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WS-16-1955 J7 /� �� I� i I, C i i I� Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores,-FL Phone: (305)795-2204 Fax: (305)756-8972' Inspection Number: INSP-263201 Permit Number: WS-7-16-1955 Scheduled Inspection Date: September 07, 2016 Permit Type: Windows/Shutters Inspector: Mesa, Michel Inspection Type: Final Owner: MCWILLIAMS, LORETTA Work Classification: Window/Door Replacement Job Address: 1451 NE 103 Street Miami Shores, FL Phone Number Project: <NONE> Parcel Number 1132050310180 Contractor: HOME OWNER Building Department Comments REPLACE 4 SLIDING GLASS DOOR Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction a Needed Re-Inspection F-1 Fee No Additional Inspections can be scheduled until re-inspection fee is paid. September 06,2016 For Inspections please call: (305)762-4949 Page 13 of 40 6 3 AT 7�yftv�it, Miami Shores Village Pietzxatt� e�fir Sh�utt� 10050 N.E.2nd Avenue NEer e all -tit" Miami Shores,FL 33138-0000 �e Phone: (305)795-2204 e� Expiration: 01/29/2170 } I pats (i p Project Address Parcel Number Applicant 1451 NE 103 Street 1132050310180 Miami Shores, FL Block: Lot: LORETTA MCWILLIAMS Owner Information Address Phone Cell LORETTA MCWILLIAMS 1451 NE 103 ST MIAMI SHORES FL 33138-2625 Contractor(s) Phone Cell Phone Valuation: $ 10,000.00 HOME OWNER Total Sq Feet: 212 Type of Work:REPLACE 4 SLIDING GLASS DOOR Available Inspections: No of Openings:4 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Review Building �JE Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $6.00 DBPR Fee $2.10 Invoice# WS-7-16-60585 DCA Fee $2.10 07/14/2016 Check#:10619 $50.00 $124.20 Education Surcharge $2.00 08/02/2016 Check* 10632 $ 124.20 $0.00 Notary Fee $5.00 Permit Fee $140.00 Scanning Fee $9.00 Technology Fee $8.00 Total: $174.20 In consideration of the issuance to me of this permit, 1 agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS FFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructio and zoning. Futhermore,I authorize the above-named contractor to do the work stated. August 02,2016 Authorize Signature: r / Applicant / Contractor / Agent Date Building Department Copy August 02,2016 1 Miami Shores Village � Building Department , JUL zo�� 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 LB `J _ INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 BUILDING Master Permit I10.� S; PERMIT APPLICATION Sub Permit o. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTEN ION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS [:] CHANGE OF ❑CANCELLATION ❑ SHOP �\ CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade zip: 3 �13 9 Folio/Parcel#: Is the Building Historically Designated:Yes NO-- Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):tCW'W 'SesVr �� � PAZoJPho e#jCS- -75 OC�(e2— Address:: tLIGA l c5 .5r- City:.MM*AA State:- ti Zip: sq° Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Phone#: Address: 1 City: State: Zip: Qualifier Name: Phone#: State Certification or Registration M Certificate of Competency 4: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ %i;Ott Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace' ❑ Demolition Description of Work: �� 5L1 b%"(5- S-V 0 iNk Specify color of color thru tile: Submittal Fee$ `�� Permit Fee$ 1 CCF$ CO/CC$ Scanning Fee$ Radon Fee$ GA`a DBPR$ ( 0 Notary$_�-v �1 Technology Fee$ CK� Training/Education Fee$ . cf,) Dou4le Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ � 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. �V� Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 2n _ day of �Sy�°�^-� I 20 ( r by day of 20 . by .1210E l' CI- t4ho�is person lly known to who is personally known to me or who has produced-�L--tAJ I YP- (-1 QP J,S-�- as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLI NOTARY PUBLIC: Sign: Sign: Print: Print: Seal: Seal: Notary Piiblic State o9 Florida $ : Sindia Alvarez r ®g My Commission FF 156750 r,d Expires 09/0312 18 10A APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 5t!Os Miami Shores Village Building Department 10050 N.E.2nd Avenue � loR � Miami Shores, Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: Lf'AOIn_ DATE: ADDRESS: 145i "--A- V101R, S 33(9.9r Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,F.S 489.103(7).And I have read and understood the following disclosure statement,which entitles me to work as my own contractor;I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor.You have applied for a permit under an exception to the law.The exemption allows you,as the owner of your property,to act as your own contractor even though you do not have a license.You must supervise the construction yourself.You may build or improve a one-family or two-family residence.You may also build or improve a commercial building at a cost of$25,000.00 or less(The new form states 75,000).The building must be for your own use and occupancy.It may not be built for sale or lease.If you sell or lease a building you have built yourself within one year after the construction is complete,the law will presume that you built for sale or lease,which is a violation of this exemption.You may not hire an unlicensed person as a contractor.It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances.Any person working on your building who is not licensed must work under your supervision and must be employed by you,which means that you must deduct F.I.C.A and with-holdings tax and provide workers'compensation for that employee,all as prescribed by law.Your construction must comply with all applicable laws,ordinances,buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner-builder permit under an exemption from the law.The exemption specifies that I,as the owner of the property listed,may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial UNA 3. 1 understand that,as an owner builder,I am the responsible party of record on a permit.I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name.I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial_ 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding.Ii may also build or improve a commercial building if the costs do not exceed$75,000.The building or residence must be for my use or occup ncy. It may not be built or substantially improved for sale or lease.If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete,the law will presume that I built or substantially improved it for sale or lease,which violates the exemption. Initial LO 5. 1 understand that,as the owner-builder,I must provide direct,onsite supervision of the construction. � Initial j 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence.It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial UA w a 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner-builder permit that erroneously implies that the property owner is providing his or her own labor and materials.I,as an owner-builder,may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property.My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner-builder and am aware of the limits of my insurance coverage for injuries to workers on my property. A Initial " 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done.Any person working on my building who is not licensed must work under my direct supervision and must be employed by me,which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act(FICA)and must provide workers compensation for the employee.I understand that my failure to follow these may subject to serious financial risk. Initial 9. 