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REV-16-1434 Miami Shores Village Building Department MAY 24 2090 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 BUILDING Master Permit No.12-C 2 —i6 - !33 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ®"REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [:] CHANGE OF ❑ CANCELLATION ❑ SHOP // CONTRACTOR DRAWINGS JOB ADDRESS: l 09-6- 7�G g J 7YPe f City: Miami Shores County: Miami Dade Zip: 33/3 P Folio/Parcel#: I l - 3 X 0'6 - of Y — Y ko Is the Building Historically Designated:Yes—N O Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: '14OWNER:Name(Fee Simple Titleholder): ZZ ® [ ° /`U/�f Phone#: 3 0l;Z S 7 Address: /OFl6 / /VE l6 J'� City: mbf1 i f x—ems State: �� Zip: 33 13 �r Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name:��,,yy�� TZX/ Phone#: Address: f/ 77-® City: ®i( State: Zip: Qualifier Name: jPhone#:�5;a State Certification or Registration#: C �5 � d Certificate of Competency#: DESIGNER:Architect/Engineer:�/ Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Sq Footage of Work: Type of Work: ❑ Addition Alteration ❑ New � ❑ Repair/Replace ❑ Demolition Description of Work: CH-'414E � ✓-��� Specify color of color thru tile: Submittal Fee$ Permit Fee$ `� CCF$ CO/CC$ Scanning Fee$ • 03 Radon Fee$ DBPR$ Notary CoQ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ Q TOTAL FEE NOW DUE$ t_-� (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. �" ,� Signature nature g OWNER or AGENT CONT CTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 0 day of FebrxrLA 120 I( by day of X,11q 209 by 1 s Flr,a11�-��a%arl to 2nj4S who is personally known to who is personally known to me or who has produced as me or who has produced 016-1 as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: /-/ Sign: Print: m Os nu--- Pnnt: o� o� Seal: �?® �:=_COWISSIGNirEE870820 Seal: ms' �D(PIRE,S: FEB.03,2017 LOF Notary Public State of FloridawwaAARONNOTARY.wm Joanna M FelicianoMy CommissionFF 0 7s�r3typlggt��*�i>t�*** � APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 15124/16,6:59 AM Florida Building Code Online Noll `/dG Mii EE 4 af SCIS Home LAg In user Registration Hot Topics i Submit surcharge I Stats&Fads E Publicationsy*a I Search , Bus'nG oduct Approval P1 of essi l .VPublic user R * ulbo product Approval Mery>pppli2tion Detail FL# FL10537-R2 COpy NEWApplication Type Revision Code Version 2014 Application Status Approved Q Comments Archived MAY i4 2016 ' Product Manufacturer Therma Tru Corporation j Address/Phone/Email 118 Industrial Drive (419)29 -1bld740 �??{" rickw0 gcons Itants.co LU x �- Authorized Signature :` 0 Rick Wri ht Er LL.! rickw@ bidgcon Itants.c N 0 _® Technical Representati _ 9 Address/Phone/Email ILLI die 0 Quality Assurance Rep r tativ t i Address/Phone/Email "9 Category ® a Exterio Dos Subcategory'- i>p Syngi g*rio Do Compliance Method - ;_ Qlua on po frt�di a lorA Re iste dA hitedt ori#t, n Florida i Profes ion En neer) V, Lit a v luat48n R@por Ha dcopy Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J.King,P.E. _:+ Validation Checklist-Hardcopy Received •• ••• • • • • e •• Certificat6 pf IncpDer;d*cj ; ;e; a Fl-10537-112 COI CERTIFICATE OF INDEPENDENCE oaf Referenced Standard and Year(of Standard) Standard Year • ASTM D1929 1996 ••• •••• • •••• ••• ••• ASTM D2843 1999 • •• • • • • ••• •• • • •• • • •• • • 2003 • •• • • • • • . ASTM D635 •• • • • ••• • ASTM E1300 1998 ASTM E84 2000 ••• • • • • ••• • • • • • • • • • • http://floridabuilding.org/pripr�-app-Dti.aCp)qp4raogf GEVQv0Dgtf:BJ2%2fM716BHP2SloKlDM3TW%2bU7BgCVAfdXQdWxzh5w%3d%3d Page 1 of 3 • •• •• • • • •• .• 5/24/16,6:59 AM Florida Building Code online ASTM G26 1995 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL10537 92 Eauiv OF STANDARDS. Sections from the Code Product Approval Method Method 1 Option D Date Submitted 01/28/2015 Date Validated 02/02/2015 Date Pending FBC Approval 02/04/2015 Date Approved 04/15/2015 Summary of Products FL# Model,Number or Name Description 10537.1 a. "FiberClassic","SmoothStar", 6'8"Impact"Opaque Fiberglass Single Door-(X)Inswing or "ClassicCraft"or"ClassicCraft Rustic" Outswing Configuration Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10537 R1Inst 10537 1 Dd Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 10537.1 for Design Pressure Ratings by FL10537 R2—A-EFval 10537 1 p¢f specific Model and for any other additional use limitations and Created by Independent Third Party:Yes installation instructions. 10537.2 b. "FiberClassic","SmoothStar", 6'8"Impact"Opaque Fiberglass Single Door with Sidelite-(OX "ClassicCraft"or"ClassicCraft Rustic" or XO)Inswing or Outswing Configuration Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10537 92 II Inst 10537.2.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 10537.2 for Design Pressure Ratings by FL10537 R2 AAE EvaI 10537 2.Ddf specific Model and for any other additional use limitations and Created by Independent Third Party:Yes installation instructions. (Note-ASTM E1300-98 utilized for areas inside the HVHZ) 10537.3 c. "FiberClassic","SmoothStar", 6'8"Impact"Opaque Fiberglass Single Door with Sidelites- "ClassicCraft"or"ClassicCraft Rustic" (OXO)Inswing or Outswing Configuration Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10537 92 11 Inst 10537-3.0 Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports i Other:See INST 10537.3 for Design Pressure Ratings by FL10537 R2 AE Eval 10537.3.p�_f specific P4gde6wW fpr any pthec additlaQal use limitations and Created by Independent Third Party: Yes installalon instrIctibri. (IVo:e:AIM E1300-98 utilized for areas inside the#IViiZ • • ••• • 10537.4 •• • d."FlberClassic","SmoothStar", 6'8"Impact"Opaque Fiberglass Double Door-(XX)Inswing or "ClassicCraft"or"ClassicCraft Rustic" Outswing Configuration Gee Limits Of Use • ' ' ' ' ' Installation Instructions Appraaed i r�irCHTHF:Yes •• @ : FL10537 R2 II Inst 10537 4 Ddf Approved Sor use outside HVH&les • Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports ! ••• • • • • ••• • • http://floridabuiiding.org/pr/p r_appydtl.Ap*?pwr*'* ELXQ::CA4BJ2%2fM716BHP2S1oK1DM3TW%2bU7BgCVAfdXQdwxzh5w•/3d%3d Page 2 of 3 ••• • • • ••• • • w consulting and Engineering Services fbr ft Buildirig Industry B C P.O.Box 230 Valrico,FL.33595 Phare 813.659.9197 Florida Board of Profesdood EnOneets Cof ifxatC of AudwWtion No.9813 Product Sub ,ry Manufacturer Product NArne cateam- T'J a-7m Corporation &nootil Sfar,Fier Classic,Cfassfc Craft EAWOT Swl qft 1 t8 fndusbW Dive and Classic Cruet Rustic.Fffwg18sS Door Doors Extsriar Door Edgerton,tai 43517 Asserablin Plane 1 1745 "11 U Law Scope: Tls is a Product Evaluation report issued by R W Building Consultants.Inc.and Lyndon F.Schmidt,P.E.(System 10# 1998)for Therms-Tru Corporation based on Rude Cuter No.6IG2D-3,Me"1D of the State of Flodda Pry Approval,Depeatrtierd of Sjs� &Professional RegulM on. RW Building Consultants wW Lyndon F.Sch mt,P.E-do tot have rlor vm acqu ke financiai Interest inthe y manning or distribuUng the product or in any oder enft involved in the approval process of ft product named Kari. Lhuftdo rs: 1. This product has been evaluated and is in comPliw4e with the 5th EMon(2014)Florida BuNng Code(FSC)strtgAval fequkanlOfft Including the"lea Velour merle Zone"0+444. 2. Product ams Wu#be as listed and spaced as sine"on demos.Andes embedment to base materld shy be beyond valt dressing or shicco. 