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HomeMy WebLinkAboutRevisions (2) f OFFICE USE ONLY: DATE FILED: PERMIT# /:7O�j -i 03 S REVISION FEE: 25, O RECEIPT# RECEIVED PLANNING &DEVELOPMENT SERVICES � BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE, petm►ttlny uLpartment FORT PIERCE,FL 34982.5652 St.j_ucle county (772)462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: /.3so6 //co coco P/u=t-t e-' ?Alm e I i� FZ . �I DETAILED DESCRIPTION OF PROJECT REVISIONS: CONTRACTOR INFORMATION: STATE of FL REG./CERT. ST. LUCIE CO CERT. BUSINESS NAME: 4 E/vl LvoeJtT�S LC-C s QUALIFIERS NAME: 6LI-lek ADDRESS: ZS P-10 EWOc 0-0 Clie . CITY: TO p,7E,,-- STATE: ZIP: y PHONE(DAYTIME): S6'g 3 CD FAX: OWNER/BUILDER INFORMATION: i NAME: ADDRESS: I� CITY: STATE: ZIP:j PHONE (DAYTIME: FAX: 3 ARCHITECT/ENGINEER INFORMATION: i NAME: LL y klg-z-0 ,,&6,1//7-cT S ADDRESS: 11 T-tfS!`rer !I CITY: -'5 4 e7- STATE: ZIP:' PHONE(DAYTIME): o? G� �/qd`Z FAX: SLCCC: 9123109 f t... Revised 06130/17 COO y KELLY i$ KELLY ARG HITE S I RESIDENTIAL AND COMMERCIAL ARCHITECTURE SINGE 1980 REG.# 8341 January 17, 2018 St. Lucie County Building Department I' 2300 Virginia Avenue Ft. Pierce, Florida 34982 RE: Marsilia Residence - Renovation 13506 NW Coco Plum Court Palm City, Florida 34990 Permit Number: 1709-0375 Dear Sir or Madam, Please note the following regarding the revisions to the above referenced project. All revisions are clouded on the attached plans. 1. The owner has elected to not install a screen wall at th,e pool equipment. This has been removed from the plans. 2. With the discovery of the two ply girder at the Covered Porch (which was addressed with SLCBD in letter dated 11/17/17) it has been determined that shoring will not be required if the new beam is installed and fully secured prior to the removal of the center column. The shoring detail has been removed and notes regarding this installation have been revised accordingly. 3. The owner has elected to eliminate the step down at the existing Living Room. Concrete topping will be installed as per details on Sheet#2. 4. The owner has elected to remodel the Owner's Bath. IAII additional details are indicated on Sheet#1 —4. The plumbing riser diagram is revised on Sheet#3. 5. Please note the attached revised Product Review Affidavit and new product approval documents for the windows and entry doors. The owner has elected to use alternate products from what was originally submitted. All revisions materials and methods are acceptable off: e h' t Certified b Kelly & Ily` hiteot� p - g ry 1 Gary R. Ke I Architect R", 341 ° ` GRK/dm 115 S.W. SIXTH STREET STUART, FLORIDA 34994 (1 12) 283-3452 WUJUJXELLYANDKELLYARGHITEG 15.GOM Planning & Development Services Department Building & ReguIations Division - - Product Review Affidavit • �ot.aat.� �'doy c.� Building Permit# Owners Name M A es I+J, Applicant: ;: T - pening Design Product Rated Manufacturer Model Number Product Approval Glass Method of Attachment _, .. T Pe n ows t 3IICat i^taPCo15S C `�rAx t=�om Cp�.sC'�_5. �y • (Yl�x,auclAo2 s?acitvG oT=IS" AT TAMP d- ao" raT I+uao v- Sill_ (�1a PAI�N2faDT M Stt_s_ TAPGOh>S L NCAD :r'r M65), 1'�U.- tC7tFA�[E I^C1�1J. 13jyu PJYiP-eAAls- ,z _F A2Cki. } Cam= i,sta. 5T�►>��13o i'-t-c7G l53°O`l t+oujs). Fixe Sky-if��ftt' Slidin s � F0�-90 iNDUST2t 5GD- 1-lp 1Co-UCo39,OCo t=L1�C701.oZ' �01 1X a'�4" TAPC0:.7$C�e.AGi Fiot3=� wine Type Doors +CoS/'"$O �cceS ,vc, u 00-0 OCC3� . I/-t Prn3eA• w u +16-3 - ICX7 Fj (-D--ISO ICo-UCooLq. ICo French Doors IS'r2.tES i3C2 tTAGF r--�Igo-Iq.3 Garage Doors yS.�/'SJ �MAe i ,nopA,ctsp. 5%►�" x 1�%y" t_AC, 330ts5 • t�e_zs.Z-ac,� aT eac.� i32s�c�z- . Si.1/-coC�°3 �mAZZ_ mc,oLgSO l,l �RCo Hurricane Protection Roof Ventilation Roofing.Material _Cladding_ ems'• . —,.. I have reviewed the above components or cladding and I have approved their use in this str These products provide adequ'ale*sisiance.W-ithe wind loads and forces specified by current code provisions. Name: ki=LLy ALL �t y '(-A 2GA k-r�QTS Signature: seal Design Prof:_C AZ-/ (Z, 10Et_.,Y Cert, No. Date: t 'SAN . - if r.rrrst, MIAMUDADE ri1IAMI-DADE COUNTY Em PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOI IC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.yov/economy CGI Windows and Doors,Inc. 10100 NW 25rn 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 revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"Sentinel 130" Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W10-02, titled "Series Sentinel 130 Alum Fixed Window (S.M.I.)", sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision G dated 08/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance oftlis 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 ins ect' n at th 'ob site at the request of the Building Official. This NOA rev' e a f this page 1 and evidence pages E-1,E-2 and E-3,as well as approv ` ' t( The submitted c/ ntat vie by l .. ` I Perez,P.E. NOA No.17-0918.07 MIAMI-DADE co Expiration Date: September 22,2020 ` 1 Approval Date: November 22,2017 Page I Ffle,COPY CGI Windows and 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 NOA No.10-0510.13) 2. Drawing No. W10-02,titled Series Sentinel 130 Alum Fixed Window(L.M.I.) (S.M.I.), sheets 1, 1.1,2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision F, dated 04110115,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a'Iseries 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer(D insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 20111-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, DurasealO and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel,P.E. 3. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of 'a series 238 aluminum fined window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel,P.E. 4. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 20;1-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a Sentinel 130 aluminum fixed window,prepared by Hurricane Test Laboratory,LLC,Test Report No. HTL-0080-0103-10, dated 03/30/10, signed and sealed by Vffiu, J.Abraham,P.E. (Submitted under NOA No.10-0510.13) an6l E.E. Product ContrQ1 ExalAiner NOA No. 7 18.07 Expiration Date: September 22,2020 Approval Date: November 22,2017 E-1 I _ t CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51b Edition (2014), dated July 18, 2014, prepared by Al-Farooq i orporation, signed and sealed by Javad Ahmad,P.E. (Submitted under NOA No.1 d-0731.05) 2. Glazing complies with ASTM E1300-09. 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 SentryGlas®Interlayer"dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer" dated 04/11/IS expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06119/14, expiring on 05/21/16. 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP-Saflex and Saflex HP Composite Glass;Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51' Edition (2014), and of no financial interest, dated July 18, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under NOA No.14-0 731.05) 2. Laboratory compliance letter for Test Report No. HTL-0080-0103-10, issued by Hurricane Test Laboratory, LLC, dated March 30,'2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.13) 3. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P.E., Supervisor,Product Control Section G. OTHERS 1. Notice of Acceptance No. 14-0731.05, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — L.M.I. approved on 10/16/14 and expiring on 09/22/15. Manuel ere 1 oduct Control Exa in r NOA No. 17-01 .07 Expiration Date: September 22,2020 Approval Date: November 22,2017 E-2 i i CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.W10-02,titled Series Sentinel 130 Alum Fixed Window(L.M.I.) (S.M.I.), sheets 1, 1.1,2,3, 4, 5 and 6 of 6,dated Ol/30/10, with revision G, dated 08/29/17,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complyin with FBC 6rn g Edition (2017), dated July 15, 2017, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to'!Kuraray. America, Inc. for their "Sentry Glas© (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to,Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company(MA) for their"Saflex CP—Saflex and Saflex HP Composite Glassy Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 5ih1 Edition (2014), with FBC 61h Edition (2017) and of no financial interest, dated August 15,2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS ' L Notice of Acceptance No. 15-0413.03, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window M.I. approved o 6/25/15 and expiring on 09/22/20. 