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WS-18-1675Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit Permit NO. WS-6-18-1675 Permit Type: Windows/Shutters Work Classification: Door Replacement Permit Status: APPROVED issue Date: 6/29/2018 Expiration: 12126/2018 Parcel Number Applicant 10643 NE 10 Place Miami Shores, FL 33138-2103 1122320280550 Block: Lot: ALISON SPROUT Owner Information Address Phone Cell ALISON SPROUT 10643 NE 10 Place MIAMI SHORES FL 33138-2103 10643 NE 10 Place MIAMI SHORES FL 33138-2103 Contractor(s) Phone FOUR BLR DOORS CORP (305)776-2443 CeII Phone Valuation: Total Sq Feet: $ 11,696.97 0 Type of Work: REPLACING EXISTENT DOORS 3 WITH IMP No of Openings: 3 Additional Info: REPLACING EXISTENT DOORS 3 WITH IMP Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $7.20 $2.00 $2.00 $2.40 $130.00 $9.00 $9.60 $162.20 Pay Date Pay Type Invoice # WS-6-18-67972 06/29/2018 Check #: 3629 $ 112.20 $ 50.00 06/19/2018 Check #: 3594 $ 50.00 $ 0.00 Amt Paid Amt Due Available Inspections: Inspection Type: Window Door Attachment Final Review Building 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 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. Futhermore, I authorize the above -named contractor to do the work stated. /.' June 29, 2018 Authorized Signature: Owner / Applicant / Contractor / Agen Building Department Cop Y June 29, 2018 Date 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-306731 Permit Number: WS-6.18-1675 Scheduled Inspection Date: August 23, 2018 Inspector: Riveron, Alexis Owner: SPROUT, ALISON Job Address: 10643 NE 10 Place Miami Shores, FL 33138-2103 Project <NONE> Contractor: FOUR BLR DOORS CORP Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1122320280550 Phone: (305)776-2443 Building Department Comments REPLACING EXISTENT DOORS 3 WITH IMPACT RESISTANT Infractlo Passed Comments INSPECTOR COMMENTS False Passed Failed v /' inspector Comments Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. August 22, 2018 For Inspections please call: (305)762-4949 Page 7 of 23 1 vt Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 QL))d_ FBC 2OF BUILDING Master Permit No.\ S t8 -to-5 r PERMIT APPLICATION Sub Permit No. -4\ BUILDING ❑ ELECTRIC ❑ ROOFING ❑REVISION ❑EXTENSION ❑RENEWAL El PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: / i0&43 Iv G V Pi City: Miami Shores County: Miami Dade Zip: J 3 Folio/Parcel#: 1.0 — 2?32-020 —OSSO Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple `Titleholder): A(/I S(9Y) C ) r Phone#: 6, Address: /0(o4 b N 1 10 PL ; y City: // - (a m) S viOscState: t (')lTh (IQ_ Zip: 1 -.. 8 Tenant/Lessee Name: Phone#: Email: • CONTRACppT��1"TJ CONTRACTOR: Company Name: O el B �� COT Phone#: �C ) — A �X1 " 60 Addrejss: Va �A� p (,0 l ba c* City: I& .ve S State: P_oc1 0, Zip: c27' 4 Qualifier Name: J \\eSUma Phone#: State Certification or Registration #i C. G. C. [.23 0 6- 1 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: ( GG G City: State: Zip: Value of Work for this Permit: $ 1 1 I lit -1� 1 Square/Linear Footage of Work: �—I Type of Work: ❑ Addition Alteration ❑ NewCII I Repair/Replace Demolition 1 Description of Work: ? [%cd f -to_)( \s+e-n-k da)I(z) w`ih \ V cA- Specify color of color thru tile: Submittal Fee $ Permit Fee $ ) 30 • Go CCF $ CO/CC $ Scanning Fee $ Radon Fee $ 2 ' CA DBPR $ 2 • Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ / (2 . 2-0 (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 OWNER or AGE The foregoing instrument was acknowledged day of Sbt\ fee CONTRACTOR before e this The foregoing instrum nt was acknowledged before me this 20 I by day of 20 I , by ois personally known to G►'L.71(..wfi s personally know to me or who has produced ` .) as me or who ha L produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: 'f Seal: ' F°e MARIA ARRI i A * MY COMMISSION;( FF 18427i. EXPIRES: December 17, 201i; reOF c 0, �3ondedThruBudget Notary Seraic, a0 ( identification and who did take an oath. NOTARY PUBLIC: Sign: Print vl-r c."- - Mii✓ GHQ Seal: o as LUIS G DOMINGUEZ 1 3G 2132* i.(xpas duly18, 2022 i t.dit•ibra 'Sweat NaatrySN+lo1i ******************************* ************/k*****************************************<***********s********* APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Summary Report Property Information Folio: 11-2232-028-0550 Property Address: 10643 NE 10 PL Miami Shores, FL 33138-2103 Owner ALISON SPROUT Mailing Address 10643 NE 10 PL MIAMI SHORES, FL 33138 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 3,265 Sq.Ft Living Area 2,469 Sq.Ft Adjusted Area 2,799 Sq.Ft Lot Size 17,875 Sq.Ft Year Built 1950 Assessment Information Year 2018 2017 2016 Land Value $438,322 $438,322 $325,611 Building Value $194,811 $194,811 $194,811 XF Value $17,075 $17,080 $17,085 Market Value $650,208 $650,213 $537,507 Assessed Value $382,599 $374,730 $367,023 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $267,609 $275,483 $170,484 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values ('.e. County, School Board, City, Regional). Short Legal Description 32 52 42 MIAMI SHORES ESTS PB 47-58 LOT 5 & S22.5FT OF LOT 4 & LOT 6 LESS S45FT BLK 4 LOT SIZE 137.500 X 130 Generated On : 6/19/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $332,599 $324,730 $317,023 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $357,599 $349,730 $342,023 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $332,599 $324,730 $317,023 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $332,599 $324,730 $317,023 Sales Information Previous Sale Price OR Book- Page Qualification Description 03/05/2009 $475,000 26775 3585 Qual by exam of deed 04/01/2001 $210,000 19660- 3898 Sales which are qualified 05/01/1998 $130,000 18137- 2046 Sales which are qualified 06/01/1997 $0 17677- 4132 Sales which are disqualified as a result of examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Ackt wledgement: ier/Owner Signature elA Date Prin'f Name 010510 Local Business Tax Receipt Miami -Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY 7185278 BUSINESS NAME/LOCATION FOUR BLR DOORS CORP 5743 NW 159 ST MIAMI LAKES FL 33014 OWNER FOUR BLR DOORS CORP C/O ISRAEL LA RED PRES Worker(s) 9 RECEIPT NO. RENEWAL 7466077 BT EXPIRES SEPTEMBER 30, 2018 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 SEC. TYPE OF BUSINESS 196 GENERAL BUILDING .CONTRACTOR CGC1523069 PAYMENT RECEIVED BY TAX COLLECTOR $45.00 07/03/2017 CREDITCARD-17-041670 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit, or a certification of the holders qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws end requirements which apply to the business. The RECEIPT NO. above roust be displayed on all commercial vehicles - Miami -Dade Code Sec 8a-276. For more Information, visit www.miamidade.nov/taxcollector STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD -;ZeLt112042601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 SUMNER, STANLEYABBOTT FOUR BLR DOORS, CORP 408 GRAND CONCOURSE MIAMI SHORES FL 33138 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! RICK SCOTT, GOVERNOR (850) 487-1395 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CGC 1523069 ISSUED: 08/11/2016 CERTIFIED GENERAL CONTRACTOR SUMNER, STANLEY ABBOTT FOUR BLR DOORS, CORP IS CERTIFIED under the provisions of Ch.489 FS. Expiration date : AUG 31, 2018 L1608110002527 DETACH HERE KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD LICENSE NUMBER CGC1523069 The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2018 SUMNER, STANLEYABBOTT FOUR BLR DOORS, CORP 11467 SW235 STREET MIAMI FL 33032 ISSUED: 08/11/2016 DISPLAY AS REQUIRED BY LAW SEQ # L1608110002527 1,4 408 GRAND CONCOURSE MAM SHOPES DOB. 02-06-196:6 issuED- 61-2e-7 • C43 ExPRES- 0220d, REST_ ENDORsE. REPLACEDit, SAFE DROVER tnr '`• cov=4";'1, ,"-"e comortsent to PERM VN iT #•..._e. Miarni Shcres Village APPROVED BY DATE ZONING DEPT BLDG DEPT 7/ SUBJECT i'O CCMPL_IANCE wrn-i ALL FEDERAL STATE AND CC IJN iY RULES AND REGULATIONS RECEIVED JUN 19 2018 . . • • • •. •••• • •••• • •••• • • •• y• • • • ; • • • • •A • rle;n U O Z Title: Floor Plan 0 w N JOB: FB4382 m O • ••• ••• • • •• • • •••• • • • • • 4••• O U � m o•..t oo.a • m•3 m RI•E et LL•n L 'za • • • • • • • •• • • •• • • • •• • • • • • • FLORIDA BUILDING COPE 2817 G111EL-ASC315E1 TK10-WINS? LOAD TABLES -170,175stph anc.r.04,d P Uii ba315 with mewl rout hel{Pub I < . thari or ggt,:1 than 6a c>,e EXVOSUI CA`Ni�x0' - FACTOR!, 0,6iNoLU'+e❑ WEND P'F:t5wl_JR=S IIJ PST VELOCITY' - 0 P05E1 C €;isilr iog7 Height Roy'# Slope (ess-ltt011 10 d'esr eeS Roof Slope e9rea44t• that) 10 [fegr_`GS Pasirlye Ntgc2 ve PPsiiive Negative z4 4 zr.i z4 25 z4 & 25 z4 1 x5 • 46.1 31.5 41.0 i 50,6 16-20 36.11 49.0 40.2 : 43-61 05.0 21-30 40.0 53.4 43.7 47_41 55,i6 31-40 r 42,5 ' 46.1 56.r 46.5 50.4 ! 62.a • 41-50 44,6 48,3 594 r 49.7,. 52-0• 1 65.2 51.6E 46-3 50,2 61,8 ' 50.6 54.9 6 67:2 1:'1CCTTi 1 EX,:FatC OP.O:dP�P COUNTY, PALM 1 Ai."'-1 MD O T I-hrit CL'UNIFE5 W 1) F'i~t SSt! rS It3 '5r ti Vega 7 C tY - ,s.,'1 P O5 L1 {' C 5u4Adir Height Roof 51kpti- les-"a Sheri 1 degrees 6.3-f Siepo gm/AEI-- t€t n 10 cfcgt ss Past -!vim Ne.9a1`iv� ilanifFtc Negative 4 4 20 x4 : z5 x; x5 z4 25 fly' 86.7 39,T 1 40, ' 4©1 43 A' 46.2 53.6 �7.0 16 -2,0 s--0 e, i715 • 42,6 21 30 42.4 46,0' 56.6 -A6,3 •50.2. 62.1 31-40 ,�5..1 48,8 1 60,1 49.2 53.4 6 5-'9 41-5 I 47.2 51.2 ° 63.0 51.6 56.0 69t1 51-60 1 49,1 53-_. 65.4 : 53.6 59,2 71,1E Ei}i•ATiQP ' M1Y'9Ai-0ADE C0U5'ITY WINP PRESSLI1.ES IN PSc •7Q Ji•it•ih lia r-ITY • :rt75t-u G Buiidrri9 Height Re-5 S eRe 1 th*. , 10 der�raes r o . 1orre °9i-zaie Than 10 rl!er9reerr Posit ivej Negative Positive Negative z4 dt A 24 I. 25 �z4 4 x5 x4 ' z5 0-15 . 4�2,0 ' 45.5 1 56.00 45-9 ;9,8' 61.4 16-20 . 44,2 9 47.8 1 55.9 48.2 R2.3 ' 64.a� 21-30 47-4 51.3 9 63,8 ,7 ' 56,1 69.3 3.1-40 49.8 54,0 66.4 54.4 59.00 , 72.8 41-50 51.8 1 56.1 69,0 • 56.6 61,3 ;, 75.7 1 51-60 53,'4 7.8 71,4 I LQrARGlB l ElU,iPU 5RO'.VARE) C0U•`aTY, rALh.9 E.2P4'-11 AM, 4�TNUR C.CUWi 5 • • • WIND P$.a.S1tJRE5 I14 p�;= • • • aced ;RELOCITY-E�l'05EJ 8('•••• 8.:t11-di,,q. Heigh Roof Slope. Ies - -11:.31a 10 dcgreas R6e.f 5to rs.gr 4•2.1, Than 10 s s pas$#pea € Hegat€4•e Pasitive' pitese)ivz 24 r� z9 z4 G5 z4 4 br5 : t4 • p •75 0- 15 44_5 4a3,2 59-3 4?,, 6 • 7 lilc , 1 16-26i .46.5., 50.7 62 51-1 • ; 510•16. 1 .4 fi9•'F_ 1 7.:.4 ;1••30 50.2 5.. 4 66,9 54-8 31-40 52.8 57.2 ' 70.4 57.6 'i C ,5 7:1 41-.50 54.9 59.4 • 73.3 60.0 Prj�O ! 41'._ 51-60 5.6.6 61-3 75.5 61.9 : 67_1 1 82.9 It;{L5�1 1/ EMIFEE -.- ... tAJ.tia4i..oADE 1�♦il.El4re • • • • • • • • • • • • • • • • • •• • • • • • • •• • •• . •••• j• GENEPAL,N DES: 1 • Ti4 TABLES>trEAFPt1' 5i-9014LY I'DCAf CRATE. THE iWIt30LCi 1) FORI MF1-1.1yRiYr7 �sP:06L 17P'tfiV0 ,Jr11-riR.F4ai MUTTER ¢.. i+ , • [ ° 1rVDLIOL/','� iPi? [CA€E TD A 5PECI�ICPROJECT. rrf60Q1 RAC30+6 M1.1$T PROPERLY i T 145 c�'8614 PRESSURE ACCORDINOLY b. aU-J THE 'r, TI1t3 Ci11.11 •ID1OI1 AtNO 111 3 h4 0H1.11110r16F UPI it t� 4 fiY T'1E r`I 1 t rW1HJR181Et 2- FL' M.5 NOTE THAT Ji'PF1{F1C Pr,�4JE'T COMI E.j i f3 NOT ANALYZED 013 CERTEFFf f BY Th CI'1` !DICER hIE •5330Ai1.5E 14i 10 STEAL POLI 1=:iT i Oit41 H.5 DRAV U4{313 ONLY Aff-11O;e4,0'Li,i to ICE. CEN5,QI s W11i0L0A0 Ci RE ar`t".EU C4�I ASC.E 7-`:0 F'U15LJC/i.T> -44. :!