3. When used fn the"l`lV"r VU product was vAM Section t626 of d*Florida Seaming Codi aW does not fec;*e ars WP'd resistard�. 4. When used in areas outsids of the ONVHZ"requiring wind bore dem protection Oft prod complies with Secy'lam?1;2 of the FSC and does not require an kqmd resit covering. This products,meeft missile levet"D"and includes YAW Zone 4 as dewed in ASTT4 E1996 and Sem 1609.1.2.2 of the FOC. 5. For 2x shad*OWA"construction,anchor"of#wse units sly be the same as#W s wwn lbr 2x beck masonry 00nstrU0500. 6. Slfe . that deviate ftm the dem of drawing Fl:10537.1 require further engineering analysis by a Ncerised engineer or oda t. 7. Offing WMFF8ti0n$using cOaastal$ib Item#4 meet waiter'inftatim requuer"nts for V%rr Z". 8. kwA9 configurations and outswing configurationS u fhrestloid dem #5 do not meat 5e waiter inftallm for Sae "l iVIrO and sW be installed only in non4m0table areas or at habitable limns profected by an overhang or MWN such that ft ani between the edge of canopy or overieng to sa is less than 46 degrees. 9. Sea drawing FL-I M7.1 for size and derma pressure ' s. Suppordngr Aocunwas: 1. sea#Ite>mrtm Fest Stasd TesBnw L.aforatoat TEL 01460336-ABC ASTM 0635-M,ASTM D1929.96 Tes ag F_Valuagon Lab.,ft. Lyndon F.Sda1i*%1 P.E. ASTM 02843-99 STTS00001 ASTU G2&95 Sub Tropical Testing Lon Flicks VP OPWAM 15427-107362 ASTM E84-00a Omega Pow Laboratories WAUM E.Fftk l>.E. ATI 67508.01-106-18 ASTM 01929-96 ArdaFtee Wral Tesgng.Inc. Joseph A Reed,P.E. TEL 06-1031-1 TAS 201-94,TAS 201-94.TAS 203-94 Testing Evaluation La b.,Mc. Wendeft W.Haney,P.E. 2. No. Pr+ad tsv Skmd S Sect tw No.FL 10537.1 RW Building Consultants,Inc.(CA#9813) Lyndon F Ste,P.E. ��c�era 3. Qskaddlaffi �*d �tnc1 'X19 Sled&12aft Andwring .. A .{CA#9813) 0 � a a Lyndon F.SElrrdtEf.P.E 4. Quaft A§S� • • Certificate of ParddpW"1 by naVp"e and e K4o Managernent Instfute,ter*"dual relma4re Cdipo ration is Z*w msautfacturing products within a qua*assurance program that complies 2— with with ISO/IEC 17020 a o%W 53.• ... 1 0 • • • ••• • • • • • •• • • • • • • ass� �;ad�°a& k"'a Y� ��'. ��" ��ab L• dw F.SdarnW i'2. •• • • ••• • ,,g ka s em, FL PE No.434M cry �m.�4 V12015 ••• • • • • ••• • • Sheat 1 Of 3 �1` V.,Gms • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 Certificate of Independence RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named in the accompanying Florida Product Approval. r Lyndon F.Schmidt,P.E. FL No.43409 January 6,2015 .. ... . . . . . .. . .. . . . . ... . . ... . ... . . . . . ... . . . . RAAdmin Docs\FBC TewiplateACartific ate of ltidtpendInce.doc Sheet I of 1 . • • . . « . . . . ..• • . . ... . . 3�0``, *ERMA TRU ••• THERMA TRU DOORS S. 1 18 INOu8TR1AL DR., Eoml nTcim. €]H 43519 37J5"MAX,OVERALLFRAWWDTH �i .+•• �•'•• �� SMOOTH STAR, FIBER CLASSIC .� ►C CRAFT RUSTIC 3B TMAR. ��`''��'�#ul1* CLASSIC CRAFT& CLASS �--PAN0.WIDTH' FIBERGLASS DOOR a INSWING/OUTSWiNG LL "IMPACT" \ GENERAL.NOTES 1. Tit product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC) structural requirements including the"High velocity Hurricane Zone"(HVHZ). 2. Product anchors shop be as listed and spaced as shown on details.Anchor embedment to base material shop be beyond wag dressing or stucco. ° 3. When used In the'14VHP'th6 product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used In areas outside of the°HVHZ"requiring wind borne debris protection itch product compiles with Section 1609.1.2 of the RC and does not require an impact resistant covering.This product meets missile level"0°and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.2 of the FBC. a 5. For 2x stud fronting construction.anchoring of these units shad be the•some as that shown for N buck masonry construction. sees 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed • • •sees • •� engineer or registered architect. _ • ••• 7. Outswing configurations using coastal siilitem#4 meet waterWittratiOn requirements forIWI-Ir. • • 8. Inswing configurations and outswing configurations u0ng threshold Item#5 do not meet the water Inflitration jr37.78°x 82.23" +75.Q• •07;5.0 ;•• •• ' requirements for the"HVHr and shag be Installed ordy in non-habitable areas or at habitable tocattons • .• • protected by an overhang or canopy such that the angle between the edge of canopy or overhang to�is rSM=007H 37.73"x 80.75" +W-0. •SM-0 Goes ; less than 45 degrees. • fA6lE f3+COtVTENlSCLASSIC INSWING 37.75'x 82 23 +1�..•16='s 0 ••• y_ r.h SHp81# ceSG�l°r1oN d es S notes CRAFT OW WING 37.73'x 80.73" +1�.6 �40.Q Q Q44r po`e'd@togs$m00th tar • N 3 deters CtaastG Qa CLASW DAW1NG 37.78°x 82.23" +9Q.01. •-W-0 •.•• DA,�,•2/24/ 02 4 Door petrel c ft Rusfic CRAPr ••.• s scn�x N.T.S. 3 til detoiis RiiSM OUTSWING 37.78"x 80.73" +".0 -90.0 6 Hodloftl Cross secm On.W. AL US 7 V cross sections INSWING 37.7V x 82.48" +75.0 -75.0 cam'BY.8 ekond an -2Xtwctcma cc�nstructton fIBEsA' ao» y anrho 1X buck!►w* c n CSC OUISWING 37.73°X80.75' +$O,Q -80.!-1 �,Q FL-70537.1 10 BI8 o nmterids a c sf,zEr 44 46 47 4T EXTERIOR 47 41 43 ���'��••` ••��`SW�'� let EM �J�JJIIIIt1 � �, Z INTERIOR 46 42 2 n6 od 1 HORIZONTAL CROSS SECTION 47IIIIIII §a EXTERIOR INTERIOR T I a p 1 ,� 1oDP L � S11tE 3�, DETAIL A-A J DOORP ,�;�: •••••• Smooth Stor �::i • •••• •• • +. •LT NOTE:WOOD/M COMPONDO:PNE(SG x 0.42) y► • ••• 00000000 .`. ..�/, ••• •• • • Z 0000000 '~ • O 00000000 —{ t.t8° ':.�: • 47 •• • • 0000000 00000000 • • • • 0000000 I+ 1 , +� ;. •• • •• • 00000000 I 1 •�.�'r.� ••• •••• • 0000000 O 46 • • 00000000 _. • •••• • 0000000 N 00000000 �°� • • 0000000 4(e I_ �a 1 00000000 ''c� • • �•••�• • .-ao 0000000 28.86%OPEN 00 0 0 00 O AREA MAX. yJ HtNG M i ••• ••••• • z 0 0 0 0 0 0 0 2 MW Ai CRESS SEh0N .••. aac 2/24/09 00000000 2 sw�, N.T.S. 0000000 D,B.; AL 00000000 CHK sr: LFS ceraaa•a °1AWM MD.` Panel reintorcernent FL-10537.1 stir_,$_,ov 1Lf 54 57 51 57 51 53 ���` .••°°° 56 EXTERIOR ION t— INTERIOR 56 52 $ 3 IL 3 HORIZONTAL CROSS SECTION lk 51 d.06° 5� ® 0.37 � �U TYP.4 I d� ell a 1$ CORNERS GCUJ111d a ' OF PANEL � � EXTERIOR INTERIOR -mi to DETAIL A-A PANEL SO Cian(o Craftci • • NOTE:WOODAVL COMPONENTS:OAK CAP,PINE CORE(SG>e 0.42) 7 00000000 ,;. �.a', ••• •• • • C 0000000 1,44 • 000000000iy_ .••51 •• •• i• 00000000 �, :: • • • • �� 0000000 �1.4r� ).,.a •• • •• • 00000000 0000000 O 0•�° $` 00000000 _',,'f4•'. ••• •••• • 0000000 • • 00000000 ?� o =`.+ ': •• •••• 0000000 �q • • 00000000 0000000 28.86%OPE • 000000 •• 00000 0000 qq HIH E SS BOTTOM L r a 0000 o i ••• • •• a '0000000000 0 2 VERTICAL CROSS SECTION •••;•• DATE 2 24 os 00000000 3 •• • sma N.T.S. 0000000 00000000 Di Bre AL dtk BY. LFS DETAIL A-A DRAW ND NO.: Ponel reinforcement FL-10537.1 sxEET-.-10— `\\ it 31 35 36 EXTERIOR 36 35 31 33 . � }Qi�p INTERIOR 32 1 HORIZONTAL CROSS SECTION 36 31 a 4 ! 1.49" TYP.4 13 CORNERS EXTERIOR INTERIOR Of PANEL o v p B OM RA a � DETAIL A A P 0 a16. 31 •••• Classic°a • • NOTE:WOOD/LVL COMPONENTS:OAK CAP,PINE CORE(SG>-0.42( 36 -`•: • • • • Z 35 •• • •• 0-20.0010 "'• O ur 0000000 •'�'• • • •• 000000 �'.yy�� •• • C 0000000 �4.06'� • • • • 000000 >jt • •• a24 0000000 000000 • �•••0000000 000000OO0000000 000000 0000000000000VERACAL CROS'S2000000 000000 28.86%OPEN • • •00 0 0oAREA MAX. 0 0 0 0 0 •• • scams: N.T.S. 000000 0000002 °N6 ofAL OK BY. LFS DETAIL A-A aPAW=N0': Panel reinforcement FL-10537.1 sw-�L or 10 67 61 EXTERIOR 67 61 63 _ �. �i'► 4a INTERIOR 6Z q 1 HORIZONTAL CROSS SECTION .