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WS-15-1356 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-236110 Permit Number: WS-6-15-1356 Scheduled Inspection Date: August 26, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: CALDERON, IRMA Work Classification: Door Replacement Job Address: 9013 NE 4 Avenue Road Miami Shores, FL Phone Number Parcel Number 1132060460070 Project: <NONE> Contractor: DETAIL CONSTRUCTION 4 YOU CORP Phone: (786)286-7295 Building Department Comments REMOVE AND REPLACE 1 DOOR WITH IMPACT Infraction Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. August 25, 2015 For Inspections please call: (305)762-4949 Page 14 of 48 Miami Shores Village Perms#7y)** utters 10050 N.E.2nd Avenue NE n i of clessx000 rart �c�or R�pla omelnt° Miami Shores,FL 33138-0000 Pexfr#. tstus AppE ,', .... LiL O �M68N,s Phone: (305)795-2204 CORIDp' ' , a12Expiration: 01!27!2016 Project Address Parcel Number Applicant 9013 NE 4 Avenue Road 1132060460070 Ljiami Shores, FL Block: Lot: IRMA CALDERON Owner Information Address Phone Cell IRMA CALDERON 4300 N MICHIGAN Avenue MIAMI BEACH FL 33140- 4300 N MICHIGAN Avenue MIAMI BEACH FL 33140- Contractor(s) Phone Cell Phone mValuation: $ $50.00 DETAIL CONSTRUCTION 4 YOU CORI (786)286-7295 ( Total Sq Feet: 00 { Type of Work:REMOVE AND REPLACE 1 DOOR WITH IMP Available Inspections: No of Openings: 1 Inspection Type: Additional Info: Final Classification:Residential Review Building Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $0.60 DBPR Fee Invoice# WS-6-15-55833 $2.00 06/04/2015 Check#:2189 $50.00 $74.60 DCA Fee $2.00 Education Surcharge $0.20 07/31/2015 Cash $74.60 $0.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $0.80 Total: $124.60 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS, DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDA T: certify that all the foregoing-information is accurate and that all work will be done in compliance with all applicable laws regulating construction pnd Hing FuthermMa prize the/!above-named contractor to do the work stated. (� July 31, 2015 Autho zed Sig wnac_1_ Applicant / Contractor / Agent ate Buildin Depa ent Copy July 31, 2015 1 • Miami Shores Village IVED� �p5 Building Department JUL 24 2015- _� g p 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 J Tel: (305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 >""FBC 2oJ�� BUILDING Master Permit Novl,(S,�5�--�J�� PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [—]RENEWAL [—]PLUMBING ❑ MECHANICAL F__]PUBLIC WORKS N1Ci•iANGE OF ❑ CANCELLATION ❑ SHOP / CONTRACTOR DRAWINGS JOB ADDRESS: 170 ( � / t V City: Miami Shores County: 0/'W9 Miami Dade Zip: �� l 3 Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): kpLln Phone#: 30 57/0 Address: Q City: / /� /h�1C�f L State: !`u Zip: `, -3 / YO Tenant/Lessee Name: l7 �CCS/�r C`� �T Phone#: 796 — 3,�90 Email: 4z&—c)_qp6 You ^�Q/ CONTRACTOR:Company Name: 1�fio11 CflY15 tYUC_t�C�'1 You IU Phone#: tL).J Sw Address:L4,�k\ !2)Ix�{ ne fk�J -A--25 City: �A a1M\ State: F` Zip: 26) I Qualifier Name: Lkkclocr ZoICYJ ••' Phone#: State Certification or Registration#: CCQC `S l4 2Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Lam_ .1La111I�£ .Wojrk for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: I r)5ta IIo►-ho Yl 0I e x to ✓ko r doo r i cgYld ✓A - —c�In �Cfi G SIt1� •r C. -fir � Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ W-Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (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 u Signature 6441 ,1,2 C" A744i#-oT GA ENT CONTRACTOR The foregoing instrument was acknowledged before me this the foregoing instrument was acknowledged before me this at��N day of�/� 20 / by Tµ day of J VL 20 S by 1*4e �A J ' AJ who is personally known to LILJANA who is personally known to me or who has produced Fe, Ppwaep— Uav3Gas me or who has produce 'L DA V EP, (JCCA)SEas identificatio and wh did t ke an oath. identificati n and wh did t ke an oath. NOTARY PILI IC: NOTARY P LIC: Sign: Sign: c g g Print: ALAIAAJb U 2 Print: �/ Vl AJ.0(J/L- Seal: Seal: AIAtN GAN t 'V'ALAIN GANDUR°* Commission a FF 190811 Commission 8 FF 190811 s ;= My Commission Expires MY Commission s'�?Q*Ex�:�i��** ********************** *fit'` `°�A+ t 2019 ******** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) ' , ® DATE(MM/DD/YYYY) ACORN CERTIFICATE OF LIABILITY INSURANCE ��- 07/22/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME:CONTACT Sarai Medina Emmanuel Insurance&Associates, Inc. Plc°Nro Ext, (305)693-0003 ��� No), (305)691-4381 2370 E 8TH AVE E-MAIL ADDRESS: sarai@emmanuelinsurance.com -. INSURER(S)AFFORDING COVERAGE NAIC# HIALEAH FL 33013-4236 INSURER A: Preferred Contractor Ins Co 12497 INSURED INSURER B: DETAIL CONSTRUCTION 4 YOU CORP INSURER C: LILIANA RODRIGUEZ INSURER D: 14311 BISCAYNE BLVD SUITE 725 INSURER E: NORTH MIAMI FL 33261-3479 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCEADDLSUBR POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER MMIDDIYYYY MMIDDIYYYY GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000.00 COMMERCIAL GENERAL LIABILITY PREMISES Ea occur°rence $ 50,000.00_ CLAIMS-MADE OCCUR MED EXP(Any one person) $ 5,000.00 A Y PC2605276-03 06/18/2015 06/18/2016 PERSONAL&ADV INJURY $ 1,000,000.00 GENERAL AGGREGATE $ 2,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000.00 POLICY 7 PRO- LOC $ JECT AUTOMOBILE LIABILITY OM BINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED L SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIREDAUTOS AUTOS Per accident _ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ _ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED 17 RETENTION$ $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY Y/N TORY LIMITS ' ER ANY PROPRIETOR/PARTNER/EXECUTIVE F7 N/A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Remodeling Contractor. Any Changes or alterations Done to this document after being issued shall constitute it null and void. CERTIFICATE HOLDER CANCELLATION City of Miami Shores SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Building Department THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 Ne 2nd Avenue ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores,FI 33138 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD b(;QPE OF WORK DOOR RP-P_tAC'EMENT REC �D CHARLES MITCHELL � 924 N. FEDERAL HWY JUN 0 4 201 HOLLYWOOD, FL. 33020 305.336.5069 LEGAL DESCRIPTION SHORES VILLAGE CONDOS BY, y BUILDING A UNIT 9013 FOLIO#11-3206-046-0070 PROJECT: RESIDENTIAL DOOR REPLACEMENT OCCUPANT CLASSIFICATION EW POOR R-3 NOA 12-0516.02 TYPE OF CONSTRUCTION ADDRESS: TYPE V B 9013 N.E.4 AVE.RD. LEVEL OF ALTERATION 2 MIAMI SHORES,FL.33138 NOTES: / EX. DOORS AND / +75 PSF OWNER: WINDOWS TO REMAIN / A IRMA CALDERON / -75 PSF / / I ESR CONSTRUCTION DATE: 5-15-2013 DRAWN BY: JOSEPH BERNARD APPROVED BY: CM DO 5L I _. REVISIONS: //�• // 114"=1 � � � � � :* O REPLACE DO R `� 36"X 80"D00 NOA 11-1013.2 c SEAL: i / t c I 89 ST. / / . . . . , *09 .. . . . . . . . .. . . • fee fee " SHEET NO. . .•. • ... . . . . ... . . SITE PLAN : • ••• : •�• FLOOR PLAN •�� A� l . . . . . . . . . . N.T.S. 114"=1'-0" 1 REC FIELD yKY2414 Fforida Bulidng Ccde O wl '., QAcisHome In Aia Submit 5u dsarge Stats&Facts Fubiidifons Fae 5txlf aW5 5Ae MaD Unks ( Seatilt {Jul t ee �i — usfilts oductAppsovai Pro esslr%all pubacuser Regulation �mdud Auorovsi Henu>F12akit or poaRatren 5eard>AnonraGon ErsE>Appl.tation setae _ , FL# FL1525b Application Type New Code Version 2010 Application Status Approved 'Approved by DBPR.Approvals by DBPR shaft be reviewed and ratified by the POC and/or the Corratssion if necessary. Corrrnents Archived Q I ' Product Manufacturer )ELT>-WEN Address/Phone/Email 3737 Lakeport Blvd lartvth Fab,OR 97501 ktj (541)205.1171 i - ga-yrOjeld-wen.corn 1 -' 1 Authorized Signature Gary Rollinson fbcOjeid-vren.corn I ,Y 1 l r Technical Representative Steve Saffell II G y I Address/Phone/Einall 3737 Lakeport Blvd i isiani3th Falls,OR:97601 (541)882-3451 Ext 2900 I -stevesa@jeid-wen.cam I —� c quakty Assurance Representative 1 r Address/Phone/EmaN Category Exterior Doors l Subcategory Swinging Exterior Door Assombltes Convilanca Method Certification Mark or Usting • •. Certification Agency National AccredRation&Managerrent lrtstitute, •••••: "• • VaUdated We National Accreditation&Managerront Institute, • • • • • ••• 0000 RefereaVd�Vndard and Year(of Standard) Standard Year •••�•• •••: i••i•• TAS 201 1994 ••••• �� • TAS 202 1944 i • • • ••• TAS 203 1994 •••••• •••• • •••••• •••••• •� Equivalence of Product Standards • • • Certl s 9)0• i sees •••••• •••• • • • • Product Approval Kethod Diethod I Option Date Submitted 02/26/2012 Date Validated 04119/2012 Date Pendfng F8C Approval Date Approved 04/24/2012 Surninaryof Products hdpJASvwAcridabuildtng.ei-9/pr/{_ app_dH.aspx?pat'arty-%- EVXQWDgviyVMZiQRON%2beW4OoHO4Zeal3wi2ft MY7pTzoeQ°le3d%3d 1)2 r t � t 2120014 Florida Stflidng Code Online Ft.# Modeir Number or Name Description 15256.1 6'8 5Yeellyaod Edge Inswing&outswing Opaque Mom iv/Sideltes Elm its of Use Certification Agency Certificate Approved for use in HVHZI Yes FL15256 B9 C CAC N1011862 01 odf Approved for Use outside HVFiZi Yes FLIS256 RO C CAC NI011062,pdfd Impact Resistants Yes quality Assurance Contract Expiration Date Design Pressuret NIA 04/3012016 Other;XX,XXO,OXXO DP:+/-60 PSF;X,OXO OF,+/-65 PSF; Installation Instructions Max Frame Size:149`x 81-7/13";Doors are not rated for water FL15256 R0 11 1W032012FL R2 SS.odf Infiltrdtlon requlrerrents,Non-lrrpact s;delltes requires an hnpact Verified By,Hermes F.Norero,P4 Florida P.E.73778 resistant covering to con pty with FOC Section 1609,1,2 Created by Independent Third Party:Yes Evaluation Reports FL15256 RO AE PER1802 R!SS,adf Created by Independent Third Patty;Yes 15256.2 S'0 Steel Wood Edge Insveing&Outswing Opaque Doors w{Sidelites Limits of Use Certification Agency Certificate Approved far use in HVHZ.Yes FL15256 RO C CAC N1011061.off Approved for use outside HVHZ;Yes Quality Assurance Contract Expiration Date Impact Resistant;Yes 04/30/2016 Design pressures+45/-45 Installation Instructions Other;Max.Frame Size:105"x 97-7/8,Doors are not rated for PLIS256 RO 11 )WO77017FL R1 SS odf water tnf3itrat fon requirements.Nott-impact s(deGtas requires an Verified 8y;Hemtes F.Noreto,P.E.Florida P.E.73778 Impract resistant covering to cani;iy with FOC Section 1609,1.2 Created by Independent Third Party:Yes Evaluation Reports PL15256 RO AF PERI 03 81 S5.0df Created by Independent Third Party:Yes Seek ;text Coatact Vs.:1940 North Mone Street,Tanahassae FL 32399 one'8SQ-07•L824 The State of Florida Ls an AA(EfQ employer.Soovdabt 2007.2e13 State of A•rida,::pdvacy Statement':AtcesslblGri Statement::Rerer:d Sl4temc.t ( Vader Florida law,email addresses are pubitcrecords.If you 40 not Want your e-mail address released In msponse to a publfc-mcntds request,do not sand 1 etectronk matt to lhti entity instead,contact the office by phone or by badRianal mall.Ir you have any clueaVoos,please contact 850.487.1395.*Pursuant to section 455,275{1),Florida Statutes,effective October 1,2012,8cenmes tkensed under Chapter 4Ss,F.S.mustproNde the Department wnh an emalt address a i they have ono.The ematis provided may be used for otncW commnicatlon vah the licensee.However email addresses are pubite record.It you do not yrsh to supply a personal address,please provide the Papartmant wart an email address vAfrh can be made available to the puboc.To determine it you am a ikonstm i under Chapter 455,F.S.,please drd(urg, Product ((A—pp'roval-A'�cceptst ff rpt i i Si'L1U It�YF.L8tt1' i Nam • • •• i • htiplAw mtor1daCtl Idng.crg/pr/pr app dtt.asp)67paranl-l4GEVXQWDgv*MWZ14RON%2JJd440o,4WealayJ2MY7y3F2QeQl/a3d%3d 2r2 r .,,�l e crir lhx NOTICE OF PRODUCT CERTIFICATION '!.� t�ccRfi •.ay• Certification leo.: NIOII062-01 Company-, JELD-WEN Doors 3737,L.akeport Drive Certification Date: 44/I7I2012 Klamath Falls.OR 97641 Expiration Date: 04/30%2016 Product' 24 Ga.Steel Wood Edge Impact Rated Opaque boors w/&W10 Impact&Non-Impact hated Glazed Sidelitea(w/wood frame unless specified) 1 l Specification:TAS 241-94242-94/203-94 The"Notice of Product Certification"Lc only valid if the N.AMr Certiflcttiou Label bas been applied to the product as described within this documotm The certificatiow label represents product conformity to the appBeable specification and that all certification criteria has been satisfied. This product has beeu approved for listing within y NAMI's Certified Product UsAuT at�vww.I'�'atnzcertification.corn. N.A.IMPS Certification Program is accredited by The American National StAndards Institute(ANSr). Inswing Glazed Missile -fest Report Number Configuration or or Maximum Pressure Impact Dmwing Number& loutFMAX Opaque Size POSINOM Rated Comments XX US Opaque 6'2' x 6'10" +60/60 psf Yes Nen-.50-3S01-z1FL Is02 Max Pattc1 Sia:3'0 x 6'8" ~ Double: Installsttion Details:JW-5201M, Alirls cam rations;SLY XX O/S Opaque 6'2"x 6'9" +60/60 psf Yes WxPa l SE*-- *0*' TS" lvtxt k'sncl Siris'3'0"x 6'8" Double IasW1ation D*miW I",--2otzr•1. ualirmtConrl XX OXXO 1/S Door-Opaque 12'5"x 6'10" +GO/60 psf Door-Yes 6aC rl,I1,.1 ivs2-trFr isoz ivlax panel Size:310"x 6*r/Pxyiirhtop=iuV I'9"x 5'3" Double w/Sidelites Sidelite-Glared Sidelite No olzns:IG 1/8"Tempcted • lzxitaUaaon Ikta�ls:JW.3�013PI. - ualifi Coral vtation;SCXf)C C010:CC/O 000 OXXO O/S Door-Opaque ITV x 6'9" +60/60 psf boar-Yes NC7'I-160-11937-VFL 1302 SiiiC:Ilte-NO M��1 � 5 'O'"x6'BlDayttghtOpening:1'9"x5'3" Double wlSidelltss Sidelite-Glazed Mainz;IG-I/8"Tcmp=d Installadon Dalaits:M'-32012F1, WMILIConri umlona;>CK=o(oXV, 0>000 OXXO 1/S Door-Opaque 12'5"x 6'l0" +60/60 psf Door-Xes -120 t 19s1.t�I laaz Max panel SJzc: '0"x 6'r/Dn+light Qycoing:l'9"x S 3" Double w/Siddlites Sidelite-01-a7ed Sidelite-Yes Gl tint JG larttttnte-1l8-�tttteatcdGiAss/,09Q"Sot rain P1r13 Jniaiagcrril8" nnacaletf Glass/1/8"Tcmpctod Gtnss •• • Ins 6lationDawls JW320t2FI.. • u tiff tt u tt� �:/CCO OXxO OXXO rJ/S 1Joor-Opaque 12'8"x 6'9" +60160 psf Door Xes K.