55 Manuel Pf e P.E. PSI oduct Control E( miner NOA No.17-0918.07 Expiration Date: September 22,2020 Approval Date: November 22,2017 E-3 49' 4B' 49' U O FLANGE WIDTH BUCK WIDTH FLANGE WIDTH N TYPICAL ELEVATIONS D D.L. On. c3 D.L.OPG. DA_OPG. o m CJ 6'MAX. 18'.MAX 1v d$ 1g. Z HEAD/SILL A SHORTER �8 Al CORNERS SIDES m sypD p�� mg ANCHOR SPACING SHOWN HEREIN APPLICABLE, .F g �o z TO FLANGE AND FLUSH FRAMES. F SEE SHEET 1.1 FOR FIN FRAMES. a o O`e 0 I II II It m I ILmz it 11 G o N n n u R u N C��`� 8 C u u C1 n n u u. ILoq N n u u u u n 0 JL-___-11____ ___JL_____11____ ____IL1L___ 96' 0 dl tj C d n------rc--- ---r------rr--- ---n------rc--- BUCK HEIGHT GS n C3 it ii ii it � ii /• ii Q��� D.L OPG. U.Z m o u / u n u n u e x D _JL__ _1L____ 1�= D JL__1_1L____ V D l7- --� _ m _�_____� O N c ii ii o ii oci ii ii J o� 73 n u m u u u u s'p n n u u u u Q, R u u uW u u m ______LL____ v�f ____JJ______LL____ ---�r------tr--- ZD ---�r-----Tr--- =o ----Ir------rr--- o II II 1�ON II II ON II II 0 II 11 II II 11 II II II 0 _ 11 II II II ====-U====u----'It' 11 II 11 II II II o it tl If•__-11 II II 11 II II 11 II 6 II%� II II z 0 c II It JL 6 II II O O alwl m 3 B1 �I : O�N FALSE WNNTINS 6' MAX. 17'MAX. N N^ n (SURFACE APPLIED) 18 MAX. G MAX. 1B`MAX. CORNERS STRAIGHT Iv O M OPTIONAL SHORTER HEAD/SILL SHORTER SLOTS Z -0FLANGE & FLANGE ADAPTOR FRAME SIDES CORNERS SIDES z EQUAL LEG FRAME DAYLTTE OPENINGS: I s D.LO. HEIGHT BUCK HEIGHT- 3.00' o—n SERIES 130 SENTINEL ALUMINUM FIXED WINDOW D.L.G. WIDTH = BUCK WIDTH - 3.00' b o DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER W.WID L)^ CHARTS SHOWN ON SHEET 2. WINDOW WIDTH WINDOW W WIDTH_, WINDOW WWDO� WIND Ir 'II I I I I I I r it APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS , r , 0— —OF FIX./FIX. OR FIX.WDW. WITH OTHER MIAMI-DADE COUNTYAPPROVED WINDOWS USING MWMI-DADE COUNTY APPROVED MULLIONS--IN BETWEEN.LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL % z o€ QWILL APPLY TO ENTIRE SYSTEM. 3 # 3 E0 �THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 3 S REQUIREMENTS OF THE 2014(5TH EDITION)/2017(67H EDITION)FLORIDA WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH W.WIDTH LAM. GLASS g 21 BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ) € I I SS 1BY OR 29Y WOOD BUCKS do BUCK FASTENERS BY OTHERS, MUST BE __ __ r INSULATING LAMMPACT DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS L-— —1 r— —�l F LARGE MISSILE IMPACT D - -- --.-TO-THE SULLDING_STRUCTURE - _ .. . _ ,...._ _ _ _ _ __G _ _ o - �`- - 9 -I -;� y _ _I I - -- SM_ALL,.MISSILE_IMPACT , ANCHORS SHALL BE CORROSION RESISTANT,SPACED AS SHOWN ON DETAILS / / AND INSTALLED PER MANUF'S INSTRUCTIONS.SPECIFIED EMBEDMENT TO BASE ' 3 i \\1L1111111//A/ °c o 0 MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. I I G� 7 it 7 `����;••' C,Eryy�•� �� d •% 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 THESE WINDOWS ARE RATED FOR LARGE do SMALL MISSILE IMPACT. PRODUCT REVISED e'7 as comp%ying with the Florida - REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG.CODE&ADOPTED STANDARDS. SHUTTERS ARE NOT REQUIRED. Building Code v •li fi THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION NOA-No. 17-0918.07 FOR A SITE SPECIFIC PROJECT,La. LIFE SAFETY OF THIS PRODUCT,ADEQUACY ATE OF �•(y� drawing no. ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BEORIDPr'' 0 OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR F�cplraUon Date 09 �2020VERIFIED B1'INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS �� s r' W�0-0AND TO NS NOTIESHO N NBUT141S DRAWING ARE OFFICIAL TO BE ANALYZED SEPARATELY, SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. Miem ade Product C AL AND �IAL��\`` sheet 1 of 6 96' BUCK HEIGHT D.L.OPG. T o, i � N �F 11 P u I , 914 11 II 16"MAX. 6'MAX. c SIRNGM JAMB SIDES 96. CORNERS rn BUCK HEIGM o gc D.L OPG. o�3 VQN I� 11 II � II II II � ;1 1; II••\�\ ;I I; D�p g ,I 1, II\\�• ,, , ��m -4F=====� _____ � u Lfl a 16'MAX. 6'MPJ(. ,� SiWJGM JAMB F. SIDES CORNERS 96" BUCK HEIGHT D.L. OPG. u rn 11 II it\\\• II I1 v m 11 II II II -- II c7 v i 0 Za e w 16"MAX. 6'N1AX. D Eo O �• SIDES CORNERS 1 }3 3 O = g m BUCK HEIGHT d 0 �qC Z o. a c=('1 �y D.L OPG. C m a Ep gg � m D -I N 4 o V ' a• o A l 11i f � z A 11 v c r rn 3i NO n y 9 a =y====� f/hun 111 T a eels 61_y0 1e (revisions: SERIES SENTINEL 130 ALUM FU(m WINDOW(LM.I.)(S.M.I.) AL-FAROOQ CORPORATION a M N.HME. OnENGINEERS&PRODUCT DEVELOPMENTp 1H6 sHEEr CGI Windows and Doors, Inc. T 9360 SUNSET DRNE,SURE 220 THIS 6HM7 10100 N.W. 25TH STREET MIAMI,FLORIDA 33173 (C.A.N. 3633)2014 FBC C 1H6 STtEO MIAMI, FL 33172 TEL(305)26"1A0 FAX(305)262697E son Ilac TEL(305)593-6590 FAX(305)593-6592 COMP-ANL W10-02CGI DESIGN LOAD CAPACITY-PEP DffiGN LOAD CAPACITY-PSF W U FIANCE DIMS. BUCK:DIMS. 1GLAss TYPES'c'k'cl'GIASS TYPES'D'k'D1' FLANGE DIMS. BUCK DIMS. MASS TYPES'C&'CI' CUSS TYPES'D'k'Dl' O WIDTH(W)ILENGTH(L) WIDTH(w)LENGTH(L)l EKr.(+) INT.(-) E%r.(+) 1NT.(-) WIDTH(W)LENGTH(L) WIDTH(W)LENGTH(L) DCT.(+) 1NT.(-) W.(+) INT.(-) O 24' 23, 80.0 60.0 80.0 80.0 24• 23' 80.0 BOA 80.0 50.0 Z m A 30' 29' 80.0 B0.0 80.0 80.0 30' lie 29' 113" 80.0 80.0 80.0 80.0 L C 38' 35' 80.0 80.0 80.0 80.0 36' 35, 73.0 73.0 80.0 80.0 F' p a1 42' 36. 41' �. 80.0 80.0 80.0 80.0 41" 40' 61.4 61.4 80.0 80.0 Q a -1 � 48' 47' 80.0 80.0 80.0 80.0 24' 23' 00.0 80.0 80.0 80.0 0 9 N`g 54' 53' BO.0 80.0 80.0 80.0 3D' 120' 29' 119, 80.0 80.0 80.0 80.0 0. yi so' 59' 80.0 80.0 80.0 80.0 35' 35' 724 72.4 BO.0 80.0 C N N 61' 1 60' 80.0 BO.0 80.0 80.0 39' 38' 65.9 65.9 80.0 80.0 u C a 24' 23' 80.0 80.0 80.0 80.0 24' 23' 80.0 80.0 80.0 80.0 $4IE1 of 0 Z o WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED tr 30" 29" BO.0 80.0 80.0 80.0 30" 121' 29' 120' 80.0 80.0 BO.0 80.0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE C d O G .9 36' 35' BO.0 60.0 80.0 60.0 36' M. 72.3 723 80.0 Bolo 0 It ' 42' �. 41' 47, 70.2 70.2 8DO 80.0 39, 38, 65.8 65.8 80.0 Bolo Q 0 N 48' 47' LLz 61.3 61.3 80.0 80.0 W 6 y= 54' 53' 61.3 61.3 80.0 80.0 X BUCK DIMS 3,' .I L9 ro 60, 59' 61.3 613 80.0 80.0 Q 61' 60' 61.3 61.3 80.0 80.0 DESIGN TOAD CAPACITY-PSF 24• 23, 80.0 80.0 80.0 80.0 FLANGE DIMS. BUCK DIMS. 1OLLRS TYPES'C h,cl.Cuss TYPES'D'k'DL' FLANGE FRAME m 30, 29' Bolo Bolo 00.0 80.0 WIDTH(W)LENGTH(L) WIDTH(W)LENGTH(L) EKr.(+) INT.(-) EXL(+) '1 NT.(-) N 36' 35" BO.0 BOA Bo.o 50.0 19-1/B• 19-1/8' 80.0 80.0 80.0 80.0 I I FIANCE DIMS 1. 60, 41• 59. 70.2 70.2 80.0 80.0 26-1/2' 25-1/2' 80.0 80.0 BO.O 80.0 3 C 46' 47' 61.3 61.3 BO.0 80.0 37" 26' 36' , BD.O 80.0 80.0 80.0 BUCK DIMS 54' 53, 54.3 54.3 725 725 48' 47 BO,0 80.0 80.0 80.0 O 60, 59" 48.8 48.8 65.1 65.1 53-I/8' 52-1/6' BD.O 80.0 80.0 60.0 8 0 r 61, 60' 48.8 4" 65.1 B5.1 61, 60' 80.0 80.0 80.0 80.0 o, LL 24' 23" 80.0 80.0 80.0 80.0 19-1/8" 1B-1/8' B0.0 80.0 80.0 80.0 C 30, 29' 80.0 80.0 80.0 80.0 26-1/2' 25-1/2' 80.0 80.0 80.0 80.0 EQUAL LEG FRAMa 0 N o 38" 35' 80.0 80.0 80.0 Bolo 37" 35' 'B0.0 80.0 80.0 BOX '? %0^ e 35-3/8' 37-3/8" BUCK DIMS ;N 42' 727 41• 71' 70.2 70.2 50.0 80.0 48' 47' 77.1 77.1 80.0 80.0 ❑j 3 to 45' 47' 613 61.3 80.0 80.0 53-1/8' 52-1/8' 77A 77.1 80.0 80.0. C Z 54" 53" 543 54.3 72.5 72.5 61' 60' 77A 77.1 80.0 80.0 60' 59' 48.8 48.8 65.1 65A 19-1/8' 18-1/8' 80.0 MO 80.0 80.0 Q O " 61, 60' 48.0 48.0 64.0 64.0 26-1/2' 25-I/2' Bolo Bolo 00.0 Bolo FIN FRAME o R 24' 23' 60.0 80.0 80.0 80.0 37' 50-5/8' 36' 80.0 80.0 80.0 80.0 30, 29' 80.0 80.0 80.0 80.0 48' 47' 49-5/8' 61.3 613 8D.0 80.0 BUCK DIMS 36" 35" 78.2 78.2 80.0 80.0 53-I/a' 52-1/8' 58.0 58.0 77.4 77.4 42" 84. 