- NOT USE THIS 911E5T IR T1-IE-�;TE CONDIT i•413 NOT 0118'R 10 €i7 T F T,I�E1.56 (13 f15(!I F, SPE0 ii= Etiatvc o.24 RE IBIRE17 BYTii5CITY0FFIGiet,L6. 5 es i£vEsliv i �Ra'zai 9 E1 SURE ELPciwn 23 7.3j tab--ri Fil 1'E:,02 rind lraoded _.1a i mid c1lici terl� Wan 15.1'0 QUst.k 1; R ye,InnkFl �nirciI1 dweiRga Fir1 8Jing .;4+ 30-R uT Ui> yr ',aJ14 11 t1 v� si CFcwnau feda iliMPIC g1103t6r th 8 1 6 t�411. Fuf 5�dir�l;• : �4texi, 1!(4 11,'s4 its in Biro upveirld a;1E.11c3l f3f .s urn-.6 21ei:3X 11 1n 2N911 ci 30 U ric.6'6 b 681r F= I3h3,' :r,:7s:tr i3 gte3{ r F;,.,;id on ,h..: E4-11\11',115.1 ESQ:jOO ; (Oer1 tuildi151 1:;.cat3din E� :=stirrs5 9. EXPOSURE r, (Seddon 266.7.E -a05 3�'.rrwalwia1h srattc r: t��,l J7a l�iis a;i4h 113 ibt411 Ihan 3G', Pet o n;�f end Q,�ss. s. ENS.$i~ra C ap i'Ib''ti IA.; ;..pe~r!ra l)arxi fldanot al' ly. 5-EIti"p311 E0�Ssctlei126:7>i�-1'IFi4,+inalre4r!stedortAft€;irrIwa.3aaasulFauta'prk'dlt11Itiia.r,,rdridiret.torrfara,disratri •5tt1*iirgik:31144 or 20 { r,, t4ha t;+=.i + `� Moi ,ii1, vili he.'eris giartiar 7.631L111,10 38id5I06650 5 4SLC'SEO.611 r-i-33 'Ig a°uu t',u ir15 11 r'9s13;g. glazing =a �+r•,t .t d l4ili 1 I Irfkomi rssiE.i.trit tiafng tl LULUI[;1 TE ltr+h tie9I 553•W174ts4PH, 176141/1 5.TopOoPtikE 13613)7 !R It;l1 1- (FLAT TERRAiN • 1 IIACT0R F'i •85 (t'r d 13 c 11na111F Fatoei Gthsif��tiFCi!'fp�4`3' ,. - ,. n.oa. Mind lre::. -� Tii..etRARY AREA 10 g.012• n.17 1 STRIP' (alt Th4 smaller CMG u€Fau hii14rie, z i din o;°dfrd:, eELia ht_ara tia. boighkhui 6i31 t.yss. limn J i ib f q(:i' r :oft LL/ « O letst1`roiizorat�1c1IIR iareFtcot311. • • Ig1 1 • 14 f Id. 1 low gay s .41' a,y ''' .am �-1 • ',4 ,,r'- 6ENGiis dt;i4,liii 11;30 9L a must alai Iv !op tithi • • •• • • • • ••• • •• • • • • • • • • • • • • • .0“111311p11 •• � 0 =k ?DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors, Inc. 10100 N. W. 25' Street Miami, Fl. 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance 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 revok• modify, or suspend the use of such product or material within their jurisdiction. RER reserves thq right t4 yoke t1Zi� • • acceptance, if it is determined by Miami -Dade County Product Control Section that this preuu+:t or material fails to . • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy • meet the requirements of the applicable building code. • • • . • This product is approved as described herein, and has been designed to comply with the Floritlti•Building Code, includin• • • • • • •••• TION: Series "160 Sentinel" Aluminum Outswing Glazed Doors w/wo Sid LIV_I • • •• APPROVAL DOCUMENT: Drawing o. " - I ' ev tit e. eries Sentinel 160 Alern Outswing laoor. (L.M.I./S.M.I.)", sheets 1 thru of 13 of 13, inclusive sheet 1.1, prepared by AI-Farooq CorpBfaaitk, dated 01/03/13 and • last revised on 02/13/18, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dadis Coui ty Prq Lontrol• Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Bade County product Conlral • • •• • •• • • Sectiot • •• • •.• • SILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure ratings single and double doors in sheet 2 , single sidelite in sheet 3 and door mullion in sheet 4. For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly. 2. See glazing option in sheets 1 and 1.1 and locking hardware options in sheet 9. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall beconsidered 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 in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews # 14-1015.04 and consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. MIAMI DADE COUNTY 6/I2OI 1s NOA No. 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 Page 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files below) 2. Drawing No.W13-01 Rev D, titled "Series 160 Sentinel Outswing Doors", sheets 1 thru of 11 of 11, inclusive sheet 9.1, prepared by Al-Farooq Corporation, dated 01-03-13 and last revised on AUG 05, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file #13-0226.06) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94(+50.0 PSF, sill S-I only) 4) Large Missile Impact Test per FBC, TAS 201-94 • • • • 5) Cyclic Wind Pressure Loading per FBC, TAS 293-94 • • • • • • • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202%94 • • • •; • • Along with manufacturer's parts and section drawing marked -up drawings•of artrminunf buely/ sidelites, by American test Lab of South Florida, Inc., Test Report No. ATIAM218.0.1-1.2 dated 02/11/2013, signed and sealed by Henry Hatem, P.E. •.... •• 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per F$E•TeiS 20:2 1. • 2) Large Missile Impact Test per FBC, TAS 201-9V • • • • • • 3) Cyclic Wind Pressure Loading per FBC, TAS • • Along with manufacturer's parts and section drawing marked -up drawings.of aluminum sidelites, • issued by Certified Testing Lab., Test Report No. CTLA 3056WC (sample.V) aated 0416/2015,. signed and sealed by Ramesh Patel, P.E • • • • .• . • • • • • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (5th Edition), prepared by Al Farooq Corporation, dated 10/06/2014, 05/19/15 and last revised on AUG 04, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 and -2009. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex clear & color glass interlayer", expiring on 05/21/16. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex CP-Saflex & Saflex HP composite interlayer w/ PET core", expiring on 12/11/18. Jorge M. Plasencia, P.E. Pr duct Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 • E-1 C'GI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/23/14, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. This file NOA revises # 13-0226.06, expiring 08/08/18. 2. Test proposals approved dated 12/16/14 & # 12-0553, dated 04/25/12 approved by RER. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS • • • • 1. Drawing No.W13-01 Rev F, titled "Series Sentinel 160 Alum Outs:wina poor Cl:• T./S.M I.:. sheets 1 thru of 13 of 13, inclusive sheet 1.1, prepared by Al-Farooq•CorporatiQn'dated •• 01/03/13 and last revised on 02/13/18, signed and sealed by Javad ALUM, P.E. •• • • • • • • • • • B. TESTS • • • • • • • • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • • ••••• 2) Uniform Static Air Pressure Test, Loading per FgC`I'AS 202-9 • . 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 26344: • • • • • • • • Along with manufacturer's parts and section drawing marked -up drawings of aluminum tilt w/ sidelites, by Fenestration Testing Laboratory, Inc., Test Report No. FTL 17102 dated 05/19/17, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). ge M. Plasencia, P.E. Prod t Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E-2 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America., Inc. for their "Sentry Glas® (Clear and White) Interlayer", expiring on 07/04/23. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear & Color glass Interlayers", expiring on 05/21/21. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP-Saflex & Saflex HP Composite Glass Interlayers w/ PET Core", expiring on 12/11/18. 4. Notice of Acceptance No. 17-1114.14 issued to Kuraray America., Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayers", expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance to FBC 6th Edition (2017) and of to ncial i itemst • prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by•Javacj zilfrlad, P.E. • G. OTHER 1. This NOA revises NOA #14-1015.04, expiring on 08/08/18. 2. Test proposal #16-0947, dated 07/26/16, approved by RER. •... . . .... . . .. .. . . . . . • • .. • • . . .• . . • • • . . • . .. . .. . • .• orge M. Plasencia, P.E. Prod ct Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 • E-3 z SERIES SENTINEL 160 ALUMINUM OUTSIYING DOOR W/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. DOORS WITH STANDARD THRESHOLD APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. DOORS WITH SADDLE (ADA) THRESHOLD NOT APPROVED FOR WATER INFILTRATION RESISTANCE. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDRIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL _ .075" Safi.CP With Core By 'Eastman Chemical .090" Safex Clear And • •r Gloss — INTERLAYERS— By 'Eastman Chemical Co .090" SentryGlas By 'Kuraray America, Inc.' .090" Trosilol PVB By 'Kuraray America, Inc.' 3/16" ANN. GLASS SILICONE DOWSIL 995 DOWSIL 899 - GE-1200 AT 1/4 POINTS GLASS TYPE 'A' 7/16" OVERALL LAM. CUSS GLAZING OPTIONS 3/16" HEAT STREN'D GLASS & \ _ .075" Saflex CP With PET Core By 'Eastman Chemical Co.' .090" Saflex Clear And Color Gloss INTERLAYERS By 'Eastman Chemical Co.' .090" SentryGlos By 'Kuraray America, Inc.' .090" Trosifol PVB By 'Kuraray America, Inc: 3/16" HEAT STREN'D GLASS SILICONE DOWSIL 995 DOWSIL 899 GE-1200 / 53 AT 1/4 POINTS GLASS TYPE '8' 7/16" OVERALL LAM, GLASS INSTRUCTIONS: • • • • • • • • • • USE CHARTS AS FOLLOWS. STEP 1 • • • • • PRODUCT REVISED as complying with the Florida Building Code NOA-Ne. 17.1226.05 Expiration Date 08/08/2023 By Miami-D8de Product Control DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. • • • DETERMINE DESIGN WIND LOAD REOU(( T 95F�) • • • • • • • CN WIND VELOCITY, BLDG. HEIGHT, WI ZON USING APPLICABLE ASCE 7 STANDARD. STEP 2 FOR SINGLE (X) AND DOUBLE (XX) DOOR CAPACITIES SEE SHEET 2. FOR SiDE PANEL (0) CPPACOjT� jEE SHWTT 3. • • • ELT STEP 4 FOR SIDELTTE COMBINATION WITR QGER • • • SEE MULLION CAPACITY CHART i1TT5•HEET • • • • • • STEP 5 THE LOWEST VALUE RESULTING F•]M STEP• 2, 3 • AND 4 SHALL APPLY TO ENTIRE SYSTEM. STEP 3 • • • • • • • • • • • • • •• •• • • •• • FEB 152012 • • • • • • • • COMP -AN L\W13-01CGI U C 2 2 ENTINEL 160 ALUM 0 01 Lo FAX (305) 593-6592 Ja O 0 8 c i drowing no. W13-01 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • •• • sheet 1 of 13 3/16" TEMPERED GLASS 3/8" AIR SPACE —3/16" ANNEALED GLASS .090" Interlayer Saflex Clear And Color Gloss \By 'Eastman Chemical Co.' r3/16" HEAT STREN'D GLASS SILICONE DOWSIL 995 DOWSIL 899 GE-1200 XL EDGE SPACER ST. STEEL 8Y 'CARDINAL' 0R DURASEAL BY 'QUANEX' 0R SUPER SPACER BY 'QUANEX' OR KODISPACE 4SG TPS BY 'KOMMERUNG' 33 AT 1/4 POINTS GLASS TYPE 'Cl 1" OVERALL INSUL LAM. GLASS 3/16" TEMPERED GLASS 3/8" AIR SPACE -3/16" ANNEALED GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' 3/16" HEAT STREN'D GLASS SILICONE DOWSIL 995 DOWSIL 899 GE-1200 GLASS TYPE 'C2' 1' OVERALL MSUL LAM. GLASS GLAZING OPTIONS XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' 0R KOOISPACE 4SG TPS BY 'KOMMERLING' 3/16" TEMPERED GLASS 3/6" AIR SPACE 3/16" ANNEALED GLASS INTERLAYERS — .090" SentryGlcs By 'Kuraray America, Inc.' .090" Trosifol PV8 By 'Kuraray America, Inc: 3/16" HEAT STREN'D GLASS SILICONE DOWSIL 995 DOWSIL 899 GE-1200 AT 1/4 POINTS GLASS TYPE 'C3' 1" OVERALL INSUL LAM. G1 ARS •• • • • • • • • • •• • • • • • • • • • •• • • • •• • • • •• • ••• •• ••• • • •• • • • • •• • • • • •• •• ••• • • •• •• • • • • • • • • • •• • • • • •• • • •• • • • • • • • •• • XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'OUANEX' OR SUPER SPACER BY 'QUANEX' OR KODISPACE 4SG TPS BY 'KOMMERUNG' FEB 1 5 2018 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 By Mia "Da roduct Control 11/111111irY\ +,.8{p,,,g,; COMP -ANL\W13-01CGI FAX. (305) 593-6592 drawing no. W13-01 sheet 1.1 of 13 • • • • • • • • • • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • t • • • • 6" MAX. HINGES HEAD/SILL SEE NOTE CORNERS BELOW 42" DOOR FRAME WIDTH 3" 2 ANCHORS TYPE A', B' OR 'C' AT STILE ENDS 6 LEAF HEIGHT 83 1/8" NN ■- _R. I ii / 1 / / / �I II l xl D.L. DPG. MAX. 13-5/16" AT - MAX. HINGES / '.r __ -a-___ F ____ \ I\ \ i7.1 ACTIVE ,-j�,,. TYPICAL ELEVATION ( X ) \_1 ANCHORS TYPE 'B' AT STILE ENDS HINGES SEE NOT BELO 6" MAX. HEAD/SILL CORNERS DOOR OPTIONS DOOR FRAME WIDTH O 3. 