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WS-16-2523 MMI I .!) 653 (10 57 6. q/ele-G, 7' Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-267191 Permit Number: WS-9-16-2523 Scheduled Inspection Date: November 09,2016 Permit Type: Windows/Shutters Inspector: - . C.ZAJ'u-xm0 DigZ Inspection Type: Final Owner: HEGEDUS,IRENE Work Classification: Door Replacement Job Address:550 NE 102 Street Miami Shores,FL 33138- Phone Number Parcel Number 1132060171041 Project: <NONE> Contractor: TRITON WINDOW DISTRIBUTORS INC Phone: (305)716-4900 Building Department Comments REPLACEMENT OF EXISTING FRONT DOOR WITH infractio Passed comments NEW IMPACT DOOR INSPECTOR COMMENTS False Inspector Comments Passed Front door final ok. Failed 11/09/2016 Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid November 08,2016 For Inspections please call: (305)762-4949 Page 5 of 23 �: Miami Shores Village Type`WtodowstSh�t�ars 0 10050 N.E.2nd Avenue NE �Cassift'a bor rtan o1160�contet�t Miami Shores,FL 3313&0000, . Permit�Status:APP'I E O Phone: (305)795-2204 �'oRivt* 9E20l2'116, Expiration: 03619/2017 Project Address Parcel Number Applicant 550 NE 102 Street 1132060171041 IRENE HEGEDUS Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell IRENE HEGEDUS 550 NE 102 Street MIAMI SHORES FL 33138- 550 NE 102 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 1,500.00 TRITON WINDOW DISTRIBUTORS IN( (305)716-4900 Total Sq Feet: p Type of Work:REPLACEMENT OF EXISTING FRONT DOOR Available Inspections: No of Openings:1 Inspection Type: Additional Info:REPLACEMENT OF EXISTING FRONT DOOR Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 Invoice# WS-9-16-61316 DBPR Fee $2.00 DCA Fee $2.00 09/13/2016 Credit Card $50.00 $76.20 Education Surcharge $0.40 09/20/2016 Credit Card $76.20 $0.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $126.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or s ecincations submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done eith self, m agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDO OFIN and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing info n a c rat d th all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the ab a-n o tr o t dot works ted. September 20, 2016 Authorized Signature:Owner / Applicant o ractor gent Date Building Department Copy September 20,2016 1 4 _ Miami Shores Village 4010 Building Department 90050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 INSPECTION'S PRONE NUMBER:(305)762.4949 FBC 201� BUILDING Permit No. WS 9—.16 2_'_),4,3 PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: 550 NE 102 ST City: Miami Shores County: Miami Dade Zip: 33138 Folio/Parccl#: 11-3206-017-1041 Is the Building Historically Designated:Yes NO X Flood Zone: X OWNER:Name(Fee Simple Titleholder):IRENE S HEGEDUS Phonek 305-975-0979 Address:550 NE 102 ST City: MIAMI SHORES State: FL Zip: 33138 Tcnant/Lcsscc Name: Phonek 305-975-0979 Email: I RENEHT2009@G MAI L.CO M CONTRACTOR:Company Name: TRITON WINDOW DISTRIBUTORS Phonek 305-716-4900 Address: 8888 MW 24 TR City: DORAL State: FL Zip: 33172 Qualifier Name: Phone#: State Certification or Registration t SC_'C1&1`S I J 1-L S_ Certificate of Competency#: Contact Phonek Email Address: o TL 4::. C-I 11A It 1 J)a Z b L DESIGNER:Architect/Engineer: Phonek Value of Work for this Permit:$ Square/Linear Footage of Work: �L Type of Work: ❑Addition DAlteration ❑New ZTH P Repair/Replace ❑Demolition Description of Work: REPLACEMENT OF EXISTING FRONT DOOR NEW IMPACT DOOR Color thru tile: Submittal Fee$ Ai A Permit Fee$ ��-) CCF$ I. 2_0 CO/CC$ Scanning Fee$ co Radon Fee$ DBPR$ 2 •Qk) Bond$ Notary$ Training/Education Fee$ Technology Fee$ � Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ • S Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must he secured for ELECTRICAL WORK,PLIJMBINCT, SIGNS, WELLS,POOLS,FITRNACES,BOILERS,HEATERS,TANKS and 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 a d a reinspection fee will be charged. Signature ' ` Signature Owner or Agent Contractor � The for oing instrument was acknowledged cfore me this The foregoing instrument was acknowledged before me this day o ,20_Lie,by - P x day ofg;�,20kll bywho isper onally known to me or who has producedbrwho is ear who has produced s identification and who did take an oath. as identification and who did take an oath. NOTA P LIC: NOTARY P tfP•,, RENE HERNANOEZ Notary Public-State of Florida ♦ Commission#FF 996568 oi►ara e,,� NICOLE ACOSTA ."�, o;: My omm.Ex ares Jun 13,2020 Sign- \ of Florida gn' ., ,p P Print: »'= Commission#FF 217754 t: o ed t ugh Natio Notar n `gyp�C` Yl omm. xpires pr 6 2019 My Co s on Expires: R,MMthm,inh My Commission Aires: APPROVED BY 0� Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)('Revised 06/10/2009)(Revised 3/15/09) Proper Search Application- Miami-Dade County Page 1 of 1 A;""IS E": R PH E Vi'l F Y 'L-W 7 H E P R 0 E R1111,1011-1ill",7 1Y F, fl CIL Summary Report Generated On:9/13/2016 Property Informationk Folio: 11-3206-017-1041 � ,.. 550 NE 102 ST Property Address: Miami Shores,FL 33138-2455 s Owner IRENE S HEGEDUS r yam"3 f Mailing Address 550 NE 102 ST MIAMI,FL 33138 r , Primary Zone 1000 SGL FAMILY-2101-2300 SQA ', 0101 RESIDENTIAL-SINGLE Primary Land Use FAMILY:1 UNIT Beds/Baths/Half 3/2/0 Floors 1 a� } Living Units 1 Actual Area 2,652 Sq.FtAi � Living Area 2,116 Sq.Ft Adjusted Area 2,360 Sq.Ft Taxable Value Information Lot Size 8,625 Sq.Ft 2016 2015 2014 Year Built 1979 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2016 2015 2014 Taxable Value 1 $291,1831 $288,812 $286,124 Land Value $215,711 $207,224 $181,056 School Board Building Value $183,419 $184,788 $181,342 Exemption Value $25,000 $25,000 $25,000 XF Value $1,157 $982 $993 Taxable Value $316,183 $313,812 $311,124 Market Value $400,287 $392,994 $363,391 City Assessed Value $341,183 $338,812 $336,124 Exemption Value $50,000 $50,000 $50,000 Taxable Value $291,183 $288,812 $286,124 Benefits Information Regional Benefit Type 2016 2015 2014 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Assessment Taxable Value $291,183 $288,812 $286,124 Cap Reduction $59,104 $54,182 $27,267 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead Exemption $25,000 $25,000 $25,000 Previous OR Book- Sale Price PageQualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County, School Board,City,Regional). 