41' �. 70.0 70.0 80.0. 80.0 61' 1. S8.0 58.0 77.4 77.4 48' 47' 613 61.3 50.0 80.0 75-1/4" 74-1/4" 58.0 58.0 77.4 77.4 e n FLANGE ADAPTOR FRAME 54' 53' 543 54.7 725 725 93-3/4• 92-7/4" 58.0 58.0 76.5 76.5 0$ a S. 56, 55' 52.4 52.4 69.8 69.8 19-1/8' 18-1/6, 80.0 80.0 80.0 80.0 12 9 I ElGE DIMS- --li W NJ 24' 23' 80.0 80.0 80.0 80.01 26-1/2' 25-1/2' 80.0 80.0 80.0 80.0 a g 1• 29' 80.0 Bo.o 80.0 80.0 37' 83• 62•36' 80.0 80.0 BO.0 60.0 36' 35' 75.6 75.6 BO.0 80.0 48' 47' 813 513 80.0 80.0 NOTE? g7' 96' GLASS CAPACITIES ON THIS SHEEP ARE 42' 41" 65.2 652 80.0 80.0 53-1/8' 52-1/a' 553 553 73.7 73.7 BASED ON ASTM E1300-09 (3 SEC. GUSTS) •• n 48" 47' 60.6 60.8 BO.D BOA 61, 60' 48.0 48.0 64.0 84.0 u d o o d _ _ _ AND FLORIDA BUILDING COMMISSION 49' 48'- -5976`s9a-eo:o-8oA---7S=174' -- '74=1/4• -ass--46:5--61:9--61s-=DECLARATORY-STATEMENT-DCA05-DEC=219- 24' 23' 80.0 80.0 80.0 80.0 19-1/8" 18-1/8" 80.0 80.0 80.0 80.0 ``%till uul,,7 o c c W" 30' 29' 80.0 BOX 80.0 80.0 26-1/2• 25-1/2' 80.0 80.0 BOX 80.0 36' 102' 75' 101' 74.6 74.6 80.0 80.0 37' 76, 36' 75, 78.9 78.9 Bolo 80.0 C;A t 7�197 ; ��•'�,CENSF'•• i d - -Y 9 I 42' 41' 65.7 65.7 B0.0 Bolo 48' 47' 613 61.3 Bolo B0.0 I 46' 45 S93 59.3 Bolo solo s3-1/B' s2-f/e' ss3 5s3 73.7 73.7 PRODUCT REVISED _ 70592 ' ° - as comp)ying with the Florida 24' 23' 80.0 80.0 80.0 BD.0 et• 60' 48.0 48.0 84.0 64.0 Building Code 30, 29' 80.0 Bolo 80.0 80.0 No.-. 17-0918.07 35" Ica" 35" 107' 73.8 73.8 80.0 90.0 ANCHOR SPACING TO BE AS PER SHEETS 1 k 1.1 Ex Irate nDat1 09f 020 TOTE OF �� drowin99 no. 4 62.4 80.0 80.0 44' 43' 991 59.1 80.0 80.0 By rrr7/ Dr�A�-�' W10-0 2 Mram ade ro uct nt Lrlllittltt` sheet of 6 3/18'ANN.CLASS 3/16'HEAT STREWD GLASS 4 ►■ .076'In;edoyef .075'Interlayer Q Set-CP With PET Core Soflex CP W8h PEr Core b By'Eastman Chemical Co: By'Eastman Chemical Co.' Z n # OR OR .090'Interlayer 090"Irdedayer 0 Saflex Clear And Color Glass Saflex Gear And Color Class By'Eastman Chemical Co.' By'Eastman Chemical Ca: I DR OR Q a S a 090"Interayef 090'Interlayer Qq O c0i SerrtryGlag SentryGlas 0 Gi OR Kuroray America. Inc.' By 'Kuroray America, Inc.' ILOR e kt 090'Intedayer 090'Interlayer 0 t CyOj h Trosdol PVB Trosifol PVB 0 C�� By'kumray America.Inc.' By'kuraray America, Inc.' O Z Crca:'� 8 m 3/16'HEAT STREN'D GLASS 3/16"HEAT STREN'D CLASS 0 IL a as o �0q U) p i ii Q CI 0 Tir. 6 a O 1 ij i GE 1200 < O 1 Ij i GE 1200 0'SILICONE SILICONE Z O_m \ ES DOW CORNING 899 \ E3 DOW CORNING 849 O rD n II II M II II ZZ m DOW CORNING 995 DOW CORN NO 995 Q W A jl I! li I! N N 0 {Oy e W MS AT 1/4 POINTS ON L.ITES ki M5 AT 1/4 POINTS ON LITES C n WIDER THAN 36' � WIDER THAN 3fi' $ GLASS TYPE 'C' GLASS TYPE 'D' Oo w 7/16-OVERALL LAM.GLASS 7/16-OVERALL LAM.GLASS 8 (L.M.1. & cV) 3/16'ANN.GLASS 3/16'HEAT STREN'D GLASS O N a .075'irderloyer 075"Interlayer _ al N Saflex CP With PEr Core Saflax CP With PET Cora n ro By'Eastman Chemical Co.' By'Eastman Chemical Co.' 0 n OR OR E C Z N 090"Interlayer 090'Interlayer IS Saflex Clear And Color Class Saflex Clear And Color Olaes 'O O -o BR'Eastman Chemical Co.' By'Eastman Chemical Co,' IG SILICONE e� O GE 3/8"AIR SPACE 3/8-AIR SPACE OR 0 DOWi2DO CORNING 899 U 2 -090'Intedoyer 0. nlerlayer DOW CORNING 995 SentryGlas try j.I• . 3/16"HEAT STREN'D GLASS By'K.my America. Inc.' By'K.mray America. Inc.' j• :I OR OR II II!I T 090'Interiayer 3/16'HEAT STREN'D GLASS 090"Intedoyer n II li II 8 Trosifol PVB •Trosifol PVB !! i!I! By'kuraray America. Inc: By'kuroroy Amedca. Ina' M4 i! ji i! >xn 3/16'HEAT STREN'O GLASS 3/16'HEAT STREN'D GLASS o SY3+ ++ SILICONE o D SILICONE SILICONE GE 1200 y t5 a al GE 1200 or GE 1200 DOW CORNING 899 o i g g r6 g i z DOW CORNING 995 rn I�I DOW CORNING 899 DOW CORNING 899 i •i.I DOW CORN NO 995 i •i.i DOW CORNING 995 M1 ij ij!j \ M1 ij ii!i OP77ONAL GLAZING DETAIL •• _ Y h r- n II II II n II it I ao�e'.•dm %L EDGESPACER :• •• XL EDGE SPACER GLASS TYPES 'Cl' & 'D1' o O 'I 'I'I sr.-STEEL 6Y'C/�RDINAL• I .I.I 5T-STEEL.BY"CARDINAL• E4 i j•i• OR E4 I• I•I• OR o o c 'i DURASEAL BY'OUANEW :i DURASFAL BY'OUANE%'OR A OR \`tttl II11ill.yy c K SUPER SPACER BY'OUANW SUPER SPACER BY'OUANIX' ryflk 0 o CG i Et nil �:'11Gt • M5 AT 1/4 PO NTS ALL SIZES F M5 AT 1/4.PO NTS ALL SIZES PRODUCT REVISED = 70592 iG as complying with the Florida *_ �• GLASS TYPF 'Cl' fV GLASS TYPE. 'D1' Building Cade _ �• - o a $ 1'OVERALL INSUL LAM.C1A55 1'OVERALL.INSUL LAM.GLASS NOA-No. 17-09'18.07 •'. ` 9 L.M.I. ONLY of ty� drowrng no. ( ) iratl a Date ost22l2ozo .`�` o .....•••���� W10-02 IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING By /y cS •��� `��� EXTERIOR PLY OF CLASS TYPE'Cl'do'Dl'MUST BE TEMPERED. ll I I11 t1, sheet 3 of 6 i TYPICAL INSTALLATION DETAILS83 THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INSTALLATION DETAILS THRU IX INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL Z u m WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULUONS F FLANGE FLANGE PI ANCHORS FLANGE 1/4-MAX. FLANGESEE c FOR SPACING SHIMS 2(iY WODD BUCK IL jl jl DR - METAL µI jl�I WOOD ST?I1U TYPICAL ANCHORS STRUCNRE d'CI w Ij Ij M2 FOR SPACING v , M2 SEE ELEV. a~ 1 SEE E� TYPICAL ANCHORS C a N In I' II Ij .a FOR SPACING C'¢1 N o O I � vN O I \ O oa0�� E1 I El __ = IL.Z N 2 a S2 MIN., Q W m£ 0 • II Ij M2 � ••v •' 7YPICA4 ANCHORS I 1 I SEE ELEV.R E3 Ij Ij \ h 18Y FOR SPACING WOOD BUCK •v E7 E3 J e U I O � O 1/4"MAX SHIMS O v EQUAL LEG EQUAL LEG EQUAL LEG <a . EQUAL LEG O LJ r- 2BY WOOD BUCK M2 METAL C N O OR STRUCTURE a -N B it II p,� WOOD STRUCTURE o RE C Ij Ij TYPICAL ANCHORS y N E3 1 I M2 _ SEE ELEV. II II = FOR SPACING d V 3 a� M3 sz = ------- 3 0�o a M3 ! 52 TYPICAL ANCHORS c . SEE ELEV. °, ..• !I II FOR SPACING '.. .. •� •TYPICAL ANCHORS E3 :I:I y T 'v �I�I TYPICAL ANCHORS - 1 SEE_ELEV.'' - __ li lj. _ SEE ELEV. WOOD BU113YCK FOR SPACING' - FOR SPACING - - - 2 - PRODUCT REVISED I 10 9 as com l i with the Florida m z z a 2 d Building Code NOA-No. 17-0918.07 WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. 09T2TJ2020 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM __ _ _. _..._. _TYPICAL ANCHO tom$:,SEE S".FOR SPACING BY AND TRANSFER THEM TO THE BUILDING STRUCTURE. y e 6 _ Expiration Date ......_. .. 1/4* DIA KWIK-CON II BY 'HILTI' (Fw183 KSI,Fy-157 KSI) aml-0a Produc C n A11111111�� .°.°c" 1/4" DLe ULTRACON BY 'ELCO'. (Fo=177 ifSl,Fymiss Ksq 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) ��AA INTO 28Y WOOD BUCKS OR WOOD STRUCTURES INTO MIAMI-DADE COUNTY APPROVED MULLIONS ��� INTO 2' MIN, PENETRATION INTO WOOD (HEAD/SILL/JAMBS) INTO CONCRETE AND MASONRY 2-1/2" MIN. OR INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURES (HEAD/SILL/JAMBS) INTO METAL STRUCTURE = 3/4" MIN. o THRU 1BY BUCKS INTO CONC. OR BLOCKS - (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) ALUMINUM: 1/8"THK. MIN. (6063-TS MIN.) WOOD AT HEAD, SILL OR JAMBS SO-0.55 MIN. -D i-1/4' MIN. EMBED INTO BLOCKS (JAMBS) CONCRETE AT HEAD,SILL OR JAMBS fc -3000 PSI MIN. STEEL 1/8"THK. MIN. (Fy = 36 KSI MIN.) k! DIRECTLY INTO CONCRETE OR BLOCKS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) C-90 HOLLOW/FILLED BLOCK AT JAMBS fm 2000 PSI MIN. ATEOF r�Qy� drawing no. j 1-1/4° MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) �` TiOP'• - 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) � � YT�uurILN1� sheet 4 of 8 TYPICAL INSTALLATION DETAILS THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW �LV d Ob INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL F, m WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS Q IL a C. FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR TYPICAL ANCHORS 1/4'MAX. Q N SEE ELEV. ` 2BY WOOD BUCK FOR SPACING SHIMS C ui P 1�II OR METAL d C jI a g J WOOD STRUCTURE TYPICAL ANCHORS STRUCTURE Q y G Q N B3 E3 ii i; M2 A3 rroa SSPAEE CI c .a M2 TYPICAL ANCHORS II jl 52 FOR SPACING Q W 4'Y 6 _ {uN_o et \N C3 -- - '�Z�ZmF� I S2 MIN•. � n p TYPICAL ANCHORS M2 ^ 1 SEE ELEV.' t7 II i w 3 C vO1i FOR SPACING Ij II c WOOD BUCK < y E6 E2 E3 3 