..__....-............_ Market Value $475,098 $452,885 $426,771 City Assessed Value $229,993 $225,263 $223,698 Exemption Value $50,000 $50,000 $50,000 _.....__........._.._....... Taxable Value $179,993 $175,263 $173,698 ��-- -_ _.._.._..._ .............. _.. Benefits Information Regional Benefit Type 2017 2016 2015 Exemption Value $50,000 $50,000 $50,000 -- - - --- ..-........ ... Save Our Homes f Assessment $245,105 $227,622 $203,073 Taxable Value $179,993 $175,263 $17328 Cap iReduction Homestead {._...._.(Exemption $25,000 $25,000 $25,000 Sales Information - .._..-- . ....-.....-- --- --........_. Second Previous Sale Price OR Book-Page I Qualification Description I Homestead ,Exemption $25,000 $25,000 $25,000 07/01/1993 $185,000 15978-4559 Sales which are qualified Note:Not all benefits are applicable to all Taxable Values(i.e.County,School �_ __- --Tl--� `"' ` 11/01/1989 $132,000 14374-3028Sales which are qualified- Board,City,Regional). ------ 12/01/1971 $50,500 00000-00000 1 Sales which are qualified Short Legal Description KIRBYS ADD TO MIAMI SHORES PB 41-44 LOT 3 LOT SIZE 81.100 X 110 OR 15978-4559 0793 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp://www.miamidade.govfinfo/disclaimer.asp Version: Opening A j %,Te '- 0. Omit (j— � (�a���l tt✓ E — (Not Replacing) `��) MRH 12'� J 1. X Outs000 Door I Y- � � � 0 5 (Series 5000) J' FL17379.3 � O � FEB 3 2018 v' 000 00 -C i , _ Living .... c Room o ...... Bath ...... :00000 MLf •b•fd- 1 M Bedroom (31 z��)•. .:•••* • •••• O .� •: ;•• V .�.�• Bedroom •• •..• c .>W M ., . Kitchen •. "a00 0 ;0640; • co E p o Bath u. Dining Room _ _M _ � M L M Bedroom Mai oor Garage U) u- n rn u; d w d z0 = orZ cn ca M Miami Shires Village APPROVED BY DATE ZONING DEPTCMgM 6TflPEST.COM SCAALE: NOT TO SCALE CITY• _C� •�A DATE: BLDG DEPT ` Feb 07,2018 w PAGE DESCRIPMN: SUBJECT 1'0 C(,NIPHANCE VVILFH ALL FEDERAL Site Plan STATE ANL)C( ijN,'(HLL_S AND REGULATIONS � PAGE: OF� ENGINEERING EXPRESS® Design Wind Pressure(PMAX+, PMAX-): ASCE 7-10, Ch.30.4.2130.6.2 160 SW 12th AVENUE, *106 h<_60 ft. h>60-ft. DEERFIELD BEACH, FL 33442 Max Positive Pressure(PMAx+) PMAx+ = gh(9c GCppos + GCpi) PMAx+ = gh(9c GCppos + GCpi) PH:(954)354-0660 FAx:(954)354-0443 WWW.ENGEXP.COM Max Negative Pressure(PMAx-) PMAx-= gh(Oc GCpneg-GCpi) PMAx-= gh(Oc GCpneg-GCpi) Wind Load Calculation ASCE 7-10 Ch 30 Wind Loads-Components and Device Calculations:ASCE 7-10, Chapter 30,All Subsections Cladding Size Elevation Area Areal Pmax+ Pmaz- 6th Edition(2017)Florida Building Code # Zone Kz qz GCiP+ GCP- (W x H) (ft) (ft2) (ft2) 0000 I f 3' (Lbjjt2) Site Information 1 37 x 82 End 7 21.07 15.56 1.03 68.65 0.4. *04.3 ..46.3 -60.4' Owner: Janene Church .. 0000.. 0000.. 0000.. 0. 0000 Wind Speed(V): 175 MPH 0.00•• 0000 0000• Exposure Category: D • • 0000.• 0000 0000• • • • Velocity Pressure Coef.(Kh): 1.03 •• •• •••• •••••• ASCE 7-10 Ch.30.3.1 Table 30.3-1 0000.• • • Directionality Factor(Kd): 0.85 • • • • • • • • 0000.• • Topographical Factor(KzT): 1.0 0.000• � � • � • • • 0000.• Structure Information 0 .. 0 F .lone f�.R�A..I' 'F fN n 0 Risk Category: II Building Classification: Enclosed Int.Pressure Coef.(GCpi): 0.18 ASCE 7-/0 Table 26.11-/ Mean Roof Height(h): 12 ft. \\ Roof Slope(0): Sloped \\\�� O�oON Roof Slope Coefficient(0c): 1.0 \ G LICE Min.Building Dim.