•3 5 67 d I It- �y a —� EXTERIOR INTERIOR ° D � 62 T 6s L TI k4n DETAIL A-A 60tbet SOD" 0 Noce w000nvL COMPONwrs:PINE(SG>m 0.42) 00000000 ' •F ••• •• • •• 0000000 •+• N 00000000 1.18" �+- "D , • O/ • •• j 0000000 I �.:• • •• • �� 00000000 .; .R.;:: • • • • 0000000 �t � ,;: •• • •• • 00000000 0000000 00 66 ! ••• •••• • 00000000 • 0000000 o • •••• a 00000000 0000000 ••• • � ' 00000000 • • a 0000000 x.86%OPEN ' • i•••i• •• ' 6 00000 0000 o AREA MAX' (bt� 6S : ••• ' •• "z 000000000000 2 VEMICAL CROSS SECTION ••• •• w,E: 21 s 00000000 •• • saaE N.T.S. 0000000 M By. AL 00000000 CM W.. LFS DETAIL A•A WVXM"O" Panel reinforcement FL-10537.1 sir 5 of 10 10 , INTERIOR ` a 19 a eA' 2 e 6 ° ° 6 a 18 EXTERIOR 40 30 14 G A � 60 50 1-1/4"MIN. 4 E p 3 HORIZONTAL CROSS SECTION D I e B 4 5 6 Shown w/1X SUb-buck B 7 7 7 7 a D L 0.15' 0.15' L C'SINK MINK d (IYP.) (TYP.) I e ° e •••• ,< g 9 9 6 . . • Z 4 .i R •• 44 eto 0 P 1t) • •'. • • Fi N 10 INTERIOR INTERIOR eP L ••#' • •• • • P 4. d' •9•• • • •� • •G 12 12 30 40 EXTERIOR EXTERIOR 40 14 16• .A • •:�;'� w„e 2 24 os L 11 sc E: N.T.S. 1-1/4 MIN. C �� 60 C E owc ft AL EMB.RYP.) 1-1X MIN, ow.Bn LFS 1 HORIZONTAL CROSS SK-UPIN 2 HORIZONTAL CROSS SECTION EMB.(TTP.) DPAWM NO- 6 aosapproved ng b a Pa I8 FL-10537.1 seer AL-LO E • ' eoP D E n e 88" D _ _ . . . °` ° INTERIOR EXTERiOf�'i���' \` >r3� A C 30 Aft 1 S 10 50 60 °a lZL 40 30 40 a 60 50 10 8 c60 so 10 9 P P >v EXTERIOR INTERIOR EXTERIOR INTERIOR P .. z 1 VER17CAL CROSS SECTION 2 VERTICAL CROSS SEC71ON 3 VERTICAL CROS SECTION 7 also approved inswhg 7 S own w/1 X sub buck outswlrig cono, n o see ggeeneral no es,she 1 cam, for Cr at.hfotration requirements I EXTERIOR INTERIOR EXTERIOR INTERIOR •••• 40 00 EXTERI ••• OR• •• • 30 40 30 650 60 50 60 •. • z RIO U, 1 • � o 2 7 3 7 4 10 50 50 �• •RI • E E nP` fc's` r4 • 6 • tea-, ••"sir:r�w�i..as:$lr.?sr.•",.`...•`'y 'P o P 9. .P•, •N Q p •o _ p o .P p P • � � o P P p o f 'v 1 •••••• a P v o epo.. c p o• P P a . Pp .p o P �e•�w i v ••�•• OAM- 2 24 •• • sme N.T.S. 4 VERTICAL CROSS SECTION S VERTICAL CROSS SECTION ri"N VERTICAL CROSS SECTION MG.BY. AL 7 inswing con gust on 7 Inswhtg con tguratlon 7 oubwing conf,%Titan enc sr: LFS see general notes,sheet 1 see®6arra l notes,sheet 1 see ggerrerol noffaass,street 1 OPAW Na ao- for"HVHP'water tnf ttrotton for 91VHr water ini8tration for°FIVHr water lntlitration FL—10537.t requkamenis requirements requkemenh srm—L or 10 .�` �. ' O 4" OZ. 'k 19O.C. P. 4 _ *l�t TYP. D TYP. D L tib TYP.HEAD& (L MASONRY MASONRY MASONRY JAMBS OPENING OPENING � OPENING 6 FRAME 2)(BUCK 2X BUCK o 2X BUCK d o z E7, u, Q y IQ CC..11 . b O Y I ms y BUCK ANCHORING BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB DP<=BD Pd BD<DP<=IOD pd Masonry 2X buck construcfton •••• CONCRETE ANCHOR NOTES: •••••• • f Concrete anchor locations at the comers may be adjusted to maintain the min. fi) '•"edge distance to mortarJoints.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to maintain the min.edge distance to mortarJoints,additional concrete anchors fmay be required to ensure the MAX.ON CENTER"dRmension ore not exceeded.Concrete anchor table: ',W CM......ro h4ITW ....... .. Ellb> ........ AEA1CilRDjt • • • •• •z •• •�•• tmh: 2 24 TAPCONa 1/4^ 1.1/4° 2 4' ••• • scar N.T.S. ELCO " HINGE DETAIL WTCH&DEADBOLT DETAIL mva.or AL ULTRACON 1/4° cwc er: LFS WOOD SCREW INSTALLATION NOTES: FL Maintain a minimum 5/8"edge distance,I"end distance,&I -C-spactng of FL-10537.f wood screws to prevent the splitting of wood. VW_�L or IQ 1- 90 ± s 4 TYP.HEAD ���• •••�.��,` &JAMBSt o o I • g� � MASONRY ` s g OPENING 15 $a 17 LL� FRAME � 0 0 17 14. ". � I BUCK LATCH d DEADBMTDETAIL U HINGE JAMB FRAME ANCHORING STRIKE JAMB • • • Masonry 1 X buck conshuction ••• •• •• • •• C •• c CONCRETE ANCHOR NOTES. •••• •• • c Concrete anchor locations at the comers may be adjusted to maintain the min. 11 • • • •••• •• a edge distance to mortar joints L • Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to • • •••• •• maintain the min.edge dfstonce to mortar joints,additional concrete anchors 12 ., • i •••• •• may be required to ensure the MAX.ON CENTER"dimension are not exceeded. . ••• • `= Concrete anchor table., L • H• • • • nR1tE0.R AIV4Fl1E/C11t 5JHaT10t144SADi.N..R..lV > ...... IL...... JY.CT1.Fp1 4>A~fr lftFJa/#t1lRC�AEit�N.1CT.k;�:: •1 ZAN Y1 ..... ••••• 12 .... • "z .._..... .......... ... ..: .......... . ... • • • 2124109 ffw a smL N.T.S. TA1/4' 1-1/4" 2' HINGE •• • ® 3/16" 1-1/4° 3" 1-1/2 Qm BY. AL TAPCON cm BY. LIPS 1 ALLA O DPAWM NM' Maintain a minimum 318"edge distance,1"end distance,&l"o.c.spacing of FL-10537.1 wood screws to prevent the spff ft of wood. • srW_�L OF i�f, BILL OF MATERIALS .�0, * OEM DESCRIPTION MATERIAL ITEM DESCRI N MATERIAL �``,�.•'�„•..••••, A 1 X BUCK SG 2 0.55 WOOD 30 CLASSIC CRAFT RUSTIC DOOR-SEE R PANEL DETAIL SHEET FOR DETAILS - �►1► B 2X BUCK SG a 0.55 WOOD 31 DOOR SKIN 0.095'THK. CC RUSTIC =6,000 PSI MIN. FIBERGLASS let C MAX.1/4”SHIM SPACE - 32 TOP RAIL CLASSIC CRAFT RUSTIC WOOD D 1/4 X 2 3/4"ELCO OR I1W CONCRETE SCREW STEEL 33 LOCK&HINGE STILE CLASSIC CRAFT RUSTIC WOOD/LVL .•' - E MASONRY-301 OR HOLLOW BLSI MIN.CONCRETE OCK CONFORMING TO ASTM CONFORMING TO ACI 35 PANEL CONCRETE BOTTOM REINFORCEMENT 0(CLASSIC CRAFT TM K. CLASSIC CRAFT RUSTIC COMP. �.STEEL � ••.•••.•• PV G 3/16 X3-1/4"ITW CONCRETE SCREW STEEL 36 1 FOAM CORE POLYURETHANE ,Ip lig H 1/4"X 3-1/4"TTW CONCRETE SCREW STEEL 40 SMOOTH STAR DOOR-SEE DOOR PANEL DETAIL SHEET FOR DETAILS - J 1/4"X 3-314"TW CONCRETE SCREW STEEL 41 DOOR SKIN 0.065'THK SMOOTH STAR =6,000 PSI MIN. FIBERGLASS ` e L #10 X 2-1/2"PFH WOOD SCREW STEEL 42 TOP RAI SMOOTH STAR COMP. I INSWING ADJUSTABLE THRESHOLD WWAJ ALUM./WOOD 43 LOCK STILE SMOOTH STAR WOOD/LVL a 2 INSWING THRESHOLD(MWHP5) ALUM./COMP. 44 HINGE STILE SMOOTH STAR WOOD 3 INSWING SELF ADJUST THERMAL BREAK THRESHOLD ISP30M) ALUM./COMP. 45 BOTTOM RAIL SMOOTH STAR COMP. ¢1d S. O WIN COASTAL THRESHOLD ALUM./WOOD 46 PANEL REINFORCEMENT 0.023"THK SMOOTH STAR STEEL 5 OUTSWING STANDARD THRESHOLD ALUM./WOOD 47 FOAM CORE POLYURETHANE 6 [WING THRESHOLD ALUM./COMP, 50 1 CLASSIC CRAFT DOOR-SEE DOOR PANEL DETAIL SHEET FOR DETAILS - 7 DOOR BOTTOM SWEEP VINYL 51 1 DOOR SKIN 0.095'THK. CLASSIC CR =6,000 PSI MIN. FIBERGLASS 8 JAMB PINE SG>=0.42 SMOOTH STAR,FIBER CLASSIC WOOD 52 1 TOP RAIL ICLASSIC C COMP. 9 JAMB OAK SG>=0.67 CLASSIC CRAFT&CC RUSTIC WOOD 53 LOCK STILE CLASSIC CRAFGWOOD/LVL > g 10 WEATHERSTRIP FOAM 54 HINGE STILE CLASSIC C WOOD/LVL 11 HINGE STEEL 55 BOTTOM RAIL CLASSIC CRA COMP. �U 12 #10 X 3/4"PFH SCREW STEEL 56 PANEL REINFORCEMENT 0.023"THK. CLASSIC CRAFT STEELm � 13 #9 X 3"PFH WOOD SCREW STEEL 57 FOAM CORE POLYURETHANE 14 LATCH STRIKE PLATE STEEL 60 FIBER CLASSIC DOOR-SEE DOOR PANEL DETAIL SHEET FOR DETAILS - I 15 SECURITY STRIKE PLATE STEEL 61 DOOR SKIN 0.065"THK. FIBER CLASSIC Fy=6,000 PSI MIN. FIBERGLASS a 16 #8 X 2-1/2"PFH SCREW STEEL 62 TOP RAIL FIBER CLASSIC COMP. 17 #8 X 314"PFH SCREW STEEL 63 LOCK STILE FIBER CLASSIC WOODAVL 18 KWIKSET PASSAGE LOCK-SIGNATURE SERIES STEEL 64 HINGE STILE FIBER CLASSIC WOOD •.•• 19 KWIKSET DEADBOLT-SIGNATURE SERIES 980 STEEL 65 BOTTOM RAIL FIBER CLASSIC COMP. • • 66 PANEL REINFORCEMENT 0.023"THK. FIBER CLASSIC STM • ••• ••• • C • 67 FOAM CORE I POLYURETHANE • • �' ; ; N 5.77 5.85" •••�+• s• • •• •2 5.87" ��� • �p�v I 1 J— •!cut. L�tij:v�q !;•.c:+.e'.,5•' • �Q hyi�?s;�'.