'a B 0 2 3/B°MIN. 1/4°MAX. BUCK HEIGHT 1/4'MAX. O cAP I CAP "O y I � C== rt �� NOOOBY CGI PURE 1/2'MIN. 1/2-MIN. N N 23/I I F CZ�^ FIN FRAME Mz cCAUUUQN S 3 0 TYPICAL ANCHORS: SEE 0".FOR SPACING I I U #6 SMS (GRADE 2 CRS) INTO 281'WOOD BUCKS OR WOOD STRUCTURES WHEN USED THE MIN. WOOD 1-1/4' MIN. PENETRATION INTO WOOD El i BUCK DEPTH SHALL BE 2%". THE USE DEEPER-OR- BEVELED WOODBUCKS IS HOUSE WRAP E5 Ta "(? PERMITTED. NOT BY CGT EXTERIOR n mo o'a BUCK WIDTH BUCK WIDTH NTY COUNTY r 1 I APPRIOVEDEMUWON I I MULLION&E MULLION ANCHORS 11 I ON-ANCHORS-1 I'SEE-SFPARATE'NOA... I I SEE SEPARATE NOA II II 11 11 C7 1 ol PRODUCT REVISED N = 1 I as cram lying with the Florida _ — I I I I Building code = : = •' •• T i NoA No. 17-0918.07 --- TYPICAL ANCHORS SEE a"' FOR SPACING Expiration Date 09/22/2020 ��� TE OF drawing< no. .T r1 /J14 X 1°SMS. Mlaml a�-d-- - ��S/O�ALt0\\�`\ sheet 5 of 6 2,505 ITEM PART B QUANTITY DESCRIEMON MATERIAL MANF./SOPPLMR/REMARIt9 E7 CGI-118 4/WDW. FLANGE FRAME 6063-T6 - T� o 4-.068 E2 CGI-119 4/WDW. FLUSH FRAME/FIN FRAME 6063-T6 - 812 E3 CCI-121 4/WDW. GLAZING BEAD(UM.GLASS) 6063-76 - Z q 1.995 E4 CGI-123 4/WDW. GLAZING BEAD(LAM.INSUL GLASS) 6063-T6 - O h 4 .995 D65 ES CGI-110 4/WDW. WJL FIN ADAPTOR 6063-T6 - • E6 CGI-109 4/WOW. FRONT FLANGE ADAPTOR 6063-TG - Q a 6 M1 CGI-382V AS REOD. GLAZING BULB VINYL PVC DUROMETER 75-BO SHORE A O iij �.=�• U 1.335-1 M2 CGI-124 AS REOD. SCREW COVER-OPTIONAL PVC - y1 Et M3 COI-112 AS REOD. FLUSH FRAME COVER PVC - O H FLANGE FRAME M4 OPTIONAL GLAZING ANGLE(1 % 1/2 x 1/87 6063-T5 v o M5 - 2/LITE SETTING BLOCKS EPDM DUROMETER 85t5 SHORE A a 0:W 12,54,5E.O68 S2 #10%1-1/4- 2/CORNER ASSEMBLY SCREW PHL PH SMS ST/ST - O A.O.8121.495p.9955 ,�O 5Q M O FLUSH FRAME/FIN FRAME a J C .675 r I o c � D I .995 TYR .975 I 8 O C1 v oUJ f R WELDED JOINT R 1.184--I AT ENDS � oFNo N m O GLAZING BEAD (LAM. GLASS) N 3 M 1 z •c z E�� .995 1.00I. III 1.184 .500 ILL-♦•---i�� vi M4 Ea GLAZING BEAD (LAM. INSUL GLASS) GLAZING ANGLE (LAM. INSUL GLASS) CIRCULAR WINDOWS E y- 1.130 065 1 450 RECT. OR SQUARE WINDOWS C g 180 m= 1.550 1.680 .550 .Gsa TYP. CORNER DETAILS 0 c m I:1.395 //111111 I11 IVV >u c u c O NAL FIN ADAPTER E6 FLANGE ADAPTOR I-1395 1.119 PRODUCT REVISED7 L r.180 291 W ding Codewlth the Florida T N oso osD DA-No. 17-0918.07 .065 1.OB1 Expiration Data 09I2212020 ®•, ATE OF CND drvwing M3 M2 Mlam ade Pro uc Co r 1 7iVr ��� O FLUSH FRAME COVER O SCREW COVER 11111111// sheet 6 of 6 1P15/2018 Florida Building Code Online fV,% M r 2- e „? r�+mya& K R:� ra BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts I'Publications FBC Staff j BCIS Site MapPy Links Search 'i R i "fUF lid I Product Approval -USER:Public User is duX: Product Approval Menu>Product or Application Search>Application List>Application Detail j i FL# FL15001-R2 Application Type Affirmation Code Version 2017 Application Status Approved i 9 Comments Archived Product Manufacturer Signature Door Inc p Address/Phone/Email 401 Priority Sti Altoona, PA 16602 (814)949-2770 Ext14 dnix@signaturedoor.com Authorized Signature Douglas Nixon,l dnix@signaturedoor.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors'I Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation(Report-Hardcopy Received Florida Engineer or Architect Name who developed the Warren W. Schaefer Evaluation Report Florida License PE-44135 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By Terrence E. Lunn, PE Validation Checklist-Hardcopy Received Certificate of Independence FL15001 R2 COI certification�of independence.Ddf f Referenced Standard and Year(of Standard) Standard Year TAS-201 1994 TAS-202 1994 TAS-203 1994 Equivalence of Product Standards Certified By ,. i ' i Licensed Professional Engineer or Architect 1 R2 E' uiv a uivalen statement for door testin df I Sections from the Code File Copy thai there are no changes in the new Florida Building https://www.floridabuilding.org/pr/pr app_dtl.aspx ar q Zyi" sFSSMPjANXk2vri8ildLmDFE8KM3czGgg%3d%3d 1/2 x 1/15/2018 Florida Building Code Online Code which affect my product(s) and my product(s)are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No - N/A Product Approval Method Method 1 Option D Date Submitted 08/07/2017 Date Validated 08/07/2017 Date Pending FBC Approval Date Approved 08/10/2017 Summary of Products a FL# Model,Number or Name j Description ' 15001.1 1 3/4"Series Impact Rated In-Swing In-Swing Wood Doors Doors i Limits of Use Installati — - ------on Instructions Approved for use in HVHZ:Yes FL15001 R2 II Drawing 1779.Ddf Approved for use outside HVHZ:Yes Verified By: Warren W. Schaefer,P.E.44135 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Door size, assembly, pressure and installation FL15001 R2 AE Evaluation report WWS-201.odf requirements are to be as specified in the attached drawing Created by Independent Third Party: Yes No. 1779.Job required design wind pressure shall be calculated in accordance with the Florida Building Code Chapter 16 and ASCE 7 Minimum Design Loads for Buildings I ' and Other Structures.This door system is rated as a wind zone 4 missile level "D"-product. j 15001.2 1 3/4"Series Impact Rated Out- Out-swing Wood Doors Swing Doors Limits of Use ]Installation Instructions —� Approved for use in HVHZ:Yes i FL15001 R2 II Drawing 1778.odf Approved for use outside HVHZ:Yes i Verified By: Warren W. Schaefer, P.E.44135 Impact Resistant:Yes € Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports i Other: Door size, assembly,pressure and installation i FL15001 R2 AE Evaluation report WWS-202.Ddf requirements are to be as specified in the attached drawing Created by Independent Third Party: Yes i No. 1778.Job required design wind pressure shall be calculated in accordance with the Florida Building Code Chapter 16 and ASCE 7 Minimum Design Loads for Buildings and Other Structures.This door system is rated as a wind zone 4 missile level "D" product. F-a,a Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-.1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Acc Issibility Statement::Refund Statement Under Florida law,.email addresses are public records.If you do not want your e-mail address relelased in response to.I public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email'addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click here. Product Approval Accepts:i Credit.Carr Safe https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquS73Fr2ZyiPsFSSMPjANXk2vrl8lldLmDFE,,KM3czGgg%3d`/o3d 2/2 W. W. Schaefer Engineering & Consulting; P.A. (CA #6809) 7480 150t'' Court North Palm Beach Gardens, FL 33418 Phone(561)744-3424 ENGINEER'S EVALUATION REPORT#WWS-202 r Prepared for: Signature Door, Inc. 401 Priority Street Altoona,PA 16602 Phone: 800-741-2265 Prepared by: Warren W. Schaefer, P.E. Florida Professional Engineer#44135 Manufacturer: Signature Door,Inc. e Product Category: Doors Evaluation Method: 1-D (Engineer's evaluation) Product model&name: 8 Foot Wood Out-swing Impact Doors i Documents that must accompany this report: 1. W. W. Schaefer Engineering& Consulting drawing No. 1778 i Door size restrictions and assembly requirements: See drawing NO. 1778 t Maximum allowable design pressure: See drawing NO. 1778 t Y Installation requirements: See drawing No. 1778 Code compliance: Code section(s) considered with this evaluation: FBC,Chapter 17 3 Wood Coatings: All wood members shall be of an approved durable species,or be treated in an approved method with an approved preservative per applicable codes and standards. ti Glass: All glass meets the current ASTM E1300 standard. I s Mullions: k Mullion conditions stated in this approval have been tested in accordance with TAS-201, 202 &203 and meet the requirements of FBC. 1 I Test Standards applicable to the testing of these doors: TAS-201, 202 &203 (some units were tested to PA-201, 202 &203 which are found to equivalent to TAS-201, 202 &203) Test Laboratory: Hurricane Test Laboratory, Inc. (Currently Architectural T Inc). lesting, Test report numbers: 0243-0605-01, 0243-0802-0, 0243-0929-01 &0243-1013-03 General report notes & system limitations: 1. All size&installation conditions shown in this report and the referenced drawing No. 1.778 are based off the referenced test reports and/or engineering analysis in accordance with the Florida Building Code. 2. Doors shall be constructed in accordance with the descriptions in this report, and the manufacturer's state approved quality assurance entity specifications. 