1 agree that,as the party legally and financially responsible for this proposed Construction activity,I will abide by all applicable laws and requirement that govern owner-builders as well as employers.I also understand that the Construction must comply with all applicable laws,ordinances,building codes, and zoning regulations. Initial L- A 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service,the United States Small Business Administration,and the Florida Department of Revenues.I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.mvfloridalicense.com/dbpr/pro/cilb/index.html Initial 11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the parry legally and financially responsible for the proposed construction activity at the following address: 14SA gc (b!) Initial L'" 12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public.If you contract with a person who does not have a license,the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court.It is also important for you to understand that,if an unlicensed contractor or employee of an individual or firm is injured while working on your property,you may be held liable for damages.If you obtain an owner-builder permit and wish to hire a licensed contractor,you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued,this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit.A copy of the property owner's driver license,the notarized signature of the property owner,or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this ' day of U 20 -6 By-6rAETTr-, UTNE IAC OC- 4o w�-P_a`sp sonally known to me or who has Produced there License orf7L _15Vt_� LIc N S Z �A of �)W�tic State of Florida Sindia Alva,Fez oB PAy comrnission FF 156750 GFo- Expires 09/03/2018 W �OTARY ' ENGINEERING RECEIVED EXPRESS AUG 0 2 016 BY: Project#: 16-3534 Project Details: Loren Res.-DP Only Contractor: Oscar Gutierrez 1451 NE 103rd Street Miami Share, FL Subject: Wind Load Design Pressure Calculations(Components&Cladding) Site Information Gen ral Calculation Building Classification: Enclosed Directionality F ctor(Kd): 0.85 Wind Speed (V„it): 175 mph Gust-Effect Factor(G): 0.85 Exposure Category: D Internal Pressure 0.18 Roof Type: Monoslope Coefficient(GCaj): ± Roof Slope (0): 0.0 deg Topographical Factor(Kt): 1.0 Mean Roof Height(h): 15.0 ft Velocity Pressure Exposure Min. Building Dimension (L): 75.0 ft Coefficient(Kh): 1.03 Parapet 3 feet? No Velocity Pressure(qh): 68.65 psf End Zone (a): 6.0 ft ASD Method: P=0.6w Mark Ctty, Elev(ft Size.W x H(in) Zone Shutter: Ares{ftZ) Ka(��I q Z t4 n) GC! GC p Fressufeslpsf) 1 1 15 96.0 x 80.0 4 No 53.3 1.03 68.65 0.78 -0.87 +39.7/-43.4 2 1 15 142.0 x 80.0 4 No 78.9 1.03 68.65 0.76 -0.85 +38.6/-42.3 3 2 15 72.0 x 80.0 5 No 40.0 1.03 68.65 0.810 -1.07 +40.5/-51.4 Valid Only With Raised Engineer NOTES:Design is in accordance with ASCE 7-10(ASD method)and the Florida Building Code Fifth Seal Edition(2014).Results are not valid for use unless approved via original signature and raised engineer seal of a PE from Engineering Express.Results are based on contractor-supplied data and shall be field verified by others prior to use.Selection&installation of products shall be T 2011 approved using these dimensions and pressures as verified by others. �yF rat, P:E. 74 Cert Auth 9885 160 SW 12TH AVENUE SUITE 106,DEERFIELD BEACH,FLORIDA 33442 16-3534 PHONE:(954)354-0660-FAX:(954)354-0443 - ENGINEERINGEXPRESS.COM PAGE I OF • vvja5Ai g310ovv\ 2 x 0 15D 0 0 0 so: U. : :00�\ so 000 0 a 0 .0 OV 0 tz a 0 so 0000 0 a 0 0• * 0 kkkv� open 1 open 2 open3 open 4 size 72*90 72*80 142*80 96*80 place master bedroom Hallway livingroom DINING ROOM door sfidding door slidding door slidding door slidding door type (XO) (XO) {X10C} (OX) mullion NO NO NO NO IMPACT*SUNDiNG GLASS DOOR WHITE FRAME GREYGLASS IMPACT 7/16 GLASS WITH SCREEN AND INTRICK 0000 . . .•e. 0000.. .0000. 0000.• • • • 0000•• sees • • • • • 0000.• 0000 • 66:60 0000•• se.• sees• e• 06 sees 0660.9 .e•6.• $ u MIAMNt ►DE MIAMI-DADE COUNTY,FLORIDA PRODUCT CONTROL SECTdON �y DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 x" & BOARD AND CODE ADMINISTRATION DIVISION I'(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA} www.mt8m d �le.aacongmy Lawson Industries,Inc. _ 8501 NW 90'a Street � Medley,FL 33166 a 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 $, Y 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 A1-U 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 r 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 k Code,including the High Velocity Hurricane.Zone. DESCRIPTION: Series"SDG 9200"Aluminum Sliding Glass Door-L.M.t • ••m• • APPROVAL DOCUMENT: Drawing No. 1,9200-1201, titled "Series SGI�5�20Q Aiumum Sliding o; � a Glass Door(LMI)", sheets 01 through 14 of 14, prepared by manufacture, datg4XJ�5/12, with the latest revision "B", dated 04/15/15, signed and sealed by Thomas J.Soto, P. E.,bearing the Miami Da4e County••; Product Control Section Revision stamp with the Notice of Acceptance nuwnber and Vkxpiratiori We by thr... 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 manufacturcei mini or logo, city, stAtc..;. series, and following statement: "Miami-Dade County Product Control Agprovtd",ap(ess oterwrse noted ; herein. .. � ' { RENEWAL of this NOA shall be considered atter a renewal application has been filed and&reoras been no change in the applicable building code negatively affecting the performance of this product. x 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. • u, 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 No. 12-1204.12 and consists of this page I and evidence pages E-1,E-2,E-3 and E-4,as well as approval document mentioned above. The submitted documentation was reviewed by.Iaime D.Gascon,P.E . P NOA No. 14-0908.02 Expiration Date: February 13,2018 COUNMIt r Approval Date May 07,2015 Page 1 3 M WE + �! �'x Lawson Industries,Inc. & ���' ."`��, a �5M y�P d°' �r�`"44l yP ;kfF''e`* �"K' ^•'S' q�, a}� k ��,�. �^ � 8 � NOTICE OF ACCEPTA3N'CE. EVIDENCE SUN"WrouBBED; ` s .1lot baa A. DRAWINGS 1. Manufacturers die drawings and sections. (Submitted under previous NOA No. 12-1204.12) . 2. Drawing No. L9200-1241 titled "Series SGD--9200 Aluminum Sliding Glass Daor (LMI)", 'sheets 01 through 14 of 14 ccBe� prepared by manufacture, dated 09/25112 with the f latest revision ,dated 04/15/15,signed and sealed by Thomas J. Soto,P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of an Aluminum ` SCD, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI--11-3269, dated 05/16/11, HETI-11-3292, dated 10/20/11, HETI-113274, dated 10/20/11, HETI-11-3329, dated 01/16/12, HETI-12-4040, dated 10/12/12, HETI-12--405.1, dated 06/13/12, HETI-12--4053 and HETI-12-4064, dated 09/24/12,all signed and sealed by Rafael E. Droz--Seda,P E. 'f ' (Submitted under previous NOA No. 12-1204.12) x 4*.» 2. Test reports on: 1.) Large Missile Impact Test per FBC,TAS.-201-►943 ••••' •:•. 1 �r 2) Cyclic Wind Pressure Loading per FBC,rAS 203-9400. '. along with marked--up drawings and installation diagrain o�';;u;;Alurninum Slidi'de Glass Door, prepared by Hurricane Engineering & Testing,.", Test.Repgrts Nq i�•. HETI-11-3270, dated 05/16/11, HETI-11-3275, dated IN2041, IIIVTVf1 3307,.. 4 dated 10/03/11, HE'I'R-11 3314, dated 10/20/11, HETI-22-;3330, datcP X1116/3R,•• HETI-12-4052, dated 07/10/I2, HETI-12-4054 and. TI-12 5, da#dct':' ...... . '.., 09!24/12, all signed and sealed by Rafael E.Droz--Soda,P. P. : ....:. { . ( p 12-1204.12) •••••• (Submitted under previous NOA Nv, 3. Test reports on: 1) Uniform Static Air Pressure Test,Loadingper FBC,.T-Aft�02-9:f ' 2) Large Missile Impact Test per FBC,TAS 201-94 ,gre ,akri 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No HETI--12-4041,dated 10/12/12, signed and sealed by Rafael E.Droz--Seda,P. E, (Submitted under previous NOA No. 12--1204,12) . 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 along with marked-up drawings and installation diagram of an Aluminum Sliding Class Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11-3291, dated 07/15/11 and HETI-11-3292, dated 10/20/11, both signed and R� sealed by Rafael E.Droz--Seda,P. E. . ' (Submitted under previous NOA No. 12-1204.12) ru,� Jaime D.Gascon,P.E, .Product Control Section Supervisor - NOA No,14-0908,02 Expiration Date: February 13,2015 Approval Date: May a7,2015 r -, E � "���.at._..a,. � .'_ , =r. fi " d, t, >a�a�+ '�'. � '�;�:'`�`,"`�e s -"' ;,:,fix»� C•x. w. 'v;.t`'�,`?�, act Lawson Industries,Inc. k' NOTICE Q EVIDENa SUBMI ED � NU�1 B. TESTS tcoNTllvursl � k ` � aw °I _ . a 5. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5 Cyclic Wind Pressure Loading per FBC TAS 203--94 6) Forced Entry Test, Type "C" sliding door, Grade 10, per FBC 2411,3.2.1,TAS 202 94 and per ASTM F 842-04 along.. _.. wrt `^marked-up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. 