10/16/2009 $400,000 27059 Qual by exam of deed 3468 Short Legal Description 04/01/2007 $0 25607- Sales which are disqualified as a result MIAMI SHORES SEC 4 AMD PLAT 1 1148 of examination of the deed PB 15-14 06/01/1992 $127,000 15550- Sales which are qualified 2391 LOT 6&E1/2 LOT 7 BLK 94 08!01/1989 $0 14223- Sales which are disqualified as a result LOT SIZE 75 X 115 2748 of examination of the deed OR 15550-23910692 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 http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 9/13/2016 09/13/2016 11 :06AM FAX 3057169844 TRITON WINDOW DIST Ia0002/0004 K STATE OF FLORIDA DEPARTMENT OF.BU-SINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 ACOSTA,ALEJANDRO TRITON WINDOW DISTRIBUTORS INC 8888 NW 24TH TERR DORAL FL 3'3172 Congratulations! With this licenseou become one of the nearly <' " :.. one million Floridians.licensed by a Department of Business and " Professional Regulation, Our professionals and businesses range ; STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque DEPARTMENT,O.F'B.USINESSAND restaurants,and they keep Florida's economy strong. 41011- PROFES.�10 AL:RCl1LATION Every day we work to improve the way we do business in.order SCG13115134,',5a '• ^:v. Izl1.. ;'s:'08/22/2016 to serve you better. For information about our services,please a-:��> • '�-,:;.:::;..�•. log onto. myfloridalicense.com. There you can find more CERTIFIED SPE �•��YOIiITFt'.. TOR information about our divisions and the re ulatioins that impact A" ' --_•:-, You, subscribe to department newsletters and'Ieam more about the Department's initiatives. _ TRITON WINE3Qkt9tfi ;{r SI VC GLASS•AND'GL.AZI,I�q L^^;..• Our mission at the Department is:License Efficiently,Regulate .'•._: :>•.?,:;�}•••` Fairly.We constantly strive to.serve you better sq.that you can '"•• .:. serve your customers. Thank you for doing business in Florida, •IS CERTIFIED under the.:0NG�Iaiona.of C•h:480 FS. and congratulations on your new license! PXP+W1060vo:nU631,zo,a' 0608z200oz2a2 DETACH.HERE RICK SCOTT;GOVEIgNOR KEN LAWSON,SECRETARY STAT.E'OF.FLORIDA DEPARTMENT OF BUSINESS AND••PRQFE'SSIQNAL REGULATION CONSTRUCTION•INDUSTRY LICENSIIVC;BOARD • '" �` SCC1'31151345 The GLASS AND GLAZING CONTRACTOR ' Named below IS CERTIFIED Under the-provisions of Chapter 489 FS, Expiration date: AUG 31, 2018 •,;^.a phi• ,..• • ACOSTA ALEJANDR TRITON;WINDOW DIST"R1 T 'INC e 5001 NW7.2NDAVENU I ;� 'CFL': iiwE��. ,. '�++'+,• '' � ., a �rc..r.�:"..y.•... MIAMI. th �'l.fi'r _ �.'`• .�.�.y ��»�z,.4��. ..., .••. • • �.;,{iii 4�• +s :: •;f t.i`{'"t".N' I�_i:,•S.' 8d+ ISSUED: `tY�i2 2 f6 13!�PL:AY"AS'I�E�GIRED Y" '�`"' �'�' ""SEC's 'L1608220002202 09/13/2016 11 :51AM FAX 3057169844 TRITON WINDOW DIST 20001/0001 008790 Q8 Ta B.:.usins:s Tax Miami=DadeC06.hiy,,.Sfsie of. Florida ' rl'FIIS 'l;IL ,IS'NOTAL-.!DO :5737763 :: ." •. .• - ; - BUS1Ne;S'S'N/1ME/LOCATION flBGEiPT niQi; .:TRITON:WIND'OW'DISTftIBItIORS'I1VC: 6ENEWl1L EXP1I�E'S 8888'NW 24 Ukk ses3sea ':S'E'PTEMB��R :30•, 2017 DORAL FL 33.172. Must be displayed tit place of buainrss Pur�Linnt'to County x400 Chopter.8A-Art.9&10 OWNER SdC.TVPP.OF BUS IPJIR98 ;TRITON WINDOW:DISTRIBUTORS INC .2�0 TANGIBLE P)fi$'OIVi41 PFiOP'OLFt PAVMervT•RECEIVED AGFIANDRt7:ACO'sTA'PRi S aY�pX Col :gCTOR >rrtf316Vee(s) 3 $45.00 07/15/20,16 •CPEI)ITCARD-115-040961 Tki..I—'Suslnr�s Tax:flaaeip;only ec09TIO0 peymaut Of the Local Busine".Tex.The ReceI t•is nal a iiconsa, peritilL Lore ccrtmoaticn of the hotder�s'qq'iialillikahs,Ia do busine'sa.Bolder mast complywllh•any gaverrrmaatal or•nong"Ohmem I'milaistory taws iihd reyulreriieets,which aAliiyto the busineea, The kcal T N0.above Must'tie ilisplay64 on elf commarclai vatrietes=Miami=Bode 1:odt Sac 8a-�G. icl v1pia4fifomtati0n, .:poyhtrxaollcctor" 010107 LOC-A] 'B:us:i Tessa R:e :ei pt: : Miami—Da-de•C'ou.nty+,.-State:Of Fl.dr..ida ,,THIS.IS NOT A BILL 00 NOT f AY19T 6233746 •B,tJSINE89 NAME%LOCATIOrrr RSCHIPT NO. ;.EXPIRES TRITON WI*NI)OW:DI.SMISU.T*ORS IN•G REN�INA1: 8888:NW.24.TERR 6488337. PTEMBER 30,'201:7 "' Miusf'lieAISpland• t-place of business DORAL'Ft,33T72 Pursuant io dourity.dode' Chaptar,&k-.Act.9:&10 OWNER SEC.TYPE OF BUSINESS TRITON•WINDOW.DISTRIBUTORS INC 190•SPECIALTYBUIL'OING'CONTRACTOR PAYMENTRECEIVEp C/O ALbANURO•ACOSTA PRES SCC131151345 SY TAX OOt t.EcroR Workers) 3 $4,5.00 07/15/.2016 CREDITCARD=46-040961 This Lot o1.Bosirraes Tex NeeeiRrpnlV rr••,onfimle payment Of the tocol Sdsiness Tax The Haeejpt is•aot a license, at woov a fimental rugi of the holders IWli6ceSone,m da busipet s;doidpr moat comptyvuitll e}?y.govcrmnsatat oe no'hgoVcrlimcrrml regulatory b�nis jjq�icquirenients•wldch apjtlytq thbb'dsinees:.' The RECEIPT No.04eve must lie-displayed au all vgmmerclai vehicles,.MiaRr1-Odds;Code Sec Be-Z76. For more lnfarara400;visit a rww.minmidede,pavheredl a 09/13/2016 11 :07AM FAX 3057169844 TRITON WINDOW DIST 160003/0004 CERTIFICATE OF LIABILITY INSURANCE °A09/113/116 PRODUCER Amtrust Insurance Group THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION 8100 SW 8i Drive,Ste 280 ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR Miami,FL 33143 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Phone (305)275-0810 Fax (305)275-0890 - INSURERS AFFORDING COVERAGE MAIC# INSURED Triton Window Distributors, Inc. INSURER A: Granada Insurance CompanyINsuRER e: 8888 NW 24 Terrace INSURER C: Doral, FI 33172 INSURER D: INSURER E: COVERAGES INSURER F: THE POLICIES OF INSURANCE LISTED 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 15 SUBJECT TOALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD'LTYPE OF INSURANCE POLICY NUMBER POLICY UFRCT1VE POLI9Y E%PIRATION 1311L INSRD _—• DATE(MM2 DAYa MWO LIMITS GENERAL LIABILITY EACH OCCURRENCE 11000,000 COMMERCIAL GENERAL LIABILITY 0185FL00009250 05/11/16 05/11/17 AAG (sePRERENTED 100,000 ❑M CLAIMS MADE n OCCUR MED EXP(Any one pin) 5,000 A L-J n PERSONAL&ADV INJURY _.._—.__...__..... 11000,000 ❑ GENERAL AGGREGATE 1,000,000 GEN'L AGGREGATE LIMIT AP PLIES PER! PRODUCTS-COMP/OP AGO 11000,000 © POLICY L PROJECT L LOC AUTOMOBILE LJABILITY �^I ANY AUTO COMBINED SINGLE LIMIT (Ea sccluea0 ❑ ALL OWNED AUM$ I J I BODILY INJURY SCHEDULED AUTOS ❑ HIRED AUTOS (Per person} ❑ NON OWNED AUTOS BODILY INJURY ❑ (Per accident) PROPERTY DAMAGE (Per accident GARAGE LIABILITY AUTO ONLY•EA ACCIDENT n ANY AUTO -' OTHER THAN EA ACC AUTO ONLY: AGO EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE L OCCUR LJ CLAIMS MADE AGGREGATE ❑ DEDUCTIBLE — ❑ RETENTION $ EMPLOCOMPENSATION YERS'LIIAABIN NAND J VVC STATLI I._I ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.FORM ACCIDENT PR OFFICER/MEMBER EXCLUDED? If yes,descrfne under E.L.DISEASE-EA EMPLOYEE SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICMS I EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS WINDOW RETAILER License#SCC131151345 CERTIFICATE HOLDER — '"- ---•- —._. ...... CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL Miami Shores Village 30 DAYS WRWMN NOTICE TO THE CERTIFICATE HOLDER NAMED TO Building Department THE LEFT,BUT FAILURE TO DO 80 SHALL IMPOSE NO OBLIGATION OR LIABILITY 10050 NE 2 Avenue OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRE$gNTATIVE3. AUTH Miami Shares, FL 33138 ORIZED REPRESENTATIVE •�•;��- ACORD 25(2001108)QF ®ACORD CORPORATION 1988 09113/2016 11 :07AM FAX 3037169844 TRITON WINDOW DIST IA0004/0004 CERTIFICATE OF LIABILITY INSURANCE DATE(M 09/13/z0t}1676 THIS CERTIFICATE IS ISSUED ASA MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW,THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WANED,subs"ect to the terms and conditions of the policy,certain policies may require an endorsemenL A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER CCT PAYCHEX INSURANCE AGENCY,INC, - 160 SAWGRASS DRIVE ..