3. .\ _ / j / I / / / / e R a \ \ II �r FLU BOLT HT SEE ISHET 11 11 _ \ / 3 POINT LOCK SEE SHEET 10 \\ // \// \ \ \ \ 1 I //y1(" '/I.Y ./a ___=o===Y= /1 / / II \ 1 I // 1/ V I _ / - IL ACTIVE 1/+I_` INAC VE 28 1/4" D.L. OPG. TYPICAL ELEVATION ( XX ) SINGLE (X) 0R DOUBLE (XX) DOORS LOAD CAPACITY - ± PSF GLASS TYPES 'A', 'El', 'C1', 'C2' & 'C3' FRAME LEAF WIGTlf THRESHOLD TYPES LOCK SETS INSUL GLASS SPACERS WIDTH (X) WIDTH XX I P STD_ SCH CC BLOW CXL KOD •AN • 37-1/4' 72' SC 35" 80.0 �•AD�A. � 0,0 1 60.0 60.0 60.0 II�OL 80.0 80.0 •I 42" 81-1 80.0 I 80.0 70.0 70.0 80.0 NOTE: VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. NOTE: FLUSH BOLTS AND LOCKS MUST BE ENGAGED TO HEAD AND SILL DURING NOTE: PERIODS OF HURRICANE WARNING. GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 SURFACE APPLIED FALSE MUNTINS MAY BE USED INGES S NOTE BELOW L• 0 IOU WITH SAD •DA) SILL HINGES: 4" X 4-1/2" BUTT HINGES TOP AND BOTTOM HINGES AT 6-7/8" FROM EACH END INTERMEDIATE HINGES EQUALLY SPACED (3) HINGES PER LEAF UPTO 35" LEAF WIDTHS (STD. THRESHOLD ONLY) (4) HINGES PER LEAF ABOVE 35" LEAF WIDTHS (STD. THRESHOLD) (4) HINGES PER LEAF ,ALL WIDTHS (SADDLE THRESHOLD) I• J OCK SFTC- SCH = SCHLACE CC = COPPER CREEK BLD = BALDWIN •• • • • • • •• • • D;KDIS CE ••• ••• • • • •IIAN =• AN OUANEX SUPERSPACER • • • • • • •• • • • • • • • • DOOR D.L.O. DIMS. • • • • • • • • D.L.O. HEIGHT = FRAMG HFjGHT s •12.875'• • � • D.L.O. WIDTH (X DOORS)k FRAME WIDTH-013.75"• D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH - 25)/2 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • FEB 1 5 2018 PRODUCT REVISED • as coi plying with the Florida • uliting,FO1ode • 4No• 17-1226.05 • • gxpiIati f Date 08/08/2023 ••By • Miami-D Produe Control NHRUNI T SIE EDACOY /" 4 4 4 12 • • • • • • • • • • • • • • • • •• •• • • • • • ft:4'1u a U 0 N B 0 8 5 drawing no. W13-01 sheet 2 of 13 43 1/8" SIDELITE WIDTH 6" MAX. HEAD/SILL CORNERS '2/ D.L. OPG. x I I I O _ jI I. 37 1/8" D.L. OPG. TYPICAL ELEVATION ( 0 ) 165 1/2" MAX. 42" 81 1/2' 42" SIDELITE WIDTH 6" MAX. HEAD/SILL CORNERS J a DOOR FRAME WIDTH I� i1 }-,sue (L1 11) / I\ / SEE \ \ \ \ / / / ,,,q�1sa[[[[' / J I i \il \ ii \ II FL 5 801 SEE AI SHEET OPG. jii - / O15ki1`ET010 �. \ \ \ \ 4 1 1 1 //II '/ n II =ter--, II / IV / 11 / / IS ACTIVE 1_1 I INACTIVE __ SIDELITE WIDTH II II II II I II I �11/ SEE CHART FOR QUANTITY HEAD ANCHORS QUANTITY AT STILE & MULLION ENDS ANCHOR TYPE SHIM 'A' '8' •C' 1/4" 4 4 4 3/8" 6 6 6 1/2' 7 7 - FASTENERS SAME LOCATIONS AS ANCHORS SHOWN ON SHEET 2 SIDELTTE LOAD CAPACITY - PSF 0R STAND ALONE STATIONARY PANEL (0) FRAME CUSS TYPES 'A', '8", 'C1' CLASS TYPE 'C2' GLASS TYPE 'C3' WIDTH HEIGHT EXT.(+) TNT.(-) EXT.(+) TNT.(-) IXT.(+) INT.(-) 30" 33" 36' 37-1/8" 39" 42" 84" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 130.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 30" 33" 36- 37-1/8" 39" 42•• 90" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 - - 70.0 70.0 80.0 80.0 30- 33" 36" 37-1/8" 39" 42" 96" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 50.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80,0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - - 70.0 70.0 80.0 80.0 - - 70.0 70.0 80.0 80.0 37 1/8" D.L. OPG. SIDELLTE OPTIONS 28 1/4" D.L. OPG. GLASS INSULATOR IIMITATIONS FOR SUIFIITFS WIDFR THAN 37-1/8" ONLY 90" & 96" HEIGHTS FOR GLASS TYPES 'C2' & 'C3' QUANEX DURASEAL & SUPERSPACER NOT ALLOWED 28 1/4" D.L. OPG. TYPICAL ELEVATION ( OXXO ) •• • FOR GLASS TYPE 'C3' • CARDINAL XL (LIMIT MAX. LOADS TO ±70.0 PSF) • • • •• ••• 37 1/8" 4 ANCHORS TYPE 'B' AT STILE AND MULLION ENDS • • • • • •• • • • • ••• •• • • ••• •• ••• • 3 • • • SIDELLTE D I .0. n1MS, • • • • • • D.L.O. HEIGHT = FRAME HEIGHT - 12.8* • • `• •• • D.L.O. WIDTH = SIDELLTE WIDTH - 6" STAID ALOT •SIDELLTE ALLY • : • D.L.O. WIDTH = SIDELITE WIDTH - 4.875 SIDELITE TO DOOR ONLY D.L OPG. SURFACE APPLIED FALSE MUNTINS MAY BE USED NOTE: THE FRAME AREA OF ALTERNATE SIZE MUST NOT EXCEED TESTED FRAME AREA = 110.3 S0. FT. • • •• FEB 1 5 2A18 PRODUCT REVISED as complying with the Florida • BuilAting Code • • WA-Mb. 17-1226.05 • • • • • • • Exiiirallon Date 08/08/2023 • • • • • BYE Mad6P a Da r*duct Control '1I111 I1j) 4 • '/-Pdo.`40592 -'r ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • S Fin 2 eel Lel COMP-ANL\W13 16 O W p W v, c N 0) 1,13 - 3.n T- o c 30 0 ,g 0 Uo-j G Cr 05g5g�1 `uU =o 8 11 GENERAL REVISIO 5 6 8 2 drawing no. W13-01 sheet 3 of 13 DESIGN LOAD CAPACITY - PSF DOOR SIDELITE SIDELITE TO DOOR MULLION SIDELITE LEAF FRAME (SEE NOTE BELOW) WIDTH INCHES WIDTH INCHES HEIGHT INCHES EXT.(+) INT.(-) 24 80.0 80.0 30 80.0 80.0 33 80.0 80.0 36 39-3/4 84 80.0 80.0 37-1/8 80.0 80.0 39 80.0 60.0 42 80.0 80.0 24 80.0 80.0 30 80.0 80.0 33 80.0 80.0 36 39-3/4 90 80.0 80.0 37-1/8 80.0 80.0 39 80.0 80.0 42 80.0 80.0 24 80.0 80.0 30 80.0 80.0 33 80.0 80.0 36 39-3/4 96 78.3 78.3 37-1/8 77.2 77.2 39 75.4 75.4 42 72.6 72.6 SIDEIUTE WIDTH LEAF WIDTH DOOR FRAME WIDTH SINGLE (X) 42" MAX. DOUBLE (XX) 61-1/2" MAX. SIDEI.ITE TO DOOR NOTE: FOR DOORS CAPACITY SEE SHEET 2 FOR SIDELITE CAPACITIES SEE SHEET 3. FOR SIDEUTE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDELITE, DOOR/SIDEUTE OR DOOR/DOOR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. DOOR FRAME SIDELITE WIDTH ' I` mom / 0- ,/ \ o \ \ \ o- ( XO) (0X) SIDELITE DOOR FRAME SIDELDE WIDTH WIDTH I ` WIDTH i% '.i o\ / / / /A / \ \ EH-- 5 T SIDEUTE DOOR FRAME - WIDTH WIDTH © a II //i \\� // //E �i5\� \ \ \ / / / \ / MULLION ENO ANCHORS SEE SHEET 3 ( 0 PRODUCT REVISED FEB$ as complying with the Florida 52018 • • • • • • • • NOA-lunglo ode -5-21 • • • •: • gxpir4ton Date et0421 • • .• . iy ••/ -t. •--•-�• • • Mia rDa ro uci GontrBl DOOR STILE END ANCHORS SEE SHEET 1 ( 0X0 ) SIDELITE DOOR FRAME DOOR FRAME DOOR SIDELITE FRAME WIDTH WIDTH WIDTH < ' / .j"i \ / / \V_ / • ,,\ \ o %i . �i / \ / \ / \ / \ / •S •, ( XOX ) SID ELITE WIDTH ` . WIDTH ,4 WIDTH `T. •I ViS11� \ aitIedwomm• / ( 0XX0 ) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) • • ,•. • • • • • • • AND FLORIDA BUILDING COMMISSION • DECLARATORY STATEMENT DCA05-DEC-219 • • • •• • • •• ```/1IIIIIiii, •• •e• •• • • • •• ,PP"Mq, .'11y1GEN4.,: J '-' 1 705E2 :.I, - V 0 a 0 U 5 FAX. (305) 593-6592 0 5' 3 4 2 E 0 c 5 drawing no. W 13-01 sheet 4 of 13 • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• • • • • • • • • • • • EDGE DIST. • CONCRETE. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 0 POURED & HARDENED HIGH STRENGTH GROUT t'c - 5000 PSI MIN. NOT BY CCI WINDOW U MUST TRANSFER SHEAR 0LOADS TO STRUCTURE 0 LOAD BEARING 0 r 0 / (SOLID SHINS `• =\ © OPTIONAL TO GROUT) 0 x Nel EDGE DIST. TIPICAL ANCHORS SEE ELEVATIONS FOR SPACING STANDARD THRESHOLD APPROVED FOR WATER INFILTRATION RESISTANCE TYPICAL ANCHORS SPE ELERIRMS • • CFOR•SPACIIC • • • • •• • SADDLE (ADAI TR*ESSOLD • • • • NOT APPROVED FOR WATER IN?ILTRATIOA RESISTANCt LIMIT MAX. DESIGN LOADS TO t70.0 PSF • • • • • • •• • • • • • • • • • • • •• • • • • • DOOR DETAILS • FEB1 5 2018 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 By Miss d$roduct Control S 10 a L 0 G 0 0 0 drawing no. W13-01 sheet 5 of 13 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 1BY WOOD BUCK SEE NOTE SHEET 1 0 tO TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING E A'- 1/4' DIA. ULTRACON BY 'ELCO' (Fu-177 K51, Fy=155 KSI) MIN. LENGTH = 2-3/4" INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD) 4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS TYPE 'B'- 1/4" DIA. ULTRA MIN. LENGTH = 2-3/4" DIRECTLY INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4". MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) TYPE 'C'- 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRs) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED 0R PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. KSI, Fy=155 KSI) WOOD AT HEAD OR JAMBS SG 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. ANCHORS MAY BE HEX 0R FLAT HEAD. 28Y WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 Ft 5 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING r EDGE DIST. /1,, 1111111 ` 1F�n TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING •• • • • • • • • • •• • • • • • • • • • • . • • • • • • •• • • • •• • • • •• • ••• •• ••• • •• • • • • • • • • • •• • • • • • • • • • • • • •• • • • • •• • • •• • • • • • DaOR DElAILS 1 • METAL STRUCTURE 5 0 rI �, MIAMI-DADE COUNTY APPROVED CLIPPED MULLION SEE SEPARATE NOA FEB1 5 201E TYP CAL ANCHORS SEE ELEVATIONS FOR SPACING PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17.1226.05 Expiration Date 08/08/2023 By Miami`-Dadoduct Control COMP-ANL\WI3-01CGI FAX. (305) 593-5592 EE 9 x c a o - ,o J2 8 2 drawing no. W13-01 sheet 6 of 13 • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • •.. • • 3/E" MAX. LOAD BEARING SHIM , TYPICAL ANCHORS SEE ELEV. FOR SPACING OV N w o METAL STRUCTURE I/2" MAX. LOAD BEARING' CONCRETE OR MASONRY TYPICAL ANCHORS • SEE ELEV..' FOR SPACING. @ OR ACTIVE LEAP mos 4 3 -;_ OM ME Z 1 /2" MAX. LOAD BEARING SHIM OPG 0-41 0 EXTERIOR LEAF WIDTH DOOR FRAME WIDTH 1BY WOOD BUCK SEE NOTE SHEET 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING ©SRl EXTERIOR • LEAF WIDTH •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• PRODUCT REVISED as complying with the Florida Building Code NOA-INN. • ill V226.0�•• ••• •••• •••• Expirairoi bate i : 08/ 023• • • • • • • • • •• • • By • • •• • Mla -D • :Trod ct Control 1 D OR DertILS1 • FEB 1 5 2018 1/2" MAX. LOAD BEARING SHIM EEi 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING to41°U U 0 FAX. (305) 593-6592 `ua 8L� a c a .2 0 g. 0 c fl drawing no. W13-01 sheet 7 of 13) ••• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • TYPICAL ANCHORS _ SEE ELEVATIONS (D©® �__.\a /� , Ip V o _ ,-.•EDGE'DI$T. . FOR SPACING O MATING JAMB FASTENERS "- - '. it4FOR LOCATIONS Z m m - >CONCRETE . .CONCRETE,:: 0�� JAMB SPACING O f 4 i - \ ONES FOR a ''-1� 1i s q 6 �,., pli o w q 0 4*12 re N ti j 0- A �4int = =O J�( a .1m_Iis: i =L o 4.1.'+ PRODUCT REVISED O,' D a EXTERIOR 0 ©0 ®® as complying with the Florida Building Code NOA-No. 17-1226.05 W 2 Q e IL z VI= n a 8f © Q w Oi I Expiration Date 08/08/2023 E h B .