(L): 30 ft. End Zone Distance(a): 3 ft. '� NOAF8�3 Cly _ =0 2e k o = 1.THENFORMATDNISINTENDEDTOPROVIDE DESIGN MESSURESFOR THE PURPOSEOFTHE NSTALLATDNOFGLAZED UNITS&OPENING PROTECTION AS PROPOSED AND PROVIDED BYOTHER&NOCERTFCAT�N, ER• GORDON DIBATT. TO,P.f. EXPRESSED OR MKIED,r OFFERED PSTO THEVALIDRYOR AP rAB&RYOFMIYMOPOSED SYSTEMOR COMPONENT USED ALONG WITH THESE PRESSURES ALL MODUCTSSHALL BENSTAU-ED N STRICT ACCWR ENRH L� VALIDKORIDAMODUCTMNIOVPLSMDMUSTMEETTHEMMESSURMS RTHEGMENS LMRATDNS V / T FL PE 2.NO 7HEHO FTRUCTATION ORREVIEW ASSUME TO THATTHETO POSED WITHSIM DTHE LO AVIV EGRESS R EQUNDMIGN AS LEGRESS REPLACESARET GFRANING.OR PENNGYTHE ERMIRN ED AN CES TH ENGI ALB ULD 1! / Prepared In aCCOidanCC W1t11:ASCE 7-IO. S.THE HOS STRUCTURE LSASSUMED TO BEADEOUA ETO Wm STANDTHE LOADSM OSEDB THSDESGN ASWORK REP ACESEASTNG MAMNG.OR OPENINGS DESIGN ED AND CER FED BVANB ENGINEER OF REC R �� �OP Ch 3O. Wind Loads-Components and Cladding THECON TRACTORMULDNG OFFICDIL SHALL VERFYTHAT THESUBSTRATE EXPOSED DURNG WORKESOUND FOR INSTALLATION OF THISSVSTEM.F DEFCIENC ESAREFOUN D N THE EXISTING HOST STRUCTURtp p g OR THEEORSHALLBENOTFEDBEFORECONTNUNGCONSTRUCTDNMDRESFRYESTHERDHTTORE.NSPECTMDREEVALUATEDESDN.NOWMR.' ,ERHERE�ESSEDORMKED,SCONTANEDHEREN�j� 6th Edition(2017)Florida Building Code a.DMENSIONSARESIOWNTOLLUSTRATEDESGNFORCESANDOTHER DESGNCRRERLATHEYMAYVARY%nHTLY.TOTHEEMENTTHATTHEOPEBNGMF ENOTW&LERTHAN 5%OFTHEENGNEEREDDESIGN. / O� DR CONTRACTOR ETO VERFYALL FIE LD DMENSDNSPRIOR TO NSTALLATION. // V• ••• 5.ENGNEERSEALAFFDEO H ER ETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY.USEOFTHESPEC FDATION BYCONTRAGTOR.—L NDEMN FES&SAVES HARMLESSTHE ENGN HER FOR ALLCOST&DAMA.GESNCIU/49 L� \ ©2018E-Tempest.com LEGAL FEES&APPELLATE FEES RESULTING FROM MATERIAL FABRICATION,$ EM ERECTION,&CONSTRUCTONPRACTDESBEYOND THAT WHICHECALLEDFORBVLOCAL.STATE&FEDERALCODES&FROMDEYMTDNSOFfH4 q ENC, \\ PLAN. /1 ID:flwindowdoor-P5689 &.ENGNE NGEXMESSHASNOTVEITEDTHEJOBSRENFORMATDNCONTANEDHMENEB•SEDONCONTRACTORMI EDD ATAMD MEASUREMENT&ENGNEERNGEXPRESSSHALLNOTMHELDRESPONSMEORLNBLEN t 1 t I I I y� gUTH#9885 ANYWAY FOR ERRONEOUSOR INAGC URATEDATAORMEA-SIJREMENTS.WORKSHALLBEFELDVERFEDPRDRTOCONSTRUGTDN.ENGNEERNGEXMMSHPLLBENOTFEDMDGNENMIOPPORTUNRYTOREEVr UATEOUR WORKUPONDSCOVERYOFANYNACCURATENFORMATIONMDR TOMODFICATIONOFEXETNGFELDCONDIIIONSANDFABRICATIONAND NSTALLATDNOFMATERLALS WrrH IS DENGINEER SEAL 0"n/07/2018 Page 1 of 1 T.EXCFPTA EXPRESSLVMOVIDEDHEREN,NOADDRDNALCERTFCATDNSORAFF WTDNSMENTENDED. ( 1 'ALTERATIONS ADDRDNSOR OTHER MAR-GSTO THE DOCUMENT ARE NOT PERMITTED AND NVALDATEOUR C EF-c ATDN• V ID OR 1 JOB ON LY Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl,aspx?param=wGEVX.,. 'ff.'s BCIS Home 1 Log In User Registration 1 Hot Topics Submit Surcharge Stats&Facts i Publications 1 FBC Stall BCIS Ste Map Links Search !' Oro Product Approval USER:PublkLser Product Approval Menu>PmdZt orAgolication Search>Aoo6catipn List>Appa®tion DeW FL# FL17379-R3 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer. Eastern Architectural Systems Address/Phone/Email 16341 Domestic Ave. Ft. Myers,FL 33912 (800)432-2204 Ext 4305 jflesher@easternmetal.com Authorized Signature James Flesher Jflesher@eisternmetal.com Technical Representative Rudy Camera Address/Phone/Email PO Box 520775 Longwood,FL 32752-0775 (321)690-1788 Rudy@ptc-corp.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors ,Subcategory Swinging Exterior Door Assemblies 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 50.6•• 90: • • • • • •• 2011 AAMA/WOE A/CSe.-100.iS.2rA 0:• •• 2011 ASTM E188& • • • • • • • • 2005 ee eee ee e e • •• ASTM E1996 2009 TAS 201 1994 TAS 201 eee a eee eee a 1994 TAS 213: : %.e : .0 : : 1994 • • % • % • • • • eee • • • • eee • • • • • eee • • • • • • • • • • • • • • ee ee • • • ee ee 1 of 3 •.