4 HETI 11-3313,dated 10/20/11,signed and sealed by Rafael E. Droz Seda,P. E. (Submitted under previous NOA No. 12-1204.12) ' 6. Test reports on: 1) Air Infiltration Test,per FBC,TAS 2024 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, A$ 03-94.... •••• • x . 6) Forced Entry Test, Type t.C sliding do.or Grrade 10, Per FBC 0. 00 2411.3.2.1,TAS 202-94 and per ASTM 04 along with marked--up drawings and installation diagram off.au Alunainu►n Slidbsg••. Glass Door, prepared by Fenestration Testing Laboratory;•Inc., *-'Fest•Reports•• �'r` No.'s FTI -3078, dated 01/10/02, signed and sealed b :Lies Figu da, P.f�.;•• a FTL-3525 and FTL-3512, dated 09/09/02, both signed •• led•6••Jose h'C•• • � � g �� y• P • �N Chan P. E.• FTS--3424, dated 04/18/02, FTL-3425, dafed *04/29/02, FjL-34;§i..:. dated 04/26/02, k"CL--3492, dated 06/20/02, FTL-3413, .d#ted x°/24702 and FTL-3516, dated 07/12/02, all signed and sealed by James G'Wotth,P.h.a ;.••• (Sub.-nined under previous NOA No. 02-1126.04) .• . i P � C. CALCULATIONS 1. Anchorverification calculations and structural analysis,. complying with FBC, x prepared by manufacture,dated 04/28/15,signed and sealed by Thomas J. Soto,P,E 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE ` 1. Miami—Dade Department of Regulatory and Economic Resources(RI;R) ° tR�Ytfi't�; x f « 'a�� y '�` � �^a'"`^�'�ePOS'ir ��P >"'�' " xw3������{S &✓ fie» Jaime D.Gascon-,V..E f Product Control Section Supervisor NOA No. 14-0908.02 Expiration Date: February 13,2018 � 5 r Approval Dater May 07,2015 a k� i ,....,. `°�`` " `+z* a -,r x•',:.fit ., �` ,- - a�'� ;"� „yI� �,; ` d"'"q�y '�' �y��� ".�' . r,4,r.,�'4�.';" w >� t� .� Lawson Industries,Inc. n � �„ ' a t O E 4F AC PTANCE: DENCE SUMTTT '�. MATERIAL CERTIFICATIONS , ` � ,;, }. Notice of Acceptance No. 14-0916,10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer", expiring on 12/11/16. R " 2. Notice of Acceptance No. 144916.11 issued to Kuraray America, Inc for their N r ff » M Kuraray SentryGlas@ Interlayer", expiring on 01/14/17. , m ° ` � 3. Notice of Acceptance Nd. 14-0423,15 issued to Eastman Chemical Company {MA} f ' W for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 06/19/14,expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company(MA) ' for their"Saflex HP Clear or Color Glass Interlayers" dated 06/19/14, expiring on 04/14/18. 5. Notice of Acceptance No. 14-0423,17 issued to Eastman Chemical Company (MA) .� for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on a' 05/21/16. y: a 6. Technical data sheet of flexible vinyl compound FPVC 7267-75 (White) & FPVC 7200-75 (Black),published by Team Plastics.Incl Bayshore Vinyl Compos, Inc STATEMENTS . . 1. Statement letter of conformance to and complying with M.C.Ph Edition (20x47; issued by manufacturer,dated 09/02/14,signed and sealed by uvmas J..SotQs,P. •••• Statement letters of no financial interest, independence, confmnance and'cdmplykaj.. with FBC 2010, issued by manufacture,dated 12/03/12,sig� O*Mid sealed toy Thomas•• J. Soto,P. E. ...... • (,,Submitted under previous NOA No. 12-1204.12) • . . . . ...... 3. Laboratory compliance letters for Test Reports No.'s HETI;11-9269, MM51161j. HETI--11-3270, dated 05/16/11, HETI-11-3271, dated 10120/11, H [� 1 32'��, • dated 10/20/11, HETI-11-3274, dated 10/20/11, HETI-11-3275, dated 10/20/11, HETI-11-3291, dated 07/15/11, HETI-11-3292, dated 10/20/11, HETI-41-3307, dated 10/03111, HETI--11 3313, dated 10/20/11, HETI-I1 3314, dated 10/20111, HETI-11 3329, dated 01/16/12, HETI-11 3330, dated 01116112, HETI-12-4040, dated 10/12/12, HETI-12-4041, dated 10/1.2112, HETI-42-4051, dated 06/13/12, HETI-12-4052, dated 07/10/12, HETI-12-4053, dated 09/24/12, HETI-12-4054, dated 09124/12, HETI-12-4064, dated 09124112, and HETI-124065, dated a 09/24112, all issued by Hurricane Engineering & "Testing, Inc., all signed and sealed by Rafael E.Droz-Sella,P.E. (Submitted under previous NOA No. t 2 1Z�h tZ� a "r � _._.._ ._Jaime U.Gascon .E , Product Control SCGtlotl St1J18ri6Sol' U NOA No.14-0908.02 . Expiration Date: February 13,2018 � �^ 015 � v May 07,2 Approval Date: ,iia z ,o.'P�,'; .`Yt,.,� t'?3« �..,�:lU",. '.'' � .. m a a. ,. -...x,ed�,, � ,., �' <.... ,. a,'`d�'x?" €�'. ., „ ., ,., .. •'B E...,4 ;����. .� . .,,_... a ._._. �.. ... Y dultrles,Inc. r N4TTCE OF ACCEPTANCE: M>CfENCE SUBMITTED �r F. STATEMENTS (coNTINu>;Dl< 4. Laboratory addendum letter for Test Reports No.'s HETI-11 3269, HETI--11.3270, HETI-113271, HETI-11 3272,HETI-11 3274, HETI-11-3275, HETI-11-329.1, HETI41-3292, HETI-11-3307, HETI-11 3313,HET-1-11-3314,HETI-11-3329, HET I-11--3330, HETI-12-4040, HETI-12-4041, HETI-12-4051., HETI-12-4052, HETI-12-4053 HETI-12-4054 HETI-12-4064 and HETI-124065, dated 01/15/13, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E.Droz-Seda,P. E. 0 00 ,. (Submitted under previous NOA No. 12 1204.12) m r 5. Proposal issued by Product Control,dated 03/30/12,signed by Jaime D.Gascon,P.E r v . 6. (Submitted tinder previous NOA No. 12-1204.12) 7. Proposal issued by Product Control,dated 03/13/08,signed by Ishaq Chanda,P. E. (Submitted under previous NOA No. 11-0518-03) 8. Laboratory compliance letters issued by Fenestration Testing Laboratory,Inc.,for Test r Reports No.'s FTL-3078 dated 01/10/02, signed and sealed by Luis Fi ueredo P.E. Submitted under previous NOA No. 02-1126.04) r� 9. Laboratory compliance letters issued by Fenestration Testing:Late;ato y,Ine.; for Test-••• s �3 Reports No.'s FTL-3525 and FTL--3572, dated 09/09/02, bdth signed U11%scaled by •, ' Joseph C. Chan,P.E. •• •••••• r (Submitted under previous NOA No. 02-1126-04) •••• :•••• 10. Laboratory compliance letters issued by Fenestration Testing 1-abe;atory;Inc;•for Test- Reports eeb•• Reports No.'s FTL-3424, dated 04/18/02, FTL•-3425, datVC OV29/02 VTI,-3426,,,dated 04/G6/©G, l , atea *x FTI 3492 dated 06/20/02 FTL'-349;3•.1'•••cued 0;124/02 aiid•:• . �' • • FT1,3516,dated 07/12/02,all signed and sealed by James U. Wo9th,R.E. ••.•;• (Submitted under previous NOA No. 02--1126.04) .< G. OTHERS .. 1. Notice of Acceptance No. 1.2-1204.12, issued to Lawson Industries, Inc. for their Series "SGD--1200 Aluminum Sliding Glass Door-L.M I." approved on 01/31/13 � n r ; , and expiring on 02/13/18. R Jaime D.Gascon, Product Control Section Supervisor M.. . NOA No.14-0948.02 Expiration Date: February 13,2418 x Approval Date: May 07,2015 � 1 hWa s �ama WIN �. "'! ..,•.. ,, „,. '?l Y 4 is ,.. ""wr . ... .. w.. x ea. . ..,.s . , ., .<. ,' ., A., . s 01K �', :c<t. ULTJ:—M )p00R ELEVATIONS WITH & lkLTJj0L amu SEE BELOW SERIES: SGD-9200 OUT POC SEE OMN SEE BELOW NOTE 05. NOTE NOTE NOTE #5, 4j' IMPACT SLIDING -�(TLA$S DOOR u General Ngtes: 1 Z 0 0 1�) THIS DOOR SYSTEM IS DESIGNED AND TESTED To COMPLY W/THE ef 0_', 0 0-- , '1' 0 REQUIREMENTS OF THE 6th EDITION (2014) FLORIDA BUILDING CODE INCLUDING 0 tig HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1300-04, THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) cl) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED So THAT THE BUILDING r THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS Sn X LP or RP X XX - 2D/2T XX or 40/3T xxxx or 4--XXXX-RP OF 2014 V&C. & TO HE REVIEWED BY BUILDING OFFICIAL LP or RP-XX or LP-XX-RP LP-XXXX or RP-XXXX or LP ANCHORS ON ALL DOOR 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS, SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) AND ON SHEETS 2, 5, & 6 of 14. tj AS z ,,�,T ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE 'j- IP 4.) AN TABULATED — I 2T - RP RIGHT POCKET 40/3 ENGINEERED ON A SITE SPECIFIC BASIS, UNDER A SEPARATE APPROVAL AND TO POCKET SHOWN SHOWN (LEFT POCKET OPPOSITE) (LEFT POCKET OPPOSITE) BE REVIEWED BY BUILDING OFFICIAL. m 0 5.) A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, 413/2T 6.) DOORS ARE QUALIFIED FOR USE WITH SINGLE GLAZE B.S. LAMINATED GLASS SEE BELOW TYPES TABULATED HEREIN (SEE SHEETS 0 2, 5, & 8). z NOTE S. 20/2T LP/RP 7<) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, 6, 7, 9, 10, qr .4 e.) M. & INT, FALSE COLONIAL MUNTINS ARE OPTIONAL & F SEE BELOW & 11 OF 14. AND TO BE APPLIED 04 40/27- P/RP W/ SILICONE, c NOTE#5. l� W, W At 9,) WOOD BUCKS IN CONTACT WITH CONCRETE MUST HE PRESSURE TREATED AND -0 ANCHORED (BY OTHERS), PRIOR TO DOOR INSTALLATION. WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE FOC 6th EDITION (2014) CHAPTER 24. CQ df 40/15T-*L' 10.) APPROVAL APPLIES TO TWO TRACK AND THREE TRACK DOORS WITH FIXED N m v LEFT POCKET SHOWN PANELS, ALL MOVING PANELS. INCLUDING WITH OR WITHOUT (LH-RH) POCKETS, (IWHT POCKET OPPOSITE) It) MULLING DOORS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED 30/3T - XXX or CTS USING A MIAMI-DADS COUNTY APPROVED MULLION IN BETWEEN ARE LP-XXX or RP.