� ji LEAF WIDTH D.L. OPG. Miam Control = 1 DOOR FRAME WIDTH a roduct SIDELITE WIDTH 4LUM OUTSWING DOOR (u.ii./S.M and Doors, Inc. 5TH STREET 72 90 FAX. (305) 593-6592 14 ni I eL I' I I i. 42" MAX SINGLE (X) 81-1/2" MAX. DOUBLE (XX) 7/2" MAX. x x a 0 II ii-_n LOAD BEARING. SHIM . "; O O MATING JAMB FASTENERS a h 12 3 n „� x o o W x it - . CORNCRETE ,` O 0 0 0 FOR LOCATIONS SEE DOOR JAMB SPACING © 2 ON SHEETS 2& 3 = •O 3 C Z N 3 O W I: I' ' 0 g n MASONRY a 'EDa 1r ' I c A Ill ' 41 r l i o 1 jI�N-=�6 _ 19 M." CD 111111 81 l I. w ! Y I -h � u o u II iII II i f ED 6 \- n EXTERIOR '.2 u 5 8 f ffi g- � I m © D.L. OPG. LEAF WIDTH .a TYPICAL ANCHORS / SIDELRE WIDTH DOOR FRAME WIDTH iri 4" ELELONV. SEE ELEV. 42' MAX. SINGLE (X) • • • • • • • / ( ) • • • • 61-1 2" MAX. DOUBLE XX o, 8 a ` 0 0 8 o 3 FOR SPACING • • • °KRA:E . v o c ., .. © •. n ,a < _ •• :DT • • • • • • • • • • ` x0 i 111 1 11,1 /j , • • • • • AP11LY BEAL.U1T •41) e�' • • • • • • • BEFORE•MATBIC • • �`� �P,®, �••!-z ,` 1 ` N FEB 1 5 (�� - '\.Md TO g2 1D18 - ^., n_ o y �. I. -. o a • ••• •• ••• 9 • • • • • •••'/ •_ ". -` tdl` CONCR TE. d ;. NOTE: LIMIT SF!IM TO MLVAL STRIJC1IJRE AA JAMBS Tp 71r 8"• • i - • • • • • • • • • • t T • • • • • • • • • • a • •'> ` c E OF Oj f0!. •�®� drawing no. 1 TYPICAL ANCHORS EDGE GIST. SEE ELEVATIONS • • •,, DFZ'AILS • mil SSe ll�i W 3-0 FOR SPACING JIDELITE �� ������ (sheet 8 of 13) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • ITEM PART Na. QUANTITY DESCRIPTION MATERIAL MFG. / REMARKS 1 AL-189 AS REQD. FRAME HEAD & SILL 6063-T6 KEYMARK / SAPA 2 AL-190 AS READ. FRAME JAMB - 6063-76 KEYMARK / SAPA 3 AL-196 AS READ. SIDELRE HEAD & SILL 6063-T6 KEYMARK / SAPA 4 AL_197 AS READ. FREE STANDING SIDELITE JAMB 6063-T6 KEYMARK / SAPA 5 AL-198 AS READ. MATING SIDELITE JAMB 6063-T6 KEYMARK / SAPA 6 AL-193 AS READ. PANEL TOP & BOTTOM 6063-T6 KEYMARK / SAPA 7 AL-194 AS REQD. PANEL VERTICAL STILE 6063-76 KEYMARK / SAPA 8 AL-199 AS RE00. SHEAR BLOCK 6063-T6 KEYMARK / SAPA 9 AL-191 AS REQD. FRAME HEAD & SILL SCREW COVER 6063-T5 KEYMARK / SAPA 10 AL-192 AS REGD. FRAME HEAD & SILL SLANTED SCREW COVER 6063-T5 KEYMARK / SAPA 11 AL-121 AS REDD. GLAZING BEAD (7/16" LAM.) 6063-T5 KEYMARK / SAPA 12 AL-123 AS REDD. GLAZING BEAD (1.000" INSUL.-LAM.) 6063-T5 KEYMARK / SAPA 13 AL-200 - AS RECD. SHEAR PLATE 6063-76 KEYMARK / SAPA 14 AL-195 AS REQD. ASTRAGAL 6063-T5 KEYMARK / SAPA 15 AL-508 AS RECD. FREE STAND JAMB SCREW COVER 6063-T5 KEYMARK / SAPA 18 AL-540 A5 REQD. SADDLE THRESHOLD (ADA COMPLIANT) 6063-T6 KEYMARK / SAPA 17 HD-4503PL AS RE00. THREE POINT LOCK A55Y. (AT ACTIVE PANEL, USED BY ALL OPTIONS) METAL CGI PROPRIETARY 18 HD-1204 AS READ. FLUSHBOLT ASSEMBLY (AT INACTIVE PANEL, USED BY ALL OPTIONS) ALLOY. STEEL CGI PROPRIETARY 19 HD-5455 PASS A5 REQD. LEVER LATCH LOCK, AT ACTIVE PANEL LOCK SET OPTION 1 BRASS BALDWIN 20 HD-5455 AS REQD. DUMMY LEVER, AT INACTIVE PANEL 21 HD-8231 AS REQD. DEADBOLT (THUMBTURN), AT ACTIVE PANEL 22 J10 TORSOS AS REQD. LEVER LATCH LOCK, AT ACTIVE PANEL LOCK SET OPTION 2 BRASS SCHLAGE 23 J10 TOR605 AS REQD. DUMMY LEVER, AT INACTIVE PANEL 24 JD60 AS REQD. DEADBOLT (THUMBTURN), Ai ACTIVE PANEL 25 HD-34-10116 AS REQD. LEVER LATCH LOCK, AT ACTIVE PANEL LOCK SET OPTION 3 BRASS, STEEL COPPER CREEK 26 HD-34-10116 A5 REQD. DUMMY LEVER, AT INACTIVE PANEL 27 HD- 0B2410 AS REQD. DEADBOLT (THUMBTURN), AT ACTIVE PANEL 28 HD-537 AS REQD. LATCH LOCK STRIKE PLATE S. STEEL - 28A - 2 /PLATE #8 X 3/4" PHP. FH SMS (STRIKE PLATE ATTACHMENT) S. STEEL - 29 HD-538 AS REQD. DEADBOLT STRIKE PLATE S-sTELL - 29A - 2 /PLATE $0 X 3/4" PHP. FH SMS (STRIKE PLATE ATTACHMENT) S. STEEL - 30 HD-535N AS REQD. LATCH LOCK STRIKE PLATE SHIM NYLON CGI 31 HD-390P AS REQD. LATCH LOCK & DEADBOLT STRIKE PLATE TRIM NYLON CGI 32 HD -STRIKE. BOX AS REQD. LATCH LOCI & DEADBOLT PROTECTIVE OUST BOX NYLON COI 33 HD-525-9-REV 2 /LOCK'MECH. BOLT LOCK ASSEMBLY S. STEEL CGI 33A H0-533C 1 /FLUSHBOLT FLUSH BOLT GUIDE (TOP & BOTTOM) CAST (ZINC) CGI 34 HD-CH-108 4 /LEAF 4-1/2" x 4" HINGE ALUMINUM CGI PROPRIETARY 35 HD-A8800-US32D 4 /LEAF 4-1/2" x 4' HINGE BRASS HAGER 36 HD-A0800-US 4 /LEAF 4-1/2" x 4" HINGE S. STEEL PAGER 37 03/8"-16 ROD 2 /LEAF 03/8"-16 FULLY THREADED ROD (ZINC PLATED) STEEL - 38 WS-382V AS REQD. GLAZING BULB (DUROMETER 75/80) PVC PROTOTYPE 39 WS-W33321 AS REQD. .187" x 320" ULTRA SOFT FIN WEATHERSTRIP - ULTRAFAB 40 HD-203 2/LEAF SHOOT BOLT PROTECTOR, AT DOOR FRAME HEAD & SILL PVC - 41 HD-12-10042 AS REQD. .350" REACH POCKET SEAL (FRAME PERIMETER GASKET) - AMESBURY 42 WS-32011 AS RE00. FOAM-TITE CLOSED CELL FOAM COMPRESSION SEAL - •JCSB•R• • • •.1. 43 HD -CLIP ANGLE 2 /EACH 2 x 2 x 1/4" CLIP ANGLE (ADA THRESHOLD TO JAMB ATTACHEMENT) ALUMINUM 7 • - • • • • • ♦F0� 44 - 3 /CORNER /10 x 1-1 /4" PHP. PH. SMS. (PANEL & FRAME ASSEMBLY) S. STEEL 0' •- • • • • 7`c 45 - SEE ELEV. #14 x 3/4" HH. TEK (MULLION ATTACHMENT) 5. STEEL • - • • • • • • • 6#Slid 46 - 8/HINGE , 4/CUP /12-24 x 1/2" PHP. FH. UC. THREAD FORMING 5. STEEL - NOR-N 47 - 2/EACH g6 x 1/2" PHP, TH. SMS. (ASTRAGAL ATTACHMENT) S. STEEL - Expira 48 - 1/EACH #10 x 3/4" PHP. PH. SMS. (BOLT LOCK / FLUSHBOLT GUIDE ASSY.) S. STEEL - 6y 49 03/8"-16 NUT 4 /LEAF e3/8"-16 SERRATED -FLANGE NUT (ZINC PLATED) STEEL• • • -• S • •• • • WRa:11 50 - 2 /FLUSHBOLT #8-32 x 1/2" PHP. PH. MS. (FLUSHBOLT ASSEMBLY) S. STE% • - • • • • 51 HD -DOOR SWEEP 1/EACH DOOR SWEEP (OPTIONAL), SECURED W/ $6 x 1/2" PHP. PH. SMS. ALUMINUM• SCREN TE•H • • • li, 52 HD-34-10003 1 /SCREW HOLE INSTALLATION SCREW HOLE PLUG (AT DOOR FRAME JAMBS ONLY) townie." - •• • • • • • 53 - 2/ LITE SETTING BLOCKS EPDM DUROMETER 8035 SHORE A ACTIVE LEAF OPERATION OF DEADBOLT (WITH KEY FROM THE EXTERIOR OR THUMBTURN FROM THE INTERIOR) ACTIVATES THE THREE-POINT LOCK MECHANISM REGARDLESS OF LOCI SET OPTION INSTALLED. EXTERIOR fDUMIAY SECTION AT DEADBOLT LOCK SECTION AT LEVER LATCH LOCK SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED • • • • GE SCS2000 SILICONE SEALANT. • • • U� tEWSED Ipl with tile Florida o. • d • 171226.05 :Ion Date 0$L08/2023 Dad-ey!'rdluct Control • • • • • • • • • • • • • • • • •• • FEB 1 5 2018 INACTIVE LEAF WITH 0 FAX. (305) 593-6592 1 0 g c drawing no. W13-01 sheet 9 of 13 000 • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • 000 • • UNLOCKED POSTION LOCK (ACTIVE) STILS ASTRAGAL P10-24x2-12• PHA. PH. 55. M5. 0.457(OD) x.031' NYLON WASHER 0.295 (OD) x .040 x 2' 5. STEEL5PRING 0.457 (OD) x .09I • NYLON WASHER TOP HEX ROD WITH COUPl1NG NUT (L.STILE HT: 49.8759 NYLON SPENCER. BLOCK 03.500• S. STEAL WHEEL BOTTOM HEX ROD W%COUPLING NUT 50u5TH=34') 11 4, 010 LOCKED POSITION °--' • • •• PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 By Miaai Product Control • • • it • • • )11111101!\\ ):• UCF3.1•gF•••.. FEB1 5 201E No. • • • • • • • • =r1 :,_= • • + •� • • • • • • • • S[fAY F [y (15 drawing no. • - • •• • , oiNIrite �� SERIES SENTINEL 160 ALUM OUTSWING 000R (L.M.I./S.M.I.) FAX. (305) 593-5592 o7 GENERAL REVISIO NO CHANGE THIS SHEET n. c" • • • • r • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • ••• ••• • • • • • • • • • • • • • •• •• •l• • • AAITT��` sheet 10 of 13) L 0 0 d L UNLOCKED POSITION LOCK (INACTIVE] 5TI11: LOCKED POSITION 12' FROM EACH END (TYP) a PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 By Mia 1-Da•r°''roduct Control NOTE • • • FLOSH•BOLT•4• INACTIVE STILE • • • • •(P,�2TL . T♦P END SECTION SHOWN, BOTTOM END SIMILAR) • • • ••_ •• • • • •• FEB1 5 2018 •• ••• • • • • • • • • • •• • • • • • • • • • • •• • • • • •• • • • • • •• • ``• �'�•�tCEN3f-••'Cl ('V 0 0 0 0 0 Ia NO CHANCE THIS SHEET c drawing no. W13-01 sheet 11 of 13 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 DOOR FRAME HEAD/SILL Li 7.J O FRAME COVER 3.825 2.458 6.438 1.625 1.755 ro 0 .075 SIDELITE TOP & BOTTOM FRAME r1.587- 1 1.625 .062 • SILL COVER 4.495 r-1.788 0 5.500 - 1.410 O TOP & BOTTOM RAIL • SIDELITE JAMB COVER O HINGE & LOCK STILE O 4 ASTRAGAL ADAPTER r 135_1 (7 • + )) .625 �1 622 SHEAR BLOCK 185 -�iI�.175 13 SHEAR BLOCK PLATE c.1_25 .500 Ir 4.000 16 SADDLE THRESHOLD 0 DOOR FRAME JAMB 3.005 2.000-1 4.000 1.462 •G90 ''II��^^-- 500 u� .075 .070T .420 7 1.465 0 SIDELITE FRAME JAMB 1.061 .310 .080 1.465 505 • 4.000 • .200- - .870 M- • • • O • • • SIDELITE MATING JAMB -- 1-0-.675 .995 I - I{--050 •• •• r • • • • • • • • • • • '164 • • • • t1 •• • • • • • • • • c : stQP; (L! , L;sst • • . . • • • . . •• 12 • �.184 • • • •• GLASS STOP (NSUL. LAM. • GLASS) • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • FE81 6 2018 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 By Mia roduct Control 5 U REV PER RER COMMENTS c -11 drawing no. W 13-01 sheet 12 of 13 HOLE CAP 37 ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS MATING JAN18 j FASTENERS SEE SHEET 8 FOR DETAIL DOOR FRAME TOP & BOTTOM CORNER LEAF TOP & BOTTOM CORNER ACCESS HOLE 0 0 It/ 46 SIDELITE JAMB CORNER TOP & BOTTOM 0 • • • • • •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • •• • SA_DJ)1 E THRESHOLD CORNER 0 ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS 0 SIDELITE MATING JAMB CORNER TOP & BOTTOM PRODUCT REVISED as complying with the Florida Building Code NOR -No. 17.1226.05 Expiration Date 08/08/2023 By Want* Product Control FEB1 5 2078 4.'L10ENgF.. O ;I - LY - 70592 ..® S TE CF .ALL RIDN.•' 4• r ••• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • 4.4 2 0 -J 8 S 8 U C Vi O W CC 17 N C O = 0 8 3 N M � D M n a 3 8 30 _8 o U FAX. (305) 593-6592 a 5 drawing no. • W 13-01 sheet 13 of 13 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade 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 Florieta Iuildir g 0.04, including the HidVPIar.;hr T-T --- CRIPTION: Series "FD-101" Aluminum Outswing French Doors w/wo Sidelites— Li PROVAL DOCUMENT: Drawing No. 11005-1 Rev G, titled "Alum. French Door &•Sitletites through 15 of .1.), Anthony Lynn Miller, P. E., bearin• the Acce - - . • • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www. miamidade.gov/economy •• • • •• • . • ••.• �. I eeesl.• , signed oil isealed•by• • • Miami —Dade County Product Control Revisidrt strip with• the Notice bf•; • • ntrol Sectoon.• . •• • • • • • •. .. . • , XO, XXO, O34X:OXO and OXXO configurations. • e or table 2 shall control. 2. Standalone X, XX and 0 configuration unit do not required, reinforcement (item #22). 3. Applicable Egress operable doors must comply with min clear width & height per FBC, to be reviewed by AHJ. 4. lx or 2x buck to be properly secured to sustain imposed load and to be reviewed by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", 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 in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises. NOA #16-0629.17 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. xpira ion • ate .y t e ' iami— r a ISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: les 1 or 2 (sheet 2) requires full length reinforcements i MIAMI-DADE COUNTY APPROVED NOA No. 17-0504.01 Expiration Date: October 18, 2022 Approval Date: September 28, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files # listed below) 2. Drawing No. 11005-1 Rev F, titled "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 04/04/2012 and last revised on 09/08/16, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test report on 1) Uniform Static Air Pressure Test, 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 Aluminum Sliding Glass Doors (w/ TPS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Labpratcgy, Inc'. t'Repo4 • • • No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and Of4204116, all fignied & . • sealed by Idalmis Ortega, P.E.