• eeea 1/8/2018,2:06 PM Florida Building Code Online https://www.floriddbuilding.Org/pr/pr_app_dtl.ispx?param=wGEVX... Equivalence of Product Standards Certified By Florida Licensed Professlonal Engineer or Architect FL17379-R3 Eouiv`EERNo ads roes5000 EYteriorpoor ca rvif Product Approval Method Method 1 Option A Date Submitted 12/13/2017 Date Validated 12/13/2017 Date Pending FBC Approval` Date Approved r—127-14/-20-1-71 Summar of Products FL# Model,Number or Name Description 17379.1 5000 Series Aluminum Impact 5000 Series Aluminum Impact Double Outswing French Door Double Outswing French Door Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL17379 Ra C CAC N10121 4 02-sioned:pdf Approved for use outside HVHZ:Yes FL1737 R3 C -A NIO12134 Oa signedTodf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 09/30/2018 Other:Design Pressures are as follows Without Installation Instructions Add On Sill Riser: +30.0/-75.Opsf With Add On Sill FL17379"113 II EASQQ04 RevB DOUBLE-PANEL-EXTDOOR se pd Riser; +75.0/-75.Opsf Verified By:Robert J.Amoruso,P.E.49752 Created by Independent Third Party:Yes Evaluation Reports FL17379 R3 AE PERNo 345 Rev2 Seri ac5000 Exteriorpoor.ss odf Created by Independent Third Party:Yes 17379.2 5000 Series Aluminum Impact 5000 Series Aluminum Impact Single OS French Door W/Sidelites Single OS French Door and Transom W/Sidelites and Transom Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL17379 R3 C CAG NI012643odf Approved for use outside HVHZ:Yes EL17379 R3 C CAC N1912643-111.odf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +80/-80 04/30/2019 Other: Installation Instructions FL17379 R3 II EAS0005 RevA Single French Door with 9L and Transom ss.odf Verified By Robert J.Amoruso;P.E.49752 Created by Independent Third Party:Yes Evaluation Reports E1.17379 R3 AE PERN02a4S Rev2 Serles5000 vtcriorl)oor ss ndf Created by Independent Third,Party:Yes 17379.3 5000 Series Aluminum Impact 5000 Series Aluminum Impact Single Outswing French Door^ Single Outswing French Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL17379 Ra A °N101 Sao 01-R -signed odf Approved for use outside HVHZ:Yes EL17379 R3 C CAC N1012134-R2.odf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 04/30/2018 Other: Design Pressures are as follows Without Installatibn tRdtrw tipna• • • •• Add On Sill Riser: +30.0/-100.Opsf With Add On Sill FL17339 R3 II gA 0 a•RZB:SI&GCt-PANEL-ifXTDOOR ss.12d Riser: +100.0/-100.0psf Verified BY: Rdbirt:.gmusb,_.!*497% Createdby Ir�dePendewtT iA Pwt;Yes, Evaluation Reports FL17379 R3 AE PERNo2345 RPy2 SeHes5nnn Exteriorpoor ss dr CreaLed by j%deperldent TjiWg Party;Ygs • • • • • • • • • • • Bac Ne•t • • • • ••• • • • • ••• • • • •• •• • • • •• •• 2 of 3 ••• ••• 1/8/2018,2:06 PM Florida Building Code Online https://www.floridab6ilding.org/pr/pr_app_dti.aspx?param=WGEVX... Contact rc::26n181aFr Stp Road Tataha<-'- a� »too phon ;g 0-497-19 n The State'ot Florida S an AA/EEO employer.Copyright 2007.2013 rtate or Florida„:privacy 5 at m nt::Access hgdv Statement:;l fund 5(atement Under Florida law,email addresses are pubk'records.1f you do riot want your a-mail#address released in responseto a pubic-records request,do not send eiectronic ma0 to this entity.Instead,contact the office by phone or by traditional mail.U 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 emal address Y they have one.The emails provided may be used for official communication with the licensee.However emall 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 Y you bre a licensee under Chapter 455,ES.,please click bffr-. Product Approval Accepts: Cr@dit Card Safe .. ... . . . . . .. . .. . . . . ... . e e e .. ... .. . . . .. ... . ... ... . . . . ... . . . . . . . . . . . . . . . . .. . .. . . . . ..a . . . ... . . . . . . . . . . . . .. .. . . . .. .. 