3. This product is approved for use in &outside of the High Velocity Hurricane Zones (HVHZ). 4. Job required design wind pressure shall be calculated in accordance with the Florida Building Code Chapter 16 and ASCE 7 Minimum Design Loads for Buildings and Other Structures(0.85 directionality factor may apply per the current ASCE 7fstandard). 5. These doors are both small&large missile impact rated for use in wind;zone 4&missile level"D"locations and need not be shuttered. 6. When applicable, all safety glass requirements must be met per FBC. 7. When the ADA threshold is used, these door units are not approved for @use where water infiltration resistance is required by the door. Unless units are installed fin non-habitable areas where the unit&the area are designed to accept water infiltration;units shall be installed only at locations protected by a canopy or overhang where-by the overhang(oh) ratio is equal to or more than 1.0 per FBC. 4 Quality Assurance En ' : National Accreditation and Management Institute JAN 0 9 2015 Warren W chaefer, P.E. Florida ..444135 +l• rl - � t< of e4°<,.e - >. <.— .•t.4_ - . i i i i i S f 2 1 1 I I i GENERAL NOTES: DRAWN er: CHFFLLNm ar.1. THIS PRODUCT HAS BEE!TESTED.ANALYZED&APPROWO FOR DESIGN 74 1/4" MAX. FRAME WIDTH (F.W.) MALL AS PRESSURES NOT TO ONCEED THOSE SHOWN IN THE-ALLOWABLE DESIGN PRESSURE 6" MAX. 6" MAX. SEE CORNER 2. 37 9/16" MAX. nor: wTE: 2 LEOPENIPENI NGS,SUCKING&SUCKING ON FRAME WIDTH (F.W.) SEE 6 NO FASTENERS MUST BE PROPERLY DESIGNED& A B " MAX, INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE SHEET 7 6" MAX- P. A CORNER a 3. ALL HARDWARE&FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS 5 5 (TYP-) ) DETAIL&SHALL NOT MANY UNLESS SPECIFICALLY MENTIONED ON THE ORAwwm 5 SPECIFIES ANCHOR EMBED TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR ON SHEET STUCCO. I 8 1/2' 7 3 a. THIS PRODUCT HAS SEEN DESIGNED IN ACCORDANCE WITH AND MEETS THE RECUIREMENIS OF THE FLOPoDA BUILDING CODE(FBC)INCLUDING HIGH VELOCITY HURRICANE ZONES(HVH2)&IS LARGE MISSILE IMPACT RATED. S. IMPACT SHUTTER SE ARE NOT RESIT FRAMES MES O P PRODUCT. TYP. FRAME 8, P11 µCNORS SECURING PRODUCT FRAUES TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL BE CAPABLE OF RESISTING CORROSION CAUSED BY THE JAMB / SCREW OR / PRESSURE TREATING CHEMICALS IN WOOD. RLATE z 7. DETERMINE THE POSITIVE&NEGATIVE DESIGN LOADS TO USE WHEN PLATE I 25 26 FASTENERS MOUNTING CLIP o g RIDTRENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND / I THROUGH WHERE SHOWN. GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH STRIKE z THE FLORIDA BUILDING CODE,A DIRECTIDNALNY FACTOR OF Kd-0.85 MAY BE I PLATE STRIKE PLATE SEE "FRAME B AP'.PER THE ASCE-7 STANDARD. 39 42 43 I INTO SUBSTRATE ANCHOR 14 NA)( k S. MATERMLS.INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO AcnvE I 40 44 45 IN WHEN INTO REQUIREMENTS CONTACT BUILD NO CO DISSgdMR MATERWS SHALL MEET THE REOUIREMENS OF _ LUCK ! WOOD; 3 WHEN TABLE" ON THIS O.C. _ FLORIDA BLAMING CODE INACTIVE B, TO THE BEST OF OUR KNOWLEDGE THE PRODUCT SHOWN HERON 6 GLAurr 2 I LOCK INTO CONCRETE) = U) SHEET FOR ASSURED @Y A FLORIDA STATE APPROVED CERTIFICATION/OA ENDTY&SHALL BE /25 3/4' SFE "F w (TYP.) AND IN ACCORDANCE WITH THE FSC D THE FLORIDA DEPARTMENT OF "FRAME SCREW BUSINESS&PROFESSIONAL REGULATION SPECIFICATIONS. THESE ORAWWCS SHOW R =MAX. D. i ANCHOR / REQUIREMENTS. ALL APPLICABLE ELEVATION,COMBINATION,INSTALLATION&COMPARATIVE ANALYSIS = J ANCHO CONDITIONS AS DETERMINED THROUGH TESTING&ENGINEERING RATIONAL ANALYSIS. REQUIR o ACTIVE II INACTIVE = Z 25 3/4" PRODUCT ASSEMBLY SHA L SE IN ACCORDANCE WITH THESE DRAWINGS,THE = TABLE" ON THIS w w MANUFACTURER'S GUILTY ASSURANCE SPECIFICATIONS&TESTING REPORTS. SHEET FOR w 10.CERTIFICATION OF THIS PRODUCT SHALL BE CONSIDERED VOID IF IT IS w w 3 MAX. D.L.O. 41 48 49 INSTALLED WITHOUT A BUILDING PERMIT FROM THE APPLICABLE LOCAL BUILDING g I SCREW DEPARTMENT OR IF R IS INSTAUEIT BY ANYONE OTHER THAW A LICENSED ' 07 ACTIVE Z W O OPPOSITE REQUIREMENTS.CONTRACTOR EXPERIENCED WITH INSTALLATIONS OF THIS TYPE OF PRODUCT. 11 -. 11.ALL WOOD MEMBERS OF THIS PRODUCT THAT MAY POSSIBLY COME INTO D E D (PREDRILL z D LOOK o CONTACT E S MASONRY OR CONCRETE SUBSTHAIFS,ARE SUBJECT TO MOISTURE 6 / 6 I 0 6 o HOLES IN JAMB) Q 6 6 g N &OR ARE SUBJECT TO THE OUTSIDE ENVIRONMENT SHALL BE OF AN APPROVED 0 GRIM SPEGES OR BE TREATED W AN APPROVED METHOD WITH AN APPROVED ! 46 d O d PRESERVATIVE PER FBC REQUIREMENTS. \ / I HANDLE N \� 46 0 AI TiRNeIE AMCHOR/SI_IBSTTLe EVALUATION ND TYP. FRAME SCREW / a o HANDLE o a o ALL ALTERNATE ANCHORS IN THEIR SPECIFIED OR MOUNTING CLIP e e u'> w 0 I.-.Co SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE °f WHERE SHOWN Ai ! \ e o y WITH THEIR APPLICABLE STANDARD(S)AND ARE FOUND HEAD & SILL. SEE I / Q TO BE EQUIVALENT TO OR STRONGER THAN THE "FRAME ANCHOR li / 35 36 37 38 RE a ANCHOR(S)USED IN TESTING WITH THIS PRODUCT. REQUIREMENTS TABLE" ING ON THIS SHEET OR [EVALIATION OF M PRODUCT 15 BISED ON APPUWLE SMNDARO$µD/Oq SCREW I 36 24 2526 ago \36" Z RMATION&R6TA15FIWJM , 3 vEILDdN mNMODTED wml Ma LYAuuTX)x wAs DINT W FOgcE AT THE DUE REQUIREMENTS. 51RIKEI1)HE EVAlWTION W ME EV➢JT Of mDE VER90N CHANCES UP..Oq WEVENT THAT Nd'OR AIDIIIONAL TESTING IS CDMPIETFD O TILLS PROOUCL I PLATE 5 1a SMRIC CODE COt�iMNCE WITH ME S AM ME MANOFACTMRER SXllI. i6„IRM WITH THE LVALIMPON OIGRAM OF RECORD TIMT OTRYTHNG SPECIFIED-IN 6 WRRDD WITH H1 CURRENI1ESiWG,WOES AND APRYJJILL 1 10 11/16° MAX' 0 ( (TYP.) O E w FASTENERS THROUGH STRIKE PLATE INTO SUBSTRATE WITH 3 �jg zal BUMPER SILL(5 WHEN INTO WOOD; (3-WHEN-INTO 6" MAX. CONCRETE). WHEN ADA SILL IS USED, THERE IS NO (TYP.) HINGE SCREW INTO-SUBSTRATE (2 _ _ _ _ I I 6" MAX, p }}I�A� I _ STRIKE PLATE AND ALL ANCHORS RUN THROUGH SILL EXTERIOR ELEVATION PER HINGE). SEE 'FRAME ANCHOR f� (TYp-) L` L z ONLY INTO SUBSTRATE. REQUIREMENTS TABLE" ON THIS EXTERIOR ELEVATION a0 qi�- FRAME ANCHOR REQUIREMENTS TABLE DOUBLE OUTS WING DOOR SHEET FOR SCREW REQUIREMENTS. SINGLE OUTSWING DOOR - InFn / SCALE 3/4"=1'-0" NOTE: DOORS MAY BE FULLY SCALE: 3/4'=1'-O" _ N :0 OPENING TYPE FRAM£CUP 70 OPENING MINIMUM MINIMUM GLAZED AS SHOWN, PARTIALLY (SUBSTRATE) FasrENER TYPE EMBED T7)G£Osr. ALLOWABLE DESIGN PRESSURE PANELED OR FULLY PANELED. NOTE: SINGLE DOOR SHOWN HAS THE 3-POINT $;d! FRAME SCREWS SEE SHEET 4 ELEVATION FOR LOCK SYSTEMS. AN ALTERNATE LOCK MAY BE A MIN.-2Xa-WOOG=FR G=0.R.8ucK—.. SEE LOAD TABLE ON SHEET 8 (MIN.cR.3&c=oss) NO.10 sMs on wood scetiv T 1/a°=3/a —_ - _ _, PANELED-DOORS.._ SINGLE POINT BALDWIN SEED MORTISE LOCK. N w —THE-M ORTISE=LOCK=IS'USED;=ALLOWABLE-DESIGN MIN.1B CA 33 K51 METAL STUD N0.10 OR 5 SELF TAP GRILL SCREW Fuu. 1/2' FRAME ANCHOR REQUIREMENTS TABLE CONTD PRESSURE SHALL BE THE LESSER OF +/-60;^'••;: :Z MIN.1/8'THK A36 STEEL NO.10 GR.5 SFlF TAP DRILL SCREW FULL 1/2- OPENING TYPE FRAME/CUP TO OPENING MINIMUM MINIMUM PST. OR THE LOADS IN THE LOAD TABLES.MIN.1/8'THK 6063-TS ALUM. N0.10 CR.5 SELF TAP DRILL SCREW FLU. 1/2' (SUBSTRATE) FASTENER TYPE EMBED EDGE DISH. MIN.C-90 CMU OR 2500 PSI CONCRETE (1) 1 4'CONCRETE SCREW 2• INSTALLATION CLIP SCREWS ; HINGE & STRIKE SCREWS MIN.2X4 WOOD FRAME OR BUCK HINGE REQUIREMENTS MIN.2X4 WOOD FRAME OR BUCK (MIN.DR.3&G=0.55) NO.B SMS SCREW 1 3/8' 1/2' DOOR HEIGHT HINGES R ,i Q za (NW.GR.3&C=0,55) N0. 