(submitted under file 1416-0629.17) • • • 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FgTIh 202-94' ' 2) Large Missile Impact Test per FBC, TAS 201-94•;;;;• ; • 3) Cyclic Wind Pressure Loading per FBC, TAS 20344 • • . .. Along with marked —up drawings and installation diagram of fixed sidelite (€ wf insulated•Iaininated• • • • glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(4 FZL=-6864, dAted •. 04/02/12, signed and sealed by Marlin D. Brinson, P. E. (Submitted under fIes #•f2-0516) #11- • 1013.22) 3. Test report 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, TAS 202-94 Along with marked —up drawings and installation diagram of Aluminum outswing doors w/sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Reports No FTL-5212, dated 05/05/2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under files # 12-516.02/#11-1013.22) C. CALCULATIONS (Submitted under file #15-0528.24) 1. Anchor verification calculations and structural analysis dated 05/22/15, complying with FBC- 214.(5th Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies w/ ASTME-1300-02, 04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 17-0504.01 Expiration Date: October 18, 2022 Approval Date: September 28, 2017 E - 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Kuraray Butacite PVB Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) former Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/16. F. STATEMENTS (Submitted under file #15-0528.24) 1. Statement letter of confonuance to FBC 2014(5th edition) and letter of no financial interest, prepared by PGT, dated 05/22/15, signed and sealed by Lynn Miller, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA #15-0528.24, expiring 10/18/17. 2. Test proposal # 16-0152 dated 03/09/16 approved by RER 3. Test proposals dated Jan 18, 2017 and 02/15/12 approved by Jaime D. Gascoar, P.E.'....' .. . .... 2. New Evidence submitted •.• .• . • A. DRAWINGS 1. Drawing No. 11005-1 Rev G, titled "Alum. French Door & Sidelites, Impact", %httts 1 through 15 of 15' • • • dated 04/04/2012 and last revised on 09/17/17, prepared by PGT Industries, siinegd'aiad sealed 6y.Anthoiy" • Lynn Miller, P.E. ••••• B. TESTS 1. None. • .• • . • .. •• • .• . . . • .•• . C. 1. Anchor verification calculations and structural analysis dated 08/01/17, complying with FBC- 2014 (5TH Edition) & 2017(6th Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies w/ ASTME-1300-02, 04 & -09. D. 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1 Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Trosifol: Ultra clear, clear & color PVB glass interlayer" (former "Kuraray Butacite PVB Interlayer)", expiring on 07/08/19. 2. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) former Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5th edition), FBC 2017(6th edition) and letter of no financial interest, prepared by PGT, dated 08/01/17, signed and sealed by Lynn Miller, P.E. G. OTHER 1. This NOA revises & renews NOA #16-0629.17, expiring 10/18/22. Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 17-0504.01 Expiration Date: October 18, 2022 Approval Date: September 28, 2017 E-1 SERIES 101 OUTSWING, IMPACT RESISTANT FRENCH DOOR AND SIDE LITE 1) GLAZING OPTIONS: SEE BELOW. 2) DESIGN PRESSURES: (SEE TABLES 1-4 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3) CONFIGURATIONS: X, 0, XX, XO, OX, XXO, OXX, OXO, AND OXXO. 4) ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8-11. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. 5) SHUTTERS ARE NOT REQUIRED. 6) SEALANTS: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7) REFERENCES: TEST REPORT FTL-4964, 5212 & 6864; ELCO ULTRACON & CRETEFLEX NOA'S 8) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE. APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION (AHJ). INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE, DP REQUIREMENT (LBS/FT') FOR THE OPENING USING THE ASCE-7 STANDARD. 2) ON SHEET 2, TABLES 1 & 2 REFER TO PRODUCTS THAT ARE REINFORCED. TABLES 3 & 4 REFER TO PRODUCTS THAT ARE UNREINFORCED. DETERMINE THE DESIGN PRESSURE OF YOUR PRODUCT USING THE APPROPRIATE SET OF TABLES. EXAMPLES ARE GIVEN ON SHEET 2. THIS DESIGN PRESSURE NEEDS TO BE HIGHER THAN THE OPENING'S REQUIRED DESIGN PRESSURE FROM STEP 1. 3) DETERMINE YOUR ANCHOR GROUP FROM TABLE A, THIS SHEET AND YOUR GLASS TYPES, (A - D), FROM THE GLAZING DETAILS ON THIS SHEET. 4) FROM SHEETS 7-13, FIND THE SHEET THAT PERTAINS TO YOUR PRODUCT AND DETERMINE THE ANCHOR QUANTITIES REQUIRED. 5) ANCHORS ARE TO BE INSTALLED USING THE LOCATION GUIDELINES GIVEN IN THE NOTES ON SHEETS 7-13. SHEET 14 & 15 SHOW INSTALLATION CROSS -SECTIONAL DETAILS. 3/16" HS GLASS .090" PVB1 OR PVB2 INTERLAYER 1/8" AN OR HS GLASS EXTERIOR 3/8" NOM. GLASS STACK DESIGN PRESSURE RATING IMPACT RATING SEE TABLES 1 -4 ON SHEET 2 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE TABLE A. Anchor Group Anchor Type Frame Member Substrate Min• Edge Distance Min. Embedment or Metat Thickness co Fy=155 ksi, F"=177 ksI All Concrete (min. 2.85 ksi) 1-3/4" 1-3/8" Jamb Hollow Block (ASTM C90) 1-3/4" 1-1/4" J114' 410 SS Elto CreteFlex® 2 F=127.4 ksi, F, 189.7 ksi All Concrete (min. 3.35 ksi) 1-3/4" 1.3/4" Jamb Hollow Block (ASTM C90) 1-3/4" 1-1/4" All Southern Pine (SG = 0.55) 1" 1-3/8" 3812 Steel SMS (Gr. 5) At Southern Pine (SG = 0.55) 9/16" 1-3/8" All 6063-T5 Aluminum 3/8" 1/8" 1) ALL ANCHOR HEAD TYPES ARE APPLICABLE. 2) MIN. OF 3 THREADS BEYOND METAL SUBSTRATE 3) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. CODES / STANDARDS USED: °2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION 02014 FLORIDA BUILDING CODE (FBC), 5TH EDITION .ASTM E1300-09 °ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION °ALUMINUM DESIGN MANUAL, ADM-2015 O AISI S100-12 OAISC 360-10 3/16" HS GLASS .090" PVB1 OR PVB2 INTERLAYER 316" AN OR HS GLASS 1/2" GLASS BITE 3/8" LAMI NOM. GLASS TYPE A, (PVB1), GLASS TYPE B, (PVB2) • • • • • • AN=ANNEALED • • HS = HEAT -STRENGTHENED• TP = TEMPERED •• 7/16" NOM. GLASS STACK 1/2" GLASS BITE • • • • • • •m6" LAMI MOM. • • • GLASS TYPE C, (PVB1), GLASS TYPE D, (PVB2) • • • •• ••• • • • • •• • • • • • • • 13/16" GLAS GENERAL NOTES 1 GLAZING DETAILS1 DESIGN PRESSURES 2 VERT.SECTIONS 3 HORIZ. SECTIONS 4 PARTS LIST 5 EXTRUSIONS 6 ANCHOR QUANTITY 7-13 INSTALLATION 14-15 M. TACK 8" HS GLASS 1/4" AIR SPACE 16" TP GLASS 71 CD 0 0 3/16"HS • •SS .090" PVB1 OR PVB2 INTERLAYER 1/2" GLASS BITE EXIERIOR 13/16" LAMI IG NOM. GLASS TYPE E •• • • • • • • • • • • •• • • • • PVB1« .090" TReSIFOL4 PVB BY KURARAY AMERICA, INC. PVB2 = .090" SAFLEX/KEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO. PROM( f REVISED n yl $+Mb IbeB1eehY1 Acceytasce N• IT-O- `l• D i 6splr•N•• DNc E 2 72 HEh Product Culled F) REORGANIZED SHEETS AND UPDATED TO FBC 2017, ADDED TABLE A & ALUM. SUBSTRATE. - JR • 04/10/17 N 0 0 al°o ALUM. FRENCH DOOR & SIDE LITES, LM a17!1 2 to 0 rn cc to Z w AO wawa NOTES AND GLZ. DETAILS "sap A. LYNN MILLER, P.E. P.E.# 58705 (7 "aa 5!) 0 °N OMO rn IL 0 ua5 • • • '• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • DESIGN PRESSURES FOR REINFORCED DOORS, ALL GLASS TYPES X FRAME WID XX FRAME WIDT FRAME HEIGHT 8. 79 3/4" 7° 87 3/4" 91 3/4" 8° - 95 3/4" 3° 371/2' 6° 71,1/4 5.0 -75. +75.0 -75.0 75.01 -755.0 -75.-6->75.0 -75.0 • DESIGN PRESSURES FOR REINFORCED SIDE LITES GLASS TYPES FRAME WIDTH FRAME HEIGHT 68 - 79 3/4" 7° - 83 3/4" 87 3/4" 91 3/4" 8° - 95 3/4" A 27 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.01 -75.0 +75.0 -75.0 36 1/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2 38 3/4" +75.0 -75.0 +74.9 -74.9c70.4 -70. 66.6 -66.6 +63.1 -63.1 B, C, D OR E 36 3/4" .0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 FOR MAX. SIZES OF COMBINED UNITS, SEE SHEETS 10-13. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE. APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION (AHJ). EXAMPLE 1, (USING TABLES 1 & 2): XO WITH GLASS TYPE B, REINFORCED, 33-1/2" WIDE X 79-3/4" HIGH SINGLE DOOR WITH 18" X 79-3/4" SIDE LITE (SEE NOTE 8) DOOR DESIGN PRESSURE = +75 / -75 PSF SIDE LITE DESIGN PRESSURE = +75 / -75 PSF OVERALL DESIGN PRESSURE = +75 / -75 PSF EXAMPLE 3, (USING TABLES 3 & 4): OXO WITH GLASS TYPE C, UNREINFORCED, 30" WIDE X 87-3/4" HIGH SINGLE DOOR WITH (2) 26" X 87-3/4" SIDE LITES (SEE NOTE 8) DOOR DESIGN PRESSURE = +43.6 / -43.6 PSF SIDE LITE DESIGN PRESSURE = +47.2 /-47.2 PSF OVERALL DESIGN PRESSURE =+43.6 /-43.6 PSF EXAMPLE 5, (USING TABLE 1): X WITH GLASS TYPE A, 32" WIDE X 90" HIGH SINGLE DOOR (SEE NOTE 8) DOOR DESIGN PRESSURE = +75 / -75 PSF BLE 3: DESIGN PRESSURES FOR UNREINFORCED DOORS, ALL GLASS TYPES X FRAME WIDTH XX FRAME WIDTH FRAME HEIGHT 68 - 79 3/4" 7° - 83 3/4" 87 3/4" 91 3/4" 8° - 95 3/4" 2° 251/2" 4° 47 314" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 27 1/2" 51 3/4" +54.9 1 -54.9 +51.8 -51.8 +49,0 `: -49.0 +46.5 -46.5 +44.3 -44.3 291/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.11 -46.1 +43.8 -43.8 +41.6 -41.6 26 31 1/2" 5° 59 3/4" +49.0 1 -49.0 +46.2 -46.2 +43.6 1 -43.41.4 -41.4 +39.3 -39.3 28 33 1/2" 54 63 3/4" +43.1 ': -43.1 +43.1 -43.1 +41.5 I -41.5 +39.3 -39.3 +37.3 -37.3 351/2" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -36.1 +37.5 -37.5 +35 3° 37 1/2" 6° 71 3/4" +34.0 ? -34.0 +34.0 -34.0 +34.0 i -34.0 +34.0 -34.0 .:34.0 -34.0 TABLE 4: DESIGN PRESSURES FOR UNREINFORCED SIDE LITES GLASS TYPE FRAME WIDTH FRAME HEIGHT 68 - 79 3/4" 7° - 83 3/4" 87 3/4" 91 3/4" 8° - 95 3/4" A B, C, D OR E 10 3/4" +75.0 -75.0 +75.0 -75,0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 21 3/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 -49.9 4'7.2 A�7. ;, +44.7 -44.7 +42.8 -42.6 36 1/8" +35.2 -35.2 +35.2 -35.2 +35 2 - -35.2 +35.2 -35.2 +34.4 -34.4 36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 `34.0 -34.0 FOR MAX. SIZES OF COMBINED UNITS, SEE SHEETS 10-13. EXAMPLE 2, (USING TABLES 1 & 2): OXXO WITH GLASS TYPE A, REINFORCED, 68" WIDE X 85" HIGH DOUBLE DOOR WITH (2) 36-1/2" X 85" SIDE LITES (SEE NOTE 8) DOOR DESIGN PRESSURE = +75 /-75 PSF SIDE LITE DESIGN PRESSURE = +70.4 / -70.4 PSF OVERALL DESIGN PRESSURE =+70.4 / -70.4 PSF EXAMPLE 4, (USING TABLES 3 & 4): OXXO WITH GLASS TYPE B, UNREINFORCED, 71-3/4" WIDE X 95-3/4" HIGH DOUBLE DOOR WITH (2) 36-3/4" X 95-3/4" SIDE LITES DOOR DESIGN PRESSURE = +34 / -34 PSF SIDE LITE DESIGN PRESSURE _ +34 / -34 PSF OVERALL DESIGN PRESSUFEEr +34434•PSF • • • • • • • • • • • • • • EXAMPLE 6, (USING TABLE 1): XX VyIIH �L•/jSS SY A • • 63-3/4" WIDE X 91-3/4" HIGH DOUBLECOOR4SBE T I�)� • • DOOR DESIGN PRESSURE'?+75 ?-PSF• • • • • • • • ••• •• • • • • • • • •• • • • • • • • •• • • • • • NOTES FOR ALL CONFIGURATIONS: 1) FOR CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION, (XO, OX, XXO, OXX, OXO, OXXO), THE LOWEST DESIGN PRESSURE SHALL PREVAIL. 2) FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 4), IS REQUIRED AT DOOR TO SIDE LITE CONNECTIONS, WHEN USING TABLES 1 & 2. 3) DOOR AND SIDE LITE COMBINATIONS FROM TABLES 3 AND 4 DO NOT REQUIRE REINFORCEMENT ITEM 22. 4) DESIGN PRESSURES UNDER 40 PSF ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. 5) FOR DOOR -ONLY CONFIGURATIONS (X, XX), ONLY TABLE 1 IS APPLICABLE. REINFORCEMENT, PART #22, IS NOT REQUIRED. 