�'J o v -6 >eaz Myr P�:Lh,SI�3'e" '83'O�r' t mg;1'9"x S'3" Double w/Sidelites Sidelite-Glazed Sidelite-Xcs fit,xn,p•l6 1 an;.ayo Jlt�r,,nlat��lGl t/A40", J00LAVB tnIe t:»u/L1z- fIMCAtCd G17S5(1/S'�1'Citipl7lRdG[nw instnitntion Ihtnits: .nv-:.OJ2FL ou:ilifus Conti vntions:X.'`J.'<7SA/OSCY 0)= National Accreditation&IYlanagement Institute,IncJ4794 George Waihington VA, 7,307 Tett(804)684-5124/)'ax:(304)654-5122 '•• ' ••• • NA fl AUTHORIZED SIGNATURE: •• • [JCS' CERTIFICATION Certification No., Ni01t062 '. -ti,rr,� ;��c d •;4yF:1 Company: 'cation.A WAN floors Ccrtificatiion.Date_ 44/1712012 ��. o: �,• `��..o.r. 3737 i,aktport Drive xpira Klamath Falls,OR. 97641Nan Bate: 043012016 M -Wood E e Itu act Rated Opaque�ovzs w/&W/o Impact&Non-Impact Product. 24 Ga.S#eelP . Rated Glazed Sidciites('tvtwood frame unless specified) u '1 Specification;TAS 201-941202-94/203-94 The"Notice of Product Cy-dflcation"is only valid if the NAM Certification':Labet has been applied to the product as described Within this document. The certliicatian fication and that all Iabcl represents product coot trMity to the apace bl Sp�n com NA.N11 s Cox'd�xtion krogram is acrrediz dcotion criteria h'A$been tby The A ixeis p n Naroduct t onas al5taudnrdss Instituen approved for te(ANSI)-� NAM,s Certified Product Listing w�v Design Missile Test Report Nnmbar inswing GIazed Tyra�,in�Number� Con•flagaration or or Iv%2xlmum Pressure Impact Q Comnhcnts Outs-win Q ue size POSAIIc Rated 1fCTt�i0.3801=f�LI&02 \L� X IIS Opaque 3'2"N 6'10" -1.451,55 psf Yes Nfa�ranel Stw:a a' SingleY 6's\ ln^,tailation Dciaits. 7tali20 t2F7. fiats ConRcwatiofix X +65/65 f Yes Nc•tx.2tassol-v�t.ls4x X O/S Opaque 37'x 6'9'" ps IvlaxFanttsirc:3 o^sa s^. fiucitLation DmiW,]W-.a2012Tt. Single alifw=Confl^fixations:% +65/65 psf Door--Yes i eVL-2lassot 21FL 1z;tr OXO 1/S Door-Opaque 9'S x 6'10" p M i�d„cl Sift: W-32012 Temperod Single Nv(Sidol ites S iclelitc-Glazed Sideiite NO Glazing:tG-l rs" Insaltatian Details:JW-32013FL stifits Coati tions-0r 0xr<M%0 NG"fL-IO.3. 1.21Fi.1&02 MO O/S Door"Oparlue 9'5'x 6'9" -?'65/65 psf DOor--Yes Mzxp=tnISjze:3'a"x6'!t"/Aayligtnopening:1'9-x5'3^ Sid6llte~Glazed S•idolite-No GLv>n?:lo-vs"Temptmd singlew/Sideiites 1>L�taltarioaAewit.:rvw32012r-L QaaliFitsG+mfi,mtionS:OClJO:tlXOlOXO N -210-3:t�01=JFI.t 302 OXQ I/S Door-Opaque 9'S"x w1o" +65/65 psf Door-Yes Mnxpa„cISim.3•o^Yv'S-ro*Vl;rkopenina:i`9^Ysa- 5idelite-Glazed SidefitcYes Glazing:lG-Laniinat�fls"l�nncalcdGtarJ.090"SolutinPV3lnicrlq�rrllitT" Single w/Sidelites inn li d G>,svtrs Tempered GIM Inswllation Dctaits:JW-32012FL 0 Ii" Confi ratioiist orV0,VX0/4X0 N L- 10-33 I-2lF1.1842 OXQ O/S Door-Opagile 9'S"x 619" +65/65 psf Door-Yes 11{a'e�en�1S}�o:�a"qt6s"m�ayGttQptni I'9"xS3' Sidelite-Gtazcd Sidelitc-Ycx Gtt>in 16-�minatwl/8 �� denasra9i1 Sorcat�i+rv¢intnrik"r-lw Singlet w/Sidelites }tlm�lcfi(sla 5ttpt'.dwoIws ' ••' •r2�sdllatioalic�s: �2012f uatificst�lli^Iir,Kans:fl/:i0' XO National Accreditation�Nlaaagefficaht Institute,lnG/4794 Geor;e Washithgton Mernoriai Hi�iiway/klapes. �A 23072 .- 'Tel:(804)6$4-fa'124/1;'ax:($04)684-5122 �•� •:' ;���/�p��"" � . KAM X AU HO=ED SIGNATURE. ... ••• . ... . . . ... . ' TABLE i FsTEM HWSZAPPROVED rGCFJas;o.x00x0wOKOXOo00.rnaCOO*.OxxR,000TIONDETAIISA.WOOD EDGE (x><ma)motc) (x)(M) LAZED SXOMXM POgmyt+:d'-0"X 6'-3"SM 1.TM $=UTSMNpF.S1GNED TO GJMP> Wft7!WARRENT iN15RNA•RRNAL 9UILOiNW CODE tL9.C.)&1NTL'fiNATIONAL f�S1DE)�')iN• r�sNMo Pte ' NEt.ASNft TA520-ac.�PRO UCTAlS4MEEYSR'HIGHVF100CtTYHURI21(Fn) ONE'PROD(HV=RPOUtREMENTS.T07AS20!•9A.TPS202$AANO • . COMPOKENTUST '7,XAS 02XW00D BUCKS BY OTHen,MUST HE ANCHORED pROPGRLY TO TRANSFER LOADS TO h{ESTRUCTURE.9UQ(MATERIAL ITEM AESCRlPTION MATERW. CITY. MUSTHAVEASPEC)F)CCRAV(TYOF6SSORGRFATM 1 NON-COMPRESSION SHIM 025' AX.THK. WOOD AS REO. AS K5.L 3.PRODUCTANCHORTYPESAND SPACINeARESHOWNONSHEET7.DIMENSIONSSHOWN DWAtFOR N. RO SINGORSTUCW-AYS SUB AS REO FROM EDGE OF UNIT FRAME:ANCHOR EM9EOMENT TO&'S'-MATERUL SNAti BE 6kY0ND WALL OR6'3SING OR SNCCA. 3 1 W OD SUB BU K�.G.MUS SF-0.55 OR GREAAI5K WOOD A.TNIS DOCUMENTWPERCEOES OTHMANCHORINSTALLATiOt•04MUC10"s 4 x10WOOD INSTALLATION SCREWW/t1 'M)1V EMBEAME STEEL AS REO, FOR IMPACT RATED DOORS-FOROTHERIMPORTMttiN5TALATIONINSTRUOTIONS,REFERTOJELR•WEN gTEpx• 30R6 DOCUMENT''MJE100(NSTALLATION INSTRUCTIONS FOR PRSWNG ENTRY DOORS)FOUND ONTHE JELO•WEN 8 #10 Z' , IpS FT.A'IHw W O00 S REW FOMENT STEEL AS WESSIMJ1:LAWtTr,COAN.EARNIRESOURCES/INS7ALU,7IONGFMISNINC✓. 7 xg 2"pHl IPS F ATTiEAD WO00 SCREW ET. AS RECL 8 #9 Y.rpm PLA WOOD SGREW STEEL 21 OR 2S .T,ORtDAAPPROVEDIMPACT Re TANCESHUTTERSARES99UIRE00NNOWIMPACf g 1.OVERALLhI.UMINUMFEtAME1h,PSCTGUaZiNG){.vBYODL AI.UWIN 1 6cA95 SIDEUTES. 148"MAx.PRAWE---------I STEE) 1 S.FOR DESIGN pRESSVRERATINGS.SEP TASL61• 37112'MeJ(. 7A•MAx.FRAME—�••� 10 KWIKSETLOOKSERIESA00 SHEET 1. FFAME '• D.L.G. f` 1, }M'IKSET DFADBOLT SERIES 780 SHT tx 1"dVERALL ALAST'IC FRAME NO WtMPAC1'OLA7JNG lG BY 00 PVG 1 7,ALL FASTENERS IN WOOD SHALL 13 USX IVY PHILLIPS FLATHEAD WOOD SCREW AKWO STS- AS RED. BEOOUNTERSUNK3nB'OEEP. tFRI Y�1 \[ I Ov NOTH CXAMPI 3116'--1 t p WAI R�.•.A wF'' UE(aM N J, III *NOTE:PROOUOT HAS NOT BEEN FATED FOR —i P D iU �SD WV6MNF1LXAATKK)FAUTHOR HAVINGEXP FOLYS7'YRBNEWrrH �w' o I(IE IEI�,,I� JUF4$DIOTIONRE%P.=jHATPRODUCTMwa T.o TO M1,25 L9S OENSQY.eY JELO•WEN 61C. z S.•' lbea THIS INSTALL E A.PROOVCF PROTECTED <aE ED V s WHEN INSTALLED AT(.00AT)ON%G(ON)RK o 3 F� OHLENG H H HEIGHT Is ;1.0 OHI RATIO+ II q S 9.FA fEj, 24 GAtS•02!'MIN)THX3'.MM H y h ( OH LENGTH t OH HEIGHT 6 ,A GALYAN 0 STEEL Wf1'Tt AVETtAGE MMIIMUM YIELD ?,( W STRENGTH FrtAV)-AWa0 PSL a "no i - 4. \ IMpAOT UTE NOWMPACT LITE - 12.0 X 6.8______-_EEVAMN N SEESHT.42 SEE SHT.42 •DOUBLE DOOR W!FALL 3.0 SIDEUTF•S(0)0(0) I a 37112"MAX.O.A. 74"MAX,FRAME R FRAME TYP.( 75"K x FRw%*�—•l �7C MAX.FRAME^^—I �—„2112'MAX.FRAME"-•'•'^”' � "I 9 . f'---�^-^ ^�.aI t I tp9 '` 0.C1 6 T— 013 ® IgFo 4m F, tu tl1 ` \ V _ b N � m li T9F ` \ • • LL!4 W z ra a 6"D 0 y c t IC1JI11�f�I�iIdI1I1� \ II \ DOUBLE 9wG G AaM1 c IVSD ! lit Irl"r �• OPAQUE FULL Lfl E GO X 8 8 ELEVATION 8 0 X� ____6 8 ELEVA7tON 8-0 X_-�6 8 ELEVATION ••• 000 • • f+�'�• `' -- ------.•- T'R(pLE(OXO) • • •r`p. .•�' ^ w+m lm/zo.� 34X"ELEVA170TII OOUBLE(Ox) DOUBL6(XO) SIk6LE(X)6 ttl) •• •� • ,»(�;, .'4 S. w.nNONE 1NOIX go *go o xUBSM EET r n A N Digitally signed by Hermes F Norera,P.E. a. c D approving this oc ent Fxb.P -0- . „ ,�- N Reason:I am app g LI 0 27 A�438 3WO32012FL j U H 7M q ,VF AND WCO C1at@:201204-19 18:47:17 U400` • • aae+� z w 7 _ uaslnNc a Ns Ix r p�+G • • • a ••• •• ••• • •• • • 000 • 00 0.0 • APPLY DAP ALEX PLUS SILICONE 6-#8X2" OR EQUIV.BETWEEN PFH SCREW AT .IAMBS BEFORE MULLING EACH MULLION TYP• 20114"MAJ.014--j —^^-21"MAX 0-LA.— A2 B2 52 RIXP..G ACTIVE o C2 C2 .t r�•N r �(� O � V W� OOL IMPAOT{ALLEN)FULL LITE ODL UP-LITE NON-IMPACT o Xx 3.0 X B•8 SHOWN 3 0 X 6 6 SHOWN M A 1 y 1 519"MM. 1718" urf0a 7/8 TEMPEF�D OOL R@OISEAL GLA48 SITE CY.ASS ,� FOAM GASKET pK S 72 O N jt�yS+, 718"�cmpEngo w 0 G7 aw" I'MAY 1314' 1 3✓� —7-mm �2 1 � � p 0.509'AIRSPACE I 714'NRSPACE X Q (z)118-�,ww 712'MIN.GLASS OOL RFOt$m _.. 13m-- SITE FOAM GASKET i ir! T 0.0 P c DETAIL 82 V 0 SPACER 80 DETAIL C2 S"y R � ODL IMPACT GLAZING DETAIL 00L.NON{MPACT GLAZING OETAtL b (NOA*08-0Y0801) MAX.D.L.0:20112"X521/2" MAX D.L.0:21"X63' 8 BOX SIDELITE MULL ._ MY!� ~ 00 X APPROVED UNDER NOA#10"1209.01 4 UNITS ODL pLAJ l-4 LITE KIT MATIAL ••iR`� MAY, w • wm ij;0/207 2 EXAMPLE:OXNrrSOXO,OX • • � ra NONE •• • - ••• p�_ t_: conam�GYUBBECKE orcin+S._WFELL 438 nETAtLAz ,w (12)FASTENER LOCATIONS AT • ••• 27'm} 1W032012FL DOUBLE-BACKJAMS ATTACHMENT • • E 8, z "r • ••• • ••• • • • • • • ••• • • ,r • • : i. • • • • 000 0 I t T MIN, 1"Mw. 4 t z t"MIN. �---V MAN,— !, t 1 tJ2"MIN. 2 i t iJ2"MIN. 2 7 4 4 EMB EMs. LR 1 � t NC6Fg4 ERIO I Vr MIN, MAX. 1J3" MAX EMBED. SHIM SHIM SEE N07E#Y IMER'CR SEE NOTE 117 INTERIOR STPJi1DR 1-MIN ON SHEET t ON SHEET 1 I-MIN OU751MNO OPGRA7ING UNIT" OVT5Y19NG OPERAIWO U YERTICAt.GROSS Sf:CTJpN TWIT Q1t?SWTNGSTA7TONARr ON YERYICAL CROS,.56Ci10H -VERYICAG CROSS SECTION �I^t• HEM JAMB HERO JAAM N IW WAX. r.Ma I_sane SEE NOTE#7 _ 1' !�/ ONSHEET + �F PLACE&Nr OFfTW rAPCONANCHORSIN2XSLICKOR 1 / tX SUCK CONCRETRJh=NRYOPENINCS,SEE SHEET4 Z., p.OPTIONALLY.ANCHOR CAN Be PLACED IN NARROW SECTION • a ,„ OF HEAD OR JAMB AS LONG AS KNUM EMBEDMENt13 A � 8 bRNeEA(JOBWJ CLOSE T70 WE THORLLEOAN AX / HtNGB AT JOS SCI'k CIASE.a'TTO WEg1}i.CRSYRIP, *ry n HINGE Q �AT SIU.PLAC$ANCHOR W SIU We MA7ERIALFOR � m� � STATtONARYUN77' RI(R 3IM*D t 4 MA)OMUMSUPPORT. NOR40n7'AL CROSSS>:C7TON OUTSWl oSHOWN /• O � T 2 y t 2 6 a EXTERIOR x Z Q 01-MIN. \ 4 1 see 000RIO • • • • • 1-MIN, �\' �f/ i"MIN. ••• •• • • ,�t'� �Ji• !f y` SEE NOTE S7 .�. T �1J4"MAX. 1 ON SHEST t i�� •• ••• •4�'IG¢�'� t,�OYA caro 3/.20/2012 SHIM —NONE 1IrxMIN. SHIM 7tJR"MIN. �'*'. 7 -* a�c..KnG.IUBBC•CKE EMBED. EMBED. • ••• ^�' au.mt S.SAFFELL 2'T7IMNGLATO 18AT-AME OVISWJNGHINGEJAMS A7PfvU • • • - lS7 *'• w HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECT70H •� �• • w � 44 71N09 OX.ZFI ••• F8 j°NO,306M"r 3 7 .. ........ .............---......-- ............. CONCREM m I,MIN, M ASONREY Fft eyoINR STYP. IN es. I.-. , AN 5 P'; Ilir MIN. 3 WAM 0YOTHMRS 114, WIN MA=Im MIN11 MIN MAX syOTHV33T- 11"Ir "am W - MAX TWN VORT179 .. SEeNOT6117 MV(- SKIM SILL ON smrzr I VERTICAL CROSS SE QN SHIM smwo-M*T ON SHM I ONSHIM" ON SHMT I WS WR CONCREM 3 MASONRY G STAMNARY UNIT' By OTHERS VERTICAL CROSS SECTTON OuTSMNG OPERATING UN(r S� HISAD JAMBCTION iw MIN, HEAD JAMS wow 5 a 3x v MIN OV r$M SjMnp 4_Al Vjg#MoAL CROSS$a077ON Se r HINGE DETAIL ROVED SHEEV Vva^aIA MIN,&mom HORIZONTAL CROSS SECTION I Na MIN' OpnjoAtAr r BUCKMasao r MIN. I'KOM TIM I,MIN. ON SK4ET I SHEET I • 1'MIN. ,':..� 4t tta� `..r t•MIN. ,t'ttt rrrr�� t�S JILL-- SH I 1w MIN. v MIN. IWmAy-i HIAA EMBED. • .4 6% I Ile MIN. isrook �@ -0*!:. NONE T �SERPOl F . � I CROSS 4 11M Var* N. Ar_5 LL NOTl.SII)M IDOP'nONALL.Y.AN4�',HORCMBgPLA=V4NAp5toWSE'-T'ONO'lt(EADOR'$AbOA�L04CASWi ey OTHERS ems EMiliEoMelITMA'HtEVZO, 2 III A 43 EACH PPTX)AAX� ASON ON 40,(010 X 2-)�O-F SOMW TO BE INSTALLEDIN N CAOSO SacTION OF H JAMO Ift JA ANCHOR IN SU BASE M4MP]At,FOR MAMMUM"PORT, 0 GO& SEE NOTE 07 ON SHEET 1 1"MW 1'MIN.^--- 4 1 2 1"MIN. 1"MIN,—� 4 1 I mTOR _ FC7ERIOft Irf)��,pR 1 4 21/R'MIN. 2 7 iJ2"MIN. 1 a 4 EMB. •1 11/2'MtN. 1ire EMBEDN. SMAX HIM 1M' nvuc. EMBED, sHun SEE NOTE*7 EXt'[R'AR 1N]ERIOR SEE NOT£•7 OR MTERIOR ' i'MIN 2 1'MIN ON SHEET 1 ON SHEE 2 V MIN------` INSWJNG OPERATING UNrr 11dSWING STATIONARY UNIT INSWING 2PFJtAT7NG UNIT !N$WING ST1,710NARYUNIi' 1' 'T�'�'�' OSS SC71pN TIOAL CRf3SS S6G7ION VMMCAL CROSS SECTIoN VERYICA.x,CROSS SlnC'IEON SILL 607f$O SIOELtm SIU. xSA0rAM6 HF.rW JAMB 114•MAX rneeo. In SEE NOTE V ` ON SHEET NOTES: r+a IfsFOR PLACEMENT OF P W TAPCON ANCHORS IN 2X BUCK OR 1XBUCKCONCRETEIMAsONRYOPENINGS,SEESKM6 55�� OCE'EHE< OPNALLY.ANCHOR CAN BBPLAC201NNARROWSEanon Wo ,I$ j /'�� $ '"2� TWOF HEAD OR JAMBAS CONGAS MINIMUM EMBEDMENT IS • L� p % ,/ ACHIEVED. r �S f E 9 Y)'EMi'9.(A'107C 770NE SCREWTOSE INSTALIXOW EACH /rf 4X / ^"MNCE AYJOB SR'E CI OS^.STTOWFATKC=):IP• k ©,ATSh.L,PIgOR ANCHOR IN SIU..BASE MATERIAL FOR INTERIOR HtNG a AtL a MA1anrtIMSUPPORT: STATION/xftY UNIT' HORIZONTAL CROSS SEC Oto r N INSWING SHOWN �r, r T INTSRIgR O O05 bN Of Q1"MEN. \ 4 1 2 j `�,�• EXTEPJOR �/• 1t1 •• ••• • w� Y t'MIN. see NOTE or t'MIN. •• •. : •`� `2�1F I�f�i�• r z T µ) 1 ON SHEET •• ••• •1 ig' e. F� %v x!2012072 Va"MAX• 11 �` .O ., W-NONE 1 1l2'MIN. SHIM 112'MIN. M*. YC= —,*IG•UIMEq(E EMBEQ. ENBEA. • ••• •^ �^• lcr S,SAFFE[L \INSWING LATCH JAMB AY FRAME INSWINQ HINJAMB AYFRAME • • • HORIZONTAL CRgSS SECTION' HOR20NTAL CROSS SkGTlQN • • • 90 032O1Z1=1.. 906 P4P C .12.91278 S a 7 • ------------------- .......... MASONRY 1114" syOTKERSTY17. MIN. Gma, mIpL 1 U41 F= EMBED 1,4.MN. 04ow • 4A=5ONRY DONOR lr4" MIN. MASONRY INTERIOR BY OTHE I-MtN SHIM MAX 1NSWINfif 0 9 MOR SHIM V.SRT,CAL gRQTw=TIONM R slu saswam*r ON%E£T I INSWING OPERATING UHIC SPE NOTE#7' VERTIGAl.CROSS SECnON SEENOTE07 ONBHwrl SEE NOTE 97 WROR OPTIONAL r jwcK ON SHEET I ON SHEET I CONCAS!re LNSWING Opg"m WNGAL CRUS55VGXJQN BY'Dymm V6RriCReADJAMS HEAD JANIN O I 1W M , 900 INTERIOR • • PC a x I-MCN • TARN EKT ERjOR iz wqfd n BOXED SOEUTE S144 \-see 7T94 97 3 RE= 1"MIN. 074 VdXSr A 13a m WMA)L lite IKSWI14G OPERATSNG UNIT HQRgf)NTAI CROSS§EE77FOf( IEMBED' op'nOVALl"SUCK WX-119 F 5 2 1 -MIN. t 11 IL J--� I PAN. 75 er;Nm C7SGENOTEIrr ON SHEET ION stimm I mm 00 • 0 1w MAX. M I 1 Va M N. 1"Kw. 1: I w MIN' SHIMEMBED. NaHmco. :r 0 • w-wNONE HQRVQKTAL rRQ3s.5t9nqN HOM: RY 117. ANCHOR cAN SE PLACED IN NARROW SECTION OF WAD OR JAMS AS LONG AS NOMMW QOKCM BY OTHERRS EMBED OK" DO.21.0-11LASACHteVED. �W— fNSTALLED IN SACH rMGr=AT JOB SITF-OLMCSr'rO WFATHERMIP- I;W032um CRM5EMQNOFHLAP4AAW #s.