-XXX NOTES PRODUCTS BUT THE LOWER DESIGN PRESSURE FROM THE DOORS OR MULLION 1)REFER TO SHEETS 8 Of 14 APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. FOR GLAZING OPTIONS AND DP CHARTS4D 2T - LP 12.) FOR METAL ATTACHMENT DETAILS & NOTES SEE SHEETS # 3, 4, 6, 7, 9. 10. , 2)REFER TO SHEETS 9. 10 & I I OF t4 LEFT POCKET SHOWN 11 OF 14. 3D/3T FOR TYPICAL CROSS-SECTION DETAILS. (RIGHT POCKET OPPOSITE) 0 ALL METkL/STERL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS REfER T4 SHEETS 9 OF T4 ' To BE PAINTED OR PLATED AND SHALL MEET THE 2010 FLORIDA BLDG. CODE. FOR TYfliCAI ANCHORS AND NOTES. I 6 OF 14, REFER 4)PANEL STACK CONFIGURATIONS ARE 'a �' 14.) POCKET DOOR CONFIGURATIONS ARE AS SHOWN ON SHEET REVERSIBLE TO SHEET 11 OF 14 FOR ADDITIONAL DETAILS. .,, S)FOR POSKET WALLS SEE GENERAL I&)POCKET WALLS ARE NOT PART OF THIS APPROVAL 3D/3T - LP li&) POCKET WALLS SHALL BE UNDER SEPARATE APPROVAL AND TO BE ng i RIGHT POCKET SHOWN REVIEWED BY THE ENGINEER OF RECORD (EOR), (LEFT POCKET OPPOSiTE) 2 rii I+4 67 I [LAMINATED GLASS LARGE MISSILE IMPACTA CTTM Al MA 0, FF LAMINATED GLASS RATED FOR DOcIRS GLAZED WITH .2 4- LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. 40 I OW 0 0 0 0: 0 0 wl 00 0 cl. U-5 • 00 F�' 44D/2T OXXO 12. 4t ar C3 1�0/2T - 11/2T�- .. F7,,/,T U 3I—Q0 2RR6V136D o30 gu cc: MES, It 1 IFOR• TER TO SHEETS 2 OF 14 FOR 1) REFER TO$HIEEIS 5 0 *00 0 08, FOR OWING OPTIONS AND DIP CHARTS. GLAZING OPTIONS AND Wic�' 2) REFER TO SHEETS 3 & 4 OF 14 2)REFER TO SHEETS 6&7*OF I&* FOR TYPICAL CROSS-SECTION DETAILS, FOR TYPICAL CROSS-*E4TtON D&TAILS. 3) REFER TO SHEETS 3 OF 14 3) REFER TO SHEETS 6 OF 14 Dy _ FOR TYPICAL ANCHORS AND NOTES. FOR TYPICAL ANCHORS AND NOTES. n9eml oda L'xatuct Can' g. N ................... ............. N 1, V'4 fW DESIGN LOAD CAPACITY 98 PSF (STD, 2 1/4- SILL) D3/8 DOOR WIDTH NOMINAL DOOR SIZES GLASS TYPE 'A* CLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE V 4 WIDTH HEIGHT CLUSTER Or IN. FT,/IlhL EXT. INT. (-) EXT. (+) INT. (-) EXT. INT. (-) EXT. (+) INT, 13 1/4 MAX, 4 ANCHOR$ q SPACING LIMITATION;- TVP. AT STILE ENDS �HEA�D/�S�ILL 6" MAX. TYP, 5/0 Anchors not to ex"ed (NO 6/8 56.7 95.0 56.7 65.0 56.7 85,0 56.7 75,0 10 1/2-Ox.at DOM 3 STEEL) I" HEAD/SILL 0 6/0 smaller than 60"in wIfth, '�'7.0 CORNERS 0 1 S 0 56.7 F' ro (NO STEEL) 6/8 56.7 95.0 65.0 56.7 85.0 56.7 75.0 141 (WITH 8/STEEL)0 6/8 56.7 85.0 56.7 70.0 56.7 78.8 56.7 68.8 I I in /o 40 JI a CJ o 8 8/0 56.7 65,0 56.7 65.0 X X X x JmTHSTEEL)1 7/16' LAM. GLASS - DESIGN LOAD CAPACITY - PSF (WITH 3" SILL RISER) OD NOMINAL DOOR SIZES GLASS GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D z WIDTH HEIGHT FT. N. FT./tN. EXT. (+) INT. Ext..(+} INT, (-) EXT. (+) INT, EXT. (+7) INT. x 0 5/06/8 STEEL) 6/8 76.7 95.0 65.0 65.0 763 85.0 75.0 75.0 6/0 6/8 76.7 95.0 650 65.0 76.7 85.0 75.0 75.0 a) o (NO STEEL) 8/0 a 76.7 85.0 70.0 70.0 76.7 78,8 68.8 68.8 STEEL REINFORCING C'j (WITH Mm) AS CS SEE CHART AT LEFT (WITH STEEL) EEL) 8/0 65.0 65.0 65,0 65.0 X x x X x N07U 1) REFER TO SHEETS 3 & 4 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 44 3/4" MAX. zti -0 4. 2) REFER 10 SHEETS 3 OF 14 D.L. OPG, FOR TYPICAL ANCHORS AND NOTES. 50" MAX. 50" MAX, PANEL WIDTH MAX, D.L.O.: LAMINATED GLASS PANEL WIDTH 2 Is 6/0 X 6/8 32-3/4" X 74-3/4' LARGE MISSILE IMPACT I DOORR TWO TRAM X0 ox 8/0 X 6/8 = 44-3/4" X 74-3/4- "XO" TYPICAL ELEVATION APPROVED -QQNFIGURAIIQN 8/0 X 8/0 44-3/4- X 90-3/4" DOORS GLAZED WITH LAMINATED GLASS RATED FORTESTED UNIT (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) 1LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS, Imi z BUI 8 VINYL. it HUL8 VINYL 17 HULB VINYL t7 RULB VINYL 17 3/16-HEAT STREN-D GLASS 3/16-HEAT STREND GLASS -3/16-HEAT STREN'D GLASS 3/116-HEAT STRIEN'D GLASS .090 tNTERLAYER PV8 INTERLAYER 090 WLEX HP .090 PV8 SAFLEX d -OuPoot SaMryGkm by: Dupont Butocito by: 'Clear or Cole,Glass Intedayer d Clear or Color Glass late4o)w E.I. DuPont DeRafna.&Co.. Inc. 1, .1. DuPont D4Nmows&Co.,Inc. by:solutio. Inc. • -:-S.-1- �16 HE 3/10 HEAT S7KN'D GLASS -3/16"HEAT STREWO GLASS 3/16 AT SYREWD GLASS SUCOW g SILICONE ILICONE SCHNEE-MOREW-AD 5731 SCHNEE-MOREHEAD 5731 Ci EE of, !=E-)hOREHEAD 5731 DOW CORNING 6" do DOW CORNING 09R 00 0, 'n 111 00 Ow CORNING 899 TREW-0 SPECTRUM 2 TREMCO SPECTRUM 2 TREMCO SPECTRUM 2 TREMI'w"ICA. D 0 z IIROD=PEYISED a C.- 8.02 GLASS TYPE GLASS nim!B1 f" 'C' S TM V BY GLAZING DETAI L5 AlwolDadePwdueN an 0*0 0 0 0 0 000 0 0 0 0 0 • �.h PRIM le TYPICAL ANCHORS IN PAIRS METAL ELEY.FOR SPACING TYPr-AL ANCHORS IN PAIRS SEE i FOR SPACING TYPICAL ANCHORS IN PAIRS STRUCTURE I Min. SEE ELEV.FOR SPACING (WX 1 '4 1 1/4' Typ. 0 r5 w Ewa. 4> 0 o lay dge Dist. 4 wow BUCK 2 'M ------------Itt- NOTIL, C12 1,ALL STEEL MTEADCTMWITH 30. 15 Z I Min. 3/4" Min. Ai To E is 2.METAL STRUCTURES: O TYPICAL ANCHORS IN PAIRS 6 al O Edge ITyp.) SEE ELEV.FOR SPACING rYPm ANCHORS IN PAIRS A GA, N. HICK - 0,105') 0 SEE (USETLEE,L2::Fpm 3 THICK MIN, ELEV,FOR SPXM ALUMINUM!6083-15 MIN. UM (A)l ,0,07W MIN.THICK) P, XiQTES FOR SPACING) rj) zuy W�" I,S'4'vi Of Wood Shu (SG) E COUNTY APPR 1 0 MULLION rec G a SS SEE (M..4;o SEPARATE NOA (TYi LANINATED GLASS Nri a' C11 NOTES: 1) REFER TO SHEET 2 OF 14 Co FOR GLAZING OPTIONS AND, DP CHARTS, 2) REFER 70 SHEET 4 OF 14 FOR HORIZONTAL CROSS-SECTION DETAILS. �D ANO METAL NOT BY LAWSON NO MUST T L SE., 9 0 3) REFER TO SHEET 2 OF 14 MU S=R 3W)ING SYSTEM AND FOR MAX. ANCHOR SPACINGS. TRANSFER THEM_EM TO THE 91.111LOING STR1JCTUi n I TYPICAL ANCHORS; SEE ELEV. AT SHEET 8 FOR SPACING 4 ANC 'R HOR TYPE CHART I CONC. or MASONRY milk.) ARCM OpTION xmD-Bi JOB XIi]i Dbi OoI%4"ta 1/4' 1/4' 1 3/4- 11- 2115 Kw Ix i ULTRACON -11 BUUDEK 1 3/4' 4' 31 K;l Min, SEE ELEV_FOR SPACING STRUCTURE 7dge 71 Lo C4 Ir C-4 SMOEX 311e 1 3/4' 3* 3.2 Koi ANrwi TYPR CHART IN 2Ir D SUCK Ii AIMM OMONSIRMA 17 o' 1/8" • SILL RISER 'p w ELCO ULTRACON 1/4 so ADHERED 10 SILL VAIN SILICONE DUILOEX 1/4 1/4*... 11' as so_. FULL LENGTH Of UNIT C4 ,}„[,_4" D_ RILI F1 FX SFLF DRILLING SC INTO METAL STRUCTURES 1 4i rad F 2, STEEL : 12 GA, MIN, (Fy - 36 KS! MIN.) 06 *00 0 0 0 9 4ALUM64VM ; 1/8"Tii Mft (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) kv, 14 2 -INTO APPROVED MULLIONS (10 S11 SPACE) TYPICAL EDGE QWAta • (1/4") INTO CONCRETE AND MASONRY= I' MIN, (ELCO ULTRACON) pftox"IwV1wo 00* •0 ($/IS-) INTO CONCRETE AND MASONRY 3-MIN. (flW BUILDER) Cr (11/4) INTO CONCRETE AND MASONRY 4-MIN. (frW SUILDEX) 4: 0 1 INd2jMWOOD STRUCTURE - I'MIN. V •MIN T 114' TAPCDN APPROVED i BY EOi T METAL STRUCTURE - 3/4'MIN. P. V/1 3/4'MDS,ENDED.INTO 32 KSI Conc.tR'ilaaoeo FROM CORNERS&SEE ELEVATION AT SHEET off&Ui 2 OF 14 FOR NA.SPACING. 0. Non-Si Nan-Metallc T.Yi ANCHORS IN PAIRS FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL CwwA of 1 5 K I SEE Ei FOR SPACING SEALED WITH WHITE/ALUMINUM COLORED SEALANT, 6:0 51 • -p.w7p, po . ,g> - w - �-_ _ TYPICAL ANCHORS M PAIRS rz'3 :Fs*r - '.� "' - = ��-" • •i• • • '9@f SEE ELEV.FOR SPACING �:F�� �. -hF, ,�`n p s�" ''1,,"a��s'e.`,�,, � � �� ,- • • • •i • •• ••• �-��",s.s '^ � � i t f�<t�"x' .., g ,� ,s' t- z -r'`+,.-. • • • • • • • • • a• #`�p. ice, b o TYWCAL NICHORS htPAMt3 � � J • • • • ��`" �'� rsg, e� try SE£ELEY.FOR 5PACINO '*'��,.�`�:��. • • ••• • ••• •r• s �� ��'� �- :�� "I a ,• Q'+ `�tl .�. 1 4" MAX 1/4" MAX. / - •• • • • •• 400 •• SHIM SHIM t • • • • • • • • • � � � m i rn t!1 xo d r •— NOTE: I- ALL STEEL IN CONTACT WITH ALUM. TO K PAINTED OR PLATEtl ,r - -.r--� a a'a I t -,t w `•I( � �1- N,e. 2. METAL 5TRUCTURES: •>. METAL AnIt2 £ : Fy - JS KSI MIN. EE0.1101511 STRUCTURE CA MIN THICK O.t 0a) 5)ALUMINUM 6063-T5 MIN. " ` (ALUM 0,07e MINTHICK) ��� �� ` !