6) FOR SINGLE, STAND-ALONE SIDE LITES (0), ONLY TABLE 2 IS APPLICABLE. REINFORCEMENT, PART #22, IS NOT REQUIRED 7) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDELITE ARE NOT AVAILABLE WITH REINFORCEMENT. 8) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. (E.G. FOR 32" "X" DOOR WIDTH IN TABLE 3, USE 33-1/2") G LES, THIS SH A. 3/8" LAMI (1/8" A, .090 PVB, 3/16" 6" HS) C. 7/16" IDAMO(3M6"44, .090 PVB, 3/16" HS) D•7/1t" LA (3, 6"=-IS, .090 PVB, 3/16" HS) E. 13/16"tAMI IG (8/16" TP, 1/4" AIRSPACE, 1/8" HS, .090 PVB, 3/16" HS) MOUE f REVISED es complylog with t►e Florida hauling Cede Acceptance No ..O 6 -3 EaptrrN•Dete ''I 7R 22_ ( a i„ �-... I ,& 04,► wrail G) NO CHANGES THIS SHEET. - JR - 04/10/17 4- 0 0 a/00 ALUM. FRENCH DOOR & SIDE LITES, LM auu co co 0 0 N Z w mR ono DESIGN PRESSURES sa0 0 "aa 0 'ON 0410 LL 0 N /aa45 to F z J 0 LL sayas Jot' NFMil�?o�cNSl/(Q • s o'�I �'� •• tt,� ��T •.,.FC ORIOP'.••G,\�� S�ONAL tS-`N A. LYNN MILLER, P.E. P.E.0 58705 No. 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • ••• • • • ... • •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • • • • • • • • • •• • • • ••• SOL8S tt'3'd 3'd'2l3TIW NNAI'V �` ��1UIIIH1''• ,s��S.... piss%, s ....4aiaoi4".....9,y ; • +( _ •` rl 7 /� • • • • • • • • •• .1v0112�3A 1VOLL I3 • • • • ZOl'96-b6 • • ••• •• •••• d-d'10AS 2i00a .... 8-S' 103S 1S • • ••• ••• ••• • iiLkio 68b'L rrolniall, - : SOLES 'ON du% 3SN300 . �- . ��'�WNNX1�Nsay.��` i. • I • .. .• • . . •• .•. •.• • r A18W3SSV 213N2100 69 1 Series o „„,„,,0° Title ` 9-9 M2IA 1S 0 5�o,a CD 7ERTICAL SECTIONS =m JENS ROSOWSKI \LUM. FRENCH DOOR & SIDE LITES, LM o 04/04/12 Z6 IIIIIII 1HO13H 3WV2l3 r_L 1HO13H 3WV2iH 1r 00 Sheet W 0 T cm DWG ^'O- 0 0 cn 0 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 COPYRIGHT©2017 PGT INDUSTRIES. INC. ALL RIGHTS RESERVED 3111 ti 010 H000 010 'XVW ®i 301S •XVW XVW .XVW Oaf • �� Luoubo ar - '133HS SIHl S3ONVH0 ON (O ' LaoiaJINI __.__(ru._._ aoia3ix3 awVrmis iv ,�� Si1 `� �5 yy� INV1VJS — o3ao�oo-aV3�o 1. r•r•°� a ru .•a-»ti I I ewvnaV3H lv ©O OL zz aft ��L°o�4 -o. o-�1°wo�s1m� a ma 3 ammo.; 09 aoia3lNI aoia31x3 III \I �I CD aoia3lNi < aoia31x3 �I . mil SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) SEE NOTE 3, THIS SHEET I- MAX. DLO MAX. 'X' FRAME WIDTH 3/4" ED MAX. 'XX' FRAME WIDTH 'XX' SECT. C-C HORIZ. 46 MAX. SL FRAME WIDTH _ MAX. DLO SL SECT. E-E HORIZ. (DOOR W/ SIDE LITE) 'X' SECT. D-D HORIZ. REINFORCEMENT NOT REQUIRED FOR STAND-ALONE 'X' DOORS. MAX. SL FRAME WIDTH gLO """••• •• ••• • • SL S:6OT. C-F • ; • • : HORIZ. (SINGLE BIDE LITE) MAX. —I DLO _I REINFORCEMENT NOT REQUIRED FOR STAND-ALONE '0' SIDE LITES. • • • •• • • •• • • • • • • • • •• • • • • REINFORCEMENT NOT REQUIRED FOR STAND-ALONE 'XX' DOORS. INTERIOR EXTERIOR NOTES: 1) CLEAR OPENING FOR 'X' AND 307 DOORS AS FOLLOWS: WIDTH: 'X' DOORS = DOOR FRAME WIDTH - 5.648 'XX' DOOR = DOOR FRAME WIDTH / 2 - 4.079 HEIGHT: DOOR FRAME HEIGHT - 3.259" 2) SIDE LITES OVERLAP 'X' AND 'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'XO', 'OX', 'OXO"XXO', 'OXX' AND 'OXXO' CONFIGURATIONS. 3) FULL LENGTH REINFORCEMENT APPLICABLE TO DOOR AND SIDE LITE COMBINATIONS FROM TABLES 1 AND 2, • SHEET 2. ITEM 22 IS NOT REQUIRED WITH COMBINATIONS • • FROM TABLES 3 AND 4, SHEET 2, OR WITH STAND-ALONE '0', • • • • • � 'X' & 'XX' CONFIGURATIONS FROM TABLES 1 AND 2. •• • • •• • PEODUC f REVISED as *implying MO the newt& h tiin•Ced• Attepu•et Ne 17-G �a f'DI Eiplerlw Pete 9 17 9.4.2:2- a� IS ,tt�i ,ed1,c�C..•t� G) NO CHANGES THIS SHEET. - JR - 04/10/17 N a a aloa ALUM. FRENCH DOOR & SIDE LITES, LM 07 0 O ce U7 Z W ,(9 u.o.a HORIZONTAL SECTIONS �aa N e- 'oN DM' 0) U. O 10045 CO h- Z 0R!1 x0a \`� � \ Iy I L;0;P:1;11:01..7/::4 l/\ �ON \CE1 Qom':• i No5V��N\ �\� "A �/, 11111(`` A. LYNN MILLER, P.E. P.E.It 58705 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • •• • • • • • • • • • • • • • • •• •• ••• • • ITEM DWG # POT# DESCRIPTION SILICONE 1 943B 80411 FRAME HEAD 2 1010 60300 - WSTP.,O-LON .190 X.375 HGH 3 7070 67070K BULB WEATHERSTRIP .187 X .300 HIGH STRUCTURAL 1/4" NOM. 4 955 7955X FLUSHBOLT STRIKEPLATE POLYISOBUTYLEN 5 938 7938X 2 PT. LOCK STRIKEP LATE - WITH DESICCANT 6 956 7956A FRAME HEAD STRIKEPLATE BACKING PLATE KODISPACE -4?7 7832X72FP14' 7t&32 X.500 PH. FL MS - S.S. WISIL)CONE PATCH EXT. GLASS Ilk 995 70995 GASKET (BETWEEN THRESHOLD & FRAME JAMB) 4SG TIPS 9 998 70996 GASKET (BETWEEN HEAD & FRAME JAMB) 10 952A 6533016 FILLER HEAD ADAPTER 11 11000 611000M OUTSWING THRESHOLD 12 1670 671670 WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY#32011) INT. GLASS 14 11001A 411001A OUTACETAL 14 11001A 411001A SPACER .065 TCHRESEL HOLD,OCOVER ACETAL SPACER .065 � THRESHOLD, OPTIONAL 15 11002A 411002A ACETAL SPACER .095 @ THRESHOLD, OPTIONAL i 16 11003A 411003A ACETAL SPACER .140® THRESHOLD, OPTIONAL HOT -MELT BUTYL 20 915D 60380 FRAME JAMB (OUTSWING) STRUCTURAL CD ACTIVE 21 1010 60300 WSTP..Q-LON .190 X.375 HGH SILICONE 4-1 22 6608 66608M REINFORCEMENT, 1.000 X2.750 X 0.650, 6061•T5 FOAM 3/16" NOM. DOOR 23 1140 78X112PSATS i18 X 1.500 PH SO A T/S WITH 24 1048 71048 JAMB SCREW COVER CAP DESICCANT/ - PANEL 25 930 41721N STRIKE PLATE INSERT SUPER 26 1118 710X34PFA #10 X.750 PH. FL. SMS EXT. GLASS 81 TM LOCK 27 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH SPACER® NXT 30 910D 6910 DOOR PANEL, TOP & BOTTOM RAIL re,` STILE 31 911E 6911 DOOR PANEL SIDE RAIL 1 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 COPYRIGHT® 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED m LL 32 917 7FRMO HINGE EXTRUSION? 33 1178 71058FP W,B #10 X.625 PH. FL. SMS INT. GLASS 34 913A 60378M TRUSS CLAMP 35 1130 6TRODA 5/16.18 THREADED ROD e 36 990 7890NUTA 5/16-18 FLANGED HEX NUT 37 914A 60379M WEATHERSTRIP CHANNEL 38 7834FPT #8 X.75 PH. FL TEK ALUMINUM 39 997 70997 GASKET (BETWEEN PANEL HEAD/SILL & PANEL STILES) REINFORCEMENT 40 1023 67924G WSTP., .187 X .250 HIGH, FINSEAL 41 928 41720 SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) 5/16" NOM. 42 1145 76X12FPAW #6 X.500 PH FL SMS TYPE BOS 43 1212 7P3000 SILL OUST PLUG (INACTIVE PNL) BUTYL & 44 983B 6983 DOOR PANEL ASTRAGALI(OUTSWING) DESICCANT 45 984B 6984 DOOR PANEL ASTRAGAL 2 (OUTSWING) FOAM DURASEAL® ` 46 1213 60200K WSTP.,0-LON .196 X.200 HIGH EXT. GLASS • 82 0 47 929 74UBLOK LOCK SUPPORT ASSY. (41707 & 41708) SPACER 48 1139 7634F #6 X.750 PH. FL SMS 0 50 982 FD2PTAY6R180FS 2 PT. EEVE. 50 6R180F5 RUBBERLOS ER SLEEVEA]0 51 930 41721 STRIKE PL INSERT(INACTIVE PANEL) INT. GLASS o 52 931 7FRSPX DEADBOLT STRIKE PLATE 53 1118 710X34PFA #10 X.750 PH FL SMS Q I 54 957 70957X HANDLE STRIKE PLATE ° �� 55 1118 710X34PFA #10 x.750 PH FL SMS POLYIS4 DESICCANT FILL AREA 60 9200 69200 SIDELITE HEADER BUTYLENE 5/16" NOM. 61 921D 6921 SIDELITE SILL SEAL ���I<;` 62 9168 60381 SIDELITE JAMB 1r�V' SILICONE SEAL 63 1155 781P0A #8 X1.000 QUAD PN. SMS ROLL -FORMED INy 84 998 7998 HEAD GASKETS (STOCKING #70998) STAINLESS STEEL TM 65 999 7999 SILL GASKETS (STOCKING#70999) XL EDGE 66 934A 61641M JAMB ADAPTER 83 OP aIVJ 67 #12SIDELITE #12X1.000SHEET METAL SCREW EXT. GLASS 70 712653K SETTLING BLOCK, 3/32" X 1/4" X1" W/PSA IISPACER li x111IIII I71 To/sapas //72 71267K SETTING BLOCK, 1/16" X1/2" XI" W/PSA L� I/ • • • • • • • • • • • • • ���1 LYNN•�,f/'"7�� 4222A 84222 BEAD, 7/16" • o`���`,ppfY 73 988 6988 BEAD, 3/8" IN1•C•iLASS • �[`'' L1GENy"F'•,��� i 74 988 IG BEAD •• • • •li. QC�. •- 92 986 64986 BEAD, IN1ERIOR • • • • • • • • No. 93 1224 6TP247 BULB, THICK (USED IN EXTRUDED BEAD) • • • I • 58705 - *;• •. 94 GLAZING SILICONE, DOW 890 OR Part IS Description Material Tk- _ 95 GLASS, 3/8" LAMI - 1/8" A .90 PVB, 3/16" HS 80 -Kommerling 4SG TPS Spacer System , _- - "0 - �'7 96 GLASS. 3/8" LAMI - 1/8" HS, .90 PVB, 3/16" S 81 Super Spacer with Hot Melt But•I See this - ••. 15 - f -. • (V 97 GLASS, 711fi" LAMI -3/18" A. .90 PVB, 31i6" HS Quanex nXT • *ea for • • ... • •,•�. :O •• TE F (4/ 98 GLASS, 7/16" LAMI -3/16" HS, .90 PVB, 3/16" HS 82 Quarles Quraseal Spacer • • Materials • • • • • P �ORM8. Cam• 102 11006A 141106A ACETAL SPACER .295�7HRESHOLD, OPTIONAL 83 CarSnel�Edge Sparer • • • •• • • • • % tS ••'•••...-•'••('j��� ////;S7�NAL 103 OFF -THE SHELF DEAD BOLT LOCK, MIN 1" THROW, GR 3 STEEL • • • • • • • REFERENCE TEST REPORTS: FTL-8J77.896Q$r8970 E? 0 104 OFF -THE SHELF HANDLE/LATCH ASSEMBLY, MIN 7/16' THROW, GR 3 STEEL . • • • • • / 1 / I I I i i i t t t 1 TEMS # 17-19, 28, 29, 56-59, 68, 69, 75-79, 84-91 & 99-101 ARE NOT • • • • • • • USED AND ARE NOT PART OF THIS APPROVAL. A. LYNN MILLER, P.E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 1.750-4.- 4.000 0DOOR PANEL 0 TOP & BOTTOM RAIL 6063-T5 4.100 3.655 3.111 .550 1.400 .050 31 FILLER HEAD ADAPTER 6063-T6 3.000 OFRAME HEAD 6063-T6 483�T .050 .079 1 1.489 1.479 3.000 11 OUTSWING THRESHOLD 6063-T6 1.750 .062 DOOR PANEL SIDE RAIL 6063-T5 r.,--2-51 34 4.100 .750 TRUSS CLAMP 6063-T5 3.100 1.750-.-- 4.675 DOOR PANEL INTERIOR ASTRAGAL 6063-T5 -� .805 .050 .683 II R 3/16" GLAZING BEAD 6063-T5 5.459 6.085 �7 1.479 60 SLHEADER 6063-T6 .075 .750 .075 1.750- 4.675 4.100 0 0DOOR PANEL EXTERIOR ASTRAGAL 6063-T5 -�{ i-4-.363 .050 .683 5/8 GLAZING BEAD 6063-T5 5.212 4.586 e • • • • -�{ .830 • • • • •• • • • • •, • • • 050 3.100 • ••• •• ••• 0SL SI!L 06063-% • •• • • • • • • • • St JAMB* • •• • • •• Fib AD1t �rE¢ • •• ••6-T6 • 3.000 1.480 -441 .050 20 DOORFRAME JAMB 6063-T6 -4--1.578y -�- .890 -� -.050 r B2 SLJAMB 6063-T6 • 2.980 3.000 13 3 .050 {If 1.620 I .250-+-I �- WEATHER J STRIP CHANNEL 6063-T5 HINGE 6063-T5 74 IG GLAZING BEAD 6063-T5 .504 - W .360 .055 y11-.4� OUTSWING THRESHOLD CHANNEL COVER 6063-T6 2.750 1� .650 -4.-1 25 0 TUBE MULL 6063-T5 1.000 Pi9ODUC f REVISE, I �Ylvis� wills the melds 'settling C.. o Auepteeee No Enpiraehe Dote ^ 24, �2_ LQdPA&*Watt C'e.•tj F) NO CHANGES THIS SHEET. - JR - 04/10/17 0 0 a IDO ALUM. FRENCH DOOR & SIDE LITES, LM Y co 0 0 to Z W Ae U D�Q EXTRUSIONS DN M0 LL O 19 H Z a 111 "SOD u.5 ' Pam.• SF''•. No. 58705 :Ztr-,...4.7z -0 '. a :*_ .,7.,/JONAL e ,os. A. LYNN MILLER, P.E. P.E.5 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • •. • ••• • • TABLE 5: Design Pressure X DOORS, See Sheet 2, Table 1 ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2, 3, WOOD 3 ALUM 1,2, CONC JAMB "A" - HEAD/SILL "C" - JAMB °A° - HEAD/SILL "C 20-7/8' MAX DOOR MAX FRAME 6" f MAX. O.C. fen HEAD FRAME HEIGHT MAX. © Imo..- ZONE 'C' 1 WIDTH x x x x ��113-114»MAX. +83.755 25.50 79.75 5 2 4 2 2 4 2 //87.75 5 2 4 2 // /91.75 5 2 4 2 / 23-1/B" / / 6 2 4 2 MAX.o.c.95.75 / 27.50 79.75 5 2 4 2 //� 9MAX. - / / TECHNOLOGY DRIVE EN ICE, FL 34275 1-480-1600 IGHT ® 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED .ITES, LM o 04/04/12 o' JENS ROSOWSKI oz 11005-1 G 83.75 5 2 4 2 / FRAME o / 87.75 5 2 4 2 84-3/8" HEIGHT P co\ ! JAMB Z 91.75 6 2 4 2 MAX. DLO ,) m \\ 95.75 6 2 4 2 \itti \\ 29.50 79.75 5 2 4 2 0 40(TYP.) 83.75 5 2 4 224-9/16\ \ \ 87.75 6 2 4 2 MAX. DLO\ \ \ 91.75 6 2 4 2 \ \ 95.75 6 2 4 2 \ L>j 31.50 79.75 5 2 4 2 aNSILL \LUM. FRENCH DOOR & SIDI DETAILS 3-101 LM NTS N 7 OF 15 83.75 6 2 4 2 © ZONE "C I 87.75 6 2 4 2 y 37-1/2" MAX. D00R FRAME WIDTH �- 91.75 6 2 4 2 9 79.75 6 3 4 3 SINGLE DOOR, X SINGLE DOOR, X 83.75 6 3 4 3 87.75 6 3 4 3 r8080cr wvise0 91.75 7 3 4 3 akeh t6r Florida ems 95.75 7 3 4 3 A.a.cNo 17-0SOy.01 .Oete -3e2U x u.. 35.50 79.75 6 3 4 3_ amt. '�saa sa as 83.75 6 3 4 3 � - NOTES: AAdr ,,, n ++, 87.75 6 3 4 3 �o4a1 C • • • • • • • • • • • • D°mOs 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. • `11,1 Y LYN '��, �� pN,,...., N,y /,.... 