(aC,No.EXT): 877-28&-8850 -_ - . (ac,NoI: 585-389.7426 ROCHESTER,NY 14620 EMAIL -" ' AnDRFSr- INSURER($)AFFORDING COVERAGE NAIC N INSURED INSURER A: ILLINOIS NATIONAL INSURANCE COMPANY 23817 Paychex Business Solutions LLC INSURER B: Triton Window Distributors Inc 911 PANORAMA TRAIL SOUTH INSURER C: ROCHESTER,NY 14625-0397 INSURER D. INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED EELOW 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 SUBJI=CT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE 13EEN IWDUCsp By PAID CLAIMS, TR TYPE OF INSURANCE DL UBD p opit POLICY NUMBER POLICY EFF POLICY Exp LLIMITSLIMITSS MIO GENERAL LIABILITY NSR COMMERCIAL GENERAL LIABILITY OCCURRENCEIsTY DAMAGE TO RFNTED �C�AIMb nngpEOOCCUR s MED EXP(Any one parson) 5 PERSONAL&ADV INJURY S ENL AGGREGATE LIMIT APPkIES PI It GENERAL.AGGKGATE $ MLICY O PRa:ECT=toe PRODUCTS-COMP/OP AUG y AUTOMOBILE UABIUTY $ AW euro (Eo aBBING0 INGt,E LIMIT S ALL OWNEDO SONFOUM BODILY INJURY — AUTOS AUTOS (Per W—) H0rE0 auroa BODILY*JURY (Par accident) $ (PR Pereodd ERI;, AMAGE } 5 UM13RFLLA Luc OCCUR EACH OCCURRENCE S EXCEM tie CLAIMSAI OE AGGREGATE OED I I RET mmms WORKERS COMPF1reAT10N AND NYS STgTLL OTN- EmPLOYERSLIAV[Llrr 015x22001 06/011.016 06/01/2017 X ANY PROPMETORPARTNERIEXECUTIVE E.L.EACII ACCIDENT a_1,000,000.00 OFFKMFVMEMDCIA LXCAUDED? YIN E.L.DISEASE-EA EMPLOYEE S 1,000,000.00 (MantlMory In NM I N 1 N/A If y".de>w"W*' E.L.DISFASE-POLICY LIMIT S 1,000,000,00 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLE-S(Aflaeh ACORO 101,ApOlGonel Remerka Schedule,li more space Is required) Workers Compensation Coverage Is provided to only those employees leased to,but not subcontractors of the named insured. Window Rotailer Lisccnso III SCC131151345 CERTIFICATE HOLDER CANCELLATION Miami Shares Village Suiiding Department SHOULD ANY OF THE ASOVB PESCRIOW POLICICS BE CANCELLED BEFORE THE MIRATION 10050 NE 2nd Avenue DATE TH111MOF,NOTICE wILL BE DELIVERED IN ACCORDANCE WITH THE POLICY Miami Shores,FL 33138 PROVISIONS,BUT FAILURETO MAIL SUCH NOTICE$HALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KWb UPON THE COMPANY,ITB AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25(2010/05) 1988-2010 ACORb CORPORATION. All rights reserved, The ACORD name and logo are registered marks of ACORD Miami Shores Village C.1R Building Department „ n� 10050 N.E.2nd Avenue Miami Shores, Florida 33138 `=FNr �`� es Tel: (305) 795.2204 �LORIDP' 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). AckntldgemientC Qualifie wn Si ature Date Print Name • • • •••• •••••• 0000•• 0000 • • •0000• 090.0• 0 0 • 0000 •• • •0099•99 9.9• • •0 9 •• • +••99• • 0000 •099• on goo* *0900 9•• 9 0 • • 9 •• • • • 0 0 • • • •9909• •••9•• • • •••09• TOP VIEW BU11DING REVI APPROVE[ DATE /c � • o r� z. --- J •• ••• •• •FR NP' DOOR • ••• • ••• •• • •• • • • • CUSTOMER INFORMATION . of • .. . • . • •• • ••• Irene Hegedus 550 Northeast 102 Street ••• , • • • ••• • • Miami,Florida 33138 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FRONT ENTRANCE 1 G^ TYPE: Aluminum Impact French Door SIZE% •go 3*7*yq83*918"o 9 00 7/161tAw So • • • • • • NaAi • • • •• • • • • ••• • • • • • •• 1"*1TOP• . • • • •• •• • • • • • • • • • • •• • •• • • • • 0:0•• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• - ••• • • • ••• • • SIDE (RIGHT NO UNITS ON THIS ELEVATION •• ••• • • • • • •• • •• • • • • ••• • • •• • •• 000 • • L � BACK NO UNITS ON THIS ELEVATION •• ••• • • • • • •• • •• • • • • ••• • 00 000 00 0 • ••• • ••• •• • • •• • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• . • • •• •• ••• 0 . 0 ••• • • r SIDE (LEFT NO UNITS ON THIS ELEVATION •• ••• • • • • • •• • ••• • ••• •• • •• • • • • • • • • • • •• • •• • • • • • • • • • • • • • • • •• •• • • • •• •• Page 1 of 1 YS 11 Y V� � yt1A SEP 2016 KI �N -41 SITE SPECIFIC WINDLOAD CERTIFICAT O,c n AL-FAROOQ T t 4 CORPORATION 'S 1 ` 9360 Sunset Dr. STE 220l�ml L 373 "�. 305.264.8100 F. 305.262.6978 www.afceng.com alfarooq@afceng.com Project Number: 25908-1877 Date Requested: 8/1/2016 2:45:42 PM Client: Alejandro Acosta Mailing Address: Alejandro Acosta Triton Window Distributors Triton Window Distributors 8888 Northwest 24 Terrace 8888 Northwest 24 Terrace Doral, FL 33172 Doral, FL 33172 Project Address: 550 Northeast 102 Street Job Name: Hegedus Residence Miami Shores FL 33138 Project Information I Wind Load Analysis for components and cladding with impact protection as per specification of ASCE 7-10&2014 Wind Speed 175 mph FBC. 0000 Risk Category 2 '•...' 6666:6 Building Classification Enclosed ' �. sees Exposure Category C Trib.Area(ft 2) ZgPPA.. Zone 5 seee Roof Type Sloped 10 +40.1 •-45,5 +31&1.; -53.6' ' Mean Roof Height 15.00 ft ••.... a ..:.. ZONE 4M d-1®%OF LEAST&OFAZONTAY DIMENSION Elevation of Opening 15.00 ft ZONE 51=1 HEIGHT•H•Fq"%J`'$'PED ROOF ISTHE •••••• MEAN .' Least Horizontal Dimension N/A ROOF HEIGHT* • . . . . ...... General Calculations • • . 0000•• 00 0 Directionality Factor(Kd) 0.85 `- Velocity Pressure Coefficient(Kh) 0.85 Velocity Pressure Coefficient(Kz) 0.85 = ti d d d Topographical Factor(Kzt) 1.00 Velocity Pressure(Qh) 56.6 psf Valid Only with Engineer's Seal Velocity Pressure(Qz) 56.6 psf Gcp Zone 4 +1.00,-1.10 Gcp Zone 5 +1.00,-1.40 Notes: � � l"�-L�� Based on data provided by the client. Ultimate wind see used to determine velocity pressure. Ultimate load&� converted to design loads as per 1609.1.5 of the-FAC--by-'-777=N TI- 0.6 ; 0.6 multiplication factor. ATE -- -'� F;Y - ©2016, Copyright AI-Farooq Corporation CAN(EB)#3538 FH NJ Fr 8/1/2016 Miami Shores Building Department Product Approval Schedule/Comparison Chart Address: 550 Northeast 102 street Permit No. Description of Window or Product Acceptance Product Approval Opening Design Opening ID Door or mullion Number Design Pressure Pressure Rough Opening Size Shutter Required Mullion Required Impact (+)PSF (-)PSF (+)PSF (-)PSF Yes/No Yes/No Yes/No 1 1 FL French Door 14-1117.05 70.00 80.00 40.10 53.60 37"x 83 5/8" No No Yes .. .. • . . . . .. . . . . . . . . . .. . . . . ... . .. .. .. . . . .. . .. .. . . . .. .. ... . . . ... . . M IAM I•DADE IWAMI--DADE COUNTY,FLORIDA 6 PRODUCT CONTROL SECTION DEPARTI%-UNT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eav/econoniv PGT Industries,Inc. 1070 Technology Drive, Nokomis,Fl.34275 SCOPE: This NOA is being issued under the applicable rales and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER— Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In/Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing.and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade Count Product Control Section that this product or material fails to meet the requirements of the applicable buildip&gdde. ...... This product is approved as described herein, and has been designed to comply NftUtlu$ Florida Wilding .' Code, including the High Velocity Hurricane Zone. 00*080 '.:..' .