10 SINS OR WOOD SCREW1 1/4' EO'D 3/4' MIN.18 CA 33 KSI METAL STUD NO.8 GR.5 SELF TAP/DRILL SCREW FULL 1/2' 6'-B" 3 ., .:. MIN,IB GEL 33 K51 METAL STUD N0.TO CR.5 SELF TAP DRILL SCREW FULL 1/2' MIN.1/8-THK A36 STEEL NO.8 GR.5 SELF TAP/DRILL SCREW FULL 1/2" ,f•'tj ,-„ ,`^•�,,;`=;:r MIN.1/8•THK A36 STEEL NO.10 DR.5 SELF TAP DRILL SCREW FULL 1 2' MIN.1/8-THK 6063-T5 ALUM. NO.8 DR.5 SELF TAP/DRILL SCREW FULL 1 2' TALLER THAN 6'-8" (1) 4 %; .� ,. r •, ,�"' WI OS ARE APP CAB ONLY TO HE P UFyT,, 0 WI MIN.1/8'THK 8063-75 ALUM. N0.10 GR.5 SELF TAP DRILL SCREW FULL 1/2' (1)CONCRETE SCREWS SHALL BE ELCO ULTRACONS,ELCO CREIE-FLEX,(TAU RAMSET/RED (1) 3 HINGES REQUIRED WffH ALL7_EC1.1.1NI.D.L THEY MAY NOT BE USED FOR THE'ASBEMBLy••$yy.', b (2)MIN.C-90 CMU (O 3/16-CONCRETE SCREW 1 1 4- 2" HEAD TAPCONS OR HILT?KWIK-CON 11(HARDENED STEEL OR 5.5.). STAUpnON OF ANY OTHER PRODUCT NOR My 1 77o A MIN.2500 PSI CONCRETE (+)3 i6'CONCRETE SCREW 1 1/2- 2• (2)CMU IS APPLICABLE AT SIDES ONLY. HEIGHTS OF DOUBLE HALF ROUND & SED FOR RATIONAL µ0/OR LOCAL APPROVAL SHEET NO. SINGLE QUARTER ROU OOECT S DOTWINGSUCm BY THE MANUFACTURER OF 10 ow,wx er. cxECWm ar: WRLL W.WS / 74 1/4" MAX. FRAME WIDTH 74 1 4" MAX. FRAME WIDTH STRIKE SCREWS PER RECTANGULAR DOOR ELEVATION 6' MAX. 6" MAX. III DIRECT SET WINDOW (SEE DRAWING III ON SHEET 1 A B NO. 1780 UNDER SEPERATE s s APPROVAL FOR DETAILS) III 2 FRAME SCREWS OR MOUNTING X CLIPS EA. SIDE OF MULLION AS I ate, WINDOW 10 AP SCREWS PER SHOWN (TYP. EA. END). SEE II \ 5 a III REO D FOR 1 3/8'(LENGTHVAL PENETRATION III ANCHOR REQ.TABLE ON SHEET 1 / I 2526 n III INTO WOOD MULLION OR FULL III FOR SCREW REQUIREMENTS OR FRAME SCREW I STRIKE G1 G2 OR o 9 10 PENETRATION INTO BAR MULLION) / PLATE uMULLION MOUNTING CLIP 6 6 3 WITHIN 6" OF II \ 3' SPRING LINE & MAX. 16" O.C. / SEE "FRAME = I \ I a' ANCHOR SPRING LINE I REQUIREMENTS w _j I — 5 NO. 10 SCREWS II TABLE" ON SHEET 1 = d II a THROUGH STRIKE I FOR SCREW w I z w o PLATE INTO MULLION. I \ DOOR HEAD JAMB REQUIREMENTS. N!2(PREDRILL HOLES IN 25 26 ANCHORS PER DOOR 25 3/4" I o a N JAMB). SCREWS I STRIKE\ ELEVATION ON SHEET ' MAX. D.L.O. OPPOSITE SHALL HAVE FULL I PLATE 1 (LENGTH OF D EI I1 11 m wo<m PENETRATION INTO II \ ANCHOR AS REQ'D o 6 6 6 v o_' ��z I BAR MULLION & MIN. N II 0 o o 1 3/8" INTO WOOD I \ PENETRATION INTO m 0 MULLION. I WOOD MULLION OR \ ACTIVE INACTIVE/ N _ I \ FULL PENETRATION rn \ t / INTO BAR MULLION) I P o / ACTIVE II INACTIVE \ HINGE SCREW INTO SUBSTRATE (2 PER HINGE). SEE FRAME coo I ANCHOR REQUIREMENTS I 36" 25 3/4" I TABLE" ON THIS SHEET I 24 25 2fi o z c MAX. D.LO. I FOR SCREW I / PLATE o �¢ < II REQUIREMENTS. II 3 z..oe„ AraIii . RJo SILL AND STRIKEmm gym' PLATE ANCHORS EXTERIOR ELEVATION _ 3c�i \ I 36%T PER ELEVATION ON DOUBLE HALF ROUND DOOR 30 SHEEP 1 SCALE: 3/4"=1 O" I / — — SEE DOUBLE DOOR ELEVATION ON SHEET 1 FOR DETAIL NOT SHOWN W — - - -- — SWCLE MAlF SINGLE SINGLE SINGLE DUARTER + o I ROUND EYEBROW RECTANGULAR ROUND r � `�. �� K yW SILL AND STRIKE [n Eu NOTE: DOORS MAY BE FULLY ;`q EXTERIOR ELEVATION PLATE ANCHORS GLAZED AS SHOWN, PARTIALLY PER ELEVATION ON DOUBLE DOOR WITH TRANSOM DoueLE KALF DOUBLE DOUBLE PANELED OR FULLY PANELED. . SHEET 1 SEE SHEET 4 ELEVATION FOR `:<,"'•, ORnwINcO•:REV. SCALE: ED AS 3/4"=1'-0" PANELED DOORS. WND BROW RECT cnAR �f %a•,'"' SHAPES CONSIDER 1L7t78-:' A SEE DOUBLE DOOR ELEVATION ON SHEET 1 FOR DETAIL NOT SHOWN PART OF THIS APPROVAL OF 10 ow,wx er: amnm ar. wR4 W.WS M E 1�16 10/]I/11 37 1/4' MAX. 74 1/4" MAX. FRAME WIDTH 37 1/4" MAX. FRAME WIDTH FRAME WIDTH 16 s" MAX. (nP.) Z 2 s 6" R�F. Y 2' 6' MAX. (nP.) C A B P LATE C 5 5 5 5 6" MAX. (TYP.) i FRAME SCREWS & STRIKE II CREW ORE WITHIN 6" OFJAMB I ENDS & MAX. 14" ANCHORS PER 25 26 MOUNTING CUP RECTANGULAR I STRIKE\ WHERE SHOWN. O.C. (REF. DOOR ELEVATION I PLATE SEE "FRAME 14" MAX. SECTIONS) ON SHERr 1 II ANCHOR 14" MAX. D.C. I REQUIREMENTS O.C. (TYP.) I TABLE" ON SHEET (TYP•) 1 FOR SCREW REQUIREMENTS. Z o o rr _ I oow MAX.30L.O. ACTIVE I; INACTIVE cx � LL � AllSRE z H O Jt E I X Ji H o �aov g 6 6 0 OPPO6 v o io J2 25 3/4" I �rb2 , 2 LONG SCREWS6 I PER HINGE INTO < w Lo OPPOSffE D_ U E SCREW co MAX. D.LO. SECT ONS(R� °r ING CUP c ° ) o OWN. SEE I z NCHOR I ENTS II O SHEET 1 I So 00 m W I 36"/ cQ - ENTS. 242526 / I STAKE / PLATE (L n II I m 5� i d �z$ € 6" MAX. (nP.)- -� 6' MAX. (nP.) - 3 MULLION MULLION MULLION ELEVATION w W ..--_.�...SILL=AND-STRIKE_ _ __.__.,_MULTIPLE--_OP-ERABLE/FIXED..UNIT _.____. _._._....... ___-._______ _-- _ PLATE ANCHORS SCALE: 3/4"=1'-O" zLn n PER ELEVATION ON r op (FOR ANY DETAIL NOT SHOWN, SEE ELEVATION ON SHEET 1) SHEEP 1 NOTE:OXXO DOOR SHOWN. ALL OTHER 4-PANEL CONFIGURATIONS -• H� OF SINGLE/DOUBLE DOORS & SIDELIGHTS ALSO APPLY. 3 ' 3w NOTE: DOORS MAY BE FULLY GLAZED AS SHOWN, PARTIALLY PANELED OR FULLY PANELED. ORnw, N0, REV. SEE SHEET 4 ELEVATION FOR 1778 A PANELED DOORS. SHEET No. 3 OF 10 n DMWN BY: CHCLItD]BY: MAY W.WS PIDT: OATL 1.18 ID/]1/11 35 11/16" MAX. 35 11/16" MAX.--{ 35 11/16" MAX. 35 11/16" MAX. 37 1/4" MAX. I � SEE CORNER FRAME WIDTH 6" MAX.DETAILS ON C (TYp.) SHEET 7 6" MAX. 5 (TYP.) PANEL SIZE NOT PANEL SIZE NOT PANEL SIZE NOT TO EXCEED THOSE TO EXCEED THOSE TO EXCEED THOSE SHOWN IN OTHER SHOWN IN OTHER SHOWN IN OTHER PANEL SIZE ELEVATIONS. ELEVATIONS. ELEVATIONS. NOT TO TYP. FRAME SCREW EXCEED OR MOUNTING CUP / THOSE WHERE SHOWN. SEE SHOWN IN "FRAME ANCHOR 14" MAX. OTHER REQUIREMENTS O.C. SEE CORNER SEE CORNER MIN. 3" ELEVATIONS. TABLE" ON SHEET 1 (TYP,) DETAILS ON 1 MID RAILS FOR SCREW K DETAILS ON SHE 7 ` K a L REQUIREMENTS. 7 SHEET 7 7 v T; N w d - MIN. 4.5" / td 7 z 1 W 0 x � MID RAILS "D pv~i`^� w 0 28 3/4" n o ¢N X MAX. D.L.O. ix O ° w OPPOSITE Q N O¢ MIN. 3" K o a o a , 6 6 v MID RAILS 7 v 1 0 �m 0 � U z N m ¢ w SEE CORNER u rn DETAILS ON o Ll 2 SHEET 7 i o io m c � ` o CD EXTERIOR ELEVATION EXTERIOR ELEVATION EXTERIOR ELEVATION _� EXTERIOR ELEVATION o SOLID `RAISED PANEL WITH SOLID- RAISED PANEL WITH SOLID RAISED PANEL WITH RAISED PANEL WITH GLASS Do z� STANDARD MID RAILS CORNERED MID RAILS ARCHED/SHAPED MID RAILS GLAZED TO PANEL M oho SCALE: 3/4"=1'-O" SCALE: 3/4`=1'-0" SCALE: 3/4"=1'-0" U,gm a SCALE: 3/4"=1'-0` 6 MAX. 1) TOP & MID RAILS MAY BE OF ANY CONFIGURATION PROVIDING THE SMALLEST CROSS SECTION OF RAILS 1) DAY LIGHT OPENING IN PANEL DOOR _^ 0 n (TYP.) IS EQUAL TO OR LARGER THAN THAT DETAILED IN DRAWINGS. MAY BE OF ANY CONFIGURATION. R 3'd EXTERIOR ELEVATION 2) MULTIPLE MID RAIL (BOTH HORIZONTAL &VERTICAL) MAY BE USED WITH THESE PANELS. 2) FULL LIGHT & OVAL CONDITION IS -3).PARTIAL,PANEL CONDITION IS,SHOWN ABOVE. FULL„PANEL,DOORS AND.,OTHER PANEL_CONFIGURATIONS, __SHOWN_PARTIAL_LIGHT& OTHER LIGHT,_ "? SINGLE FIXED PANEL AREASO PART OF THIS APPROVAL AND ARE SIMILAR-IN-CONSTRUCTION-TO-THAT SHOWN ABOVE. CONFIGURATIONS ARE ALSO APPLICABLE T • l.t'T a' Tn SCALE: 3/4"=V-O" 4) PANEL ONLY IS SHOWN. FOR INSTALLATION INTO FRAME, SEE OTHER ELEVATIONS. PROVIDING PANEL CONDITIONS ARE W1THItr o . d;, 0a WHAT IS SPECIFIED IN THESE DRAW,IRGS 'F 3) PANEL ONLY IS SHOWN. FOR INSTALLATION INTO FRAME, SEE 6,1HERz ELEVATIONS. _ 1 a 'DRAW FrNO.�.^rsty. A7�8 'A 4 OF 10 oa�wN er: atcKco er: ' wR4 W.wS SUBSTRATE BY OTHERS PER FRAME SCREW PER ELEVATION SUBSTRATE BY OTHERS PER FRAME SCREW PER ELEVATION SUBSTRATE BY OTHERS PER FRAME SCREW PER rmr. wi[ "FRAME ANCHOR REQUIREMENTS (MUST BE PLACED AT THICK "FRAME ANCHOR REQUIREMENTS (MUST BE PLACED AT THICK "FRAME ANCHOR REQUIREMENTS ELEVATION TABLE" SECTION OF FRAME) TABLE" SECTION OF FRAME) TABLE" .' •' STRIKE `Y S SCREWS 1/4" MAX. PER :'r:.:::':,'y 1/4" MAX. 1/4" MAX. SHIM AT ELEVATION :`:;.::,•:..;•;' SHIM AT SHIM AT EACH ANCHOR EACH ANCHOR EACH ANCHOR S SEALANT BY SEALANT BY SEALANT BY n OTHERS OTHERS OTHERS 60 1 25 26 2 2 BOSS GS-2 50 OR DOW 51 59 20 21 22 23 3A 3B 995 SILICONE SEALANT 3A 3B 3A 36 \ L5 C3Ee �N (�9Z�0 0 2 rn S w W SEE GLAZING SEE GLAZING SEE GLAZING ¢ EXTERIOR SHEET BON FRAME SCREW z EXTERIOR DETAILS ON EXTERIOR DETAILS ON SHEET 8 SHEET 8 MOUNT SHOWN. z SEE DETAILS ON SHEET 7 FOR DIRECT MOUNT 0 Zo 61 & MOUNTING g W< m 4 4B 4A 4B BOSS GS-2 CLIP DETAILS. 