3 of 3 `1/8/2018,2:06 AM Product Evaluation Report Rule 61G20-3 F.A.C. I Report No. 2345, Rev. 2 1 Project No. 417-1109 1 12/11/171,Page 1 of 2 Product Manufacturer Product Name. Model and/or Description Eastern Architectural Systems Series 5000 Outswing Aluminum French Door 10030 Bavaria Road Exterior Swinging Door, Fort Myers, FL 33913 Code: Current Edition of the Florida Building Code Compliance Method: Product Approval Rule 61G20-3.005(1)(a)—Certification Mark or Listing Product Name; Model and/or Designation; Test Report No.; and Installation Drawing No.: • Series 5000 Outswing Single X Aluminum French Door,Exterior Swinging Door with and w/o Sill Riser o Certified Testing Laboratories Test Report No.CTLA 3018WA(Revised).and CTLA NO.3018WD(Revised) and Associated laboratory,drawings by Certified Testing Laboratories,signed and sealed by Ramesh C. Patel,FL PE License No.20224. o PTC Product Design Group Drawing No.EAS0003,Rev.B,dated 12/11/17,signed and sealed by Robert J. Amoruso,P.E.,FL License Number 49752 • Series 5000 Outswing Double XX Aluminum French Door,Exterior Swinging Door with and w/o Sill Riser o Certified Testing Laboratories Test Report No.CTLA 3018WA-1(Revised)and CTLA NO.3018WD4 (Revised)and Associated laboratory drawings by Certified Testing Laboratories,signed and�sealed by Ramesh C.Patel, FL PE License No.20224. o PTC ProductDesign Group Drawing No.EAS0004,Rev.B,dated 12/11/17,signed and sealed by Robert J. Amoruso, P.E., FL License Number 49752 • Series 5000 Outswing Single w/Sidelites and Transom 0/0X0 and 0X0 Aluminum French Door,Exterior Swinging Door with Sill Riser o Certified Testing Laboratories Test Report No.CTLA 3044WA-1 and CTLA NO.3044WD-1 and Associated laboratory drawings by Certified Testing Laboratories,signed and sealed by Ramesh C.Patel,FL`PE License N o.20224. o PTC Product Design Group Drawing No.EAS0005,Rev.A,dated 12/11/17,signed and sealed by Robert J. Amoruso,P.E., FL License Number 49752 Engineering Analysis Et Evaluation: • PTC Report No.2331,Rev.0,Eastern Architectural Systems,5eries 5000 Single French boor Anchorage Engineering, signed and sealed by Robert J.Amoruso,P.E.,FL License Number 49752 in accordance with the current edition of the Florida Building Code. • PTC Report No.2344,Rev, 1,Eastern Architectural Systems,Series 5000 Double and Single 0/0XO French Door Anchorage Engineering,signed and sealed by Robert J.Amoruso,PZ,FL License Number 49752 in accordance with the current edition of the Florida Building Code. Performance Testing: • Performance Standards used in testing,NON-HVHZ locations: o AAMA/WDMA/CSA 101/I.S.2/A440-11 o ASTM E1886-05 o ASTM E1996-09 o AAMA 506-08 .00 ; ; .'. ; .'• • Performance'Standards used in testing,HVHZ and Non-HVHZ Locations; •�: : :.: �. o TAS 201-1994 •.• ..: �.: '.' : : ..' o TAS 202-1994 o TAS 203-1994 . ... . ... ..• . ��•IIIW PTC Product Design Group, LLC*I4POJYOx 520175:rLongyrovc :FL 32752-0775 r�L 321-690-1788 1 FBPE Certification of Authorization No. 25935 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Product Evaluation Report Rule 61G20 3 F.A.C. I Report No. 2345, Rev. 2 1 Project No. 417-1109 1 12/11/171 Page 2 of,2 Limitations ft Conditions of Use: • This product has been evaluated for use inside the High Velocity Hurricane Zone(HVHZ). • 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,accessories,etc. o Illustrated diagrams of the attachment of the product to substrate structure. o Anchor type(s),size(s),substrate(s),_embedment,edge distance,and soacing/locations. • Site wind pressures shall be determined by a licensed professional engineer in accordance with the current edition of the Florida Building Code and/or ASCE 7-10 for components and cladding based on allowable stress