•.7 7/4' NOTES: t) REFER"TO SHEET 2 OF 14 N 5�82 WIMP.) FOR GLAZING OPTIONS AND OF CHARTS, - 2) REFER TO SHEET S OF 14 - � o TYPICAL ANCHORS 1N PA1R5 FOR VERTICAL CROSS-SECTION DETAILS ) 3 REFER TO SHEET J OF 14 �� SEE F1Ev.Fat sPAcy+c FOR TYPICM. ANCHORS AND NOTES. PANEL WIDTH_ 4) REFER TO SHEET 2 OF 14 ., / OR MAX. ANCHOR SPACINGS. A L !s ppp a • .:. SHIM MAX.X TYPICAL ANCHORS IN PAIRS 1/4° SHIM MAX. SEE Et.EV.FOR SPACING %' • o ��.� n rj D.L. OPO. 7 �.. , • 29Y W ('TUCK 1• 6 d ,� • _ ,;. -" y g 1R 9S OR WOOD � S VRE 1 t{ _.. w'«? r� - ,�53 n,� ter , 4 ► V 46 A s 17 s,. to , �"�`r� �. S >• f�,y� e1 O Q SctiEEHs ocrn. NOT REOD.ON X8/0 X 6 SIZES rA O s PANEL WIDTH (wH.Emm.) SEE T ON SHEET 2 OF 14 18Y P,T. PRODt=RBVISw 2D 2 T — X O Shown EXTERIOR WOOD DUCK �•MYai wo t6•Wood• f ( DOOR WIDTH AiuRdifts th 2D/2T — OX (Reversed) WWII •d• `t �. Gab _ S y -#ix `x > r $s ,. n ..,.Yhe�/-.. �T -s.�•+?.a- ... :�:.a '$_,.:.r�. kr" ...�- .--..., v. .,. - . «- _h^'. ""4..o- ;sM:;% L". - �, ` v;�� .Sy.3., ''. ,- ^^.-r.,.,. , Fy �x.z# +,s..."`5u•" .�. � a.:^, s�. »..,. F,, S"r•.�., ...- �. .... ., ... '.. .. .#.. +. ..., ,•. �.... .� '.,-�"" '-F.+s.>.3. Y'- '� +�. _ :. ,��,,$',�� .. air,' ., '�[.y. sv,.sx �v: ate. � �' a- '�.`-?-.•�' ��• �' �'«. x•� _.:. •� � .:, .x.. #�..:'s���E �. s...::,. . �, �x"�.k rte :' ': .,. �r ...».,. ..:4 >:-.:•r' �-.� ,� -- .<u`� -.�. _ - - - r�.[ ...a "EC':•+� u0. ^h , -.ee^,x: '�.`'�'i.��, �a�? -.�. - ,�.�;� ^ �u..s.,!t i,�rT, -' `��;.-�-a : - x� ...: .�4*mss' �•B..x`�''�8a��`'�:.� �. 196 1/4» MAX. ^�i 13" MAX. TYP. DOOR WIDTH CLUSTER of AT HEAD/SILL^ s S 6" MAX. TYP. o ' AT STILEILE ENDENDS ( > �/ HEAD/SILL CORNERS z> h � OXXO � 7/18•OVERALL LAM.cuco� 5�� $ � o 04 iv :r � "vQ C2 9 N z d QQ D OXO 01 O t7f APPROVED CONFIG41 RAT1ONS o v (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) o Lqay� g g STEEL RFJNFORCRIG K O AS READ, BULB vWYL n /`p2 S <� 3/18"HEAT STREWD CUSS ` © X Q D 090 PVB INTERLAYER DUPONT BUTACITE E.1.DuPont DoNemo s h Co ft I f W e Z 3/18'HEAT STREN'0 CLASS % -. L 44 3/4" MAX. g N SCN�NE MORENEAD 5731 '"^ J0" MAX D,L. OPG. 1) REFER TO SHEETS 6 & 7 OF 14 FOR TYPICAL.CROSS-SECTION DETAILS. t> + PANEL WIpTH 8 to Dow CORMNC 894 7 50" MAX. 2) REFER TO SHEETS 6 OF 74 m N s a R TREMCO SPECTRUM Z '^; PANEL WIDTH FOR TYPICAL ANCHORS AND NOTES. g o • �� ^�A� �� �. •4 DOOR - TWO TRACK r OXXO ICAL ELEVATION LAMINATED GLASS • ; o TESTED UNIT LARGE MISSILE IMPACT G(ASS TYPE k - DOORS GLAZED WITH LAMINATED GLASS RATED FOR 'B' DESIGN LOAD CAPACITY PSB LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. GLASS TYPES 'A' OR 'B' .9 BULB vert. 17 PANEL WIDTH DOOR NElctlr STANDARD SILL 2-1/4" RISER 3" RISER 3/18'HEAT STWO CLASS NOMIKAL 090 INTERLAYER Ft./tNEXT. (+) INT. (-) EXT. (+) INT. (-) EXT, (+) INT. p; DuPont-SenttyGloev w. E.L d tl i od , DuPont DeNemeurs d:Co.,Inc, 2/6 40.7 60.0 56.7 60.0 60.0 60.0 • • • pt3DUCTREV1S60 �platurrrteo Z 3/18'HEAT STREN'D GLASS 3/0 40.7 60,0 5$. 0• •6(Ltt• •640 os eanplyea9 whh Ow 1'bR'a �1 t'�_i •,y ``o�M � y oro V) SILICONE • • • • Buildleg0odeJ.Gi � �����•.••....... /`. r. 3/6 40.7 80.0 5 0 6 0 0 SCNN£E-MOR£HEAO$731 / � � • • • •� No '<%• �,+s DOE CORSPEC 899 4/0 6/8 40.7 60.0 5§,W* • 0• 6Q4• 0 • 'u voiy �; O \ 7REMC0 SPECTRUM 2 �� 40 4/8 40.7 60.0 56.7 60.0 50.0 60.0 r1 p M 4/1140.7 60.0 56.7 60.0 60,0 60.0 • • • • • • PAVEL MAX, D.L.O.: bw 2/6 40.7 60.0 • °$.7 80.0 fiG. 60.0 3 O•X 6/8 = 32-3/4" X 74-3/4" c ' 3/0 40.7 60.0' $.7 69.0 •60. 60. • V0•X 6/8 - 44-3/4" X 74-3/4" GLASS TYPg 'A' 3/6 8/0 40.7 60.0 A.7 • 60.0 •80 0 4/14 X 6/8 =55-3/4" X 74-3/4» ��� ••• • B? = 3/b X 8/0 = 32-3/4" X 90-3/4" �v " GLAZING DETAILS 4/0 40.7 60.0 56.7 60.0 60.0 50.0 4/0 X 8/0 = 44-3/4" X 90-3/4" w. > .., • • • •r• • • • > M ori a " -. 4,.a'Us'1nx �". k`'s=�- sa�.'*`z.•. �"'K.... �' �:.: -.�-.. ,� � ro '��.�����, +e:. ��� .I - .m x4 _N::': T`.-.0 b x ;. t"_€. �.'"'�':y,'�r�•, Ft' L ...... .. .:.. �';� .c� '.� "�•",.. i :^riR',". d F ..h� 4�,.,5...:+'k`.' a <. . V­.' .;€:,.,•- � ,. `�`'* - � - .>r a. �.'�''.: -.,?. :ate. �. :.. �. �a:^.u.�� amu,t,,•,tea. -,,. .-._„..+..-a. tea: '�`.-.�. '•�s'N:�� -„ _ .... . ,• :::< v :;s:=�. � `�.ck' - sem°.` � W ::.. r.�..,. � v . .sa.,. �,-.....z•< . .. ,, l..-. .: - ,:,..._ .�a� ,. _. Y�. -•L. d:. ,...., .:f. "..., < .':.. ,v ,. XF. ...-.. .. .E+:, .:. ,. ,., 1 T-- .b.. ,.,$. ,. A'C.�.� �tt. v. o NAA,.. �..-:.�� ,:: >r ,. .. as'. .rr.,. "u•�- .;, ,.� �r-. - - -z"m_ ... TYPICAL ANCHORS - IRS S ELEV. METAL " SEE F1EV.FOR SPACING TYPICAL ANCHORS IN PAIRS TYPSEE ANCHORS k4 PAIRS STRUCTURE y e-. i Min SEE ELEV.FOR SPACING SEE ELEV. FOR SPACING ley dge Dist. >< x c . Il ',a 4 �woaD euc d X m_ ioa (Mv.3deeE5.) g/1.6" 2..•MIN.., .e �.. �. ° v `z ^ I rn a z L.MIN. TYP. I J/ e .... .._ c <� 3 a _ �� OQ _ fl f CT'n E ARTAC MNT DE7 7 c _ s ik 1 g Tt1.ALL STEEL IN CONTACT WITH R W m A .w ALUM,t0 BE PAINTED OR PLATED. =a O 1 15 s�N 2.METAL STRUCTURES: \ INS Min. TYPICAL ANCHORS IN PAIRS dge Dist. A)STEEL:Fy a 36 XSl MIN. Z I Edge 3t, Typ.) E ELEV,FOR SPACING TYPICAL ANCHORS IN PAIRS (STEEL 12 GA.MN. THICK d OAO5') SEE ELEV.FOR SPACING B)ALUMINUM:6063-T5 MIN. A o 02 (ALUM.0.078"MIN.THICK) ;yl + # 1.7 10 { I. 2eY Wood wk Substrate or MWB-D4DE COUNTY Wood Si-luta (5G) 1 I f/4 (MINID.) SpwTk tym SEE SE MULLION SEE SEPARATE NOA 1 { - PRODUCT RN,VISETJ ) �7 - as onmlelyitW,xdlfi Fblida 7/19'-LAMINATED GLASS N Aoce�njXnnco No \ 4" Min. CQ { NOTES: 1) REFER TO SHEET 5 OF 14Edge Ist. o FOR GLAZING OPTIONS AND OP CHARTS. Mlaad pfodum Comm N A r Ij a {{ 2) REFER TO SHEET 7 OF 14 x a p { {. { FOR HORIZONTAL CROSS-SECTION DETAILS. WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON IND, [') wO "� , 3) REFER TO SHEET 5 Of 1# MUST SUPPORT LOADS"POSED BY GLAZING SYSTEM AND T 2 FOR MAX. ANCHOR SPACINGS. LTRANSFER THEM TO THE BUILDING STRUCTURE. 11 { � '['YPI�AL�3_CHQR,�'. SEE ELEV. AT SHEET 8 FOR SPACING 14 { { a ANCHOR TYPE CHART IN CONC. or MASONRY min. r^ s o { { ANCHOR OPTIONS RRAD-RD,L JAMB 8mbedmaa Bdaa DIOL Ceearate W ELCO ULTRACON f/4' fJ4' 1 3/4' 1` 2.85 Ksi _ < in BURDEX 1/4' - 1 3/4` 4' 3,2 KM 6URDLX - /16" 1 3/4' 3' 3.2 Kai n E I' N ANCHOR TYPE CHART IN 2X WOOD BUCK min. { N tJ I/i6`or 1/6" !�W M� ANCHOR RkTTtONe BY•AT!-SdU+JAMB 1?mbeimen Edse{Nat$z flood q f yB10 { SILL RISER HEREO WITH In„�W W ELCO ULTRACON Ile 11-V 1 1/4' '. 5 CLEAR SILICONE N In BUAOEX 1/4' 1/4' 1 1/4" 10 0£UNITE.GTH I I 1 S.M.S. (Info 2x) #f2 #12 1 1/4' { { 1/4" DRILLFLEX Sp 33 { INTO METAL STRUCTURES < AI ► m STEEL : 12 GA. MIN, (Fy n 36 KSI MIN.) 4 TtE41lUA , d 2 �y;�;� ALUMINUM : 1/8"THK. MIN. (6063-T5 MIN.) 19 �O CJ { •• • • • (SFEEV IN WWACT WITH ALUMINUM TO BE PLATED OR PAINTED) ���c� .f/I%A0, *" CJ • ••• • • -ice"'•.. 1 9�3,............. ' '•a� �=/ n�� •• • • • • INiO aPPA(ylEO MULLIONS (NO SfiiM SPACE) Ry p 0 117.-a'A.; a�l •• ••• ••• •TR'e 1C,��t _E�iu_-R�DiST6tiCE ' Cr (1/4") INTO CONCRETE AND MASONRY- i"MIN. (ELCO ULTRACON) ti m * 0.- INTO ;INTO CONCRETE AND MASONRY - 4' MIN. (OW BURDEN) ` `n ' I�� 4 �� • • 1Aj WEEP�� (3Jf8'7 INTO CONCRETE AND MASONRY- 3"MIN. (ITW SUILOEX) �Dy�•.•..+• pygtp.) 4` Z"MI 1/4' TAPCON or APPROVED EQUAL BY EOR TYPICAL ONCMDRS • 1.• •:• INTO METAL 9ENT0 WOW R CTURE A 3J4"I MIN. ,',AIA •• a V/ 1 3/4'MIN,EMBED,INTO 3R Kill CaAc,1T 6' 2 SEA CUP 38 FROM COWERS 6 SEE ELEVATION AT SHEET •• • a • .�• • JIt ttts1k e 5 OF 14 FOR NIX,SPACING. • •• • • • !! Nen-sbNflk,tion-Metoiik TYP1Cx ANCHORS IN PAIRS •• • • •• FRAME AND YENk CORNERS AND INSTALLATION SCREWS AT SILL q a Croat of ARnlrrwm 5 Kat SEE ELEV.FOR SPACING • • SEALtEP WITH WHITE/ALUMINUM COLORED SEALANT. „'L, ,;.~+. „ �,�,`.z ..z ��..�>t�-:: e ;.,: �, ����` .�.k. ': ,. • • • !af:.4 ,E.�x A+--�� r`�3�.� �-,��<? .,_ `: „ ••• • :.., .T h_-,,:. .-.t s - gg, �: lx..ea � hi Tr w m �"'$'A:`_ .r'3 ^S ._....:. .,d ,..,�. x ,,•• r'`f... .. ..:.: .v. .:Y .u... :. ...'. «... ."v^:.. �•:..-f s, ...>:. +�. _'.��' : ? :.s:xw -�:l:iY,:�.. ->.. r,. .s - ...eT^Y�. :._ -F 'x .,� ,e,.. Y.,-.... .: - —;..� r< '.. �.a- :., �'..`+�. - . .,<,. ,x.. `fes.. .� "�' .,.„..� n<,.,�.,.,.-.<.,- -`'`5`�'s 1�... <-, �. ._�, t�'P <.�:..:•z.,,,. _ _ ', s� ., „�- - �,.