•••:• DESCRIPTION:Series"FD--750"Outswing Aluminum French Door w/Sideli'tU—*--r.M.1. :....: • APPROVAL DOCUMENT: Drawing No. 8000-11, titled "Alum. French Door•&,.•.S.itie LitiS,•Apact", .,... sheets 01 through 12 of 12, dated 12/23/04, with revision "E" dated 10/12/11, prepaw&by mauufacturer, ..:.•• signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami—Dade County.Rrockuct Control•S®ction •••••• Renewal stamp with the Notice of Acceptance.munber and Expiration date by tbe-tftmi—Dade•County •, Product Control Section. • 0 • """ MISSILE IMPACT RATING:Large and Small Missile Impact Resistant :...0: •... ;••••; LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo:-6y,state, model/series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically tenninate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 11-10.13.24 and consists of this page 1 and evidence pages—Fl, E-2,E-3 and E-4,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No.14-1117.05 NEMMUM MIAMI•DADECOUEE 5�1 Expiration Date: I ebruary24,2020 :t Approval Date: February 19,1015 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 09-1028.10) 2. Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impact", sheets 1 through 12 of 12, dated 12/23/04, with revision "E" dated 10/12/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P. E. (Submitted under previous NOA No. 11-1013.24) B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202--94 2)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked up drawings and installation diagram of an aluminum slidim glass door using a low sill threshold, glazed with 7/16" laminated•glass, Prepared by.•••V Fenestration Testing Laboratory, Inc., Test Report No. FTL �41; dated tl'S'/20/09, '* signed and sealed by Julio E. Gonzalez,P.E. 009000 & so*:** "•` •.•`•. (Strbrrtitted under previotrs NOA No. 09-1028.10) ••" 0 2. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94•••••• %••••• ••:••• 2) Uniform Static Air Pressure Test,Loading peC FFIC, T4S 202-94 0010* 3) Water Resistance Test,per FBC,TAS 202—'74 •• Goes* ••••••• 4) Large Missile Impact Test per FBC,TAS 2$1.14; 5) Cyclic Wind Pressure Loading per FBC,TAS 203--94 :••••• • 6) Forced Entry Test,per FBC 2411.3.2.1,ancf T4S 202--j4•;•• 0•`• along with marked—up drawings and installation diagram of an aluminunVdo8rs of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4921,dated 07/17/06,signed and sealed by Edmundo J. Largaespada,P.E. (Submitted under previous NOA No. 05-0419.03) 3. Test reports on: 1) Uniform Static Ai Pressure Test,Loading per FBC,TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 4) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94. along with marked—up drawings and installation diagram of an aluminum doors of OXXX configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FT"527,dated 02/10/05,signed and sealed by Edmundo J.Largaespada,P.E. (Submitted under previous NOA No. 05-0419.03) Jaime D.Gascon,P.K. Product Control Section Supervisor NOA No.14--1117.05 Expiration Date: February 24,2020 Approval Date: February-19,2015 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL--4528, dated 02/14/05, FT"315, dated 09/13/04, both signed and sealed by Edmundo J. Largaespada,P.E. (Submitted under previous NDA No. 05-0419.03) 5. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum doors of XXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-1529, dated 02/14/05, FTL-4530, dated 02/14/05, FTL--4�jjf dated 09/01/04, all signed and sealed byEdmundo J. Largaespada,P.E. •....• ...... (Submitted under previous NOA No. 05-0419.03) •• •• • 6. Test reports on: 1) Uniform Static Air Pressure Test,Loading per PBC,TA48*202-94 .60.06 2) Large Missile Impact Test per FBC,TAS 20 V- 4 6.60 3) Cyclic Wind Pressure Loading per FBC,TAY.20S-94 :**fee ,0.0. along with marked up drawings and installation diagram of m aluminum outswing..:..' French door, prepared by Fenestration Testing Laboratory,•ITo.9,aTest!.epert No?... • FTL-4312,dated 09/13/04,signed and sealed by Edmundo J. Vfad spada,P.`E. (Submitted under previous NOA No. 05-0419.03) •••••• . • . 660:00 a 6666.. C. CALCULATIONS Of 0 1. Anchor verification calculations and structural analysis, complying with FBC 5"' Edition 2010, prepared by manufacturer, dated 10/11/I1, signed and sealed by A. Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS L_ Notice of Acceptance No. 14-0916.10 issued to Kuraray Amei-ica, Inc.for their "Kura ray PVB Glass Interlayer"dated 02/19/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0423.15 issued to-Eastman Chemical Company (MA) for their"Saflex CP--Saflex and Safles'HF Co'irtliosite Glass Interlayers With PET Core" dated 06/19/14,expiring on 12/11/18. Jaime D.Gaseon,P.E. Product Control Section Supervisor NOA No.14-1117.05 Expiration Date: February 24,2020 Approval Date: February 19,2015 E-2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTILNUED) 3. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company(MA) for their"Saflex IIP Clear or Color Glass Interlayers"dated 06/19/14, expiring on 04/14/18. F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and complying with FBC 5`h Edition (2014), issued by manufacturer, dated 11106/14, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest, issued by manufacturer, dated 11/06/14, signed and sealed by A.Lynn Miller,P. E. 3. Department of State Certification of PGT INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 01/27/15 and filed by Ken Detzner,Secretary of State. 4. Statement letter of conformance to and complying with FBC 2010, issued by manufacturer,dated 10/11/11,signed and sealed by A.Lynn Miller, P.E. (Submitted under previous NOA No. 11-1013.24) 0 0 •....' ...... 5. Statement letter of no financial interest, issued by manufatioArro dated 1-0/11/11, • signed and sealed by A.Lynn Miller,P. E. ...... 6.