design. • Site conditions not covered in this product evaluation document are subject to additional engineering analysis by a licensed professional engineer or registered architect as required by the authority having jurisdiction. • 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 Digitally Slg lied Rule 61G20-3.009 ,`*% nu„+++� PTC Product.Design Group,LLC and Robert J.Amoruso,P.E. ia�. �GENs . ell �'•''' 1°G by Roberti does not have,nor will acquire,any financial interest in the I-Jf4�N 49752 z ocompany manufacturing or distributing products)covered = .*.�Amorusb by this Product Evaluation Report. 1;,o'. SrA i= of 'wDate: PTC do not have,nor willacquireanyf financial Interest in an ��T •S'f R,G� ��,` g p, P.E. 2017.12:113 i s other entity involved in the approval process or testing of , ''i+i�NA E���� 10:28:46 -05'00' the product(s)covered by this Product Evaluation Report. Evaluated By: Robert J.Amoruso, P.E. FL P.E. License Number 49752 .. ••• . . w • • •. • Or • w•• •w• • PTC Product Design Group, LLC 4•POgox 520775: Long odd,•FL 32752-0775 r�L 321-690-1788 1 FBPE Certification of Authorization No. 25935 ... . . . . ... . . • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EASTERN ARCHITECTURAL SYSTEM s a SERIES 5000 .FRENCH DOOR INSTALLATION ANCHORAGE DETAILS GENERAL NOTES: W s F- 1.THIS PRODUCT HAS BEEN TESTED,EVALUATED AND DESIGNED TO THE DESIGN PRESSURE(S)STATED HEREIN INSTALLATION NOTES: IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT EDITION OF THE FLORIDA BUILDING CODE •• W w K $ INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 1. PRODUCT ANCHORS SHALL BE AS DESIGNATED AND LOCATED AS SHOWN IN THIS PRODUCT EVALUATION • • Q.• 1.1. PERFORMANCE STANDARDS USED IN TESTING.NON-HVHZ LOCATIONS: DOCUMENT.ANCHOR EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NCPF LIMNED • • 1.1.1. AAMAIWDMA/CSA 10IA.S2/A440-11 TO STUCCO.FOAM,BRICK VENEER AND SIDING. •• • •• • < 1.1.2 ASTM •E7886-05 •••••• • 1.1,3. ASTM E1996-09, 2. SEE INSTALLA77ON ANCHOR SCHEDULE ON SHEET 2 FOR TYPE AND GRADE OF ANCHOR.AND/OR • 1.1.4. AAMA 506-08 MANUFACTURERS ANCHOR SPECIFICATIONS,INCLUDING MINIMUM NOMINAL SIZE,MINIMUM EMBEDME&MINITb•• • r • '12 PERFORMANCE STANDARDS USED IN TESTING,HVHZ AND NON-FiVHZ LOCATIONS: SUBSTRATE AND MINIMUM EDGE DISTANCES. rn Z • • • 1.21. TAS 201-1994 - 2.1. EDGE DISTANCES SHALL BE MEASURED FROM CENTERLINE OF ANCHOR TO EDGE OF STRUCTURAJ•••• • 2• 'O 1.22. TAS 202-1994 -SUBSTRATE EITHER TO THE INTERIOR OR EXTERIOR OF THE FENESTRATION PRODUCT. ••••• 0• �•• BOZO _..$ 12.3. TAS 203.1994 2.2. MINIMUM EM9EDMENT SHALL BE BASED ON PENETRATION INTO MAIN WIND FORCE RESISTING SYSTEM T m 'go SUBSTRATE. •••••• K4t`i p ;;• • 2 THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT NO.CTU 2.3. ALL INSTALLATION ANCHORS SHALL BE MADE OF A CORROSION RESISTANT MATERIAL OR HAVE AIO • • K m W NO.3018WA AND CTLA NO.3018WD AND ASSOCIATED LABORATORY DRAWINGS BY CERTIFIED TESTING CORRISN.RESISTANT COATING. •• •• •• g u K m LABORATORIES. • •• 1~i► rA$H • 3. WOOD BUCKS SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES AS CtF•INE�••W w =m • 3.THIS PRODUCT EVALUATION DOCUMENT CAN BE USED IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ). THE CURRENT EDITION OF THE FLORIDA BUILDING CODE. • • • >w w ,_Sc •• 0 "2W 4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING FRAMING SUBSTRATES AS 4.DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM FRAMING SMA�L•• • S g K LL Z o A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT HAVE BEEN PROTECTED AS DEFINED IN THE CURRENT EDITION OF THE FLORIDA BUILDING CODE •• • • Z s O Z s 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 S. SEE SHEETS 3,4 AND 5 SPECIFIC ANCHOR INSTALLATION DETAILS. •• •• INSTALLATION U) 6.ONE(1)INSTALLATION ANCHORS ARE REQUIRED AT EACH ANC14OR.LOCATION SHOWN ON SHEETS 3 AND 4. w¢ a S.