(sm o x:n ONE sarg-w To or VM,,.I.& [1>�T SILL.PIAOE ANCHOR IN SILL WE MATERIAL FOR MAXIMUM VOPOPM 0 • p 6 7 09: 60 NO'T'E: — � 74"MAX0A FRAME , 37112'MAX. � n S 2 3-tea S smfm POR sbFPoF�T Ar OR EACH ANCHORtSREOVIREOEAR 3"TYP. Y 3"TYF'. —� � �3"7YP FRAME] O ti _ O a7 'C7 1.0'MAX.O.A.FRAME— a. �Fs 1 g YYP. 07 C7 3" cz� _� I $ xx 2 3 ww } xy i t 1 � TP x I x w ! ( S A� _ f 07 107 s �" a s I I f } r &0 X§-8 0UTSWINGQNSWING 3-0 X f,S OUTSWING/INSWING 1 D7 07 O (30)ANCHOR LOCATIONS (18)ANC14OR LOCATIONS "'T" -- (FROM EDGE OF FRAME) (FROM SDGE OF FRAME) 1 12-0 X Cr8 OUTSWING(WSWING 11 nP. 0 ANCHOR LOCATIONS rY ° FROM EDGE OF FRAME) 75 MAX FRAME x I T�'p n x tYP.---^jam 1121!2"MAX FRAME ,o� � R 3"TYP.--�-( � q 3; w w A7 I t A7 PaNE4 CEMIIx 4 S F DETAIL A7 PANEL COM -"-r � x I n � (B)ANCHOR LOCA AT MULL a aT V x 4, 60X6"BbUTSWING/1NSMNG T (26)ANCHOR LOCATIONS 9-0 X Q-A OUTSWINQIINSWING (FROM EDGE OF FRAME) w•• ••• • • • • • t (33)ANCHOR LOCATIONS ��"�� ��i�rf • • • • • • • tl ^ (FROM EDGE OF FRAME) 2"IFSX3"PFH 1��¢�ESF. Ofi+��'i� •• •� •w i i i•i •w ennN 0 >2 A✓tS X 3`PFH SCREW FROM ti Ze_ A • • • • • • /� SCREW FROM ASTRAGALKrr _ O J g/]✓• 3°" o ASfRAGAA.IOT ° -*A aramG.LUBBEM -- z"IIR7fOM ASfRAGA1, snUKE?LATE = EB a.�n S.SAPFEIL x-TOpASTRAGAL DETAIL.37 I-BOTTOM SHOOT 2]�1N fR • AN HOR L710N3 • °"" DETAIL C7-C7 DETAIL D7•-D7 5OL:rWERTPLUG DETAIL 07-07 7XgK,y • • •7�!(1SZO17Fi OUTWING OR INSWING OUTWING ONLY INSWING ONLY FSPE 1 A 67a. • •A:l,fM4AL • • • 7 o- 7 •i• i•••• w • • i•••o is 127 W.Fairbanks Ave. BUILDING DROPS Suite 438 Winter Park,FL 32789 A Perfect Solution In Every Drop 407.644.6957 PH Certificate of Authorization:24578 407.644.2366 FX contact@bulldlngdrops.com i Product Evaluation Report Of ; i JELD-WEN,inc. Steel Noon Edge Steel Inswing & Outswing Opaque Door w/Sidelites � - i for - Florida Product Approval FL# FL15256 Report No. 1802 Florida Building Code 2010 Per Rule 9N-3 Method: 1–A (Certification) Category: Exterior Doors Sub --Category: Swinging Exterior Door Assembizes Product: Steel Wood-Edge Steel IIS& 01S Opaque Door 4 i tvl SirleTr'.tes � • ;•� •• ilrlaterial: Steel/iYood 6666.. • •"• Product Dimensions: 149"X 81.875"Waximrrtt) 906.4 0 0000•• 00 of • :•:••: Prepared For: 000000 0`0i`• ••6•• 9JELD-WEN1 , ine, 900060 akeport Blvd. . 0600•• 3737 L > si.Ijp jJ �rf11 ,•666.. •• •: 000000 Klamath Falls, OR.97601 , p . • 6666.. ,� ; 6666.. • • 0.00•• Prepared by: = 7 —� .. . . •6• 7 •••••• 0000 Hermes F. Norero,P.E. 103 T T a ` 6699` ` Florida Professional Engineer#73778 :,, P Z41W Date:02/13/2012 Contents: 0Evalltion Report PagesI NA Installation Page - 6 t! S: Digitally signed by Hermes F Torero,P.E. Hermes F.Norero,P.F. Reason:l am approving this document Florida No.73778 Date:2012.04.18 20:55:36-04'00` . . t - i. BUILDING DROPS F1.#.fii.15256 A Perfect Solution in Every Drop Date: 02/13/2012 . 18Q22 Certificate of Authorization:29578 Report No. 1$ Manufacturer: JELD-WEN,inc. Product Category: Exterior Doors ' Product Sub-Category: Swinging Exterior Door Assemblies i I t Compliance Method: State Product Approval Rule 9N-3.00511)(a) Product Name: Steel Wood Edge Steel 1/$&O f 5 Opaque Door wJ Sidel[tes 10'X 81.875"(Maximum) Scope: This Is a Product Evaluation Report issued by Hermes F.Norero,P.E.(FL$73778)for JELD-WEN Inc. based on Rule Chapter No.9N-3.005,Method 1a of the State of Florida Product Approval, Department of Community Affairs-Florida Building Commission, Hermes F.Norero,P.E.does not have nor will acquire financial interest In the company ? f manufacturing or distributing the product or in any other entity involved In the approval process of theroduct named herein, i A i i This product has been evaluated for use in locations adhering to the 2010 Florida Building Code. i See installation instructions JW032012FL,signed and sealed by Hermes F.Torero,P.E.(FL H 73778) for specific use parameters. i E Limits of Use. 1. This product has been evaluated and is In compliance with the 2010 Florida Building Code, Including the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. • •�. 3. When used in areas requiring wind borne debris protection this product complies with • •••Sectio 1609.1.2 of the 2010 Florida Building Code and does not require an Impact resistant • •••• • ••• • -covering. •• �. Non-impact sidelites do require an impact resistant covering when used in areas requiring •••••• ••• 'wind borne debris protection to comply with Section 1509.1.2 of the 2010 Florida Building j . .. i • .... Code. ....% S. Site conditions that deviate from the details of drawing 1V032012F1 require further •••• • •• • ••• •• •oo •••• engineering analysis by a licensed engineer or registeredistered architect, • • • see installation Instructions JW032012FL for size and design pressure limitations. i Hermes F.Norero,P.E. Florida No,73778 Page 2 of 6 1 i BUILDING DROPS FL#,Ft_15266 A Perfect Solution in Every Drop Date: 02/13/2012 CatHficate of Authorization:29578 Report No: 1802 Quality Assurance; the manufacturer has demonstrated compliance of door products In Accordance with the Florida Building Code and Rule 9N-3.005(3)for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation&Management Institute,Inc.(F8C Organization#Q(JA1789) Performance Standards: The product described herein has been tested{ger: { • TAS 201-94 • TAS 202-94 fi ! • TAS 203-94 I I t Referenced Data: 1 1. Product Testing performed by National Certified Testing Laboratory,inc. (FBC Organization#TST1589) Report#:NCTL-210-3801-2, Report Date:02/04/2012 Report#:NCTL-110-11987-1, Report bate:04/06/2009 I 2. Quality Assurance 1 National Accreditation and Management Institute i (FBC Organization#:QUA 1789) i 3. Miami Dade BCCO (I=BC Organization##:CER 1592) NOA#:08-0205.01 0000.. •0000; 0000.. 0000.. 0000 0000. •• .. 0000. •••... • � 0000 0000.. • .. . • 0000 0000.. •••... . . . 000000 0000.. • •. 0000 Hermes F.Norero,P.E. Florida No.73778 Page 3 of S r i BUILDING DROPS(V�A\ ,+L#: t,Yszs A Perfect Solution In Every Drop Date: 02/13/2012 Certificate of Authorization:29578 Report No: 1802 Installation, 1. .Approved anchor types and substrates are as follows; Through frame Installation: A. For two by(2X)wood buck substrate,use#14 Wood Screw type Installation anchors of � sufficient length to achieve a minimum embedment of 1.50"into the wood substrate, 8. For concrete or masonry substrate where one by(1X),non-structural,wood bucking is j employed,use 3116"diameter JTW Tapson type concrete screw anchors of sufficient J length to achieve minimum embedment of 1,25"into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed,use 3116" { diameter iTW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"Into concrete or masonry. Refer to Installation Instructions(JW032012FL)for anchor spacing and more details of the Installation requirements, Design Pressure:• Y Design Pressure XX,XXO,OXXO X,OXO Outswing Positive 60 PSF* Positive 65 ASF* Negative 60 PSF Negative 65 PSF f I InswingPositive- 60 PSF* Positive 65 PSF* I Negative 60 PSF Negative 65 PSF ! *Product has not been rated for water infiltration.If authority having jurisdiction requires that product meets this requirement,product shall be used when installed at location protected by overhang such that overhang(OH)ratio=OH length/OH height is 1A • I Hermes F.Norero,P,f, Florida No,73778 Page 4 of 6 C BUILDING DROPS .FL#:FL15256 A Perfect Soiutlon in Every Drop Date: 02/13/2012 Certtficate of Authortzatton:29578 Report No: 1802 Installation Method JEEI)WEN,ine, Steel Woad Edge Steel Inswing & Outswing E Opaque Dour w/Sidelites ti 101 MAX.O.A.FRAME 3�7YP. C7 C7 - 34TYP.• ►- �._.. r 7 t3 A7 O 1 x I 07 t 0737 112't r CU I + � MAX-7A"MAX.O.A.FRAME O.A.F 1 �31VAT/P. R PJy's U t z C7 tC7 z 0-- w w • • • a0 • '07 t 67 •••••• • •• • • • Hermes F.Norero, P.E. Florida No.73778 Page 5 of 6 i i A i BUILDING DROPS A Perfect Solation in Every Drop Date! 02/13/2012 Cert1flcateofAuthorizatfon:29578 Report No: 1802 ' 1121/2,MAIC Ff2AME 0. -3"TYP. N TYP'- w7 7 PMANEL<Et4UR I $"TV. i it- 22 Y I u! S A ! PANEL CEWR I Co � I ••"•• • bermes F.Norero,P.P. Florida No.73778 Page 6 of S I f ' a ; I } Miami Shores Village Ric Building Department JUN 04 2015 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: Tel: (305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 /o BUILDING Master Permit No., 7 Zs PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP /� CONTRACTOR DRAWINGS JOB ADDRESS: �t City: Miami Shores County: Miami Dade Zip: 3 Folio/Parcel#: ,5-20c� 61 L/ C'CW_ Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: / cFlood Zone: BFE: FFFE: OWNER: Name(Fee Simple Titleholder) - �-"eC'0 07/c,7�(/ Phone#:_5©S--J-`-0 Z9'O' Address: -/-3o o /C &1G A4 �� �l�- City: /�'1�! r(7W Stater Zip: -3/ n Tenant/Lessee,Name: Phone#: Email: ` CONTRACTO any e: �S ,�L ���r Phone - Address: b 2- City: City: State: I k2A Zip: Qualifier Name: %.&,L CA Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phonne�eL#.: Sa-.!r -�� `/ ��4 Address: L� 5j- A t5 City:� LA-V'V "St zip: Value of Work for this Permit:$ F�_oi 6"T Square/Linear Footage o ork: C Type of Work: ❑ Ad7'<_4PA1 ❑ Alteration New pair/Replace ❑ Demolition Description of Work: e'i 9y_uST l IV to f.='(j W'r-TT 0 [� angL 29A0 k f-V L, c LW xmW 6-&t_ Specify color of color thru tile: ,rrte� Submittal Fee$ _Permit Fee$ O • W CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ QUO (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 YOYR 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 oved and a reinspection fee will be charged. Signature --- Signature t';:�ON R or AGENT 9NT`RACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 4 day of AULI 201,9 by day of 7k 20 S by JW0,A IL► ea,cJ who is personally known ftlle,o,,) <0 w Is persorially k wn to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: / C Sign: Print: 14-Ix IA-1y o —77ZeE ' Print: 1'1 Seal: Seal: r� '°"9r ; KYLE PURCHAS HIGINIO TORRM :N`. +; MV COMMISSION#FF 179928 ' as EXPIRES:March 27,2019 MY COMMISSION#FF080038 gyp;f °�' '�:' 2017 Banded unaerwrioers :1,�. o�:` EXPIRES December 29, (407)398-0153 Floridallotary ervit ` ` APPROVED BY v r'� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) .� 014 C .� N 0 4 2015 WIND10 v2.1.0.5 Load Design (Method 2) per ASCE 7-10 A �y:CF{o lFy Ai=f7t/ CCompany Name:�tM IF5 Mt?C FCL . Description:-Tgm,4 (A ofd10N 2.Fs.r 4 User 1 Data Calculated Parameters Structure Type Building Importance Factor 1 Basic Wind S 175 _ mph _ Struc Category(I, II, III,or I II Table 6-2 Values Exposure(B, C,or D) C_ Alpha 7719.500 Struc Nat Frequency n1) 1 Hz zg 1 900.000 Slope of Roof 4.5 :12 Slope of Roof hem 20.6 De Type of Roof Monoslope _ Kd(Directonal' Factor) 0.85 Eave Height(Eht) 21.00 ft Ridge Height(RHt_ 23.00 ft _ Mean Roof Height(Ht) 22.00 ft Width Perp.To Wind Dir B 17.00 ft At= 0.105 Width Paral.To Wind Dir L 31.00 ft Bt= 1.qpd Bm= 50 Calculated Parameters Cc_= 0 __ T of Structure I= 0 Height/Least Horizontal Dim 1.29 Epsilon = (S Flexible Stricture No Zmin= Gust Factor Ca I: Rigid Structures-Simplofid Gust1 For rigid structures Nat Freg> 1 Hz use 0.85 z 4 0.85 Gust Factor Ca Il: Rigid Structures- to Ana Zm Zmin 15.00 ft Izm Cc* 33/z"0.167 0.2_281 Urn t*zm/33^Epsilon 427.06 ft Q (1/ 1+0.63*((Min(B,L+Ht)/Lzm)`0.63))^0.5 0.9368 Gust2 0.925* 1+1.7*Izm*3.4*Q/ 1+1.7*3.4*Izm 0.8918 Gust Factor SLKnmary G I Since this is not a flexible stricture the lessor of Gust1 or Gust2 are used 1 0.85 Fia6-5 Internal Pressure Coefficients for Buildinas. Gcpi-5 Internal Pressure Coefficients for Buildinas. Gcpi Condition Gepi Max+ Max- Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildiggs 0.18 -0.18 Enclosed Buildi s all qJ8 -0.18 . .. . . . . ... . .. ... .. . . . .. ••• . . . • . . . . . . . . . . .. . . . . . . . .. . . .. • *00 • . • Developed by Meq Enterprises,Inc.Copyright 2006 Charles C. Mitchell Page No.1 of 4 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 8/8/2014 WIND10 v2.1.0.5 Detailed Wind Load Design (Method 2) per ASCE 7-10 6.5.12.2.1 Desian Wind Pressure - Buildings of All Heiahts Elev Kz Kzt qz Pressure IbfR"2 Windward Wall* 0 Ib/ft^2 +GC ii -GCpi 23 0.93 1.00 _61.90_ _31.05 1 53.13 22 0.92 1.00 61.32 30.66 52.74 21 1 0.91 1.00 60.72 30.25 52.33 20 0.90 1.00 60.10_ 29.83 51.91 15 0.85 1.00 56.57 27.43 49.50 Fi u 6-6 -External Pressure Coefficients C Loads 3n Main Wind-Force Resisti stems(Method 2) et B h z L L Variable ula Value Units Kh 2.01*(Ht/z ^2/AI ha 0.92 Kht Topographic factor(Fig 6-4 1.00 Qh .00256" ^2*1*Kh*Kht*Kd 61.32 sf Khcc Comp&Clad:Table 6-3 Case 1 0.92 Qhcc .00256*V^2*1*Khcc*Kht*Kd 1 61.32 esf Wall Pressure Coefficients,C Surface C Windward Wall See Figure 6.5.12.2.1 for Pressures 0.8 Roof Pressure Coefficients,C Roof Area .ft. Reduction Factor 1.00 Calculations for Wind Normal to?jet gage .Cp Pressure(psf) , • +GC i -GCpi Leeward Walls(Wind Dir Normal to IlfCv4llg ;•; Kq.34 -28.51 -6.44 Leeward Walls(Wind Dir Normal to 31 ft gall) ' • 020.50 -37.10 -15.02 Side Walls -0.70 X7.52 -25.45 Roof-Wind Norm l V Ride heta>=J 0 -for.Wirnl Normal to 17 ft face Windward-Min Cp -Q. I -37.56 -15.48 /� Windward-Max Cp 000 0• 0 •0• -0.