�-6.s..: 7 „ . w f e ' 6 - w r ,:.. s� ,d..;, - ,.3»x.;,=fir'�cz-;t n„•.�:.s. t�..;„,_� ws'.�M�:,.��r ,.�`,�'A7 �xi���.t'_� ��^i �E �.-�<,c�,-.�:.,s��T��'•.:,: -`�. ��� a. d?��,. � - u ” �w TYPICAL"HORS IN PMRS t 3`4`- ^ _ SEE ELLV.FOR SPAGNO MIN.EMBED. PANEL.WIDTH e � 1/4" SHIM 1/4" SHIM z MAX. MAX. i e x L. OPG 6 t6 I D.l.. OPG. 7 «"3 ..c^�°a wah U A 17 !h •„� 23 w cn. (D {j 4 y tY] CC 17 11 B 5 r 25 8 10 _ (MIN, fENS OPT10NA1 D.L. EXTERIOR .L. OPG. 18Y ��y o � W� 1 PANEL WIDTH WOOD BUCK 4D/2T — OXXO o DOOR WIDTH NOTES: 1) REFER TO SHEET 5 OF 14 1& FOR GLAZING OPTIONS AND OP CHARTS, E,7' 2) REFER TO SHEET 6 OF 14 FOR VERTICAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 6 OF 14 FOR TYPICAL ANCHORS AND NOTES. m 1/4" SHIM 4) REFER TO SHEET 5 OF 14 PANEL WIDTH IBy C MAX. FOR MAX. ANCHOR SPACINGS. — 1/4" SHIM WOOD BUCK n MAX. z 4 D. .0. B e D.L. OPG. r ► R $ j tt a 23 4 - ° PROI UcT RHVf9IID 9 z 8 a aim Mp with tls:FloodsACa cd { • Bull Code u � p ----- ti` PAImzI�P�!•Jsaconeo ~ Alti i.dldppp so � • g 10 • � � � � +�d�a o���*+rrr {Mra.moo:? • ••• •• • • -" " = C2 TYPtCK..nx PA R5 I H;1 D.L. OPG ti !' O.O SEE ELEV.FOR SPACING �/ E7CI'ICRIAR PANEL-WIDTH Y 314 v 3D/2T -- OXQ••' •;• :.. •,• : .•. twN EMaEaT .,,� '+a. DOOR IDTH •• •• • • • • • • rrrpt * N • •• X mrpr tti ••• • ,�ffi�a. tT r w�"aa��� - r•���k"',,� Y �'�`��: '. ` • • • ••• • • • Z�"�� R ;,ate a ,y ,a F,.`., .I ,. . ,^ ,_::. "t- '.c. • • • ••• • • -.x >ra ..f .,.t as. �,Y,@'.. '` ' '�' ,'="'r:;" ...:,,,c h .._-,:... � .,_ a. ,x o/ •" e. ,.:. n. _ .. :r5?«,... t ...'x_,.c+, _-, SV`.. �'-- @ .... 5n.aw...','E,'.:. :_ ... Y t ..4?�. 'x..< x:i*. � r £ %. .�_.,,_�;��, ..,tna.,._� ,��„_._,_, �r,._. ���,�a�.._�c �a� z,Pa� w�x>.��;,.�",� ..r..<<.,�,,., �.,.,.�. � .__-�s' 's_����Y•�����„ �s.�.�<_w,.x�'� � � -€- s 189 3/4 TEST DOOR WIDTH w/ SINGLE POCKET do NON-POCKET MAX. WIDTH 191 1/4" 13 1/4" MAX. TYP, CLUSTER"MRS 6" MAX. TYP. WALL t u x , AT HEAD/SILL AT STILE ENDS sKN�DTp3. 1 a° �y -_ �HEADJSILL CORNERS ({yP.) to d 1 l POCKET WALL 1 1 SEE. NOTE 03. trX-RP or LP-X (�I) E I �44 pp Cn 1 op "S 1 Z p n p 1 p � t 1 0 � � •y w CQ C D C2 F) i Ell � . y � t a• "q � o rnz �o lie_ � XX Or XX-RP or L.P-xx or RP-X%-LA - o a 1 L F IRr t� 7/16'OVERALL LAAi. GLASS TEEL R��INGi V `r.to Lii t POCKET WALL _ i ; m •qi SEE ROTE a3 B3 ( ) �x X X r � " ' XXX or RP-XXX or LP-XXX - 4 NOTES 1) REFER TO SHEETS 9, 10 Qc 11 Of 54 i Z F • 1 43 1 j2" MAX. 49 1/8" MAX. FOR TYPICAL CROSS-SECTION DETAILS- + u '; �' u i 48 3/4" MAX, D-L. PG. PANEL WIDTH 2) REFER TO SHEETS 9 OF 14 K� 1 0 "Olt o PANEL WIDTH'- FOR TYPICAL ANCHORS AND NOTES. r 0. •1 4® „p a. �� )FOR POCKET WALLS SEE GENERAL.NOTES a• i 4 DOOR — THRFE TRACK 3 #t5 & 18 AT SHEET 7 OF 54. 4 $ 1t .q Ell PANEL MAX. D.L.O.; LYP XXX" TICAL Et_ VATION - 31-1/2" X 74-t/4" s TESTED UNIT a R 1 4. a, oq •q 3/0 X 6/8 4/0 X 6/8 n 43-1/2" X 74-1/4" DOORS GLAZED WITH LAMINATED GLASS RATED FOR r $ s XXXX or RP�-XXXX or LP-X%XX or RP-XxXX-LP 3/0 X 8/0 a 31-1/2" X 901/4" LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. d P,EPROVED COHFIGURATIONS 4/0 X 8/0 43-tj2" X 90'1 j4" -3 $ WITH & L(ZHOUT POCKETS [�LAR�GE NATED GLASS DP CAPLCITY - PSY (2 1/4" 9'} 'DP CAPACITY - pSF(3" BILL) _ X (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) MISSILE IMPACT „ g NaM6LlL OaOR S12ES CLA33 TYPE 'A' GLASS'GYPS 'B' GLASS TYPE 'A' GLAS5 TYP$'B' � { BLA.fl vtNY4-(`7 BULB*M-@ WIDTH HEIGHT _ EXT. (+) TNT. (-) EXT• (+) INT, (-} R06>T1C1'RGv18PD # 3/1E'HEAT STREN'D GLASS 3/780 HEAT STREN'D GLASS _ FT, . FT-/Mt. EXT.(3) INT.(-} EXi.{+) INT. (-) conup}Yfaswh dwFlonds 9 0 8/0(20R) e8dfo�0oaT 090 Pve mtarloyr 090 PJB NTEinAYER 8/0 56.7 6810 56.7 68.0 68.0 68.0 68.0 aft A tto 1 iT s m :.. Saw CP-Sonsx k SoRax HP Dupont Butocit•or (W/ I STEEL) � SOLUTLA,Inc.or (L r)DuPont-Sentq*om Lq: DuPont Butocito try•E.I. F �•I,DuPont DaWr aura&Ca,lnc. 6/0(20R} B/0 i6,7 P.D. 56.7 8810 68.0 68.0 68.0 88.0 Y �� t '!r _ DuPont D•N•moura h Co-Inc. • • • (r) r} Abmil ado Pioduq Cam» ,��CJ,.• Z 3/78"HEAT STREN'D GLASS?m 3/16'HEAT STREWD GLASS8TH-) • • • • u.•ir �o SSILICONEILICONE 12/5(3QR) 8/0 58.7 .:&Q.'.5C7 08.0• • - 68.0 68.0 r; iv 0 P IN :�o WW CORWRG 899 'cep DOW CORNING 666 .', (WJ 1 STEEL} • • •• ••• •• J ♦< W 1�"_o cti 12/0 (30R) 8/0 58 7 8&0 56. 8.(!' CB.O � $8.0 }8810 r)88.0 2 STELL) x Cct 6/0• si,3a3• 6aji 5� • 60o ea.o soo saa &#.o � (w/ 1 STEFL) • • �5a R R 1B/a(Ai} 8 J0•• 5;3 •6g�0• 53. •8810• 6810 68.0 BBA 68.0 " On v A CI TYPE .A+ aT wRS TYPtr (W/ 2 STEEL) • •• • • • t 0.090`SGP lotnirtote G A7ING DETAILS (r) 2dr/3dr DOORS MEET 776.7 & 078.6 DP w 'oupon yyj • Yui�a 1 I' Min. 1/4' TAPCON or APPROVED EOUAL BY EOR TYPICAL ANCHORS IN PAIRS METAL V/1 3/4'MIN EMBED.INTO 3:2 Kal Cone. Edge Dist, a 6'FROM CORNERS 6 SEE ELEVATION AT SEE��'F01T SPACING tt SE£&LEV.FOR SPACING STRUCTURE SHEET 8 OF 14 FOR MAX.SPACING. "•„•� - y 1 S//4' ! .d'� a'e 4 ,4 '� - 1 3/4" " 4. 4.a.• :. Ix � N 'O D Z vM v d •'d ( MBED) d d` ION.E I 4 a V •,! .�5 1/4 MAX. a A b GAP I BY P,T. ¢7o Z q t•� WWI)BUCK 1 I t8 TYPICAL ANCHORS IN PARS uerA�.52RLIta1r ATteCtAt pETAt1�g a F•, C7 A p Qi f I SEE ELEV. FOR SPACING t1.ALL STEEL IN CONTACT WITH �� E� Z pppf 15 28Y Wood puck Subalrota ALUM.TO SE PAINTED OR PLATED. G I CLEAR SILICONEBUDING ICEP Wood Strvctwm s 5G 2.METAL STRUCTURES: Specific Orovit a 53 min. TYPICAL ANCHORS BI PAIRS A)STEQ:Fy a JB KSI MMJ. ti (y) SEE M.FOR SPACING (STEEL.12 GA.AIN.THICK a 0.103') a . �"•`��,�. j- -"'� 8)ALUMINUM :8063-TB MW. .� { t I I I 4 (ALUM.0.078'MRf.THICK) ! MUM!-DARE COUNtt - I I ( � sEERSEPAMRAttE ND4 ® U i I i 7%-LANINATED GLASS N,�1 ,• I VV94 ( I ! NOTES: t) REFER TO SHEET 8 OF 14 1 i I FOR GLAZING OPTIONS AND DP CHARTS. y I 1 2) REFER TO SHEETS TO & 77 OF 14 WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON IND. W FOR HORIZONTAL CROSS-SECTION DETAILS. ((`MUSTSUPPORT LOADS IMPOSED pY GLAZINO SYSTEM AND f>7 3) REFER TO SHEET 8 OF 14 { wFi} FOR MAX. ANCHOR SPACINGS. (((TRANSFER THEM TO THE BUILDING STRUCTURE. ' I x J=AL ANCHOR: SEE ELIEV. AT SHEET 8 FOR SPACING $ $ 1 I W f ANCHOR TYPE CHART IN CONIC. or ONRY miOf n. ; o I + << MCHOR OpTwm aw-ML ru®Imbe Baro u�t.conareu ? I I N I 1 {t I I a w W oLJ ELCO ULTR .. Vi N PRODUCT REVISED A2. Kai as wmplya*w"thu Ffndo BUUXx /" • iii 47 - 1 3/4` 4" 3.2 Kai r "w W lstdldtoy Ctxlan fKADEX - 3/16 1 3/4" 3' J.2 Kai n +s • I { to N Aoxytanco Na !A..+ 0L ANCHOR TYPE CHART IN 2R MOOD BUCK in. I ( { 'AI»iFRED WITH R "'_ G�✓ aIOR omoN6 HEAD-NRL JAMB nnb.dmea sere DWt.2x so Ni I I I g CLEAR SILICONE Ui IYdd6G1 D ELCD ULTRACOH 1/4" 1/4• 1 1/4" FULL LENGTH W BUIWEX 1/4" 1/4' 1 1/4` t' .ss SC OF UNIT SILL vt 1 i ( S.M.S.(Into 2X) /12 lit 1 1/4' 1' I I 19 I I t/4" DRIt�FI, %� o ��H�} I I I INTO METAL STRUCTURES 1 B } I O I le STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) I s 2 I I O N ���pteenr+r Js . I ALtMItN�M : t/s"THK, MIN. (8083-TS MIND + B • JTEFJ I11 CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED �'S I PERt• i 2t i 0 SMS ) O;✓•••.. CAULKING • i •IQiq AfP•ROVE0 MULLIONS (NO SHIM SPACE) . 3P1 M E= DISTANCE �i �y O a n W tf/ �r W d ht � 4 a (1/4")INTO CONCRETE AND MASONRY a f"ABN. (ELCO ULTRACON) •'' *261 �,.;�; •�. .,•r;• + 4• " n a (1/4') 1Nt0 CONCRETE AMD MASONRY a 4" MIN. (I1W BUILDE%) .a a ,.^... .:, ,�.,•C `'sy-�-' r, • ••• (/ • 3"MIN. (ITW SUILOEX) r y J' A ••• • 3 1 INTO CONCRETE AND MASONRY e , (MRN.�118ED;) A;. . -1/4' TAPCON or,APPROVED IMAM,BY EOR „.� •ANCNQtS • INTO�(OQD VRIICTURE oa t"MIN. ` a ' iy'ROM 3/4'MIN, L SERE£LEVaT]2 X"I Bi�IE%6, •• 2• �i •• • INTO•MEyd.^STRUCTURE m 3(4` MIN. I�4j'f •� ` .a '.d p. •�.•., v >. TYPICAL ANCHORS IN PAIRS 8 ty'14 T-fDt MAIL SPAC7TKi • •• • •• •• • . SEE M.FOR SPACING. CORNERS AND INSTALLATION SCREWS AT SILL 4 ,:.. SEALED 14I H WNRE/ALUMINUM COLORED SEALANT. I I ••• • • • • ••• • • ..TIM r �C< ;f �"�"} s$ ,ff' �' r • ;1• i s3•Tu ��1, t3�zz� '�* �';^r a X�,�... *g -r "� '. .� :r .�.....: ,..."r. .. r r.. r, k •f is x., ..,�,..�; a, _._. ,A __,... ., .:: _. ..:.: :... ... ':: -.?, ...�' .�-:. .,.„t�`"%'fir"•,:::- r,....,. :... .,.^ � .-,g:.. ..4.x -. �. -n .� ,B"=.•.. ,^k«., :}°.-ee .,>. r.: s,, r:6.�<.. v;,, ". "-� �, W�-,.. w,>�5''.. ..� .:.:. :.::. ._ ;,a._;Y' ..*7 .,-... .. :... ., '%.:M57y C` .r#"t,;:'Cyk't E: yam..