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO N z THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL 7.ANCHOR QUANTITIES AND SPACING 1 EMBEDMENT AND EDGE DISTANCE ENGINEER OR REGISTERED ARCHITECT ACTING AS THE DESIGN PROFESSIONAL OF RECORD FOR THE 7.1. THE NUMBER OF INSTALLATION ANCHORS IS BASED ON THE MAXIMUM END DISTANCE(ED)AND THE c6 y a PROJECT OF INSTALLATION. MAXIMUM ON CENTER(D.C.)SPACING PLACEMENT OF ANCHORS IN ACCORDANCE WITH ELEVATIONS ON ujO SHEET 3. 6.WHEN INSTALLED IN LOCATIONS WHERE WINDBORNE DEBRIS PROTECTION REQUIREMENTS EXIST,THIS 7.2. END DISTANCES AND O.C.SPACINGS LESS THAN THAT SHOWN IN THE ELEVATIONS ON SHEET 3 ARE ? 33 N. . PRODUCT REQUIRES OPENING PROTECTION IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA ACCEPTABLE. � BUILDING CODE USING AN APPROVED IMPACT PROTECTION DEVICE. 7.3. FOR DOOR SIZES SMALLER THAN THOSE SHOWN,ANCHOR QUANTITIES CAN BE REDUCED WHILE -Z $q MAINTAINING EDGE DISTANCE AND-D.C.SPACING REQUIREMENTS. f 9 7.SITE CONDITIONS NOT COVERED IN THIS PRODUCT EVALUATION DOCUMENT ARE SUBJECT TO ADDITIONAL 7.4. ANCHOR QUANTITIES AND SPACINGS SHOWN ARE BASED ON THE LOWER OF ANCHOR SPACING USED IN a oil ENGINEERING ANALYSIS BY A LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT AS REQUIRED TESTING OR REQUIRED BY LOADING AT DESIGN PRESSURE. BY THE AUTHORITY HAVING JURISDICTION. 7S. SEE EMBEDMENT AND EDGE DISTANCE DESCRIPTION ON SHEET 2 8.MATERIALS a MAXIMUM ALLOWABLE SHIM THICKNESS IS 114 INCH.SHIM WHERE SPACE OF 1116 INCH OR GREATER OCCURS. 8.1. FRAME MATERIAL,6063-T6 ALUMINUM SHIM(S)SHALL BE CONSTRUCTED OF WOOD COMPOSITE,HIGH DENSITY PLASTIC OR SIMILAR LOAD BEARING 82- 8.2 LAMINATED GLAZING INTERLAYER KURARAY AMERICA,INC.SENTRYGLAS PER LATEST APPROVED MATERIAL, MIAMI-RADE NOTICE OF ACCEPTANCE(NOA) 8.3. GLASS MEETS THE REQUIREMENTS Of ASTM E1300-04E01 AND EXCEEDS THE DESIGN PRESSUES BELOW. 9.FOR CONCRETE BLOCK APPLICATIONS DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. 9.DESIGNATION*X'STANDS FOR OPERABLE PANEL 10ANSTALLATION ANCHORS SHALL E INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES-WITH STRENGTHS LESS THAN THE MINIMUM Rob.1 J.Amau P.E. 10. INTERIOR AND EXTERIOR FINISHING AND SEALING ARE FOR ILLUSTRATIVE PURPOSES ONLY.THESE STRENGTH SPECIFIED IN THE INSTALLATION ANCHOR SCHEDULE ON SHEET 2. nod.P.E.tl°.49152 OF THIS DRAWINGS STAALLATION CECERTIFY THE RTIFICATION..THATIRESPO SIBILITYTER PROOFING SMALL BEF THE INSTALLEDTHATOF THE MANNUFACTURERR IS T PART TABLE OF CONTENTS U Digitally ANDlOR THE INSTALLER. SHEET SHEET DESCRIPTION signed by PERFORMANCE RATING �-- I GENERAL NOTES,INSTALLATION NOTES,TABLE OF CONTENTS - o� Robert J GLAZING DETAIL DESIGN IMPACT RATING srtof�`�er°a\es MAXIMUM DOOR SIZE SILL RISER PRESSURE '.2 ANCHOR SCHEDULE-EMBEDMENT AND EDGE DISTANCE "a,.q'"� �.-�AnlOTU50 (SEE SHEET 6) (pSF) NON-HVHZ HVHZ 3 .s, srs F}tl-- f�-_ SERIES_1"ELEVATION AND ANCHOR LAYOUT 4 os m Date: WITH ITEM RL 6 sq�o'� Y*.,.. i SILL RISER +/-1 4 VERTICAL CROSS SECTIONS �AIE�° 2017.12.11 39'x 97-1116-FRAME A OR 8 WIND ZONE 4 LARGE MISSILE 35-314'x 94-IW PANEL WITHOUT ITEM NO. MISSILE LEVEL D IMPACT 5. HORIZONTAL CROSS SECTIONS. 