-"_r�F1i."yt��as n'"•%aaz'xS-:u�i � 1 Ir-"adM oble a Rata to L ••• • • 3 5.$ ?ESHOID + • •a O InSN U ng COaSt ••+••• •.N 3" 4.56" • • • 5.75° --moi • • + •ly • • • ..2 24 09 •• • seas: N.T.S. CNK BY: LFS R S► D R 4 L TEA DE BM WDM No.: 8 outwAv standard 6 nswin9 a r��A O 8 Tam FL-10537.1 dP s; 0 OF-m FM ' MIAMbUADE ��(�d1` NIIANII-DADECOUNTY PA(6/t TY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOAHC RESOUR Y E Miami,Florida 33175-2474 BOARD AND CODE ADitIINISTRATION DIVISION _ T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA ° m .mian�idadegov/econai�iv WinDoor,Incorporated ! -MAY Y�- ` 4 7500 Amsterdam drive 2A - - - - Orlando,Florida,32832 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposcs. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"9050"Single Aluminum Inswing Terrace Door-LMI APPROVAL DOCUMENT:Drawing No.08-01175 Rev D,titled"Series 9050 Thermally Broken Aluminum Inswing Terrace Door", sheets 1 through 15 of 15,prepared by manufacturer,dated 11/09110 and last revised on 03118/13,signed and sealed by Luis R.Lomas,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: I. See Design Pressures tables Vs sill types in sheets 1 and 2.Max.Positive Design pressure above+80 PSF requires canopy or overhang complying w/FBC requirements. 2. See multi-locking points Vs.Door sizes in sheets 10&11 for Giesse and for RLS 9000 Hoppe in sheet 12.The Hoppe hardware shoot bolts at head&sill must engage nim 1"beyond the door frame into specified substrate. 3. Standard Door sill to be set with 3/16"continuous full width construction sealant,compatible to the substrate with min 18 Nin(PLI)durable shear strength.The ADA sill to be secured with min three screws&optional construction sealant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and series and following statement: "Miami-Dade County Product Control Approved",as noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall b9ppig f9r jertjringign ape removal of NOA. ADVERTISEM�TT: Tle)ib4 r�ur*i�bgr�receded by the words Miami-Dade County, Florida, and followed by the expiation date maybe JW1RV$d'ig*adv4tiA4g 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 Xor iAsp;ct al a;4fie jo;Js}that the request of the Building Official. This NOA revispg;%;,A W 12-Q13Q.41 (U J112t1'05)and consists of this page l and evidence pages E-1, as well as approval document mentioned above. The submitted docuiilentatioll�ya§rgyie-%yed by Ishaq I.Chanda,P.E. e o n i i e NOA No.12-0628.03 MIAM4R Eco TY • • • ' Expiration Date: August 25,20]6 • , •0 •0' •i• i' 'i Approval Date: June 13,2013 Page 1 WinDoor.Incorporated NOTICE Or ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(submitted under file# 12-0130.11) 2. Drawing No.08-01175 Rev D,titled"Series 9050 Thermally Broken Aluminum Inswing Terrace Door",sheets 1 through 15 of 15,prepared by manufacturer,dated 11/09/10 and last revised on 03/18/13,signed and sealed by Luis R.Lomas,P.E. Note: This revision consists of additions of Hoppe Hardware and monolithic laminated glass. 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)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1, TAS 202-94 Along with marked-up drawings and installation diagram of Aluminum outswing/Inswing Doors, prepared by National Certified Testing Laboratories Inc,Test Report:No.NCTL-210- 3653-1 dated 10/15/10 and revised on 08/13/12 and 02/28/13, signed &sealed by Gerald J, Ferrara,P.E. (Note: This test reports have addendum letters dated 03/04/13, issued by National Certified Testing Laboratories Inc., signed&sealed by Gerald J,Ferrara,P.E.) 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 Along with marked-up drawings and installation diagram of Aluminum outswing/Inswing Doors,prepared by National Certified Testing Laboratories Inc,Test Report No.NCTL-210- 3653-1 dated 10/15110,signed& sealed by Gerald J,Ferrara, P.E. (Note: This test reports have addendum letters dated 03/28/11, issued by National Certified Testing Laboratories Inc., signed&sealed by Gerald J, Ferrara, P.E. (Test report submitted under files# 12-0130.11 N 11-0124.05). C. CALCULATIONS 1. Anchor verification calculations, structural&comparative analysis,complying with FBC-2007,dated 05/18/2011 and last revised on 06/21/2011,prepared,signed and sealed by Luis R. Lomas,P.E. (Submitted under files# 12-0130.11 M 11-0124.05). 2. GIazink complies with ASTME-1300-02&-04. o 0 D. QU41ATYAWrANCX.• 1. Miami Dade Department of Regulatory and Economic Resources(RER). . � 96A K , •• • • • tshaq 1.Chauda,P.E. •• a ••• • Product Control Examiner NOA No. 12-0628.03 ... . Expiration Date: August 15,2016 o • �. • Approval Date: June 13,2013 WinDoor,Incorporated NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (Submitted under files# 12-0130.11//#11-0124.05) 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours &Co., Inc. for their"DuPont Sentry GIass W,expiring on 01/14/17. 2. Test report No.ETC-07-1043-19094-0 per ASTMG-26-95(4500 Xenon Arc)&ASTMD-638 dated 02/18/08,issued by ETC Laboratories, issued to Technoform for Polymide plastic strut. 3. Test report No. ATI-61261,01-106-18 per ASTMD-2843-99(Smoke density)&ASTMD- 635(Rate of burning)dated 12/14/05,issued by Architect Testing,issued to Technoform for Polymide plastic strut. F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and"No financial interest", dated 12/19/12, prepared, signed and sealed by Luis R.Lomas,P.E. 2. Statement letters of conformance to FBC 2007 and"No financial interest", dated Nov 09, 2010,signed and sealed by Luis R. Lomas,P.E. (Submitted under file# 11-0124.04) 3. Test lab compliance statement,part of the above referenced reports. 4. Statement addendum letters dated 03/28/11, issued by National Certified Testing Laboratories Inc., signed&sealed by Gerald J,Ferrara,P.E. G. OTHER 1. This NOA revises NOA# 12-0130.11,expiring on August 25,2016. 2. Previous NOA(s) associated with this file is#11-0124.05 3. Test Proposals#12-0368 dated March 14,2012 approved by PERA and#09-1509 approved by BCCO. see 00: . .. . . . . ... . • ••.• ••• .• • .• ." ' ]taq I.Chands,P.E. . . . . • .• . . • • • . •• Product Control Examiner NOA No.12-0628.03 Expiration Date: August 15,2016 or ' ' ' ' '•• • • Approval Date: June 13,2013 . • • • • . • . • E-2 • •• •• ••s •••• ••• •• ••• • • • 46" MAX. FRAME WIDTH REVISIONS 31 5/8" MAX. D.L.O. WIDTH REV DESCRIPTION DATE APPROVED 6" MAX. 12 3/4" A REVISED PER MD COMMENTS 06/13/2011 R.L. 6" MAX. B ADDED GLAZING C & HOPPE HARDWARE 12/16/12 R.L. A TABLE#1 4 Maximum design pressure capacity chart(pso C REVISED PER Md COMMENTS 03/18/13 R.L. Series 8060 Terrace IS Door with Standard SPA 6" MAX. Frame Frame Panelwidth(in) 1) THE PRODUCT SHOWN HEREIN 1S DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. / Height 28.0 1 34.0 40.0 46.0 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY (in) Pos I Neg Poe Nag Pos I Neg Pot I Nag TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE 18" MAX. 80.0 100.0 160.0 100.0 160.0 100.0 138.0 100.0 120.0 RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. O.C. TYP. 84.0 100.0 160.0 100.0 160.0 100.0 136.0 100.0 120.0 3) 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED \ 86.0 100.0 160.0 100.0 160.0 10011 138.0 100.0 120.0 DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. 708.0 100.0 160.0 M-0. 