(1* -13.77 8.30 . 0 . *00 . t Developed by Meca Enterprises,Inc.Copyright 200 ; �I s�. Mitchel; Page No.2 of 4 8/8/2014 WIND10 v2.1.0.5 Detailed Wind Load Design (Method 2) per ASCE 7-10 Leeward Normal to Ridge -0.60 -42.31 -20.24 Overhang Top(Windward) -0.51 -26.52 -26.52 Overhang Top(Leeward) -0.60 -31.27 -31.27 Overhang Bottom(Applicable on Windward on 0.80 41.29 41.29 Roof-Wind Parallel to Ride All Theta -for Wind Normal to 31 ft face Dist from Windward Edge:0 ft to 44 ft-Max Cp -0.18 -20.42 1.66 Dist from Windward Edge:0 ft to 11 ft-Min Cp -1.30 -78.80 -56.72 Dist from Windward Edge: 11 ft to 22 ft-Min Cp -0.70 -47.52 -25.45 Dist from Windward Edge:22 ft to 17 ft-Min C -0.70 -47.52 -25.45 *Horizontal distance from windward edge Fissure 6-10 - External Pressure Coefficients, GCpf Loads on Main Wind-Force Resisting Systems w/Ht<=60 ft Kh= 2.01*(Ht/zg)1(2/Alpha) = 0.92 Kht= Topographic factor(Fig 6-2) = 1.00 Qh= 0.00256*(V)^2*lmpFac*Kh*Kht*Kd = 61.32 Theta= Angle of Roof = 20.6 Deg Corsa _."vim fcicr Transverse Dir ion Longitudinal Direction Tomk= woad Cast Wind Pressures on Main Wind Force Resisting Sys m Surface GCpf +GCpf -GCpi qh Min P Max P 1 0.53_ 0.18 -0.18 61.32 21.57 43.6_5 2 -0.64 0.18 -0.18 61.32 -50.04 -27.9_6 3 -0.48 0.18 -0.18 61.32 1 -40.29 -18.21_ 4 -0.43 0.18 -6% • 61-32: .37"18 -15.11 5 -0.450.18 -O! • 1 ,38.63_ -16.56 ------ ---------------------- -•--- •-- -.- - 6 -0.45 0.18 ..x$.63 -16.56 1E 0.79 0.18 -0.18 61.32 _ 37.61 59.69 2E -0.99 0.18_. .:A.18 61.32 -71.72 -49.64 3E -0.68 :-0.18;., 1.32 •- 2.f6 -30.68_ v 4E -0.63 0.18 . .-0.i8' $1.32 9 -27.62 � t Page No.3 of 4 Developed by Meta Enterprises,Inc.Copyright 20Q6 ; ;Cl��tieS j. A�itchel 8/8/2014 WIN D10 v2.1.0.5 Detailed Wind Load Design (Method 2) per ASCE 7-10 *p=qh*(GCpf-GCpi) Fissure 6-14 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/Ht<=60 ft for Monoslope Roofs 2a 2' 4a 3 a 2 2 1 Theta Ht 3' 2' a W a= 1.7 =_> 3.00 ft Component Width Span Area Zone GCp Wind Press(Ib/f'2) (ft) ft ft"2 Max Min Max Min 7/1 :m't) t 0.95 -1.05 69.10 -75.23 - --- 0,00 0 n „.00 Note:* Enter Zone 1,2,2', 3, 3'(See sketch),4&5(Wall Zones calculated per Fig 6-11A) *Use 1 H,2H,and 3H for Roof Overhangs(Per Fig 6-14A) • FA .. ... . . . . . .. .. ... .. . . . .. •• • • • • • • • •• • • j pjeS C. M Developed by Meca Enterprises,Inc.Copyright 20j6 ; ;Citchel Page No.4 of 4 • •• •• • • • •• •• MIAMI-DADE ML"11—DADS COUNTY,FLORIDA sm... PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT AND REGULATORY 11805 SW 26 Strcet,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315--2599 NOTICE OF ACCEPTANCE (NOA) Nvww.miamidade.eov/aeveronmenV PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued tinder the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- 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. PERA 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 11FD-101"Outswing Aluminum French Door w/wo Sidelites-L.M.I. APPROVAL DOCUMENT: Drawing No. 11005-1, titled Series "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture, signed and sealed by Lynn Miller, P. E., bearing the Miami-Dade County Product Control Section renewal 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 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami Dade County Product Control Approved", unless otherwise 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 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-n*its en*ju* ; ; INSPECTION: A copy of this.entire IWA:slag ale Arovided to the user by the manufacturer or its distributors and shall be available for inspection st the job site at the request of the Building Official. This NOA revises and renews NOA No. 11-1013.22 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval d6suftht mt;ntioneki abovd.. .'. The submitted documentation was reviewe'a 6ATaime IX:G;sion,P.E. . . .. . . . . . . •" NOA No.12-05I6.02 CMLAMaaoEe�unmr Expiration Date: October 18,2017 Approval Date: August 30,2012 . ... Page I 1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections, 2. Drawing No. 11005-1, titled Series "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture,signed and sealed by Lynn Miller,P. E. B. TESTS 1. Test reports on: 1)Uniform Static Air 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 along with marked-up drawings and installation diagram of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6864,dated 04/02/12, signed and sealed by Marlin D.Brinson, 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 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL-5212, dated 05/05/07,signed and sealed by Carlos S.Rionda,P. E. (Submitted under previous NOA No. 07-0629.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007 and FBC-2010, prepared by manufacture, dated 10/11/11, signed and sealed by Lynn Miller, P. E. (Submitted under previous NOA No. 07-0629.10) 2. Glazing complies with ASTM E1300-02/04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. 2. Notice of AcceptancsNo.11-0325.05 issued to Solutia,Inc.for their"Saflex and Vanceva clear aipd cqk re. tijr1jyjrj"tilted 05/05/11, expiring on 05/21/16. f� r Jaime D.Gascon .E. . . . . . . . . . . . Product Control Section Supervisor .. . . . . . . . .. . . NOA No. 12-0516.02 Expiration Date: October 18,2017 0004 Approval Date: August 30,2012 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and complying with FBC-2010, issued by manufacture,dated 05/14/12, signed and sealed by Lynn Miller,P.E. 2. Statement letter of no financial interest, issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller,P. E. 3. Laboratory compliance letter for Test Report No. FT"864, issued by Fenestration Testing Laboratory, Inc.dated 04/02/12, signed and sealed by Marlin D. Brinson,P. E. 4. Proposal issued by Product Control,dated 02/15/12,signed by Jaime D. Gascon, P. E. 5. Laboratory compliance letter for Test Report No. FTL-5212, issued by Fenestration Testing Laboratory,Inc. dated 05/05/07, signed and sealed by Carlos S.Rionda,P.E. (Submitted under previous NOA No. 07-0629.10) G. OTHERS 1. Notice of Acceptance No. 11-1013.22, issued to PGT Industries, for their Series "FD-101 Outswing Aluminum French Door w/wo Sidelites —L.M.I.", approved on 11/23/11 and expiring on 10/18/12. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. 0 0 Jaime D.Gasco0 000 000 000 n Product Control Section Supervisor NOA No. 12-0516.02 Expiration Date: October 18,2017 • Approval Date: August 30,2012 . .. .. . . . .. .. ... . . . ... . . NOTES: OUTSWING IMPACT FRENCH DOOR(S)AND SIDE LITE( RODUCTREN-WED u comDIYt"8 wid'�°Flo�id4 1.GLAZING OPTIONS: Acceptwxe B 114 do A.3/8'LAMI NOM.(.402" CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM N" PLUS(1)LITE OF 3/18"HEAT STRENGTHENED GLASS. [3tlanoau l7 r --�.cc�G.. B.3/8'LAMI NOM.(.402")CONSISTING OF(1)LITE OF 1/8"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE ryy teat on MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. C.7/16-LAMI NOM.(.465')CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS(1)LITE OF 3/16'HEAT STRENGTHENED GLASS. D.7/16"LAMI NOM.(.465')CONSISTING OF(1)LITE OF 3/16"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE 04 MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. Y - O ®E.13/16"LAMI IG NOM.(.840')CONSISTING OF(1)LITE OF 3/18'TEMPERED GLASS,1/4"AIRSPACE,(1)LITE OF 1/8'HEAT STRENGTHENED GLASS PLUS AN.090 PVB NOA DRAWING MAP F INTERLAYER OF DUPONT BUTACITE PLUS(1)LITE OF 3116'HEAT STRENGTHENED GLASS. Q 2.DESIGN PRESSURES:SEE TABLES 1 AND 2 ON SHEET 2. TOPIC SHEET V) p d A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-04. GENERAL NOTES............ 1 O ®B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-04. CONFIGURATIONS...........I D' p 3.CONFIGURATIONS:X, XX,XO,OX,XXO,OXX OXO,AND OXXO. GLAZING DETAILS...........1 N o 8——— DESIGN PRESSURES...... 2 IL 4.ANCHORAGE:TI4E 381139 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL H :F;C� ,THAT COME TATO CONI CIWA'U OTHER DISSIMILAR MATERIALS,SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.FOR ANCHORAGE ELEVATIONS.................... 3 W J •R Q MENTS SEE SHGETS 8 T IIO GHdO. VERT.SECTIONS.............4 W J W 5.SHUTTERS ARE 1VCT R IRED. HORIZ.SECTIONS........... 6 d 0 p Q 8. :INSTALLATION CREWS FI&AME;AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. PARTS LIST...................... 6 O F- (4 LL EXTRUSIONS................... 6,7 - W 7.REFERENCES: • 9999@9 ••••• CO)N W 0 e6 O ORTS FTL 212 8 E ULTRACON HOA:11.0406.01,12-0128.09;ANSI/AFNAPA NDS 2005 FOR WOOD CONSTRUCTION AND ADM-2005 ALUMINUM ANCHORAGE....................8-10 N o � ®.TE;:Lg�P ��9 �: LFPQ g 0 O DESIGN MANUAL. • • • 1- Z 81`I-ffPMDUCT MIRSaBEEN DESIGftV rIESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY W W N Cl Z FjIJ♦71NE ZONEi(d1jF�Z). 40414041 GLASS ABBREVIATIONS aJ 9.CONFIGURATIONS WHICH CONTAIN A SIDEtLITE TO DOOR CONNECTION: AN.=ANNEALED :A,jyF•COWER DESM14PRESSURE FRWTABLE 1.OR 2.PREVAILS. HS.=HEAT-STRENGTHENED p0p O Z eS.FULULENGTH REW FORCEMENTo fTEAWI SHOWN IN SECTION E-E,SHEET 6),IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TP.=TEMPERED Q Z Z0Z W T SHT.2 REF TO TABL FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. Q o •li�ss�l' . �g si'�lil'� d N •. .... 3 ..• 93 ® 91 °dN d F • � o 30 (30 30 90 ® �P C3} q1/2GSBITE 1/2"GSS BITE 1/2'G SS BITE rL'xe EXTERIOR EXTERIOR EXTERIOR a 9 Gl 94 Y& 118"AN.OR 3/16"AN.OR 1/4"AIRSPACE 3/18"HS. HS.GLASS .HSGSS 3/18°HS. 3/16",HS. _GLASS 090 PVB INTERLAYER GLASS .090 PVB INTERLAYER GLASS 3/18"TP.GLASS— (DUPONT BUTACITE OR (DUPONT BUTACITE OR SAFLEX/KEEPSAFE SAFLEX/KEEPSAFE 090 PVB INTERLAYER 1/8"HS.GLASS MAXIMUM) MAXIMUM) (DUPONT BUTACITE) '•�'�',a 3/8'NOM. 7H 8"NOM. 13/18"NOM. �;v o Tt o•.,_ ig GLASS STACK GLASS STACK GLASS = :z 4C` o Z_�,t STACK J;p 6 Nk: 0zzw 3/8"LAMI NOM. 7/16" LAMI NOM. 13/16" LAW IG NOM. ''2oy� Z c,`'`ja GLAZING OPTION A OR B, NOTE 1 GLAZING OPTION C OR D, NOTE 1 GLAZING OPTION E, NOTE 1 o .�` ',��rr*r 1 I I&��\\ TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS APPROVED CONFIGURATIONS:X,XX,O,OX,XO,OXO,XXO,OXX&OXXO NOTES: "asooUCTBBNn•complying u•iu.;:. ;;'!h Building Code (FOR DOORS W/SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) 1.GLASS TYPES: peceptenceNo � REINFORCEMENT IS REQUIRED AT DOOR&SIDE LITE CONNECTIONS A.318"LAMI(1/8"A,.090 PVB,3/16"HS) 8xpiretlonDete DOORS WITH GLASS TYPES A,B,C,D OR E B.3/8"LAMI(1/8"HS,.090 PVB,3116"HS) eyy 1j4 ti..{r.J C.7/18'LAMI(3/116'A,.080 PVB,3/16'HS) Mfeml Dada product oontra� HEIGHT D.7116"LAMI(3116"HS,.090 PVB,3/16"HS) X WIDTH XX WIDTH 68-79 3/4" 1 7o-83 314" 1 87 3/4" 1 91 3/4" 80-95 314" ®E.13/16"LAMI IG(3116'TP,1/4'AIRSPACE,1/8"HS,.090 PVB,3/16"HS) 39 371/2" g° 713/4" +75.0 -75.01+75.0 -75.0 1+75.0 -75.0 1+75.0 -75.0 1+75.0 -75.0 2.COMBINED DOOR&SIDE LITE WIDTHS FOR TABLE 1 OR 2. Y N O WIDTH SINGLE SIDE LITES WITH GLASS TYPE A MAX.OX/XO WIDTH = 731/2" v F- MAX.OXO WIDTH=1091/2" U 27 3/4" +75.0 -75.01+75.01-75.01+75.01-75.01+75.01-75.01+75.0 -75.0 MAX.XXO/OXX WIDTH=107 3/4" O c MAX.OXXO WIDTH=143 314" 361/9' +75.0 -75.01+75.01-75.01+71.41-71.41+67.61-67.61+64.2 -64.2 w - o /4;"+ 5.0 -75.0 +74.9 -74.91+70.41-70.41+66.61-66.61+63.1 X3,1 3.SINGLE DOORS 33 5/8"WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64118- ' LU o 36:/4'.' WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE `- i••••i O SIN;;LFIIQE LITES WITH GLASS TYPES B,C,D ORE FBC. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. LU J LU • • 36$401110• 5.0 -75.0 +71.01-75.01+75.01-75.01+75.01-75.01+75.0 -75.0 4.DESIGN PRESSURES UNDER 40 P.S.F.ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. p O LL T/,BLE 2. DESIGN PRESSURE•;FOR COMBINED DOOR/SIDE LITES ONLY ® 5.EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: y ,� 10 ••APPROVED COfdFK3URATION6!OX,•XO,OXO,XXO,OXX&OXXO • • • EX.A FROM TABLE 1. g p •�'VE•LOWER OPOFOR THE DeVft"R SIDE LITE PREVAILS.) oxo WITH GLASS TYPE A (g LU O H ••REM�FORCEMBN7iIS NOT RERWIRED AT DOOR&SIDE LITE CONNECTION 30'WIDE x 90"HIGH SINGLE DOOR WITH 29"SIDE LITES a 4 Z 447W DESIGN PRESSURE=+67.61-67.8 PSF W 07 = • • •••• GLASS TYPES A,B,C,DORE 0 cA U••••• •••••• HEIGHT EX.BFROMTABLE1. WOXXO WITH GLASS TYPE A a W4(4mfw 1 79 314" •T(6-83 3/4" 87 314" 91314" 80-95 3/4" 68"WIDE x 85"HIGH DOUBLE DOOR WITH 361/2"SIDE LITES N Z LL. o251/2 .6 -$g,G•+t,§.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 47.4 DESIGN PRESSURE=+70.41-70.4 PSF Q N j d 27 1/2' 5A 314" x64.9 -54.9 +51.8 -51.8 +49.0 49.0 +46.5 -46.5 +44.3 -44.3 EX.C FROM TABLE 2. 