17:50:52 6 SILL RISER +301-100 6 .GLAZING DETAIL AND GLAZING NOTES/BILL OR MATERIALS -05'00' INSTALLATION ANCHOR SCHEDULE FASTENER HEAD ,FASTENERS SUBSTRATE(4) FRAMECOMPONENT MANUFACTURERAND/OR MIN. MIN.EDGE ANCHOR CAPACITIES BASED o a c TYPE �, SPECIFICATION EMBEDMENT(IN) DISTANCE(IN) ON t� at 5 $ CONCRETE HEAD,SILL AND IAMBS ITW TAPCONS(1) 1-1/2 1-1/2 MIN.MO PSI CONCRETE MASONRY STRENGTH CONFORMANCE TO • W W a IY (BLOCK/CMU) JAMBS ONLY 1TW TAPCONS(1) l 2 ASTM C-90;MEDIUM WEIGHT • ••• • 3� P DENSITY>117 PCF •• • •• • FLATHEAD-SILL •••••• • WOOD WITH AMINIMUM • No.14 WOOD HEAD,SILL AND IAMBS ANSI 818.6.1(WOODSCREW)(2) 1-1/2 1 3PECIFICGRAVITYOFOSS •••••• • • • PAN HEAD-HEAD N • • • AND JAMBS (HVHZ)OR 0.42(NON-HVHZ). •••••• • t�i�• U S °� MI N.WALL THI CK.=0.045 1' •••• • a � b No.14 or 1/4"' STEEL STUD3THREADS (18 G HEAD,SILLAND IAMBS ASME 818.6.4(TAPPING SCREW)(3) 3/8 • • A) •••••• I co *`J BEYOND MIN.FTY=33 KSI •• •• •• INTERIOR FACE MIN.FTU=45 ksi a_t o o • • OF SUPPORTING MIN.WALL THICX.=0.07" •••i•i w w=w • No.14 or 1/4" STEEL ORAIUMINUM HEAD,SILLAND JAMBS ASME 818.6.4(TAPPING SCREW}(3) SUBSTRATE 3/8 MIN.FTY=16 K51 • • • �f z z J. •� 304 SERIES STAINLESS STEEL MIN.FTU=22 ksi • • • o, wa,w Z • NOTES:. • • • '0 0 a o !• i)WHENITW TAPCONS ARE USED FOR CONCRETE/MASONRY INSTALLATION,THEY SHALL BE THE ADVANCED THREADFORM TECHNOLOGY TYPE. •• • •• �u S m `I • • $w 3g 2)FOR WOODSCRENf INSTALLATION INTO WOOD SUBSTRATE;IF SPLITTING IS ACONCERN,DRILL 0.149"PILOT HOLE(DRILL SIZE 25). w w W 3)SEE ASMEB18.6AAPPENDIX FOR MINIMUM.HOLE SIZE WED ONWALL THICKNESS.AND SCREW THREAD TYPE C 4)FOR CONCRETE/CMU SUBSTRATES,1X WOOD BUCK IS OPTIONAL w o ` w x s 'M9+.EDGEM11L EDGE y r cr , sgx D15T0.NCE DISTANCE � 9 a Ea W ` aav FRAME ANCHORAGE MINIMUM EMBEDMENT AND EDGE DISTANCE THROUGH-FRAME INSTALLATION .. MW.EMBEDMENT Robert J.Iun mP.E Fbd"RE No.!9M Digitally signed by Robert J =Amoruso EXTERIOR' INTERIOR Date: -2017a 2.11' � S -05,00, � � m 39" MAX. O.A. FRAME WIDTH 35 3/4" MAX. OA. _ PANEL WIDTH L) 30 19/32" MAX. • tu 5'• oma . D.L.O. WIDTH 3 1/2" 3 1/2" • • '• ff- • a 4 3 1/2- 3 I'm e 0 • •• •`• t •0000• i• �• $ m ��8" 0000 • y r � � �� �� _ �� 0000•• c'.c� oo •• • •• Q� aJ • • Q 0 T e •000•• �¢y�g= 1 25 T12" • • • • ~ •Q m 97 1/16" ) : ••' i� ��or OA •• • • z ow- • E • l $O HEIGHT 6 p e U g • w x b O 5 6 94 1 32" a X x X ;; n$ - / 86 9/32" MAX Q PANEL D.L.O.HEIGHT HEIGHT I to W lag co 42" t i f 9 '5/8" Ft Wt J.Amoiueo.P.E 3 1/2" 3 1/2- (� 3 1/2" Fwrla.P,E,N .9752 SERIES 5000 FRENCH DOOR 1. Digitally EXTERIOR LAYOUT SERIES 5000 FRENCH DOORL 3 1/2 1 signed by EXTERIOR VIEW ANCHOR ELEVATION .��� Robert1 CONCREIE(HEAD,SILI&JAMHS),cM1 (�AusS� SERIES 5000 FRENCH DOORa'�`; ,' �,Amoruso HINGE LOCATION NOTES: ONLY OR WOOD SUBSTRATES(HEAD.SILL&JAMBS) ANCHOR ELEVATION 1. 94-1/32'PANEL HEIGHT-4 HINGES SPACED AS SHOWN IN ELEVATION ALUMINUM AND STEEL SUBSTRATES(SEE ANCHOR >90'.-j. °'!ms Date: ABOVE REQUIRED. (SEE ANCHOR SCHEDULE ON SHEET 2 FOR SCHEDULE ON SHEET 2 FOR SUBSTRATE REQUIREMENTS) �'' -2017A-2.1,a 2. 90"AND LESS PANEL HEIGHT-3 HINGES SPACED AT 8'-FROM PANEL TOP, SUBSTRATE REQUIREMENTS) '*°„"`E 65t FROM PANEL BOTTOM AND CENTERED BETWEEN TOP AND BOTTOM EXTERIOR VIEW 17:51:14 HINGES APPROVED BASED ON TESTING. EXTERIOR VIEW _05,.00, o EXTERIOR FINISH BY SUBSTRATE VARIES.SEE V a ANCHOR SCHEDULE ON OTHERSSHEEP 2 FOR W. 4t� REOU@tEMEHTS. • „y elm PERIMETER SEALANT1 : ••• • • •i By OTHERS 25 25 •••••• 1 1 • 13 • •• • 2 ••s••• i• �IIUw• • 8 a I li3 •••r • N $ o EXTERIOR 13 INTERIOR > n w d ;;1 •••••• •'1• • • O m r SHOWN 7 ••!••• �, 6iE • U" 7 • • • :04 mZw 2E • • • mF-W • • • • .O.O U.0) ! • •• • • T#� p A�VERTICAL CROSS SECTION-HEAD •• cc 4 WI I1I 7/16"NOMINAL IGU(1 PEM NO.17A)SHOWN N W Q 8 EXTERIOR INTERIOR w 19 m9 SHOWN 7 78 13 C- 1g 25 6 PERMEfER SEALANT BY OTHERS EXTEFbOR FINISH By SUBSTRATE VARIES.SEE OTHERS" ANCHOR SCHEOU(E ON SHEET 2 FDR REOUIREMENM Rob n J.AlI...w PF_ FlorldhPE.No.49752 17 Digitally signed by (��VERTICAL CROSS SECTION -SILL ��"��. Robert J 4 WITH 7/16"NOMINAL IGU([TENT NO.I7A)SHOWN �q; "I ; Amoruso o ,. Date: �1f IOp Of? 2017.712.tl 17:51:24 -05'00' �l w r 7 � CD w W 00 "a• "a upi 8 SUBSTRATE VARIES. SEE ANCHOR •w•• i •• • • SCHEDULE ON SHEET 2 FOR SUBSTRATE VARIES. SEE ANCHOR •••••• : REQUIREMENTS. SCHEDULE ON SHEET 2-FOR ' REQUIREMENTS. •'•••• on 0064* 30019 •• 4 4 .....