91.75 7 3 4 3 • • • • • • • : 4.".. ' oCENgF'•:K!_i ((�"� 95.75 7 3 4 3 2) DOORS MAY BE LEFT OR RIGHT-HANDED. • �. • No. 58705 .; ��i 7' 5 6 3 m • LL 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" gIIN. O...t(6 COltretETE,!" MIN.b.C�FOIRQv1U): _ * ;• * �, 6 3 4 3 JAMBS (ALL): 13-1l4' MAX. FROM CORNERS AND 23-1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8• MAX. O.C. •* - //// • _ - "O '."�. �} 87.75 7 3 4 3 • • • • • • • -"� �� ••, g', ' T •' 4/ 10: 91.75 7 3 4 3 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLL•SIZE.• • • • • • • • • e • • T . i ftoRioP•.•' \C�.; G.. 95.75 7 3 4 3 • • • •• • • • • • 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 14. • • ••• • • • • %FS•••..... /'ii 'ONAL �`� • • • • • • • • • • • •• • 1�C� A. LYNN MILLER, P.E. P.E.# 56705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • XX DOORS, ALL GLASS TYPES ANCHOR TYPE & 2, 3, WOOD 1 2 CONC SUBSTRATE 3 ALUM LOAD ZONES XX - JAMB "A" XX - HEAD/SILL "D' XX - JAMB "A" IXX - HEAD/SILL "D" MAX MAX DOOR FRAME FRAME HEIGHT WIDTH 4i\ 79.75 4 3 r2, EID 5 4 4 2 87.75 5 4 4 2 91.75 5 4 4 2 95.75 5 4 4 2 51.75 79.75 5 4 4 2 83.75 5 4 4 2 87.75 5 4 4 2 91.75 5 4 4 2 95.75 6 4 4 3 55.75 79.75 5 4 4 2 83.75 5 4 4 2 87.75 5 4 4 2 91.75 6 4 4 3 95.75 6 4 4 3 59.75 79.75 5 5 4 2 83.75 5 5 4 2 87.75 6 5 4 3 91.75 6 5 4 3 95.75 6 5 4 3 63.75 79.75 5 5 4 2 83.75 6 5 4 3 87.75 6 5 4 3 91.75 (6)( 5/) 4 3 95.75 �/ �4 3 67.75 79.75 6 5 4 3 83.75 6 5 4 3 87.75 6 5 4 3 91.75 7 6 4 3 95.75 7 6 4 3 71.75 79.75 6 5 4 3 83.75 6 5 4 3 87.75 6 5 4 3 91.75 7 6 4 3 95.75 7 6 4 3 71-3/4" MAX. DOOR FRAME WIDTH 23-1/8" MAX. O.C. 7 95-3/4" MAX. FRAME HEIGHT TYP. ELEVATION OF XX CONFIGURATION HEAD ZONED" g" 1 HEAD �-I MAX IFS-- ZONED' X )< )< X )(/\X X )( )( \ 13.05" o.c. JAMB ZONE "A' Design Pressure See Sheet 2, Table 1 NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4' MAX. FROM CORNERS AND 23-1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8' MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE DETAILS SEE SHEET 14. EXAMPLE: XX WITH GLASS TYPE A, 63-3/4" WIDE X 91-3/4" HIGH DOUBLE DOOR, ANCHOR TYPE 3 INTO WOOD DESIGN PRESSURE = +751-75 PSF, SEE EXAMPLE 6, SHEET 2 FOR DP EXAMPLE DOOR ANCHOR REQUIREMENTS FROM TABLE 6: 6 ANCHORS (@ EACH JAMB 5 ANCHORS EACH DOOR PANEL CO HEAD 5 ANCHORS EACH DOOR PANEL (@ SILL OSEE CIRCLED VALUES ON TABLE 6. f • • ▪ • • • • /< ODE(BOTF•STIECHOR LOCATION. 13-1/4" • • • • • -�- 20-7/8" 9" �1 6•NIA1C. SILL MAX' IISILL ZONE"D" ZONE"D" 63-3/4" ••• ••• ••• •• • •• •• •• • • LOAD ZONES FOR XX CONFIGURATION • • • • • • • • • & ANCHORAGE LAYOUT USED IN EXAMPLE.• • • •• • ' • •• • • - • • •• • •• • • • •• PRODVC f AEV(BFD as asOMK will' lit Florida Italdh.g Code 1 %- 0 u O Accep.act Ne b - I E31dtaW. D•I .7 I 7 R J 2.2. 1 \ St.. . ` � c, w-Wee DO* PrObet COMM - F) NEW SHEET COMBINING SIZE ELEVATIONS, ZONE ELEVATIONS AND ANCHOR TABLES. - JR - 04/10/17 c a 0 alo0 ALUM. FRENCH DOOR & SIDE LITES, LM co co O (n 0 (n z W Me u a0 XX DETAILS .sa0 aN N 0 OMO LL 0 to OIA/S (n z -J o_ LL LL LYNN s'`�QN GENgF * : No. 58705 13' • (' •••.:' ORtDP'. . ���"/ /ONAL 1ENG� A. LYNN MILLER, P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • `J • O SIDE LITE, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2, 3, WOOD 3ALUM 1 2 CONC LOAD ZONES 0 - HEAD/SILL "E" m IO - HEAD/SILL "E" MAX SIDE LITE FRAME ¢ Q FRAME HEIGHT WIDTH O O 10.75 79.75 4 1 4 1 83.75 4 1 4 1 87.75 4 1 4 1 91.75 4 1 4 1 95.75 4 1 4 1 12.75 79.75 4 2 4 2 83.75 4 2 4 2 87.75 4 2 4 2 91.75 4 2 4 2 95.75 4 2 4 2 19.00 79.75 4 2 4 2 83.75 4 2 4 2 87.75 4 2 4 2 91.75 4 2 4 2 95.75 4 2 4 2 21.75 79.75 4 2 4 2 83.75 4 , 2 4 2 87.75 4 2 4 2 91.75 5 2 4 2 95.75 5 2 4 2 27.75 79.75 5 2 4 2 83.75 5 2 4 2 87.75 5 2 4 2 91.75 6 2 4 2 95.75 6 2 4 2 36.13 79.75 6 3 4 3 83.75 6 3 4 3 87.75 . 7 3 4 3 91.75 7 3 4 3 95.75 7 3 4 3 36.75 79.75 6 3 4 3 83.75 6 3 4 3 87.75 7 3 4 3 91.75 7 3 4 3 95.75 7 3 4 3 MAX. 23-1/8" MAX. O.C. 17-7/8' MAX. O.C. 131/4" MAX. -` __ J 95-: 84-3/8" - MA MAX. DLO FRA - HER 33 5/8' MAX. DLO -- 1 1 36-3/4" MAX. JIDE LITE FRAME WIDTH TYP. ELEVATION OF SINGLE SIDELITE, 0 NOTES: 4" AE HT • 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. • • • • • •• • • • • 2) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FORCONORBiff, 4" MYlt.C. FQR Cl J): : JAMBS (ALL): 13-1/4" MAX. FROM CORNERS AND 23-1/8' MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24-3/4" MAX. O.C. HEAD ZONE "E" -t SILL ZONE "E" LOAD ZONES FOR SINGLE SIDELITE, 0 •• • • • • • • • • •• • • • • • •• 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. - • • • • • • • • • • • 4) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 15. • • • • •• • • • • • • • • • • • • • • • • • •• • • • • •• • • •• • • • • • • • •• • JAMB ZONE "B' Design Pressure See Sheel 2, Table 2 MOOSE f REVISED a ro..,plylag wki be Plee4Gc /wallet Cede Aceepleeee No 1 A- 0 )0`7'.0 I Eop keel» pate Y.I7 $ I ``-2. I.v 1 SL...- ,01 1W'and/p,et 0 F) NEW SHEET COMBINING SIZE ELEVATIONS, ZONE ELEVATIONS AND ANCHOR TABLES. - JR - 04/10/17 w 1 O to OeV 4 J ( 7 0OLL0 U U0 ow O • .- z N 7 O O a100 ALUM. FRENCH DOOR & SIDE LITES, LM anu Y 3 0 co 0 z w xB Mao 0 DETAILS • J5a4 Aab 0 °N 0na0 LL O rn as 11i1111r 1,„, 0NY LYNN '�.. * : No.58705r 13 YESO1F , A. LYNN MILLER, P.E. P.E.0 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • •• •• 8 4L XO & OX, ALL GLASS TYPES ANCHOR TYPE 8 2, 3, WOOD 3 ALUM 1,2, CONC SUBSTRATE LOAD ZONES O- JAMB"B" 0 - HEAD/SILL "E" X - HEAD/SILL "D" X- JAMB"A" O - JAMB "B" 0 -HEAD/SILL"E" X - HEAD/SILL "D" X- JAMB"A" MAX MAX)( MAX SIDE UTE DOOR FRAME FRAME FRAME HEIGHT WIDTH WIDTH 10.75 25.50 79.75 4 2 3 5 4 2 2 4 83.75 4 2 4 5 4 2 2 4 87.75 4 2 4 5 4 2 2 4 91.75 4 2 4 5 4 2 2 4 95.75 4 2 4 6 4 2 2 4 12.75 27.50 79.75 4 2 4 5 .4 2 2 1 4 83.75 4 2 4 5 4 2 2 4 87.75 4 2 4 5 4 2 2 4 91.75 4 2 4 6 4 2 2 4 95.75 4 2 4 6 4 2 3 4 19.00 29.50 79.75 4 3 4 5 4 2 2 4 83.75 4 3 4 5 4 2 2 4 87.75 4 3 4 6 4 2 2 4 91.75 4 3 4 6 4 2 3 4 95.75 4 3 4 6 4 2 3 4 21.75 31.50 79.75 4 3 5 5 4 2 2 4 83.75 4 3 5 6 4 2 2 4 87.75 4 3 5 6 4 2 3 4 91.75 5 3 5 6 4 2 3 4 95.75 5 3 5 7 4 2 3 4 27.75 33.50 79.75 5 3 5 6 4 2 2 4 83.75 5 3 5 6 4 2 3 4 87.75 5 3 5 6 4 2 3 4 91.75 6 3 5 7 4 3 3 4 95.75 6 3 6 7 4 3 3 4 36.13 35.50 79.75 6 4 5 6 4 3 3 4 83.75 6 4 5 6 44 3 3 4 87.75 7 5 5 6 I l '� 3 4 91.75 7 5 6 7 3 3 4 95.75 7 5 6 7 4 3 3 4 36.75 37.50 79.75 6 4 5 6 4 3 3 4 83.75 6 4 5 6 4 3 3 4 87.75 7 5 5 7 4 3 (si( 4' 91.75 7 5 6 7 4 3 �/�• 95.75 7 5 6 7 4 3 3 4 ANCHOR QUANTITIES FOR THE DOOR AND SIDE LI DETERMINED INDEPENDENTLY. 20-7/8" MAX. O.C. MAX. 23-1/8" MAX. O.C. 13-1/4" MAX. 37.1/2" MAX. DOOR FRAME WIDTH JAMB ZONE "A" .9" MAX. 6" MAX. 13-1/4" MAX. SEE TABLES 1.4, SHEET 2 FOR REINFORCEMENT REQUIREMENTS, 95-3/4' MAX. FRAME HEIGHT 24-9/16" / MAX. DLO 33-5/8" MAX. DLO 36-3/4" MAX. SIDE LITE FRAME WIDTH 73-1/2" MAX. DOOR + SIDE LITE FRAME WIDTH TYP. ELEVATION OF XO CONFIGURATION (OX SIMILAR) HEAD ZONE "D' HEAD ZONE "E' 9' MAX. -�� -� 6 MAX. .\ x x x / X X X 20-7/8" x •• • • • • • • • • •• • • • • • • x• • • •• • • • •• • • • •• XX X 6" MAX. f- 6" MAX. 9" MAX. 24-3/4" - SILLZONE"D" ••• SISL ZONE "El, •:• • LOAD ZONES FORCOSVFIQI. 1011 • & ANCHORAGE LAY6LJY U$@D IN MItL'E (OX SIMILAR) Design Pressure Reinforced: See Sheet 2, Tables 1 & 2 Unreinforced: See Sheet 2, Tables 3 & 4 NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4" MAX. FROM CORNERS AND 23-1/8" MAX O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24-3/4' MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14 & 15. 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE LITE OVERLAPS DOOR BY 3/4" ONCE ASSEMBLED. EXAMPLE: XO WITH GLASS TYPE B, 36" X 84" SINGLE DOOR WITH 36" X 84" WIDE SIDE LITE, ANCHOR TYPE 3 INTO CONC. DOOR DESIGN PRESSURE _ +75 / -75 PSF PRODUCT arLIMSI 174SU4• (5/1 0:6/F.'4(Ac4e ,: DOOR ANCHOR REQUIREMENTS FROM TABLE 8: 4 ANCHORS @ DOOR JAMB 3 ANCHORS @ DOOR PANEL @ HEAD 3 ANCHORS @ DOOR PANEL @ SILL 4 ANCHORS @ SIDE LITE JAMB 3 ANCHORS @ SIDE LITE @ HEAD 3 ANCHORS @ SIDE LITE @ SILL SEE CIRCLED VALUES ON TABLE 8. x = DENOTES ANCHOR LOCATION. • • • • • • • • • • •• • • • • • •• • F) NEW SHEET COMBINING SIZE ELEVATIONS, ZONE ELEVATIONS AND ANCHOR TABLES. - JR - 04/10/17 N 0 0 81op ALUM. FRENCH DOOR & SIDE LITES, LM Y 0 0 lY co Z W v a �e p XO & OX DETAILS 0 oN OMO 0 0 (n H Z 2 J O uas 1`11i i i " 1 11,, \‘��Op1'LY1. 41,11i • )CENSP • .. Q.: .-. _ * . Not. l5l87l05 TTGOASE -,V•`'. (4/ ,'•-:?ORor;,.•'"? ''is'OENG``' 's,IllNALt11 A. LYNN MILLER, P.E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • OXO, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2. 3, WOOD 3 ALUM 1,2, CONC LOAD ZONES J_ IL J Idy W J JJ J MAX MAX'X MAX m co N a y w co a y 8 SIDE LITE DOOR FRAME 2 ¢ w? FRAME FRAME HEIGHT = 2 WIDTH WIDTH O O X 0 O X 10.75 25.50 79.75 4 2 7 4 2 3 83.75 4 2 7 4 2 3 87.75 4 1 2 7 4 2 3 . 91.75 4 2 7 4 2 3 95.75 4 2 7 4 2 3 12.75 27.50 79.75 4 2 7 4 2 3 83.75 4 l 2 7 4 2 3 87.75 4 2 7 4 2 3 91.75 4 2 7 4 2 5 95.75 4 2 7 4 2 5 19.00 29.50 79.75 4 3 8 4 2 3 83.75 4 3 8 4 2 3 87.75 4 3 8 4 2 5 91.75 4 3 8 4 2 5 95.75 4 3 8 4 2 5 21.75 31.50 79.75 4 3 8 4 2 3 83.75 4 3 8 4 2 5 87.75 4 3 8 4 2 5 91.75 5 3 8 4 2 5 95.75 5 3 10 4 2 5 27.75 33.50 79.75 5 3 8 4 2 3 83.75 5 3 8 4 2 5 87.75 5 3 8 4 2 5 91.75 6 3 10 4 3 5 95.75 6 3 10 4 3 5 36.13 35.50 79.75 6 4 8 4 3 5 83.75 6 4 8 4 3- 5 87.75 7 5 8 4 3 5 91.75 7 5 10 4 3 5 95.75 7 5 10 4 3 5 36.75 37.50 79.75 6 4 8 4 3 5 83.75 6 4 8 4 3 5 87.75 7 5 10 4 3 5 91.75 7 5 10 4 3 5 95.75 7 5 10 4 3 5 ANCHOR QUANTITIE DETERMINED INDEPENDENTLY. 6" MAX. L 23-1/8" 20-7/8" MAX. O.C. 6" MAX. A -A ►-- 6" MAX. 6" MAX. MAX. O.C. 84-3/8" MA)( DLO 33-5/8" MAX. DLO -� \ 4 24-9/16\ y, MAX. DLO \ • • 24-3/4"" MAX. O.C. 13-1/4' MAX. J 36-3/4" MAX. SIDE LITE FRAME WIDTH 37-1/2" MAX. DOOR FRAME WIDTH 109-1/2" MAX. DOOR + SIDE LITE FRAME WIDTH TYP. ELEVATION OF OXO CONFIGURATION fNOT AVAILABLE WITH REINFORCEMENT) HEAD ZONE "E" Z 1 HEAD HEAD ONE "F' ZONE "E" JAMB ZONE "B" / / / / / / / / / / \ •• • • • • • • • \ • \ • • •• • • • \ • • ‘ii\ • • •II• •• • • SILL • •.: IL • • F • •• • • • • SILL •• • *INF "Es JAMB ZONE'B" • • • 95-3/4" MAX. FRAME HEIGHT Design Pressure Reinforced: Unreinforced: N/A See Sheet 2, Tables 3 & 4 NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4' MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4" MAX. FROM CORNERS AND 23-1/8' MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6' MAX. FROM CORNERS AND 24-3/4" MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14 & 15. 