0 Q Q OXO WITH GLASS TYPE C 291/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 43.8 +41.6 -41.6 30"WIDE x 87 3/4"HIGH SINGLE DOOR WITH 26"SIDE LITES 28 a 31 1/2" 5° 59 3/4" +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 DESIGN PRESSURE=+43.61-43.6 PSF o Ng � 28 331/2" 64 633/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 EX.D FROM TABLE 2. RJR R OXXO WITH GLASS TYPE C X 351/2" 67 314111+38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 63 3/4"WIDE x 80"HIGH DOUBLE DOOR WITH 26"SIDE LITES Li$•. DESIGN PRESSURE=+43,11-43.1 PSF o o 30 37112" g° 71 3/4" +34.0 -34.0 434.01-34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 0 'd O WIDTH GLASS TYPES A,B,C,D OR E 6.FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1,WHICH $z REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE 10 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.01 -75.01+75.0 -75.0 CONNECTION SEE SECTION E-E,SHEET 5 FOR REINFORCEMENT 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 DETAIL. SINGLE 19" +72.4 -72.4 +68.5 -68.5 +65.0 -6&0 +61.9 -61.9 +59.0 -59.0 SIDE LITE 213/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 _Z: y :.Q a K cc 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -44.7 +42.6 -42.6 = `. `n�1=+�0 O 8 361/8" +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +34.4 -34.4 �yos� 36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 '�b 73 1/2"MAX. - 109 1/2"MAX. -- - -143 314"MAX. �{ PRODUCT RENBWSD da 363/4' 36 3!4"_ 36 3/4 _36 314" 36 3/4" I u comp�y��Y�n�h the P--7 r—MAX. MAX. -SEENOTE3 —MAX.;-i_ MAX - �� SEE NOTE 3 ter—MAX - Bu11019-de a?»'7s�� Q Acceptance No 6xp+tat(?•Date t7 49 49 41 Mlm lDa(%ProduclCofk 49 Y 04 95314- W 10 (TM-) o Q 10 160 g !, • 10 ui �••• 'IE •• • E� JE E� JE 4E� E E[ lE JX•• • • 0 0 X 1i 0 X AC . X INACpSEE NOTE 4 SEE NOTE 4 SEE NOTE 4 SEE NOT "k—SEE NOTE 4 LU co •••••• p—.OR XO 00 OXO OXXO 41 0 O ..... .... ...... Z O co) •00:00 •••• •••• 71314"MAX. MAXY _ !- Z • • �li Iii • •••••• 24 9118"MAX. U W U 33 5/8"MAX. • .... •••• MAX. DLO(TYP) O = � Z • • �A� 0000•• A� B DLO(TYPJ (�` Z ZO x- 0:000• • •• •• ••• Q; N F— LL O •• 49 -MSaoc6."•• 49 41 ¢ civ LL T. J J 10 95 3/4" W Q •• TMP. MAX. 843/8" 10 (TYP.) � TDLO YP. 84 MAXx a X. d DLO $• (TMP.) DOOR c 40" DLO HEIGHT :HEIGHT-11318" a DLO WIDTH W DOOR WIDTH-1215/16" o= (TMP')D1 ID Ct �C F r F DLO WIDTH'XX'=DOOR WIDTW2-115/16" L X X AC IINA 1 SIDE LITE NE4. Il DOHEIGHT=HEIGHT-11318 \��` �c!,...... A A--� B� DLO WIDTH =WIDTH-31/8" .`��•.• 2� X XX O h--L� NOTES: - � H o 1.FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. _j; N K F o Z 2.FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3.SIDE LITES OVERLAP'X'AND'XX DOORS BY 3/4"WHEN ASSEMBLED TO MAKE'XO','OX','OXO'XXO,'OXX'AND'OXXO'CONFIGURATIONS. r2o•' Oji: a 4.REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS(SEE APPLICABILITY SHEET 2). '�yly� •...,,,,.••'0��; 1 5.CLEAR OPENING FOR'X'AND'XX'DOORS AS FOLLOWS: ('X'DOORS=WIDTH-5.646) ('XX'DOOR=DOOR WIDTH/2-4.079) \3 PRODUCT 40 comWPins ^ BIIIIdIilg ClldO +'� 7slJ 40 Aceeptanco No 6aPi�6Y1puDM? EXTERIOR INTERIOR Mieml Dad°ProductCa� 10 1 2 60 ® Y 0 37 64 AT HEAD/JAMB OIRtQ 60 65 AT SILUJAMB 0O _ CLEAR-COLORED w — o SEALANT In go XIll INTERIOR ...... ... .. 62 zo • • •••••: H w o ...... ® 63 tq iR ) u- • U ca o .:.... .... Oct) w °C `� ••••• •••• I Is • o rJ Z • • •••fix, • MAX. MAX. SDE 62 O Q w Z •••••• • • • DLO DOOR DLO LITE Q W •••••• • •• • HEIGHT HEIGHT d N U w o • • • • _ •• •••• Is • Q N ? LL Is no $� e n � � hgw SL VIEW G-G ;a 0 30 ------ 61 CORNER ASSEMBLY == Z 12 40 1.489,' �2ul W ^1- 0:Z:i! 13 DOOR SECT.AA SL SECT. B-B =yo z 4'"`J " VERTICAL VERTICAL 4 P�9MA /RODUCT RENEWED X-'XX'WIDTH p com gCodeith�Florid ©rj �O.� Acceptance No { ipn Dela_. 17 Miam Dade P 1 Con 1 • • Y C14 0 I o a �-MAX..-i ..� 40 2 - DLO 'XX'SECT. C-C DLO 31 vi o :0000: 95 36 34 44 HORIZ. 46 45 5 32 ~ . . . —J •• • ••••• • • MAX.'X'WIDTH 20 D • • • • H LL U) ad �O •i ••• W ZO 0 •••:• • •• ••• ••••• a° Q•• ••• OW> F- U Z • • INTERIOR U) U Q • WOZn • ••• (714 LL'.. D- o N MAXd DLO 'X' U- 0: SECT. D-D O EXTERIOR46 21 ••• HORIZ. SPACING,SAME AS n 67 JAMB ANCHOR SPACING r MAX.SL WIDTH ►{ MAX.SL WIDTH— (SEE SHEETS 7,8 AND 8) s= 66 lll4t„1ta��N I I v •.�%d h� MAX. SEE TABLES 1 AND 2 AND DL0'�I o':Q_° 22 NOTES ON SHEETS 1&2 ” m Z 66 62 62 FOR APPLICABILITY J =�u•I SL SECT. E-E SL SECT. F-F - yti• Z :co §a HORIZ. (DOOR W/SIDE LITE) HORIZ. (SINGLE SIDE LITE) ........... � ' F�;�` a ��0`�. ITEM DWG# PGT# DESCRIPTION ITEM DWG# PGT# DESCRIPTION 1 9436 60411 FRAME HEAD 60 920D 69m SIDELITE HEADER 2 1010 6Q300 WSTP.,Q-LON.190X.375 HIGH 61 921D 6921 SIDELITE SILL PRODUCT REWED a c plrin8 with the PI«ids 3 7070 67070K BULB WEATHERSTRIP.187 X.300 HIGH 62 9168 60381 SIDELITE JAMB DulldineCode F Acceptoc"No�—rc�-� 4 955 79M FLUSHBOLT STRIKEPLATE 63 1166 781PQA #8 X 1.000 QUAD PN.SMS gxpte 'OuDalo„ tom,.�y�O(7 5 938 7938X 2 PT.LOCK STRIKEPLATE 64 998 7998 HEAD GASKETS(STOCKING#70998) 6 956 7956A FRAME HEAD STRIKEPLATE BACKING PLATE 65 999 7999 SILL GASKETS STOCKING 970999 h11wJD pt—LCon 7 1 17832Xl2FPXP #8.32 X.500 PH.FL.MS-S.S.W/SILICONE PATCH 66 934A 161641M SIDELITE JAMB ADAPTER 8 995 70995 GASKET BETWEEN THRESHOLD&FRAME JAMB) 67 #12 X 1.000 SHEET METAL SCREW 9 996 70998 GASKET(BETWEEN HEAD&FRAME JAMB) ® 70 712653K SETTIING BLOCK,3/32"X 1/4"X V WIPSA,85+/-5 DURO. N p 10 952A 6533016 FILLER HEAD ADAPTER ® 71 71267K SETTING BLOCK,1/16"X 1/2"X 1"W/PSA,85+l-5 DURO. 11 11000 611000M OUTSWING THRESHOLD 72 4222A 64222 BEAD.7/18" 3 o C) 12 1670 671670 WSTP,.350 RD FOAM FILL T-SLOT(AMSBURY#32011) 73 988 6988 BEAD,3/8" 0 o d 13 11004A 611004M OUTSWING THRESHOLD CHANNEL COVER ® 74 4067B 64087 BEAD,13/16'IG 40 14 11001A 411001A ACETAL SPACER.065(INHOUSE INJECTION MOLDED) ® 90 6DLIRAK14 1/4'DURASEAL IG SPACER 15 1 411002A ACETAL SPACER.095(INHOUSE INJECTION MOLDED) ® 91 BTP248 BULB,THIN(USED IN EXTRUDED BEAD) 16 110031A 411003A ACETAL SPACER.140(INHOUSE INJECTION MOLDED) 92 986 64986 BEAD,INTERIOR •.•. 20 9 80380 • . eME AJAMB(OUTSWING) 83 1224 8TP247 BULB,THICK(USED IN EXTRUDED BEAD),BS+/_1 DURO. J • 21 101 W 300 • 6TP.,Q-LON.190 X.375 HIGH 94 GLAZ94G SILICONE,DOW 899 OR 983 p ••••• 22 680 • RGINFORCEMENT,1.000 X 2.750 X 0.650,6061-T5 95 GLASS,3/8'LAMI-1/8"A..90 PVB,3118"HS •• 23 1140 78X112P X 1.500 PH SQ A TIS —9j7 GLASS,3/8"LAMI-1/8"HS,.90 PVB,3/16"HS 0¢. cl) LL ca 10 • 24 1046 71048 JAMB SCREW COVER CAP 97 GLASS,7/18"LAMI.3/16-A,.90 PVB,3118'HS m 0:090 25 930 17210 KE PLATE INSERT 98 GLASS,7/16'LAMI-3116"HS,.90 PV8.3/18'HS it 0:0 26 114000 710)04PMM•• 10 X.750 PH.FL.SMS ® 99 GLASS,13/18"LAMI IG-3/16"TP,1/4"AIRSPACE,1/8"HS,.90 PVB,3/16"HS Z O ••• • 27 707@•••67070K •..VULB WEATHERSTRIP.187 X.300 HIGH 103 OFF-THE SHELF DEAD BOLT LOCK p Z • 30 9 0910 POOR PANEL,TOP&BOTTOM RAIL 0 U ••••• 31 911 8911 DOOR PANEL,SIDE RAIL p I Z • 32 F17—v-7FRM0 E EXTRUSION Q W LL, t- • ••• 33 l W8 • 71058FP W;o• r0 X.625 PH.FL.SMS 504 N "� L o 34 9 . 0378M • USS CLAMP 380 iL C5 g d • ••• 35 1130 6TRODA• • 5016.18 THREADED ROD 055 +il�� Q N lL 36 980 i990NUTA 16-16 FLANGED HEX NUT 37 9141k••'60379M WEATHERSTRIP CHANNELO OUTSWING THRESHOLD d Q 38 7834FPT #8 X.75 PH.FL TEK 13 CHANNEL COVER 39 997 70997 GASKET(BETWEEN PANEL HEAD/SILL&PANEL STILES) 8063-T6 0 40 1023 679240 WSTP.,.187 X.260 HIGH,FINSEAL 41 928 41720 SLIDE BOLT ASSY.(INACTIVE PANEL ONLY) 42 1145 76X12FPAW #6 X.500 PH FL SMS TYPE BDS $. 43 1212 7P30GG SILL DUST PLUG INACTIVEPNL) a $ 44 963B 6983 DOOR PANEL ASTRAGAL 1(OUTSWING) 45 984B 8984 DOOR PANEL ASTRAGAL 2(OUTSWING) �-2.750---1 46 1213 6Q200K WSTP.,Q-LON.190 X.200 HIGH 47 929 74UBLOK LOCK SUPPORT ASSY.(41707&41708) �� 48 1139 7634F #6 X.750 PR FL.SMS E1.000 ```��` 49 982 PD2PTAY 2 PT.LOCK ASSY. -A �Jj Q ,.•'. 50 6R180FS RUBBER SLEEVE •850-1 _J;' {,�Q•, >;W 51 930 41721 STRIKE PL.INSERT(INACTIVE PANEL) 125 = m o ---o E';Q=per, 52 931 7FRSPX DEADBOLT STRIKE PLATE 22 TUBE MULL _z i An �° p 53 1118 710X34PFA #10 X.750 PH FL.SMS 6083-T5 ": \Z w ST 957 170957X HANDLE STRIKE PLATE —9,5-1118 710X34PFA #10X.750 PH FL.SMS %,�5W•• .• �Q\�: d -- DucT RENEWED 1.750 1.750 1.750 1.750 f PRo - _. 1.820 B ilding Dd with the Florida 050- Accei�Codo 1.480 Expil a No GxpUaliQrt abs .250 Mia Dade ProductCon 4.726 4.726 4.726 3.7 WEATHER 4'626 .062 - 050 STRIP CHANNEL C4 0 062 _ 3.000 6063-T5 4.000 4.100 .062 4.100 .062 4.675 4 4.675 0L .375 O 0 Q 4.1000 FX01 Lh E@ � - o 2Q DOOR FRAME, 2.125 ,125 0 W g o • • �•� •• • •• JAMB •••••• ��QQQQ�j� • • •• 8063-T6 J ••••••$Q TOIL& OM RAIL• SIIDE RAIL DOOR PANEL DOOR PANEL I • 8063-T5 6063-T544 INTERIOR ASTRAGAL 4rj EXTERIOR ASTRAGAL 32 HINGE fq LL • •••••• 6063-T5 8063-T5 6063-T5 06 O 0 0 0 0 0000 00 so1.500 ••••• •►3�•$-3.111 +• L125 1 [.-.558 -.525 -"{ .890 a ••• • I 1 .750 .683 .050 Am z • • • 5�0 • 1.400 •••• ••I � T.( 50 .172 ® fnZIQ Z Z • +�• • 05a • • TRUSS CLAMP 318"GLAZING BEAD 7116"GLAZING BEAD g 000 .683 050 O w •:••a r 1b FNIILER 3T8HEAD•A104leR 44 6063-T5 73 6083-T5 72 6063-T5 c" ? LY- o • • • • a- 3.100 1.092 1.092 F+- a N •••• O WQ IG GLAZING BEAD 1.479 62 SL JAMB 74 6063-T5 O 6063-T6 n t 1.2172 1.479 J -�I .830 .. I 050 4 -1 Yx�5.459 .075 5.212c OFRAME HEAD 6 c= 1 6063-T8 .075 4.586 ° L2.980 ``\tUuiurirrr� .05079 1.489 .750 .050 RA Ul .489 _� 3.100- �{ - z sW o:Z_lm 3.000 SL JAMB J',v c b�N 4'•n =a O OUTSWING THRESHOLD 6 SL HEADER O SL SILL 66 ADAPTER y'•. z co- 6063-T6 o; 11 60 61 6063-T6 yo`•. S �/ d 6063-T6 8083-TB 6083-T6 ��/,y��.•,...,..•,�Ot�\\`. HEAD HEAD HEAD HEAD HEAD ZONE C"_ ZONE D' ZONE-D'_1 ZONE E' ZONE'U'--t ZONE E'I PRODUC7•REIVBNED as complying with the Halide Bulldlag(ode ,2-O5l lo.02. Acceptmtce No ® B,gpire(griDae �7 x=MINIMUM JAMB ANCHOR By LOCATION. Miami Dada Product Contoot z X z z xx ui z S O z z XO OR OX z -=ADDITIONAL JAMB N N N N N p N ANCHOR LOCATION, m to co m m m� m m EQUALLY SPACED AS p U d� REQUIRED PER TABLES O Q 3-7 ON SHEET 9. tq !! CD a e • cA o r SILL••• • II SILL SILL II I SILL SILL SILL w o r • • s Tam —t t— 4 O w z F0 LL ZONE"C" , , , ZONE"D" ZONE"D" ® ZONE"E" ZONE"D" ZONE"E" _ • SEE TABLE 3..SHT.9 •••••• SEE TABLE 4.,SHT.9 SEE TABLE 5„SHIT.9 SEE TABLE 8.,SHT.9 Z O 06 O • 00 •;QNE H6V• ZEAD•••• HEAD HEAD HEADHEAD HEAD ZONE ZONE-} HEAD HEAD ZONE EXAMPLE U) Q 0 •• � R �SONE•"F"� �•�••• rZONE D"ZONE"F"� cz "E. r "E" f ZONE-F---[ -F-1 „E” �f ANCHORAGE SOLUTION w O O v) ••♦ •••• • •• -.,E'- •,,,,• •, •,• FOR A CONCRETE ¢ w z = z OXXO INSTALLATION 5 J q w • w • • A.19"x 83 3/4"SIDE LITES"B"AND ad N ILL E° +•• + a ED "E'ZONE ANCHORS FROM D_ 0 2 � eM • ' w • w w w w TABLE 7,SHEET 9. Q C3 U QO ••• ,IJJIV• • N• N XXO OR OXX N N OXXO J m N PLUS; Q m� to g B.71314"x 83 3/4"XX DOOR ZONE n "F°ANCHORS FROM TABLE 4, 14 a SHEET 9,EACH"F"ZONE. 9„ n SEE ENCIRCLED VALUES,SHEET 9 SOLUTION: HIS � TOTALS(4)TYPE 1 OR 2 ANCHORS c i SILL ZONE"F" SILL SILL ILL ILL EACH JAMB AND 2+5+5+2=(14) SILL A �ZONE'D'SILL SILL j I SILL SILL ZONE ZONE ZONE ZONE ZONE"F" ZOZONE TYPE 1 SI 2 ANCHORS AT HEAD ZONE"F" NE"F" SEE TABLE 7.,SHT.9 "E" SEE TABLE 7.,SHT.9 °E" A E" SEE TABLE 7,SHT.9 "E° AND AT SILL. EXAMPLE OF ANCHORAGE FORA 71 314"x 83 314"XX'DOOR, =ANCHOR LOCATION FOR ��` ••....... /cv NOTES: WITH 19"x 83 3/4"SIDE LITES(SEE SOLUTION AT RIGHT EXAMPLE ABOVE ® h A. �_ '•,'i'= ,y �T:• N 1.APPROVED ANCHOR TYPES ARE: 1.1/4"ELCO TAPCONS 2.1/4"ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3.412 SCREWS w � w 0.Z-:Ia 2-ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS(3"MIN.O.C.FOR CONCRETEr SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. y: z a":�O _ JAMBS(ALL):13 1/4"MAX.FROM CORNERS AND 23 118"MAX.O.C. gyp'•, HEAD&SILL OF DOORS:8"MAX.FROM CORNERS,9"MAX.FROM ASTRAGAL CENTERS AND 20 7/8"MAX.O.C. y1 �ry� 3.TO DETERMINE ANCHOR QUANTITIES FIND HE CONFIGURATION ABOVE HEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. �i�� X11111 P�O��`` TABLE 3.X DOORS Q TABLE 4.XX DOORS ® TABLE 6.0 SIDE LITE A TABLE 6.XO&OX ® TABLE 7.OXO,XXO,OXX APPROVED ANCHOR TYPES: (ALSO X DOOR OF XO&OX) &OXXO ® 1.1/4'ELCO TAPCONS PRODUCr RBM%VBD GLASS TYPES A.B.C.D,E GLASS TYPES A.B,C.D,E GLASS TYPES A,B,C,D,E GLASS TYPES A.B,C,D.E GLASS TYPES A,B.C.D.E as complying wilh We Florida e n�, ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE 2.1/4" Building Cade ELCO SS4 CRETE-FLEX AcceptenceNl 1�' (0. 8 Sl18STRATE 2,3,W 2.000 1, CONC A SUBSTRATE 2,3,WOOD 1,2,CONIC2.C &SUBSTRATE 2,3,WOOD 1,2,CONC 8 SUBSTRATE 2,3,WOOD 1. CONIC d:SUBSTRATE 2,3,WOOD 1,2.CONC Bxpi-ion Dato f J MASONRY ANCHORS DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES ByF(r.'.� "X'-25.50 2 ",W-47.75a "0'-10.7 "X-25.50 "r-25.50 3.#12 SCREWS(G5) Mi i Dade Produet cone 1 TO 37.50 TO 71.75 TO 38.7 TO 37.50 TO 37. L IL t W 62L;2 o w 4.ENCIRCLED ANCHOR fu w QUANTITIES IN TABLES 4 04 p m A m �-' < O 717.76 ro m AND 7 PERTAIN TO THE mge uo u� a a m m m 8 m mq' m m m EXAMPLE ANCHORAGE g_ U 7C a w< v� w LITE �` LITE g (r7 O UJ Q. r r O= =O= a SIDE ' ' a SIDE SOLUTION ON SHEET 8. O V Q wroT1l x Hr. X x '3 x x x 3 WIDTH x HT. a ' a' wlonl x Hr, o 6 o o WIDTH x HT. o o x x o o x x WIDTH x HT. O Li X o o 34 �O W " Lb 26.60 x 79.76 6 2 7 14121 3 47.75 x 79.7 4 3 6 4 2 3 10.75 x 79.7 4 1 4 1 10.75 x 79.7 4 2 4 2 10.75 x 79.75 4 2 4 2 m O 83.7 5 2 47 aR 9 83.7 5 4 7 4 2 3 83.75 4 1 4 i 63.7 4 2 4 2 83.75 4 2 4 2 F W O • 87. 5 2 •7• a2 3 • Y7.7 5 4 7 4 2 3 87.75 4 1 4 1 87.7 4 2 W 4 2 87.75 4 2 p 4 2 0 W W ••V.35 5 2 7 4 2 3 •••91. 6 4 7 4 2 3 91.75 4 1 4 1 91.75 4 2 4 2 91.7 4 2 4 2 Z J �_ ���§ffff W 95.76 6 2 474 4 2 3 95.7 5 4 7 4 2 3 95.75 4 1 4 1 95.75 4 2 � 4 2 95.76 4 2 4 2 0}. N p O 27.f0 x 79.75 5 2 7 4 2 3 51.75«79. 5 4 7 4 2 3 12.75 x 79.75 4 2 4 2 12.75 x 79.7 4 2 IQ 4 2 IQ 12.75 x 79.75 4 2 4 2 H p uj Ly •• 83.75 5 2 7 4 2 3 ••• 6 4 7 4 2 3 63.75 4 2 4 2 83.7 4 2 'P 4 2 f 83.76 4 2 4 2 O •!S O •••491.f 5 2 7 'I 2 3 •••• 5 4 7 4 2 3 87.75 4 2 4 2 87.7 4 2 m 4 2 m 67.7 4 2 a 4 2 Q Q J 0 O ••••91 6 2 •A 2 6 •••p1. 