• 1'0�.� '� 25 14 4 .. X�mv) • INTERI :a z INTERIOR 2 • • 5 $g • • • • F 2 U Is 4 14 13 .. }z� . F. a KU w s • ¢ �LL •• • • zgo Z •• 1-0• a _ w Z yj lJ� — uJ o bffsi r sir p= 17 -- 0 17A 14 U= � 1 x 7 10 aj 17 B` 10 7 W EXTERIOR EXTERIOR / ' $ FINISH BY 20 SHOWN SHOWN EXTERIOR23 FINISHOTHERBY OTHERS SERERANTER EXTERIOR BY OTHERS PERIMETER SEALANT' BY OTHERS i �1HORIZONTAL CROSS SECTION-JAMBS Robot J.A w .P.E: 5 WITH I-NOMINAL"MINATED IGU(MEM NO.17B)SHOWN Fbrit PE.N.49/52 Digitally signed by Robert =:.£'Amoruso , u =o < e a , Date: F..<?aE pFyiT =•R... .�.r 2017132.1y1` 17:5136 � -05'00' BILL OF MATERIALS ITEM PART NUMBER DESCRIPTION MATERIAL MANUFACTURER- 1 52639 FRAME HEAD ALUMINUM 6063-T6 SAPA - - - �2 - 52842 - -FRAME HEAD INSERT ALUMINUM 6063-T6 SAPA E 3 52838 JAMB ALUMINUM 6063-TB SAPA 4 52840 ,JAMB COVER - ALUMINUM 6063-T6 SAPA 5 52844 SILLALUMINUM 6063-T6 SAPA Ws o 5 6 52843 SILL.ADD-ON ALUMINUM 6063-T6 SAPA • _7 54351 HINGE STILE ALUMINUM 6063-T6 SAPA HEAT 0 STRENGTHENED • ••• • •• • 8 53479 TOP RAIL ALUMINUM 6063-T6 SAPA GLASS •• • •• • 3 9 53420 4' BOTTOM RAIL _ ALUMINUM 6063-T6 SAPA 'INTERIOR •••••• • m 10 52853 1 GLAZING BEAD ALUMINUM 6D63-T6 SAPA 1 • 11 52854 1/2-GLAZING BEAD .090 SENTRteLl�.!•• �. • ALUMINUM.6063-T6 SAPA 14 INTERLAYER J%•• • w• rn '12 30442 .187 X .330 VINYL WEATHER STRIP VINYL/RUBBER EAM PLASTICS KURARAY AMERICA • •. ,•• e _ $ 13 30602 LARGE BULB VI RUBBER PLASTICS •••• • �. 14 30601 GLAZING WEDGE rn w VI RUBBER' PLASTICS •••••• ' F wo 15 3/8- X 2 1/2"THREADED ROD STEEL O 1 T of 5 v { " J •• • •• a $u 16 6 x 1/2'PANHEAD TEK SCREW HEAT STEEL STRENGTHENED 7/16"�O.A. 00 � • 17A LAMINATED GLAZING - SEE GLAZING DETAIL A ON SHEET 6- GLASS THtp4 S• Y U _ 178 -LAMINATED IGU GLAZING - SEE GLAZMG DETAIL BON.SHEET 6 5/8. _ 11 EXTERIOR• • :. �"-uj Z ..Z 18 TOP CORNER KEY MADE BY EMS .ALUMINUM 6063-T6 • ••• • < w-W q • 19 BOTTOM CORNER KEYMADEBY EMS ALUMINUM 6063-T6 •• • ••.A • Sao s= 20 SHOOT BOLT GUIDE MADE BY EMS PLASTIC GLAZING DETAIL A • 0 2t 3/8'NUT STEEL WITH 7/16"NOMINAL GLASS W/PVB INTERLAYER • • im N 22 HINGE PLATE ALUMINUM 6063-T6 _REGENT HOR17ONTAL CROSS SECTION SHOWN 23 4"X 4 1/2"S.S. BUTT HINGE 3 STAINLESS STEEL 'REGENT r 24 INTERLOCK MULTIPOINT HARDWARE W/ SHOOT BOLTS STEEL INTERLOCK 25 INSTALLATION ANCHOR - SEE SCHEDULE ON.SHEET 2 INTERIOR s, $ 14 13 7 .090 SENTRYGLAS w O INTERLAYER BY KURARAY AMERICA 1 � HEAT STRENGTHENED GLASS GLAZING DETAIL NOTES: {l" HEAT STRENGTHENED GLASS 1. ALL SETTING BLOCKS AND GASKET MATERIALS SHALL BE IN COMPLIANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE. Z. SETTING BLOCKS 2.1. ARE NOT REQUIRED BY THE CURRENT EDITION OF THE FLORIDA BUILDING CODE BECAUSE MAXIMUM GLASS WIDTH IS LESS THAN THREE(3)FEET. {" TEMPERED 1" O.A 2.2. IF USED,SETTING BLOCKS SHALL BE NEOPRENE 70-90 SHORE A DUROMETER HARDNESS OF EXTERIOR GAS THICKNESS APPROVED EQUAL. 5/8" 10 R.1*4J.A,q .PE. 3. GASKET MATERIALS(ITEM NO.14) GLASS BRE Fbnda P.E No.49M 3.1. SHALL BE EDPM WITH A MINIMUM 60 SHORE A DUROMETER. +'"�''�w,,*o 3.2. SHALL WITH ONE OF THE FOLLOWING STANDARDS AS APPLICABLE: 31x.1` .�,'y�,� 3.2.1. ASTM CWA 509 AIR SPACE WITH q� 3.2.2. ASTM C509 �" 3.2.3. ASTM C1115 XL EDGE SPACER.BY CARDINAL 3.2.4. ASTM E2203 GLAZING DETAIL B .. WITH 1•NOMINAL GLASS W/PVB INTERLAYER Digitally signed by HORIZONTAL CROSS SEMON SHOWN Robert)Amoruso ,,,,, Date:2017.12.1'1 T7.51:54-05'00'