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE UTE ARE NOT AVAILABLE WITH REINFORCEMENT. • • •7) SIDE LITE OVERLAPS DOOR BY 3/4" ONCE ASSEMBLED. • • • •• • • • • • • • • • • • • • • • • • • LOAD ZONES FOR OXO CONFIGIJFRTIDN • • • ' •' p1ODDC P REVISED n�Phl frNYtlnPlwk WwlgY� AKe'1••ct N• I C •4.O I Esrlraly Mee 2 F) NEW SHEET COMBINING SIZE ELEVATIONS, ZONE ELEVATIONS AND ANCHOR TABLES. - JR - 04/10/17 N 0 0 a4o0 ALUM. FRENCH DOOR & SIDE LITES, LM co 0 rn 0 Z w s W 0 0 X 0 aM O 'ON JMO N LL 0 )0049 F Z J 0 w Sa9.3.3 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • . • XXO & OXX, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2, 3, WOOD 3 ALUM 1,2, CONC LOAD ZONES O -JAMB "B" IO - HEAD/SILL "E" XX - JAMB "A" XX - HEAD/SILL "D" XX - HEAD/SILL "F" Iv - JAMB "B" 0 - HEAD/SILL "E" XX - JAMB "A" XX - HEAD/SILL "D" - XX - HEAD/SILL "F" MAX MAX'XX MAX SIDE LITE DOOR FRAME FRAME FRAME HEIGHT WIDTH WIDTH 10.75 47.75 79.75 4 2 4 3 6 4 2 4 2 3 83.75 4 2 5 4 7 4 2 4 2 3 87.75 4 2 5 4 7 4 2 4 2 3 91.75 4 2 5 4 7 4 2 4 2 3 95.75 4 2 5 4 7 4 2 4 2 3 12.75 51.75 79.75 4 2 5 4 7 4 2 4 2 3 83.75 4 2 5 4 7 4 2 4 2 3 87.75 4 2 5 4 7 4 2 4 2 3 91.75 4 2 5 4 7 4 2 4 2 3 95.75 4 2 6 4 7 4 2 4 3 5 19.00 55.75 79.75 4 3 5 4 7 4 2 4 2 3 83.75 4 3 5 4 7 4 2 4 2 3 87.75 4 3 5 4 7 4 2 4 2 3 91.75 4 3 6 4 7 4 2 4 3 5 95.75 4 3 6 4 8 4 2 4 3 5 21.75 59.75 79.75 4 3 5 5 8 4 2 4 2 3 83.75 4 3 5 5 8 4 2 4 2 3 87.75 4 3 6 5 8 4 2 4 3 5 91.75 5 3 6 5 8 4 2 4 3 5 95.75 5 3 6 5 8 4 2 4 3 5 27.75 63.75 79.75 5 3 5 5 8 4 2 4 2 3 83.75 5 3 6 5 8 4 2 4 3 5 87.75 5 3 6 5 8 4 2 4 3 5 91.75 6 3 6 5 8 4 3 4 3 5 95.75 6 3 7 6 10 4 3 4 3 5 36.13 67.75 79.75 6 4 6 5 8 4 3 4 3 5 83.75 6 4 6 5 8 4 3 4 3 5 87.75 7 5 6 5 8 4 3 4 3 5 91.75 7 5 7 6 10 4 3 4 3 5 95.75 7 5 7 6 10 4 3 4 3 5 36.75 71.75 79.75 6 4 6 5 8 4 3 4 3 5 83.75 6 4 6 5 9 4 3 4 3 5 87.75 7 5 6 5 9 4 3 4 3 5 91.75 7 5 7 6 10 4 3 4 3 5 95.75 7 5 7 6 10 4 3 4 3 5 ANCHOR QUANTITIES FOR THE DOOR AND SIDE LI DETERMINED INDEPENDENTLY. 20-7/8" MAX. O.C. 6' MAX.-�{ 23-1/8" MAX. O.C. O4 9" MAX. -� 9" r� MAX. 24-3/4' MAX. O.C. I 6" MAX. j _ / / \ 84,3/8" - MAX. / / / / / / 1:3)_0 ® \ \ \ _ 23-1/8" MAX. DLO \ \ \_ \ .... / / / I T; SEE TABLES 1-4, J_ SHEET2 FOR / REINFORCEMENT REQUIREMENTS. t 95-. MP - FRP HEIL / / / / ® / i 33-5/8" T MAX. DLO --- _ \ 24-9/16\ MAX. DLO\ r \ /I -I I I I\ 71-3/4" MAX. DOOR FRAME WIDTH 107-3/4" MAX. DOOR + SIDE LITE FRAME WIDTH TYP. ELEVATION OF XXO CONFIGURATION (OXX SIMILAR) ZONE "D" ZONE"F" ZONE "E" / \ / \ / \ / \ / \ / \ / \ / \ / \ JAME \ < / \\ •• •••/• • • • • •• \ . • • • \ • /•• • • • • • • • • \ • / • • • • • • • • \ •• / ••• •• • • • •• \ / \ / U • • • • •• •• • •SILL •• • SILL • • • • SILL • • . - VnnIG "_• • • • • • • • • • • • • S' LOAD ZON FO�t•XXOCONFIVIURATIO;.1 • •• )OXX SIMILAR) • • • • 0 CD Design Pressure Reinforced: Unreinforced: See Sheet 2, Tables 1 & 2 See Sheet 2, Tables 3 & 4 /4" X. ME /HT 36-3/4" MAX. SIDE LITE FRAME WIDTH NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4" MAX. FROM CORNERS AND 23-1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24-3/4" MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14 & 15. 8) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE LITE OVERLAPS DOOR BY 3/4" ONCE ASSEMBLED. REVISED as aan$rt•g.rith tie Florida uCade Acceptance 17^02)4•o1 EaplrWaw Dote Py19`A �2 I .wl,d-aa�tca�d r F) NEW SHEET COMBINING SIZE ELEVATIONS, ZONE ELEVATIONS AND ANCHOR TABLES. - JR - 04/10/17 0 0 »oa ALUM. FRENCH DOOR & SIDE LITES, LM 0 to 0 to Z w 0 XXO & OXX DETAILS •asap 0 ,06 0 'aN OM° to LL O H Z Dian 2 J 0 LL /OS \111111 I11r/,/ ���.��'• CENSF •-. * • No.58705 s4A C� '!2ORIOP,.•' ��� A. LYNN MILLER, P.E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• • • • • • • • • • • • • OXXO, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2' 3, WOOD 3 ALUM 1 2 CONC LOAD ZONES m - HEAD/SILL"E" XX - HEAD/SILL "F" 0 - JAMB "B" 0 - HEAD/SILL "E" XX - HEAD/SILL "F MAX MAX OOf MAX to SIDE LITE DOOR FRAME FRAME FRAME HEIGHT WIDTH WIDTH O 10.75 47.75 79.75 4 2 6 4 2 3 83.75 4 2 7 4 2 3 87.75 4 2 7 4 2 3 91.75 4 2 7 4 2 3 95.75 4 2 7 4 2 3 12.75 51.75 79.75 4 2 7 4 2 3 83.75 4 2 7 4 2 3 87.75 4 21 7 4 2 3 91.75 4 2 7 4 2 3 95.75 4 2 1 7 4 2 5 19.00 55.75 79.75 4 3 7 4 2 3 83.75 4 3 7 4 2 3 87.75 4 3 7 4 2 3 91.75 4 3 7 4 2 5 95.75 4 3 8 4 2 5 21.75 59.75 79.75 4 3 8 4 2 3 83.75 4 3 8 4 2 3 87.75 4 3 8 4 2 5 91.75 5 3 8 4 2 5 95.75 5 3 8 4 2 5 27.75 63.75 79.75 5 3 8 4 2 3 83.75 5 3 8 4 2 5 87.75 5 3 8 4 2 5 91.75 6 3 8 4 3 5 95.75 6 3 10 4 3 5 36.13 67.75 79.75 6 4 8 4 3 5 83.75 6 4 8 4 3 5 87.75 7 5 8 4 3 5 91.75 7 5 10 4 3 5 95.75 7 5 10 4 3 5 36.75 71.75 79.75 6 4 8 4 3 5 83.75 6 4 9 4 3 5 87.75 7 5 9 4 3 5 91.75 7 5 10 4 95.75 7 5 10 4 0 3 5 ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE DETERMINED INDEPENDENTLY. MAX. 23-1/8" MAX. O.C. 6' v 20-7/8" MAX. O.C. 6' MAX. -41 -•••••- 9" MAX. 9" MAX. A -A 9" MAX. 24-3/4" MAX. O.C. 1 /X.\I • • € I 1 1 I I - gs; MP FRP NEI( \ \ \ I / / / / / / / -I- \ / \ \ SEE TABLES 1-4, / \ \ SHEET2 FOR 7-REINFORCEMENT REQUIREMENTS. -.- / / / / ) / / / / - 84-3/8" MAX. DLO < \ \ s 24-9/16\ f MAX. DLO\ \ \ / a' �- - / / / - I 33-5/8" I 0 _ �- MAX. DLO I_ _ I 1 I 1 I _I I I I 36-3/4" MAX. SIDE LITE FRAME WIDTH v 71-3/4" MAX. DOOR FRAME WIDTH 143-3/4' MAX. DOOR * SIDE LITE FRAME WIDTH TYP. ELEVATION OF OXXO CONFIGURATION r1CHU ZONE "E" ZONE "F" >( ZONE'F" X )( )( )( )( ZONE "E" X X )C Tx 23-1/8" m w O N 5 X X )( ^ X )< )( )( / / / / / / / / \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \z \ / / / / / •••/L•• . • • / • ••• A• •• • • ./. .• • • • ••• •• •x )( >( •X • • • •• • • • • • • ^ • • • • • • • • •• ( X ZO N m x TAX. �{ ;< /)( I"�- �'1 MAX. SILL X X XI x XUi( -� IFF"FFF--- 20-7I8" SILL x MAX. 6" MAX. -� • • • • • • m=L _ • •f I 24-3/4" r • • �• SILL ZONE•"E"• ttt ZONE'E" ZONE "F" • `•'" •• • • • • • LOAD ZONES FOR OXXLLCOtEIC!UP7IO11• • •• • • & ANCHORAGE LAYOUT USED IN EXAMPLE • • • /4" X. ME IHT Design Pressure Reinforced: See Sheet 2, Tables 1 & 2 Unreinforced: See Sheet 2, Tables 3 & 4 NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-1 /4' MAX. FROM CORNERS AND 23-1/8" MAX. O.C. HEAD & SILL OF DOORS: 6' MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8' MAX. O.C. HEAD & SILL OF SIDE LITES: 6' MAX. FROM CORNERS AND 24-3/4" MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14 & 15. 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE LITE OVERLAPS DOOR BY 3/4" ONCE ASSEMBLED. EXAMPLE: OXXO WITH GLASS TYPE B, 71-3/4" WIDE X 95-3/4' HIGH DOUBLE DOOR WITH (2) 36-3/4" X 95-3/4" SIDE LITES, ANCHOR TYPE 2 INTO CONCRETE, DESIGN PRESSURE _ +34 /-34 PSF, SEE EXAMPLE 4, SHEET 2 FOR DP EXAMPLE DOOR ANCHOR REQUIREMENTS FROM TABLE 11: 4 ANCHORS © EACH SIDE LITE JAMB 5 ANCHORS EACH DOOR PANEL @ HEAD 5 ANCHORS EACH DOOR PANEL (g SILL 3 ANCHORS EACH SIDE LITE @ HEAD 3 ANCHORS EACH SIDE LITE © SILL OSEE CIRCLED VALUES ON TABLE 11. X = DENOTES ANCHOR LOCATION. PNODUCfammo ismo s.% vMt t•e Florida Wallas A rceeNNo 17-0)64- 0 Esetradea Ettw y 1'7g 122 /St,-- ditra' Po,* Pledaet Cet>teel F) NEW SHEET COMBINING SIZE ELEVATIONS, ZONE ELEVATIONS AND ANCHOR TABLES. - JR - 04/10/17 N v 0 0 aloe ALUM. FRENCH DOOR & SIDE LITES, LM 0 03 0 (n Z w u.wp OXXO DETAILS (0 0 ON 300 U- 0 M 1- Z awi "sap samas L10EN,gF '�•, �,� Q. * : NO. 58705 *_ %O'. STT5F�'.(U� "Cis• '•F4P ORID.•' . �''7S'ONAL -»\" /1/1111(111 A. LYNN MILLER, P.E. P.E.p 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • •' • EDGE DISTANCE- 2X WOOD BUCK, NOTE 1 EMBEDMENT IMENT DOOR HEAD (WOOD) EMBEDMENT 1/4" MAX. SHIM STAGGERED ANCHORS 2X WOOD , BUCK, NOTE 1 1/4" MAX. SHIM DOOR JAMB (WOOD) —SEE TABLE A, SHEET 1 EDGE DISTANCE 1/4' MAX. SHIM EMBEDMENT 2X WOOD EDGE DISTANCE BUCK, NOTE 1 DOOR SILL (WOOD) S ABLE SHEET 1 1X WOOD BUCK, NOTE 1 1/4" TAGGERED ANCHORS SEE TABLE A, SHEET 1 EDGE DISTANCE EMBEDMENT —1/4" MAX. SHIM SEE TABLE A, SHEET 1 DOOR HEAD (CONC EMBEDM EDGE DISTANCE SEE TABLE A, SHEET 1 1X WOOD J BUCK, NOTE 1 DOOR JAMB (CONC) SEE TABLE A, SH p1/4"M• . EMBEDMENT EDGE DISTANCE DOOR SILL (CONC) ••• • • SEE TABLE A, SHEET 1 1/4" MAX. SHIM SEE TABLE A, SHEET 1 DOOR HEAD (ALUMINUM) 1/4" MAX. SHIM STAGGERED ANCHORS SEE TABLE A, SHEET 1 EDGE DISTANCE DOOR JAMB (ALUMINUM) EDGE DISTANCE • • • • • —SEE TABLE A, SHEET 1 1/4" MAX, SHIM SEE TABLE A, SHEET 1 • • Dodk SILL (ALUMINUM) • • • • •• ••• •• • • • •• 1. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS 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). 2. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, keNFM CLIC GOP' (13:0'PSI MIN', (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE! IFIBUBSITRATE I44N00D/00# FEL: PJ PEV Or MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. ••• • • • • • • • • • • • • • • • • • • • • • T EXTERIOR INTERIOR 3. TYP. ANCHOR TYPE, EMBEDMENT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1.. • • • • • (ALL HEAD & SILL SECTIONS) ►RODOC C REVISED as cawpiylag witb !6r Dodds koala& Coda Aeteptaaee No /7-0 ti •6) Expiration Gate 6R"ar' Pftfr / aiad Coolest F) CLARIFIED DETAILS, ADDED ALUMINUM. - JR - 04/10/17 N aloe ALUM. FRENCH DOOR & SIDE LITES, LM all'1 0 0 CC to Z W 0 MB „ o,p DOOR INSTALL DETAILS • xap 0 ON °MCI 5) 5- 0 rn H- Z 2 J 0 0 LL ua5 11J1ll rtl/ ���•'• L10EN$F'• ���� - No.58705 *' *- Fss/., ORID N•• /ONA% IE A. LYNN MILLER, P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2X WOOD BUCK, NOTE SEE TABLE he-- EDGE DISTANCE EDGE DISTANCE A, SHEET EMBEDMENT 1/4" MAX. SHIM _SEE TABLE A, SHEET 1 SIDE LITE HEAD (WOOD) 1/4" MAX. SHIM-1 2X WOOD] BUCK, NOTE 1 SIDE LITE JAMB (WOOD) EMBEDMENT EDGE DISTANCE SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1 1X WOOD BUCK, NOTE 1 EMBEDMENT 1/4" MAX. SHIM SEE TABLE A SHEET 1 SIDE LITE HEAD (CONC) SEE TABLE A, SHEET 1 1/4" MAX. SHIM 1X WOOD BUCK, NOTE 1 SIDE LITE JAMB (CONC) 1/4" MAX. SHIM IX WOOD BUCK, NOTE 1 EMBEDMENT SEE TABLE A, SHEET 1 EDGE DISTANCE 2X WOOD BUCK, NOTE 1 SIDE LITE SILL (WOOD) EMBEDMENT EDGE DISTANCE SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1 1/4" MAX. SHIM EMBEDMENT • •• ••• •• • • • •• 1. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS 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). 2. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, ByOIME•1,8LIC GF fr (NIPS! MIII!f, jDONEBY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE!IFGUB3fRATE IS WOOD,•30# FEL P E OpMASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. • • • • • • • � • • • • • • T EXTERIOR INTERIOR • • • 3. TYP. ANCHOR TYPE, EMBEDMENT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1.. (ALL HEAD & SILL SECTIONS) EDGE DISTANCE SEE TABLE A, SHEET 1 114" MAX. SHIM SEE TABLE A SHEET 1 SIDE LITE HEAD (ALUMINUM) 1/4" MAX. SHIM SEE TABLE A, SHEET 1 EDGE DISTANCE mown nu o Il M1111 SEE TABLE A,SHEET1 SIDE LITE JAMB (ALUMINUM) EDGE DISTANCE SEE TABLE A, SHEET 1 1/4" MAX. SHIM SEE TABLE A, SHEET 1 •-lDG.•:ATE: ••• $IDE LITE SILL (ALUMINUM) SIDE LITE SILL (COiC) •• •• • 1ROBIIC C REWIND as arelyhos tbe Florida bolding Q.A. Atagt..te N. I7-011.1L. O I E*raft, D.et Sr< //2R2622- k I=j �...� rotor' Pk*,.aw e...ol F) CLARIFIED DETAILS, ADDED ALUMINUM. - JR - 04/10/17 9 N CN O� z71 8 rD O O 0 UJ Z o UJ Viz°' N 0 0 aloo ALUM. FRENCH DOOR & SIDE LITES, LM .01 Y O 1n 0 1n Z W X9 umo.10 SIDE LITE INSTALL DETAILS sa0 ,aa 0 0 5M0 9, LL 0 u, apOS J O_ LL SapOS 1�111111111/// `\'C ON GENa * : No. 58705 jj * cr �S-•c•ORIDP.••'G\�. �''/`,'ONAL �- I I A. LYNNI MILLER P.E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 080 • • • 000 • •