>,. -•P' '•s Y r... y - .-*.,...,.�nh�r"' '•,�wa�., .'?s:.xAS ....�,,_. .e.. .' '.'�>A�w:..ka,�+'°,:� "� .€3r�r`.,r°�_,.... ; r ic'r�'. -.r.: •a Aa �;c-. � �., s:; �, - e3m;:.- a a •• •• • ••• ? � 1`4:•`fi ' n tT,� • • • •• •• • "a'� w t �..��� 5 �'" -z )„w.� � ,.�,,�^*.�,s�a`���a ' • • • ••• • • • � x k �` x•x� - -fir s'L x • r� �L��*���r� r Ua�a ���� �"r`'� r WOOD MUST USA NOT 2S D LO D4 IND. MIST SUSTAIN lNPOSED LOADS -- • ••• • • •1/4"EAP .� • • • •• • •• CLEAR SILICONE ADHESIVE• • •• • • • • • • i i' DD1NG CDNPDUNO • • • • • • • '!• to t 33 • • ••• ••• • • • 73 7/1d'-N.S..LAMINATED GLASS • ••• • I i"• OI I ;. rn Fe_SILICOf1E ADHESIVE • ••• • • • • •• • 012 X 2'F+L/Fm.&ms, V/ 2 2 z> y >, b. �.. I : : 7 • • •• • 13 • 1 1/4'NIM,EMBED,INTO 2X 2 STEEL BARS REOD. Old Z k •C • --P.T.WOOD BUCK(SEE SHEET 04 SIZES AS USTEO IN OP o o r-1 to •• • • • • _.,, FOR FASTENER NOTES AND y ,.• • • • • ••0 •• ELEVATION AT SHEET 0 8 FOR CHART MJ PRESSURES FOR FASTENER SPACING> SHOWN 6N SHEET 8 OF 14to 2X L .A 29 8 a. 04 ,- 17 2a 04m to r C..3 SCREEN DDDR PANEL SCREEN DOOR PANEL __.... F T >r Ky k.�r'`+ 7 STEEL BAR REDO. ON O yti u� f(X'TIONAU (OPTIONAL? D d O y t !. may,-.y.��'4- S12ES AS LISTED IN DP .4 # t .+�:wri• CHART W//PRESSURES O Oa' t1M p tz` I 3 EXTERIOR ' �%.„'`•..:+?),`•.,- SHOWN SHEET 8 OF 14 AJ ly . - EXTERIOR GRADE 1� EMBEO.) DpOR WIDTN(142 1/2') PERIMETER CAULKING 1 3D/3T — XXX cwr+-EMMD.) NOTES: 1) REFER TO SHEET 8 OF 14 FOR GLAZING OPTIONS ANO DP CHARTS, 2) REFER TO SHEET 9 OF 14 FOR VERTfCAL CROSS-SECTION DETAR.S. g u WOOD V"S NOT BY LAWSON IND. 3) REFER TO SHEET 9 OF 14 MUST SUSTAIN DIPOSED LOADS FOR TYP7 AL ANCHORS AND NOTES. 6C` C s C 4) REFER TO SHEET B OF 14 `"�"_.`; ° �> •- 7/16'-FLS.LAMINATED GLASS a FOR MAX ANCHOR SPACINGS. ...._.._. �.� 29 CLEAIR�S C IE DSIVE ' •. � 1' d S gg 8 T t3 4' 7R 35 �. ti. '•12 X 2•FN,/PH:,-SAHs:W/ 1 1/4'Hit.EMBER INTO 2X 4E ' P.T.WOOD BUCK(SEE SHEET 09 ¢$ x I FOR FASTENER NOTES AND •( ,`�� ELEVATION AT SHEET 0 B FOR 0 $ FOR FASTENER SPACING) o x •M' 78 2X .T, ,ea e. dal s m 18 -` IIpItW REVISED a [riM��wNh UmPbT1d• Ois 17 1 02 __ r —.-..-- + Y n.. ..z71em�1Tl iutY Lroaro ' '° pSQ` e • "! 3 SCREEN D6M PANEL— ____�' r •� T C2 (OPTIONAL) D EXTERIOR 7 < H 5.T•..�s rr; � �� 3/4 EXTERIOR GRADE •.'••I'� ) y`�- •,�ti1••••.•• • PERIMETER CAULKIIM WIDTH(96'> (IIIN.LMKD.) a 7104 T.7 2D/2T — XX a` «s ..- w1y" .,. �..e'�.^Ut;• -:».s.0 .w -. q e a+.'s�a' ...«<k. v., R. M �,. +` ., �'r ��-' �F.,...-. `S`4 :�y�'xw �u ufi` •« t*�-z,r:�. �..�. ,. _ .: _..�`s�-`-�rs�`�� �e :c�. .<r .�^�'.,, ,., .- --�.,z.:�.:,:��.<w`.�'"--,�.� .. ,.,. r.=i�.u._...,<.� y_r�.� __�.•. �...�.�,,,.:<; < ...... .. .....", �`� ".: DOOR SUCK WIDTH(189 3/4') Wit All #12 X 1 3/4'F.H/Pflf. 1/4" MAX. W/PI,T!/4'MIN.x"FHKL INTO ex WOOD —SHIM SEE CPT ONAL INSTALLATION WALLS • 0 I ZE GEEI�Zl'l C) DETAIL NOTES S AT SHEET 12(IF 14 IDI A, 1/4' TAPCON APPROVED EOUAL By COR ET I OF T 14. HIN,EMBED.INTO 32 K*1 Cw., NOTE: I V4�CORNERS&SEE ELEVATION AT CLEAR SILICONE ADHESIVE STEEL BARS REGO.AS SHEET OF 14 FOR MAX.SPACING. 3i BEDDING co"UND __7 gE.D.IN �S S'=. e 13SHEET 8 OF 14 Is (EOCE DIST.) .02 a 4 7 ---------------------------------------- CEM-MICOW-AVRESPA------ -------- ------ DEDDING COmPGUNq 7 co 7 Is 17 04 Eli ..... ----------- I----------- vj rill --- ---------- EES OPTKINAL mm 6) EXTERIOR GRADE EXTERIOR POCKET DEPTH PERIMETER CAULKING TEST DOOR WIDTH(190 5/8.) 4D/3T XXXXP NOTES: I) REFER TO SHEET a OF 14 • TYPICAL ANCHORS IN PARS TYMML ANCHORS IN PAIRS FOR GLA21NG OPTK)NS AND Dp CHARTS, SEE ELEV.FOR SPACING 1/ 2) REFER TO SHEET 9 OF 14 SEE ELEV.FOR SPACING 4" MAX. FOR VERTICAL CROSS-SECT" DETAILS. 1/4" MAX. SHIM 3) REFER TO SHEET 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. SHIM 4) REFER TO SHEET a OF 14 pp FOR MAX. ANCHOR SPACINGS, .9 7 06 so 4c tj�� NOTE: ........... 00 AZ ALL STEEL IN Ptg&ACT WITH 00 L • • 28 Z'j A BE OR PLATED. METAL 5T!UCTIfl5i STRUCTURE ASNEEL S!MIN. (STEEL 12 GA. MIN.THICK - GAGS") <= __j PRODUCT REVISED r1lor- 0 5 MIN, 6)ALUMINUM 6063-T 0 t A (ALUM. 0.078'MIN,THICK) wmpIyb*,vjjh e—It ro _*-qadw'C'& 00 0 0 4�A_fL------ - 1"4111 1 (WW.fNem) "40 -LIT wc.Br h4 P, C.M.4 6, A, w SG"200 BILL OF MATERIALS — 2 do 3 TRACK FRAME _ f 3/4" MIN. �..� ITEM / PART + QTY. DESCRIPTION RRHARES -EMBED. 1 L-9211 1 2 TRACK FRAME HEAD 6063-T6 ALUMINUM I OR ANCHOR TYPES SEE c + NOTES AT SHEETS 3, 6, & 9. 6•, e$ oG .7 r 1.2 L-9211 1 2 TRACK FRAME HEAD <Multl-S(kie) 6063-T6 ALUMINUM 2. FOR POCKET WALLS SEE GENERAL 4' INTERIOR NOTES /15 k 16 AT SHEET t OF 14. �,`. WI y vl 2 L-9206 1 2 TRACK FRAME SILL 6063-T5 ALUMINUM a Q'. q4 TYPICAL ANCHORS �^ w '� O 3 L-9212 2 2 TRACK FRAME JAMB 6063-T5 ALUMINUM AT 8"O.C. INTERIOR o 0.o 4 L-9204 1 X PANEL PANEL TOP RAIL 6063-T5 ALUMINUMv SEE ELEV. z FOR SPACING 5 L-9205 I X PANEL PANEL BOTTOM RAIL 6063-TS ALUMINUM 6 6 i t V) 6 L-9201 I PANEL LOCK STILE 6063-T6 ALUMINUM 17 7 L-9202 1 PANEL INTERIOR INTERLOCK 6063-T6 ALUMINUM t;_ 4 31 m 'a CS f 8 L-9203 1 PANEL EXTERIOR INTERLOCK 6063-T6 ALUMINUM 9 L-9207 1 PANEL ASTRAGAL 6063-T6 ALUMINUM 10 L-9209 AS REg'D. ALUMINUM GLAZING BEAD _ 6063-75 ALUMINUM ' n it L-9214 1 3 TRACK FRAME HEAD 6063-T6 ALUMINUM 31 -q 4 1 S, 12 L-9208 1 3 TRACK FRAME SILL 6063-TS ALUMINUM _ I 1 y , ^4J STEEL eAa RE ON 13 L-9213 2 3 TRACK FRAME JAMB 6063-T5 ALUMINUM SITES us TEo w/aP WPO s7 _ e �- EXTERIOR "' o , TYPICAL ANCHORS 0 ASM 14 PWS-016 AS REQ'D. BOTTOM RAIL WTST ULTRAFAB #RB6757DK d 1s- _ �4 A7 8"O.C. ® tr � - 15 PWS-009 AS REQ'D, PANEL TOP RAIL WTST .187'x.310' (7830-6001-1) SEE£LEY, w 16 PWS-003 AS REG'D. FIN SEAL WEATHERSTRIP ,terx,210' ('7820-6001-9) FOR SPACING i/4` MAX � �-•/ � K 17 VWS-004 AS REWD. BULB VINYL <FPVC) 1/4' O.D. SHIM - -a----- 1 3/4" MLN. p 18 L-9016 2 SELF ADHESIVE PILE PAD 13/16' X t 1/2' 19 HC-046 2 MVG. PANEL TANDEM ROLLER 2 X EA MVG. BOT. RAIL EMBED, EXTERIOR 0) «ql a 201 FS-003 2 ROLLER ATTACHMENT SCREW #8 X 112' F.H./PHIL, POCKET DO4R HOOK a+ 21 AR-008 2X PANEL PANEL 'C' TRACK CLIP 6063-T6 ALUMINUM ATTACHMENT DETAILS (n 22 FS-042 AS READ. 'C' TRACK ATTACHMENT SCREW #10 X V SMS F,H✓PHIL, 23 L-9018 1 X ANCHOR FIXED PANEL JAMB CLIP 6063-T5 ALUMINUMF 6IJ_a VM0 IFPVCI Cen•oa610n•TOP P1111160M 14C. FPVC Mack CoffigoundNe.r20041 24FS-011 I X CLIP FIXED PANEL CLIP SCREW #10 X_5_/8' PH/PHIL. igygGL ASTM NO. • o 25 AR-020 x INTERLOCK STEEL REINFORCEMENT 1/2' X 1 1/41 (36 KSI) D•�•+ ■'A°.IO+x 75 D4240 y SP+d(o 0�.4h 1.45 Davi q R C S 26 AR-021 ■ ASTRAGAL STEEL REINFORCEMENT 1/2' X 1 1/2' <36 KSI) Tm.ikft naa,PSI 1640 D436 • r ulemntEmnvioa% 3400 D-634 27 AR-024 x INTERLOCK STEEL REINFORCEMENT 3/8' X V (36 KSI)_ Mehb.(,,100%Eb p+dm,PSI 365.0 D434 +� 1 wav<a all n-746 k 29 HC-047 1 MOIRTISE LOCK HARDWARE W/ HANDLES & KEEPER N g • PYMN: ua•Ne,7247.76 �I A 29 x t x Panel 7/16' Laminated H.S. Glass - See Glazing BetaNs PRYSIGL ASra1No. s 30 L-9022 ■ ASTRAGAL PANEL SILL CLIP _. 13uonuarHmN••A'.Iuex 1545 n•UWM i7 a 6063-T5 ALUMINUM 0*+�+a i Tq*.4s..&NPS[ 1W D434 1 31 L-9215 I POCKET JAMB HOOK 6063-•T6 ALUMINUM um.W BI n�bm% 325.0 0436 y 32 SM-5731 x NEUTRAL CURE SILICONE Schnee-Morehead 5731 hwaaa.Q�10o%na4.to•PSI 765.0 D•s4e ,g 0.�6�. •moo n746 ^kr�� � �� ��,�, � �, �t Z g 33 DC-899 AS REQ'D, NEUTRAL CURE SILICONE � DowCorning 899� 34 x x NEUTRAL CURE SILICONE Tremco Spectrem 2 35 HC-045 2 NYLON PLUG ( .480' HOLE ) RIGID PVC • ••• • • • • •• L +`' •M Ir: r� 36 HC-043 2X PANEL NYLON TOP GUIDE RIGID PVC • • •• • • • • • rs s 0$• r"', •• • • • • ••• • " �� �' L� °o 37 FS-005 AS REVD. FRAME ASSEMBLY SCREWS #8 X 1/2' P.H. PHILLIPS • • • • • • • • � `O: •• •• • • • •• � fi :3 of J` 38 FS-013 AS REQ'D, PANEL ASSEMBLY SCREWS #10 X 1' P.H. PHILLIPS_ < - off.d`4n r 39 FS-014 AS READ. INSTALLATION SCREWS #12 X 1 3/4' FAWPHIL. i F<4)DUCI RDVtSBD - x `." ift * O '�►••,. 40 PL 754020 AS REOT. GLAZING SETTING BLOCK SOFT PVC 1/8, x 1/8' x 2iL, • ascocyoiyn wi4LffiaFierida � 41 x - SCREEN PANEL x • •A ttA1 • �+�+L. � ee0 ,�r'� 42 SM-5504 AS REGID, JOINT SEALANT Schnee-Morehead 5504 •• • • • • .. ��lrFtt 4+��4n�" & 43 x at PERIMETER CAULKING OSI PMYSEA14SEAL •• Mrrsl oieProdaaCQp � ••• 44 x 1 JPRODUCTLADEL ■ f zz tr.<: ,..e .. .. .... :a':.. _....a .. ;ro.-,.. .b..: :z.:'.s-:. "� +9.. § ..,. 