160.0 100.0 136.9 100.0 120.0 SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR 120.0 100.0 160-014 160.0 100.0 133.9 100.0 120.0 ENGINEER OF RECORD. MAXIMUM PANEL WIDTH 4) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT \ FOR EGRESS APPLICATION PER FBC SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR 120" TO BE REVIEWED CALCULATIONS. MAX. BY AUTHORITY HAVING JURISDICTION. 5) FRAME AND PANEL MATERIAL: EXTRUDED THERMALLY BROKEN ALUMINUM 6063--T6. FRAME 6) UNITS MUST BE GLAZED PER ASTM E1300. SEE SHEET 3 FOR GLAZING OPTIONS. HEIGHT 7) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND TABLE#1 BORNE DEBRIS REGIONS. 108 1/4" 8) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARIN9-ITIM. SNIT WHERr•: MAX. D.L.O. Number of anchors locations required SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM .qTA(;K UP •Tq•1 J4 . •..• , D HEIGHT Frame Fra ma Panel width(in) 9) FOR ANCHORING INTO CONCRETE/MASONRY USE 1/4" ITW TAPCONS .Vj��j-�.SUFFICiEVT Jr - -- - Height 28.0 34.0 40.0 46.0 LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRAT&.WWH 2 1/2': • / (in) Head Jamb Head Jamb Head Jamb Head .lamb MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIOAS.AAfD IW:rAWTION .... / 80.0 1 3 1 6 3 6 4 6 4 6 DETAILS, IN THIS DRAWING SET. 000000 **so 84.0 3 6 3 6 4 6 4 6 10) FOR ANCHORING INTO WOOD FRAMING, 2X BUCK OR 2X BACKED 206.0.-STEEL FJUING USE.. 88.0 3 a 3 6 4 6 4 a #14 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/4" :M".IMVM EMBEDMENT • / 108.0 3 7 3 7 4 7 4 7 INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS•SHOvtN..j . •••• / 1200 3 7 3 7 4 7 4 7 ELEVATIONS AND INSTALLATION DETAILS, IN THIS DRAWING SET. • / 999 JAMBS USE (2) ANCHORS PER LOCATON. 11) ALL FASTENERS TO BE CORROSION RESISTANT. •. . •••• • • s • 2 ANCHORS 12) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR �• / B PER LOCATION MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN / SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: 4 AT JAMBS. A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. 6" MAX. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). PANEL SIZE FORMULA: D. STEEL FRAMING - 2X BACKED 20GA., .039" MINIMUM. SEE NOTE 15 THIS SHEET PANEL HEIGHT = FRAME HEIGHT - 1.5" 13) MAXIMUM PANEL SIZE: 42" x 118 1/2" PANEL WIDTH = FRAME WIDTH - 4.0" 14) RIGHT HAND SHOWN. LEFT HAND MODELS ALSO APPROVED. SERIES 9050 THERMALLY BROKEN ALUMINUM 15) DOOR SILL TO BE SET IN A FULL WIDTH, CONTINUOUS 3/16" THICK BED OF CONSTRUCTION INSWING TERRACE DOOR D.L.O. FORMULA WITH STANDARD BOTTOM RAIL: SEALANT EQUAL TO OR BETTER THAN C.R. LAURENCE M64 POLYURETHANE CONSTRUCTION D.L.O. HEIGHT = FRAME HEIGHT - 11.75' SEALANT HAVING 18 #/IN. (PLI) SHEAR STRENGTH. COMPATIBILITY OF ALUMINUM DOOR SILL, WITH STANDARD SILL D.L.O. WIDTH = FRAME WIDTH - 14.375" SEALANT AND ADJACENT SUBSTRATE TO BE DETERMINED BY ARCHITECT OF RECORD. STANDARD BOTTOM R41L SHOWN, TALL BOTTOM RAIL IS OPTIONAL SIGNED: 03/18/2013 EXTERIOR VIEW TABLE OF CONTENTS 7504 A,1ISTERDA i DRIVE `ox%I I I I I/!/�// SHEET NO. DESCRIPTION WinD oor ORLANDO,FL 32832 �� P,' 0:��•jj / INCORPORATED Phow.407.481.8400 \\\\�`� In ' •�/� p�Dt Cr k&V1,16D Pac 407.481�D505 � v windoorinc wm V• �� SF �& ' 1 -- 2 ELEVATIONS, ANCHORING LAYOUTS AND NOTES W>dI&Iwith meFbrlda 3 BILL OF MATERIALS AND GLAZING OPTIONS se6tode SERIES 9050 THERMALLY BROKEN ALUMINUM 0b1 �* ACuomo . O G INSWING TERRACE DOOR - LMI " 4 - 5 CROSS SECTIONS +srite �=-- � ELEVATION, ANCHORING LAYOUT AND NOTES TAT OF ; 6 - 9 INSTALLATION DETAILS 4 {{ WIG N0. REV �'��`•��QR1pP•' �� .iLs.. DRAWN: �//�S�• r• G��� 10 --- 12 HARDWARE LAYOUTSTJH 08-01175 C 13 - 15 COMPONENTS SCALE NTS DATE 11/09/10 SHEET 1 OF 15 REVISIONS REV DESCRIPTION DATE APPROVED 46" MAX. FRAME WIDTH A REVISED PER MD COMMENTS 06/13/2011 R.L. 6" MAX. 12 3/4" B ADDED GLAZING C & HOPPE HARDWARE 12/16/12 R.L. C REVISED PER MD COMMENTS 03/18/13 R.L. 31 5/8" MAX. D.L.O. WIDTH TABLE#2 Maximum design pressure capacity chart{psV 6" MAX. Series 9060 Terrace IS Door with ADA Sill A Frame Frame Panel width(in) Height 28.0 34.0 40.0 40.0 4 (in) Pas Neg Pas Nag Pas Nag Pas Nag 80.0 80.0 160.0 80.0 149.0 80.0 126.0 80.0 110.0 6" MAX. 84.0 80.0 160.0 8Q.0 149.0 80.0 128.0 80.0 11Q.0 98.0 80.0 160.0 80.0 146.2 80.0 128.0 80.0 110.0 108.0 80.0 160.0 80.0 142.8 80.0 126.6 80.0 110.0 18" MAX. � y 120.0 80.0 160.0 80.0 140.2 80.0 122.7 8Q.0 110.0 O.C. TYP. // MAXIMUM PANEL WIDTH FOR EGRESS APPLICATION PER FBC \ TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION. � 0000 � 0000 0000 . \ TABLE#2 • \ 120" .. 0000 . . MAX. Number of anchor locations required. •••••• •• • sees • 0000.. FRAME Frame Frame Panel width(in) •••• •• • ••• HEIGHT Helghl 280 34.0 40.0 48.0 •0.11• i s11s 0.00 (1n) FI&S Jamb NSS Jamb N8S Jamb H&S Jamb • • 0000.. 0000 0000 104 11/16" 800 3 6 3 6 4 5 4 6 • • • MAX. D.L.O. 84.0 3 6 3 6 4 6 4 5 •• 66 6666 0000 HEIGHT 98.0 3 6 3 61 4 6 4 6 0.00•• • • 0000 D 408.0 3 7 3 7 4 7 4 7 NV53 7 3 7 4 7 4 7 0000•• _ _ - - 420.0 6 .0 6 00 .0 6 0006 6 JAMBS USE (2) ANCHORS PER LOCATION. sees i PANEL SIZE FORMULA: PANEL HEIGHT = FRAME HEIGHT - 1.5" RS PANEL WIDTH = FRAME WIDTH ---- 4.0" PER NLOOAT ON D.L.O. FORMULA WITH STANDARD BOTTOM RAIL: AT JAMBS. D.L.O. HEIGHT = FRAME HEIGHT - 15.375" D.L.O. WIDTH = FRAME WIDTH - 14.375" 6" MAX. D.L.O. FORMULA WITH TALL BOTTOM RAIL: D.L.O. HEIGHT = FRAME HEIGHT - 11.812" FOR ADDITIONAL SEALANT D.L.O. WIDTH = FRAME WIDTH - 14.375 SIGNED: 03/ 8/2013 SEE NOTE 15 SHEET 1 . Wi• 7504 AMSTERDAM DRIVE \\���I l nDoor ORLANDO,FL 32832 `��\�� '• �d�/ 1NCORPORATED Ph-c417,481-PW ktVES0 .asr w%.w.�vindoornc com -'N'4 SERIES 9050 THERMALLY BROKEN ALUMINUM ••\C E S••gtf���i • v F • to to;wwag with the FteN& .� • • .. INSWING TERRACE DOOR 8vk%fte8& SERIES 9050 THERMALLY BROKEN ALUMINUM *� 0 61 �* WITH ADA SILL AND TALL BOTTOM RAIL 'Mme INSWING TERRACE DOOR - LMI EXTERIOR VIEW r4pira""Mote ELEVATIONS AND ANCHORING LAYOUTS TAT OF • �� • •,�� DRAWN: DWG NO. REV � 0 R10t; cJA�E oATE 08-011750 15 C ,/��%r��NA}, NTS 11/09/10 2 F mmmmmmmmwm� 3k PARTS LIST REVISIONS NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL REV DESCRIPTION DATE APPROVED 1 905A11 FRAME JAMB ASSY INSWING KEYMARK ALUMINUM 6063-T6 A REVISED PER MD COMMENTS 06/13/2011 R.L. 2 905Al2 FRAME HEAD & STANDARD SILL ASSY KEYMARK ALUMINUM 6063—T6 B ADDED GLAZING C & HOPPE HARDWARE 12/16/12 R.L. 3 S46079 ADA SILL ASSY W/URITHANE BREAK KEYMARK ALUMINUM 6063-T6 C REVISED PER MD COMMENTS 03/18/13 R.L. 4 S46083 GLASS STOP 1.625 KEYMARK ALUMINUM 6063--T6 PARTS LIST 5 905A04 STILE ASSY INSWING KEYMARK ALUMINUM 6063-T6 NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 9/16" 6 S46082 GLASS STOP .5625 KEYMARK ALUMINUM 6063-T6 41 TP-448 FILLER STRIP TEAM PLASTICS PVC 92 DVROMETER 1/4" HS 7 905A06 TOP & BOTTOM RAIL ASS'Y INSWING KEYMARK ALUMINUM 6063-T6 42 SETTING BLOCK GLASS SHIM 1/4" x 3/4" x In NEOPRENE 80D .06" SGP BY DUPONT 8 20mm STRUT TECHNOFORM US POLYMIDE 66-GF25 43 FC0015011 #3 S OR EQUIVALENT JOINT SEALANT C.R. LAWRENCE SILICONE 1/4" HS 9 905A08 TALL BOTTOM RAIL ASSY INSWING KEYMARK ALUMINUM 6063-T6 44 SIKAFAST552 GLAZING COMPOUND SIKA CORP. URETHANE EXTERIOR INTERIOR 10 905AO9 ADA BOTTOM RAIL ADAPTER ASS'Y KEYMARK ALUMINUM 6063-T6 45 #10 x 3/4" PPH SCREW STAINLESS STEEL 11 S46080 EURO FRAME GROOVE COVER KEYMARK ALUMINUM 6063-T6 46 #10 x 1 1/2" PPH SCREW STAINLESS STEEL 7/8" GLASS 30 ` BITE 12 S46085 JAMB & HEAD COVER PLATE KEYMARK ALUMINUM 6063-T6 ITEMS 4, 6, 8, 29, AND 39 ARE NOT USED. = �I 13 S46086 STANDARD SILL COVER PLATE KEYMARK ALUMINUM 6063—T6 6 14 S46084 GLASS STOP 1.25 KEYMARK ALUMINUM 6063—T6 30 • 42 GLAZINC$�•"• ••• •••• 15 52105 SPONGE WITH ADHESIVE BACK EDPM • 9116"HS LAMINAT90"ss 4 • ; •••• 16 00598N FLASH XXL DOOR HINGE GIESSE **see* 17 00599 HINGE COVER GIESSE 0 4'6/8„ 0. •. 1 1/4 O.A. 3 0100 X AIR 'S ACE 18 04650 LEVER ACTIVATED GEAR BOX — 45MM GIESSE `�•• 0000 0000 19 4637 6131 W/KEY & THUMB TURN GIESSE 5/8" MAX. AIR SPACE 3/16" H.S. 3/8" MAX. AIR SPACE •3/?fit H.S. •'• 0000 20 4636 3161 1Y/ KEY & THUMB TURN GIESSE 060" SGP BY DUPONT *00000 • 3/16 TEMP. ..a6o. SGP.BY ODUPOi�ti000 3/16" TEMP. 3/16" H.S. 3/16" TEMP 31.6" H.S.•••• ;0000 21 02472 PRIMA COUPLE DOOR HANDLE GIESSE .. 0000 22 1315—Mc2 LOCKING PLATES ADVANTAGE MFG. EXTERIOR INTERIOR EXTERIOR INTERIOR •• • 23 1335-1 EUROGROOVE KEEPERS ADVANTAGE MFG. �� } 24 04019 CORNER DRIVE GIESSE 7/8" GLASS 7/8" GLASS 25 04655 STRIKE PLATE GIESSE 30 BITE 30 x / BITE 26 01362N ADJUSTABLE STRIKER GIESSE 4 4 27 03524 CONNECTING ROD GIESSE 42 30 42 30 28 1445 SNUBBER DRIVE ADVANTAGE MFG. 44 44 29 14mm STRUT TECHNOFORM US POLYMIDE 66-GF25 ALUMINUM AIR SPACER GLAZING A 30 TP1046 #7 GLAZING VINYL VINYL 5/8"W X 1/4"H X .015"T " ALUMINUM AIR SPACER GLAZING B BY HELMA 1114 INSULATED 3/8"W X 1/4"H X .015"T 1518"INSULATED 31 #8 x 1" PH SQ. DR. L-POINT STAINLESS STEEL HS LAMINATED GLASS BY HELMA HS LAMINATED GLASS 32 #8 x 1" PFH SMS SCREW STAINLESS STEEL SIGNED: 03/18/2013 33 131022 #10 x 1 1/4" PH SQ. DR. L--POINT CORNER CONSTRC. STAINLESS STEEL 7500 AMSTERDAM DRIVE77 WinD o or ORLANDO,FL 32832 $ R' oz// 34 #10 x1 1/4" PFH SELF DRILLING STAINLESS STEEL . • • • . Zj r>, aoxaai aaoo N J q INCORPORATED r aoriet.osos wwwaxindoorinc com • \�►E N$ • 4p"' - 35 5-3820-RB-1 STILE & RAIL FLANGE WEATHERSTRIP LAUREN MFG. I1FMtODUC'Pk£-VISED •• !� Qost0009with the F1 SERIES 9050 THERMALLY BROKEN ALUMINUM = >k• 0 51 0*�_ 36 4-2709 TOP & BOTTOM RAIL WEATHERSTRIP LAUREN MFG. Aye INSWING TERRACE DOOR - LMI 0 "' kap 37 905VP-22-SEAL SPONGE SEAL LAUREN MFG. EDPM dExplratle»Ante BILL OF MATERIALS AND GLAZING OPTIONS 0A TAT OF ; toR►o 38 905VX-19 STRUT COVER IS LAUREN MFG. EDPM 70* �*.• `� DRAWN: DWG N0. REV /�'�� 39 #10 x 2" FH TEK SCREYI STAINLESS STEEL TJH 08--01175 //ijslONAt������ 40 8303-01-00 FLEX COEX BOTTOM SWEEP TRELLBORG RIGID PVC SCALE NTS DATE 11/09/10 SHEET'3 OF 15 ��/111111111\\� REVISIONS 33 38 2 33 REV DESCRIPTiON DATE APPROVED A REVISED PER MD COMMENTS 06/13/2011 R.L. B ADDED GLAZING C & HOPPE HARDWARE 12/16/12 R.L. 12 35 C REVISED PER MD COMMENTS 03/18/13 R.L. 37 37 ALUMINUM 7 0 31 AIR SPACER 30 AI HELMA PAC EXTERIOR 36 42 1' 30 31 31 14 OR 4 31 42 9 INTERIOR 14 OR 4 31 30 30 31 ALUMINUM AIR SPACER BY HELMA INTERIOR 6666•• •• • •••s • • 4 VERTICAL CROSS SECTION •••••• • 6666 •• • • EXTERIOR "" '° •••• 60.49• .... .... 10 00 ALUMINUM ' AIR SPACER 33 4 494. BY HELMA 00 • 0000 30 30 40 33 • . 42 INTERIOR 41 Q 14 OR 4 3 31 36 EXTERIOR 33 37 7 OR O POURED URtTHANE 31 THERMAL BREAK, 41 COMPLYING WITH FBC 37 VERTICAL CROSS SECTION 34 DOOR W/ADA SILL 13 37 SIGNED: 03118/2013 2 7500 ANISTERDAAi DRIVE 38 35 WinD o o r ORLr1ND0,PL 32832 \0 R•• b ���/ 33 ODUC7kltV&%0 INCORPORATED P 74648k$05 WWW.\%indoorinc.com -�VJ��\GENtr�gt1��'i 33 If skilal� SERIES 9050 THERMALLY BROKEN ALUMINUM *• 0 61 ��* r6VERTICAL CROSS SECTION ActeptsmNoZ" Lz `6 INSWING TERRACE DOOR - LMI 4 DOOR W/STANDARD SILLYpin6oa�'p ' Taff O� �• jr00 STANDARD BOTTOM RAIL SHOWN, VERTICAL CROSS SECTIONS TALL BOTTOM RAIL OPTIONAL Miami Dade anf C DRAVIN: DS1G N0. tRC EV '* ' 4 t Oata " CALF DATE 08-01175 ////S,pNA It `�\\ NTS 11/09/10 4 Of 15 REVISIONS REV DESCRIPTION DATE APPROVED A REVISED PER MD COMMENTS 06/13/2011 R.L. 18 5 35 16 17 47 B ADDED GLAZING C & HOPPE HARDWARE 12/16/12 R.L. INTERIOR C REVISED PER MD COMMENTS 03/18/13 R.L. 35 30 ALUMINUM ALUMINUM AIR SPACER 4BAIR -� SPACER BY HELMA 11 Y HELMA FRAME CONSTRUCTION: 37 FRAME CORNERS ARE COPED AND BUTTED. JAMBS ARE ATTACHED TO HEAD, STANDARD SILL AND ADA SILL USING (2) #10 x 1 1/4" PH SQUARE DRIVE LEAD POINT SS SCREWS, ITEM #33, AT EACH CORNER. 1 PANEL CONSTRUCTION: STANDARD BOTTOM RAIL IS ATTACHED TO STILES WITH (4) #8 x 1" PH SQUARE o DRIVE LEAD POINT SS SCREWS, (2) AT INTERIOR EXTRUSION AND (2) AT EXTERIOR EXTERIOR EXTRUSION. 0000 30 14 ORO 37 TALL BOTTOM RAIL IS ATTACHED TO STILES WITH (7) #8 x 1" PIs Sqw RE D•R1V& *see • LEAD POINT SS SCREWS, (4) AT INTERIOR EXTRUSION AND (3) AT•EXTERIOR•• ;°; • EXTRUSION. '•••" •• • •••• ' 0000.. , TOP RAIL IS ATTACHED TO STILES WITH (4) #8 x 1" PH SQUARE•t"Y; LEArp0UV4T '••• SS SCREWS, (2) AT INTERIOR EXTRUSION AND (2) AT EXTERIOR EXTRUSION.' so '•;• 12 37 21 12 37 1 06.06. 6660 0000 WHEN ADA SILL IS USED BOTTOM RAIL IS FITTED WITH ADA BOTRIM RAIL ADAT"PER •••• (j)tt0R1Z0NTAL CROSS SECTION ASSEMBLY, iTEM #10. ADA BOTTOM RAIL ADAPTER IS SNAP FIT T(3*='-OM RAIL' AND ATTACHED TO STILES WITH (2) #8 x 1" PH SQUARE DRIVE LEAD OPOINf SS tG4WS. 600' •6 6 •666 • • 6a• • #10---32 X 3/8" FLAT HEAD MACHINE SCREW 15 17 47 SIGNED: 03/18/2013 7500 A1uNISTERDAiNI DRIVE �N�11 WinDoor ORLANDO,FL 32832 N5 R'• d�/ D P�onr.401.48""m �� •• ` ' •�q /�. C Dt1C 1 Fm 401.481.0505 www,wi INCORPORATEndoarinc.com 5 so caawng wkb 1w n&daSERIES 9050 THERMALLY BROKEN ALUMINUM *� 0 51 Aeco„nccNe3 INSWING TERRACE DOOR -- LMI = • (� HINGE DETAIL HORIZONTAL CROSS SECTIONS �� . OF ; Z I Dade +tat C DRAW'N: Di'IG NO. REV 'Fss C pRVD'#xN�� SCALE DATE 08-01175pC //z!,/pson NA li�t`�� NTS 11j09/10 5 OF 15 1" MIN. REVISIO14S EDGE DIST. INTERIOR FINISH REV DESCRIPTION DATE APPROVED EXTERIOR FINISH BY OTHERS BY OTHERS A REVISED PER MD COMMENTS 06/13/2011 R.L. i3 ADDED GLAZING C & HOPPE HARDWARE 12/16/12 R.L. C REVISED PER MD COMMENTS 03/18/13 R.L. 1 3/4" MIN. EMBEDMENT 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED . 1/4" MAX. SHIM BACKER ROD AND APPROVED SEALANT � #14 WOOD SCREW EXTERIOR INTERIOR IqF SEE CROSS SECTIONS SHEETS 4 AND 5 FOR COMPONENT CALLOUTS. i EXTERIOR INTERIOR ADDITIONAL 3/16" BED OF CONSTRUCTION SEALANT. t1 APPROVED SEALANT SEE NOTE 15 SHEET•j...• . . .... .... o #14 WOOD•6(3REW '••' .... 2X BUCK/WOOD FRAMING •••• BY OTHERS, 2X BUCK TO •••� •� • . . .. .... BE PROPERLY SECURED 1 3/4" M1N�...;••; �••• •••• EMBEDMEW •• •••• •••• 3/16" BED :...:. •••• OF CONSTRUCTION SEALANT. ' SEE NOTE 15 SHEET 1. 1" MIN. EDGE DIST. .";'. • APPROVED SEALANT .. VERTICAL CROSS SECTION 2X BUCKMOOD FRAMING INSTALLATION ADA SILL WITH TALL BOTTOM RAIL SIGNED: 03118/2013 ��jin 750011i1CWERDA�IM DRIVE X1111 I it///// W nk.-/odr ORLANDO,PL 32832 �� s R'' del(// INCORPORATED X407�f8Q00 �'� �.• • 2X BUCK/WOOD FRAMING ice!@OX Y P�407.481.OW vm vwindootinccotn ` V• �.�G�NSE`•9�'it ,lis�O em a!I kda '� • • ,� BY OTHERS, 2X BUCK TO Irl s SERIES 9050 THERMALLY BROKEN ALUMINUM +�• O 61 • BE PROPERLY SECURED VERTICAL CROSS SECTION � � D INSWING TERRACE DOOR — LMI �,0• �, 2X BUCWWOOD FRAMING INSTALLATION INSTALLATION DETAILS gyp , AY OF �•�� STANDARD SILL WITH � DRAWN. DWc No. REV �/'��••• R • STANDARD BOTTOM RAIL SHOWN, TJH 08-01175 C �� SS ' • ' TALL BOTTOM ALSO APPROVED SCALE HATE SHEET NA NTS 1t/09/t0 6 OF 15 1" MIN. REVISIONS EDGE DIST. INTERIOR FINISH REV DESCRIPTION DATE APPROVED EXTERIOR FINISH BY OTHERS BY OTHERS A REVISED PER MD COMMENTS 06/13/2011 R.L. B ADDED GLAZING C & HOPPE HARDWARE 12/16/12 R.L. 1 3/4" MIN. C REVISED PER MD COMMENTS 03/18/13 R.L. EMBEDMENT 2X BACKED 20GA MIN. STEEL FRAMING BY OTHERS -- 1/4" MAX. OWN— APPROVED SHIM BACKER ROD AND SEALANT 0 #14 WOOD SCREW EXTERIOR INTERIOR VIF SEE CROSS SECTIONS SHEETS 4 AND 5 FOR COMPONENT CALLOUTS. EXTERIOR INTERIOR 3/16" BED OF CONSTRUCTION SEALANT. ADDITIONAL SEE NOTE 15 SHEET 'IsA e 9 APPROVED SEALANT : "" "•• t #14 W66D •SCREW ...