3 z=s OR DOW 995 63 F :o' 63 59 SILICONE o a=3x - - - -3Q - - - - — 4A 48 -SEALANT -- $ e - - 53 24 25 26 20 21 22 23 30 m F u BOSS BOSS 29 GS-2 OR GS-2 OR 29 GSS2 OR - Nz a DOW 995 29 DOW 995 DOW 995 _ 3z SILICONE SILICONE SEALANT BY SILICONE SEALANT BY SEALANT SEALANT BY SEALANT OTHERS SEALANT 3 OTHERS OTHERS 1/4" MAX. SUBSTRATE BY OTHERS) 1/4 MAX. SUBSTRATE BY OTHERS 1/4 MAX• F N g SUBSTRATE BY OTHERS SHIM ' PER 'FRAME ANCHOR PER "FRAME ANCHOR SHIM SHIM np OR GROUT PER "FRAME ANCHOR tiz OR GROUT ; + •. �:, �•: REQUIREMENTS TABLE' REQUIREMENTS TABLE" OR GROUT REQUIREMENTS TABLE" FRAME/SILL FRAME/SILL SECTION C FRAME/SILL SECTION STRIKE SCREWS SCREW PER i w3 p SCREW PER SCREW PER ' A PER ELEVATION SCALE: 1/2 FULL 5 SCALE: 1/2 FULL 5 ELEVATION SECTION B ELEVATION / ELEVATION SCALE: 1/2 FULL 5 (STANDARD BUMPER THRESHOLD CONDITION (FOR DETAIL NOT SHOWN, SEE SECTION A/5) 'RA ',Y""`t. ��]$� RA SHOWN. SEE OTHER DETAILS ON SHEET 7 FOR ADA & OTHER BUMPER THRESHOLD OPTION.) SHEET o. 5 of 10 1/4' MAX. SHIM AT �._FRAME WIDTH FRAME SCREW MOUNT SHOWN. SEE xu ws EACH HINGE SCREW I TRANSOM WINDOW P1OTi D110 SUBSTRATE BY OTHERS PER "FRAME DETAILS ON SHEET 7 FOR DIRECT EXTERIOR I I , +-i o�sv,+ MOUNT & MOUNTING CLIP DETAILS. SEE GLAZING [[��IY�� (REF. OTHER ANCHOR REQUIREMENTS TABLE" DETAILS ON FRAME ANCHOR I�IIT1 'l APPROVAL) HINGE SCREW 47 SHEET 8 (SEE ELEVATION)r_ _ Iffjl 2 PER ELEVATION SEE GLAZING 6 I II DETAILS ON 7A 78 65 77A7B - 9 50 7A 78 —z SHEET B 40 44 45 50 39 42 43 55 56 1 64 1 1 ',•.,''> :`.` 0 35 36 37 38 \ / EXTERIOR BOSS GS-2 SECTION E OR DOW 995 �12 SEALANT BY SECTION p SCALE: 1/2 FULL 6 SILICONE EXTERIOR OTHERS SCALE: 1/2 FULL 6I SEALANT FRAME WIDTH--1 1/4" MAX. SHIM AT EACH ANCHOR 10 SECTION G1 C3 tv N 1 SCALE: 1/2 FULL 6 ? o SEE GLAZING 2 FRAME SCREW FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS g '2 DETAILS ON PER ELEVATION 2 ¢a SHEET 8 (MAY BE PLACED N0. 10 X o o- 51 AT THIN OR THICK 1 3/4" rn w 7A 7g SECTION OF SCREW PER J== w o o / \ 50 FRAME) ELEVATION Sg o zq o m SUBSTRATE BY OTHERS J 4148 49 PER FRAME ANCHOR EXTERIOR I IY a REQUIREMENTS TABLE" b (REF.SOM OTHERNDOW� �114 1 / 47 APPROVAL) r---- vvIIYYYY� - --, \ / SECTION F I 10 1/4- g m EXTERIOR '1 EXTERIOR L J� SCALE: 1/2 FULL SEALANT z 6 ' " ' BY NOTE: SHOWN WITH MULTI-POINT LOCK OTHERS SECTION j2 �- o '�'¢ HARDWARE. SINGLE POINT MORTISE LOCK ALSO"' SCALE: 1/2 FULL 6 MAY BE USED AT SINGLE DOORS PER SHEET 1. FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS 2 1/4--MAX. SHIM AT —FRAME WIDTH 9 � EACH ANCHOR NO. 10-X 2-1/2" aL 8 BOSS GS-2 OR DOW SCREW PER ELEVATION FRAME ANCHOR z E � 1 1 (SEE ELEVATION) �5 SS=u 995 SILICONE SEALANT 56 �o omg FRAME SCREW SEE GLAZING 2 SEE GLAZING SECTION 82 J Nz PER ELEVATIONDETAILS ON 60 DETAILS ON SCALE: 1/2 FULL 6 U N3c�i 60/ SHEET 8 SHEET 8 FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS o B3�` SUBSTRATE BY OTHERS'PER - -\ � _ _ M.—,- „_` — - i, "FRAME ANCHOR / Y REQUIREMENTS 1 TABLE" 5A SB ` 5 58 \ % •• SEALANT BY EXTERIOR SECTION J1 O 7A B f"•` - 3 OTHERS SCALE: 1/2 FULL v`.'. °^••+ / 6 EXTERIOR �{''•° -°oanwirvc eo. aEv. SECTION FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS ':g,'°'17 t+:4 v1`•, 1��8 A H ,••'�i.7:l ilS 10" SHEET N0. SCALE: 1/2 FULL 6 6 of 10 BOSS GS-2 OR SEE GLAZING / SEE GLAZING SEE GLAZING 3 NO. 10 X 2" DOW 995 SILICONE POT"s a io i n DETAILS ON DETAILS ON DETAILS ON SCREWS SEALANT SHEET 8 SHEET 8 SHEET 8 a 1 BOSS GMM S-2 OR DOW 995 SILICONE / SEALANT 2 NO. 10 X 2" EXTERIOR f BA BB HEAD CORNER DETAIL I NOT TO SCALE SCREWS STANDARD SILL CORNER DETAIL 3 SEE GLAZING NOT TO SCALE DETAILS ON \ \ BOSS GS-2 OR 6 SHEET 8 / 3 38 4A 4B 5A 58 A 7B EXTERIOR DOW 995 SILICONE SEALANT SECTION L 1\ SCALE: 1/2 FULL 7 2 NOSMSX 1 CONTINUOUS WOOD MEMBER LESS IN ADA SILL CORNER DETAIL SECTION K # THICKNESS THAN A 2X_ BUCK TO BE MIN. NOT TO SCALE C3 N 3 1/2" DEEP (NOT REQUIRED WHEN SHIM SUBSTRATE BY OTHERS ?wo SCALE: 1/2 FULL 7 3 4' o F SPACE IS WITHIN ALLOWABLE DIMENSIONS PER "FRAME ANCHOR / x SHOWN IN SECTIONS). C_z � REQUIREMENTS TABLE" N _ o��al 63 4 48 = e. a:.: } C--O 3/4" w rn a w ^ En Ix �EEO Z a 28 p gz^om EXTERIOR 5 1 2 3" 3/4° 2 1/2 " C-- MID RAIL No¢ SEALANT BY OTHERS MID RAIL a w FRAME SCREW PER 5/8" DA X 3 5/8" r"r ,. WOOD DOWEL (TYP.) c� FRAME SILL SUBSTRATE BY OTHERS EXTERIOR ELEVATION, SECTIONS & z •'!".:' AT 'FRAME ANCHOR SCREW PER PER "FRAME ANCHOR 7/8" ELEVATION REQUIREMENTS TABLE" REQUIREMENTS TABLE" OPTIONAL ADA THRESHOLD DETAIL OPTIONAL DIRECT MOUNT DETAIL �__� o zc FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS TO SUBSTRATE WITH SPACER 2 1/2 TOP RAIL o �¢ HEAD SECTION SHOWN; SILL & SIDES ARE INSTALLED THE SAME C--D o K8�"r NOTE,WHEN THE ADA THRESHOLD IS USED,THE DOOR UNITS ARE NOT APPROVED ( ) 3 FOR USE WHERE WATER INFILTRATION RESISTANCE IS REQUIRED BY THE DOOR (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) �n UNLESS THE UNITS ARE INSTALLED IN NON-'HABITABLE AREAS WHERE THE UNIT& - 2 1/2" THE AREA ARE DESIGNED TO ACCEPT WATER INFILTRATION OR THE UNITS ARE 7/8" �a�� - INSTALLED-AT LOCATIONS-PROTECTED BYA'CANOPY'OR`OVERHANG-WHERE-BY - - - �- - -� --- �-$ - - - - -THE OVERHANG(OH)RATIO IS EQUAL TO OR MORE THAN 1.0 PER FBC, SUBSTRATE BY OTHERS- B N PER "FRAME ANCHOR N0. 8 X 1 1/2" i� C-=7 ¢ 1/2° 00 � �� OPTIONAL SILL REQUIREMENTS TABLE" SMS (2 PER �j 7 2 1/2" _ MID RAIL o�mmd FASTENER LOCATION q•' : , . ; CLIP; 1 EACH "'a• SIDE OF BUCK) 53 - EXTERIOR— =: — _.- — 27=r�/SHIMMa _.,..MID—RAIL �1/2 - C_ 7OM ?_._,.1/4 MAX. C--7 BOTT Y sSHIM NO. B X SEALANT BY OR GROUT 3/4 SMS 2 " _ RAIL F a OTHERS I (3 PER 1 CUP) \' �— EXTERIOR PANEL CORNER DETAILS FRAME/SILL U SUBSTRATE BY OTHERS 1 2 NOT TO SCALE ,'G'+,.;'•.°..°= ;�n�r?.`� 3 SCREW PER PER "FRAME ANCHOR ALL DOWEL AND WOOD TO WOOD CONTACT ELEVATION REQUIREMENTS TABLE" OPTIONAL CLIP MOUNT DETAIL SURFACES ARE FULLY GLUED WITH WOOD t;, ,.;,, ;,;°.•' DRAW NG ND. ft OPTIONAL BUMPER THRESHOLD DETAIL FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS ADHESIVE BY TITEBJOWA ADHESIVES, THERPKORLO K GT 177H A FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS (HEAD SECTION SHOWN, SIDES AND SILL SIMILAR) 42-300A OR TITEBOND II BY WEATHERPROOF. SHEET NO. 7 OF 10 ft ALLOWABLE DESIGN ��` �'� 15 16' 7/16" LAMINATED GLASS xk ..•s PRESSURE / 7/16" LAMINATED GLASS (SEE GLASS OPTIONS BELOW) (ALL GLASS OPTIONS) 7/16" LAMINATED GLASS 1/8"TEMPERED GLASS (SEE GLASS OPTIONS BELOW) EXTERIOR (1)(1) +65/-80 PSF (SEE GLASS OPTIONS BELOW) 3/8" CONTINUOUS EXTERIOR 15 ALL DOOR SIZES BRASS OR ZINC DECORATIVE SWIGGLE SEAL BY 13 DOW 995 SILICONE � ( ) PANEL PRESSED ON TRUSEAL SWIGGLE FOR HOLD DOW 995 SILICONE 1/2" (1) POSITIVE PRESSURE NOTE: 1 4 GLAZING HOLD 1/2' MIN. BITE 7/8• DOORS ARE APPROVED FOR WATER / " MIN. 62 INFILTRATION RESISTANCE WHEN THE OW 995 MIN. 3A 4A 5A 7A BA BETE BUMPER THRESHOLDS (ITEMS 29 & 12 14 SILICONE SITE 3B 48 SB 78 BB a 31) ARE USED. WHEN THE 'ADA" 62 GLAZING DETAIL °3" THRESHOLD IS USED, THESE DOORS 7/8" MIN. BETE 19 SCALE: 1/2 FULL ARE NOT APPROVED FOR WATER GLAZING DETAIL °2" INFILTRATION RESISTANCE UNLESS EXTERIOR 62 SCALE: 1/2 FULL 15/16" THE UNITS ARE INSTALLED IN A ADHERE STOP TO STILE/RAIL 3A 4A 5 7A BA 7/16" LAMINATED GLASS 1/8"TEMPERED GLASS NON-HABITABLE AREA WHERE THE WITH WOOD GLUE (SEE GLASS OPTIONS ON THIS SHEET) UNIT AND THE AREA ARE DESIGNED GLAZING DETAIL 1 3/8" CONTINUOUS TO ACCEPT WATER INFILTRATION. SCALE: 1/2 FULL BRASS OR ZINC SWIGGLE SEAL BY OTHERWISE, THE DOORS MUST BE DECORATIVE PANEL TRUSEAL INSTALLED ONLY AT LOCATIONS PRESSED O 1/2" MIN. BITE PROTECTED BY A CANOPY OR SWIGGLE FOR HOLD OVERHANG SUCH THAT THE ANGLE DOW 995 �' LAMINATED GLASS OPTIONS 17 SILICONE z BETWEEN THE EDGE OF THE CANOPY o OR OVERHANG TO SILL IS LESS THAN OPTION 1: 7/I6"THICK GLASSLAM SAFETY PLUS II LAMINATED GLASS (3/16"AN/0.1" p N 45 DEGREES. POLYURETHANE POLYMER/3/16'AN) 7/8" MIN. BITE 18 0 o (2) WHEN A SINGLE POINT MORTISE OPTION 2: 7/16"THICK LAMINATED GLASS (3/16"AN/0.075" EXTERIOR 62 EASTERN WHITE 4Z°' LOCK IS USED, THE ALLOWABLE EASTMAN CHEM. CO. SAFLEX CP/3/16'AN) PINE PANELS p pF o_o a DESIGN PRESSURE SHALL BE LIMITED OPTION 3: 7/16'THICK LAMINATED GLASS (3/16'AN/0.09" 1 3/16" MIN. —� OR OTHER o z m TO THE LESSER OF +/-60 PSF OR DUPONT SG/3/16"AN) GLAZING DETAIL "4" APPROVED v vp-ia THE APPLICABLE LOAD IN THE LOAD WOOD PER SCALE 1/2 FULL NOTE BELOW a g TABLE. MATERIAL LIST. p 1/4" STAPLES THROUGH 3A 4A 5A A BA GLAZING FIN INTO JAMB (1 ROW AT 1" O.C.) 62 o zm 3/4" MIN. WITH WOOD PANELS; 0.009 PT SECURED WITH*RB�O " MIN. WITH WOOD PANELS; D m 1 1/4" MIN. WITH MDF PANELS RANDOM BEADS OF BOSS ' MIN. WITH MDF PANELS 11 12 BOSS IUC OR DOW o 995 SIUCONE p3/8" MIN. WITH WOOD PANELS; GS1 OR DOW 995 SIUCO " MIN. WITH WOOD PANELS;5/8" MIN. WITH MDF PANELS 8" MIN. WITH MDF PANELS 11 12 �OPTION 1: MDF (MEDIU1/2" MIN. BITE pBOSS GS1 OR DOW DENSITY FIBERBOARD) 0.009 PT SECURED WITH 8995 SILICONE t3 OPTION 2: EASTERN W5 RANDOM BEADS OF BOSS 'o FPINE PANELS OR OTHE4 BOSS GS1 OR DOW GSt OR DOW 995 =APPROVED WOOD PER 995 SIUCONE EXTERIOR SILICONE. EXTEND 1/2" ��mBELOW MATERIAL LISTUNDER STOP AND SECURE o 7 8" 3A 4A SA 7A 8A3B 4B 58 B 8B TO JAMB WITH SILICONE. 