5 4 7 4 2 3 91.75 4 2 4 2 91.75'4 2 15 4 2 F 91.75 4 2 4 2 C7 Q 8 2 5 7 8 4 7 4 3 5 96.75 4 2 4 2 95.75;4 2 4 2 95.76 4 2 4 2 Ll 21.60 x 79. 5 5 2 48 4 3 5�7�jl�>:TS 5 q 7 4 2 3 19.00 x 79.75 4 2 4 2 19.00 x 79.7 4 3 LL 4 2 19.00 x 79.75 4 3 LL w W Z ••••w.95_6 2 6 4 2 3 83.7 5 4 7 4 2 3 83.75 4 2 4 2 83.7 4 3 t3 4 2 83.7 4 3 O 4 2 W 0 j Z • 87.7 6 2 8 4 2 5 •• 5 4 7 4 2 3 87.75 4 2 4 2 87.7 4 3 4 2 67.75 4 3 I 4 2 Q d LL1 •�••y1.1 8 2 8 4142 S. 444%. 6 4 7 4 3 5 91.75 4 2 4 2 91.7 4 3 4 2 Q 91.75 4 3 = • 95.7 8 2 5 • ii7 6 4 8 4 3 5 96.75 4 2 4 2 95.75 4 3 � 4 2 06.76 4 3 V 4 2 V 34. �7�j5 5 2 3 .7j x 79. t65 8 4 2 3 21.75 x 79.75 4 2 4 2 21.75 x 79.7 4 '3 0 4 2 0 21.75 x 79.75 4 3 4 2 y� Q (V U LL 03.75 8 2 48 5 83.7 8 4 2 3 83.75 4 2 4 2 83.757 3 t6i 4 2 1 83.75 4 3 tQ 4 2 tQ Q Q 87.75 6 2 8 4 2 5 87.7 8 4 3 6 87.7 4 2 4 2 87.7 4 3 w 4 2 w 87.75 4 3 d 4 2 i 91.7 8 2 6 4 2 b 91.7 8 4 3 5 81.75 5 2 4 2 91.75 5 3 � 4 2 7 91.75 5 3 0 4 2 0 n 96.7 7 2 10 4 2 5 95.75 8 4 3 5 95.75 5 2 4 2 95.76 5 3 m4 2 w95.7 5 3 144 2 -433.50 x 79.7 6 3 8 4 3 3 63.75 x 79.75 8 4 2 3 27.75 x 79.75 5 2 4 2 27.75 x 79.7 5 3 y 4 2 N 27.75 x 79.7 5 3 m 4 r� 83.75 6 3 8 14131 5 83.75 6 5 8 4 3 5 83.75 6 2 4 2 83.7 5 3 0 4 2 0 83.7 87.76 6 3 8 4 3 5 87.75 6 6 8 4 3 6 87.7 6 2 4 2 87.76 6 3 4 2 1 87.7 6 3 0 4 2 0 ffi 91.7 7 3 10 4 3 5 91.7 6 6 8 4 3 5 91.75 6 2 4 2 91.75 6 3 4 3 w 91.7 8 3 4 3 � o 95.7 7 3 10 4131 5 95.7 7 6 10 4 3 5 95.75 6 2 4 2 95.75 6 3 < 4 3 M 95.7 6 3 W 4 3 o f 35.50 x 79.7 6 3 8 4131 5 87.75 x 79.75 6 5 8 4 3 6 36.13 x 79.75 6 3 4 3 36.13 x 79.76 6 4 r 4 3 1 36.13 x 79.7 6 4 F 4 3 F FF 83.7 6 3 8 4131 5 83.75 8 5 8 4 3 5 83.75 6 3 4 3 83.7 8 4 9 4 3 83.75 6 4 6 4 3 a Il l I II 87.7 6 3 8 4 3 6 87.75 6 5 8 4 3 b 87.7 7 3 4 3 87.7 7 5 LL 4 3 LL 87.75 7 5 d 4 3 91.75 7 3 10 4 3 5 91.75 7 8 10141 3 5 91.7 7 3 4 3 91.7 7 6 0 4 3 p 91.7 7 6 rc 4 3 a ��� ,. 95.7 7 3 10 4 3 5 95.7 7 6 10 4 3 5 95.75 7 3 4 3 95.7 7 5 V 4 3 V 95.75 7 5 2 4 3 = �-; '�� W 37.50 x 79.7 8 3 8 4 3 5 71.75 x 79.7 6 5 8 4 3 6 38.75 x 79.75 6M3436.75x79.75 84 4 3 Q 38.75 x 78.76 6 4 ia83.76 6 3 8 4 3 6 83.7 8 5 9 4 3 5 83.75 6 83.7 6 4 4 3 63.75 6 4 4 3 W - ;87.75 7 3 10 4 3 5 87.75 6 5 9 4 3 5 87.75 7 87.7 7 5 4 3 87.757 5 4 3 ;>';V Z ��81.75 7 3 10 4 3 5 91.75 7 8 10 4 3 5 91.7 7 91.7 7 5 4 3 91.7 7 5 �95"7 7 3 10 4 3 595.75 7 6 10 4 3 5 95.7 7 95.7 7 5 4 3 95.75 7 5 q 3 �i 'S' Nb......... /���illllllll�`` 2X WOOD 1 3/4" 13/4. 2X WOOD 13/4- BUCK,NOTE 2 3.4 KSI MIN.CONC. 1—WNE,67 MINE.E.-I BUCK,NOTE 2 3.4 KSI MIN.CONC. 66IN•E Q.,_ 1 314'MIN.E.D. 1 X WOOD BUCK,NOTE 2 4. 1 r PRODucrRENRWED 1X WOOD TYPE i 1318"TYPE I as wmplying-fib thl F10TWO 1314"TYPE 2 Building Code 1 W4'TYPE 2 BUCK,NOTE b7 b7 1318"MIN, Accepimm M 02 MIN. Owimtioil DO' 2 1 3/8" 114"MAX. By 1/4"MAX. SHIM 1/4*MAX. 1/4"MAX. SHIM mi�aa Dude Pio&ct Contrdl WOOD EXT. SHIM SHIM EXT. ANCHOR CONC. EXT. WOOD EXT. -CONC. TYPE 2 OR 3, ANCHOR, ANCHOR ANCHOR, NOTE I 1 1/4-TYPE 1 OR 2(CMU) NOTE 1 NOTE I TYPE 2 OR 3, �: 0 NOTE 1 DOOR HEAD(WOOD) POOR HEAD (CONC) 1 3/8"TYPE I(CONC) 0 4 13/8" 1314-TYPE 2(CONC) SIDE LITE HEAD(WOOD) SIDE LITE HEAD(CONC) i/4'MAX.SHIM MIN. 1 1/4'TYPE I OR 2(CMU) SHIM M HI 0 SH _T 1/4*MAX.S 1/4"MAX. 13/8'TYPE I(CONC) .- 4 3/4-MIN.E.D. i 3/8"MIN, 1 314-TYPE 2(CONC) LU WOODIAX 1, CONC. SHIM ADCA MIN.E.D. Zi ON M COAC ANCHOR, LLI C) U) STq3lpp ANCHOR NOTE 1 1.5 KSI MIN.CMU OR LL CEAfRS, \-WOOD TYPE STAGGER•ED 1" 3.4 KSI MIN.CONIC. 0 ANCHOR, CE 314"MIN.E.D. N 13/4'MIN.E.D. TYPE Lu 2 OR 3, Z 0 U) 2X W% 6�1 XVOCID BUCK, 2x EXT.. NOTE WOOD] BUCK, EXT. MIN CMU OR z K.WT NOTE 3.4 KSI MIN* BUCK,NOTE 2 IX WOOD BUCK,NOTE 2 EXT. W 01 �- 0 • SIDE LITE JAMB(WOOD) SIDE LITE JAMB(CONC) Lu LLJ ,"Mf JAMB*!NOOD) hPOR JAMB CONIC CONC' 0 •00 •00:000 WOOD ANCHOR TYPE 2 C.ANCHOR, Z Lu W6010ANCOOR,TYPE 2 OR 3 NOTE I CONC.ANCHOR,NOTE I NOTEl - I & C'4 TE 0 00 1XWOOD EXT. 0 0 a EXT. BUCK,NOTE 2 CL 0• OEXT NOTE3 < 04 0MAX. "MAX. 1/4"MAX. z zi SHIM A,,--n to< • 11 -7-01 AZ114.MAX 9 0 /11" SHIM SHIM 1318* IN. 13/8"TYPE I • 1 "TYPE AIN 34 L:-!' 318*TYPE 1 ....L 2 1314 3.4 KSI MI 0 3.4 KSI MIN.CONC. CONC. 3/4*TYPE 2 2X WOOD BUCK,NOTE 2 —Lift E.D. Z'j 2X WOOD BUCK NOTE 1- 13/4' 6 DOOR SILL(WOOD) DOOR SILL(CONC) MIN.E.D. SIDE LITE SILL(WOOD) NOTES: SIDE LITE SILL(CONC) 1.FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4"TAPCONS EMBEDDED 13/8'MIN.(TYPE 1)OR 1/4'SS4 CRETE-FLEX EMBEDDED 1314'MIN.(TYPE 2). THE MINIMUM DISTANCE FROM.CENTER OF ANCHOR TO CONCRETE EDGE IS 13/4'. FOR WOOD INSTALLATIONS USE . ........ #12 SCREWS,G6(TYPE 3)OR ELCO 1/4'SS4 CRETE-FLEX ANCHORS EMBEDDED 13/8'MIN.(TYPE 2). 2.WOOD BUCKS DEPICTED AS Ix ARE LESS THAN I 1/2"THICK. Ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS 4 DEPICTED AS 2x ARE 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION(AHJ). = r '01 z-z :1 3.IF SILL Is TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NON-SHRINK,NON-METALLIC GROUT(3400 PSI MIN.),(DONE BY OTHERS) 0 Z: MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS cz uj WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. __j En JUN filmVNIND10 v2.1.0.5' oad Design (Method 2) per ASCE 7-10 Analysis by:C# F4 /47 tt MWompany Name: (^,F 17-6#4111 Description: t*QLe .i User Input Data Calculated Parameters Structure Type Building Importance Factor 1 _ Basic Wind Speed M 175 mph _ Struc Category(1, 11, III,or IV) 11 Table 6-2 Values ExposureB,C,or D) C _Al ha 1 9.500 Struc Nat Frequency n1) 1 Hz zg 1 900.000 Slope of Roof 4.5 :12 Slope of Roof(Theta) 20.6 De Type of Roof Monoslope Kd(Directonality Factor) 0.85 Eave Height(Eht) 21.00 ft Ridc,�e HeiqML H� _ 23.00 ft Mean Roof Height Ht 22.00 ft Width Perp.To Wind Dir B 1_7.00 ft At= 0.105 Width Paral.To Wind Dir L 31.00 Ift Bt= 1.000 Bm= 0.650 _ ffHeightILeast alculated Parameters Cc= _ 0.200 _ T of Structure 1=_ _5_00.00 ft __ orizontal Dim 1.29 E silon = 0.200re No Zmin= 15.00 Gust Factor Ca I: Rigid Structures-Simplified Method IIZM ust1 For rigid structures(Nat Fr > 1 Hz use 0.85 0. Gust Factor Ca II: Rigid Structures-Complete Analysis mZmin 1 .0 _ Cc* 33/z"0.167 0.f2 Lzm 1*zm/33 ^Epsilon JP27. Q 1/ 1+0.63* Min(B,L)+Ht/Lzm ^0.63 ^0.5 Gust2 0.925* 1+1.7*Izm*3.4*Q/ 1+1.7*3.4*Izm 0.8918 Gust Factor Summary G I Since this is not a flexible structure the lessor of Gust1 or Gust2 are used If 0.851 1 Fin 6-5 Internal Pressure Coefficients for Buildin s i Condition Gepi Max+ Max- Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 IEncWLsed.aui i s . .. 0.18 -0.18 Enclosed uildr 0.18 -0.18 .. . . . . . . . .. . . DevelopedMeca Ent ••• Lopyrilht0006 ••• • Charles C. Mitchell Page No.1 of 4 by erprises,.lnc. • • 8/8/2014 WIND10 v2.1.0.5 Detailed Wind Load Design (Method 2) per ASCE 7-10 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights Elev Kz Kzt qz Pressure Ib/ft^2 Windward Wall* 0 Ib/ft^2 +GC i i -GCpi _23_ 0.93 1.00 61.90 31.05 1 53.13 22 0.92 1.00 61.32 30.66 52.74 21 1 0.91 1 1.00 60.72 1 30.25 52.33 20 0.90 1 1.00 60.10 29.83 51.91 15 1 10.85 1 1.00 56.57 1 27.43 49.50 Fi u 6-6 - External Pressure Coefficients C Lows n Main Wind-Force Resisfi ems(Method 2) et B h z L L Variable ula Value Units Kh 2.01* Ht/z "(2/AI ha) 0.92 Kht Topographic factor(Fig 6-4 1.00 _ Qh .00256* "2*1*Kh*Kht*Kd 61.32 Psf Khcc Comp&Clad:Table 6-3 Case 1 0.92 Qhcc .00256*V"2*1*Khcc*Kht*Kd PSf Wall Pressure Coefficients,C Surface C Windward Wall See Figure 6.5.12.2.1 for Pressures 0.8 Roof Pressure Coefficients,C Roof Area . ft. Reduction Factor 1 1.00 Calculations for Wind Normal to 17 ft Face CP Pressure(psf) •• ••• • • • • • •• +GV i -GCpi Leeward Walls(Wird Dir1,1&n-Tal ja f 7 ffwall) -0.34 -28.51 -6.44 Leeward Walls•(Wird dip;Jorprtal to 81*wall) -0.50 -37.10 -15.02 Side Walls -0.70 -47.52 -25.45 Roof-Wind Normal tRide heta>=10 -for Wind Normal to 17 ft face Windward:-Min VP ;•• ; ; ; ; ; ; -0.51 -37.56 -1f48 Windward-PoIaxrp• • ; ; ; • •. : : -0.05 -13.77 30 DevelopedMeca Ent ••Inc:Copy;g• • ••• • Charles C. Mitchell Page N0.2 Of 4 by erprises ono, ht 2006 • • 8/8/2014 WIND10 v2.1.0.5 Detailed Wind Load Design (Method 2) per ASCE 7-10 Leeward Normal to Ridge -0.60 -42.31 -20.24 Overhang Top(Windward) -0.51 -26.52 -26.52 Overhang Top(Leeward) -0.60 -31.27 -31.27 Overhang Bottom(Applicable on Windward on 0.80 41.29 41.29 Roof-Wind Parallel to Ride All Theta -for Wind Normal to 31 ft face Dist from Windward Edge:0 ft to 44 ft-Max Cp -0.18 -20.42 1.66 Dist from Windward Edge:0 ft to 11 ft-Min Cp -1.30 -78.80 -56.72 Dist from Windward Edge: 11 ft to 22 ft-Min Cp -0.70 -47.52 -25.45 Dist from Windward Edge:22 ft to 17 ft-Min C -0.70 -47.52 -25.45 *Horizontal distance from windward edge Fissure 6-10 - External Pressure Coefficients, GCpf Loads on Main Wind-Force Resisting Systems w/Ht<=60 ft Kh= 2.01*(Ht/zg)^(2/Alpha) = 0.92 Kht= Topographic factor(Fig 6-2) = 1.00 Qh= 0.00256*(V)^2*lmpFac*Kh*Kht*Kd = 61.32 Theta= Angle of Roof = 20.6 Deg ?a Transverse Direction I_cngitudinal DireeJan To.-i-s-ional lJoad (Cases Wind Pressures on Main Wind Force Res 'rig System Surface GCpf +GCpf -GCpf qh Min P Max P 1 0.53 0.18_ -0.18 61.3_2 21.57 43.6_5 2 -0.64 0.18 -0.18 61.32 -50.04 -27.96 3 -0.48 0.18 -0.18 _61.32 -40.29 -18.21 4 -0.430 4 111.18•• •r0:18.• 61.32 -37.18 -15.11 __D-VB:-- !.._:0+18 • _61.3_2 -38.63_ -16.56 6 ;Q X45. 0.7re •.• :0. 8.. 61.32- -38.63 - _--16.56 1 E_ 0.79 0.18 -0.18 61.32 37.61 59.69_ 2E -0.99 0.18 -0.18_ 61.32 -71.72_ -49.64 3E •.0. b.18 • -0.18: •61.32 -52.76 -3_0.6_8 4E -.0.61 •0.18• •61.32 1 -49.69 -27.62 DevelopedMeca Enf •• • • • • ••• • • by erprise�,Tnc.Copy�gh�.006 • • Charles C. Mitchell Page No.3 of 4 • • • • • • • • • • 8/8/2014 WINDIO v2.1.0.5 Detailed Wind Load Design (Method 2) per ASCE 7-10 p=qh (GCpf-GCpi) Figure 6-14 - External Pressure Coefficients, GCP Loads on Components and Cladding for Buildings w/Ht<=60 ft for Monoslope Roofs 2a 4al 3 2' i a 2 2 1 Theta Ht 31 21 a w a= 1.7 3.00 ft Component Width Span Area Zone GC p Wind Press(IbtftA2) (ft) (ft) (ftA2) Max 1 Min Max Min rvx),y of 20,01 0.95 1 -1.05 69.10 -75.23 7 0,00 11.0,1 01 0 0 0,00 0 00 0.100 Note: Enter Zone 1,2,2',3,3'(See sketch),4&5(Wall Zones calculated per Fig 6-11A) Use I H,2H,and 3H for Roof Overhangs(Per Fig 6-14A) 000 000 0:6 0 000 00 000 : 0.: : : :0 • 000 000 000 Developed by Meca EnterprisA;I*ncl *40;6 C - Page No.4 of 4 ." ... hjdes C. Mitchell MIAMI•DADE ML"11—DARE COUNTY,FLORIDA MIN PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT AND REGULATORY 11805 SW 26 Strcet,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov development/ PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued tinder the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County PERA— 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. PERA 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"FD-101"Outswing Aluminum French Door w/wo Sidelites--L.M.I. APPROVAL DOCUMENT: Drawing No. 11005-1, titled Series "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture, signed and seated by Lynn Miller, P. E., beitrring the Miami—Dade County Product Control Section renewal 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 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami Dade County Product Control Approved", unless otherwise 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 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^e'i1hVtSe4tivAy. : : ." INSPECTION: A copy•et this eptiie-t-)A-o ttalt ye provided to the user by the manufacturer or its distributors and shall be a1dilaillb'forlilspectioli.At the job site at the request of the Building Official. This NOA revises and renews NOA No. 11-1013.22 and consists of this page I and evidence pages E-1 and E-2,as well as approval-documgnt rnpjioneftoy e. The submitted documentpoon,vat r ftNVN ctby JbiO4):Gascon,P.E. .•• •• NOA No.12-0516.02 MIAMI-DADECQExpiration Date: October 18,2017 Approval Date: August 30 ... � .. pp 2012 g , • • ��'r` �' Page 1 . . . r . . . ... . . ... . . PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 11005-1, titled Series "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture,signed and sealed by Lynn Miller, P. E. B. TESTS 1. Test reports on: 1)Uniform Static Air 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 along with marked-up drawings and installation diagram of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6864,dated 04/02/12, signed and sealed by Marlin D.Brinson, 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 2411.3.2.1, and TAS 202--94 along with marked-up drawings and installation diagram of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL-5212, dated 05/05/07,signed and sealed by Carlos S.Rionda,P. E. (Submitted under previous NOA No. 07-0629.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007 and FBC 2010,prepared by manufacture, dated 10/11/11, signed and sealed by Lynn Miller,P. E. (Subrnitted under previous NOA No. 07-0629.10) 2. Glazing complies with ASTM E1300--02/04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. 2. Notice of Ac;eptgnge Poi 11•-Q25,05 issued to Solutia,Inc.for their"Saflex and Vanceva Clear atd'cdldr I»terlayers"dated 05/05/11, expiring on 05/21/16. . •• • • • • :0: .• . • ••• Jainte D.Gascon .E. • ••• Product Control Section Supervisor .. . . . . . . . .. . . • •• NOA No. 12-0516.02 Expiration Date: October 18,2017 ... . . . . ... . Approval Date: August 30,2012 . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and complying with FBC-2010, issued by manufacture,dated 05/14/12, signed and sealed by Lynn Miller,P.E. 2. Statement letter of no financial interest, issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller,P. E. 3. Laboratory compliance letter for Test Report No. YFL--6864, issued by Fenestration Testing Laboratory, Inc. dated 04/02/12, signed and sealed by Marlin D. Brinson,P. E. 4. Proposal issued by Product Control,dated 02/15/12,signed by Jaime D. Gascon, P. E. 5. Laboratory compliance letter for Test Report No. FTL-5212, issued by Fenestration Testing Laboratory,Inc. dated 05/05/07, signed and sealed by Carlos S.Rionda,P.E. (Submitted under previous NOA No. 07-0629.10) G. OTHERS 1. Notice of Acceptance No. 11-1013.22, issued to PGT Industries, for their Series "FD-101 Outswing Aluminum French Door w/ wo Sidelites —L.M.I.", approved on 11/23/11 and expiring on 10/18/12. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . . . . . . . . . . ... Jaime D.Gascon,P. C. .. . . . . . . . .. . . • •• Product Control Section Supervisor • 000 • NOA No. 12-0516.02 Expiration Date: October 18,2017 ••• "' Approval Date: August 30,2012 ... . . .. .. . . . .. .. ... . . . ... . . NOTES: OUTSWING IMPACT FRENCH DOOR(S)AND SIDE LITER R, ply' "id'.uo uca"Wr�Is�����rnoRoridf - 1.GLAZING OPTIONS: 8.1141 Cot�io 1'c�—� /6 A.318'LAMI NOM.(.402" CONSISTING OF(1)LITE OF 118"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM gMplroliegtoau 17 PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. --�� B.3/8"LAMI NOM.(.402")CONSISTING OF(1)LITE OF 1/8'HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE a optoduot Coffin MAXIMUM PLUS(1)LITE OF 3/16-HEAT STRENGTHENED GLASS. C.7/16"LAMI NOM.(.465")CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DU PONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS(1)LITE OF 3/16'HEAT STRENGTHENED GLASS. D.7/16"LAMI NOM.(.485')CONSISTING OF(1)LITE OF 3/16"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE N p MAXIMUM PLUS(1)LITE OF 3116"HEAT STRENGTHENED GLASS. Y ®E.13/16"LAMI IG NOM.(.8401 CONSISTING OF(1)LITE OF 3/16"TEMPERED GLASS,1/4"AIRSPACE,(1)LITE OF 1/8'HEAT STRENGTHENED GLASS PLUS AN.090 PVB NOA DRAWING MAP v INTERLAYER OF DUPONT BUTACITE PLUS(1)LITE OF 3116"HEAT STRENGTHENED GLASS. TOPIC SHEET O Q 2.DESIGN PRESWRES:•SEE TABLES 1 AND 2 ON SHEET 2. v7 d A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.04. GENERAL NOTES............ 1 40 � ®B.POSITIVE DESIQN LOADS BA*DJlAfjATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-04. CONFIGURATIONS...........1 W p 3!GWt,URATIONS:X_,OpXX,XO,Pi(,X"WO OXO,AND OXXO. GLAZING DETAILS...........1 4.ANCHORAGE:THE•dS 11STRESS INCRF•ASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL DESIGN PRESSURES......2 •S THAT DOME IRTO COt�`ifAGT WITH OTHER DISSIMILAR MATERIALS,SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.FOR ANCHORAGE ELEVATIONS.................... 3 LU r • VERT.SECTIONS.............4 W REQUIREMENTS SEE SHEETS 8 THRMSA 10. d F- J W p HORIZ.SECTIONS........... b w O 5.5 RS ARE NST f IlU1RED. •• •• Q u— �. LA T:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. PARTS LIST...................... B � O {— to 7.4tEF@RENCES:•••• •••••• EXTRUSIONS................... 6,7 (n D- LU ad 10 AjF•$PXPORTS FTIr44,5212&696�;GUCO ULTRACON NOA:11.0406.01,12-0126.09;ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-2005 ALUMINUM ANCHORAGE....................8-10 U3 of 0 W DESIGN MANUAL. • • • Z_ !.� lt,JCDUCT MA%ttEN DESIGNM%•ESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY Lu 0 • I NE 20NEEFIVHZ). •••••• GLASS ABBREVIATIONS W H _ Z 9.CONFIGURATIO S CH CONT/jl� ;R f LITE TO DOOR CONNECTION: AN.=ANNEALED •'� OWER ESI PRESSURE FROM TABLE 1.OR 2.PREVAILS. HS.=HEAT-STRENGTHENED p W 0 Z B•FULL LENGTH Rcll1PORCEMEIL (ITI!IA&2 SHOWN IN SECTION E-E,SHEET 5),IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TP.=TEMPERED Q Z Z of •�ff f.•l.,SHT.2."F•FJt TO TABL ,SHT•2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. N Q LL o lo * 1 0, 93 93 ® 91 °d N Lu 5 u- 30 C3: 30 90 ® N C7 3) 73 LA 1/2"GLASS BITE x� 1/2'GLASS BITE 74 1l2'GLASS BITE EXTERIOR EXTERIOR EXTERIORp 'g ``I 94 a 9�F a 94 S a 118"AN.OR 3/16"AN.OR _ 1/4"AIRSPACE 3/16"HS. HS.GLASS .HSGLASS 3/18°HS. 3116".HS. GLASS 090 PVB INTERLAYER GLASS .090'PVB INTERLAYER GLASS 3/16"TP.GLASS (DUPONTUTACITEOR �� * ,,, (DUPONT BUTACITE OR 1/8"HS.GLASS N� . \ SAFLEX/KEEPSAFE SAFLEX/KEEPSAFE .090 PVB INTERLAYER .� MAXIMUM) MAXIMUM) (DUPONT BUTACITE) y` ' '��'�;d o: 3/8'NOM. 7/18"NOM. 13116"NOM. g;'ta 0 3���Wi o;J=_w g GLASS STACK GLASS STACK STACK = w N ' o;Z_z 4r 0:Zz 3/8"LAMI NOM. * 7/16"LAMI NOM. 13/16" LAMI IG NOM. �2oy' Zc`''`as GLAZING OPTION A OR B,NOTE 1 GLAZING OPTION C OR D, NOTE 1 GLAZING OPTION E, NOTE 1 ''�rtlnitl"`� TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS APPROVED CONFIGURATIONS:X,XX,O,OX,XO,OXO,XX0NmWYinNB raw O,OXX&OXXO NOTES: oouCg"id'1:-^ v ::. ....,,, Building Cade I OZ (FOR DOORS W/SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) 1.GLASS TYPES: pppnae Na REINFORCEMENT IS REQUIRED AT DOOR&SIDE LITE CONNECTIONS A.3/8"LAMI(1/8"A,.090 PVB,3/18"HS) BxpGetlonDet6 `'/ DOORS WITH GLASS TYPES A,B,C,D ORE B.3/6"LAMI(1/6'Hs,.090 PVB,3/18"HS) C.7/18'LAMI(3/16"A,.090 PVB,3/16'HS) MtamlDo Pmduet Com HEIGHT D.7116"LAMI(3/16'HS,090 PVB,3/18'HS) X WIDTH XX WIDTH 68-79 3/4" 1 70-83 3/4" 1 87 314" 1 913/4" 1 8o-95 3/4" ®E.13718"LAMI IG(3116'TP,1/4"AIRSPACE,1/8"HS,.090 PVB,3/18"HS) Y 30 37 1/2"160 7131*' +75.0 -75.0 +75.0 -75.01+75.01-75.0 +75.0 -75.0 +75.0 2.COMBINED DOOR&SIDE LITE WIDTHS FOR TABLE 1 OR 2. CV-75.0 r- MAX.OX/XO WIDTH = 731/2" U) 1 f- 0 WIDTH SINGLE SIDE LITES WITH GLASS TYPE A MAX.OXO WIDTH=1091/2' �: c� 27.3/4-0 +75.0 -75.01+75.01-75.01+75.01-75.01,76.01-75.0 +75.0 -75.0 MAX.XXoroXX WIDTH=107 3/4" O `a • • Aid +75.0 -76.0 2.01-75.01+71.41-71.41+67.6' .0 -75.0 +71.4 -71.4 +67.6 MAX.OXXO WIDTH=143 3/4"-67.6 +64.2 -64.2 � •••••• 3.SINGLE DOORS 33 5/8"WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64 1/8' • • 36 3/4" x75.0 -75'0 +7�.9 -74.9 +70.4 -70.4 +66.6 -66.6 +63.1 -63.1 WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE •••••• O WIQTH • SIIIQaL�SI ELITES WITH GLASS TYPES B C,D OR E FBC. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. W JLLI T • • 363/41 +75.0 -f5�0 + .0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 4.DESIGN PRESSURES UNDER 40 P.S.F.ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. p o TABi.r.2. DESiaM RESSURB9;0R COMBINED DOOR/SIDE LITES ONLY ® 5.EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: od LL6. •.AIWSO0 IED CONFIGURATIONS O)( XO,OXO,XXO,OXX&OXXOit • • • EX.A FROM TABLE 1. g fA p (THE•LOWEA iW.F R THE DOOR-OR SIDE LITE PREVAILS.) oxo WITH GLASS TYPE A W O •• 30'WIDE x 90"HIGH SINGLE DOOR WITH 29"SIDE LITES � D . REfl�ORCEMF�IT IS NOT REQYIRED AT DOOR&SIDE LITE CONNECTION 0 � Z •••••• • • ••••• *GLASS TYPES A,B,C,D ORE DESIGN PRESSURE=+87.6/ 87.8 PSF p co U • • in UJ Z • •• HEIGHT EX.B FROM TABLE 1. OXXO WITH GLASS TYPE A Q 0- 1 f 1 oly XX WIQ%N•e-79 3/4. 7°t 83 3/4" 87 314" 91 314" 8°-95 3/4•' 68'WIDE x 85"HIGH DOUBLE DOOR WITH 361/2"SIDE LITES N Z 20 251/2" 40 471591 01-58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 47.4 DESIGN PRESSURE=+70.41-70.4 PSF 0. N U. j p 27 1/2" 513/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 EX.C FROM TABLE 2. WW Q OXO WITH GLASS TYPE C 291/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 30"WIDE x 87 314"HIGH SINGLE DOOR WITH 26"SIDE LITES e 311/2' a 59 3/4" +49.0 -49.0 +46.2 46.2 +43.6 43.6 +41.4 -41.4 +39.3 -39.3 DESIGN PRESSURE=+43.61 43.6 PSF N q a 8 4 EX.D FROM TABLE 2. 2 331/2" 5 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 �I1.5 +39.3 -39.3 +37.3 -37.3 OXXO WITH GLASS TYPE C X 351/2" 67 3/4"1+38.11-38.11+38.11-38.11+38.11-38.11+37.61-37.51+35.6 -35.6 63 314"WIDE x 80"HIGH DOUBLE DOOR WITH 26"SIDE LITES $•- v 3° 371/2" g° 71314" +34-01-34-0DESIGN PRESSURE=+43.1/-43.1 PSF+34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 is ° 0 WIDTH GLASS TYPES A,B C D OR E 6.FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1,WHICH oZ ' ' REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE ° 10 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 CONNECTION SEE SECTION E-E,SHEET 5 FOR REINFORCEMENT 123/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 DETAIL. ``�� �.,•...• •• Ni �; SINGLE 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 SIDE LITE 213/411 +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 z:h 'K �w o:Z-''31 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 44.7 +42.6 -42.6 �1 u 6 �m a:O Z � y z J.co91 36118" +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +34.4 1-34.4 ?os•. �� -34.0 +34.0 -3 .0 +34.0 -3 .0 % ��....36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 tib 73 112"MAX. — 109 1/2"MAX. - -143 3/4"MAX. — PRDDUC7 RENEWED �36��3/4" 36 3/4"_ 36 3/4" 36 3/4" 36 3/4" xs complying with the Florida �- MAX. -i MAX. -SEENOTE3+�—MAXI► �—MAX - ►'� SEE NOTE 3—ter—MAX Euildh�gCode Acceplenco No '^ 6ttp11ahop Darm ki 49 41 �P A11wnl Dede'Prodnct C°°trbl 49 2 04 95 103MAX. CO " o 40 4O• • ISI WlE Ef E EJE Er JE E[ JE1I 11 WO X 0 0 X AC . X INAC O D a • _ to LL. N • so*" • SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 W OM 0.00• •4X{QRXO•••••• OXO OXXOCD 41 0.00 0000 z O Z O H • •000036314` Q a • • 0 •0:0 0• 71 314'MAX. MAX. _ �j Z Z 0:04,414, 07 1/4'� •0 0 0 0• 24 9116"MAX. I 33 5/8"MAX. U W Z •• I- A �• • •• A DLO(TYP) DLO(TYP.) G Z � Z uj uj • B 0000•• 0000 • r I � N 314 Q • 49 MAX.. 49 41 IG ¢ N � o HT. 1 U TYP. 95 3/4" a W Q MAX. 84318" 10 (TYP-) n TYP. Oxy� 84 3/8" MAX. LL LO $• (TYP.) DOOR DLO HEIGHT -HEIGHT-113/8" o ( " DLOWIDTH'X' -DOOR WIDTH-1215116" of DI ID Ct 111C F� J�D DLO WIDTH'XX'=DOOR WIDTH/2-115116" L X X AC . �! INAC 0 SIDE LITE Jl DLO HEIGHT=HEIGHT-113/8" •?�iy DLO WIDTH =WIDTH-31/8" Q- A= ' A- � g '�`` X XX ON.. NOTES: 41 _z:z ro ``� 1.FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. _ ; 6 V0511�i o,Z2.FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. a'10` w 3.SIDE LITES OVERLAP'X'AND'XX DOORS BY 3/4"WHEN ASSEMBLED TO MAKE'XO','OX','OXO'XXO','OXX'AND'OXXO'CONFIGURATIONS. to 4.REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS(SEE APPLICABILITY SHEET 2). '��1y�'•0000,..••'O��; < 5.CLEAR OPENING FOR'X'AND'XX'DOORS AS FOLLOWS: ('X'DOORS=WIDTH-5.646) ('XX'DOOR=DOOR WIDTH/2-4.079) PR���� \3 PRODUCTRRNDWDD ' _ \ ev comPtYt^ the Pl 0 Duildin8�� :+� 40 accep do Date [/1 6sVU0t� EXTERIOR INTERIOR BY Qu" rl Miami Dade Product CoalcV. 10 1 2 60 ® Y 0 64 AT HEAD/JAMB 0 C 37 60 • 65 AT SILUJAMB U) • • ••• • •• •• CLEAR-COLORED C •••••• • • • • FjR INTERIOR SEALANT W � • ® 63 oma. LL ..... • • . O 175 0 F • MAX. W Y = •••••• • *%#AX. • MAX. MAX. SIDE 62 0 u W Z •• •• U DOOR DLO LITE Q W • HEIGHT HEIGHT 0' • • d N U � O ••• O U- . m M SL VIEW G-G �d CORNER ASSEMBLY / 40 1.489 ,��Q- . •,..�`J2 6 wv: . 0:, 11 =Z•y r sW = > W -� o.z� 13 DOOR SECT.A-A SL SECT. B-B =yo Z J VERTICAL VERTICAL '�y�tiy oF`�. ' < 4 P�9 PRODUCTRENEWED r ---MA)C XX'WIDTH BuiildufICdu wit ` FRs IIU5I(o.0 A=p MCC No r or BY MI Dada P uc1 Con I • • 04 go 0 o a .: 4.4! MAX. 2 LbDLOV'X)("SECTC-C DLO 31 tq o•• 46 45 5 W 32 O •: • • • MAX.'X'WIDTH 20 • W • U) aoo O :• ••: • a U p F- • • W = Z •• ••• •••�• INTERIOR V W V • • • • = a W Z • to H •• • • • • N 0 LLL C MAX. d •• �"DLO' 'X'SECT. D-D a cv o :g u 46 21 5HORIZ. EXTERIOR _ a SPACING,SAME AS �"• m 67 JAMB ANCHOR SPACING {--MAX.SL WIDTH ►I (SEE SHEETS 7,8 AND 9) MAX.SL WIDTH I I I �kid € 62 �d ts U 9SLSE( .22 SEE TABLES 1 AND 2 AND I�DL0�1 _ r� o KLL�'•Q=� NOTES ON SHEETS 1&2 66 62 E 62FOR APPLICABILITY SL SECT. F-F y�� HORIZ. (DOOR W/SIDE LITE) HORIZ. (SINGLE SIDE LITE) '''Ittltlltt�``` ITEM DWG# PGT# DESCRIPTION ITEM DWG# PGT# DESCRIPTION 1 943B 60411 FRAME HEAD 60 92M 6920D SIDELITE HEADER 2 1010 6Q300 WSTP.,Q-LON.190 X.375 HIGH 61 921D 6921 SIDELITE SILL PRODUCT g vj the F ey tomplyin8 WWW the Flo�iae 3 7070 67070K BULB WEATHERSTRIP.187X.300HIGH 62 916B 60381 SIDELITE JAMB DehalnsCeae a 7SI& Acccptence No i -t 4 955 7955X FLUSHBOLT STRIKEPLATE 63 1165 781POA #8 X 1.000 QUAD PN.SMS onDete 017 5 938 7938X 2 PT.LOCK STRIKEPLATE 64 998 7998 HEAD GASKETS(STOCKING#70998) y 6 956 7956A FRAME HEAD STRIKEPLATE BACKING PLATE 65 999 7999 SILL GASKETS(STOCKING 970999 � �.. N9tuiaD PtoduclCoo 7 7832X72FPXP #8.32 X.500 PH.FL.MS-S.S.W/SILICONE PATCH 66 934A 61641M SIDELITE JAMB ADAPTER 8 995 70995 GASKET(BETWEEN THRESHOLD&FRAME JAMB) 67 #12 X 1.000 SHEET METAL SCREW 9 996 70898 GASKET(BETWEEN HEAD&FRAME JAMB) ® 70 712653K SETTIING BLOCK,3/32"X 1/4"X 1"W/PSA,85+/5 DURO. N p 10 952A 6533016 FILLER HEAD ADAPTER ® 71 71267K SETTING BLOCK,1/16"X 1/2"X 1"W/PSA,85+l5 DURO. 11 11000 611000M OUTSWING THRESHOLD 72 4222A 64222 BEAD,7118" O C) 12 1670 671670 WSTP,.350 RD FOAM FILL T SLOT(AMSBURY#32011) 73 988 6988 BEAD,3/8" O C d 13 11004It• 811004M OUTSWING THRESHOLD CHANNEL COVER ® 74 40878 64087 BEAD,13/18'IG 00 • • 14 i4WdA• 411001A• • ACETAL SPACER.065(INHOUSE INJECTION MOLDED) ® 90 8DURAK14 1/4"DURASEAL IG SPACER - o •••••• 15 11002A 11002A • ACETAL SPACER.095(INHOUSE INJECTION MOLDED) ® 91 6TP248 BULB,THIN(USED IN EXTRUDED BEAD) -� W o • • 16 14908A• 11003ACETAL SPACER.140(INHOUSE INJECTION MOLDED) 92 986 64986 BEAD,INTERIOR •••••• 20 -9-iffi 0380 • • FRAME JAMB(OUTSWING) A 93 1224 6TP247 BULB,THICK(USED MI EXTRUDED BEAD),65+1.1 DURO. J •• 21 10100 6Q300 STP.,Q-LON.190 X.375 HIGH 94 GLAZING SILICONE,DOW 899 OR 983 co W 0 • •••s 22 66089•• •• IREINFORCEMENT,1.000 X 2.750 X 0.650,6061-T5 95 GLASS,3/6"LAMI-1/8"A,.90 PVB,3/16"HS 00 LL L ••••• 23 114P. 78X112P 0 X 1.500 PH SQ A TIS 96 GLASS,316"LAMI.1/8"HS,.90 PVB,3116"HS a e5 O • • 24 1048 71048 JAMB SCREW COVER CAP 97 GLASS,7118"LAMI-3/18"A,.