%. ...... (Submitted under previous NOA No. 11-1013.24) 000000 6. Notification of Successor Engineer for manufacturer's NOA-NNrnent per•Aection 61G15-27.001 of the Florida Administrative Code, notifying•grir nal e;gi;eIr than•:•• the successor engineer.is assuming frill professional and legdr rMVonsibitity'for alr'•':0 engineering documents pertaining to this NOA, dated 10/07/1 l;Nig>:ed and segled by .. A. Lynn Miller,P.E. :•.... (Submitted under previous NOA No. 11-1013.24) 0 7. Laboratory compliance letter for Test Report No. FTL-5941, issued by FMesi ation Testing Laboratory,Inc.,dated 05/20/09,signed and sealed by Julio E. Gonzalez,P. E. (Subinitted under previous NOA No. 09-1028.10) 8. Proposal No. 08-1891 issued by Product Control, dated 01/26/09, signed by Ishaq Chanda,P.E. (Submitted under previous NOA No. 09-1028.10) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-1117.05 Expiration Date: February 24,2020 Approval Date: February 19,2015 E-3 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 9. Laboratory compliance letter for Test Reports No.'s FT"921, dated 07/17/06, FTL-4527, dated 02/10/05, FI'LA528, dated 02/14/05, FTL--4315, dated 09/13/04, PTL-1529, dated 02/14/05, FTLA530, dated 02/14/05, FTL-4311, dated 09/01/04 and FT"312,dated 09113/04,all issued by Fenestration Testing Laboratory,Inc.-,'all signed and sealed by Edmundo J.Largaespada,P. E. (Suhmitted under previous NOA No. 05-0419.03) G. OTHERS- 1. Notice of Acceptance No. 11-1013.24, issued to PGT.Industries for their Series "FD- 750" Outswing Aluminum French Door w/Sidelites -- L.M.I., approved on 11/24/11 and expiring on 02/24/15. . . .... ...... ...... .... ...... .... . ..... ...... . . ..... .. .. .. .. ...... . . . . ...... . Jaime D.Gascon,P E Product Control Section Supervisor NOA No.14-1117.05 Expiration Date: February 24,2020 Approval Date: February 19,200 E-4 NOTES: OUTSWING IMPACT FRENCH DOOR(S)AND SIDE LITE(S) 1.GLAZING OPTIONS: A.7/10"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3116"HEAT STRENGTHENED GLASS WITH AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM, B.7l16IJ1M1 CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS WITH i AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM. C.716"LAMi CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE'OF 3118"HEAT STRENGTHENED GLASS WITH AN.076 VANCEVA INTERLAYER. D.7/16".L AMI CONSISTING OF(2)LITE$OF 3/16"HEAT STRENGTHENED GLASS WITH AN.075 VANCEVA INTERLAYER. NOA DRAWING MAP E.71$"LAMI I.G.CONSISTING OF(1)LITE OF 3116"TEMPERED GLASS OUTSIDE;lie AIR SPACE AND(1)7/16"LAMI GLASS ASSEMBLY INSIDE(3/16"A,.090 PVB,3118"HS). TOPIC SHEET F.7!8"LAMI I.G.CONSISTING OF(1)LITE OF 3/1W TEMPERED GLASS OUTSIDE;114"AIR SPACE AND(1)7/1W LAMI GLASS ASSEMBLY INSIDE(3/16"HS,.090 PVB,3/18"HS). GENERAL NOTES............ 1 CONFIGURATIONS...........1 G.718°LAMI I.G.CONSISTING OF(1)LITE OF 3116"TEMPERED GLASS OUTSIDE,1/4'AIR SPACE AND(1)7116"IAMI GLASS ASSEMBLY INSIDE GLAZING DETAILS........... 2 (3/16"A,.075 VANCEVA,3/16"HSS DESIGN PRESSURES...... 3 ELEVATIONS.. .......... 4 H.7/8"LAMI I,GI,G.CONSISTING OF(1)LITE OF 3116"TEMPERED.GLASS OUTSIDE,1/4"AIR SPACE AND(1)7/16"LAMI GLASS ASSEMBLY INSIDE VERT,SECTIONS.............6 (3118"HS,.076 VANCEVA,3/16"HS). HORIZ.SECTIONS........... 6 PARTS LIST...-................ 7 2.DESIGN PRESSURES:TABLE 1,SHEET 3. EXTRUSIONS................... 8.9 A,NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300-02. ANCHORAGE....................10-1 A B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300-02, 3.CONFIGURATIONS;X Q,_XX 40,O)(,XPX,XXO OXX OXO.?M,,WXX,O,QXXX,OR OXXO WHERE 0 REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE. ANY TWO ADJACENT X UNITS CAN BE EITHER TUBO SINGLE, X DOORS OR A DOUBLE,XX DOOR'BOTH USING EITHER THE STANDARD OR THE LOW-RISE SILL THE �9AUCr RVYO.WRO FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X,OC.AND asllc�wlli.the ftioa�4L O UNITS TO MAKE THE ABOVE CONFIGURATIONS. �. ~ D15 4.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9 THRU 11. A 5.SHUTTERS ARE NOT REQUIRED. 6.SEALANT:INSTAL.IATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH Ci.EAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTORS SEALANT. 7.REFERENCES:TEST REPORTS:FTL-4311,FTL-4312.FTL-4316,FTL4527.FR4528,FTL4529,FfL-4530,FTL-4921 AND FTL-5941. ® ANSI/AF&PA NDS 2006 FOR WOOD CONSTRUCTION ADM 2065 ALUMINUM DESIGN MANUAL PRODUCf R6wNlB�Rmida 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WIT14 THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY g sws� HURRICANE ZONE NVHZ} AGMIMO Old r By •• ••• • • • • • ••o �Q�nd ede aclControl • •• • • • • ••• • ' cAme 4 � • ••• • ••• •• • S •• • • • • • • • • • {C o so • •• • •• • • • • _ it W� oxo Rvf&wwtJPDArED8tllLbiHOCObPAN9DFStCNMAHMVMS c �� gfPTE�F �� r,R OWAM c O r MOE . GENERA[.NOTES AND DRAWING MAP ��. rororEawxoLoorowvs _ % .c` ' •...... �a�.\ J.a owty NO OE$7H14 �' t w%w. s�?ra: :•RrAdEr. Dew ALUM. FRENCH DOOR&SIDE L1TES IMPACT ''i�iSSIpNA�:`�`� J.t lwiv!} Is FRC2010000RCHAWE P.4 aqx:mv • • • 11 MOKWO.9,MVV4• • • • a,ne.uaab a"'" �+""` a."Weh A.LYfJtJ I111ILL�R,P.E. Oresn0y. ��' • •• •• • • •• •• F0750 QUI. 1 d 12 8000-11 E FL P.E.#58705 F.K. 12/23/04 1.f: 4/8/06 7/16"NOM. 7/16"NOM. 3/16"ANNEALED OR HEAT STRENGTHENED GLASS W-W ANNEALED OR HEAT STRENGTHENED.GLASS .090"DUPONT BUTACITE OR SAFLEX/KEEPSAFE 0 MAXIMUM PVB INTERLAYER 75"VANCEVA INTERLAYER 3/16"HEAT STRENGTHENED GLASS 3116"HEAT STRENGTHENED GLASS 910R 92 93 OR 94 109 90 109 90 107 107 1 Q5 5/8"GLASS 105 518"GLASS. BITE BITE EXTERIOR INTERIOR RIOR 1 R1013 GLAZING DETAIL SETTING BLOCK GLAZING DETAIL SETTING BLOCK 7/16"LAMI GLASS W/PVB INTERLAYER 7/16" LAMI GLASS W/VANCEVA INTERLAYER NOM. 7/8°NOM. asa tdut��r:wGVlshe 3/16°TEMPERED GLASS 3116"TEMPERED GLASS aslylVAl tilth the AIR SPACE AIRSPACE lr 3/16"ANNEALED OR HEAT 3/16°ANNEALED OR HEAT STRENGTHENED GLASS STRENGTHENED GLASS .090"DUPONT BUTACITE OR SAFLEX/ .075 VANCEVA INTERLAYER KEEPSAFE MAXIMUM PVB INTERLAYER 3116"HEAT STRENGTHENED GLASS 3/16"HEAT STRENGTHENED GLASS 109 95 OR 96 109 97 OR 98 108 90 108 90 PRODucr ltei` WF0 W•ompljb*whh Cha FloridA BuildiagCoN 105 51a°GLASS 105 5/8"GLASS ao •�"• vat• o BITE BITE � ,` •• 000 • • • •• —mG Dada Pro& tbntml • • • • • • • •• • • • • • • To0 EXTERIOR INTERIOR •• •EfCTERIDR • •• INTERIOR �����`Z`�•'�GF.tJs$ •'w�i GLAZING DETAIL • •;• • •;• • • • • GLAZING DETAIL SETTING BLOCK SETTING BLOCK yara5 7/8" LAMI I.G. GLASS W/PVB INTERLAYER •.� 7;B"ILAUI I.0 •G ��x11-VANCEVA INTERLAYER ffF.iKc • • ••• • • • .�'•, A l o I l II V RYt?A10 4 f070TECM40LOOYDRIVE GLAZINGDETAILS :Ot:'• ,SFZOROA RC21 NOCHANLiEtil/S$NEET N" '�tiQ27B no: ' •ALUM.FRENCH DOOR&SIDE LITES fD P.O Qx t8 • • t t Nag�iO,ar", • • ®• aw,umr ate" a.wauaewA.LIVI�tII II/LLEA,P.E. 1?l23J04 1.1 4/8/Ob • •• •• • • • •• • FU7S0 l=UL 2 d 12 8000-11 E FL P.E#68705 Table 1.Maximum Design Pressures(psi OVERHAN LENGTH ' Allowed Helght(in) OVERHANG rr Configuration Width(In) Glass HEIGHT o Types 79 314"(68) 83 3M'(70) 87 3/4" 9134' 95 314"(80) 0 A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 X 37-(3°) French C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 NQT S_ Door 1.IF USING THE OPTIONAL LOW-RISE SILL A,E +70.0 -80.0 +70,0 -80.0 +70.0 -80.0 +70,0 -80.0 +70.0 -80.0 (PART 10,SHEET 8 OF 12),THE )N I I-71 314"(60) OVERHANG HEIGHT MUST BE GREATER C,G +100.0 -10.0.