3 U / EASTERN WHITE PINEMIN. PANELS OR OTHER 3 16 3 4"APPROVED WOOD PER / / a'` I;. a z> =' W 1/2" MIN. MIN. - - 14 GLAZING DETAIL "6" GAZING DETAIL 7 NOTE=BELOW-MATERIAL 1-3/4"— LIST. (�;r,-: z ,n SCALE: 1/2 FULL SCALE 1/2 FULL GLAZING DETAIL "8" " o1.2 .L r Y' .5. •�• F 3d ,•,'•� � �.�-'� U "ate DRAWING NO. 1778 A SHEET N0. OF 10 4.562 4.562 -1 1.687 cw.wn"r: a avian er: _ 0.750 -T•- 0.750 0.619 vwr+-= �iopvn 1.249 1.249 0.500 0.500 I"- E�7 -T 2.441�- 2.441---- OFIXED PANEL & ADA DOOR JAMB OOPERABLE DOOR JAMB 4.500 4.500 MIN. MIN. 2.500 MIN. 0.875 0.375 �'-4.500 MIN. I o STANDARD T 7.000 7.000 (1. MIN. FOR I 1 SIDELIGHT MIN. MIN. FRAME 1.680 WIDTHS 33 1/2" S t I 2.187 1.875 0.619 7A 0.750 3A S DARD -F 1.sao 3.7so STANDARD HINGE & 0 RA LOCK STILE 3 TDL TOP RAIL L & LES 1.875 f--4.500 MIN. 3.000 MIN. dN 5A FIXED PANEL (4.500" MIN. IF A w STILE 0.619 CORNERED MID RAIL) o�r 2.500 MIN. �-2.000 r1.I �--•1.687- -1.687 -{ o as STANDARD © STRAGA 4A STANDARD 4B TDL BOTTOM �o<� (1.500 MIN, FOR 1.sao BOTTOM RAL o o 1 SIDELIGHT FRAME 7B TDL HINGE & LOCK L RAIL A o WIDTHS 33 1 2" LE v n<< & LESS) STILE STANDARD MID RAIL f-1760--I a w 0.751 1.195 3.000 MIN. -I �--•0.250 0.619 0.479 ''1�' (4.500" MIN. IF A Z 1.660 I CORNERED MID RAIL) 3 L 1.404 0.439 1.000 1412 0.410 1_ 1.395 0.579 0.619 0.619 O z m 5B TDL FIXED 0-93 I ri.seo '� PANEL STILE -� 0.965 4.375 0 `�w'� 11 GLAZING BEAD 12 GLAZING BEAD MIN. 4.000 3 8--,�- (USED WITH EYEBROW 13 GLAZING BEAD o ' a 8v 0.715 SHAPED RAILS) SB TDL MID RAIL �_ hi. I 0.715 0.9 3 0.715 -I I-0.504 a [El.349 0671-9 a 1.349 ❑� Og WOOD 10 MULLION $ 0.437 1.349 i-R o.az1� UM LLION BAR 14 GLAZING BEAD 15 GLAZING HAD 17 GLAZING BEAD 18 GLAZING BEAD 19 GLASS STOP ?E„''i;,,, - FFN 10.000 11.000 o. N 0.375 01/8" (TYP.) 0.750 0.656 01/8" (1YP.) 0.500 �- ❑ 0.500 Q 3a 0.501 1.000 � 0.656 ', >>. ,...... a -'1 1.250 2.437 3.375 2.437 -0.500 >� �I 0.375-I 3.500 4.187 2.437 I-0.500 rJ� _ 'f yy 20 ACTIVE PANEL CORNER REINFORCEMENT 21 INACTIVE PANEL CORNER REINFORCEMENT `� f+=ti14 s so. A THICKNESS = 1/8" THICKNESS = 1 B'' �FDRA�I�G cr 0 REM ITEM DESCRIPTION MANUFACTURER/NOTES ITEM ITEM DESCRIPTION MANUFACTURER/NOTESVaS�'' PARTS MISC.FASTENERS v�mi.� °�o/�t/tt 1 FIXED PANEL&ADA DOOR JAMB •WOOD LAMINATED WITH CURVED JAMB 55 NO.9 X 3 4'SMS 2 PER HINGE LEAF INTO JAMB&STILE 2 OPERABLE DOOR JAMB •WOOD LAMINATED WITH CURVED JAMB 56 N0. 10%2'SMS 2 PER HINGE LEAF INTO STILE&WOOD MULLION 3A TOP RAIL LVL OR LAMINATED RED OAK CORE PINE VENEER 58 NO. 10 X 1 1 2'SMS 2 PER HINGE LEAF INTO STEEL MULLIONo 3B TDL TOP RAIL LVL OR LAMINATED RED OAK CORE PINE VENEER 59 NO. 10 X 2'SMS 4 PER DOOR REINFORCEMENT PLATE 4A BOTTOM RAIL LVL OR LAMINATED RED OAK CORE PINE VENEER 60 NO. 10%2'SMS 6'FROM CORNERS& 16'MAX O.C. 4B TDL BOTTOM RAIL LVL OR LAMINATED RED OAK CORE PINE VENEER fit NO. 10 X 2'SMS 6'FROM CORNERS&MID SPAN ON SILL SA FIXED STILE LVL OR LAMINATED RED OAK CORE PINE VENEER 62 1 3 16-BRAD NAIL 1'FROM CORNERS&8'O.C. 5B TDL FIXED STILE LVL OR LAMINATED RED OAK CORE PINE VENEER 63 1 2"X J 4'STAPLE 3 4-FROM CORNERS&6'O.C.STAGGERED ¢ 6 ASTRAGAL I•WOOD 64 NO. 10 X 2 1 2'SMS 3'FROM ENDS&22'O.C.THRU ASTRAGAL ce 7A OPERABLE STILE LVL OR LAMINATED RED OAK CORE PINE VENEER 65 NO.6 X 3 4'SCREW 2 PER STRIKE PLATE 7B TDL OPERABLE STILE LVL OR LAMINATED RED OAK CORE PINE VENEER o 8A MID-RAIL LVl OR LAMINATED RED OAK CORE PINE VENEER 88 TDL MID-RAIL LVL OR LAMINATED RED OAK CORE PINE VENEER 9 WOOD MUWON LVL OR LAMINATED RED OAK CORE PINE VENEER 10 MULLION BAR A36 STEEL 0.250 11 GLAZING BEAD •WOOD 8.000 0.641 2.374 0.641 12 GLAZING BEAD •WOOD 13 GLAZING BEAD •WOOD T 14 GLAZING BEAD •WOOD ❑ ® ® ® 1.250 I 0.375 15 GLAZING BEAD •wooD THICKNESS = 1 8" 0.813 0 1.281 16 JAMB REINF.PLATE .044'X 4.00'X B4O0 GALVANIZED STEEL NOT REQ'0 WITH CURVED JAMBS 0.437 17 GLAZING BEAD •WOOD 22 ACTIVE PANEL CORNER REINFORCEMENT -� o.ass ��N 18 GLAZING BEAD •WOOD 2.296 03/16" c5 o 19 GLASS STOP •WOOD 8.000 4.593 (TYP•) 20 ACTIVE PANEL CORNER REINFORCEMENT STAINLESS STEEL-TD BE USED WITH ANY OF THE LDCK S. p N cc 21 INACTIVE PANEL CORNER REINFORCEMENT STAINLESS STEEL-TO BE USED WITH ANY OF THE LOCK SYSUS 24 SILL STRIKE PLATE o a m 22 ACTIVE PANEL CORNER REINFORCEMENT BRASS OR STAINLESS STEEL-TO BE ONLY USED WITH w o FUHR LOCKS(ITEMS 36B&37B) ® BB El THICKNESS 332" /® 1.250 = � _q 23 INACTIVE PANEL CORNER REINFORCEMENT BRASS OR STAINLESS STEEL-TO BE ONLY USED WITH THICKNESS = 1 8" 8.000 0 i o FUHR LOCKS(ITEMS 36B&378) p I.- m 24 SILL STRIKE PLATE STAINLESS STEEL-TO BE USED WITH ANY OF THE LOCK SYSTEMS 23 INACTIVE PANEL CORNER REINFORCEMENT ® ® ® us a 25 HEAD STRIKE PLATE STAINL6S STEEL-TO BE USED WITH ANY OF THE LDCK SYSTEMS US HEAD&SILL STRIKE PLATE BRASS OR STAINLESS STEEL-TO BE ONLY USED WITH 0 Q 1.625 u FUHR LOCKS(ITEMS 368&37B) 8.000 ®® _ 27 MOUNTING CUP 18 GA GALVANIZED STEEL 2.563 1.938 01/4" THICKNESS = 1/8" < ze ADA THRESHOLD HAGAR 401-5 0.938 (TYP.) 3�3 29 OUTSWING THRESHOLD IMPERIAL 50CW TO BE USED WITH REM 30 - Z6 HEAD 8C SILL STRIKE PLATE 3 3 30 BUMPER SILL HARDWOOD;TO BE USED WITH REM 29 m 31 ALUMINUM THRESHOLD 6063-T5 ALUMINUM ® ® �'7' 1.125® �--- 6.500 MIN. --{ O ?m 32 THRESHOLD FlLIFlt POPLAR 0.625 ® 0.250 J TT HARDWARE t O Q 35 4'X 4'BUTT HINGE PENROD MH40AIJPC STEEL 0.375 I I I O W 6 N 36 4-X 4-BAIL BEARING HINGE PENROD MH40BBTP BRASS 0.313 1.250 2.250 2.250 1.250 1.625 ® I ® ® ® I ® F- Z 37 4'X 4'BALL BEARING HINGE BALDWIN 1041 BRASS O W o_No: 30 4'X 4'BALL BEARING HINGE PENROD MH4088PC STEEL D.500 25 HEAD STRIKE PLATE � I _ cr a 39 5-POINT ACTIVE PANEL LOCK SYS. HOPPE HLS9000_ROUNDBOLT SHOOTBOLT - - �( n 40 2-POINT INACTIVE PANEL LDCK SYS. HOPPE HLS9000 SHOOT13OLT THICKNESS = 1/B" .m g 41 3-POINT ACTIVE PANEL LOCK SYS. HOPPE HLS9000 ROUNDBOLT 27 MOUNTING CLIP ,� 42 5-POINT ACTIVE PANEL LOCK SYS. GU RHINO _ THICKNESS = 0.044" G y N 43 5-POINT ACTIVE PANEL LOCK SYS. FUHR 0.5T15 44 2-POINT INACTIVE PANEL LOCK SYS. GU EUROPA 5,014 ^•� 1.093 o 3`b 45 2-POINT INACTIVE PANEL LOCK SYS. FUHR .. 46 HANDLE AS REO'D TO FIT LDCK SYSTEM 28 ADA THRESHOLD I� , 47 LOCK STRIKE PLATE AS SUPPLED WITH LOCK SYSTEM 0.827 f 2.531 _;� �.�� W -_ 4:500 I 48 3-POINT ACTIVE PANEL.-LOCK SYS. GU_RHINO - - - 49 3-POINT ACTIVE PANEL LOCK SYS. FUHR 3.220 30 BUMPER SIL 29L;•�,`':' �•" o SEALS AND SEALANTS OUTSWING THRESHOLD SD WEATHER SEAL HOLM INDUSTRIES JF65814 ;r r• 51 BULB WEATHERSTRIPPING ULTRAFAB E10210BN3020 _ z 52 DOOR SWEEP IMPERIAL FBS30B FBS36B 1.130 0.051 13 �--3.090--i F t t',t N 1 w 3W 51 WEATHER SEAL HOLM INDUSTRIES NO.JF87 /' ad NOTE:WOOD USED IN TESTING WAS EASTERN WHITE PINE WITH A SPECIFIC GRAVITY OF ?'wV'r,�"• G = 0.36 AND A MODULUS OF ELASTICITY OF E- 1,200.000 PSI. OTHER WOOD 0.298--� �•-• 0.060 1.1t10L 1.090 .'.;<<!.t .. ?•',;i' SPECIES APPLICABLE FOR USE.WITH THIS PRODUCT ARE THOSE WTIN A SPECIFIC 5.244 J_ '°!Si( b�Rq•l G N0. R GRAVITY OF 0.36 AND MODULIIS OF EIASTICTTY OF 1,200,000 PSI OR GREATER. 1778 A ALL WOOD IS MINIMUM GRADE 2 MILLED 13Y SIGNATURE DOOR INC.TO SELECT. 31 ALUMINUM THRESHOLD 32 THRESHOLD FILLER SHEET N0. 10 OF 10