�.. •. . SSSS .Sege. 2X BACKED 20CA MIN. :000 SSSS S. 0 STEEL FRAMING BY OTHERS •0000• 0000 1 3/4" MI13.6;e0: 0 0 SSSS EMBEDMENT' 00 "" 050..0 0 . 0 3/16" BED SSS.. 0000• S OF CONSTRUCTION SEALANT. ' ' • . SSSS. SEE NOTE 15 SHEET 1. '0 0.0• e APPROVED SEALANT —►� 1" MIN. EDGE DIST. • .0 e VERTICAL CROSS SECTION 2X BACKED STEEL FRAMING INSTALLATION ADA SILL,ADAPTER WITH TALL BOTTOM RAIL SIGNED: 03/18/2013 �y�• 7500 AiIISTERDAi11 DRIVE X1,111 l 11l// yy f nDo0r ORLANDO,FL 32832—. \\ \S R t d �1?��j/i INCORPORATED Px407.45"'o `N \��0 � 2X BACKED 20GA MIN. Pac407ASIA505 �emvindoorinc.com ` V• �� + HS•F •� STEEL FRAMING BY OTHERS • • ►theNtotii SERIES 9050 THERMALLY BROKEN ALUMINUM *• 0 51 •* VERTICAL CROSS SECTIONse No INSWING TERRACE DOOR — LMI 2X BACKED STEEL FRAMING INSTALLATION ' If"uate� INSTALLATION DETAILS O: Afi OF :tV` STANDARD SILL WITH c. .," DRAWN: D1YG NO. REV /��•;�L pRIOP \ \`� STANDARD BOTTOM RAIL SHOWN, 'I bad V wt Cwt TJH 08-01 175 G �� SS TALL BOTTOMALSOAPPROVED SCALE NTS DATE 11/09/10 sHET 7 OF 15 ��////QNA�`ti,��� REVISIONS 2 1/2" MIN. REV DESCRIPTION DATE APPROVED MASONRY/CONCRETE EDGE DIST. A REVISED PER MD COMMENTS 06/13/2011 R.L. BY OTHERS q q` a B ADDED GLAZING C & HOPPE HARDWARE 12/16/12 R.L. a• a ; ° q 1 1/4" MIN. C REVISED PER MD COMMENTS 03/18/13 R.L. EMBEDMENT OPTIONAL 1X BUCK BY OTHERS, 1 X BUCK TO BE PROPERLY SECURED AND REVIEWED BY AHJ Lj >g _ SEE NOTE 3 SHEET 1 1/4" MAX. SHIM BACKER ROD AND APPROVED SEALANT 0 1/4" ITW TAPCON EXTERIOR Ll INTERIOR SEE CROSS SECTIONS SHEETS 4 AND 5 FOR COMPONENT CALLOUTS. EXTERIOR INTERIOR 3/16" BED OF CONSTRUCTION SEALANT. ADDITIONAL SEE NOTE 15 5HE�7•T'. ... . • . APPROVED SEALANT .... • • • i 066:00 •• • 0000 cl 1/4" ]TV YAPCON 0 ••• o Q ° . c ° � c 1 1/4•�I� •••• ••i• EMBEDYM-P ..0 .... 3/16" BED MASONRY/CONCRETE 2 1/2" MIN. --o-- • OF CONSTRUCTION SEALANT. BY OTHERS EDGE DIST. 0000 •••• SEE NOTE 15 SHEET 1. •• • VERTICAL CROSS SECTION APPROVED SEALANT MASONRY/CONCRETE INSTALLATION ADA SILL,ADAPTER WITH TALL BOTTOM RAIL SIGNED: 03/18/2013 7500 AN STERDIV I DRIVE WitiDoor ORLANDO FL 32832v �}�/�J Pb--.407.481.8400 \\ v`• ' ,�/ INCORPORATED I=407.49 1.0505 www.windoo.tinc.com `V*•��G��SF'gcP/�, MASONRY/CONCRETE SERIES 9050 THERMALLY BROKEN ALUMINUM *�• O 51 BY OTHERS VERTICAL CROSS SECTIONGo& INSWING TERRACE DOOR — LMI alio- � �` INSTALLATION DETAILS TAT 0 MASONRY/CONCRETEWSTALLATION fapirafioa Datc STANDARD SILL WITH DRAWN: DWG NO. REV �i •; , � N STANDARD BOTTOM RAIL SHOWN 08-01175 C �OR10��`\� TALL BOTTOM ALSO APPROVED Mfaylni Dade urt Cenh r� SCALE DATE SHEET ��//j��HAL `���\ NTS 11/09/10 8 0� 15 11!14111 PAIR OF #14 WOOD REVISIONS SCREWS AT JAMB REV DESCRIPTION DATE APPROVED INTERIOR FINISH 1 3/4" MIN. 1/4" MAX. A REVISED PER MD COMMENTS 06/13/2011 R.L. BY OTHERS EMBEDMENT SHIM B ADDED GLAZING C & HOPPE HARDWARE 12/16/12 R.L. INTERIORG REVISED PER MD COMMENTS 03/18/13 R.L. 2X BUCK/WOOD FRAMING II zI BY OTHERS, 2X BUCK TO BE PROPERLY SECURED 1/4" MAX. SHIM 1 3/4" MIN. EMBEDMENT INTERIOR 2 1/4" o MAX O.C. ° 2X BACKED 20GA. EXTERIOR MIN. STEEL FRAMING BY OTHERS 1" MIN. EDGE DIST. BACKER ROD AND APPROVED SEALANT a 11 2 1/4" EXTERIOR FINISH EXTERIOR MAX O.C. BY OTHERS HORIZONTAL CROSS SECTION 2X BUCKMIOOD FRAMING INSTALLATION STRIKE JAMB SHOWN PAIR OF #14 WOOD HINGE JAMB SIMILAR 1" MIN. SCREWS AT JAMB EDGE DIST. BACKER ROD AND 77 �- .... APPROVED SEALANT .! .... OPTIONAL 1 X BUCK BY • . OTHERS, 1X BUCK TO BE •' • •• PROPERLY SECURED AND HORIZONTAL CROSS SECTION 014,6, ••• 4•.. INTERIOR REVIEWED BY AHJ ...• SEE NOTE 3 SHEET 1 2X BACKED STEEL FRAMING INSTALLATION •*too • •• ,• • HINGE JAMB SHOWN •••• • .. .... T' v STRIKE JAMB SIMILAR 04:04: .••• 0000 v MASONRY/CONCRETE se 00 0009 41000 4 BY OTHERS •..... . V P •••• ° •••••. •' • • •••• •• • •••• • SEE CROSS SECTIONS SHEETS 4 AND 5 •••• FOR COMPONENT CALLOUTS 0 2 5/16" MIN. EXTERIOR SEPARATION 'A ......... SIGNED:03/18/2013 PAIR OF 1/4" ITW TAPCONS AT JAMB P 7500 AriSTERDt��i DRIVE >>�1ltf f 1111�� as 2 1/2 MIN. W��]InDoor ORLANDO,FL 32832 �y��$ R•• �d���// BACKER ROD AND EDGE DIST. Pmc407481.050 vtwwmindootinc.com VJ uycoRnoRATED APPROVED SEALANT I • %vr 40 tine Flerf�. / �. �fQade SERIES 9050 THERMALLY BROKEN ALUMINUM 1+t• oP4��, 1 •ik 1/4" MAX. AompueseNo 2—tt .Q INSWING TERRACE DOOR — LMI — 1 1/4" MIN. �.pw SHIM ��lratlou Dah INSTALLATION DETAILS •" TAT4FEMBEDMENT •HORIZONTAL CROSS SECTION0 ' ORt ;kr� DRAYtN: DWG NO. REV / • MASON HINGE JAMBSNOWNLATION 101001 Dade rodltetCee+�b TJH 0$-03175 C � Ss�• •. • C9\�N STRIKE JAMB SIMILAR SCA L£ NTS DATE 11/09/10 SHEEf9 Of 15 /��1�NA„`���\� REVISIONS REV DESCRIPTION DATE APPROVED 10 5/8" A REVISED PER MD COMMENTS 06/13/2011 R.L. 7 5/8" =FRAME WIDTH/2 23 Typ5X B ADDED GLAZING C & HOPPE HARDWARE 12/16/12 R.L. 24 C REVISED PER MD COMMENTS 03/1$/13 R.L. P TIMI$ pi 9" MAX fi 91/16" i 22 15X' NOTE: DIMENSIONS MARKED WITH * ARE CENTER OF LEVER ACTIVATED GEAR BOX. ALL OTHER i 8@TXP . DIMENSIONS ARE CENTER OF KEEPERS. i 110 1/4" NP, "K" 28 2X REQUIRED EUROGROOVE KEEPER LOCATIONS 97 3/4" p PER DOOR HEIGHT WITH ADA SILL: 80" HIGH = A THRU H AND M 85 1/4" 10" MAX 84" HIGH = A THRU H AND M =FRAMEHF�GHT/2 96, HIGH = A THRU J AND M „H,. I 10 10" MAX 8" HIGH = A THRU K AND M 72 3/4" 120" HIGH = A THRU M »G/I 18 21 0 —� 60 1/4" '7EAR BOX I .,F„ La 47 3/4" 60a, p 25 MAX •.s•w• ••a• 38 1/16" •• • •,• • • • V nEal •••••• •• • •••• 26 3/$" p I •••:•• 17 13/16" p •••• •• �••• 9 1/4" „B„ 9" MAXi ...... 9... ..:. p . 6 1/4” ...... •••... . a.•.• "A" .. .••. 3 1/4 SERIES 9050 THERMALLY BROKEN ALUMINUM •• INSWING TERRACE DOOR WITH ADA SILL AND GIESSE HARDWARE EXTERIOR viEW SIGNED: 03/18/2013 7500 A1INISTERDAIM DRIVE �(��' W D 0 Qr ORLANDO,PL 32832 "Aro b i INCORPORATED Phone 417.481.8d00 �� J,• ` �E ' •�'r7 'moi !`Ilid�tlCTlEtie.VlSF.D F=407.481.0505 www.windoorinccom N � ��G s� •� ols w pb*withtheiRotidL SERIES 9050 THERMALLY BROKEN ALUMINUMadmips �PO4F�, 1 Nod-p INSWING TERRACE DOOR - LMI -' >Cit HARDWARE LAYOUTC TAT ` b,► ►•-. DRAWN: DWG NO. REV ';0/ .1•;cC 0 RIt3P• ��� � ertGNs+� TJH olloof 08-01175 0 /��i/*`S/ONA1. G�� SCALE NTS DAZE 11/09/10 SHEET 10 OF 15 /�//rrul������ REVISIONS 10 5 8" -FRAME WIDTH& TYP. REV DESCRIPTION DATE APPROVED / 23 7 5/$" 16X A REVISED PER MD COMMENTS 06/13/2011 R.L. 8 ADDED GLAZING C & HOPPE HARDWARE 12/16/12 R.L. „L„ D' i 9" MAX C REVISED PER MD COMMENTS 03/18/13 R.L. 6 11/16" 24 Q° D i16 17 3XP' NOTE: DIMENSIONS MARKED WITH * ARE CENTER OF p LEVER ACTIVATED GEAR BOX. ALL OTHER 28 3 P. DIMENSIONS ARE CENTER OF KEEPERS. 110 1/4" p° 97 3/4" p I Fl 10° MAX „H,. 85 1/4" FRAMEHEIGHT12 REQUIRED DOOR IRHD EURGHTO THOOVESTAKEEPESDARDIL OCATION PER 10 MAX 21 (] - 80" HIGH = A THRU G AND L 72 3/4" 84" HIGH = A THRU G AND L HTHRU H AND L "F" I 1108" HIGH — ATHRU J AND L 60 1/4" GEAR BOX 120" HIGH = A THRU L „ sees ,. " 60 •e...e se • E D 25 MAX • 47 3/4 • •" .. . e se sees.. s 38 1/16"* D ; see:ee • :. se: .,D" D , 24 ITYP'1sees :s e • e .. 26 3/8" ••••• •• • „C" sees .. 