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 THAN 1HE OVERHANG LENGTH(SEE DIAGRAM).IF NOT,THE MAXIMUM A,E +70.0 -90.0 +70.0 -80.0 +70.0 -80.0 +70.0- -80.0 +70.0 -80.0 POSITIVE(+)DESIGN PRESSURE IS Full 36 11/16" LIMITED TO+50.0 PSF FOR ALL STYLES Jamb C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 AND SIZES OF THE DOOR AND ANY ADJOINING SIDELITES.(REF.FTL-5941) 3011/16" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Sidelite Narrow 3311/16" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +97.4 -97.4 Jamb A, 0,E,F +70.0 -80.0 +70.0 -60.0 +70.0 -80.0 +70.0 -80.0 +70.0 i80.0 t1LeD.tlGTRFVLk>t1 =SOlit,(W F-4& 3611/16" C,G +100.0 -100.0 +99.9 -99.9 +98.3 -95.3 +91.4 -91.4 +87.9 -87.9 p 3 D,H +100.0 -100.0 +100.0 -1 D0.0 +100.0 -100.0 +100.0 .-100.0 +100.0 -100.0 IS Table 1 a.Glass!go and Tont!fie ort Number -7116"LAMI(3116-A,.090 PVB,MITINS) MA311,4312,4315 B-7/16"LAMI(3/16-1-13,.090 PVB,3/19-HS) UPGRADE FTL-4311,4312,4315 C-7/16"LAW(3/16"A,.075 VANCEVA,3119'HS) FTL-4527,4528,4529,4530 D-7/16"LAMI(3/16"HS,.075 VANCEVA,3/16'HS) UPGRADE FTLA527,4528,4529,4630 E-7/8"LAMI I.G. (3/16"1, 1/4"AIR SPACE,3/16"A„090 PV8,3/16-HS) FTI.-4311,4312,4315 RODUCTREMWED F-7/8"LAMI I.G. (3/16"T, 1/4-AIR SPACE,3/16"HS,.090 PVB,3/16"HS) UPGRADE FTL-4311,4312,4315 Code-1�"Im'da G-7/8"LAMI I.G. (3/16"T, 1/4"AIR SPACE, 3/16"A,.075 VANCEVA,3116"HS) FTL-4527,4528,4529,4530 OOH pKO, - H-718"LAMI I.G. (3/16"T, IMPAIR SPACE,3/16"HS,.07S VANCEVA,3116"HS) U GRADE FTL-4527,4528,4529,4630 • BY • • • • • • • • Mismf Dabs Fmhd Conud • •• • • • • ••• • •• ••• •• • • • •• 11l�ilifl LYNN `:Q� •'•�GflNSF •'•F'Q � •• • • • • • • • • • '� *• N .58708 see 0 RKiaizvs s ur TErneEetroacnrars000s ^"U � 10 �►� ROW1eY R*Wkft o.,aMa+ 3TA E OF '�� roto fr,�pplpLctpraRrf� DESIGN PRESSURES %C�`''• FLotx10P.. JR oa27/09 Q AUGHONOTEM14GRAMFORLOWPJSESAL •��`S, �\��• NOCrwrrotamrssrrerr ALUM, FRENCH DOOR&SIDELITES,IMPACT '�t%N& ,.` rr; or�wro o ro�eoxrszo• • • • A.LYNIII/IILL�'F��P.E. MR-mar.• oar. as - NOK0.1fiS FL6f276•• • • eereanxuc ama &kaG a,.»ita .r F.K. 12123/04 41r. 418105 ••i • • • FD760 NTS 3 12 8000-11 E FL P.E.#56706 73 13116"MAX.WIDTH� 110 6/8"MAX.WIDTH� 146 3I6"MAX.WIDTH 96 3/4" HEIGHT ALLjI ON OR XO QX0 OXXO(SHOWING EACH VERSION SIDBLITE 37" 36 11/16" 3611/16" MAX.WIDTH MAX,WIDTH MAX.WIDTH 26"MAX. 74 014%MAX WIDTH OLD ALL X 25" 33 3/16" t'r wucr 1 ARkdu. UNITS MAX.DLO DLO t "29 With 1w79 1/8" MAX. DLO ALL PRODUCT RENEWED itdtditmCD&yfi* FtorW oeephom No •• • • • • • • • • • • • • Mimi Dade Rodtect Control • • •• • • • • •• ••• •• •0 • • •• 1111111 Ny LYNN X O(FULL JAMB) 0(NARROW JAMB) :�`1�� 41pENS�c''•�F•Q NOTES: No.,8705 1.CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FtLIiJAMO VERSION. e •• • • 2.FOR ANCHOR SPACING AND DETAILS SEE SHEETS 9 THROUGH 11. •• • • • • • • • • • _ 3.FOR VERTICAL SECTIONS SEE SHEET 6 AND FOR HORIZONTAL SECTION$§I!E S4t-- T 6.nnww. vow •• ;• ••• ••• -fl Ol- /o tl�tl ' Lti A!t 10/11W 8 NO 9—m—og msWEEr ' S7Ai£OF RftWg�c-Daft' 1070TECF&oc00rplum EXAMPLE ELEVATIONS %.c'•. PtOR1oP.•'`G�: J.li oamuy 0 NO plmwg nrr3 P%W NQmwl li 342764v. ,� S%lit plwfQ 0 NOCUMESMISSHEET P.A 8QXf529 ALUM.FRENCH DOOR&SIDE LITES,IMPACT "/ ONA�-,••er• wlzN0214 .rtll T4• +: aev+ahb Ger. A.LYNIQIVILLMI P.E. AK, %&3/04 L.I: 4!8!05 • •• •• FU750 IVIS 4 d 12 8000-1? E FL P.E.#$8705 VERTICAL SECTION A 1 VERTICAL SECTION B 1 NARROW AND FULL OUTSWING HEAD JAMB SIDE LITE HEAD 4 E1 E 4 oR 7 23. 6 5 ORIGINAL VERSION TOP RAIL B 21 ® 55 ALTERNATE VERSION TOP RAIL 4 C MAX.DLO MAX.DLO VitQltiJtTNBV.ts1�D •a�p'iyl�ngo lt6 ttx►ywtrti, EXTERIOR INTERIOR EXTERIOR UVTERIOR MAX. MAX, HEIGHT HEIGHT ORIGINAL VERWON BOTTOM RAIL 22 ® 66 ALTIRNATE VERSION BOTTOM FLAIL oDUCt MNBWM E �� �m die Flerids 2 5 2 1 • ••• • • • • • 1 o Mim d Dade Pfwud COMA . • . . 3 ® .. .� A 707 . . ••• to ®23ePQ24 it�lt(,1 LYNN VERTICAL SECTION C �� :'' �`cENSE •;F� � RTIGALS�CTI(��I D. NARROW AND FULL '•' OIJ�S�tUIPJG SI = No.58705 . . . . _ JAMB SIDE LITE SILL •• . .. . .. . . . . : -�— •• • ••• • • • to Frc twt2vs $ 4W A SHOWA W W TOPAWOarroxrran Womw r torn MCU xocoara VERTICAL SECTIONS J.R t /p9 atowrvsesiu ..F (7�` IYONOYl3 fL9F2�b • • •• ss J.R' omsto a xocrtwoesrxwexEEr a°oegx'a ; ALUM.FRENCH ODOR&$1L? L 1TEv,1MPAC7' �'�i��NAL «Q"'. o� as HOKaNtS,ftaBa2iti1 • • ®• °ita*"'' 1!2 5 12 Q'"mµ• om A.LY{�IV�M1tL�R.P.E. M K (?!28(04 L.7 Q/6/t)B • •• •• • • • • $000-11 E PL P.E.$58705 OXXO HORIZONTAL SECTION SHOWING (1).OF EACH SIDE LITE TYPE Q 3 1 I r 53 .52 26 •' `• 106 SEE NOTE 1 81 20 82 20 s 5 29NOTF,:ASSEMBLY HARDWARE QTY(3),11" 80 =TOP&BOTTOM AND ONE AT MIDSPAN 30- 20 5 46: SL T I 26 �—"•--a----- af�weuCr•>usv;ss!► GLASS BED 1 $ 27 wit the eaa DETAIL G STILES AT ASTRAGALDETAIL F FULL JAMB SIDE LITE (AT HINGE JAMB) EXT�6lOR 6 $2 $1 SEE NOTE 6 82 81 SEE NOTE 5 5 1 20 106 20 1 106 • - 6 as0DWrREN11WED as emplyW 30 7Wdi%Coomwt�,teoRonda 7 Aeceptenoe No — •_ 3027 1J� 80 Naml Dade Product Control -61 29 .• ..' It{Iltltt 1 83 70 29 $3 70 . LYNN M/(jFR�,,�� DETAIL H DF TAI1. P TAIL E DETAIL I �ro..�`oENsta -�— ••• ,•• AMS, FULL JAMB JAMB, NARROW ' 05 ' NARROW JAMB SIDE LITE HINGE JAMA TO AING9 JAN�B •• No.Sa' SIDE UTE JAMB SIDE LITE =�` (AT HINGE JAMB) (NOT S X180 mnww. vat BOA*nc U• I o l� 11 W Ax tdnznd8 nvoCft4xOFTit/ssx 87 o.mtca,� �.o tASE Sof ;'Z taro 71 ExxotoQYORNE HORIZONTAL SECTION DETAI %� s xox t7 27a tl •Dic` VR' orndto "n' xoarav�s rxisarrEFr ALUM.FRENCH DOOR&SIDE L,ITES,IMPACT ''i s \ `� P.O X!�e ao. afore D° lox .a 2.-i i • c • o• °n4��* a• A.LYNN l�{I�I� P.E. F.K. t?I29/04 L.T. 4W5 • •• •• • • •• • F0750 1/2 6 of 12 8000.11 E FL P.Ej 58705 FD750 DOORS FD750 FULWAMB SIDE LITE JTEA4 I DWG# DFSCRIPTtON POT# JTHF DWCtQ DESCRIPTION ACTe 1RAQt8X11'PARTS 1 5006 F MH-HEAD Sl &JAMB 68W6 I 8006 PRAMS-HFAD&HINGHJ MB 65006 4 SM DRIPCAP 68008 2 8003A OUTSWINOSIIL 66MA 6SM CREW COVER 68001 3 80010 -SI INOSILLCOY[3t 680040 7 WO R4STA PI.ATII 69009 4 DRIP P 8 MEASSEMBLYSCREW 88X P PHQUAD 791POA S .•„••••••„HPAD, ItJ.&JAMBWFATHIOLSTRIP SCHLBDAL 08333 20 so.12 STI 12 6 5007 SCRBN400 % 68007 21 8014 TOPRAIL 014 7 $009.IRWAMKATE 6m 22 8013 BOTTOM RAIL 68013 8 ........ PRAMSA [MBLYSCRHWffSXI'PII AD 7SI A D DI�ROD j/(rI8X36 R017A 9 32 SEAL 4 36 . . F .• IA G!D NllT5/16I8 7990NUTA 10 8051E SW _ SHL W 44M37 $039 CLAMP 60378M PANNI 5 •--•-- H D II.1 IAMBWFATHERSTRP CWML U8JW 60 ^•••88X3/4”! S DRIVHTEKSCRHW 78X34PSTW 208012 Wim 68012 61 SM SIDBUTOWADTRIM 21 8014 [TOP RAH, FAl><DRODDES[ a014 62 8029 3IDEUTE)AMB 6 22 8013 M M DmAOD DEStW 68013 FD750 WAR ROW JAMB SIDE LITE 9017 ITOPSWhEP 6D17 1 5006 PRAMS-HEAAD&SIM 68006 24 80 b ROTTOM SAVE 68016 . PN CA.F ow SW•• SCR6IVS#4 X ll2 PHI PH 6 SM SM W COVER 6It007 26 801 A ACIvs&imACTTVH 6601S 7 8009 INST P1ATH 7 8021D HI JA IDS l8 8 »••»« f SS LYSMY#8X I"PH 781 p R VW 68020A 21 14 TOP 14 4�8. PLATS 68018 22 8013 - M MIL 68013 3.0 18019A 10FARM(APOORSIM 6WI9A 35 W 511618X36 6TRODA 31 8038 WAROMPHANY4 68035 _.. R S8f 8632x1/4" 3y 8039 TRUSS. MP 1618 60378M IAOi 33 .» ...