7 .... S u,= "k :.wF." .�'"btcs': as •.�. �ki,.FACs,..ak-.w#:.�'�,k.e.ki... .gzk3,fi�•�: Sf3:.._r-u 4<.." ,�,.i.h:._......_..>_..�...'9w , .:v_..........x.s�'s::rR.r.�1.�.Y_`... ..1...a. .. x..Yf(F..G...n'�l��:a„t+�'�,".:sa`...,..,b.x..,. ,:...a.a..'d' a x.....�2i.W..-:s�. .,�' e�,c,�4.oh.$ n.'y�,i.4...,., _4., a..v,t ..,«nak..a.,,Y.,'v��.s,"�R«3.I.;#�..'N'.."N�<„..�h.Y<.'kcSKgiskp:•. 'o .. . ' sY i'. .062 1,000 _?L1 .062 .376 h A 3 a FRAME HEAD 1 3.500 o O .062 1.21$ a A n 1.000 34� w � Tz1.50D TWO TRACKHEAD 1.594- ago s3s V` $ tp A7 SHEETS 8, &9. 1 k MULTI-SLIDE FRAME HEAD � FRAME JAMB J TOP CORNER .090 �-52 1.687 FRAME TOP BORNE P_ 1. .094 2.250 1.132 3a < 062 1.750 .062t.590 TWO TRACK FRAME Q ' .m x f�. 150 C •a� 4,154 Q i!619- FRAME SILL Q p x .890 INTER{OR INTERIACK P C"t 062 Y 1.241 '1 2.0002.798 " 2.039 1.590 x ; S • ' 062 062 1.132 . $ � 890 .094 PANEL BOTTOM ORN ft � ..,., + • R Q t.t97 � 1.687 O • PANEL TOP RAIL PANEL BOTTOM RAIL EXTERIOR INTERLOCK q J 2.$8S .$44 2.280 F, J-.094 II .094 z z I;RA� B07T,_., 011 CORN,�R � �t 838 1.044 � r • 062 1 1.617 .710 4 .616 °!411114/ z 1.842 - ••• ••i i • ' • • •• °`°°,t'r !d, 1 rrrr F" GLASS STOP 1D O • • •• • • • • • �� a dbc ,...... ��'♦,' ' LOCK STELE • •• • • • • ••• ♦ � � � 1.655 ® • • • • • • • • �� •Q:, ?�+ Mi LL iF3 531 .580 ASTRAGAL STILE •• ••• •. •_• • •• .624 soo ftFlori4 p: ,r # mftscalk .875 3.000 • ••• •Aa .0'70. f-, L � • • • .f � p 1:250 125-T- 25 -i J • • • • ` i • z p �r �� •� • • • • ' qi�� to 124 •• • • • • tntsi FIXED PANEL CLIP ASTRAGAL RETAINER •• • .• • ••• • r .� ` 6 ' S1tk. RISER z rx �� � � � °' �� �, � • • • � �•� � • • ��,=f``rte �c � � r� �������� � - .a�+%Y :*4�' .:.- :" ;�. ... :. � ..: �._ -:�.<_u v._ .<.•.. ...-k-3:. :%.,_:.gym: '� ',..: , ,-� ..x,.x� ..:a:,. sr_�,- + >.. .�. .. ?..,. .> ... _...,... s.. r> -�. .c.ax< .X�.-..- � .-. .�,-'Y<•'s; ...... .. .-_ 'v'n -�..,._ z :tom Fes: ':. - .. WT 5.244 070 1.000 1.594 n y a S .0864— FRAME 086 FRAME HEAD co !k �T � I .062 2.250 5 T- 00 5.748 00 FRAME TOP CORNER � `'. FRAME SILL 12 a Q .500 a 1.000 THREE TRACK FRAME a A 1.250 o .062 INTERLOCK REINFORCING 11,1 U) " 376 1111 500 5.094 1.218 S R I 1.500 • � N a ,.. ASTRAGAL REINFORCING x 4 c - � ]! .688 .376 ., 8 z f m t-"- FRAME JAMB 1.250 r ,t77 `"` `• r "` Fu ham," �s' n, "' ' 500 'W 0 37 z $ pprnrryb INTERLOCK REINFORCING a • ••• � • • • • ��� xi�'F"� "`"� ��` €c��- � �e�e� �,....... J1iy�yi • •• • • • • ••• •• T �� fBAME BOTTOM GARNER t� • • • • • • • • t i n 527 •• ••• e• • • ••• x i , N O 2.094 L � r e; gyp¢ "' „-' •'r.-. •� y £•L � ' J fG Y:k Y! T /Q1•}z! .100 . ., ;�. f �•. •e s • • °oaxWh`I�wiWtlaFbti9• .' .953 .670 �`x;� � `� s' 4 • • • �No y0�p ©IF+• x, ��'"s� �,y � T_ yy77 Pock•t V Hook "C"CLIP •.• • • • • :: `'"` Nl1,. F . • � � � aim,;�,. :P�^� R ri ml rIt r, u a • sem;."aas �- • • • ••• • • • v2�� � g< s� � � �� ��� ��� < ��, , � ••• • • • ••• • ^'� �1� `;t�#� x3�.:' rte"' �; �, i • .k >, �"'1�.�'� s T.:',�,✓:x�"`...q. . - �&. � �::5�wkrt F�:`,`. t,�'y "''a .v�" X�'"', r k � 3.e�.�r¢ a" Fr77-F--- • • ... _. ... i§f;;/a" MAX. r7 13" MAX. 1Yp. DOOR W1DTN -` CLUSTER OF to i..i •k. * AT HEAD/SILL 4 ANCHORS _ 6" MAX, TYP. - AT STILE ENDS O A2 ••• : • •• • •• 6" HEAD/SILL CORNERS • • • ••s • • • •1• • • • • Na v 0 E •• • • • • ••• •. A �J p k 4.W ,,ZqC OXXO I 7/16"OvfRAu uL1.cuss 01 C2 a a V3 o OXO rnorna- APPROVEDED CONP .LlB?�TIQL 1 (FOR PANEL STACK COWIGURATIONS SEE SHEET 1.) N N a v g a � o q 70 g3I sTEfL D,NFORCntc O a BULB VOM-@ AS RfO 3/36'HEAT STREWD GLASSX o CQ CQ 090 PVS INTERLAYER 82 X n OUPONT BUTACIIE by: r f-4 G: w Em I.DuPont D•Neoure h Co Inc. 3/16'HEAT STREN'O GLASS ..; SCHNEE-1/OREHEAD 6737 I.:;,a r' � SO" MAX. D.L. OPG. 5 REFER TO SHEETS 8 & 7 OF 14 A 44 3 4" et)giC S w D.Z Co SMPECTRVM 2 ' �r PANEL WIDTH 54 " MAX FOR TYPICAL CROSS-SECTION DETAILS. 8 >f uT �c � 2)REFER TO SHEETS 6 OF 14 r i" PANEL WIDTH FOR TYPICAL ANCHORS AND NOTE& m r o ' �aa 4 DOOR - TWO IRAQ 'T � � a OXXO" TYPICAL ELEVATION LAMINATED GLASS �;� TESTED UNIT LARGE MISSILE IMPACT � � ;.,� � GLABS TYPE 'B' DOORS GLAZED WITH LAMINATED GLASS RATED FOR DESIGN LOAD CAPACITY - PSF LARGE MISSILE RiPACT AND REQUIRE NO SHUTTERS. q GLASS TYPES 'A' OR 'B' 8 BULB VINYL--@ PANEL WpI}{ STANDARD 5ILL 2-IJ4" RISER 9" RISER $ z 3/16"HEAT STREN'O CLASS NOMINAL 009R HEIGHT . i 090 INTERLAYER FT./Nd. FT./IN. EXT. (+) INT. (-) EXT. (+) iNT. (-) EXT. (+) INT. (-} • y 1 a DuPont-SentryGJa•s by: EA, s •41 (k z DuPont D•Nameurs k Co.,Inc. 2/6 40,7 60.0 56.7 60.0 60.0 60.0 m 3/18'HEAT STREN'O GLASS 3 0 1'RUDUCTREVISBD 066111ET z_ / 40.7 60.0 56.7 60.0 60.0 60,0 N @re SC6MiEE MOI2EHEN7$77/ 3/8 6 8 40.7 60.0 56.7 60.0 60,0 60.0 B dld�K itb the t JoriJs O O s•'�...:.. s a c0 DOW CORNING 899 4 0 / IN e� TREIICO SPECTRUM 2 / 40.7 80.0 58,7 80.0 80.0 80.0 I G. I 40 4/6 40.7 60.0 56.7 Bob 60.0 80.0 07 vo a � p 4/11 40.7 60.0 56.7 80.0 60.0 80.0 2/6 40.7 fi0.0 56.7 60.0 89.0 80.0 PANEL MAX. D. O.: 3/0 X 6/8 = 32-3/4" X 74-3/4" 3/0 8/O 40.7 60.0 5fi.7 60.0 60.0 60.6 4/0 X 6/8 - 44-3/4" X 74-3/4" GLA53 TSE A 3/6 40.7 60.0 56,7 60.0 60.0 60.0 4/11 X 6/8 =55-3/4" X 74-3/4" rri ' ?SN D 4/040.7 60.0 56.7 69.0 60.0 60,0 3/0 X 8/0 = 32-3/4" X 90-3/4" , Y, 4/0 X 8/0 = 44-3/4" X 90-3/4" a �� 34 'n , w. r • a • •• •• • r = 4.., • IlES[GN IgAD CAPACITY PSF (STD. 2 1/4" SILL) w • • • • • NOMMlAI DOOR SIZESGLASS • • ••• • • w • 0041 98 3/8" MAX, WIDTH HEIGHT TVP$ A' CLASS TYPE '$' CLASS TYPE 'C' GLASS TYPE 'D' DOOR WIDTH f7.f FT,/IN. £xT. (+) INT. (-) EXr. (+j INT, (-) EXT. (+j INT. (-) EXT. (+) MIT. (-) -- i 5/0 13 1/4' MAX. CLUSTER OF 6/8 56.7 95.0 56.7 65.0 • • Anchors uwro 00 TVP. AT snLE S o (NO STEEL) 56.7 65.0 56.7 75.4• •• • Anchors ews to e•esed • • • b W2'0t.of io•rs HEAD/SILL 6" MAX. TVP. y 6/0 BJ8 56.7 95.0 56.7 • • • •wlh oust tna 60"4n rn. /- $ (NO STEEL) 65.0 -56.7 85,0 56.7 7!0 ••• + • A � 6" HEAD/BILI y�a • ••• • f"} 1 CORNERS p/O z 8/0 Ce o (WITH STEEL) eJe 56.7 85.0 56.7 70.0 58:7 78.8 56.7 68.8 F8/0 e• • • •• ••• •• H STEEL) 8/0 56.7 65.0 56.7 65.0 X • • • • • • . • ggqRppp q • •• •• •• 7/16' LAM. GLASS • • • • • • • • C9 DESIGN LOAD CAPACITY - PSF {WITH 8"SILL RISER) ••-- • • • • •• NOMINAL, DOOR SIZES GLASS TYPE 'A' CLASS TYPE 'B' GLASS TYPE 'G' GLASS TYPE WIDTH HEIGHT ,�� %i \ � .9 5/a` M. . (+) INT. (-) Ex;. (+) INT, (-} EXT.(+} xrr. (-) EXT. (+) riot. (-) u /� 6J8 76.7 55.0 85.0 65.0 76.7 (t411 STEEL) 85.0 75,0 75.0 �r iv s x `v _ a 61a (NO °TrFt) BJ8 76.7 95.0 65.0 65,0 76,7 85.0 75.0 75 0 'rn rn 0. rn T o cti 11. - 1 /'1 0 ui ti 6 CIO 0 (M91N :TIL!} / 76.7 85.0 70.0 70.0 76.7 78 8 68.8 68 8 k C] s tt't' STEEL RERVFORCING CD rot ;t t t t) 8J0 65.0 65A 65.0 85.0 x _pp As Reno. j` • X X x +.:':.. .} -- _ SEE CHART AT LEFT O! y _ I ff '_1 F X B p' a • 1) REFER TO SHEETS 3 dt 4 OF 14 l 1 FOR TYPICAL CROSS-SECTION DETAILS. b t 4 2) REFER TO SHEETS 3 OF 14 44 3/4" MAX. y z FOR TYPICAL ANCHORS AND NOTES. D.L. OPG. 2 n C N � O 5a" MAX. 50" MAX. 0 T I MAX, O.L.O.: LAMINATED GLASS PANEL W10TH $ $ 6/0 X 6/8 = 32-3/4" X 74-3/4' PAN / LARGE MISSILE IMPACT EL WIDTH g 8/O X 8/8 44-3/4" X 74-3/4" TWO TRaru 8/O X 8/0 = 44-3/4" X XQ" TYPICAL ATIOhz W-111�� T ' • t / 90-3/4" DOORS GLAZED WITH LAMINATED CLASS RATED FOR TESTED UNIT i} p y LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. { t'•N i!*AKfb 41 iA ...auto VINYL 17 HKAr 4TKVD GLASS s 3/16'HEAT STREN'0 CLASS .3ftg•HEA?S'TREN'0 OLA5$ mu+IYN INTERLAYER 090 SAftEK HP i 144--t lwfq'ifo It ti"K.A fMNgmown&OU"Inc. Clear or Color Class Int lea PV8 5ATLEX I",SOW%4u• ""OY°r� Cteor or Color Glass hte4oyw k /t til o Ht'AT STRT.NO GLASS Ls)"5otaiio, Me. '-�"z= 5 ��� e �$ 3/16'HEAT STREN'D CLASSlie, i c 7e o� 2' m HEAT S?REWO GLASS { cM " llfititlpT 8 ' # ceatr to SILICONE 41414 iI�7-* r a r t H Nat tit A4'i"9:11 SILICONE "4, r F•r �'� �; ,�4 M I0� 5CtiNEE MOREHEAD 673! � t rg,,. � • ic+ar,� ..:.tt t ntAi :! tu DON!CONNING 689 _SCNNCE CORNING 8Ap 5 3 �s $,.......... - '`� TREMCO SPECTRUM �? DOW CORNING 899 ���'' TREMCO SPECIf TRUM 2 �g k �•• +A k 6. N s VR0DUC7R9VI56D w N► rn U C O as, wAh the Ftwk% augdefift GJaBS TTP "tA a Acwsxw*w 8. a F' ���0 gO•� i� L iPI� i!C 1 TL . S8 TYPE 'D' g rnl►11 x ' By s viww p"wt onlml 1.� ', A _' 'kms"�R'Nu `` q