17 13/16" �,B„ , D 9 MAX e ••• 9 1/4' " seess� sees s sees.s e e sees e e 8 e • eseeee e see: :es sees • e se • „A" 5 7/8" SERIES 9050 THERMALLY BROKEN ALUMINUM INSWING TERRACE DOOR WITH STANDARD SILL AND GIESSE HARDWARE EXTERIOR VIEW SIGNED: 03/18/2013 7500 A'IMMRDAM DRIVE \,wI t I III//// WinD o oY ORLANDO,FL 32832 �� /// #"DUCT kk>r1SED INCORPORA'T'ED r ��atit�otsos� www windoorinc com �NyJ•��Ci Ii H S+°•�t�/'ri 1oto> "wltb Me Ftorfdc ` V F �� ' � c°'& SERIES 9050 THERMALLY BROKEN ALUMINUM 4TV; 1 • �>so� �'� INSWING TERRACE DOOR — LMI HARDWARE LAYOUT .�0OF,.• . 00, !j1Mtdr Cenlrolt DRAVIN: D1YG N0. REV /� �:4ORt4Q;``G����� SCALEGATE08-01175 11 OF C ON `tC`i\��� NTS 11/09/1 0 11 15 1�f► REVISIONS REV DESCRiPTION DATE APPROVED REQUIRED HOPPE HOOK LOCATION PER DOOR A REVISED PER MD COMMENTS 06/13/2011 R.L_ HEIGHT WITH STANDARD SILL: B ADDED GLAZING C & HOPPE HARDWARE 12/16/12 R.L. 80" HIGH = A AND B C REVISED PER MD COMMENTS 03/18/13 R.L. 84" HIGH = A AND B 46" MAX 96" HIGH = A. B AND C 46" MAX FRAME WIDTH 108" HIGH = A, B AND C FRAME WIDTH 9/32" 120" HIGH = A, B AND C 9/32 REQUIRED HOPPE HOOK LOCATIONS PER DOOR 9" � HEIGHT WITH ADA SILL: MAX HOPPE TOP MAX 80" HIGH = A AND B EXTENSION 84" HIGH = A AND B W/SHOOT BOLT 96" HIGH = A, B AND C 108" HIGH = A, B AND C HOPPE MIDDLE GIESSE XXL 120" HIGH = A, B AND C EXTENSION HINGE W/2 SWING HOOKS HOOK LATCH I STRIKE PLATE LATCH & DEAD BOLT =FRAME HEIGHT12 STRIKE PLATE17 =FRAMEHEIGHTI2 HOPPE BOTTOM •• •• .... EXTENSION • C" W/GEAR, LOCK, HOPPE C" '"• '...' 83 16 9/ " LOWER SWING /HANDLE & 83 1/8., 60" HOOK & SHOOT BOLT TRIM SET •• • ' I MAX B., � � ... • ;• •' B., .. • E XXL 59 7/8" ••�WAV 60 5/16" HINGE •' HOOK LATCH / ••• •• •• ••• 36 1 4" •••• • 36 11/16- STRIKE •• • 37 1/4 33 3/4" •• • 37 11/16" 34 3/16" PLATE •••• • . . .... A A„ 91# 11 13/1, L MWgooessee • MAX SERIES 9050 THERMALLY BROKEN ALUMINUM SERIES 9050 THERMALLY BROKEN ALUMINUM INSWING TERRACE DOOR WITH ADA SILL AND HOPPE HARDWARE INSWING TERRACE DOOR WITH STANDARD SILL AND HOPPE HARDWARE EXTERIOR VIEW EXTERIOR VIEW SIGNED: 03/18/2013 IMAM: (��' 7500 A►XISi'ERDA -1 DRIVE VY inDoOr ORI.r1NDO,FL32832 MN `�����p R•• td���j�i !'"DUCT kltVLVM INCORPORATED r x.480505 wnnvwindootinc com `�SIJ'#\Cj F.Al ���'r•► nor w!M the F%rf • '. i t�ai +>terjee SERIES 9050 THERMALLY BROKEN ALUMINUM '�*' 9;0 1 •*1 Aim NO-LL-4L2.1 0 INSWING TERRACE DOOR - LMI r �' aptnti�a>,te'�� � HARDWARE LAYOUTS TF r hide. pct Ceer„� DVIG NO. REV 'i'��►';cl pRi©P ��`ALE DATE 08 s0 75 C �ipNAL�0\��� NTS 11/09/10 :12 12 OF 15 11,�t1 REVIStONS REV DESCRIPTION DATE APPROVED 3 27/64" A REVISED PER MD COMMENTS 06/13/2011 R.L. 9 1/16" B ADDED GLAZING C & HOPPE HARDWARE 12/16/12 R.L. 1/2 C REVISED PER MD COMMENTS 03/18/13 R.L. DADA SILL ASSEMBLY EXTRUDED ALUMINUM 6063-76.090"THICK 1 21/32" WITH POUR AND DEBRIDGE THERMAL BREAK 4 9/16" 47/64" 3/64 1 4 8 3/4" 1 19/64" 13 STANDARD SILL COVER PLATE 1/2#p ---� 4 17/32" EXTRUDED ALUMINUM 6063-76.090"THICK 14 GLASS STOP 1.25" EXTRUDED ALUMINUM 6063-76.050"THICK 1 FRAME JAMB ASSEMBLY 1 35/64" EXTRUDED ALUMINUM 6063-T6.090"THICK -I--- 11 2 5/32" E17"'ib 0 1 1/32" 2 1 1 - 3/8"� �•- 12JAMB& HEAD COVER PLATE 2 3/4"--•-� EXTRUDED ALUMINUM 6063-T6.070"THICK 1 19 f�A.':• " ' (2)FRAME HEAD& STANDARD :•.. 9 TALL BOTTOM RAIL SILL ASSEMBLY �- ASSEMBLY EXTRUDED ALUMINUM 6063-T6.090"THICK 2 3/4" 1/2"--- .. ;• •'; EXTRUDED ALUMINUM 6063-T6.090"THICK 21/32" ,.J GLASS SZOP.1.62Fi'..• •• •'. 4 EXTR'jjDED ALUMlAkW?M63-T6.05Q l)JICK •• •• 1 29/32" zi 1/2" (TRIPLE GM7MUNITSJ.:. •;• •• •• 11 EURO FRAME GROOVE COVER '1 ;""' EXTRUDED ALUMINUM 606x?-76.050"THICK ...• ' .. 1 o ADA BOTTOM RAIL 1 1/4" ' ,,jao�t�_j ADAPTER ASSEMBL Y EXTRUDED ALUMINUM 6063-T6.080"THICK GLAZING 911601 5 3/16" 5/32" ALUMINUM 6063-T.050"THICK 5 SIGNED: 03/18/2013 7500 AIMSTERDAN DRIVE yy 2 3/4inDoor ORLANDO,FL 32832 �����5 F►•• d /�//� Fn k V1SffA INCORPORATED r�' aU� 8i8osos �v�Rhndoorinc.com ��'V•'�G E lAvf •"�s��� 2 3/4"----.� g WhL the mr-Ido • \• �` •.• r aSERIES 9050 THERMALLY BROKEN ALUMINUM , *� 0 61 INSWING TERRACE DOOR -- LMI TOP& BOTTOM RAIL L• COMPONENTS : •Q �o TAT OFSTILE ASSEMBLY ASSEMBLYlk,de DRAWN: Dvrc No. REV �i'��t••;cCpR�OQ;• � '��� EXTRUDED ALUM/NUM 6063-T6.090"THICK EXTRUDED ALUMINUM 6063-T6.090"THICK TJH DATE 08-01175ET C /JONAH SCALENTS 11/09/10 13 OF 15 /t II I t1 REVISIONS REV DESCRIPTION DATE APPROVED 7/32" A REVISED PER MD COMMENTS 06/13/2011 R.L. 1/2" REF. �' REF. B ADDED GLAZING C & HOPPE HARDWARE 12/16/12 R.L. .. C REVISED PER MD COMMENTS 03/18/13 R.L. (� 41 FILLER STRIP PVC 92 DUROMETER ' cn ua 1 J,6 2 4 17/64" 19 ��1—�? 21 64" u: 3$ STRUT COVER IS s. EXTRUDED ALUMINUM 6083-T6.090"THICK 0.63 143 1.40 ORNER DRIVE ''`u ` oa0 v.,.. y lock travel Of 4 5/64" J _':,� a r • 15/64" .. .. I:- ... so 020mm STRUT .. "*see 19/32 q� POLYMIDE66 — 17/64" oa4 ja j •• ••:'= la.�l ;• • (REF.) (REF.) f.._ .. . . _i 1 ..• .�;.....1s. .. •. •. TENSILE STRENGTH 10,390 PSI 35/64" ��""''�� � �,..� .. tt �� .. a1 whroorri• % .. •'�'i • .••• T Cap ,:...... �:�isc• 5/64" 15/6.. SINGLE 1GUAIR SPACER lockSivd •�• ��a j•29 •��• 17/64 ALUMINUM THICK 0305 REF. i4mm STRUT BYHELMA 0 ftcor�r{�nded' "• 37/64" REF. POLYMIDE 66 — , fit gwcuo. •••;•. ` — TENSILE STRENGTH MIN.:10,390 PSI 3/8" 06 17/64" �..,_<.,.>> -:< 40 FLEX COEX 27/64" (REF.) `l r� (REF.) :ooa BOTTOM SWEEP REF. i 4 RIGID PVC.050"THICK X10 7/16" REF. EUROGROOVE KEEPERS f �DOUBLE IGU AIR SPACER (1SPONGE SEAL ALUMINUMALLOY.015"THICK EDPM BYHELMA SIGNED: 03/18/2013 7500 ANISI'ERDAA-1 DRIVE 9/32" WinDoor ORLANDO,FL 32832 ���``s �� 0�7//// REF. 21/64 PliODUCfkEVIS D INCORPORATED F=407.47A91.ad00 `�vJ•��G1 IUS •���•r�i REF. � P.�4o7ast.osos uRvwuindoocinc.com Mt tom lyina wHh the mr-ldR -z & 17/64" 33/84" REF. saw SERIES SERIES 9050 THERMALLY BROKEN ALUMINUM 7k� ( 61 �* REF. A@Npftnce ' INSWING TERRACE DOOR -- LMI figa Daft COMPONENTS , 35 S�LE RAIL FLANGE 36 TOP& BOTTOM ��� 0 TAI' OF =THERSTRIP RAIL WEATHERSTRIP �"` "� DRAWN: DVIG NO. 08-01175 C , 1' `Af•A' SCAIE NTS DATE 11/09/10 SHEET 14 OF 15 ,!//ONA11\\O` REVISIONS REV DESCRIPTION DATE APPROVED - -- i A REVISED PER MD COMMENTS 06/13/2011 R.L. 3/32" 4 _r -•^'s' B ADDED GLAZING C & HOPPE HARDWARE 12/16/12 R.L. 40=1:1 C REVISED PER MD COMMENTS 03/18/13 R.L. " 7/8- 13/16" 2 15/32" (5 - _ - _ p' - �- n ® 2 11/16" ° - � ' _ o �14m r �coac o_ 1-- 0.260-- 0 0-640 TYP. 5 13/16" ® :r,. -,,�4ell - -•-," 0.1 sa 013I6-MCI 1 17 23/64" - - 00.aos -�- TYP. 22 LOCKING PLATES • .. ' 1I0 • 00004 ••• • • • •l• 14 7/8" Q 2 13J1Q.. ••• • ••� co �- _ •• • -® X12 INSWING DOOR GIESSE HINGE B.O.M. ••••' • • • :00 0000 • ••• ® 8 13/16 _fiy 1. HEIGHT ADJUSTMENT PLATE `�' 0.00•• •..• 2. GRUB SCREW FOR WING RAISING 0.00• •,•. • 3. #10 x 2" TEK SCREW000 •• �•--53 .64" • 0• e• 4. CAP a +.•�• • ® U C 5. FM HINGE PART '••• 6. FIXING PLATE FOR FM HINGE 0.00 • ® � 7. FIXING SCREWS M6 x 12 •• • n 8. ECCENTRIC BUSHING 18 STRIKE PLATE .._ a 9. BEARING _ - 10. PIN • 11. PLATE FOR MX HINGE FIXING -• 12. MX HINGE PART ® 13. GRUB SCREW FOR PIN LOCKING 14. GRUB SCREW 16FLASHXXL GIESSE DOOR HINGE 15. PRELOAD PLATER BUSHING BLOCKING SIGNED: 03/18/2013 7500 AiNISTERDAM DRIVE o WinDoor ORLANDO,FL 32832 INCORPORATED407.481Xi� Kv\v.\vindootinc com ����••\G N s• ���/� F wW111a SERIES 9050 THERMALLY BROKEN ALUMINUM fit• 0 61IN5WING TERRACE DOOR — LMI� � COMPONENTS STAT OF ;w` 18 LEVEL ACTIVATED GEAR BOX AWN: D1YG NO. REV ��;�LORIOA_\G� � SCALE DATE 08-01175 \i /�j'-' ZONAL ;`\��� NTS 11/09/10 15 Of 15 1!1111