-(TSAR MT4SCIMW012x3/4'TRUSSHU 60 .... ...0$X314•PHS DRIVBTE,KSCF0V 78X34pSTW MM SQ WW I 2x•31 HD. 6I $OR8 SI UTBHPADTRIM -iSJSt 35 311618 36 A 7 10 M JAM$ 68010 CJ5 » 96I8 7990T11TTA ASSNM8LXtd9C Bout 37 039 TIM CIAMP' 60378M 80 803313 FRRv'CKDOORASSEMBLYBPAM 68033E 3 R MBCHANISM ASHLAND 81 #10-24X2 IMPHSCRb%Y 39 1 8030 4 82 »«610.24HHXNUT 40' IATCHASS'Y3CRBWS88X2'SSpH1ILTRHD 78nTPAX 83 .. ...„g12X1!!2"TRHDT SCREW d 8037 S/ SHOOT BOLT ROA VA 42 5015AND FW BOLTS W/SSROD VAN M O SUBST L PTIONAL 6806 43 8031 SHOOTBOI.TQIMB 48031 GLASS BRAD8&SIIdCON$ 44 BO(.TCUI13 &STRIKBSCRBW8.32X3/8•SSPMILTRHD 78X38PFPX 90 1 SFAIANT VOD 899 995AR AUNT PRODUCTRHNBWF9 45 8076 -S P TEATA RAOAL ACTIVRIBNOFD W$11043S1 91 -- •••-•7/16 LAMINATID(H.ASS 16 090 3/16” PRODUCrKEows l SWE 46 WM LOT•STRI H TRATASTRAGALACTIVHIHNGEDIU W51JO401 92 «• 7/16"LAMINATFDGLASS I6 H 090PY43H6' BuidingCW14 a 93 •••••7/16IAMDIAIMOASS(3/16A SVANCBVA,3116 H AeceptwmNO 4T S7RlKB THSCRIsW3& X3/8•SSpHILLTRHD 78103 48 --•••• piA BMIpDI$SCRMV 624X 1/2•FH 7612FPTX 94 »••••»7/16'tAMINATp3(PASS 16 HS O75 VANCHVA 3/16"H �� \f -49 8036 IMMIATHATHFAD&SEL »•••„7/8'IA LQ 16' U4" A 3/16'ANN..090P, 3/16115 MiismI Dade Prbdud �1 SO STRI SC VSSSSXI PHIU FH 785$(AX • 96 • 7/B�IA lRL 16--r&3PA 1 113-090M.3116'HS $l STR(Kfi TB8 VS liLSS 8X U2PNH F UND131CUTFH 78X1 PFHl1X • 0 97 ••• 7!$ilA►11 N0 LPN 1/4•$PA 3116'A 075 VANCHVA 3V 6 H S2 W41 AMT E M SBT ASHLAND • B lA I.O 16.1•,1/I0PA 3/16 HS 075 VANCHVA 3116 HS) 111 l 1 I t J/ 53 '8012 0ASSI TRIMSIXASHLAND IDS SM ._RACKBRAD68022 `��� V,(14N M1<<FR''�i O�•'' NSE 54 8044 STA STFFJ PASSIVBIACKQFAR A8HIAN 106 U26A S1.8ACKWAD 68026A �j�:'-"fid {IC 55 8014A TOP RAIL G HOLT DBSI 68DI4A • 4p 8023A 7916 BIN" •• • 6W.3A $ ; 56 SDI3A ODTTOMRAI! LAGOOLTDMI 68013A t 8024A 7,•,�108 D •• • • 65024A k NO 6s7ab $7 •••••••••-5/16 X21JD lAOHOLTS 73161BOLTX • I 1�ld nI�YLB W p H ) 6TP247 W RIP. VOW .. • ••. • • Gl ►� W; YW12W a UPAATKIMUB,ADDREUB NWANVU, t0 f �• 1070Mom% LOaYDffW PARTS LIST %'P �oRAo,: .` tic ' •....... "" NO CHANt1E87Ht88NEEr p ;• ' ; ALUM.FRENCH DOOR&SIDE'LITFS IMPACT014" 0 Ilk � '��SS�pt3P�.�`�� wh - I NtlXOxa FOIL• • • • s«t•awea � 1�c an�vxd x.K A.LYNN M�LiM ,P,E. 12/23/04 L,T. 4!0/05 • •• 00 • • •• FD760 NA 7 a 12 800011 E FL P.H.#58705 -a-{ 1.278 I FOR •082 .050 2.23(1 1.000 � 4.027 1.160 583 .311 3.636----� ��..___ _3.838---e-� � 1.353 «-- 1.03I .3 .050 .040 #8006 6063-T6 3 -T5 6 #8007 6063-T6 ER O FRAME, HEAD, JAMB #8003A 6063-T6 #8004C 6063-T5 ® #8008 6063 a OUT-SWING SILL Q OS SILL COVER DRIP CAP D SCREW CO AND SIDELiTE SILL V 1 7 . k+-- 3.018 082 =.0742.000 1.94Q1.381.496 583 050 L T}a� .�_3.6316 r 3.990 050 O #8009 6063-T5 INSTALL #8056 6063-T6 #80 PLATE ® 10 OUT-SWING LOW SILL 20 STILE12 S-T6 Z3 # S OP SWEEP T raouocq•wcv� I .075 ptyion�.rk4 o1r 1.938 .100 060 1.938 T , 015 :797 r° 8.250 :► r` 4.434------- -►1 2.240--' d 22 #8013 6063-T6 21 #8014 6063-T5 #8016 6063-T5 @BOTTOMBOTTOM RAIL TOP RAIL SWEEP .075 RODULTR1w the 0IT �NMI dwltlt}eaFtortde 1.938 .100 1.938 T caeptmw No .4 1.f70 ,�' Dw ai&t • 8 250 1 ••• t r . • • • • I am Dade Control r •• • •4.434-T------"I Imo--2.544-�-A O #8013A 6063-T6 e. •: #a0i0063.T5 #8015 6063-T6 " " BOTTOM }RAIL, LAG BOLT DESIGN 56 T( FP RAt�IL, LAG BOLT DESIGN 26 ASTRAGAL ��`' ase • ••• •• •:• ••• ••• '* tS0$6705 0 •• • • • • • .•i • • to t\lll OtN RwkfxLL• FA• fwtBMB 8 UPSt1tADE(lFJfSA caw ro7orgcrwotooya+arvEW:e USIOIV PROFILES ��O ' . Fto�p° J.rt a AOPEOLOWRWESUAtIDNG E S6WH06MRl1SlONSIfEET nroxOMr9 34276ALUM.FRENCH DOOR&SIDE LITES, IMPACT � `sSIONAL 0 `` J.fl 0. 10 a P,� } , )�a * lh A.LYNUMILLA,P.E. L7. 4/b/05 • • • • •• • FD750 1/2 8 a 12 800011 E FL P.E.#58705 ••• • • • •• d - .142 ' 1.812—I 742{�- I _ .075 r---2.260----�{F.075 .353 1 �1 100 1.000 7 1.763-- t F`�--2.438—�{ .: 072 27 #8021 B 6063-T6 28 #8020A 6063-T6 29 #8018 6063-T5 .30. #8019A 6063-T6 37 #8039 6063-T6 GEAR HINGE, JAMB GEAR HINGE, COVER HINGE, BACK-UP GEAR HINGE;DOOR TRUSS CLAMP 062 .125- 3.2b1 3.775—^--�-I 1 �T• 050 .326 ,,.9 438 '{•0,00 2.622 -� .1251 •050 �•+------3.638 rtt�nucr #8028 6063-T5 #8056.6063T4 #8033B 6105-T5 61 70: 80d'0'�pdi ►-SL HEAD TRIM s4 SUBSILL, OPTIONAL #8010 6063-T6 OAR M OFD ASSY BEAM ROW SL JA B 045 1.169 *.957'ujt- 40 .66 .750 .045 2.313 _ PRODUCTnMWED 965 04b .437 dNo��thth %idit ( 818 f+— 2 —11 .D moPtance 0 #8022 6063 T5 10 #8026A 6063-T5 10 #8023A 6063 T5 #80 4A 6063-T5 °&0 ` 2a • .� #8029 6063-T5 iemlDaQoPmikrcttbnhol ' BACKBEAD SL BACKBEAD O 7t46"BYAb•; �: :I.G. BEAD 62 SL JAMB TRIM . .. . . . . ... • • • • • • • • • • 111I11i • ••• •• • 00 ne a: • • • — Daa yo 1t 11 W` r;ic rat UI1?WEirma •. STAB NO '070TEC�NOLOpYpRN6 EXTRUSION PROFILES ..,�coR�aP JJt• Maw S WGE6 RI186HEET NONQW$FL 34Y76 P c`eox 6 � � •�• ALUM.FRENCH DOOR&SIVE LITES,IMPACT ��/S�IONA� Orate.: % NOKONIA,FU84274 • • p. sow uy+o++� a'e A.LYNN MILL �2,P.E. KX. 1?1"4 L.7 4/8/05 • • • • • • • • •• • F0750 1/2 9 d !2 8000.11 E FL P.E.#58706 12"A 3" lar" 11" 11" 3"MIN. HEAD&SILL — 11" 3"MIN. `HEAO&SILL 11" ATYP, ANCHOR ATYP -- ANCHOR CLUSTER CLUSTER 10.571" (TYPICAL) (TYPICAL) 10.571" MAX. MAX. �LAMB O C ,�Q 0 C. AN ACHHQRS 1�M T " ORS A NCFtO S 10•800" %R AX. S -�--�-A HT. QTY. H f, QTY. H ' Q-' ry MAX. H QTY. 96 3/4'.(6) O•C. 96 3/4"-(8) 96 3/4•-(6) O.C• A A 963/4--(8) 9134--(8) 91 3/4°-(6) (2)EQ, (3)EQ. 913/4--(8) 873/4--(5) 87314--(8) 87 3/4"-(6) SP. f 1`f-. SP.TYP. 87 3/4"-(8) 833/4--(6) 83 314" {7) ____ 83 3/4"-(6) 83314'-(7) 1 79314'-(6) 11• 78 3/4"-{7) 11" 79 314"-(6) 11" 79 314"-(7) 11• lit HII- DET. L A(CON E E ISE AIL B (WOOD) © T .-....�..._,_ ) ® _T (W ) ® A.I,.C(CONCRETE) SEE NOTE 5 ® I7FTA�I�Ia(WOOD) SINGLE PANEL REGARDING ( ) ($)NGLE PANEL) (2 OR MORE PANELS) APPLICABLITY (2 OR MORE PANELS) ANCHOR TYPES: ANCHOR TYPES: ANCHOR TYPES: OF ENCIRCLED ANCHOR TYPES: 1 OR 2 2 OR 3 1 OR 2 ANCHOR 2 OR 3 LOCATIONS ANCHORAGE SPACING REQUIREMENTS: 1. DETAILS A AND 8 ABOVE REPRESENT ANCHORING OF SINGLE X DOORS,OR INDIVIDUAL SIDE LITE O PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D Q� ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS,SINGLE X DOORS,NARROW JAMB OR FULL JAMB SIDE LITE PANELS,FOR MULTIPLE-PANEL INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED,DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. 2.ANCHOR TYPES:1-1/4"ELCO ULTRACON 2-1/4"ELCO 384 CRETE-FLEX 3-#12 STEEL SCREW(G5) A CONCRETE SUBSTRATE USE TYPE 1 AT 1 318"MIN.EMBEDMENT OR TYPE 2 AT 13/4"EMBEDMENT, 13/4-MIN.EDGE DISTANCE FOR BOTH. WOOD SUSTRATE-USE TYPE 2 OR TYPE 3 AT 1 318°MIN.EMBEDMENT, 3.SINGLE.PANEL CQNFIGURal S;(DETAIL A,CONCRETE SUBSTRATE. DETAIL B,WOOD SUBSTRATE) A HEAD AND SILL......60 MAX.FROM FRAME CORNERS. PRODUCC RENEWED JAMBS.....................I I"MAX.FROM FRAME CORNERS,18.600-MAX.O.C.CONCRETE SUBSTRATE(DETAIL A)AND 10.571"MAX.O.C.WOOD SUBSTRATE(DETAIL B). as Ho" 4.TWO OR MORE PANEL CONFIGURATIONS:(DETAIL C.CONCRETE SUBSTRATE) BAaeeptenceTla HEAD AND SILL......6"MAX.FROM FRAME CORNERS,AND AT 3"AND 6"MAX.ON EACH SIDE OF ASSEMBLY BEAKANDIOR ASTRAGAL LOCATIONS( OF 4. BY— -' JAMBS....11"MAX.FROM FRAME CORNERS AND 18,600"MAX.O.C. •• ••• • • • • • ( ) Miami Dade P uct contra! 5.TWO OR.MQRE PANEL CONFIGURATIONS:(DETAIL D.WOOD SUBSTRATE) f• •• •o• • ••• • • • • • • • • 1t 1,f11f •• ••• •• • • • •• LYNN HEAD AND SILL—....6-MAX.FROM FRAME CORNERS,AND AT 3",6°,9°AND 12"MAX.ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS(CLUSTER OF 8� PLUS ENCIRCLED ANCHORS OUTSIDE CLUSTERS,REQUIRED ONLY ON PANEL WIDTHS OVER 27 3/4". JAMBS.....................I l"MAX.FROM FRAME CORNERS AND 10.571°MAX.O.C. • .•. • ••• •• • *r • • • • • • N0.58705 •• • • •• • • •• • • ••• %-fl '• V, 4o It�fl f11 R NOR3 R! TO OEOt?StDFMD • •• • o,mt4ie '��'. STATE OF 1 F v rwtame a REY/9�ANAF/ORAC(iPERfa ANOR6V/Ssntortas 66.' 10707EOANCHORAGE SPACING XN FEaRiDa:'�y�, HNaOQYaRN6 ` JR mm 1 O N00wOBIMSmEET NOKOWS Fl. • ••• • �i sS' •".'.• �` �`` ra o fo o 0tMGEO-Tas+WTOumncow. Poegzl6ae LUM..FR�ENCHDOOR&SIDE LITES,IMPACT onmey ► mu NOK0A11tFL3074 • ' • "°°� 6tee °""n'a' + A.LYNN r(h1L� `F2,P.E. P.it 12/23!04 f.T. 4!8/05 • • • • 46 •jbD760 114 10 w 12 8000-11 E FL P.E.#56705 ®' CONCRETE ANCHOR WOOD ANCHOR, 1/4°�• WOOD ANCHOR, t CONCRETE ANCHOR SEE NOTE 1 OPTIONAL OPTIONAL 1/4"MAX. SEE NOTE 2 GROUT SEB NOTE 2 1!Q'MAX. (NOTE 1) GROUT, SEE 84 1/4"MAX. NOTES 84 SEE GROUT, S NOTE 5 GROUT NOTES SEE -) NOTE, �:fir=ti. .•l'• t-.�.'t�. _ N«• J. •�.=-,i+;l.\.-J, f.w, .=dy \ f:,t i..E \ •' •1, •Y" {•: t+ _ -. 4.•./••i.-tvY•+wiK4• ;f t..• )..� ­EMBED. i' :.:y•=•'�'=::;a.,�:?._ .5- � Y...:,.. .:r,.,.:..f.:.: EMBED. � SEE ® f SU KSI RAIN".;.• �% :ri: SEE 1 3/8° ' r C^=��' J 1 - �CONCRETE • 'NOTE1 4'CONCRETEf':,.•,-.�. •� NOTE1 MIN. 2xW00D,SEE MIN. 2xW00D SEE •;J�'• yid �,fr= t ... .i.;r:r :Aa.;,;.•. NOTE 3 NOTF_3 :S TYPICAL SIDE LITE SILL OPTIONAL SIDE LITE SILL ©TYPICAL SIDE LITE SILL OPTIONAL SIDE LITE SILK. (DIRECT TO CONCRETE) (SUBSILL TO CONCRETE) (DIRECT TO WOOD) (SUBSILL TO WOOD) �EXTERIOR INTERIOR (ALL HEAD&SILL SECTIONS) -i,7•. EMBED. 11sty •} :�=•. .�,�••----�- SEE '.ii' '° :,• 1!4" '/i;<i CONCRETE` '""? iiN6fbNa�lk =i ! z: ® .E•••yc_ •:'t,• NOTE 1 ' :• 4 KSI Mlt�.• 'i�:";'EMBED. MI1X ., r ;e.. �.` ::.,.a. SEE SHIM 2x WOOD 1 3/8"MIN. Ar.a -Ot3.7.4 NOTE 1 SEE NOTE 3 Nie 15 :ii: `-•;: :�.r.:,; ;�, 1x WOOD SEE NOTE 3 1/4°MAX. - MAX. SHIM SHIM CT CONCkETE ANCHOR,SEE NOTE 1 ®CONCRUE ANOHOR SBE NOTE 1 @WOOD ANCHOR SBH NOTE 2 PRODUCrUNBWRD ® TYPICAL DOOR&SIDE LITE HEAD Wi�yCodthe F'°"da AcapUuMNo .O NOTES: n pate 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DARE COUNTY APPROVED ELCO 1/4°ULTRACONS OR 1/4"SS4 CRETE-FLEX. MIN.DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1314". MIN.EMBEDMENT.1/4"ULTRACON-1 WEI",114"SS4 CRETE-FLEX-1 3/4°. fAmut Dada Product Cannot 2. FOR WOOD APPLICATIONS USE#12 STEEL SCREWS(G5)OR ELCO 1/4"SS4 CfJWEoWrcX•1 4/8"MIL4.V TFOR EITHER. 3.WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 112°THICK. lx WOOD BUC ARE OPi•It31A 1t Ul11T.IS iN ED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2"THICK OR GREATER. INSTALLATION TO THE SU TE-QF%jOQD§UCK$'TQ BANGINEERED BY OTHERS OR AS APPROVED BY THE t t t t t AUTHORITY HAVING JURISDICTION(AHJ). 09: •• • • • •• � NY 4yNH 4.FOR ATTACHMENT TO ALUM:THE MAIL SHALL BEA MIN.STRENGTH OF 8063-T6 AND A MIN.OF 1/8"THICK. THE ALUM.STRUCTURAL MEMBER SHALL BE OF A SIZE TO ��� ��`�. •`eve! PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SMS Qv\ toENsF WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET,%E Pg; URES$HOV"N SHOW 3 AID No.58705 D ANCHORAGE SPACING FOR WOOD SHOWN ;' ON SHEET 10 MAY BE USED. • • • • • - 5. IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT RE;V jED:IF WE NONfHRINI j NQNtVIgALLIC GROUT,3400 PSI MIN.,(DONE BY OTHERS) - p� MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT•TO SU SAND TFISF6}2 SHEAR LOAD TO SUBSTRATE. f o 1� 11 •i: buOawAO '. STATE of W, FA 'W"9 a r�anexoatar AW"TE % T taWntaednw+X81Of t0707EGINOLOQYDRNE ANCHORAGE DETAILS :�F�, •.�LORtoP,.•G���` 0 R AtlDED 8IL1 pET Dki L. 1YOK9b1..342�d • • •• i��s/O a, „a ~WD-rAPC&rro vlW00A: Pq�gX . • ALUM.FRENCH DOOR&SIDE LITES,IMPACT ��� ,NAL t,�` en ar oats Nal.Oo FLt942j4 • • e�rs+•.t 0 �'"!C n.r A.LYNN AILkt,P.E. F.K. 12/23104 L.T. 4/8/05 • •6 i i • •• • PD760 1/4 11 n 12 BD00-11 E FL P.E.4 58705 • �]EXTERIOR INTERIOR • (ALL SILL SECTIONS) CONCRETE OPTIONAL ANCHOR, OPTIONAL SEE NOTE 1, 84 84 CONCRETE SHEET 11 ANCHOR Q ANCHOR® Q WOOD ANCHOR, Q SEE NOTE 1 1/4"MAX. SES NOTES 2 SEE NOTE-1,SHIIET 11 1/4"MAX. GROUT, SHw 14 GROUT, SHEET 11 1 I ==^ SEE NOTE l °= 114"MAX. t 1/4"MAX. _) 5,SHEET 11 GROUT GROUT, SEE NOTE 5, A SEE SEE NOTE SHEET11 NOTE 5, 5,SHEET 11 t::'.,y. SHEET 11 t: ..^•• %:L IL• rI !. ,•.a. ..-.-�aL .pit�f). ti: 2•�• • a •;:3.4 KSI MIN. ' 4''•r:i. ? 3.4 KSS• } EMBED. vl NOT 1, �.�' ;7 h ::�. �.�":•t MIN :y SeE NOTE 1, !3/8 Zx WOOD,— 1318" ?ac WObD,-= �;CONCRET • :CONCRETE SHE11T 11 `is 5:�::: . - ,..:�i :c:., L. {( 'Q; .. $HEE1 11 ® MIN. SEE NOTE 3,. MIN. - `r'':�.' ''{ SEE NOTE 3-' p' °�; Y..;•y: SHEE711 SHEET ti TYPICAL DOOR SILL OPTIONAL DQOR SILL TYPICAL DOOR SILL OPTIONAL DOOR SILL (DIRECT TO CONCRETE) (SUBSILL TO CONCRETE) (DIRECT TO WOOD) (SUBSILL TO WOOD) riMk1LM gRNl4I EMBED. E SED.es ,ice EEA N07�1, CONCRETE CONCRETE NOTE 1, ®ANCHOR, Q ANCHOR, f5 SHEETII SHEETI1 SEE NOTE 1, SEE NOTE 2, INTERIOR SHEET 11 SHEET 11 MIN. (ALL JAMB SECTIONS) CONCRETE EXTERIOR _ ANCHOR, SEE NOTE 1, ;=.'-••` : :+-` SHEET 1! ;a TA!" 3.4 KSI MIN ;•••'1r: 4' CONCRETE OR 1.5 KSI 3.4 KSI MIN. •`•'�� Frr:��.•;_:r�- �a "' MIN.CMU ? CONCRETE»� :,`�' :s•';'.� 2X WOOD, PRODUCrRENWED ��• SEE NOTE 3, as complying Cad wtththe Florklq !%WOOD, r ompte;Code !� ;�', SEE NOTE 3.-;.NtY M, •. SHEET 11 Aaepta:;e No y� SHEET 1/4"MAX.SHIM -I •-- ;/4"MAX.SHIM—►� �— ---� . . 1/4 MAX.SHIM •• ••• • • • • • •• Miami Dale Product Control TYPICQt Wcfa%bibE IJ*ffeJAMB .� N� LYNN M/ �c ,..... , 1� NSe •• • • ••• • • • • • >IC: No.58705 ♦ •• • ••• ••• % ..bi�tt' `taii1t1 `�. Frc fQ+t Vr. 8 NEWBHLAO88VWUAHD 1fERHATETpPdB07TOM2VLEXTRUSIOIV� :r��'., SATE OF '�lt/� cwworQ��xtcsfoF rororrt UmOGYMM ANCHORAGEDETAI'LS % toR\oP. ' � t TiCA Q b L a WW DETAII.S tWORM%n 3VIS rar ••• ' ' •• ALUM.FREI1fCH DOOR&SIDE LITt<S IMPACT `'s%NAl-��G\` NO0 WQE8MI88HEET • • • J Of/?Nf8 �/�t m>t P obrR 110K f8 r�4 • • • 8.b elft eonro x r A.LYNN W1 I t N\P.E. F.K. lZ73/d4 !.T 4/8!05 • �`'r'i • • • • • a • .• • • • F0760 1/4 12 12 8000 11 E FL P.El 58705