�PVB,3/18"HS IX to ••••• 25 1721N • 37WKE PLATE INSERT 98 GLASS,7/1g"LAMI-3116"HS,.90 PVB.311W HS • • 26 1116000 710X34PF 10X.750 PH.FL.SMS ® 99 GLASS,19/18'LAMI K1-3/18"TP,114"AIRSPACE,1/8"HS,.90 PVB,3/18`HS Z O •••• 27 7070• 67070K •••• LB WEATHERSTRIP.187 X.300 HIGH 103 OFF-THE SHELF DEAD BOLT LOCK ••••• 30 9 OD 6910 OR PANEL,TOP&BOTTOM RAIL U • 31 9 1E• 911 DOOR PANEL,SIDE RAIL p Z • 32 91 7FRMO • • RME EXTRUSION Q co) W •i••s 33 1174•••71058FP V/,B #11)X.625 PH.FL.SMS .504-►{ �� N J � �- O 34 OfW.••OW78M TRUSS CLAMP 380 g 35 1130 6TRODA 5116.18 THREADED ROD j 36 990 7990NUTA 5116.18 FLANGED HEX NUT Q 37 914A 60379M WEATHERSTRIP CHANNEL O OUTSWING THRESHOLD 36 7834FPT #8 X.75 PH.FL.TEK 3 CHANNEL COVER 39 997 70997 GASKET(BETWEEN PANEL HEAD/SILL&PANEL STILES) 6063-To ,� 40 1023 679240 WSTP.,.187 X.250 HIGH,FINSEAL JSP 41 928 41720 SLIDE BOLT ASSY.QNACTIVE PANEL ONLY) ' ^r! 42 1145 7SX12FPAW #6 X.500 PH FL SMS TYPE BDS q 43 1212 71330GG SILL DUST PLUG(INACTIVE PNQ 44 9838 6983 DOOR PANEL ASTRAGAL 1(OUTSWING) c o 45 9846 8984 DOOR PANEL ASTRAGAL 2(OUTSWING) 2.750 46 1213 60200K WSTP.,Q-LON.190 X.200 HIGH 47 929 74UBLOK LOCK SUPPORT ASSY.(41707&41708) —� `\`` 481139 7634F #6 X.750 PH.FL SMS 1.000 2E - 50 49 982 D2PTAY PT.LOCK ASSY. Q '1'Jj 6R180FS RUBBER SLEEVE 850 51 930 41721 STRIKE PL.INSERT INACTIVE PANEL) 125 =g w o tv%l irt:52 931 7FRSPX DEADBOLT STRIKE PLATE 22 TUBE MULL _z z ° p53 1118 710X34PFA #10 X.750 PH FL.SMS 6083-T5 J.Wp oZ (0:- � Z u 54 957 70957X HANDLE STRIKE PLATE '2p 55 11118 710)34PFA #10X.750 PH FL.SMS %SW+v••••....... 1.750 1.750 1.750- 1.750 f PRoouCT RENEWED -- 1.620 fte fO1r.S C d ng with the Pbride .050- Acceit Godo Y`J Dfj,"C(rj 1.480�{ Expir •ea et :�f1:. ljJ�'3,/rr Bwpir rtDpy,�'[/�d .250 h1�a Dada Product C.Q 4.726 4.726 4.726 37 WEATHER 4'626 .062-- .050 3 STRIP CHANNEL C4 O 062 3.000 6063-T5 4.000 4'1� .062 4.100 .062 4.675 4.675 0.375 0 � Q • •• 4.100 p ••••• • • • • DOOR FRAME, 2.125 ,125 � � & go •••••• 2Q JAMB LU • • • 8063-T8 J •• DOOR PANEL ••••• DOOR PANEL LU • DOOR PANEL DOOR PANEL O ••••• 3Q TOP"ApITOM RAIL•• s31 SIDE RAIL v o 6063-Ti • • 6063-T5 44 INTERIOR ASTRAGAL 45 EXTERIOR ASTRAGAL 32 HINGE n (0 LL ••••• 0000 •••••• 6063-T5 6063-T5 8083-T5 od O 0000• • 1.500 1.578 I- 3.111 95" • .125 � �►--.558 1 �-.525 � •� Q 8 N • 00e;• F'- .750 .050 .683 050Y7 Z .683••1•�0 • •• • .172 z 05a- I} 050 Z Z •• 1 •• • • • � TRUSS CLAMP O 3/8"GLAZING BEAD � 7/1 B"GLAZING BEAD 3,000 .683 O �•••••• •GIVER HEAD ADAPTER 34 6063-T6 73 8083 T5 728063-T5 Cy (ALt- •8.0�3�T8 �Iy a- O = 0 �--3.100 1.092 $ Q N LL�3 000--1 IG GLAZING BEAD � a •179 62 SL JAMB 74 8063-T5 O 6063-T6n Y 1.272 1.479 A --1 .830 1- 2 .U60 5.459 .075 5.212 OFRAME HEAD 6.085 0� u 6063-T8 .0715 4.586 J- 2.980 050 .750 .050 079 1.489 .489 A - �RA y' Fes--3.100 1 - z 0 - sW o ;Z=a 3.000 SL JAMB am �''• 6 �'a 0 z 11 OUTSWING THRESHOLD 6Q SL HEADER 61 SL SILL 66 ADAPTER g;J S 6063 TB 8083-T6 6063-TB 6063-T8 OSS �Ol�\\�, HEAD HEAD HEAD HEAD HEAD ZONE C"__1 ZONE-D-_t__ZOE"D'-1 t_ZONE E'__1 I ZONE-W ZONE E' PRODUCT FtEtVBNED as emptying with the Florida 9alldiag Cbde =2-fli t�.7 Accept•ice No ® Btlpfra(o�iD.at�e x=MINIMUM JAMB ANCHOR MiamiDoda�uctContml LOCATION. Q ¢ Q Q go m Q m z X z z XX z z O z z XO OR OX z —=ADDITIONAL JAMB CV p N N N N N N N N ANCHOR LOCATION, m to m �m� m m m m EQUALLY SPACED AS U a. d� REQUIRED PER TABLES O Q • s• 3-7 ON SHEET 9. # Q •• • • • • • • -� W o -- - — SILL • II •• SILL SILL I SILL SILL I SILL ZONE"C a • ZONE"D" ZONE"D" ® ZONE"E' ZONE"D" ZONE'E" = Z CO LL ••• TABLE3•6&.9 ••••a• SEE TABLE 4.,SHT.9 SEE TABLE 6.,SHT.9 SEE TABLE 6,.SHT.9 Z O t>tj O •a �• HEAD•a• HEAD HEAD HEAD U413 REXAMPLE Q O o • HEAD HEAD HEAD HEAD Q ZONE f �F ZONC •• ZONE D" ZONE"F" ZONE ZONE ZONE F" ZONE"F" ZONE o Z r -t rt E r "E" fi � E ANCHORAGE SOLUTION w o w o ca • .•; • ••• ;; •• FOR A CONCRETE W ¢ w = z •: .• •• OXXO INSTALLATION J 0 Z ••••• •• •'a a • A.19"x 83 3/4"SIDE LITES"B"AND NtoU. o Q° ••e• �o Q g° Ro So "E"ZONE ANCHORS FROM O_ o F W z z W z w TABLE 7,SHEET 9. Q tV U z z N OXO tp N XXO OR OXX O O OXXO O m R m nl PLUS; B.71 3/4"x 83 3/4"XX DOOR ZONE a "P ANCHORS FROM TABLE 4, SHEET 9,EACH"F"ZONE. ANA i SEE ENCIRCLED VALUES,SHEET SOLUTION: a to TOTALS(4)TYPE 1 OR 2 ANCHORS s SILL SILL SILL ILL L EACH JAMB AND 2+5+5+2=(14) SILL � SILL SILL I SILL SILL IL ZONE ZONEI � ZONE ZONE� ZONE'F' ZONE"D" ZONE"F" ZONE"F" ZONE"F" ZONE TYPE 1 OR 2 ANCHORS AT HEAD E' SEE TABLE 7.,SHT.9 E' SEE TABLE 7.,SHT.9 .E' ® ,E. SEE TABLE 7,SHT.9 "E" AND AT SILL. EXAMPLE OF ANCHORAGE FOR A 71 314"x 83 3/4"`XX DOOR, •=ANCHOR LOCATION FOR • WITH 19"x83 3/4"SIDE LITES(SEE SOLUTION AT RIGHT EXAMPLE ABOVE y. e( •,ti�;w NOTES ® = o = :z o:� 1.APPROVED ANCHOR TYPES ARE: 1.1/4"ELCO TAPCONS 2.1/4"ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3.#12 SCREWS = o Zffi 2-ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS(3"MIN.O.C.FOR CONCRETEr SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. �y'`O\z w JAMBS(ALL):131/4"MAX.FROM CORNERS AND 231/8"MAX.O.C. 2oy.• cto d HEAD&SILL OF DOORS:6"MAX.FROM CORNERS,9"MAX.FROM ASTRAGAL CENTERS AND 20 7/8"MAX.O.C. :� l ••. .••,.'`` 3.TO DETERMINE ANCHOR QUANTITIES CORNERS ES FIND THE CONFIGURATION ABOVE HEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. TABLE 3.X DOORS ® TABLE 4.XX DOORS ® TABLE 6.0 SIDE LITE Q TABLE 6.XO&OX ® TABLE 7.OXO,XXO,OXX APPROVED ANCHOR TYPES: (ALSO X DOOR OF XO&OX) &OXXO ® 1.1/4'ELCO TAPCONS PRODucr11BNBWeD do GLASS TYPES A,9,C,D.E GLASS TYPES A.B,C.D,E GLASS TYPES A.B.C.D,E GLASS TYPES A.B.C,D,E GLASS TYPES A,B,C,D.E mcomplying�viN the Florl ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANC1K)R TYPE Building Code 2,3,WOOD 1,2,CONC 2,3,WOOD 1,2,CONC 2,3,WOOD 1,2,CONC 2,3,WOOD 1,2,CONC 2,3,WOOD 1,2,CONC 2.1/4"ELCO SS4 CRETE-FLEX Acceptance No I t &SUBSTRATE &SUBSTRATE 8 Sl18STRATE &SUBSTRATE &SUBSTRATE Bxplralion Delaryt?%CL,.J Z MASONRY ANCHORS DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOADZDNES WIDTHS LOAOZONES DOOR WIDTHS LOADZONES DOOR WIDTHS LOAD ZONES By w m 3.#12 SCREWS(G5) Mi i Dade product Contrl "X'-25.50 Z "10N-47.75 w "O"-10.7 "X"-25.50 "X'-25.50 TO 37.5 TO 71.7 TO 36.7 TO 37.5 TO 37. 6_ EL a � 4.ENCIRCLED ANCHOR j _� m m a m m �_ "10C-47.76 j QUANTITIES IN TABLES 4 Y p a r: `lom a a, a a m m _ _ m ' AND 7 PERTAIN TO THE ~ ;0° t- ~ �" 9 9 a 9 2 a TO 71.76 ' q EXAMPLE ANCHORAGE V a < < p p=W a a SIDE a < < a SIDE a = a 4 SOLUTION ON SHEET 8. + LITE -,' LfT O 9 !� d WIDTH x Hr. X x x x 3 tvloTH x HT. , a ' '>f 94 WIDTH x HT. 0 0 0 o WIDTH x Hr, o o x x o o x X WIDTH x HT. o o X o o 'x k p J 2 � 96.60 x 79WS 612 f 4 2 3 4j75�. 4 3 6 4 2 3 10.75 x 79.7 4 1 4 1 10.76 x 79.76 4 2 4 2 10.75 x 79.75 4 2 + 5 2 7 4 21 3 • 83. 5 4 7 4 2 3 83.75 4 1 4 1 83.7 4 2 4 2 83.75 4 2 ALL Lu 0 ++++1�7.7 5 2 3 + 87. 5 4 7 4 2 3 87.75 4 1 4 1 87.7 4 2 W 4 2 87.75 4 2 p 4 2 Q W W F- •• 91.7 5 2 7 4 2 3 •++jqj 5 4 7 4 2 3 91.76 4 1 4 1 91.7 4 2 8 4 2 91.7 4 2 �3 4 2 W Z W 96.75-6 2 7 4 2 3 95.75 5 4 7 4 2 3 95.75 4 1 4 1 95.76 4 2 21 4 2 K 95.76 4 2 00 4 2 8 0- N p _O 2l.9&rl%15 6121 7 C2 3 5111,75 xt1'9.75 5 4 7 4 2 3 12.75 x 79.75 4 2 4 2 12.75 x 79.7 4 2 tQ 4 2 tQ 12.76 x 79.75 4 2 $ 4 2 $ F p Fn LL •++8895 5 2 +T 4 2 3 +++ 6 4 7 4 2 3 83.75 4 2 4 2 83.75 4 2 -4 4 2 4 83.76 4 2 W 4 2 07 O ab O +++*WZ 5 2 b 4+ 3 +++at,5 5 4 7 4 2 3 87.75 4 2 4 2 87.7 4 2 m 4 2 m 67.75 4 2 Q$Q 4 2 Q -1 O O + 91.Z5 6 2 7 +2 6 ++Oi7 5 4 7 4 2 3 91.75 4 2 4 2 91.75'4 2 aa,. 4 2 4 91.76 4 2 4 2 0 **o OXV5 6 21 7 4 2 5 7 8 4 7 4 3 6 95.75 4 2 4 2 95.7 4 2 ±1 95.76 4 2 4 2 s 0 .21 x 79.7 5 2 8 4 2 3 55.75 v X9`7 5 4 7 4 2 3 19.00 x 79.75 4 2 4 2 19.00 x 79.7 4 3 LL 4 2 19.00 x 79.75 4 3 2121 21 4< W Z 2 + +�.?6 6 2 +8 3 83.7 6 4 7 4 2 3 83.7 4 2 4 2 83.7 4 3 4 2 83.7 4 3 W 4 2 W j Z +• 87.7 8 2 8+ 2 5 +1?7 5 4 7 4 2 3 87.75 4 2 4 2 87.7 4 3 F 4 2 87.75 4 3 Zo 4 2 Z Q d W r +++�. 8 2 8+ ! 5 + 91. 6 4 7 4 3 5 91.75 4 2 4 2 91.75 4 3 .rd 4 2 91.75 4 3 = 4 2 N LL O 96.7 6 2 Z 5 95.7 6 4 8 4 3 5 96.76 4 2 4 2 95.76 4 3 42 C 06.76 4 3 V 4 2 D_ 1c,2'. gg= 0' 31.50 x 79.75 6 2 8 4 2 3 69.75 x 79.7 b 5 8 4 2 3 21.75 x 79.75 4 2 4 2 21.75 x 79.7 4 3 0 4 2 c 21.75 x 79.7 4 3 IK 4 2 Q N g U � LL 83.75 6 2 8 14121 5 83.7 5 5 8 4 2 3 83.75 4 2 4 2 83.7 4 3 L�i 4 2 u= 63.7 4 3 5 4 2 t7 Q 87.75 6 2 8 14121 5 87.75 6 5 8 4 3 b 87.75 4 2 4 2 87.75 4 3 w 4 2 uI 87.7 4 3 x 4 2 of 91.7 6 2 8 4121 5 91.7 6 5 8 4 3 5 91.75 5 2 4 2 91.75 5 3 4 2 .Z',t 91.7 5 3 0 4 2 0 96.7 7 2 10 4 2 5 95.7 8 5 8 4 3 5 96.75 5 2 4 2 96.75 6 3 w 4 2 w 95.7 5 3 ti 4 2 t4 r n 33.50 x 79.7 6 3 8 4131 3 63.75 x 79.7 b 5 8 4 2 3 27.75 x 79.75 5 2 4 2 27.75 x 79.75 5 3 4 2 y 27.75 x 79.7 5 3 m 4 2 m 83.75 6 3 8 4 3 5 83.75tS 8 4 3 5 83.7 5 2 4 2 83.7 5 3 = 4 2 = 83.7 5 3 F 4 2 � d 87.76 6 3 8 4 3 5 87.75 8 4 3 5 87.7 6 2 4 2 87.7 6 3 4 4 2 87.76 5 3 2 4 2 S291.7 7 3 10 4 3 b 91.7 8 4 3 5 91.75 6 2 4 2 91.75 6 3 u 4 3 w 91.7 6 3 LL 4 395.7 7 3 10 4 3 5 95.7 10 4 3 5 95.75 6 2 4 2 95.7618 3 m 4 3 m 95.7 6 3 10 4 3 ww o f j 35.50 x 79.7 8 3 8 4131 5 87.75 x 79.7 8 5 8 4 3 6 38.13 x 79.76 6 3 4 3 38.13 x 79.76 8 4 4 3 36.13 x 79.75 6 4 F 4 3 F 83.7 6 3 8 4131 5 83.7 6 5 8 4 9 5 83.75 6 3 4 3 83.7 6 4 4 3 83.7 6 4 = 4 3 = 87.75 6 3 8 4131 5 87.75 6 6 8 4 3 b 87.7 7 3 4 3 87.7 7 5 LL 4 3 LL 87.75 7 5 d 4 3 91.75 7 3 10 4 3 5 91.75 7 6 10 4 3 b 91.7 7 3 4 3 91.7 7 5 0 4 3 0 91.7 7 5 rc 4 3 \ •#t' W 95.7 7 3 10 4 3 5 95.7 7 6 10 4 3 5 95.75 7 3 4 3 95.7 7 5 V 4 3 V 95.75 7 5 = 4 3 1 .• 37.50 x 79.7 6 3 8 4 3 5 71.75 x 79.7 6 5 8 4 3 5 36.75 x 79.76 6 3 4 3 36.76 x 79.75 6 4 4 4 3 -c 38.75 x 79.76 6 4 i 4 3 a o a:Q"w S 83.7 6 3 8 4 3 5 83.7 8 5 9 4 3 5 83.75 6 3 4 3 83.7 6 4 01 4 3 m 83.75 6 4 W 4 3 - :y m z67.75 73 10 4 3 5 87.75 8 59 4 3 5 87.75 7 3 4 3 87.7 7 5 4 3 87.75 7 5 7 4 3 7 r>;'o o ) 5# Za 91.75 7 3 10 4 3 5 91.75 7 8 10 4 3 5 81.75 7 3 4 3 91.7 7 5 w 4 3 w 91.7 7 5 4 3 y2? :'��\ 95.7 7 3 10 4 3 5 95.75 7 6 10 4 3 5 85.75 7 3 4 3 95.7 7 5 4 3 95.75 7 5 14 13 1 1 /r��rlllll Lll��. 2X WOOD 1 34' 1314' 2X WOOD 1 3/4' 3.4 KSI MIN.CONIC. [--MIN E.D. EM-71 3.4 KSI MIN.CONC. 1314"Nil E. BUCK,NOTE 2 BUCK,NOTE 2 1 X WOOD BUCK,NOTE 2 pRODUCTRENEWBD 1318*TYPE I L 1X WOOD • 1318"TYPE I plying ith IN Florlft 13/4"TYPE 2 Building BUCK,NOTE 2 1314*TYPE 2 Aemptan b;2 13/8" 1 3f8"MIN. MIN. 1/4"MAX, 13Y 1 MAX. —114"MAX. Mina,Dade Pr-duct Con SHIM 1/4"MAX. SHIM WOOD EXT. SHIM SHIM CONC. EXT. ANCHOR CONC. EXT. WOOD EXT. ANCHOR, ANCHOR, 04 TYPE 2 OR 3. NOTE 1 ANCHOR NOTE I — NOTE I 'A TYPE 2 OR 3, 4 1 1/4-TYPE I OR 2(CMU) NOTE 1 0 DOOR HEAD(WOOD) DOOR HEAD i3f8-TYPEI(CONC) -_�r_ 0 4 0 'Psw SIDE LITE HEAD(WOOD) SIDE LITE HEAD(CONC) (010 114'MAY.SHIM Mtr • 00 MAX.. ----I 134-TYPE 2(CONC) 1 1/4-TYPE I OR 2(CMU) .60 • Z� SH 1/4"MAX.SHIM i w 10 000*00 a 0 _T 1/4"MAX SHIM 1 318'TYPE I(CONC) JT -rr 13/4" 4 3/4-MIN.E.D. 11 3W MIN. 1 3f4'TYPE 2(CONC) LLI SHIM ANCHOR F '0"' MIN.E.D. 73 eo&to 0 AN C 0aw— • ANCHOR, LLI —u- IOTE-I cl STAwma ANOMER 1.5 KSI MIN.CMU OR LL 0 CENTERS- U16• .0 ltpcws WOOD 3.4 KSI MIN.CONC. elf 0 STAGGERED ANCHOR, W w 20108.00 I .13/4"MIN.E.D. co) cE 'FL*t9,o TYPE LLI OD -'1314'MIN.E.D. 0 _j UOTE 1 • • 2 OR 3. • co 2X WOW EXT. x Dj!' T. NOTE I 6i_KSI MIN.CMU OR z • BUCK,NOT9D2 • NOTE2 su N 2 IX WOOD BUCK NOTE 2 3.4 KSI MIN.CONC. EXT. 0 Lu Lu •t16b9RJAJ% 00 D) :**:*,DOOR JAMB(CONC) SIDE LITE JAMB(WOOD) SIDE LITE JAMB(CONC) w 9. MOO NC) WOOD 0 1: 5 Z 000 ANCHOR TYPE 2 CONC.ANCHOR, z U) * X — 0 R 3,NOTE I LL cv W(AMN&OR,TYPE 2 OR 3 NOTE CONC.ANCHOR,NOTE 1 cl� � . 0 1XWOOD EXT. CL EXT. BUCK,NOTE 2 NOTE < c%I LL EXT., MAX. EXT. NOTE3 1/4MAX, z SHIM "MAX. 0 -//, SHIM 1/4"MAX.OR3 SHIM .......... IT PEi IN, 1 3/8"TY 13/4"TYPE 2 1 316"MIN. > 13/8"TYPE 1 KSI MI 3J4'TYPE 2 3.4 N 1 3/4' 3.4 KSI MIN.CONC. E.D. 2X WOOD BUCK NOTE 2 L CONC. 2X WOOD BUCK,NOTE 2 j DOOR SILL(WOOD) DOOR SILL (CONC) SIDE LITE SILL(WOOD) MIN.E.D. SIDE LITE SILL(CONC) 'f Cwt NOTES: 1.FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4"TAPCONS EMBEDDED 13/8'MIN.(TYPE 1) OR 1/4'SS4 CRETE-FLEX EMBEDDED 1 314'MIN.(TYPE 2). THE MINIMUM DISTANCE FROM.CENTER OF ANCHOR TO CONCRETE EDGE IS 13/4'. FOR WOOD INSTALLATIONS USE ...... A/,.....Y6," #12 SCREWS,G5(TYPE 3)OR ELCO 1/4'SS4 CRETE-FLEX ANCHORS EMBEDDED 13/8'MIN.(TYPE 2). 2.WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2"THICK. Ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS 7� DEPICTED AS 2x ARE 11/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE lk AUTHORITY HAVING JURISDICTION(AHJ). yl 3.IF SILL Is TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NON-SHRINK,NON-METALLIC GROUT(3400 PSI MIN.),(DONE BY OTHERS) 6 9:oz Z_ 3 ,Z MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS 7 c(j 55 WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION.