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WS-12-31�Z� ill Q- I - ':5Kt0(_ N Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 /V Permit Type: BUILDING ROOFING Permit No. W v> a 2>1 Master Permit No. OWNER: Name (Fee Simple Titleholder): �)c �zc Phone #: �� `® Address: J city: "\ Ai( State: V_"'L_ Zip: _a3__)\:?6� Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: - ?a C on S-T City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: 0"N t'� zz_ Phone #: Address: 2t��%A <Er , City: Qualifier Name: Phone#: State Certification or Registration #: `Certificate of Competency #s r Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: DAddition ❑Alteration ONew Repair/Replace ODemolition Description of Work: ��c_e -�; �� E�S� �� Submittal Fee $ LWAL Permit Fee $ tVa CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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'4 I 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 inspectio whioccurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be f and a reinspection fee will be charged. Signature hA LJ Signature Owner or Agent The foregoing instrument was acknowledged before me this day of -S�S , 20 Jby ,J(A" A who is p me or who has produced As identification and who did take an oath. Contractor The foregoing instrument was acknowledged before me this day of , 20 _, by , who is personally known to me or who has produced NOTARY PUBLIC: Sign: gees Print: My Commission Expires: _ : O ins %\ ? APPROVED BY z ze — Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3115/09) identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: `` � kr�e � Q� DATE: -Y"l ADDRESS: e��a iq ko ='L 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. I 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 properly listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial._ t 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._ 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. I 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 occupancy. 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 builtbstantially improved it for sale or lease, which violates the exemption. g Initial 5. 1 understand that, as the owner - builder, I must provide direct, onsite supervision of the construction. Initial 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,57� 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. Initial s, I� V 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 V 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 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 hfta : //www.mvtioHdalicense.com /dbor /pro /cilbfiindex.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 party legally and financially responsible for the proposed construction activity at the following address: C► 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 �L day of ��! , 20 (' - B y who was personally known to me or who has e� J �o o��s 590�� .• ®�; aa1� TE �u�m nn�a Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: L— ! —� DATE: <-� A o Contractor Owner Architect Picked up 2 sets of plans and (other) t L Address: ---& F\A S'1 From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami e, Shores Village Builds ig Depa trment to fcor inue permitting process. Acknowledged by: PERMIT CLERK INITIAL: —ZAI RESUBMITTEDDATE: � L Z- -j2)2_ PERMIT CLERK INITIAL: Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 12 -31 Job Name: January 20, 2012 Page 1 of 1 Building Critique Sheet 2nd 1) Mark the product approval to show the components to be used at each opening. Plan review is not complete, when all items above are corrected, we willdo a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 MIAM BADE MIAMI -DA E COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Sheet, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) wyny.miamidade.$ov /bulidingt Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 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 BNC - 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. BNC 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'1SH- -7700 Flange" Aluminum Single Hung Window — L.MJ. APPROVAL DOCUMENT: Drawing No. L7700-0901, titled "Series -7700 Single Hung Flange Frame Impact Window ", sheets 1 through 5 of 5, dated 05/27109, prepared by Lawson Industries, Inc., signed and sealed by Thomas J. Sotos, 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 Missile Impact Resistant LIMITATIONS: Windowswitheact% ofannealed& wlitedoesnot=n plywith the Small Missile lmpactmquimment 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 fled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 09- 0706.09 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI QADi? COUNTY NOA No. 11- 0705.09 Expiration Date: December 27, 2016 Approval Date: August 18, 2011 Page I Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No L7700-0901, titled "Series -7700 Single Hung Flange Frame Impact Window ", sheets 1 through 5 of 5, dated 05/27/09, prepared by Lawson Industries, Inc., signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per.FBC, TAS 203 -94 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked —up drawings and installation diagram of aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI- 09 -2530A and HETI - 09- 2530B, dated 03/02/09, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 09-0706.09) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 along with marked —up drawings and installation diagram of aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI -08 -2003 C, HETI -08 -2004 A, HETI -08 -2060 A, HET148 -2060 B, HET"8 -2061 A, HETI -08-2061 B, HETI -08 -2062 A, HETI -084062 B, HETI- 08- 2063A, HETI- 08- 2063B, HETI -08 -2064A and HETI -08- 2064B, dated 03/15/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08- 0825.17) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202 -94 along with marked —up drawings and installation diagram of aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -2987 and FTL -2986, dated 04/03/01 and 03/27/01, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under previous NOA No. 06- 0406.08) E -1 Mai uel P re'i. P.E. Product Control xa iner NOA No. 11- 05.09 Expiration Date: December 27, 2016 Approval Date: August 18, 2011 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 01/18/10, signed and sealed by Thomas J. Sotos, P. E. 2. Glazing complies with ASTM E1300 -04. D. QUALITY ASSURANCE 1. Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 104413.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/26/10, expiring on 01/14/12. 2. Notice of Acceptance No. 10-0922.09 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont ButaciteS PVB, Interlayer" dated 12/24110, expiring on 12/11/11. 3. Notice of Acceptance No. 09- 0223.05 issued to golutia, Inc. for their "Saflex Multi- layer Glass Interlayer" dated 04/08/09, expiring on 04/08/14. F. STATEMENTS 1. Statement letter of conformance, dated June 19, 2009, signed and sealed by Thomas J. Sotos, P. E. 2. Statement letter of no financial interest, dated May 28, 2009, signed and sealed by Thomas J. Sotos, P. E. 3. Laboratory compliance letter for Test Reports No.'s HETI - 092530 A and HETI- 09- 2530B, issued by Hurricane Engineering & Testing, Inc., dated 03/02/09, all signed and sealed by Candido F. Font, P. E. 4. Laboratory compliance letter for Test Reports No.'s HETI -08 -2003 C, HETI- 08- 2004 A, HETI -08 -2060 A, HETI - 08 -2060 B, HETI- 08--2061 A, ETI -08 -2061 B, HETI -08 -2062 A, HETI -08 -2062 B, HETI -08- 2063A, HETI- 08-- 2063B, HETI --- 0$ 2064A and HETI48- 206411, issued by Hurricane Engineering & Testing, Inc., dated 03/15/08, all signed and sealed by Candido F. Font, P: E. 5. Laboratory compliance letter for Test Reports No.'s FTL -2987 and FTL -2986, issued by Fenestration Testing Laboratory, Inc., dated April 03 and March 27, 2001, all signed and sealed by Luis Antonio Figueredo, P. E. G. OTHERS 1. Notice of Acceptance No. 09- 0706.09, issued to Lawson Industries, Inc. for their Series "SH -7700 Flange" Aluminum Single Hung Window — LM.I., approved on 02/10/10 and expiring on 12/27/11. &w _Rn Mkfnue er P.E. Product Contr 1 Exa finer NOA No. - 705.09 Expiration Date: December 27, 2016 Approval Date: August 18, 2011 E -2 CG CRANE JANBS (SEE SHEET M> 6.(Mo. -TYP. O VT 4. ID MA%. ABOVE PA mr V Z �Vt 9mm RAfI� 4i WINDOW FLANGE FRAIE WIDTH 13 3V4' D.L.O. Width oLO, w zW419 = L 0;,48 1I I I a e OIL �4 1 C EXT t INT. FALSE COLONIAL 4TH' MUNTWS ARE APPLIED VI WINDOW BtA'X WIDTH V/ SILICONE AND ARE AVAILABLE AS OPTIONAL. 48" x 78" EQUAL LITE ELEVATION • INCLUDES UN -EQUAL LITE AND BADRI3 HE IV oLO, w zW419 = L 0;,48 1I I I a e E%T. t WT. FALSE COLONIAL 88.129• - -_..� WNTINS ARE APPLIED VI �� VWOpV BULK VIDTN Y/ SO.iCOE ANp ARE AVAILABLE AS OPTIONAL. WINDOW DUCK WIDTH UN-EQUAL LITE RADIUS ELEVATION UN -EQUAL LITE ELEVATION (LIMITED TO LOADS ON SHEET 4 OF 8) (LIMITED TO LOAN ON SHEET 4 OF 6) SERIES -7700 SINGLE HUNG IMPACT WINDOW — FLANGE FRAME Ll THIS WINDOW SYSTEM IS DESIGNED AND TESTED To COMPLY WITH THE REQUIREMENTS OF THE 2009 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND AM 13DO-02. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUDDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2007 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3J ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (D.C.) AND AS TABUIATED ON SHEET 4. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWINGS ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL 6.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREON (SEE SHED' /3). AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HERE(N (SEE SHEET j3). 6.) SEE SHEET 3 FOR LOCK DETAILS & OPTIONS. 7.) SEE SHEET 4 FOR DESIGN PRESSURES AND CURLS TYPES. IL) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEET & B.) EXT. & INT. FALSE COLONIAL MUNTIN3 ARE OPTIONAL & AND ARE APPIIED W/ SILICONE 10.) WOOD BUCKS DI CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS). PRIOR TO WINDOW DOTPALIATION. (SEE SHEET O2 FOR DETAIL & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2007 FRC CHAPTER 24. SECTION 11.3.3 .3. 11.) APPROVAL APPIM TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 12.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF MIAMI -DARE COUNTY APPROVED WINDOWS USING A MIAMI -DARE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY 13.) SEE SHEET (1 3 FOR MUIIION/METAL ATTACHMENT DETAILS & OPTIONS. 14.) ALL METAL./STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET SECTION 2003.84 OF THE 2007 FLORIDA BLDG. CODE. EXT. t INT. FALSE COLONIAL MARTINS ARE APPLIED VI VI SILICONE AND ARE AVAILABLE AS OPTIONAL. W04WW BOCII WIDTH • EQUAL LITE ELEVATION (LOW= TO LOADS ON SHEET 4 OF 6) O „m a Io ro y boo v z c 2 a a! `y V �q O w a O Au- a� z O �O q� 8! z '� - SILICONE ADHESIVE BEDDING CW4nMD ANIMATED GLASS INTERIOR ID EXT. GRADE CAULK 6 O 1 414 S.MS. W/ 1 I/4' MIN, EMBEDMENT INTO WOOD. CSEE ELEVATION AT SHEET it FOR MAX. FASTENER SPACING) O 114 SAL V/ 1 1/4' MIIL EMBEDMENT INTO WOOD. CSEE ELEVATION AT SHEET q FOR MAX FASTENER SPACING) OR B BY BL= EXT. GRADE CAULK — 4' MAX. SHIM TYP TED GLASS 1/4' TAPCON V/ 1 1/4' MIN. EMBEDMENT INTO CONC. ALL WOOD BUCKS ENGINEERED SEPARATELY— (SEE ELEVATION AT SHEET ril t TO BE REVIEWED BY BLDG OFFICIAL (TYPJ FOR MAX. FASTENER SPACINEJ P.T WOOD BUCK NOT BY LAWSON IND. 7 1 /B• MIN. Q MUST SUSTAIN IMPOSED LOADS FRAME FLANGE TO BE BACK - BEDDED W/ AN EXT. CJiAl1E CAtB.0 THROUGHOUT THE • CSIVE >I ; •. . t : • • . 1 4• MIN. : • •'• _ ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYPJ L THE EXPOSED EXT. PERIMETER • j; a • .. wEMBEDMENT . r d: �yY i' .' •'V a d' lie a: - SILICONE ADHESIVE BEDDING CW4nMD ANIMATED GLASS INTERIOR ID EXT. GRADE CAULK 6 O 1 414 S.MS. W/ 1 I/4' MIN, EMBEDMENT INTO WOOD. CSEE ELEVATION AT SHEET it FOR MAX. FASTENER SPACING) O 114 SAL V/ 1 1/4' MIIL EMBEDMENT INTO WOOD. CSEE ELEVATION AT SHEET q FOR MAX FASTENER SPACING) OR B BY BL= EXT. GRADE CAULK — 4' MAX. SHIM TYP TED GLASS PT. WOOD BULKS C L THE WINDOW Q FRAME FLANGE TO BE BACK - BEDDED W/ AN EXT. CJiAl1E CAtB.0 THROUGHOUT THE CSIVE _ ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYPJ L THE EXPOSED EXT. PERIMETER C nma �yY p MM,, INTERIOR y • ' • ' J/4• TAPCON W/ 1 1/4• mm q to y b e 4• Z R 19 • WHEN THE GAP BETWEEN 'PIE WINDOW FRAME AND THE BUCK OR MASONRY 13 LESS THAN 1 /B'. SHIMS ARE NOT REQUIRED. MIN EMBEDMENT INTO CMIX- y o ANCHORS NOTE• CSEE ELEVATION AT SHEET III FOR MAX FASTENER c o v c SPACING) w n q z .,.. a° o =d °a mm e EDGE DISTANCE ts ts g EXTERIOR D : e, •,` ;;, ,• At � a EXTERIOR GRAM --J PERIMETER CAIO.KING � FRA14E WIDTH WINDOW INSTeT.T.ATION NOTES* d C L THE WINDOW Q FRAME FLANGE TO BE BACK - BEDDED W/ AN EXT. CJiAl1E CAtB.0 THROUGHOUT THE _ ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYPJ L THE EXPOSED EXT. PERIMETER C OF THE WINDOW FRAME Tq BE SEALED V/ AN APPROVED EXTERIOR GRADE CAULK MM,, T BY OTHERS (TYPJ e 4• 1 R • WHEN THE GAP BETWEEN 'PIE WINDOW FRAME AND THE BUCK OR MASONRY 13 LESS THAN 1 /B'. SHIMS ARE NOT REQUIRED. ANCHORS NOTE• 1//44* TTAPCONS orBIAPPROVEEDD CUNT- FASTENERSQ INTTOCONC., WITH A MINIMUM OF 11/4' PENETRATION INTO WOOD OR COIF CREFER TO LOAD TABLES AT SHEET 4 OF 5 FOR QUANTITIES REQUIRED) PRODUCT REVISED . c..Oykm whkft FImN4 ipDDMo eY '� DDao IL O W3I e 3 KO W. C OPtlOf S OOH E-MORE 879 SCONCE- NDIEIEAO 37T 1RG¢0 SItCTBp1 e Dam- GLAZING DEPTH LAMINATED OGSS COMPOSITION - TYPE ITEM aAea Baru IA10W.Ys mamwm 1 Ve' ANNEALT:O GLASS _ r v- SATIEX/NE[PSKE gr BTU e DD90• PLASTIC NTEIRO YEq Aaa 1 V8' ANNEALED TARES 4sv LAMINATED CLASS COMPOSITION - - TYPE 3 TINA C CLAN 093CR?170N � �y y yND(A� I V V8' AINERLED GLASS _ _ _ - ^_ : S If C CM' PLASTIC INTERLATER T Aaa SLNTRTO.AS PLIM 3 V VT ANNCALCD GLASS A GLASS COMPOSITION - 4 QOI OI.III IPTION DITA6 IAYMATB I VR' MANEALED GLASS _ =x_! ■TTACI7E PVB L wow PLASTIC INICIDAYER - - S V8' AAAEALED GLASS D. Mll GIASS COMPOSITION-- TYPE RBM CLASS BS8l98I101( 0>CIAB. lAYN/G8 i VB' WAT- SIRCMGMTENCD GLASS BLRACITE PW e Daw PLAITS 3 VV HEAT -STRU GXTCRED GLASS - it 'SILICONE OP710"'. SUMEE -mmmm 4%31 4 TRCMCO SPECTWM a OGW 0.IKIS OEPTN -- INSULATED TED Glnsa PB 8 n2m am ABSCN n" OBTALL yylpyTg 1 I!R' WAY- ST(SNDHTENED GLASS •� 1 8 GSW PLASTIC N`W""M yr BUTACITE PVB 3 IIV MCAT- STRENUHTENED GtABE --'• - ar -mow" 4 V4• MmATED AIR SPAR D VB• ANIEALCD GLASS INSULATED LAMINATED POSITION TYPE 7 TRM I CIABB Baccitirnall ISFA6 lumum mmcxpm t AN VB' Nru o GLASS i e caw PLASTIC TMERLAYW A�W41 3 1/B' AMLCAItO GIAfE Bp 'SQUTw 4 VC ONVLATED ABP SPACE 5 VR• AWWAUB GLASS GLAZING DETAIL AND ppTIONS 114 S.N.S. V/ 1 1/4- MDL EMBEDMENT INTO VWD. (SEE ELEVATION AT SHEET eT 26 F®t MAX. FASTENER SPACINW Vr ART. INTERIOR 6 6 ' mI SPACC MIER= TIMM .'.�.,__ DT RY LAWSON IND051RIES. - • titJ1T ''l�' �• EXI, GRAZE 34" WIMIN 25 21 t I'{ t WI BE APPLIED BEHIND AmZ v1Nmv FRAME FLANGE BY 5 EX me DISTALLER tTTP3 ««.«.K.«.k. EXTERIOR EDT. GRATE PERIMETER CAISHD(G NOT BY (0 ��APF'UC9 OI'11ER8 C 1 JAMB <TMP3 OVEN 1CTAL LATH NAILED TO R GRADE PLYWOOD SWATHING PECVrZD IT ARCHLIM OR at LR FINISH By 016ERp LAWSON "AIR= IR. WOOD FRAME INSTALLATION DEWL• ALUNIN IN MULLION — SEE M7M=--m (ALUM. 0.078' MN. THICK) NOTE: THE LOWER PRESSURES OF SINGLE HUNG MOW OR MULL SHALL GOVERN - INTERIOR EXTERIOR LOCK LATCH AND EP) OPTIONS 1. 110TH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LACKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. -X W X WV S.D.S. SEE MLALgN APPROVALS FOR FLAT HEAD, PHILLIPS. MULLON TYPE. SIZE AND LIAX. (SEE ELEVATON AND DE586PI POE551JAE UMIG7mM$, !X' TABLES FoR QUANTITY INTERIOR NOTE: THE LOWER PRESSURES SNGLE AND FASTENER SPACING) 4. KAX. HUNG WINDOW OR MIL. SNAIL GOVERN SHIM u Z S.O.S. X 1 1/1� L 1 ELEV. FOR SPACING NOTE: 1. ALL STEM IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2 METAL STRICTURES- A) STEEL : Fy = 38 XSI LOW. (STEEL 18 CA. MB(. THICK - 604EO PERIMTER EDM001II FRAME 8) ALUMINUM : 6087 -T5 MIN. ''ENLANT EXTERIOR ® (A W. 0.078' MIN. TH") 1 MFT T STRUCTURE ATTA HM NT DET P • � � oP O b b � n� b z° p' 4§0 3 6 5 ti e yO O' a Z 0 41 -w k m b z o o 'ti O CIO, 0 0l� A .h3 ol! � U D A Mll GIASS COMPOSITION-- TYPE RBM CLASS BS8l98I101( 0>CIAB. lAYN/G8 i VB' WAT- SIRCMGMTENCD GLASS BLRACITE PW e Daw PLAITS 3 VV HEAT -STRU GXTCRED GLASS - it 'SILICONE OP710"'. SUMEE -mmmm 4%31 4 TRCMCO SPECTWM a OGW 0.IKIS OEPTN -- INSULATED TED Glnsa PB 8 n2m am ABSCN n" OBTALL yylpyTg 1 I!R' WAY- ST(SNDHTENED GLASS •� 1 8 GSW PLASTIC N`W""M yr BUTACITE PVB 3 IIV MCAT- STRENUHTENED GtABE --'• - ar -mow" 4 V4• MmATED AIR SPAR D VB• ANIEALCD GLASS INSULATED LAMINATED POSITION TYPE 7 TRM I CIABB Baccitirnall ISFA6 lumum mmcxpm t AN VB' Nru o GLASS i e caw PLASTIC TMERLAYW A�W41 3 1/B' AMLCAItO GIAfE Bp 'SQUTw 4 VC ONVLATED ABP SPACE 5 VR• AWWAUB GLASS GLAZING DETAIL AND ppTIONS 114 S.N.S. V/ 1 1/4- MDL EMBEDMENT INTO VWD. (SEE ELEVATION AT SHEET eT 26 F®t MAX. FASTENER SPACINW Vr ART. INTERIOR 6 6 ' mI SPACC MIER= TIMM .'.�.,__ DT RY LAWSON IND051RIES. - • titJ1T ''l�' �• EXI, GRAZE 34" WIMIN 25 21 t I'{ t WI BE APPLIED BEHIND AmZ v1Nmv FRAME FLANGE BY 5 EX me DISTALLER tTTP3 ««.«.K.«.k. EXTERIOR EDT. GRATE PERIMETER CAISHD(G NOT BY (0 ��APF'UC9 OI'11ER8 C 1 JAMB <TMP3 OVEN 1CTAL LATH NAILED TO R GRADE PLYWOOD SWATHING PECVrZD IT ARCHLIM OR at LR FINISH By 016ERp LAWSON "AIR= IR. WOOD FRAME INSTALLATION DEWL• ALUNIN IN MULLION — SEE M7M=--m (ALUM. 0.078' MN. THICK) NOTE: THE LOWER PRESSURES OF SINGLE HUNG MOW OR MULL SHALL GOVERN - INTERIOR EXTERIOR LOCK LATCH AND EP) OPTIONS 1. 110TH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LACKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. -X W X WV S.D.S. SEE MLALgN APPROVALS FOR FLAT HEAD, PHILLIPS. MULLON TYPE. SIZE AND LIAX. (SEE ELEVATON AND DE586PI POE551JAE UMIG7mM$, !X' TABLES FoR QUANTITY INTERIOR NOTE: THE LOWER PRESSURES SNGLE AND FASTENER SPACING) 4. KAX. HUNG WINDOW OR MIL. SNAIL GOVERN SHIM u Z S.O.S. X 1 1/1� L 1 ELEV. FOR SPACING NOTE: 1. ALL STEM IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2 METAL STRICTURES- A) STEEL : Fy = 38 XSI LOW. (STEEL 18 CA. MB(. THICK - 604EO PERIMTER EDM001II FRAME 8) ALUMINUM : 6087 -T5 MIN. ''ENLANT EXTERIOR ® (A W. 0.078' MIN. TH") 1 MFT T STRUCTURE ATTA HM NT DET P • � � oP O b b � n� b z° p' 4§0 3 6 5 ti e yO O' a Z 0 41 -w k m b z o o 'ti O CIO, 0 0l� A .h3 ol! � U D A it 'SILICONE OP710"'. SUMEE -mmmm 4%31 4 TRCMCO SPECTWM a OGW 0.IKIS OEPTN -- INSULATED TED Glnsa PB 8 n2m am ABSCN n" OBTALL yylpyTg 1 I!R' WAY- ST(SNDHTENED GLASS •� 1 8 GSW PLASTIC N`W""M yr BUTACITE PVB 3 IIV MCAT- STRENUHTENED GtABE --'• - ar -mow" 4 V4• MmATED AIR SPAR D VB• ANIEALCD GLASS INSULATED LAMINATED POSITION TYPE 7 TRM I CIABB Baccitirnall ISFA6 lumum mmcxpm t AN VB' Nru o GLASS i e caw PLASTIC TMERLAYW A�W41 3 1/B' AMLCAItO GIAfE Bp 'SQUTw 4 VC ONVLATED ABP SPACE 5 VR• AWWAUB GLASS GLAZING DETAIL AND ppTIONS 114 S.N.S. V/ 1 1/4- MDL EMBEDMENT INTO VWD. (SEE ELEVATION AT SHEET eT 26 F®t MAX. FASTENER SPACINW Vr ART. INTERIOR 6 6 ' mI SPACC MIER= TIMM .'.�.,__ DT RY LAWSON IND051RIES. - • titJ1T ''l�' �• EXI, GRAZE 34" WIMIN 25 21 t I'{ t WI BE APPLIED BEHIND AmZ v1Nmv FRAME FLANGE BY 5 EX me DISTALLER tTTP3 ««.«.K.«.k. EXTERIOR EDT. GRATE PERIMETER CAISHD(G NOT BY (0 ��APF'UC9 OI'11ER8 C 1 JAMB <TMP3 OVEN 1CTAL LATH NAILED TO R GRADE PLYWOOD SWATHING PECVrZD IT ARCHLIM OR at LR FINISH By 016ERp LAWSON "AIR= IR. WOOD FRAME INSTALLATION DEWL• ALUNIN IN MULLION — SEE M7M=--m (ALUM. 0.078' MN. THICK) NOTE: THE LOWER PRESSURES OF SINGLE HUNG MOW OR MULL SHALL GOVERN - INTERIOR EXTERIOR LOCK LATCH AND EP) OPTIONS 1. 110TH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LACKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. -X W X WV S.D.S. SEE MLALgN APPROVALS FOR FLAT HEAD, PHILLIPS. MULLON TYPE. SIZE AND LIAX. (SEE ELEVATON AND DE586PI POE551JAE UMIG7mM$, !X' TABLES FoR QUANTITY INTERIOR NOTE: THE LOWER PRESSURES SNGLE AND FASTENER SPACING) 4. KAX. HUNG WINDOW OR MIL. SNAIL GOVERN SHIM u Z S.O.S. X 1 1/1� L 1 ELEV. FOR SPACING NOTE: 1. ALL STEM IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2 METAL STRICTURES- A) STEEL : Fy = 38 XSI LOW. (STEEL 18 CA. MB(. THICK - 604EO PERIMTER EDM001II FRAME 8) ALUMINUM : 6087 -T5 MIN. ''ENLANT EXTERIOR ® (A W. 0.078' MIN. TH") 1 MFT T STRUCTURE ATTA HM NT DET P • � � oP O b b � n� b z° p' 4§0 3 6 5 ti e yO O' a Z 0 41 -w k m b z o o 'ti O CIO, 0 0l� A .h3 ol! � U D A INSULATED LAMINATED POSITION TYPE 7 TRM I CIABB Baccitirnall ISFA6 lumum mmcxpm t AN VB' Nru o GLASS i e caw PLASTIC TMERLAYW A�W41 3 1/B' AMLCAItO GIAfE Bp 'SQUTw 4 VC ONVLATED ABP SPACE 5 VR• AWWAUB GLASS GLAZING DETAIL AND ppTIONS 114 S.N.S. V/ 1 1/4- MDL EMBEDMENT INTO VWD. (SEE ELEVATION AT SHEET eT 26 F®t MAX. FASTENER SPACINW Vr ART. INTERIOR 6 6 ' mI SPACC MIER= TIMM .'.�.,__ DT RY LAWSON IND051RIES. - • titJ1T ''l�' �• EXI, GRAZE 34" WIMIN 25 21 t I'{ t WI BE APPLIED BEHIND AmZ v1Nmv FRAME FLANGE BY 5 EX me DISTALLER tTTP3 ««.«.K.«.k. EXTERIOR EDT. GRATE PERIMETER CAISHD(G NOT BY (0 ��APF'UC9 OI'11ER8 C 1 JAMB <TMP3 OVEN 1CTAL LATH NAILED TO R GRADE PLYWOOD SWATHING PECVrZD IT ARCHLIM OR at LR FINISH By 016ERp LAWSON "AIR= IR. WOOD FRAME INSTALLATION DEWL• ALUNIN IN MULLION — SEE M7M=--m (ALUM. 0.078' MN. THICK) NOTE: THE LOWER PRESSURES OF SINGLE HUNG MOW OR MULL SHALL GOVERN - INTERIOR EXTERIOR LOCK LATCH AND EP) OPTIONS 1. 110TH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LACKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. -X W X WV S.D.S. SEE MLALgN APPROVALS FOR FLAT HEAD, PHILLIPS. MULLON TYPE. SIZE AND LIAX. (SEE ELEVATON AND DE586PI POE551JAE UMIG7mM$, !X' TABLES FoR QUANTITY INTERIOR NOTE: THE LOWER PRESSURES SNGLE AND FASTENER SPACING) 4. KAX. HUNG WINDOW OR MIL. SNAIL GOVERN SHIM u Z S.O.S. X 1 1/1� L 1 ELEV. FOR SPACING NOTE: 1. ALL STEM IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2 METAL STRICTURES- A) STEEL : Fy = 38 XSI LOW. (STEEL 18 CA. MB(. THICK - 604EO PERIMTER EDM001II FRAME 8) ALUMINUM : 6087 -T5 MIN. ''ENLANT EXTERIOR ® (A W. 0.078' MIN. TH") 1 MFT T STRUCTURE ATTA HM NT DET P • � � oP O b b � n� b z° p' 4§0 3 6 5 ti e yO O' a Z 0 41 -w k m b z o o 'ti O CIO, 0 0l� A .h3 ol! � U D A GLAZING DETAIL AND ppTIONS 114 S.N.S. V/ 1 1/4- MDL EMBEDMENT INTO VWD. (SEE ELEVATION AT SHEET eT 26 F®t MAX. FASTENER SPACINW Vr ART. INTERIOR 6 6 ' mI SPACC MIER= TIMM .'.�.,__ DT RY LAWSON IND051RIES. - • titJ1T ''l�' �• EXI, GRAZE 34" WIMIN 25 21 t I'{ t WI BE APPLIED BEHIND AmZ v1Nmv FRAME FLANGE BY 5 EX me DISTALLER tTTP3 ««.«.K.«.k. EXTERIOR EDT. GRATE PERIMETER CAISHD(G NOT BY (0 ��APF'UC9 OI'11ER8 C 1 JAMB <TMP3 OVEN 1CTAL LATH NAILED TO R GRADE PLYWOOD SWATHING PECVrZD IT ARCHLIM OR at LR FINISH By 016ERp LAWSON "AIR= IR. WOOD FRAME INSTALLATION DEWL• ALUNIN IN MULLION — SEE M7M=--m (ALUM. 0.078' MN. THICK) NOTE: THE LOWER PRESSURES OF SINGLE HUNG MOW OR MULL SHALL GOVERN - INTERIOR EXTERIOR LOCK LATCH AND EP) OPTIONS 1. 110TH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LACKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. -X W X WV S.D.S. SEE MLALgN APPROVALS FOR FLAT HEAD, PHILLIPS. MULLON TYPE. SIZE AND LIAX. (SEE ELEVATON AND DE586PI POE551JAE UMIG7mM$, !X' TABLES FoR QUANTITY INTERIOR NOTE: THE LOWER PRESSURES SNGLE AND FASTENER SPACING) 4. KAX. HUNG WINDOW OR MIL. SNAIL GOVERN SHIM u Z S.O.S. X 1 1/1� L 1 ELEV. FOR SPACING NOTE: 1. ALL STEM IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2 METAL STRICTURES- A) STEEL : Fy = 38 XSI LOW. (STEEL 18 CA. MB(. THICK - 604EO PERIMTER EDM001II FRAME 8) ALUMINUM : 6087 -T5 MIN. ''ENLANT EXTERIOR ® (A W. 0.078' MIN. TH") 1 MFT T STRUCTURE ATTA HM NT DET P • � � oP O b b � n� b z° p' 4§0 3 6 5 ti e yO O' a Z 0 41 -w k m b z o o 'ti O CIO, 0 0l� A .h3 ol! � U D A NOTE: 1. ALL STEM IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2 METAL STRICTURES- A) STEEL : Fy = 38 XSI LOW. (STEEL 18 CA. MB(. THICK - 604EO PERIMTER EDM001II FRAME 8) ALUMINUM : 6087 -T5 MIN. ''ENLANT EXTERIOR ® (A W. 0.078' MIN. TH") 1 MFT T STRUCTURE ATTA HM NT DET P • � � oP O b b � n� b z° p' 4§0 3 6 5 ti e yO O' a Z 0 41 -w k m b z o o 'ti O CIO, 0 0l� A .h3 ol! � U D A • � � oP O b b � n� b z° p' 4§0 3 6 5 ti e yO O' a Z 0 41 -w k m b z o o 'ti O CIO, 0 0l� A .h3 ol! � U D A ass Type Glass Type IDTH HEIGHT Anchors 4 S ).125 59 60.0 80.0 !6.5 59 60.0 60.0 37 59 60.0 60.0 80.0 42 59 60.0 80.0 48 59 60.0 80.0 1.125 59 60.0 80.0 1.125 63 60.0 80.0 !6.5 63 60.0 80.0 37 63 6 60,0 80.0 42 63 60.0 80.0 48 63 60.0 80.0 ,.125 63 -60.0 80.0 x.125 74.25 60.0 80.0 6.5 74.25 60.0 80.0 37 74.25 8 1 60.0 80.0 42 74.25 60A 80.0 .125 74.25 60.0 80.0 .125 78 60.0 80.0 6.5 E78 8 8 60.0 80.0 37 60.0 80.0 42 78 59.0 79.0 Glass Type 37 63 6 80.0 80.0 50.0 810 8DA 80.0 B 42 83 80.0 60.0 80.0 80 0 80.0 80.0 80.0 48 63 80.0 80.0 - - - 80.0 80.0 53.125 63 80.0 80.0 - - Ma - 80.0 'ii 19.125 7425 80,0 80.0 80,0 80.0 80,0 8110 80.0 28,6 74.25 80.0 840 60.0 80.0 80.0 810 37 74.28 ® 8a0 80.0 80.o 80.0 42 74.25 8 80.0 80.0 80.0 80.0 48 74.25 810 Sao - 80.0 �' j 63.125 74.25 74.0 7T.0 8.0 80.0 810 � i . 19.125 78 80.0 80.0 60.0 80.0 80.0 a79.0 80.0 28.6 78 80.0 8aD 80A 80,0 80.0 ; $ 80.0 37 78 8 80.0 80.0 80.0 APPROVED 42 78 79.0 79.0 80.0 CONFIGURATIONS � 71.0 710 - ttttttN *yla3al,,i 80.0 UN-EQUAL L i.I y •............ 80.0 O,.• 80.0 `ez ;*1_1 PKUDUCTREVlssv u. d.-, .i ✓ 80.0 a Complying �ama�rtm O O 80'.0 Dee 10 C Amq*mm No -022P 80.0 �'j i:� i':� \..� aY Z�v 80.0 80.0 79.0 APP R Pn CONWTCrIRATTnMQ _ ennAT TT �Ur t DESIGN LOAD CAPACITY (PSF) • VIEW WINDOWS W / 3H VENTS $ + /. Pressures StJ QESI GM► LOADCAPAC ?Y(PSPj- E61(/ALL1TEWd1IDOWS WINDOW Jamb Anchors Glass Type 4 Glass Type Glass Type WINDOW # Jamb GlessType one y F, IDTH HEIGHT 8 B t` GIassType GlauType GI -Type GIMTypB Gkmii e Q g 9.125 50.825 80.0 80.0 80.0 IAODIII AnChOhr 2 3 4 6 6 7 28.5 37 50.625 50.825 60.0 80.0 80.0 19.125 28 80.0 80.0 80.0 80.0 80.0 B0.0 m m y 42 50.625 8 60.0 80.0 80.0 285 37 28 80.0 80.0 8D.0 �0 80.0 80.0 80.p e 3 v a 80.0 80.0 80.0 50.625 80.0 80.0 80.0 80.0 80.0 80.0 � � 42 4 80,0 80.0 80,0 80.0 B0.0 o � s z 0 40 v 80,0 80.0 610 50.0 8a0 80.0 3.125 1 50.9 9.125 59 48 28 80.0 Sao 60.0 80.0 so 80.0 ! 2B.b 59 80.0 80.0 80.0 53.125 26 81.0 0 60.0 60.0 .0 80.0 810 3. z c 80.0 80.0 80.0 37 59 6 60.0 80.0 80.0 19.125 38.375 80.0 80.0 6Q0 8a0 S0.0 810 �y c p = C c 42 59 80.0 80.0 80.0 5 X376 811.0 8a0 8a0 8a0 8a0 80.0 = i 46 59 60.0 180.0 80.0 iI!� 37 42 38.375 38.375 4 80.0 Sao 600 80.0 mo 810 q 3.126 59 60.0 80.0 80.0 800 8{10 60.0 80,0 $1.0 9.125 83 80.0 30.0 80.0 '� 36375 80.0 Sao MG 8a0 � o 26.5 63 60.0 80.0 80.0 53.125 38.376 80.0 810 80.0 80.0 Bo.O 80.0 a 37 63 80.0 80.0 60.0 19.125 50.826 80.0 Sao 80.0 80.0 Sao Jv 42 83 63 6 60.0 80.0 80.0 •�,,:� 28.5 50.625 60.0 80.0 810 800 80.0 80.0 IS1,0 80.0 80.0 80.0 3.125 1 80.0 80.0 80.0 /,,7yj 37 50625 �.0 80.0 M() 80.0 80.0 Sao 83 6070 80.0 80.0 • : 4z w.625 B 30.0 �.o eao eo.o �.o �.o 9.125 74.25 80.0 80.0 28.5 74.25 80.0 80.0 80.0 48 50.625 80.0 60.0 60.0 80.0 Sao 810 0 37 74.25 8 80.0 80.0 80.0 80.0 53.175 50.825 80.0 80.0 �.0 80.0 Ba0 80.0 c 42 1.125 74.25 78 60.0 60.0 80.0 80.0 19,125 285 69 80.0 80.0 80.0 �.0 60.0 60.0 80.0 80.0 80.0 rn y t8.5 78 80.0 60.0 /jij 68 �•o Ba0 60.0 8a0 80.0 80.0 80.0 810 a 80.0 80.0 80.0 37 78 8 80.0 80.0 50.0 42 59 6 80.0 80.0 6a0 810 �.0 80.0 80.0 42 78 59.0 79.0 79.0 80.0 80.0 - 8D.0 I q DESIGN LOAD CA PAC(TY PSF) - VIEW WIAIDOWS W/ 4H VENTS .. 63'125 59 80.0 810 - 80.0 + / - Pressures (P�1 i 18.125 63 8110 80.0 60.0 80.0 80.0 Sao ! WINDOW Jamb GI �, s 30.0 �.0 80.0 180.0 8a0 6ao ass Type Glass Type IDTH HEIGHT Anchors 4 S ).125 59 60.0 80.0 !6.5 59 60.0 60.0 37 59 60.0 60.0 80.0 42 59 60.0 80.0 48 59 60.0 80.0 1.125 59 60.0 80.0 1.125 63 60.0 80.0 !6.5 63 60.0 80.0 37 63 6 60,0 80.0 42 63 60.0 80.0 48 63 60.0 80.0 ,.125 63 -60.0 80.0 x.125 74.25 60.0 80.0 6.5 74.25 60.0 80.0 37 74.25 8 1 60.0 80.0 42 74.25 60A 80.0 .125 74.25 60.0 80.0 .125 78 60.0 80.0 6.5 E78 8 8 60.0 80.0 37 60.0 80.0 42 78 59.0 79.0 Glass Type 37 63 6 80.0 80.0 50.0 810 8DA 80.0 B 42 83 80.0 60.0 80.0 80 0 80.0 80.0 80.0 48 63 80.0 80.0 - - - 80.0 80.0 53.125 63 80.0 80.0 - - Ma - 80.0 'ii 19.125 7425 80,0 80.0 80,0 80.0 80,0 8110 80.0 28,6 74.25 80.0 840 60.0 80.0 80.0 810 37 74.28 ® 8a0 80.0 80.o 80.0 42 74.25 8 80.0 80.0 80.0 80.0 48 74.25 810 Sao - 80.0 �' j 63.125 74.25 74.0 7T.0 8.0 80.0 810 � i . 19.125 78 80.0 80.0 60.0 80.0 80.0 a79.0 80.0 28.6 78 80.0 8aD 80A 80,0 80.0 ; $ 80.0 37 78 8 80.0 80.0 80.0 APPROVED 42 78 79.0 79.0 80.0 CONFIGURATIONS � 71.0 710 - ttttttN *yla3al,,i 80.0 UN-EQUAL L i.I y •............ 80.0 O,.• 80.0 `ez ;*1_1 PKUDUCTREVlssv u. d.-, .i ✓ 80.0 a Complying �ama�rtm O O 80'.0 Dee 10 C Amq*mm No -022P 80.0 �'j i:� i':� \..� aY Z�v 80.0 80.0 79.0 APP R Pn CONWTCrIRATTnMQ _ ennAT TT �Ur t FRAME HEAD L -770i O r 000 aba s., E691 (sons -m uvrvtur L FRAME SILL L -7702 p --� n f 8069 -76 "aam x ) FIXED MEETING RAIL L -7704 ( 0009-16 uAAx > FRAME JAMB L -770'+ - C VENT INTERLOCK RAIL I L -7 V L - EN' 77015 Of 00es-16 •wxwur) O 5 g nl�nrlr —� RAIL ( ems-16 Aunm Al I I VENT SPRING LATCH VENT JAMB RAIL GLAZING BEAD L -7539 L-7707 L- 7708 © O t ams�9e lawnsux) �= �� f 0000-00 waasx 1 aso L019 .me 1168 779 b% i 8003 -16 AWl80VY I BILL OF MATERIALS ITEM / PART f REQD. DESCRIPTION RBNIARKS i L -7801 I FIN FRAME HEAD 6063 -T6 ALUMINUM 2 L -7602 1 FIN FRAME SILL 6063 -T6 ALUMINUM 3 L -7803 2 FIN FRAME JAMB 6063 -T6 ALUMINUM 4 L -7704 I FRAME FIXED MEETING RAIL 6063 -T6 ALUMINUM 5 L -7705 1 VENT MEETING CTOP) RAIL 6063 -T6 ALUMINUM 6 L-7706 1 1 IVENT BOTTOM (LATCH) RA 6063 -T6 ALUMINUM 7 L -7707 2 VENT JAMB (SIDE? RAIL 6063 -T6 ALUMINUM B L -7708 AS REO'D. GLAZING BEAD ( 3/8' ) 6063 -T5 ALIBMR UM 9 FS -006 AS REWD. FRAME ASSEMBLY SCREWS 08 X 3/4' PH PHILLIP 10 FS -040 AS RE00. INSTALLATION SCREWS B14 X 1 I/4' F.K /PHIL. 11 L -7531 AS REWD. BULB VINYL WTS'P 1/4' DIA. BULB 43033 12 PWS -003 AS REO'D. FIN SEAL WEATHERSTRIP .187x230' 13 PWS -005 AS REO D. FIN SEAL WEATHERSTRIP .187'x.350' 14 PWS -009 AS REQ'Dj FIN SEAL WEATHERSTRIP .187•x.31(r 15 HC -024 -1 2 SELF ADHESIVE PILE PAD 1/4' X 1 1/2' i6 L -7711 AS RELY GLAZING BEAD/ INSULATED 6063 -T5 ALUMINUM 17 L -4204 AS REG D. GLAZING BEAD - RADIUS 6M-- 063 -TS ALUMINBIM 18 L -7723 ] I SASH BALANCE CAM/GUIDE C2 X VENT) 19 L -7725 2 RIGID VINYL SASH STOP (2 X FRAME) 20 L -7727 2 ISLOCK 6 TACKLE BALANCE BSI Balance Systems 21 L -7539 2 VENT LIFT LATCH 6063 -T5 ALUMINUM 22 L -7523 1X LATCH VENT LATCH SPRING STAINLESS STEEL 23 ■ AS REWIL GLAZING SILICONE SEE GLAZING 2 SHT. 3 24 x 2 Lnnlnuted Glass SEE GLAZING DETAILS 25 HC -OS? -1 2 VENT LIFT LATCH MOLDED NYLON 26 HC -058 -1 2 VENT SWEEP LATCH MOLDED NYLON 27 x 2 FRAME SILL FOAM GASKET SELF ADHESIVE 28 HC -026 -1 1 SCREEN FRAME 8 MESH 29 L -7730 PRODUCT LABEL 30 x x x 31 SN -5504 WREIrD. JOINT SEALANT SM - 5504 PERIMETER ACRYLIC CAULK DSI POLYSEAMSEAL GLAZING BEAD GLAZING BEAD L -7731 L -4204 i6 t7 ( am- ia.rwNOS I s aam-ts uasmnu r�0 m 0.0 o ° a3s 773 !rte 0 PROD= .4* to no" B816ft" ii -MM4_r i'.�� :• �: sip._. "' o 3 a m r�0 m 0.0 o ° 3�Z L0� $ism i V c e � � � S L 5 C � 1 "' o L�i:1i1L - E C i METRO DE L Ik D BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLA I E 1613 PRODUCT CONTROL DIVISION F L _ A 3 130-15153 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www. miamidade.eovtbtilldingeode.com Lawson Industries, Inc. 8501 NW 90"' Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this - acceptance, if it is determined by Miami -Dade County Product Control Division 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 KPW 4200/ 6200" Aluminum ,Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W02 -55, titled "PW- 4200/6200 Alum. Fixed Window (Impact) ", sheets 1 through 6 of 6, dated June 06, 2002 with revision "C" dated June 20, 2007, prepared by Al Farooq Corporation and dated June 27, 2007, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. 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 and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by. the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done 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 renews and revises NOA ## 06- 0117.02 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 Jaime D. Gascon, P.E. NOA No 07- 0516.02 . Expiration Date: August 22, 2012 t( Approval Date: August 02, 2007 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W02 -55, titled "PW- 4200/6200 Alum. Fixed Window (Impact) ", sheets I through 6 of 6, dated June 06, 2002 with revision "C" dated June 20, 2007, prepared by Al Farooq Corporation and dated June 27, 2007, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 03- 1774A, dated 1/30/03, signed and sealed by Raphael Droz -Seda, P.E. " Submdted under NOA# 0(-011702" 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -03 -1778, dated 1/30/03, signed and sealed by Raphael Droz -Sella, P.E. "Submitted under NOA# 06- 0117.02" 3. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -03 -1777, dated 1/30/03, signed and sealed by Raphael Droz -Seda, P.E. " Submitted under NOA# 06 -0117.02" 4. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -03 -1778, dated 1/30/03, signed and sealed by Raphael Droz -Seda, P.E. "Submitted under NOA# 06- 0117.02" 5. Test reports on 1) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -01 -1098, dated 2/11/02, signed and sealed by Hector Medina, P.E. "SubmWed under NOA# 06-0117.02" sw��- �� ' Jaime D. Gascon, P. Chief, Product Control Division NOA No 07- 0516.02 Expiration Date: August 22, 2012 Approval Date: August 02, 2007 E -1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. Test reports on 1) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -01 -1103, dated 2/12/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06- 0117.02" 7. Test reports on 1) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -01 -1102, dated 11/16/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06- 0117.02" 8. 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 a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -02 -1215, dated 4/8/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06- 0117.02" 9. Test reports on 1) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -02 -1158, dated 4/8/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06- 0117.02" 10. Test reports on 1) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, inc., Test Report No. HETI -01 -1099, dated 2/14/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06- 0117.02" 11. 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 a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -01 -1193, dated 4/8/02, signed and sealed by Hector Medina, P.E: " Suhmitted under NOA# 06-0117.02" t Jaime D. Gasco `% Chief, Product Control Division NOA No 07- 0516.02 Expiration Date: August 22, 2012 Approval Date: August 02, 2007 E -2 Lawson Industries,, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 12. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -02 -1216, dated 4/9/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06-0117 02" 13. Test reports on 1) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 01- 1103B, dated 2/18/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06- 0117.02" 14. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. BETI -01 -1195, dated 11/15/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06- 0117.02" 15. Test reports on 1) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -01 -1104, dated 2/14/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06- 0117.02" 16. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC; TAS 202 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -01 -1196, dated 11/16/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06- 0117.02" 17. Test reports on 1) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -02 -1136, dated 2/12/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06-0117.02" C. CALCULATIONS 1. Revised Anchor Verification Calculations complying w/ FBC 2004, prepared by AL- Farooq Corporation, dated 11 /11 105, signed and sealed by Humayoun Farooq, P.E Complies with ASTM E 1300 -98 and 02 2. Anchor Calculations and structural analysis, prepared by Al Farooq Corporation, dated 6/17/02, signed and sealed by Humayoun Farooq, P.E. "Submitted under NOA# 06;0117.02" Ll r Jaime D. Gfiscon, .E. Chief, Product Control Division NOA No 07 -0516.02 Expiration Date: August 22, 2012 Approval Date: August 02,2007 E -3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 1205.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Plus" dated 02/15/07, expiring on 01/14/08. 2. Notice of Acceptance No. 06 -0216.06 issued to Solutia Inc. for their "Saflex MG Clear or colored interlayer" dated May 04, 2006, expiring on May 21, 2011. 3. Notice of Acceptance No. 02- 1205.03 issued to Security Impact Glass Holdings L.L.C. for "SAF -GLAS" dated 01/02/03, expiring on 12/16/07. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated May 14, 2007, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of compliance, dated May 11, 2007, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. None E -4 V Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 07- 0516.02 Expiration Date: August 22, 2012 Approval Date: August 02, 2007 MAX. _ 12° MAX. DPrUML u ii II II II II II II II II II II II 11 ii u u II II II � ° Ii Ii li ii \ °J 70 (tudlq. >= 0 4M15IMZ W. WIDTH W. WIDTH W. WIDTH W. WIDTH - r -- - - r -- -- I I r - -- - - -� � I I ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFlW BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. am L�� .04 nI A50 P. .77 jI—� TY3 L GLAZING STOP (31e` GLASS) .850 A40 —250 MCI TTP. .773 GLAZING STOP (7/16° GLASS) a5D TYP.~I AQ8 GLAZING STOP STOP (CIRCULAR WDW.) 2b43 L281� A6T? TYP. —281 .8D8 d I- --ISOV FRAME HEAD /SILL 2643' L281 y .062 .781 TYP. zm f�- --L509 FRAME JAMB NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE. WO00 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ANCHORS ONLY. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. r W. WIDTH W. WIDTH I �I n-1 PRODu, v; r:.. ' HD "- mplyb;p; nie6 toe Florida m i.7 1 7° m y U �a xx � � n i Z MMl YQao a fame �3 z a Z F 1. awl l ?a �N z 3i m drawing no. W02 -55 ANNEALED GLASS T 5' ADHESIVE BY S.I.G. 470° POLYCARBONATE SAP —GLAS .015' ADHESIVE BY S.I.G. 1/8" ANNEALED GLASS SILICONE SCHNEE—MOREHEAD SM 5731 rDOW CORNING 899 i TREMCO SPECTRUM 2 GLASS TYPE 'A' 5118" OVERALL SILICONE SCHNEE—MOREHEAD 5731 DOW CORNING 899 TREMCO SPECTRUM 2 3/16" HEAT STR. GLASS .015' ADHESIVE BY S.I.G. .070' POLYCARBONATE SAF —GLAS .015" ADHESIVE BY S.I.G. 3/16' HEAT STR. GLOSS SILICONE i SCHNEE— MOREHEAD SM 573 �DOW CORNING 899 TREMOO SPECTRUM 2 REREAD 5731 IG 899 'CTRUM 2 ANNEALED GLASS 10 PVB INTERLAYER LUTIA SALE% /KEUW.FE 3/18' ANNEALED GLASS SILICONE SCHNEE— MOREHEAD SM 5731 DOW CORNING 899 TREMCO SPECTRUM 2 S o GLASS TYPE 'B' 7118" OVERALL SILICONE SCHNEE- MOREHEAD 5731 DOW CORNING 899 TREMCO SPECTRUM 2 3/16' HEAT STR. GLASS 080 PLASTIC INTERLAYER DUPONT SENTRY GLASS PLUS 3/116' HEAT STR. GLASS 1 I SILICONE TDOW CORNING 899 SM 8731 HEAT STR. GLASS 5" ADHESIVE BY S.I.G. 070" POLYCARSONATE 5AF -GLAS .015' ADHESIVE BY S.I.G. 1/8" HEAT STR. GLASS SILICONE SCHNEE-MOREHEAD SM 5731 f DOW CORNING 899 l TREMOO SPECTRUM 2 SILICONE SC14NEE- MOREHEAD 5731 DOW CORNING 899 TREMCO SPECTRUM 2 3/18" ANN. GLASS .090" INTERLAYER DUPONT BUTACTTE PVB `3/18' ANN. GLOSS SILICONE I r NG 899 GLASS TYPE 'El' GLASS TYPE 'E2' GLASS TYPE 'P' 716718_�T�T. 7/16" OVERALL 7/16" OVERALL GLAZING OPTIONS LARGE MISSILE IMPACT RESISTANT GLASS, SHUTTERS ARE NOT REQUIRED SEE SHEETS 3 & 4 FOR CAPACITIES HEAT STR. GLASS 190 PVB INTERLAYER GLUM SWLEX /KEEPSAFE 3/16' HEAT STR. GLASS SILICONE SCHNEE-MOREHEAD SM 5731 DOW CORNING 899 TREMOO SPECTRUM 2 GLASS TYPE 'D' 13/32" OVERALL SILICONE SM 5731 2 SILICONE SCHNEE-MOREHEAD 5731 GLAZING STOP 0 CIRCULAR WDWS. DOW CORNING 899 TREMCO SPECTRUM 2 3/16" HEAT STR. GLASS .090' INTERLAYER DUPONT BUTACIE PVB { {`'3/18' HEAT STR. GLASS SILICONE F31 I �TREM CORNING E 899 SM 5731 N U W in m d U 0& Oa L3 n z n$ wr � 1 m � m 5 MI GC, r7 a°Dp a m Z t0 s c)s�� 0 -0 GLASS TYPE 'G' 7/18" OVERALL PRODIICrRFNFWED Engr DR. HUW UN FAR000 es ao�p:•,. th rtm Florida 8 FLA. E Building t:uac 1 �y CAN. Aox Q d Z S ! I �4, I:1- / �i ConWI O Division drawing no- W02-55 sheet 2 of 6 • DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE `B' GLASS TYPE 'F' GLASS TYPE 'C' GLASS TYPE 'D' &'G' GIM TYPE 'EI' &'E2 WIDTH LENm ExT. ( +) 1NT. (-) EXT. ( +) 1NT. { -) EXL ( +) INT. (-) EXf. ( +) 1NT. (-) EXT. ( +) 1NT. (-) EXI. ( +) 1NT. ( -) 19-1/8° 65.0 65.0 68.0 68.0 684 66.0 75.0 75.0 65.0 65.0 78.0 78.0 26 -1/2' 65.0 65.0 68.0 68.0 68.0 68.0 75.0 75.0 65.0 65.0 78.0 78.0 37° 26° 65.0 65.0 68.0 6&0 68.0 68.0 75.0 75.0 65.0 65.0 78.0 78.0 48° - 65.0 65.0 68.0 88.0 684 - 68.0 75.0 75.0 65.0 65.0 78.0 78.0 53 -1 /8 65.0 65.0 68.0 68.0 68.0 68.0 75.0 75.0 65.0 65.0 78.0 78.0 19-1/8° 65.0 65.0 68.0 68.0 684 68.0 75.0 75.0 ` 65.0 65.0 784 7&0 26-1/2° 65.0 65.0 68.0 - 68.0 88.0 68.0 75.0 75.0 65.0 65.0 78.0 78.0 37' 38 -3 /B' 61.9 61.9 68.0 68.0 66.2 66.2 75.0 75.0 65.0 65.0 78.0 78.0 48' 58.7 58.7 68.0 68.0 63.8 63.8 75.0 75.0 65.0 65.0 7 8.0 784 55 --1/8 r X X X % 93.8 63.8 75.0 75.0 65.0 65.0 78.0 78.0 19 -1 /8' 65.0 65.0 88.0 68.0 68.0 66.0 754 75.0 65.0 65.0 78.0 1 78.0 25-1/2° 65.0 654 68.0 68.0 68.0 68.0 75.0 75.0 65.0 65.0 78.0 78.0 37° 50-5/8' 48.1 48.1 68.0 68.0 66.2 66.2 75.0 75.0 05.0 85.0 78.0 78.0 48' x x x x 51.0 51.0 6&0 j 65.9 .0 65.0 78.0 78.0 53-1/8 X X X X X X 64.4 64.4 .0 65.0 784 78.0 19 -1/8' 65.0 65.0 6&0 6&0 68.0 68.0 75.0 75.0 .0 65.0 78.0 784 26 -1/2' 61.3 61.3 68.0 68.0 68.0 68.0 75.0 75.0 .0 65.0 78.0 78.0 37' 58' x X X X 65.2 66.2 75.0 75.0 .0 65.0 78.0 78.0 48' X X X X X X % X 0 65.0 7 &0 7 &0 53 -1/8 x x x x x x x x 0 654 78.0 78.0 19-1/8° 85.0 65.0 88.0 88.0 684 88.0 75.0 75.0 .0 65.0 7&0 78.0 26 -1/2'. 60.3 60.3 68.0 6&0 68.0 68.0 7&0 75.0 0 654 7&0 7 &0 37° 83' X X X X 66.2 66.2 75.0 75.0 0 [65 65.0 78.0 78.0 48' X X X x X X X x 0 65.0 78.0 78.0 53-1/8 x X X X X X x X 0 65.0 7 &0+ 78.0 19 -1/8' 65.0 65.0 664 68.0 684 68.0 75.0 75.0 0 65.0 78.0 7 &0 26 -1/2' x x x x 68.0 68.0 75.0 75.0 65.0 78.0 78.0 37' 74' X X X X X X 82.8 62.8 0 65.0 78.0 78.0 48' x ' X X X X X X X 0 65.0 75.6 75.6 33-1/8 x x x x x x x x 0 65.0 72-0 - 72.0 19 -1/8' 88.0 65.0 68.0 8&0 6 &0 8&O 75.0 75.0 0 65.0 78.0 784 26 -i/2' X X X X 66.0 68.0 75.0 75.0 0 65.0 7 &0 78.0 37' 74 -1/4' X X X x X X X % 65.0 65.0 7B.0 78.0 48' X X X X X X % X 85.0 85.0 75.2 7 5.2 53-1/6 X X X X X X I X X 65.0 1 65.0 1 71.8 71.6 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON A:. ASTM E1300 -98 (60 SEC. WIND) 8: ASTM E1300 -02 (3 SEC. GUSTS) a m pp M Z� Oz g 0's 5 -co HOMAYpUN FAR000 PRODUCTRENEWBD ], SnWCTURES w - Mplyiog with file Flrida FLA. PE i 16967 CCAN. 3536 drowing no. ? Divieioa W02 -55 L � •sus. J iii z a m O° m N E D p e� O Ali � Om < MOTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERDCALLY OR HORZONTALLY AS SHOWN ABOVE. cr gn � M'1 ttggq ^ G 0 ao o, ^ a m pp M Z� Oz g 0's 5 -co HOMAYpUN FAR000 PRODUCTRENEWBD ], SnWCTURES w - Mplyiog with file Flrida FLA. PE i 16967 CCAN. 3536 drowing no. ? Divieioa W02 -55 W00 METAL STRUCTURES (STEEL OR ALUM. 1 /$- MIN. THICK) STEEL : Fy - 36 KSI MIN. ALUMINUM : 6063 —T5 MIN. BUCKS NOT BY LAWSON, MUST SUSTAIN LOADS I [WOOD POSED BY GLAZING SYSTEM AND TRANSFER THEM INTO CONCRETE AND MASONRY - 1 -1/4' MIN. THE BUILDING STRUCTURE. w INTO WOOD STRUCTURE = 1' MIN. m � a m INTO METAL STRUCTURE = 1/2' MIN. Z TYPICAL ANCHORS: SEE ELEV. FOR SPACING a W�0 1/4' TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE -V U n 1 -3/8' MIN. PENETRATION INTO WOOD Z t� THRU 1BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY c 1 -1/4' MIN. EMBED INTO MASONRY OR CONC. C a N ING r•o 1/4" DRI t E cY OR EOUIV. SELF DRILLING INTO METAL STRUCTURES (1/8' MIN. THICKNESS) p" T &n ,010 X 4' SMS � � 8 a m INTO APPROVED MULLIONS (NO SHIM SPACE) 5 ANCHOR EDGE DISTANCES I INTO CONCRETE AND MASONRY - 1 -1/4' MIN. w INTO WOOD STRUCTURE = 1' MIN. m INTO METAL STRUCTURE = 1/2' MIN. Z W�0 SEALANTS: 8 Z o M FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL . SEALED WITH WHITE /ALUMINUM COLORED SEA". m o OZ� gOD 2 & MUWON ANCHORS X 3/4' SMS WITH CHART FOR 1/4' ANCHORS FLA PE CAN. PRODUCTRENEWED t m complying wllh the Flmidn • A�xca�hmce�NO o7 —pS/b A2 J k drawing no. W02 -55 S }DTs a O � � WC TYPICAL ANCHORS SEE ELEV. m ITEM PART ( QUANTITY DESCR@TMN MATERIAL MANF. /SDPPLTK& /REMARXR 1 L -4201 2 FRAME HEAD /SILL 6063—TS _ 2 L -4201 2 FRAME JAMB 6063 —T5 — 3 L -7708 4 CIAZING BEAD (318' CLASS) 6083 —T5 — 4 L -7708 TRIMUM 4 GLAZING BEAD (7/18' GLASS) 8083 —T5 — 5 08 X 3/4' 2/ CORNER ASSEMMY SCREWS P.H. PHLLLPS 6 L-4204 AS REOD. GLAZING BEAD pT CIRCULAR WDWS. 8083 TS — 7 VWS -004 i AS REQO. GIA2ING CASICEf SOFT P — LJ �—U RECT. OR SQUARE WUVDOWS _1/2• X ALUM CIRCULAR WINDOWS OR MITER CORNERS MS WE TO s �U Z n � m m tl F N Lam- C�J x4� a w v 3 � Z in c, m S Z343m 8 �o�� PRODUCTRENEWHD 13 c di �PLpng with NU Florift J ng Code - JCI jq Acceptance ton Date ate $ ,d Expurar nI BY amwmg no. Mien" Dadc °'°" atroI W02 -55 DivWm MIAMI -DARE 6 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING 140 WEST FLACLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/buildingcode Lawson Industries, Inc. 8501 NW 90`h Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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: Clipped Aluminum Tube Mullion w/ and w/o Steel Reinforcement— L.M.I. APPROVAL DOCUMENT: Drawing No. LAW -ML -1001, titled "Aluminum Tube Mullions" Sheets 1 through 10 of 10, dated 04/27/10, prepared by manufacturer, signed and sealed by Thomas J. Sotos, 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 Division. 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 and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done 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 # 06- 0620.17 and NOA # 06- 0620.18 and consists of this page 1 and Evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 10- 0610.02 Expiration Date: May 30,2012 Approval Date: October 06, 2010 Page 1 Lawson Industries, Inc NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. LAW -ML -1001, titled "Aluminum Tube Mullions" Sheets 1 through 10 of 10, dated 04/27/10, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked -up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -02 -1714, dated 8/27/02, signed and sealed by Rafael E. Droz -Sella, P.E. (Submitted under NOA# 03- 0225.07) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -02 -1716, dated 8/27/02, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under NOA# 03- 0225.07) 3. Tensile Test reports on 0.10" thick wall aluminum tube mullion, prepared by Hurricane Engineering & Testing, .Inc., Test Report No. HETI- 02 -T071, dated 09/16/02, tested per ASTM E8, signed and sealed by Rafael E. Droz -Seda, F.E. (Submitted under NOA# 03- 0225.07) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90" span mullion and a 45" high fixed window on top, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1383, dated 2/13/96, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA# 02- 0501.05) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) 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 -02 -1718, dated 8/27/02, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under NOA# 03- 0225.06) 6. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -02 -1717, dated 8/27/02, signed and sealed b Rafael E. Droz- , P.E. (Submitted under NOA# 03- 0225.06) Manuel a P.E. Product Contr E iner NOA No. 10.0610.02 Expiration Date: May 30, 2012 E -1 Approval Date: October 06, 2010 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 7. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1376, dated 1/31/96, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA# 03- 0225.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, dated 05/17/10, prepared, signed and sealed by Thomas J. Sotos, P.B. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated May 20, 2010, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated May 20, 2010, signed and sealed by Thomas J. Sotos, P.E. G. OTHERS 1. Notice of Acceptance No. 06- 0620.17, issued to Lawson Industries, Inc. for their Clipped Aluminum Tube Mullions w /Steel Reinforcement, approved on 10/05/06 and expiring on 05/30/12. 2. Notice of Acceptance No. 06- 0620.18, issued to Lawson Industries, Inc. for their Aluminum Tube Mullion — L.M.I., approved on 11/16/06 and expiring on 05/30/12. Manuel Per .E. Product Control E ' er NOA No. 10- 0610.02 Expiration Date: May 30, 2012 Approval Date: September 01, 2010 E -2 ANCHOR /CUP GLAZING t PRODUCT 3 ANCHOR /CLIP HORIZONTAL MULLION PRODUCT PRODUCT o 3 VERTICAL VERTICAL VERTICAL MULLION ANCHOR /CLIP MULLION MULLION GLAZING GLAZING GLAZING °' PRODUCT PRODUCT PRODUCT ANCHOR /CLI f. { wt W2 W3 MULLION SPAN WIDTH (W) w1 + w2 + W3 2 ANCHOR /CLIP VERTICAL MULLION GLAZING GLAZING PRODUCT PRODUCT ANCHOR /CLI 'r WI WZ W WIDTH (W) = wt + w2 2 a N �+ N n 3 x p 3 ANCHOR /CLIP ANCHOR /CLIP r- HORIZONTAL MULLION GLAZING GLAZING PRODUCT -HORIZONTAL MULLION GLAZING PRODUCT 3 t GLAZING GLAZING PRODUCT PRODUCT o 3 VERTICAL N MULLION ANCHOR /CLIP w2 MULLION SPAN WIDTH (W) = wt + W2 2 TYPICAL MULLION ARRANGEMENTS 3 + N 3 n x 0 3 + N 3 II 3 x F- 0 THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSOI MIAMI -DADE COUNTY APPROVED IMPACT AND NON - IMPACT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE REOUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE FLORIDA BLDG. CODE REOUIREMENTS IS: WIND LOAD. WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON - IMPACT APPLICATIONS, INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. 4, WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 5. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE 8EYOND WALL DRESSING OR STUCCO. S. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL 7. A LOAD DURATKX INCREASE IN ALLOWABLE STRESS 15 USED IN DESIGN OF WOOD ANCHORS ONLY. 8. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2007 FLORIDA BLDG. CODE - SECTION 2003.8.4. MULLION & CLIP NOTES: 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET 2 OF 10 FOR DETAILS AND NOTES. • REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET 4 OF 10 FOR DETAILS AND NOTES. • REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. • REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS y °o mm v m m Nom � h � z o Z O z roia R � O Z � o Z � s o ® z ai a F U Ib90 A23 y .062 ism C CI J% TYP. .129 too Q 3OVD o h l6 1.900 h W .062 � m al El 4.0� L732 r .129 N C m V C 4.000 31$ 7- O G < N 3000 3.062 3.000 113 JI 2 X 4 IYPICAI. 4.�_. j I 2OV0 1.732 2.062 ; h m 1--- 1soo ---�1 570. TUBE 2 Z i p Z M i - �W= �. 0 2X MULLION CLIP I d R a x so63 -TB 1 .1r1 �I.�o»I a% .1a2- l.aoo -� .196 I .o7e 5 6�0 1J162 ua 1D62 LIBB 4«1.062 2 Z 06 x NOTCH v 2X6 1 X4 1 X3 1 X3 1 x2 1 X2 W >M �1. OPTIONAL STD. TUBE CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION V MULLION 8083 -TB 6065 -TB 8085 -T6 603 -TB 6063 -T6 ! E., W C Ixx: 2.070 in! Ixx: 1.000 in Ixz: 0.950 m Ixx: 0.370 in: Ixx: 0.330 m U f){ 0 0 Sxx: 1.035 in3 Sxx: 0.667 in3 Szz: 0.633 in3 Szx: 0.370 in3 Sxx: 0.330 in3 3 o 0 0 2A00 (FLANGE FRAME) (FM FRAME) (FLANGE FRAME) (FIN FRAME) ) Z V m o i STANDARD TUB" SHAPES TYP. WALL ° .18• ALL 2A00 I 1.000 C.�° qqq 6 u ALLOY ° 6063 -TB .125 & IRAIx 'L Z ZZ a .750 .i TYPICAL GLAZING PRODUCT loo By .124 .123 U1.1- 3.c*• Fr+Ae i C e IN, 2 1 OOD -Low 2F Ors 2.zs0 azs Z 4= F .I (000 3A00 , u 6_� .125 2� 4= 4 = 1X MULLION CLiP 2.� 3.000 a.0oo 8063 -TS 1 X 4 1 X 3 1 X 2 .dd1 ii MULLIONS CONTAINING STD. TUBE MULLION STD, TUBE MULLION STD, TUBE MULLION a L'� RICH 1' TYPICAL GLAZING PRODUCTS 2 X 6 eos3 -rs s063 -re 6063 -To OPTIDUkAL HORIZONTAL OR VERTICAL 2 x a Ixx: 2.070 iT; Ixx: 0.950 in Ixx: 0.330 in STD. TUBE MULLION STD. TUBE MULLION Sxx: 1.035 in3 Sxx: 0.633 in3 Sxx: 0.330 in3 0 0 SEE WINDOW OR DOOR APPROVAL FOR - 8083 -T6 6063-TB FASTENERS SIZES AND SPACING ® o Ixx: 6.260 in Ixx: 2.980 in g Sxx: 2.760 in3 Sxx: 1.490 in3 d RECTANGULAR ALUMINUM TUBE MULLIONS INSTRUCTIONS USING MULLION PROPERTIES ONLY k \ USE CHARTS AND GRAPHS AS FOLLOWS. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT $$ ``4�p4tn4ttttf,, STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OVENwc. CDUJNTY APPROVED USE IMPACT AND AWSON S MIAMI - D CTS. , 5 • #" "a'3�N %'�i, STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE IAAD O; • ti i� NOTCH REOURDAENTS. m U. & *. ;o � OPTIONAL- STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT NOTES: � o� IN O O•� 4�1 APPROVAL. 7 Z 3-1 a2s MN. STEP 4 sPECDY MVwMUM smm SPA m 1. REFER TO THE GENERAL NOTES ON SHEET 2' t. ALL CUPS AND ANGLES ARE TO FIT USING C/IARis ON SHEET 3 OF to SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLVJACE. �O O STEP S RxrII DESIxV BALING MORE THAN DESIGN LOAD SPECIFIED 2. MULLIONS MAY BE ORIENTED VERTICALLY OR a- SNUG INTO TUBE MULLIONS. IN STEP I ABOVE HORIZONTALLY. ��i0• � W I ANGLE CLIP 2. WHERE ANGLES ARE NOT FR SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS 12.000 --� 6D83 -� IANCHORBDETAIL AT SHEET 9 OPTIONAL STEP 6 � ON SHEET 9TSELECT DE4DN LOADS SPECIFIED IN STEPRATING OVE 3 REFER TO SHEET 1 OF 10 FOR OR STACK CONFIGURATIONS. TYPICAL Ifi IRI I CLIP LENGTH MULL "L° 1 X 2 1.688• I X 3 2.688' 1 x 4 3.688• 2 x 4 3.688' 2 X 6 5.688' 38.318" 57" 74141" 118.6 150.0 1 150.0 150.0 38 28.1 1 81.3 88.3 150.0 101.7 150.0 150.0 150.0 42 24.1 52.6 75.7 150.0 89.0 145.4 150.0 150.0 48 84° - 21.1 48.0 682 140.8 79.1 1292 150.0 150.0 54 18.8 40.9 58.8 125.2 712 116.3 150.0 150.0 so 16.9 36.8 53.0 1127 64.7 105.7 150.0 150.0 66 15.3 33.4 48.1 1024 59.3 96.9 139.5 150.0 72 30.7 44.1 93.9 54.7 89.5 128.8 150.0 78 - - 28.3 403 8B.7 150.0 150.0 150.0 150.0 16 37.7 82.1 118.3 150.0 1 135.1 150.0 150.0 15110 24 28.3 81.6 88.7 150.0 108.1 150.0 150.0 150.0 30 22.6 49.3 71.0 150.0 90.1 150.0 150.0 150.0 36 18.8 41.1 59.1 143.8 3 772 131.1 150.0 150.0 42 162 35.2 50.7 123.2 67.5 114.7 150.0 150.0 48 96" 30.8 44.3 107.8 4 60.0 101.9 146.8 150.0 27.4 39A 95.8 54.0 91.7 1321 1500 W 24.6 35.5 66.3 8 49.1 83.4 120.1 150.0 IM - 22A ;32.3 78A 8 45.0 76.5 110.1 150.0 72 20.5 .6 71.9 41.6 70.6 101.6 150.0 78 19.0 .3 66.3 133A 150.0 150.0 150.0 18 26.5 57.7 83.1 150.0 1 100.0 150.0 150.0 150.0 24 19.9 43.3 62.3 150.0 80.0 150.0 150.0 150.0 30 15.9 34.6 49.8 136.3 68.7 125.2 150.0 150.0 1 36 28.8 41.5 1136 107.3 150.0 150.0 42 - 2.7 35.6 97.4 93.9 135.1 150.0 48 108" .6 31.1 852 83.4 120.1 1500 54 2 27.7 75.7 75.1 108.1 1500 BO .3 24.9 68.1 68.3 98.3 1500 66 15.7 22.7 62.0 82.6 90.1 150.0 72 - 20.8 58.8 57.8 _ _832 150.0 78 1 192 52.4 EKDR20MAL MULLON TYPICAL MUL ION ARRANGEMEN TS _�...,�ARCHM M SE MMCRBM 04SM RECrANMJ AR SHAPE NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) WIDTH (W) = wt wz -.t Y -- _o 74141" 118.6 150.0 1 150.0 150.0 38 28.1 1 81.3 88.3 150.0 101.7 150.0 150.0 150.0 42 24.1 52.6 75.7 150.0 89.0 145.4 150.0 150.0 48 84° - 21.1 48.0 682 140.8 79.1 1292 150.0 150.0 54 18.8 40.9 58.8 125.2 712 116.3 150.0 150.0 so 16.9 36.8 53.0 1127 64.7 105.7 150.0 150.0 66 15.3 33.4 48.1 1024 59.3 96.9 139.5 150.0 72 30.7 44.1 93.9 54.7 89.5 128.8 150.0 78 - - 28.3 403 8B.7 150.0 150.0 150.0 150.0 16 37.7 82.1 118.3 150.0 1 135.1 150.0 150.0 15110 24 28.3 81.6 88.7 150.0 108.1 150.0 150.0 150.0 30 22.6 49.3 71.0 150.0 90.1 150.0 150.0 150.0 36 18.8 41.1 59.1 143.8 3 772 131.1 150.0 150.0 42 162 35.2 50.7 123.2 67.5 114.7 150.0 150.0 48 96" 30.8 44.3 107.8 4 60.0 101.9 146.8 150.0 27.4 39A 95.8 54.0 91.7 1321 1500 W 24.6 35.5 66.3 8 49.1 83.4 120.1 150.0 IM - 22A ;32.3 78A 8 45.0 76.5 110.1 150.0 72 20.5 .6 71.9 41.6 70.6 101.6 150.0 78 19.0 .3 66.3 133A 150.0 150.0 150.0 18 26.5 57.7 83.1 150.0 1 100.0 150.0 150.0 150.0 24 19.9 43.3 62.3 150.0 80.0 150.0 150.0 150.0 30 15.9 34.6 49.8 136.3 68.7 125.2 150.0 150.0 1 36 28.8 41.5 1136 107.3 150.0 150.0 42 - 2.7 35.6 97.4 93.9 135.1 150.0 48 108" .6 31.1 852 83.4 120.1 1500 54 2 27.7 75.7 75.1 108.1 1500 BO .3 24.9 68.1 68.3 98.3 1500 66 15.7 22.7 62.0 82.6 90.1 150.0 72 - 20.8 58.8 57.8 _ _832 150.0 78 1 192 52.4 EKDR20MAL MULLON TYPICAL MUL ION ARRANGEMEN TS _�...,�ARCHM M SE MMCRBM 04SM RECrANMJ AR SHAPE NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) WIDTH (W) = wt wz -.t -- nm a aaa■m� saa�� aaa� � a ae�am aa� ® ®� aa��m aaa�m saa ® ®� aaa ® ®� aaaaEFFT-M. aasa� - ° ° °a ° °e°om ` e ° aa■�� aaaa � � aaaa® aaaam aaaa 107.3 150.0 150.0 42 - 2.7 35.6 97.4 93.9 135.1 150.0 48 108" .6 31.1 852 83.4 120.1 1500 54 2 27.7 75.7 75.1 108.1 1500 BO .3 24.9 68.1 68.3 98.3 1500 66 15.7 22.7 62.0 82.6 90.1 150.0 72 - 20.8 58.8 57.8 _ _832 150.0 78 1 192 52.4 EKDR20MAL MULLON TYPICAL MUL ION ARRANGEMEN TS _�...,�ARCHM M SE MMCRBM 04SM RECrANMJ AR SHAPE NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) WIDTH (W) = wt wz -.t -- nm a aaa■m� saa�� aaa� � a ae�am aa� ® ®� aa��m EKDR20MAL MULLON TYPICAL MUL ION ARRANGEMEN TS _�...,�ARCHM M SE MMCRBM 04SM RECrANMJ AR SHAPE NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) WIDTH (W) = wt wz -.t r aaaa� aaa� a °a °aa aaaa� sass aaaa aaaa� ase�® L''a4vs.� tee' >1:cY.�dtB 0 H °< .•nr..ddv:t CmAtw,� day 0,�' I,,; ," 3 z a , f � ° z c . oil w a 5 ,z7 Zq Z � o a � 14 U z z ;yam :fir -- nm a aaa■m� saa�� aaa� � a ae�am aa� ® ®� aa��m aaa�m saa ® ®� aaa ® ®� aaaaEFFT-M. aasa� - ° ° °a ° °e°om ` e ° aa■�� aaaa � � aaaa® aaaam aaaa L''a4vs.� tee' >1:cY.�dtB 0 H °< .•nr..ddv:t CmAtw,� day 0,�' I,,; ," 3 z a , f � ° z c . oil w a 5 ,z7 Zq Z � o a � 14 U z z ;yam :fir 3 z a , f � ° z c . oil w a 5 ,z7 Zq Z � o a � 14 U z z ;yam :fir Ib90 ,125 I.D00 DG2 b118 X12 t.� 1900 C am 462 .15 TY. om3s25 .312A4 0 o 2bee bM ars N m# 1 m �< o 3m 13 to TADS 4= .115 4.0 310 32 °O m c [2X 4 TYPICAL W FRAME oo F z W Z Qi F d O Z i° z ➢n 2X MULLION CLIP t� I II� a56T �IDDO -� m 6oe� T6 2 X 6 L106z -I �106z� 1 X 3 t.tea Z) 04 1 X 4 STD, TUBE MULLION 1 X 3 2• �• 6.�0 MULLION 1 X 4 STD. TUBE MULLION 1 % 3 8061 -T6 CUSTOM MULLION k0 X 3 CUSTOM 6063-TS 5063-76 Rl 8081 -T6 6061 -76 CUSTOM MULLION V ] 6063-T6 1": 2.168 in. Ixx: 2.218 u �e O1 Ixx: 4.709 in Ixx: a.709 in Ixx: 2.168 in s o I Sxx: 2.355 ins Sxx: 2.355 ins Sxx: 1.445 ins Sxx: 1.445 in. . s v —.I Sxx: 1.479 m. (FIANCE FRAME) (FIANCE FRAME) (FIN FRAME) o STANDARD TUB" SHAPES 2.�0 J ,i TYP. WALL ° I25• ALL tS80 /� 6 0 i ALLOY °8063 -T6 a TYPICAL C i GLAZING PRODUCT F12 2.000 V V amm i0� 1.625 4-000 S° 4 M i 6.000 S.M.S. 4-000 325 4.$00 0 1% MULLION CUP 3-000 4-000 7.624 b 6081 -T6 a MULLIONS CONTAINING 1• NOTCH •L• TYPICAL GLAZING PRODUCTS . rcrsaucr0¢rro OPTIONAL HORIZONTAL OR VERTICAL""1��0' o SEE WINDOW OR DOOR APPROVAL FOR 2 X 6 2 X 4 Ps FASTENIRS SIZES AND SPACING STD. TUBE MULLION STO. TUBE MULLION ) z ° 0 6063 -T6 8061 -Ts Ixx:19.648 in4. Ixx: 7.649 in Sxx: 6.549 ins Sxx: 3.825 ins �.1,.� �.L•� RECTANGULAR ALUMINUM TUBE MULLIONS INSTRUCTIONS: USING MULLION PROPERTIES ONLY USE CHARIS AND GRAPHS AS FOLLOWS. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT ��»�� ►hy P 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. AND CAN BE USED WITH ALL LAWSON'S MIAMI -DAOE 04a * H�al�bi� STEP 2 USE APPROVED GLAZING PRODUCTS MEEty� ABOVE LOAD COUNTY APPROVED IMPACT AND NON- IMPACT PRODUCTS. ` Qy h�,6, W,A CDT STEP 3 USE CONNECRaa TO WXUON AS PER PRODUCT NDTES : �, rr,•a •• •••• y,� APPROVAL q.125 MW. STEP 4 sPECIFr MroGwM swim sPAcINO. 1. REFER TO THE GENERAL NOTES ON SHEET 4 ° Z,ppp USING CHARTS ON SHEET 5 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. �W 1. ALL CUPS AND ANGLES ARE TO FIT STEP 5 WITH DEsKm RkTWG MORE THAN DESGN LOAD SPECIFIED %Li a v• � Z. MULLIONS MAY BE ORIENTED VERTICALLY OR SNUG INTO TUBE MULLIONS. W STEP 1 ABOVE. i USM ANCHOR _ HORIZONTALLY. — 2.� --� AN" -SLIP �HORBDETAIL A SHEET 9 O OPTIONAL 0 G TAW 9 SELECT ANCHOR TYPE wmH THE 0ES�' � SPECIFIED N STNEP I AWVEC. 3. REFER TO SHEET I OF 10 ARRANGEMENTS OR STACK CONFIGURATIONS. RT ULUON ��i��y1 „# , �, CWlbt INIO CLIP LENGTH MULL "L” 1 % 2 1.686' 1 X 3 2.668' 1 X 4 3.688' 2 X 4 3.688' 2 X 6 5.666' STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS a I_ °o z m nm y m n e N V V NO CI 2 Z e J O < < {f 4 v tl 2 oonz °o O m ym Z n m o a a h w a S Q E v 3 a ® ° Z o i M m m U z w a «� -HORUWAL MUM TYPICAL MULLION ARRANGEMENTS ,, ARCHES TO BE ZSCROW Q . •• •,� OZ�. NOTE CrAHCUUR 5r aPe as e.@b6nY6a14 g ° U. C 1,, PSM H MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED _ 2_ cc. VERTICALLY OR HORIZONTALLY, x Ze'N (INTERPOLATION BETWEEN WIDTHS ALLOWED) �I ;�� a �a��p� W1 W2 WIDTH (W) = wt 2 w2 trr A ,,�'`q top �� MULLION SPAN Width w MULL SPAN 1X3 1X4 2X4 2X6 Width w MULL SPAN 1X3 1X4 2X4 2X6 Width(w) MULL SPAN 1X3 1X4 2X4 2X6 18 150.0 150.0 150.0 150.0 18 150.0 150.0 150.0 150.0 18 44.0 85.7 150.0 150.0 24 150.0 150.0 150.0 150.0 24 139.5 150.0 150.0 150.0 24 33.0 71.8 116.6 150.0 30 150.0 150.0 150.0 150.0 30 111.8 150.0 150.0 150.0 30 26.4 57.4 93.2 150.0 36 150.0 150.0 150.0 150.0 36 93.0 150.0 150.0 150.0 36 22.0 47.8 77.7 150.0 42 150.0 150.0 150.0 150,0 42 79.7 150.0 150.0 150.0 42 18.9 41.0 88.8 150.0 48 38 -318" 150.0 150.0 150.0 150.0 48 74 114" 89.7 150.0 150.0 150.0 48 120' 18.5 35.9 58.3 148.7 64 150.Q 150.0 150.0 150.0 64 82.0 134.8 150.0 150.0 64 31.9 51.8 133.1 80 150.0 150.0 150.0 150.0 80 55.8 121.2 150.0 150.0 60 28.7 48.8 118.8 66 150.0 150.0 150.0 150.0 66 50.7 110.1 150.0 150.0 68 - 26.1 42.4 108.9 72 150.0 150.0 150.0 150.0 72 48,5 101.0 150.0 150.0 72 23.9 38.8 99.6 78 150.0 150.0 150.Q 150.0 78 42.9 93.2 150.0 150.0 78 22.1 35.9 92.1 18 150.0 150.0 150.0 150.0 18 128.4 150.0 150.0 150.0 1H 33.1 71.9 118.8 150.0 24 150.0 150.0 150.0 150.0 24 86.3 150.0 150.0 150.0 24 24.6 53.9 67.6 150.0 30 150.0 150.0 150.0 150.0 30 77.1 150.0 150.0 150.0 30 19.9 43.1 TD.1 150.0 36 150.0 150.0 150.0 150.0 36 64 2 139.5 150.0 150.0 36 18.5 35.8 58.4 150.0 42 150.0 150.0 150.0 150.0 42 55.0 119.5 150.0 150.0 42 - 30.8 50.0 128.5 48 50618" 150.0 150.0 150.0 150.0 48 84" 48.2 104.6 150.0 150.0 48 132" - 27.0 43.8 112.5 54 150.0 150.0 150.0 150.0 54 42.8 93.0 150.0 150.0 54 24.0 38.9 100.0 60 150.0 150.0 150.0 150.0 60 38.5 83.7 135.8 150.0 80 21.8 35.0 80.0 66 147.7 150.0 150.0 15Q.0 66 35.0 78.1 123.6 150.0 86 18.6 31.8 81.8 72 135.3 150.0 150.0 150.0 72 32.1 .89.7 113.3 150.0 72 18.0 29.2 75.0 78 124.9 150.0 150.0 150.0 78 29.8 64.4 104.8 150.0 78 - 18.8 28.9 89.2 18 150.0 150.0 150.0 150.0 18 88.0 150.0 150.0 150.0 18 25.5 55.4 88.9 150.0 24 150.0 150.0 150.0 150.0 24 84.5 140.1 150.0 150.0 24 19.1 41.5 67.5 150.0 30 150.0 150.0 150.0 150.0 30 51.8 112.1 150.0 150.0 30 15.3 33.2 54.0 138.8 38 150.0 150.0 150.0 150.0 38 43.0 93.4 150.0 150.0 36 - 27.7 45.0 115.5 42 150.0 150.0 150.0 150.0 42 38.8 80.1 130.1 150.0 42 - 23.7 38.5 99.0 48 57" 150.0 150.0 150.0 150.0 48 96" 32.3 70.1 113.8 150.0 48 144" 20.8 33.7 86.8 54 137.0 150.0 150.0 150.0 54 28.7 62.3 101.2 150.0 54 18.5 30.0 77.0 60 123.3 150.0 150.0 150.0 60 25.8 58.1 91.1 150.0 60 16.6 27.0 89.3 Be 112.1 150.0 150.0 150.0 Be 23.5 51.0 82.8 150.0 K 15.1 24.5 83.0 T2 102.8 150.0 150.0 150.0 72 21.5 46.7 75.9 150.0 72 22.5 57.H 78 94.8 150.0 150.0 150.0 78 18.9 43.1 70.0 150.0 78 - - 20.8 53.3 18 150.0 150.0 150.0 150.0 18 60.4 131.2 150.0 150.0 18 22.6 49.0 78.8 150.0 24 150.0 150.0 150.0 150.0 24 45.3 88.4 150.0 150.0 24 18.9 36.7 59.7 150.0 30 150.0 150.0 150.0 150.0 30 38.3 78.7 127.9 150.0 30 29.4 47.7 122.8 36 150.0 150.0 150.0 150.0 36 30.2 65.6 108.8 150.0 36 24.5 39.8 102.2 42 130.5 150.0 150.0 150.0 42 25.9 58.2 81.4 150.0 42 21.0 34.1 87.6 48 63° 114.2 150.0 150.0 150.0 48 108" 22.7 49.2 79.8 150.0 48 160" 18.4 29.8 76.6 54 101.5 150.0 150.0 150.0 S4 20.1 43.7 71.1 150.0 54 16.3 26.5 88.1 60 91.3 150.0 150.0 150.0 60 18.1 39.4 84.0 150.0 80 Z3.9 81.3 66 83.0 150.0 150.0 150.0 Be aRCUZOO�r vl:RrxAL ; ruLLbH N C1A211M. CU12MG 0 PRODUCT ►R�ppl�1CT � 18.5 35.8 58.1 147.0 21.7 55.7 72 76.1 142.4 150.0 150.0 72 15.1 32.8 53.3 134.8 19.9 51.1 78 70.2 131.4 150.0 150.0 78 30,3 49.2 124.4 78 18.4 47 2 aRCUZOO�r vl:RrxAL ; ruLLbH N C1A211M. CU12MG 0 PRODUCT ►R�ppl�1CT � aRCUZOO�r ; N C1A211M. CU12MG � PRODUCT PRODUCT I 1 1/4* MIN. 3/16' VpCONs S /t6' TAPCONS MIN. EDGE DIST. DGE DIST. 121PER CLIP (I ON EAds 2 -3 76° CONCRETE OR s / ) t -t/2' uql WOWiN+PER1RATi ANGLE 4, ALLOW BL K I NOGO 8= 1 1x FLOATING CLIP I I 11 ALUM ANGLE S /16• TAPCONS ` 1 1/4" MIN. 1 -1/2' VOL NOW PENE7ROgN EDGE DIST 4 PER CLIP (2 ON EACH WING) Ellin 2 Bf, WppO SUCK I I I 1 I 1 ANCHORS TYPE 'B' 4 ANCHORS INTO WOOD $/16• TAPCONS 1 -1/2' UK WOOD PENETRATION 2 PER ANGLE II iill 1 ii j 2. 2 x CLIP ii i 1 11 ALUM ANGLE u u I I I 1 i i I I I 1 1 1 I I I I I 1 I I ANCHORS TYPE C (INTO BLOCK ANCHORS TYPE G (INTO CONCRETE 5/16• TAPCONS 5/16• TAPCoNS i ALL CLIPS AND ANGLES TO FR SNUG 3/4" INTO CONCRETE OR BLOCK 1 -3 /t" Y6i EYBEO INTO MASONRY 4 PER 1 -3/4' YIN. E'MBEO INTO MASONRY 1 e INTO TUBE MULLIONS. MIN CUP (2 ON EACH WING) 2 PER ANGLE m m m I TAPCONS MAY BE HEX OR FLAT HEAD. i "x4" & 2 °x4" MULL - .5 v' `v s i•I �� I �z • 1 1 �z N V q ,� m s � 11q MIN. EDGE DIST. • (� n n 2 -3/16" CONCRETE OR won u n 1 i 11 4" HOLLOW BL K I 5 /16" TAPCONS 31 c it II 11 Ii 11 11 z > 1 IL -j1 I II II It 11 I �• Km BUCK II 11 2 7/16" Il II tx FLWTINC CLIP 2 BT 1 I n II U U 2 x 2. t/6' AL u1GLE MIN. ii ii I(L�JI ji ii mm Z a j YIOW BUCX 1 1 a I-- •"--- By - ----- 14bDD BUCK P /X ROATRJ6 CLIP I I i 1 X 1 6' 2 X 2 ANOU i ALL CLIPS AND ANGLES \z I . I 1 I 1 1 1 1 I 1 I 1 1 5116• TAPCO14S INTO TUBE MULLIONS. ANCHORS TYPE 'D' (INTO BLOCK} -1/2• MIN. tIDW PENET nON PER < I NOGO 8= 1 1x FLOATING CLIP I I 11 ALUM ANGLE S /16• TAPCONS ` 1 1/4" MIN. 1 -1/2' VOL NOW PENE7ROgN EDGE DIST 4 PER CLIP (2 ON EACH WING) Ellin 2 Bf, WppO SUCK I I I 1 I 1 ANCHORS TYPE 'B' 4 ANCHORS INTO WOOD $/16• TAPCONS 1 -1/2' UK WOOD PENETRATION 2 PER ANGLE II iill 1 ii j 2. 2 x CLIP ii i 1 11 ALUM ANGLE u u I I I 1 i i I I I 1 1 1 I I I I I 1 I I ANCHORS TYPE C (INTO BLOCK ANCHORS TYPE G (INTO CONCRETE ANCHORS TYPE 'F' (INTO CONCRETE} ALL CLIPS AND ANGLES TO FR SNUG 4 ANCHORS THRU tx BUCK INTO CONCRETE OR BLOCK INTO TUBE MULLIONS. INTO CONCRETE OR BLOCK 1 I TAPCONS MAY BE HEX OR FLAT HEAD. i "x4" & 2 °x4" MULL - .5 C/) q N V q MIN. EDGE DIST. (� n n 2 -3/16" CONCRETE OR 1 i 11 4" HOLLOW BL K 5 /16" TAPCONS 5/16' TAPCONS 11 11 1 -3/4' IAN. EMaW gITD MASONRY 1 -3/4• MIN. EMBED 6110 MASONRY `11, I �• Km BUCK II 11 ALUM2ANGLE 2 PER CUP (, 011 EACH WxJG) 1 PER ANGLE u u i ALL CLIPS AND ANGLES \z I . INTO TUBE MULLIONS. < TAPCONS MAY BE HEX OR FLAT HEAD. I I ANCHORS TYPE 'A' 2 ANCHORS INTO WOOD ji ii 1 • II 11 -- ter if ii ii 2 x 2 X t/6" I NOGO 8= 1 1x FLOATING CLIP I I 11 ALUM ANGLE S /16• TAPCONS ` 1 1/4" MIN. 1 -1/2' VOL NOW PENE7ROgN EDGE DIST 4 PER CLIP (2 ON EACH WING) Ellin 2 Bf, WppO SUCK I I I 1 I 1 ANCHORS TYPE 'B' 4 ANCHORS INTO WOOD $/16• TAPCONS 1 -1/2' UK WOOD PENETRATION 2 PER ANGLE II iill 1 ii j 2. 2 x CLIP ii i 1 11 ALUM ANGLE u u I I I 1 i i I I I 1 1 1 I I I I I 1 I I t a 1 1 1 I °Z I � a w c i W Z 4 O `.E oI 51 Z �Z z J a d ANCHORS TYPE C (INTO BLOCK ANCHORS TYPE 'F' (INTO CONCRETE} 2 ANCHORS THRU IX BUCK INTO CONCRETE OR BLOCK IA.LT-ERNAT-E - .5 ANCHOR LOCATON t a 1 1 1 I °Z I � a w c i W Z 4 O `.E oI 51 Z �Z z J a d MIN. EDGE REST. 5/16' TAPCONS MIN. EDGE DIST. /i6' CONCRETE OR 1 -3/4- MOL EMBED WTO MASONRY 2 -3/16' CONCRETE OR HOLLOW BL K 2 PER Cur `1 S/ ON EACH WNG) 4" OLLOW BL K y •t 3MIN • + -3/4' MW. EMBED PER MASONRY ANGLE 3/q 1 -3/4- MW. EMBED NM MA 1_3 s' Mw. 'S /16- TAPCONS c (2 ON EACH WM) ! EMBED INTO C 8 ' • . . • ;: MIN 4 PER CUP 2 PER ANGLE ,o m C 41 h o to a f • + . y < U t• � O m d D w COPOCRETE CEMENT BLOCK, II t 11 ju, 1I, gTR,K; pJp U 1 1 I 1 I MULL IX x�2 x�L1Ee- ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE 'F' (INTO CONCRETE 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK ALTERNATE ANCHOR LOCATMN MULL -- - z PER CLIP (I ON EACH-") Me* I u u • • S/1 TAPCONS 1 -3/4" M. EMBED NTO MASONRY 1 PER ANGLE SMS R ANL 'a Z t.7 Y- •: #may ` v n u rn ° u q n n Z i ° Z a ComL.RETE OR -- 11 I I q 3 C O C _ _ CEMENT BLOCK 11 Ii a 2 7 16 J u 11 2X2K 1/B ING + 1 / FLOAT CLP I - I I II ALUM ANGLE [.T .3 I MIN. 1 1 u u m I i i i i w p it 3 1/4" > MIN. E- s MULL Z ® Q z ANCHORS TYPE 'D' (INTO_ BLOCK)' o � 7 a ANCHORS TYPE 'G' (INTO &ONCRETE 04 t a 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK I "x4' & 2 "x4" MULL o x I MULL 6 $ FLOATRdC. CLa' CC COMCRETE oR _ l o `------ - - - - -- CEMENT BLOCK 7 t a I�III S /16- TAPCONS 1 -3/4' MIN, EMBED INTO MASONRY 4 PER CLIP (2 ON EACH O1NG) I ALL CLIPS �ANGLESTO AND INTO TUBTAPCONS AN CLIPS TH ALKALIGRESNSTOANT COATINGS. SUCH AS BITUMINOUS PAOINTC OR WATER -WHITE WETHACRYLATE LACQUER. ..c pL 117 -ID-� • ,,I iI l.. MIN. EDGE DIST. 2 -3/16" CONCRETE OR MIN. EDGE DIST. I 1 -1/ta' r— OR L K 3 -3/4" MIN. ,I a I 3NGTH 3.688' 5.688' 5/1V TAPCONS Ll C - 1 -3/4' MIM. IMBED RRO MkSo tr (([ 4 PER CUP (2 ON EACH WMK) Om O C q Gs] m m ,o to h x rom Nero 3 V o a O a0— i W O H Zz e z a YI W 2 1 3t a Z; , ,3 ] g : O .B Yixy 5 /18' TAPCONS Q 5 4 1 -3 /R' EMBED To V 3 UP { PER CUP (I ON EACN M'IAx:) ACm iNc) � W Z C � S 1 3/4` MIN. e E v -2x6 MULL f P1 C, a ¢ i= - \J11 a M � Q •. 1 O ANCHORS TYPE 'E' (INTO BLOCK) ANCHORS TYPE 'H' (INTO CONCRETE) 4 ANCHORS THRU ix BUCK ANCHORS TYPE 'H' (INTO CONCRETE) CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED INTO CONCRETE OR BLOCK ANCHORS INTO CONCRETE or BLOCK WITH ALKALI- RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR 2'X6" MULL SHOWN 2'X6" MULL SHOWN WATER -WHRE METHACRY(ATE LACQUER, LL FP.,�DUCT R 01 O E. a3?ac� �r s:n P /!� •• t ' V4 IS MIN. EDGE DIST. 5/16. TAPCONS 2 -3/16' CONCRETE OR 1_3/4' MW EMBED INTO MASONRY 3 -3/4" 4' HO` LLOW BLOCK 4 TOTAL (2 ON EACH WRX. MIN. _ �z T-1 1 1 I l 1 1 1 _ 1 1 1 I 1 1 2 MIN.t6 2.4 « 2.6 Mu1 i i i i 1 1 1 1 11 2% 2 X 1 4' LJ L i ALUM 1 1 1 i CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI- RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE ME(HACRYI.ATE LACQUER. MIN. EDGE DIST. 2 -3/16" CONCRETE OR LOCATION OF SCREWS CONNECTING ANGLES TO TUBES WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS. 5/16• UPCONS to 1 -3/4' MW. EMBED RFTO MASNGLE 4 PER A 2 PER ANGLE 1 X 3 1' ALXUY2 X 1 • 2 X 4 3.688' 2 X 6 5.688' 1 O 1 1 1 1 I � L'- ----- - - - - -- -J 1 3' i OPTIONAL ANCHOR DETAIL ANCHORS INTO CONCRETE OR CEMENT BLACK CLIP LENGTH MULL `L" 1 X 2 1.688' 1 X 3 2.688' 1 X 4 3.688' 2 X 4 3.688' 2 X 6 5.688' i. ALL CLIPS AND ANGLES ARE TO FIT SNUC INTO TUBE MULLIONS. 2. WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS, SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10. j 14 S M.S. 2/ CHANNEL, r TUBE MULUON 112 F.H. S.M.S. 2/ SIDE 1 1/B' THE( auM OWiNEL I LENI'T. H TO FIT 1 1 INTO MULLION I Ti1BE YULLXJN MAY BE NOTCHED MW TO ALLOW WSTAUATXIN ANGLE JOINT AFTER ASSEMBLY j14 FH s11s 2 PER CUP ACCESS HOLE 1 -t/2' O.C. MN. 'ell--- lei --- -- --- - - - -- - -- -- 1 I j THIS SCREW CAN BE INSTALLED W EITHER 1 1 012 FM SMS 1 DIRECTION I ' 2 PER CLIP O.C. MW. I 1 1 -3/4' X 2• X 1/8' (FOR 28Y AIM 3/4' X 2' X 1/0• FOR (18Y TUBE) ALUM CUT TO fiT SAXJG INS W BEE ANCHORS TYPE 'I' METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE 'I' TO VERIFY CAPACITY OF CONNECTION PCtdRUCF RE VLUD 9 q' 6;•4h`n1, k Z' ✓.; ALL CLIPS AND ANGLES TO FIT SNUG '��"" "' -"'r mild 20. INTO TUBE MULLIONS. � L'`1Ce TAPCONS MAY BE HEX OR FLAT HEAD. gy U. H O W `hK`rt 6 O mm ° m n amo y z O to 4j o 010 0 Tn _ �= c to z z a ° � i Z s4 z a a � � ° 5 a � O4 z - U. H O W `hK`rt 6 3818 741%4 120 30 1 80 19] I 159 1 159 159 1 15D I 150 150 1 150 1 30 n 1 49 98 1 111 1 150 150 1 124 1 15O I 15D 132 30 cr 39 109 1 67 133 150 150 '150 ffi 160 150 I 150 36 68 w 40 80 92 139 150 103 150 150 110 19 3 37 4 42 66 8 57 114 131 150 159 147 150 150 160 42 43 8 34 fig 79 . 119 150 98 133 150 94 42 79 4 48 50 518 50 100 115 150 150 128 150 150 137 48 84 30 60 69 104 138 n 118 150 83 46 132 54 150 1 44 89 102 150 150 114 150 150 122 54 105 27 53 61 92 128 89 103 137 73 54 st 5 8o es 1 40 Bo 92 138 150 103 150 150 110 so 59 8 24 48 55 83 111 62 93 124 88 8o go 5 66 17 3 38 73 63 128 150 W 140 150 100 58 35 1 22 44 50 78 101 58 85 112 so 55 84 1 72 1 86 1 33 97 78 115 150 95 1E9 150 91 72 35 4 20 40 46 69 92 62 78 103 55 72 94 1 78 150 1 31 61 71 '106 141 79 119 150 84 78 97 1 18 37 43 64 1 85 48 72 95 51 78 144 n 78 23 4 118 150 150 4 150 1 150 80 150 150 150 78 48 8 70 143 150 150 150 150 159 150 150 18 1 81 4 24 68 9 89 150 150 150 150 '60 150 150 159 24 43 j 53 104 121 150 150 135 150 150 145 24 28 2 30 44 5 71 742 750 150 150 150 150 159 150 38 m 4 4'1 84 97 1� 180 106 150 150 118 30 55 3 36 k 59 719 736 150 150 150 159 150 150 36 123 35 70 81 121 15'D L- 138 150 96 36 54 1 6 42 93 1 51 101 N6 150 15D 130 150 15D 739 42 EB 8 30 BD 69 704 138 n 116 150 83 42 99 5 48 157 44 89 102 150 150 114 150 150 172 48 96 - 28 53 01 91 121 68 102 135 72 48 144 64 52 8 39 79 91 139 150 101 150 150 108 54 34 23 47 54 81 108 80 90 129 64 54 21 2 W 36 4 35 71 82 723 150 91 737 150 97 60 21 42 48 73 97 54 at 108 s8 W w 32 64 74 711 148 83 125 150 89 66 19 38 44 68 85 49 74 98 53 7z 30 59 66 102 135 76 114 150 81 72 18 35 40 61 81 45 68 90 48 72 78 27 55 63 94 125 79 105 140 75 78 18 32 37 55 74 42 63 83 46 75 18 107 1ff) 150 150 150 150 150 150 150 18 52 725 143 159 150 '60 159 150 150 18 24 80 15D 150 150 150 150 150 150 150 24 47 84 108 150 150 20 150 150 129 24 30 64 123 14B 150 750 '60 150 150 150 30 37 75 88 129 159 98 145 1517 103 30 35 53 107 123 150 150 137 150 150 147 38 31 62 72 108 143 8D 121 159 88 36 42 48 92 105 15D 150 118 150 150 728 42 77 53 61 92 123 89 103 137 73 42 48 63 40 s0 92 139 150 103 150 1 150 110 48 23 47 54 81 708 60 9D 12D 64 48 150 54 36 71 82 723 150 92 138 1M 99 54 21 42 48 72 s8 9 8D 107 57 54 80 32 64 74 711 147 82 124 150 68 5D 19 37 43 as 88 40 72 98 51 60 66 29 58 67 101 134 75 113 15D 80 98 17 34 39 59 78 44 f8 87 47 56 72 27 53 81 92 123 . 89 103 137 73 72 16 31 38 54 72 Q BO 80 43 72 79 25 49 57 85 113 83 95 127 68 78 14 29 33 50 1 65 37 56 74 40 79 w*CWR /CLV �A� NCi47R/CUP rffA< iM1gN ANCHOR CLIP NOTES: i` U1 1n i O GLAZOOG J PR PRODUCT � 3 ANCROR/CUP F N r N C W1 W2 HORIZONtAL MULLION SPAN TYPICAL MULLION CLIP ARRANGEMENTS 1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 6, 7, 8, & 9 FOR DETAILS AND NOTES. 2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. @ 8 84 9 97 1 14B I ISO 1 z 150 1 vVITM MUUJON o ro m t 34 6 67 n n 1 1'18 1 15D 8 1XA m o1A294o 150 9 PRODUCT PRODUCT 58 6 65 9 97 1 cr 72 1 109 1 144 7 77 n 24 4 49 5 i` U1 1n i O GLAZOOG J PR PRODUCT � 3 ANCROR/CUP F N r N C W1 W2 HORIZONtAL MULLION SPAN TYPICAL MULLION CLIP ARRANGEMENTS 1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 6, 7, 8, & 9 FOR DETAILS AND NOTES. 2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. @ 8 84 9 97 1 14B I ISO 1 106 1 150 1 150 1 118 r ro m t 34 6 67 n n 1 1'18 1 15D 8 87 1 130 1 150 9 93 28 5 58 6 65 9 97 1 W1 W2 HORIZONtAL MULLION SPAN TYPICAL MULLION CLIP ARRANGEMENTS 1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 6, 7, 8, & 9 FOR DETAILS AND NOTES. 2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. @ 8 84 9 97 1 14B I ISO 1 106 1 150 1 150 1 118 r ro m t 34 6 67 n n 1 1'18 1 15D 8 87 1 130 1 150 9 93 28 5 58 6 65 9 97 1 129 7 72 1 109 1 144 7 77 n 24 4 49 5 55 B BS 1 111 @ @ 9 93 1 120 6 68 w 21 4 42 4 48 7 73 9 97 5 54 6 61 1 108 5 58 O 19 3 37 4 43 6 66 8 88 4 49 7 72 9 98 5 51 o 17 3 34 3 39 s s8 n n 4 43 8 86 8 87 4 48 4 15 3 31 S S 5 53 7 70 3 3a 5 59 7 79 4 42 = 14 2 28 3 32 4 49 1 1 85 3 38 5 54 1 1 72 1 1 39 1 13 Z ZB 3 30 4 45 8 80 3 33 5 50 1 1 67 3 38 a 61 1 102 1 117 1 150 1 150 1 131 1 150 1 150 1 140 38 n n 9 99 1 132 1 150 9 98 1 148 1 150 1 105 31 6 61 7 70 1 105 1 141 7 79 1 119 1 150 8 84 2B s st 5 59 e es 1 117 e e9 9 99 1 131 7 7fl 22 4 44 5 50 7 78 5 59 8 85 g 50 18 3 38 8 44 8 88 8 88 8 .H 4 74 go 5 53 17 3 34 1 1 39 5 59 7 78 4 43 8 88 8 87 4 47 15 3 31 3 35 1 1 53 7 70 1 1 35 6 69 7 79 4 42 14 2 28 3 32 4 48 8 84 1 1 34 1 1 86 1 1 72 3 38 73 2 28 2 29 4 44 5 59 3 38 4 49 8 88 3 35 4 12 2 24 2 27 4 41 5 54 m m 4 45 6 61 3 32 c 47 9 94 1 108 1 150 1 16D 1 120 1 150 1 150 1 128 4 35 7 70 8 81 1 121 7 750 9 97 1 138 1 150 9 95 0 23 5 55 a as 9 97 1 129 n n 1 103 1 144 n n 23 4 47 5 54 8 81 1 109 ® ® 9 99 1 120 6 64 G 29 4 40 4 48 8 89 9 92 4 4 7 78 1 103 5 55 k 16 3 35 4 40 8 81 1 1 81 4 45 6 68 9 9D 4 48 a 76 3 31 3 36 5 54 7 72 4 41 6 60 8 80 4 43 j 14 2 28 3 32 4 4 6 65 3 38 5 54 1 12 3 39 13 2 28 2 29 4 44 5 59 3 33 4 49 6 68 3 35 12 2 23 2 27 4 40 5 54 m m 4 45 s se 3 32 11 2 22 2 25 3 37 s s0 2 28 4 42 5 55 3 30 k 445 9 90 1 103 1 150 1 150 1 115 1 150 1 150 1 123 34 W W n n 1 116 1 150 6 67 1 130 1 150 9 93 27 5 54 1 6 62 9 93 1 124 6 69 1 104 1 138 7 74 22 4 45 5 52 7 78 1 103 E EB 8 87 1 115 6 62 19 3 35 4 44 W W 8 88 4 48 7 74 9 99 5 53 17 3 34 5 59 n n 4 46 8 85 8 87 4 46 15 3 30 3 34 5 52 6 69 3 38 s s8 n n 4 41 13 2 27 3 31 4 47 8 82 3 35 5 52 8 89 3 37 12 2 24 2 28 4 42 5 58 3 31 4 47 6 6:3 3 34 11 2 22 2 28 3 39 5 52 2 29 4 43 5 58 3 31 10 2 21 2 24 3 36 4 49 2 27 4 40 5 53 2 28 Rome '2 � "r >o <.'Saa d'.1ae '2012 ��tBlt 41 t i i 1 0 Z c 1 A o G1 0 z _ 6 1 w� s zZ � U 6 p�q1 a r z4 a U t i i 1 0 Z c 1 A o G1 0 z _ 6 1 w� s zZ � U 6 p�q1 a r z4 a U V=2�a %Acj�k llwfflmftl M lAM h 3 MIAMI —DADE COUNTY, FLORIDA s PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 206 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315 -2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) mmplamidado.g.9yAullding Lawson Industries, Inc. 8301 N. W. 901" Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Section-and accepted by the Board of Rules and Appeals (BORA) 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. BORA 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 "La Porte" $10" Outswing Glazed Aluminum French Doors - L.M.I. APPROVAL DOCUMENT: Drawing No. FD -2003, titled "La Porte - Impact French Outswing Door", sheets I through 6 of 6, prepared by the manufacturer, dated 12/12/2002 with the latest revision "E ", dated 01/27/2011, signed and sealed by Thomas J. Sotos, 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 and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and supersedes NOA No. 10-0128.04 and of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. IAMI• AD@ UN•rY � •G�,��`� NOA No. 11- 0202.03 e �y�11 Expiration Date: June 05, 2013 Approval Date; March 17, 2011 Page 1 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. FD -2003, titled "La Porte — Impact French Outswing Door ", sheets I through 6 of 6, prepared by the manufacturer, dated 12/12/2002 with the latest revision "E ", dated 01/27/2011, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 --94 along with marked —up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI 11 3201, issued on 01/06/2011, signed and sealed by Candido F. Font, P. E. 2. Test reports on: 1) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 along with marked —up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI -09 --2623 and HETI 49 -2645, issued on 10/22/2009, both signed and sealed by Candido F. Font, P. E. (Submitted under NOA No.10- 0128.04) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked tip drawings and installation diagram of altiuninum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI -09 2624 and HETI -09 -2646, issued on 10/22/2009, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 10-0128.04) 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI -04 -1377, issued on 03/08/04, signed and sealed by Rafael E. Droz- -Seda, P. E. (Submitted under NOA No. 05-1116.06) 5. Test reports on: 1) Tensile--Test, per FBC, ASTM lr8 along with marked —up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI- 02 —TO95 and HETI- 02 —T090, issued on 01/13/03, both signed and sealed by Rafael E. Droz —Seda, P. E. (Submitted under NOA No. 05- 1116.06) Jalme D. Gase n, P. E. Product Control Section Supervisor NOA No. 113202.03 Expiration Date: June 05, 2013 Approval Date: March 17, 2011 E -1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 6. Test reports on: 1) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 2) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI -04 -1897, HETI - 04 -1896 A and HETI -04 -1896 B, issued on 03/12/2004, all signed and sealed by Rafael E. Droz —Sella, P. E, (Submitted wader NOA No. 05- 1116.46) 7. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202 -94 along with marked —up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI -02 -1253, HETI -02 -1726, HETI -02 -1728, HETI -02 -1736, HETI -02 - 1742, HET142 -1763 and HETI 42 -1765, issued on 01/14/2003, all signed and sealed by Rafael E. Droz Seda, P. E. (Submitted under NOA No. 45- 1116.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by the manufacturer, dated 12/12/2002 with the latest revised dated 07/02/2010, signed and sealed by Thomas J. Sotos, P. E. Complies with ASTM E1300 -98/ 04 (Submitted under NOA No. 10 -- 0128.04) D. QUALITY ASSURANCE 1. Miami —Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10- 0413.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/26/2010, expiring on 01/14/12. 2. Notice of Acceptance No. 10- 0922.09 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 12/24/10, expiring on 12/11/11. Jaime D. scon, P. E. Product Control Section Supervisor NOA No. 11- 0202.03 Expiration Date: June 05, 2013 Approval Date; March 17, 2011 E -2 Lawson Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (coN wun) 3. Notice of Acceptance No. 06- 0216,06 issued to Solutia Inc. for their "Saflex HIG Clear or colored interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of compliance with the FBC -2007, dated February 02, 2011, signed and sealed by Thomas J. Sotos, P, E. 2. Statement letter of conformance and no financial interest, dated February 02, 2011, signed and sealed by Thomas J. Sotos, P. E. 3. Proposal issued by BCCO, dated July 27, 2010, signed by Ishaq Chanda, P. E. 4. Laboratory compliance letter for Test Report No. HETI -11 3201, issued by Hurricane Engineering & Testing, Inc., dated January 06, 2011, signed and sealed by Candido F. Font, P. E. 5. Proposal issued by BCCO, dated March 26, 2009, signed by Renzo Narciso. (Submitted under NOA No. 10-0128.04) 6. Laboratory compliance letter for Test Reports No.'s HETI -09 -2623, HETI -09 2645, HETI -09 2624 and HETI --09 -2646, issued by Hurricane Engineering & Testing, Inc., dated October 22, 2009, signed and sealed by Candido F. Font, P. E. (Submitted tinder NOA No. 10-0128.04) 7. Laboratory compliance letter for Test Reports No.'s HETI -04 -1897, .HETI -04 -1896 A, HETI -04 -1896 B, HETI -04 -1377, HETI- 02 -T095, HETI -02 T090, HETI -02 -1253, HETI -02 -1726, HETI -02 -1728, HETI -02 -1736, HETI -02- -1742, HETI -02 -1763 and HETI -02 -1765, issued by Hurricane Engineering & Testing, Inc., dated 01/14/2003, 03/08/04, signed and sealed by Rafael E. Droz -Seda, P. E. (Submitted under previous NOA No. 05- 1116.06) G. OTHERS 1. Notice of Acceptance No. 10- 0128.04, issued to Lawson Industries, Inc. for their Series "La Porte" 8'0" Outswing Aluminum French Doors - L.M,L ", approved on 04/04/10 and expiring on 06/05/13. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11- 0202,03 Expiration Date: June 05, 2013 Approval Date: March 17, 2011 E -3 I L -901 I LIT-0119 I IFRAME HEAD 6063 -T6 ALUMINUM - 2 L -902 LO -097 1 FRAME SILL 6063 -T6 ALUMINUM 3 L -903 Ltl -M 2 FRAME JAMB 6063 -T6 ALUMINUM 4 1-904 1.11-096 2 SIDELITE JAMB ADAPTER 6063 -T5 ALUM" S L-906 L11 -092 2 X Pant PANEL TOP L BOTTOM RAIL 6063 -T6 ALUMINUM 6 L -907 LTI -041 I x Panel M04GE STOLE 6063 -T6 ALUM" 7 L -903 Lit-C" I . Panel LOCK STILE 6063-TG ALUM" 8 L-909 LII -093 2 x PerN1 TOP 6 BUTTON RAIL ADAPTER 6063 -T5 ALIDRNSiM 9 1.-911 LU-08S AS RE%ra 1114 ROUND ALLRI DEAD - 7/16• 61163 -T5 ALUMINUM 10 L -912 L11 -0117 AS QMD 1/4 ROUND ALUM. BEAD - 3Ar 6063 -TS ALUM" 11 FO -624 -e L -908 .2 . Patrol HINGE LEAF ASSEMBLY 6063 -T5 ALUMINUM 12 VVS -001 ■ AS REVD. BULB VINYL WTS-P. Twn Plastics Co. #3286 13 PVs_001 ■ AS REDO. WTS'P. 8 TIXY&ITT. RAILS Schlegel FS - 187'■. X 2107a 14 PWS -002 x AS REOa WTS'P. B FRAME HEAD L JAMB Schlegel PB - .187`.. X .33&K r. 19 r■.-va FO- 621 -2 -__ - 024/025 Pa e . nel I SET LTA FLUSH MILT MM LOCK / DEAD 1I.T SET Of TOP L BOTTOM OF LOCK STILE) KWIXSET - Smlae 690T COMBO e0 FD- 621 -2 -w /NOES I SET DOOR LOCK / DEAD BOLT SET SCHLADE - SaMes F2330 CONBC 21 FD- 621 -2 HC- 024/025 l SET DOOR I= / DEAD BI2.T SET DEFIANT - Sertes 831 COMBO e2 ■ FS -MS AS RMIL Frame Insta4 Screw - Heed 9116•- TAPCON ( Sw Notes) 23 ■ FS -039 AS RECD. Frame Mgt*& Screw- Janb/Stl S/16•- TAPCON (See Note!) 24 ■ FS -026 8 FRAME ASSEMBLY SCREW #12 X 3014• PK -PML 24 ■ FS-012 AS REMIL JAMB ADAPTER SCREW 1010 % 314• PH -PMI. 26 FIIi34 I LII -171 AS REO'A V4 REM ALUL DEAD - ItAf 6063 -TS ALUMtNUAM 27 w FS -043 8 GLAZING ADAPT. ATTACK SCREW 188 X 1 lA' FH-PM. 28 ■ FS-0/9 21Po.nrt Oeuble Not Assembly Scrw 3Arx2 V4' Hex Serve L Nut an ■ . I . AS RECD. INLUTFAL CURE SILICONE Trenco S-SN 32 ME-010 ■ ■ AS RECD. Lomhateo Gage sal PC. 4 Dupont - Sentry Wass Pita 33 AS RMIL ■ ■ AS REW Lonbated Wass we Pg. 4 Dupont - PVB 34 INT FALSE APPLIED MUNTIN ■ . AS RaM Lonirated Glass sal PD. S Sari" - PVD 35 6063 -TS ALUMINUM - 4' long . MC-1102 2/Pnne4 PANEL ASS-Y AUK PLATE 1 14e'x 2'x V8' 06063 -T4 ALUM) 36 46 ■ HC -004 2/P*vel Panel Ag8y Full Lernpht Roo 3/8'01a. -20D Rao. Plate. Fia.w Rut 37 FD -626 ■ FS -en 8 MINCE ATTACHMENT SCREW $to X 3/4• PA /Pig, 311 1 FD -627 -1 ■ FS -044 1 12 SIDELITE ATTACHMENT SCREW 1.10 X r PH/PHIL - 07. OC M..a 40 ■ - MC -007 2/PanM - rm. nui.r. - WWX MW 7 /9' DIA tCLE - NYLON, PLUG Mtt7GPLASTICS s68PPOSODGt4 MICQIMLASTICS D62PPOB7D011 41 w ME-010 I/DGLT FLUSH BOLT -NYLON SILL PLUG' SUNCOPLASTICS 42 L -913 L11 -086 AS RMIL t/2 ROUND FALSE ALUM. MU(TIN 6963 -T3 ALUM" 43 w ■ AS REQ'A INT FALSE APPLIED MUNTIN 124' X 1122' STOCK ALtMINIDt 44 L -913 F0-623 Z REM FRAE MEAD SHEAR PLATE 6063 -TS ALUMINUM - 4' long 4S L -916 L11 -117 AS iCQ'a FRAME LW SILL - OPTIONAL 6063 -T4 ALIRIFNRM 46 FD -634 MC -DSO I TV8 -POINT FLSHDILT LOCK OPTtGM ( FOR •/- 764 pof BP) 47 FD -626 FO -628 -1 2/PanN FLUSH BOLT IDIIDE ANME 1 1/e'x 1 V2'x 118' ALUM. ANDd.E 48 FD-6e7 FD -627 -1 e/Ponel Two -Paint Lark Molt GUIDE AMME 3'x 3'x 1 1/2'x ]/g' ALID1. AMME 49 ■ ■ REO'D.- Joint Sealant- White Catered 'Purvis Co.' Super Swl 50 FD -638 HC- I SET LOCK ACTIVE HANDLE L TRH6ET ASHLAND 01W5MA -A 31 FD-637 HC- I SET AULTi -POINT LICK ACTIVE ASHLAND VWMHI- STACT4 42 FD -640 HC- 1 SET LOCH PASSIVE HANDLE L TRINQET ASHLAND IWSMA -P 33 ro -iin MC- I SET MULTI -POINT LOCH PASSIVE ASHLAND IIVSUO0 STPAS4 44 FA -641 HC- e x panel Mutts -Pwnt Lack Salt GuW NYLON WADE 44 w FS- 4/Guide t Endde AttnClwnent Foste.wr 06 . V2• PAVPH11_ 46 _ FD-642 I FO -643 I HC- HC- It 1 . Lock lack . Lack ILoCk Top Mount Adapter Bottom Mount Ad-t- NYLON ADAPTER it NYLON ADAPTER 145 i /e' Nor Unit 1Adth Sidetite Swing Panel Width Pones Vf.th C 33 13/16' max:) A (35 3/16' max. 1 S' 1 AL1F7001TE BOLT J OPT AT SHEET/ \ Max.PDL13 Width Active inactive F it ro 6 LIE' cc j d Sidelite / dead -cwt / m g �_ \ Side lite B e_�e- T _ - _ - -- 1 9' ANCHOR RTES: 6' 6• 6' 1. SEE ELEVATION AT SHEET 1 OF 6 FOR 5 �i 11.x' 6• 7 AN�}IOR O.C. MAX. SPACING 0 10 LOCATIONS tat sidelite) 5 3/ - 2. SEE SHEET 4 OF 6 FOR INSTALlAT10N of i/4 u��m� oo a 4 4/11 t4 a 4 FASTENERS TYPES, nCtWe pan'neU kac We paneO 3. SAME ANCHOR SPACING 0 FRAME HEAD & SILL m �� PRT>f DcrI 6VWRID, ; Isom yBNDsdtbdmlRalds 1). THIS PRODUCT IS DESIGNED AS PER 2007 FLORIDA WILDING CODE. 2)• � SM � REQUIREMENTS OF ASTM -E1300 AS PER CHAPTER 24 OF GVI $ WDOD BUCKS By OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER & TO BE REV"ED BY WILDING OFFICIAL LOAD TO THE 0M. onaoi 4). ANCHORS S14ALLEASLISTED. AMID SPACED AS NOTED ABOVE AND ON DRAWING DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SMALL BE BEYOND WALL DRESSING OR STLCCO. I). QUALIFIER SINGLE & MUL71KX PANELS (SEE RLBYATION9). S). SEE MM m SHEET 4 OF 6 FOR tNTALLATKHN FASTENERS TYPE. 2). QUALMES UNITS WITH AND WITHOUT SIDELIY'&S 6)• ANCHORING OR LOADING CONDITIONS NOT SmONN IN THESE DETAILS 3). MALL FRANR 3128 146 1 /E -w. X 95 3 /4-h. OXXO ARE NOT PART OF THE APPROVAL 4). BIT & INT FALRR COLONIAL MUNTM APPLIED M /SMICONB. IMITATIONS: 6). QUAIFIBS SINGLE OR DOUIBE BOTTOM RAILS 1). MAX. OP m 066 PSF W/ (4) Surface BaRS & Glow Types A S. C & D. 8 - MAX. DAYLI76 OPENING W[GM ■• 25* (SEE LOCATION DETAILS O SHEET 3 of s) 7). MAX. DAYLITE OPENING ARIGHT o 83 I/B- 2). MAX. DP - 376 PSF W/ 2 -Point Lack (octha)4 (2) Surface Bats at Inacthni 6).-SEE ELEVATION AT )MELT 1010 FOR MAX. ANCHOR SPACING 3). MAX. OP a 076 PSF W/ Flat Sit & moat be used rhero water infDUotbn is 0 ALL DIMENSIONS SPSCW= ARE IN INCHES not required or opening is Protected by overhang rot'o greeter than one. 10). NO BljUTTIRS ARE M MMED 4). MAX. DP - *86 PSF WS W// MWtt- Point - ocGve)a(t- pesske) of inactive R::. Wo iJl d 'L/ l 7 / apth"Mil � 03 and petal MEDLEY, NW 90th $t. Iii • : o wmp{y ■/ PBCBQD4 - I1 /O1 /a9 . S-ss 433066 o eonply «/ 1'8C11pQ7 &added CAMP'" iNNt OP 4VALTrr AWAWMW VMQRS AND aAn BMW Gisi s 01/811/10 A.■ 0W. Ah.v Van -Point Lack 01/27 /11 NoAn "PW.L • oV.. �, �� o /27 11 «La Porte" Impact" French Out -Swing Door 4 • ♦ ^ O �° Nelson Erido, ti n FO -2003 I"'°' -- ""- .r- Im F/a' May UNt Vmth I � � 6 AT C 35 3�/16t•�naa--! DP 01Aes TTPB(DO .A. .e. + /-(Psn n n 0 DP T�b` + / -tP6�T FI 143 1/2' Mey TINY Vmth I e SEME II EWUOE SOtT ] et E AT SMELT / p PaM V C 33 13/16' ne. A 3553/16 max. 7 9 !760 InBctivl A tip 3 Y � _ rra..q� t i B\ I C 23 3/16• ,760 !760 S !860 29 3/16• !760 0 S l86A it 5760 *760 N +B60 6 !76.0 V76A ♦760 10 U4• M I/4• 22 1/4• 28U4• 1/4' OPERABLE q3- ■wS PMHI. �p •760 ft �� ♦760 3/16• !760 >F /16' •760 ♦760 divvpe WM 3/16• L s760 !760 A /Ct�ve #4 I I U 3/16• 7 I� P rs ® J ^ Q "OXXO" ELEVATION ANCHOR NOTES: 1. SEE ELEVATION AT SHEET 1 OF 6 FO AgNCFIOR O.C. MAX. SPACING LOCATIONS. LOCATIONS. 2 igM � 6 FOR IN5TALUlTM lag 73 SA6• May wt WdS�t[h[TgiA —M, � ` T da DP 01Aes TTPB(DO .A. .e. + /-(Psn n n 0 DP T�b` + / -tP6�T FI 143 1/2' Mey TINY Vmth BRIC 1T • e SEME II EWUOE SOtT ] et E AT SMELT / p PaM V C 33 13/16' ne. A ( 3553/16 max. 7 9 !760 InBctivl A tip 3 Y � 17 3/l6' ♦76.0 i B\ I P 23 3/16• ,760 !760 S !860 29 3/16• !760 0 S l86A it 5760 *760 Wx +B60 3S 3116• !76.0 V76A ♦760 10 U4• M I/4• 22 1/4• 28U4• 1/4' OPERABLE q3- ■wS PMHI. �p •760 II ♦760 3/16• !760 >F /16' •760 ♦760 divvpe WM 3/16• L s760 !760 A /Ct�ve /I6• -76.0 U 3/16• +760 p ® B -_ Q "OXXO" ELEVATION ANCHOR NOTES: 1. SEE ELEVATION AT SHEET 1 OF 6 FO AgNCFIOR O.C. MAX. SPACING LOCATIONS. LOCATIONS. 2 igM � 6 FOR IN5TALUlTM lag 73 SA6• May wt WdS�t[h[TgiA —M, — PoMM�1 W/th J of a DP 01Aes TTPB(DO .A. .e. + /-(Psn I DP T�b` + / -tP6�T FI H BRIC 1T • V" • 10 U4• 16 U4• 22 1/4' 28 1/4• 30 U4• 34 U4• / p S A II 3/16• !760 InBctivl A tip 3 Y � 17 3/l6' ♦76.0 i B\ I !1160 74 112• May INdt YIOth S {� 38�t wth L h gEE U•dt Vhtth wd� A OP AT 1 a�}[ I'IOtx. 7 SME 1 ti I P A Xj P I I � - =6 C `. sdq ti i- ` I 1 7E�M�}� MY- At SME'•' T � a B AT SIREi T "OX" ELEVATION m a X ELEEVATION "0" ELEVATION �b �>F CL t� 1. ALL ELEVATION$ ARE A CRAPHIGO. REpRE$EIdTATpN VIEWED FROM THE E%TEGR 5OE. 2. FALSE COLONIAL L T. ARE ,Pl. W/ SILICONE AND ARE AVAIgIyApB�LpEgA�S WO�PTT�{IONAL 3. P�AN�E BOTTOIA RA0.S. SINGLE �TTgA RAIL 4. OUT -SWING DOOR Wf"UT INSECT SCREEN. M0MvjftWftbftFI0dft �i 8WHIns Cade P® ATb - 'LaParta' IMPAC? FMCH OOT WM DOOR - D89H87 LOAD CRAW Na1te) (968) .___M or ARLaoR /an DP 01Aes TTPB(DO .A. .e. + /-(Psn PANEI e DP T�b` + / -tP6�T PSP Tm 'C' Tyn -0 + /-( + / -t 2" • BRIC 1T • V" • 10 U4• 16 U4• 22 1/4' 28 1/4• 30 U4• 34 U4• 7r �) S !86.0 II 3/16• !760 ly6A !76A 3 -B60 17 3/l6' ♦76.0 +760 3 !1160 23 3/16• ,760 !760 S !860 29 3/16• !760 !760 S l86A 31 3/16' 5760 *760 S +B60 3S 3116• !76.0 V76A ♦760 10 U4• M I/4• 22 1/4• 28U4• 1/4' OPERABLE q3- ■wS PMHI. 3/16• •760 ♦760 3/16• !760 /16' •760 ♦760 WM 3/16• l76D s760 !760 /I6• -76.0 !760 3/16• +760 B7 Bn as ' D P1Ut971HV.93 RMCAM I AT FUK JAu.ON6 C MB. T70E. Hadalon Roten �� !a _ $ •/ optloeal flat aW aad $ petal /v/��// ►.``1J' t(' ••. to °"� look 4 /OS /W 851`A SL M"+S RrPlaad b Y17 �/ — 11/01,05 FLORIDA 33169 "�'$ • S �, y Redisd to ku 01 r/ FBCEOOf A: added MIMMr w"* OF' qwu" AL wmv W N0808 AMO )%S Ww9s OOORf r T�" IaaM4Ced Olga int Lm 0 � M 1b.1�.A MM1E -IMat /g01t O1 x/11 MM *PMVA. " � Fpry jpOR d ! or 6 oP••:�tv�:£� Ae11eA °"°o1 /A Al La Porte Impact' French Out —Swing Door v�� Relaoa Brasa 01 ,6=710 awm syiy.." n.w." e.t.a, a•y�A•� w� � -2003 AY."Yy 6.we mr,4 -��5.11�1 //6• TAPCONNN��VDO/,, CS&2 MTESE2AE FOR SPACING) _2* 1%1V1j W�H HULK � ) I I r -!• MAX SMM TYP. MULLION Sktetlte 1Jidth 14 Panel et W Width 1 j' MIN EMBED O O TYP INTERIOR SIDE EXTERIOR f 2 slU height 'V= „%- •i.k`N,':� .5 ,.(, .►'�1• J' 1 M' MBED • 1RVVI= s SAV TAPCON V/ 1/E' MN EMILHO., , S EE RTES HELOV FOR SPACINGI A� �3 B OPTIONAL - DOUHL•E BOTTOM By RAIL DETAII Dm1e P(oa�( VIV TAPCON W/ INTERIOR SIDE (SEE NIDGTESNIHELOVEF� SPACING) LOCK STILE 3 4 3 : =.: 20 21 15 16 MULLION JAMB �''" 46 :.,v, Aettve � 38 � Iiw�tive l;! 12 �Skuantet7 1 12 � 23 '•` "y.. .��it��1� -!'�� =fin �•�' ' II� © '0 r )E O UNIT* WIDTH TINO -POINT MULTI-POTNT MAX. OP . !76 PSF VAX OP . *80 PSF OPTIONAL LWK DET rt e 38 l Active Inactive OPTIONAL BOLT O TOP RAIL. Active Inactive E3 �o 6PTTONAL H(N.T • H07TOM RAH. t SEE DETAIL E2 FOR MOUNTING LOCATION > FLUSH BOLT A, TWO -POINT LACK LINRATIONS: 1). MAX. DP - t86 PSF W/ (4) Surface Brits & Gloss Types A, 8, $ C. �2). MAX DP . t76 PSF W/ 2-Pokd Lock (0c6ve) +(2) Surface soft O Inactive AWA NO M 1. SEE ELEVATMN AT SHEEP 1 OF 6 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS. 2.EE� OFS 6 FOR INSTALLATION lE ^; r-awllle L!� B3 (•) 12 OPTIONAL SILL I,� •?a•i• D,`•7 ¢'M♦itN EMHE�D SAW TAPCaM V/ TYP gEE; ESE OILV 1CM SPACING) !') FIT 3111 R 2 DOORS t SOKLITES WITH THIS SILL TO DE 95 1/ <• MAX FRAME NEIGNT. THIS TYPE OF SILL IS LIMITED TO -/- 768 psF M3tGN LOAD AND MUST HE USED WHERE WATER IwILTRATIR( IS NOT REQUIRED OR THE EXTERIOR OPENING R PROTECTED WITH AN EXTENDED CEILING OR ROTS OVE04MG GREATER THAN OR EQUAL TO THE HEIGHT OF THE WALL WHERE THE DOOR IS LOCATED, w OVISWA Noires ReYNsd r/ optto0al tLt s0I sml 8 I+L 8501 NW 90th �. ®1 F' ��i ty14 % i look 6 /x /14 ReYlAed to eempty r/ P8C�04 - II /0l /� .i /L .4 I / AJ MEDLEY. 6-8660 33188 (305) 696 -EO6o 55225 + * . Reef ed to comoy r/ PaCeoo7 a added Iwh4d Oran 01/88/10 I/AROPACTUARA Of OVALAT AM MM NWVM AM aAS8 OOOIte teed MAIL -P*W leek Ol/8Y /Il = a— / .R (Tw /4A1 t APPOWM yp F OOpp Tom" ' S OF e "La Releen C.. Ol /eT ll Porte" Impact" French Out —Swing Door aw aw Neison Braae of to MQp ,�•r a .a a.ls. ArJYrw n A1n Mx ...e..re. FD -2003 ♦. s^I ~ � I C 5/16 TAnON V/ V+�•• �E B:= FV IIACIM INTERIOR SIDE y 3 JAI"}g 19 0 21 LO K STILE J9 Q r 1 46 EXTERIOR SIDE TAPcON V/ MIN EMI EV. r I OTES FOR SPACDBD. E`M O a q INTEMOR SIDE I I JAMB 5/16•• TAPCON v/ EXTERIOR BIDE 7rn14 C BEMOV FOUR SPACM 31 6 WMATION FASTEIQERS Now.! OMMOR SIDE J °1X SUCI • MMIMUM REMMED F STCMRR LpMTN EXTERIOR SIDE INTERIOR SIDE LOCK STIL£ ' 2 LOCK STILE 3 19 20 21 'hX MM a aCAtRRin Ceerruee •�_ `Y' "`• • -. ; 19 21 31 7 S6.L: 5/16" x 2 1/4" Lang TAPCON(•) JAMB: r 17 7 ,. MX ooil Active E2 12 AND I /6' MAX SHIM SPA Actve 9 t0 MIN a 5116• TAPCON V/ NIN WIS SEE NOTES Fdt SPACING '�•"�" I x CP.T.) ~. i.a �; ° V000 BUCIf 1 //• 1Nx. SHIN TYP. 4 2 36 SNteOte a Attachment Ser t 6 SC"" R each SW@ or jambs, - le total Per std.Vte > Vr=OR SIDE $1 23 / :1 V r: I 4•L �... ht SILL '�••::V ?/ 11' MIN EMBED •'• „�••'�� .�� "� •1 �' MIN EMBED• �TYP •' '•�'.:t�I•i� ': t • .�. r,)� TYP --5/l�l//6• TAPM VI 1SEE URTALLAT 1 NOTE$ FOR SPACING) JAMB 4 ION/ Wimia H SIDE Active v 5/16•• TAPCON v/ EXTERIOR BIDE 7rn14 C BEMOV FOUR SPACM 14 WMATION FASTEIQERS Now.! OMMOR SIDE J °1X SUCI • MMIMUM REMMED F STCMRR LpMTN EXTERIOR SIDE INTERIOR SIDE LOCK STIL£ ' 2 LOCK STILE 3 19 20 21 'hX MM a aCAtRRin Ceerruee •�_ `Y' "`• • -. ; 19 21 31 7 S6.L: 5/16" x 2 1/4" Lang TAPCON(•) JAMB: r 17 7 ,. ( ) \r Active E2 12 AND I /6' MAX SHIM SPA Actve 9 t0 • ALL TAPCON LENGTHS "a' spECIFIED An M ume •::i: y: EXTERIOR sty 2) ANCHOR MAX SPACING AND LOCATIONS ) O 8501 MIR 9DN1 s,. LA WS ON •, �l1aW flat WI Amt E polal L_JG2 fit" to amply e/ p6C8007 i added a olao at/es/lo, MANWACJURBR oY 0016IIY ALWA OW etMODIS AND ales DOORS lack Mutt-Point lack 01/97/11 EXTERIOR SIDE -UNIT MID' o u "La Porte" Impact" French Out — Siring Door ` Nelson Eraso 01/0,2-2/lo i MUUOR SIDE 50 51 INTERIOR SM 4 ION/ Wimia H SIDE Active v v LOOK STILE 12 EXTERIOR BIDE 7rn14 G3 H3 14 WMATION FASTEIQERS Now.! °1X SUCI • MMIMUM REMMED F STCMRR LpMTN EXTERIOR SIDE BEAD: 5/16" X 3 1/2" Long T SILL- 5/16' x 2 1/4` Long TAPCON(• 51 INTERIOR SIDE JAMB: 5/16' x 2-3/4- Lo" TAPCON(•) 2 MULLIONS: S /18" X 2 1/4` Lon TAPCON(•) I.1 TyattnN HY 6R •Btt1l,�,nvlr LOCK STILE 'hX MM a aCAtRRin Ceerruee •�_ 56 5 BEAD: 5/16• X 3" Long TAPCON(•) 7 S6.L: 5/16" x 2 1/4" Lang TAPCON(•) JAMB: Inactive 5/16' x 2 1/4' Long TAPCON(•) WUMNS: 5/16• X 2 1/4' Lang TAPCON(•) (.1 7APC8N BY rn• DR m mvv NOTES: ALi__PA.4TRNP.'RA�x/ I t/2' ttHt EttNFTfMrNr E2 12 AND I /6' MAX SHIM SPA • ALL TAPCON LENGTHS "a' spECIFIED An M ume EXTERIOR sty ( WE SMATI N AT SHEET I or 6 pa ANCHOR MAX SPACING AND LOCATIONS ) A Naleri 8501 MIR 9DN1 s,. LA WS ON •, �l1aW flat WI Amt E polal loan 6/06/04 _ y / pBCE004 - 11/Ol/OD MEDLEY. FLORIDA 33166 (305) 896 -6660 to amply e/ p6C8007 i added a olao at/es/lo, MANWACJURBR oY 0016IIY ALWA OW etMODIS AND ales DOORS lack Mutt-Point lack 01/97/11 M IroA AAIOeAI PAPA" "'t"m 0*7 � 4 a A " New cr'� o u "La Porte" Impact" French Out — Siring Door ` Nelson Eraso 01/0,2-2/lo -' t MUD: ATTAOKAT Mk= OfCME W AttEpt. SItvS Ate .ta .air rx.nw- )� � NEATIaRtfQP rKE W �_ ta.L ,.ouncti _. -.._. FRAME ASSEMBLY DETAIL SIDELITE/7AMB (ATTACHMENT DETAIL �� .488" O A Lm tad Glass by Du -NS nt --Glass— "A -men SILL SEALANT DETAIL �� tSEE TAE.E V/ CORRESPDNa1 3/16• An Wd A9b DuPont SGP interloyer MDM MEASU TO tE ITAL D SMM m .A, 1/4 RODfld Tent - G1aa 7 7 e B' Bead s t0 OBBCRIP7lOtt / xmr GLAZING DET IL #I � spoon 6W Aewaled Ago' DuPeM PVS Interla 3 IIe• Arvaalee r 940 0 mina Glass U. - ass C ITEM T-ft Wr DMM 34 •�- MUM XTTRCNKW 1/Q• pent- Strengtt.eewd Qaus R DFPTe L11D -- . SMM AM 3 M . Lr AxNMA. I HINGE ATTACHMENT DETAILS A,= 1 17 MI, / � MA0 MDIa; t[AF m /oDR "ND@ ATtATaMpT AtF MIT AAD WMM } 'Moon" A"'"'te• PANEL ASSEMBLY DETAIL A=M ne.E ram 101M LOT JNa 1 1114 SMS in SELF DRftLUTl SCREWS 014 SMS OR SELF mgLL {NG SCREWS INTO RIMS STRUCTURE MITI Ncm STRUCTWE tSEE NOTES r S/MCIA67 ME NOTES FM SPAEDIW 1 �MR1 ESGC DoT. p 0,T3 6063 -TS NItU r EDGE MT. II LFy . 36 g57 M1W REFER M MEL TIRIE W OOLIpRI RIANI -DADE WA TO BE PUTED TGR TPAD Lx, 111• RAIL SHIN TYP. U4�' IMXIMX. SHIN TYP. I UP MIN EDGE DIET 3116• EI20 TAPCON W pet 3/16• TAPCON V/ L I f/E' !ON ENSEA [<DOE DIST /2' NON EN IL INTO COLIC. I ME NOTES FOR SPICING) �1 NOTES I, SPALINW CCW C. TO lE 3 1IS1 MIN) • e... GEet MITE 43) i er o: :..�r . :'t: . ti. ;f'• •Ir2 I UI�' MAX. SHIM TYP. 7/4• lVIS. SNfM TYP. NOTE, Y APPLY TOTMIOR FRAIR; JAMS AND /DR FRAME HEAIL (TYP) -ER ME INSTALLATION OPTIONAL DET I INTSRIOR SIDE QOlaaing Adapter—, I __ l -- - Depth Lambasted Oor e aSo lga .488" O A Lm tad Glass by Du -NS nt --Glass— "A Tyes rt , 'B' or C' D6BClDRIW9 �� tSEE TAE.E V/ CORRESPDNa1 3/16• An Wd A9b DuPont SGP interloyer 3 GLA7ING 7YPE t }ESCRIPTI 1/4 RODfld Tent - G1aa 7 7 e B' Bead s t0 OBBCRIP7lOtt EXTERIOR SIDE GLAZING DET IL #I INTERIOR 10 Olasing Adsptar 8/16' Leallaated Olga G CLAM TASTE E CMrSC Gt.g7IRG TYPE L DESCRIPTION! 1/4` pInaswule AI Taltp. MSL C_ Pa � +ltA t %' a I'm eel WAI HINCE ASSEWXY DETAIL EXTERIOR W mad GLAZING DETAIL #2 MVInd r/ Mue� nab Mend $ polat Itaehed to amply V/ rIEROW -It /01/01 Revtwd to eamPly •/ 1`130M & added h mlated Oleo 01/ga /to Asblend Itdit -Poldt Look 01/87 /11 RnaMt as Nelsen 1lraap 0 /e7 /11 ;��- Nelson Erase sib ti d GIAZING TYPE & D RIPTIO .488" O A Lm tad Glass by Du -NS nt --Glass— "A RSM D6BClDRIW9 D$TAT 3 �. I >! 3/16• An Wd A9b DuPont SGP interloyer 3 3A6• Annealed 940 0 A lamfllated Glace b O b Da Tent - G1aa 7 7 e B' Itgn OBBCRIP7lOtt t/8• Wet- SkneegtlTened QeeA- A SO, aaTr 1 a 6W Aewaled Ago' DuPeM PVS Interla 3 IIe• Arvaalee .940 TRN 1 R 3 4 3 940 0 mina Glass U. - ass C ITEM 01"Imprmx DMM 34 •�- t 1/Q• pent- Strengtt.eewd Qaus R same PVS IntA1ka1JT 1/5• Meet- Strapthvned Qou. 3 GI,�ZiNG TYPE �e nrar•DTTrrTe.L*Q .340 O A Lszntnatad Gloss b Solana - Olaa T a D III" 1 I/a' (bat- Stneelpthe-d pas 1 ' P Aso• fnM PVa 3 t/8• Wet- SkneegtlTened QeeA- T. ItJJ71.�. o7�0• 4 UI' INBIMTED AIR SPACE 3 VQ' T[RPEIED tR.ILSS .940 TRN 1 R 3 4 3 0 A (umlauted lace 8o1DUD DISCRIPTION VW;Wt-S" Rthr d Gina P InbntApn 1/R• Wet- Strenpteenrd Qnaa 114• INSULATES AM SPACE 1 e TEMPERED GLASS - an T DETAO. Q .v7rT' 1] a>•a• �942 /2.- C 3 LA WS ON 130, N v g0th St. MEDLEY, FLORI0A 33166 (30S) 898 -6660 - - At1A7/PA670RlR er QDWfi' AIJ1AOatlY , I 1 3 OF "La Porte" Impact" French Out —Swing Door FD -2003 I"'""`°n a..e..r d STEEL STEELO'DG.T /® .: i— -076 "j{�J1" .07 OSO 3.5 �— 4•500 ----� fo TOP T� Y 3' .8715 .986 .460 a DuIVE Gu,>D L —� 1.750 1.750 1 1/2 17 L. -I .074 FLUSH BOLT AND GLAZING ADAPTER QUARTER ROUND 127 �7 gg qq IL-910 28 (11 /I8") BEAD R 8 48 TWO -POINT LOCK #FD -B94 PANEL HINGE STILE I FRAME HEAD m m O ANGLE GUIDE O 1¢L -907 LB12 ®L -801 .. sFD -827 -s D Q 119 730 •726 f -- -- 4.187 1 T_ 1 l.�o I— 21131 �� 1--- ---#- � X99 1250 .100 .064 .064 y1 Q q L124 II HINGE LEAF IU (,S/ R ROUND 1.750 J 9 3 9 A� �L & O BL -9118 A-912 HEAD 5 S S 1.500 It-070 4.500 INACTIVE-PANEL .p6p FLUSH BOLT O PANEL 'LOCK STILL O FRAME SILL 5 5 47 ANGLE CUIDE A35 bS6 7 !it- 2 BL -902 SFD 825-IG .m 1.75 1.750 TIM LKOUTC,a-POINT E 8 QUARTER ROUND .t25 I f6 .1163 O {1/47 DEAD 1.250 /L-911 1172 CYL IW5 I 1 274 LOM 0 1 �+5 � Lo.l IIFI --1 ^ Tint Cr . of 42 FALSE�idILNTIN e a€2 T 4=0 A72 ,SOD O RAIL ADAPTER .Soo T 11/2• #L -91s BL -909 •09 O JAMB ADAPTER 082 .100 T pL -804 SO 51 52 53 I a�� ALUMINUM PANEL :. ALL DIMENSIONS SPECIFIED ARE IN olt t1p2 O38 AIA�NUM PIAI'S �' !?E6 lO.EYATEON AT GREET 1 OF 8 POR � .t36 100 2. LONG ANCROR O.C. MAX. SPACING AND LOCATIONS . g $HC -002 PANEL TOP & 0.078 D aACTHE p PAN DriiTE v BOTTOM RAIL PRAIdE JAMB 4,�6 —� 1►L -806 O eL -9 44 FRAME HEAD SHEAR PLATE . #L -915 eAft -4 L � � 8 100 PRODIXTREVISID X� Ti 48 FFRAME LOW Stu �•) NOTE: c REFER TO DETAIL 'IT AT SHEET 0 3 W 6 T Ius ### Dam ON ADDITIONAL NOTES AND LIMITATIONS. Revl91e0f Notan T ,cyl I i ICJ i! 1 O 9g (� �i� +/ OPtloael flat 9111 end E point 8SO1 NW 90th St. f; 3/11. O.D. CT—%, B• Sdt �� r D� /� MEDLEY. FLORIDA 33188 STEEL T - 852ST� :Re.t.ea to wmp4r +/ tBreo04 - li/Ot /os S (3asJ 69s -6660 slap as atm W T w * Revised to oom* v/ roce007 k 01101041 N"WACTVRAA w OWAurr ALummA1 /FROBO6 AM CUR4 DOedB e, vm- Oa SIS <.r 760 ovn : Led tdue DI/Re/10 ftivw . A"tp/K•ytr m.. sA.a Optional Multi —Point I oCkS p, 3,,. D.0. Sts C . own S aver ea.e A.+ er. A.•i OPTIONAL - 86.0 Pef DP) w .� A�..t Mutt -tblat Eeck ot/ey/it r� ArAWM W� � e a e 48 TWO -POINT LACK Active Lock Possive Lock OINACTIYE -PANEL °s TATS OF � , Fva:o o, er „ La Porte" Impact" French Out—Swing Door LOCK /HC -O50 ��AM OWMIC- STACTS ASHLAND tlVS1.0- STPAS4 IB FLUSH BOLT #HC -OpI gi Qt•'�Q ( +/- ?8.0 pod DP) ASHANDEOV52CIA—AAT ASHLA14D eVWDIASET DATE Off• d�,,, Nelson Sraso . MLr. .� UE MIAM MIAMI -DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) y Yww.mlsmIdade,gUt/huildiAL/ Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 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 BNC - 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. BNC 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 "HS -8700 Flange" Aluminum Horizontal Sliding Window - L.M.I. APPROVAL DOCUMENT: Drawing No. L87004901, titled "14S -8700 Horizontal Rolling Flange Impact Window ", sheets 1 through 10 of 10, dated 05/30!09, prepared by Lawson Industries, Inc., signed and sealed by Thomas J. Sotos, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LIMITATIONS: WindowswfthglmtyMA ,CcrGinsWedabove30Ftint aHVBZI teLG.exmiorlibesWbebq3erect LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model /series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date orif there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and replaces NOA # 09- 0706.05 and consists of this page 1 and evidence pages E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMbDADE OUhiTY NOA No. 11-0705.10 ► ► Expiration Date: April 11, 2012 Approval Date: September 08, 2011 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No L8700-0901, titled "HS -8700 Horizontal Rolling Flange Impact Window ", sheets I through 10 of 10, dated 05/30/09, prepared by Lawson Industries, Inc., signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202 -94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XOX (1/4,1/2,1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s: HETI-10-3047, HETI -10- 3048, HETI -10 -30499 HETI- 10- 3049I1, HETI -10- 3050, HETI -10- -3051, HETI -10 -3052% HETI -10 -3053, HETI -10 -3056, HETI -10- 3057, HETI -10 -3130, HETI -10 3131, HETI -10 -32239 HETI -10 -32249 HET -10- 3225, HETI -10 -3226 and HETI -10 -3251, dated 11/09110, 03/23/11 and 04/25/11, signed and sealed by Candido F. Font, P.E. and Rafael E. Droz-Seda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 20294 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 20194 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08-2033, HETI 48 -2034, HETI - 08 - 2035, HETI - 08 - 2036, HETI - 08 2037, HETI - 08 - 20381, HETI-- 08 -2116A and HETI -08- 2116B, dated February 28, 2008, all signed -and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 09 -0 706.05) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202 -94 along with marked -up drawings and installation diagram of 8 specimens o Mandel Pe#1q.E. Product Control RaWdiner NOA No. 11-0705.09 Expiration Date: December 27, 2016 Approval Date: September 08, 2011 E -1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3. aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing. Laboratory, Inc., Test Reports No.'s FTL- -3097, FTL -3098 and F11-3364, dated December 6, 2001, December 11, 2001 and January 28, 2002, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under NOA No. 02- 02.05) C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 07//10, signed and sealed by Thomas J. Sotos, P. E. 2. Glazing complies with ASTM E1300 -04. D. QUALITY ASSURANCE 1. Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10-0922.09 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite* PVB, Interlayer" dated 12/24/10, expiring on 12/11/11. 2. Notice of Acceptance No. 09- 0223.05 issued to Solutia, Inc. for their "Saflex Multi - layer Glass Interlayer" dated 04 /08/09, expiring on 04/08/14. 3. Notice of Acceptance No. 08- 0206.01 issued to Solutia, Inc. for their "Saflex HP Glass Interlayer" dated 04/17/08, expiring on 04/14/13. F. STATEMENTS 1. Statement letter of conformance, dated July 05, 2011, signed and sealed by Thomas J. Sotos, P. E. 2. Statement letter of no financial interest, dated July 05, 2011, signed and sealed by Thomas J. Sotos, P. E. 3. Testing Proposal issued by BNC, dated 11/25/08, signed by Jaime Gascon, P. E. 4. Laboratory compliance letter for Test Reports No.'s HETI -08 -2033, HETI -08- 2034, HETI -08 -2035, HETI -08 -20361, HETI -08 -2037, HETI - 08 -2038, HETI -- 08 -2116A and HETI48- 21168, issued by Hurricane Engineering & Testing, Inc., dated February 28, 2008, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 09- 09060S) 5. Laboratory compliance letter for Test Reports No.'s FTL -3097, FTL -3098 and FTL -3364, issued by Fenestration Testing Laboratory, Inc., dated December 6, 2001, December 11, 2001 and January 28, 2002, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under previous NOA No. 02- 0227.05) G. OTHERS 1. Notice of Acceptance No. 09- 0706.05, issued to Lawson Industries, Inc. for their Series "HS- 8700" Aluminum Horizontal Sliding Window — LM.I., ap r on 02/10 /10 and expiring on 04/11/12. Man-udrpere Product Control Ex min r NOA No. 11 -0 . 0 Expiration Date: April 11, 2012 Approval Date: September 08, 2011 E -2 O - o® O a NN' zz 8 81 B1 B 61r- O - o® NOTE: .0 1) RIPER TO SHEET B OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS A. Al. B. & B1" REFER TO SHEET 13 3) FOR HORIZONTAL CROSS- SECTION DETAILS "C. D. & E` RIPER TO SHEET #4 4) REFER W- Sff0M n OP 10 FOR DESIGN LOAD CHARTS AND NOTES. Me O a NN' zz 8 81 B1 NOTE: .0 1) RIPER TO SHEET B OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS A. Al. B. & B1" REFER TO SHEET 13 3) FOR HORIZONTAL CROSS- SECTION DETAILS "C. D. & E` RIPER TO SHEET #4 4) REFER W- Sff0M n OP 10 FOR DESIGN LOAD CHARTS AND NOTES. Me o � XOX -Equal LAte NOTES: 1) REFER TO SIFT 2 OF tO FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2 FOR VERTICAL CROSS- SECTION DETAILS A. Al. S. & 111" REMR TO SHEET 13 3 MR HORIZONTAL CROSS- SECTION DETAILS .'D. & E° REFER TO SHEET F8 FER 4) RE TO SHEET 8 OF 10 FOR DEMON LOAD CHARTS AND NOTES. _ O a N \, zz E B1 o � XOX -Equal LAte NOTES: 1) REFER TO SIFT 2 OF tO FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2 FOR VERTICAL CROSS- SECTION DETAILS A. Al. S. & 111" REMR TO SHEET 13 3 MR HORIZONTAL CROSS- SECTION DETAILS .'D. & E° REFER TO SHEET F8 FER 4) RE TO SHEET 8 OF 10 FOR DEMON LOAD CHARTS AND NOTES. _ pw No7ffi XOX - Un -Equal Lite (1/4 -1/2 -1/41 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOM 2 FOR VERTICAL CROSS- SECTION DETAILS "A, Al. B. & BI" REFER TO SH_W #3 3) FOR HORIZONTAL CROSS- SECTION DETAILS "D. & E" REFER TO SHEET #8 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. APPROVED ELEVA'T'IONS General Notes: 1.) THIS WINDOW SYSTEM 1S DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300 -02. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL 'Eli INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2007 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 1:J 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (D.C.), AND AS TABULATED ON SHEETS 6, 7, or 8. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL, 8.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEETS g8. 7, or 8), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TA13UTATED HEREIN (SEE SHEST9 A8, 7 or 8). 6.) WINDOWS WITH GLASS TYPES A, C. OR G" DWAUXD ABOVE 30FT. IN THE HVH& THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. 8.) SEE SHEET 9 FOR GLASS TYPES. 9.) SEE SHEET 8 FOR DESIGN PRESSURES ON "XO or OX" WINDOWS. 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL -LATE 'XOX" WINDOWS. 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN -EQUAL LITE "XOX" WINDOWS. 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS S. 4, or 9. 13.) EXT. & INT. FALSE COLONIAL. MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SI.ICONE 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRE83URE TREATED AND ANCHORED (BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SEE SHEET 83. 4 & 8 FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2007 FEC CHAPTER 24 SECTION 11.3.3.3. 16.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 18.) SEE SHEET B 6 FOR MUWON/AWAL ATTACHMENT DETAILS, NOTES & OPTIONS. 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI -DADS COUFM APPROVED WINDOWS USING A MIAMI -DADE COUNTY APPROVED MULLION IN BETWEEN ARE'ACC'ABL£ BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 18.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSDWAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET SECTION 2003.6.4 OF THE 2007 FLORIDA BLDG. CODE. pRoWicr REVISED omplyk,$ wt[hthePlad& SuRdEng Code A. •' 2 NCI E Pwdact O a naD h zz B B1 pw No7ffi XOX - Un -Equal Lite (1/4 -1/2 -1/41 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOM 2 FOR VERTICAL CROSS- SECTION DETAILS "A, Al. B. & BI" REFER TO SH_W #3 3) FOR HORIZONTAL CROSS- SECTION DETAILS "D. & E" REFER TO SHEET #8 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. APPROVED ELEVA'T'IONS General Notes: 1.) THIS WINDOW SYSTEM 1S DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300 -02. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL 'Eli INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2007 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 1:J 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (D.C.), AND AS TABULATED ON SHEETS 6, 7, or 8. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL, 8.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEETS g8. 7, or 8), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TA13UTATED HEREIN (SEE SHEST9 A8, 7 or 8). 6.) WINDOWS WITH GLASS TYPES A, C. OR G" DWAUXD ABOVE 30FT. IN THE HVH& THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. 8.) SEE SHEET 9 FOR GLASS TYPES. 9.) SEE SHEET 8 FOR DESIGN PRESSURES ON "XO or OX" WINDOWS. 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL -LATE 'XOX" WINDOWS. 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN -EQUAL LITE "XOX" WINDOWS. 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS S. 4, or 9. 13.) EXT. & INT. FALSE COLONIAL. MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SI.ICONE 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRE83URE TREATED AND ANCHORED (BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SEE SHEET 83. 4 & 8 FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2007 FEC CHAPTER 24 SECTION 11.3.3.3. 16.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 18.) SEE SHEET B 6 FOR MUWON/AWAL ATTACHMENT DETAILS, NOTES & OPTIONS. 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI -DADS COUFM APPROVED WINDOWS USING A MIAMI -DADE COUNTY APPROVED MULLION IN BETWEEN ARE'ACC'ABL£ BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 18.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSDWAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET SECTION 2003.6.4 OF THE 2007 FLORIDA BLDG. CODE. pRoWicr REVISED omplyk,$ wt[hthePlad& SuRdEng Code A. •' 2 NCI E Pwdact tc O a naD h zz 3 w a DEG z 6 e C is o N_ x 6 Al x o e P co tc TEST UNIT SIZE: 111" X 83' INSTALLATION FASTENERS (A) 10 AT FRAME HEAD (B)(14 AT F AMEN BOLL .E OP ABOVE 70 (14 AT FRAME S&L W OP ABOVE 10.0) (C) D. AT EA. FRAME JAMB • SEE GENERAL NOTE /3 A& ®4. r- 05 3/8. OVERALL FRAME WIDTH - 84 3/8• pTDyJfTp pRRpppOpppl�T�R�}�(FFMRgA�M E WIDTH - �REW11_%T AMT TPI' EJAM G S �F'00- 7 S t4 TO Mgt , yyTg M AT MEETING RAILS FDR UNITS VI7H p pyA}1,p 1 ^ EQUAL Lrr D TVD ADDITIWJM. ANCFQIRSREOUIREDSU� , , yyTg M AT MEETING RAILS FDR UNITS VI7H p pyA}1,p 1 DP ABOVE .7VV / - 73PSF c+ TOTA(a �p }�q ")(OX" WINDOW E EQUAL Lrr APVBlTICAL CROSS- SECTION DETAILS •A, AL 8. A BP AT SHEET R3 TEST UNIT SIZE: 111' X 83' - �- - T. . L E A INSTALLATION FASTENERS * —� i� UP OVERALL FRAME VIDTH (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 70.! (B) 10 AT EA. FROM BILL T0.0) ( T ADM (C)B ATEA. FRAME JAMB *SEE GENERAL NOTE ®3 & #4. TEST UNIT SIM 14' X BO" INSTALLATION FASTENERS- (A)(8 S AT FRAME READ R AT (B ) S AT FAME HE SIF DP ARM 10.E (8 AT FRAME SILL W DP ABOVE 70.0) (C) B AT EA. FRAME JAMB t •ATSEE GENERAL NOTE g3 & P. A1L DRTJfl6j I I at GG OL cm V qtq. IA E' V y 4 V i 13 1/4, 0G 74. OVERALL FRAME 73• INTERIOR FRAME 4 ;� 13 yr oc E / it mc bp M t0 gas . z�; d I oz �2m i i -f M ANCHOR N11TFS L SANE ANCHOR AL AWG AT HEAD R SIU. - EXT MT W /AL R. TWO LINO RAILS AMFOR L TS WITH MAR// AT ABOVE RAILS FOR TOT V1TN AvA1LN n5 OPTIONAL 1P ABOVE ./- 70PSF N TOTAL) 0" LIT L SEE "-SE REVERSED L SEE VERTICAL CROSS -SEC III DETAILS M, . B, V A AT $MEET 03 8 SEE FIORRONTAL CROSS - SECTION DETAILS K, D, 6 E• AT SHEET Ra SERIES -8700 HORIZONTAL SLIDING WINDOW FLANGE FRAME ELEVATIONS — L.M.I. 11c If 1 131/4' MM 1 13 I/4• D.C. ANCHOR NOTES. �1( • py pRE L SANE ANCHOR STACINli AT LEAD 6 SLL pPPL[ED Y SFIA '�SN I AV TABLE R. TYO ADO{WLn ANCHDRS REMKO AT AS OPTIONAL MEETING RAILS FOR UNITS WITH DP ABOVE .70PSF / - 7sP3F a "XOX" WINDOW - UN -EQUAL L(TE L SEE VERTICAL CROSS - SECTION DETAILS •A. AL DL 6 S" AT SHEET 83 R. SEE iQ rMTAL CROSS - SECTION DETAILS 'C. D. A E• AT BEET 89 r ) � o � a ° W z x tj &9 i x a c D, x . NV O RBVISS AwBbflm PlmidA ..L- 13 1/4, 0G 74. OVERALL FRAME 73• INTERIOR FRAME 4 ;� 13 yr oc E / it mc bp M t0 gas . z�; d I oz �2m i i -f M ANCHOR N11TFS L SANE ANCHOR AL AWG AT HEAD R SIU. - EXT MT W /AL R. TWO LINO RAILS AMFOR L TS WITH MAR// AT ABOVE RAILS FOR TOT V1TN AvA1LN n5 OPTIONAL 1P ABOVE ./- 70PSF N TOTAL) 0" LIT L SEE "-SE REVERSED L SEE VERTICAL CROSS -SEC III DETAILS M, . B, V A AT $MEET 03 8 SEE FIORRONTAL CROSS - SECTION DETAILS K, D, 6 E• AT SHEET Ra SERIES -8700 HORIZONTAL SLIDING WINDOW FLANGE FRAME ELEVATIONS — L.M.I. 11c If 1 131/4' MM 1 13 I/4• D.C. ANCHOR NOTES. �1( • py pRE L SANE ANCHOR STACINli AT LEAD 6 SLL pPPL[ED Y SFIA '�SN I AV TABLE R. TYO ADO{WLn ANCHDRS REMKO AT AS OPTIONAL MEETING RAILS FOR UNITS WITH DP ABOVE .70PSF / - 7sP3F a "XOX" WINDOW - UN -EQUAL L(TE L SEE VERTICAL CROSS - SECTION DETAILS •A. AL DL 6 S" AT SHEET 83 R. SEE iQ rMTAL CROSS - SECTION DETAILS 'C. D. A E• AT BEET 89 r ) � o � a ° W z x tj &9 i x a c D, x . NV O RBVISS AwBbflm PlmidA ..L- SERIES -8700 HORIZONTAL SLIDING WINDOW FLANGE FRAME ELEVATIONS — L.M.I. 11c If 1 131/4' MM 1 13 I/4• D.C. ANCHOR NOTES. �1( • py pRE L SANE ANCHOR STACINli AT LEAD 6 SLL pPPL[ED Y SFIA '�SN I AV TABLE R. TYO ADO{WLn ANCHDRS REMKO AT AS OPTIONAL MEETING RAILS FOR UNITS WITH DP ABOVE .70PSF / - 7sP3F a "XOX" WINDOW - UN -EQUAL L(TE L SEE VERTICAL CROSS - SECTION DETAILS •A. AL DL 6 S" AT SHEET 83 R. SEE iQ rMTAL CROSS - SECTION DETAILS 'C. D. A E• AT BEET 89 r ) � o � a ° W z x tj &9 i x a c D, x . NV O RBVISS AwBbflm PlmidA ..L- 114' TAPCON W/ 1 1/4' n a ' d a .4 4: 1 1/4' MIN. MIN. EMBEDMENT INTO CONC. I /4'w -AK. SMM SPACE (TYPJ (SEE ELEVATION AT SHEET 92 I. ALL WOOD BUCKS ENGINEERED SEPARATELY FOR MAX. FASTENER SPACING) & TO It REVIEWED BY BLDG. OFFICIAL (TYPJ 1 1/8' MIN. 2. WOOD BUCK AND FRAMING (NOT BY LAWSON EDGE DISTANCE INDUSTRIES) MUST SUSTAIN LOADS IMPOSED ,st BY TI(E GLAZING SYSTEM • ',xs. •'.,e BY OTHERS CTYP.) d` '. ° MIN a : aE FMT 4. ^:.... .: ^'i i$:• ii ANCHORS NOTE: ANCHORS TO BE 912 SMS OR WD. SCREWS INTO WOOD, OR y:f'.i 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., RARE —/ 1 Si SPACE CAULKING 0 CLEAR SILICONE ADHESIVE BEDDING COMPOUND � 34 i EXTERIOR INTERIOR W , LAMINATED GLASS 33 14 6 iv • • • r ArlL!Si d '.A E n a ' d a .4 4: 1 1/4' MIN. 1/4' M SICIM SF (TYPJ I /4'w -AK. SMM SPACE (TYPJ o EMB DMENT ' •40 ' GRADE CAULK THROUGHMJT THE ENTIRE PERIMETER OF FLANGE SILL RISER - OPTIONAL BY WINDOW INSTALLER (TYP.) �H. 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO d: e BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK SHEETS 94, 95. & 46. BY OTHERS CTYP.) • WHEN THE OAP BETWEEN THE WINDOW FRAME AND THE BUCK OR STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT IT LWSUN_¢IDUSTRIES, INC. 2X EXT. GRACE PERIMETER --/ CAULKING NOT BY 'LAVSON DMUSTRD:S'. TO BE APPLIED BY OTHERS CTYP.) EXTERIOR Al ALTERNATE DETAIL I 914 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET b2 FOR MAX. FASTENER SPACING) 01 1 m o I ym � �t 1 � ct cZ W � sa V WOOD FRAME INSTALLATION DETAIL as I /4'w -AK. SMM SPACE (TYPJ � y� U! I INTERIOR GRADE CAULK THROUGHMJT THE ENTIRE PERIMETER OF FLANGE SILL RISER - OPTIONAL BY WINDOW INSTALLER (TYP.) �H. 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO — WOOD FRAME INSTALLATION DETAIL as SOW INSTALLATION NOM 20 1. THE WINDOW FRAME FLANGE TO BE BACK- BEDDED W/ AN EXT. •1 SILL. GRADE CAULK THROUGHMJT THE ENTIRE PERIMETER OF FLANGE SILL RISER - OPTIONAL BY WINDOW INSTALLER (TYP.) APPLIED WITH SILICONE 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO SEE DP CHARTS ON BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK SHEETS 94, 95. & 46. BY OTHERS CTYP.) • WHEN THE OAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MA90NRY 19 LESS THAN 1/8 -, SHIMS ARE NOT REQUIR ®. ^:.... .: ^'i i$:• ii ANCHORS NOTE: ANCHORS TO BE 912 SMS OR WD. SCREWS INTO WOOD, OR ... . .�} 3 »` :: 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR r• CONC. CREFER TO LOAD TABLES FOR QUANTITIES REQUIRED) d n q V4' MAX. ..::i.:•f�! ±.�i f^ d a e 4 ° I a SHIM SPACE ;oy:�.,•. 1 1/411 MIN. • ;..- EMBE MENT . a �PRODIICTR � a i 0 ) � 0 r4 QQO ) � F 1 s z� ! � o z i a z I o N O 10 T xz CL O h :0, as d °••° a a O` a OPTIONAL •1 SILL. EDGE DISTAN DETAIL AT "XO or OX" INSTALII 7707 i 0 ) � 0 r4 QQO ) � F 1 s z� ! � o z i a z I o N O 10 T xz CL O h 2X WOOD BUCKS — BY OTHERS (TYP.) 414 S.M.S. V/ 1 1/4• MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET 42 FOR MAX FASTENER SPACING) 1EDOE EXTERIOR WALL FINISH BY OTHERS (TYP.) -STUCCO OVER METAL LATH NAILED TO - EXTEROBR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. 2EXTERIOR FINISH BY OTHERS) NOT BY LAVSON INDUSTRIES, @X:. 1. ALL WOOD BUCKS ENGINEERED SEPARATELY 6 TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) P. WOOD BUCK AND FRAMING (NOT BY LAVSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM E v — EXT. GRADE PERIMETER CAULKING NOT BY TO APPLIEDTBYY OTHERS CTYP.) LOCK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 9. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. TED GLASS —SILICONE ADHESIVE BEDDING COMPOUND 11 INTERIOR (� f EXTERIOR 73' MAX. — WINDOW FRAME BUCK WIDTH - 74' MAX. — WINDOW FRAME FLANGE WIDTH - "XO" WINDOW EQUAL LITE ( "OX" REVERSED ) WINDOW R4STALLATION NOTES: I. THE WINDOW FRAME FLANGE TO BE BACK- BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) E. THE EXPOSED EXT, PERIMETER OF THE WINDOV FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE OAP BETWEEN THE WRO)OW FRAME AND THE BUCK OR MASONRY 19 LESS THAN 1/8'. $HIM$ ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE 412 SMS OR WA SCREWS INTO WOOD, OR 1/4• TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR COIF. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) :.- r}{ —.PT. WOOD BUCKS t/4• MAX..' I d' SHIM SPACE (TYP.) O 1/4' TAPCON W/ 11/4' MIN EMBEDMENT INTO CDC. (SEE ELEVATION AT SHEET 42 FOR MAX. FASTENER SPACING) . 4 T 4. wcompl7l^8 ft Bumbecoft AAwNggam NO Is gg3 O N t 0 � A o F e o � O 0 n O E N 0 5 0 0 0 a m 4 0 4 12 X 1 3/4' S.M.S. 1 1/4' MIN. WOOD EMBED (SEE ELEVATION AT SHEET 02 r� 0 t� i FOR MAX. FASTENER SPACING) "° C CLEAR SILICONE ADHESIVE 21 2 23 34 BEDDING COMPOUND LAMINATED GLASS PT. WOOD BUCKS m 4 Z c W SMM CE cTYP� 33 1/4' MAX. SHIM SPACE ,t'r' e :'r• �-.' h z O o EXTERIOR l e :. o 10 � d 7 17 27 tTYP� .' a 012 .E o. n 5 30 31 1 /4' TAPCON W/ 1 1/4' MTN. EMBEDMENT INTO COW. d y ■ c (SEE ELEVATION AT SHEET 02 __ Z S e 14 12 FOR MAX. FASTENER SPACING) Ix • a•r 18 ,� DT e MBEDM 17 8 1 1/4' N . E BDMN Z O °-- - --- - -1--- --- - - - - - -- - - - -�- -- --- --- -- o 1 1/8' MIN. EDGE DISTANCE e. CZ V 8 j 4 EXT GRADE da • , Lst .; . O E,)` EXT. GRADE CAULK J Lt T ® OCAULK . ' t � �1•s� a A ri q C O O � �< WINDOW FRAME BUCK WIDTH W WINDOW FRAME FLANGE WIDTH y y "XOX" WINDOW EQUAL AND UN —EQUAL LITE E {WINDOW INSTALLATION NOTFS 1. THE WINDOW FRAM FLANGE TO BE BACK- BEDDED W/ AN EXT. 6g a f GRADE CAULK THRMIGHDUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER DF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS CTYP.) • WM THE OAP BETWEEN THE WDIDON FRAMB AND THE DUCK OR a! MASONRY 13 LESS THAN 1 1B'. SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE 012 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC.. WITH A MINI" OF 1 1/4' PENETRATION INTO W13DD OR 11100,11%, CONC. (REFER TO LOAD TABLES FOR DUANTI S RREOUIRED) le�5 • b?�j,7��4 •�` � lR°dd° �L to ateomv171^BwIR Banding Code AtNo La Q_um e .� Z `a Mime ode lhodu" ••• a v Jamb I H & 3 4 Notes * 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SIUCONE OPTRII(Wt= REVISED 2.) STANDARD SRI USED ON WINDOWS WITH +70.0 DP AND BEII=j�� d'cNOHd■ (WINDOWS WITH GLASS TYPES -A, B, C. & D-) 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DFApA (��eatbn (WINDOWS WITH GLASS TYPES °E. & F7 AND +80.0 DP MAX ADDITIONAL W ANCHORS ABOVE 70.0. AT FRAME NERD & SILL T 9 ?de Product ! 74 WINDOWS WITH DP ABOVE 70,0. (SEE ELEVATION AT BHEL�I' 2 4.) WINDOWS WITH GLASS TYPES A, C, OR 0' INSTAUSD ABOVE SOFT. IN THE HVHZ, THE I.G. ElMMOR WTE SHALL BE TEMPERED. as Im 20 SILL RISER - OPTIONAL I \ APPLIED WITH SILICONE t 2 FOR DP ABOVE +70.0 PSF \ / C +80.0 DP MAX) o N � pi Q �$b Nj h oa z f 10.0 10.0 n osx °x O °� o m ao 10.0 10.0 10.0 0.0 �0.0 0.0 a' g 0.0 0.0 0.0 0.0 0.0 0.0 R s o.o 0.0 0 0.0 _ y m x 3.0 ).0 o N � pi 24 7 PROD=RBVISW Notes ( *): I.) 8EE sHEET 9 FOR GLAZING TYPES. DETAILS & SILICONE OPTIOE 8- =tLwffhthenorV. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW A cq*N mNo (WINDOWS WITH CLASS TYPES 'A. B. C. & D7 Nrett*n I 3.) SLLL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES 'E, & F') AND +80.0 DP MAX ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES A, C. OR G' INSTALLED ABOVE 3OFL. IN THE HVHZ, THE I.C. EXTERIOR LITE SHALL BE TEMPERED. 20 SILL RISER - OPTIONAL 1 APPLIED WITH SILICONE 2 FOR DP ABOVE +70.0 Psr ( +80.0 DP MAX.) 0 0 0 x A m t5 z p a 0 F 0 V� 1B� N O x 3 � � 4 co ES � xQ 11114 Ni .8 DESIGN LOAD CAPACITY (PS19 - XOX WNDOWS vd l +/- Preswres Glass Type "C" (" 2)1 Glass Type "D" (" 2)1 Glass Type + naf -ad + nsf - nd + nd 65.0 av I w v 1 o - - I xu ac.v vv.0 /v.0 W.v IVA 60 48 4 7 - - 52.0 52.0 65.0 75.0 65.0 75.( 72 48 4 9 - - 52.0 52.0. 65.0 75.0 65.0 75.( 84 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75A 60 60 5 7 - - 52.0 52.0 65.0 75.0 65.0 75A 72 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75A 84 60 5 9 - 52.0 52.0 65.0 75.0 65.0 75.( 53.125 26 3 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 53.125 38.375 4 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.( 53.125 50.625 4 6 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 53.125 58 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 53.125 63 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 74 26 3 .9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 74 38.375 4 9 - - 52.0 52.0 65.0 75.0 65.0 751 74 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 74 58 5 9 - 52.0 52.0 65.0 75.0 65.0 75.0 74 63 5 9 - 52.0 52.0 65.0 75.0 65.0 75.0 79.5 26 3 9 80.0 1 80.0 80.0 80.0 65.0 75.0 65.0 75.0 79.5 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 79.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 79.5 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 79.5 83 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 84 26 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 84 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 84 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 84 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 84 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 PRODUCT REVISED Notes ( *): 1.) SEE SHEET 9 Iron GLAZING TYPES. DETAILS & SILICONE OPTIONSwc �� OmF%dde 2) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW Ameptm No I I-Cat (WINDOWS WITH GLASS TYPES -A, B, C. & D7 D9ft )2 S.) SILL WITH Im ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP 1 (WINDOWS WITH CLAN TYPES -R, & F) AND +80.0 DP MAX. ARBpi edaProduotConuo} ADDITIONAL ANCHORS REQUD2ED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES A, C. OR 0- INSTALLED ARM SOFT. IN THE HVHZ, THE I.G. EXTERIOR LTTE SHALL BE TEMPERED. "F" 52.0 0 1 52.0 52.0 52.0 52.0 - psf 75.0$ 75.0 0 75.0 ° 0 i 75.0 Z a o i 75.0 z 75.0 a i 75.0 75.0 75.0 75.0 �.�' ► ' I 75.0 �y 75.0 75.0 ; 75.0 75.0 75.0 75.0 75.0 � 75.0 I_4 "' 7r. ii 75.0 75.0 75.0 75.0 75.0 j Y0 SILL RISER - OPTIONAL 1 I APPLIED WITH SILICONE t FOR OP ABOVE +70.0 PSF 1 (+80.0 DP MAX.) \ t a x � 3 � cr � a o m 0 i t9 i iPP0GG .] ' $ z � x N \.\ x "F" 52.0 0 1 52.0 52.0 52.0 52.0 - psf 75.0$ 75.0 0 75.0 ° 0 i 75.0 Z a o i 75.0 z 75.0 a i 75.0 75.0 75.0 75.0 �.�' ► ' I 75.0 �y 75.0 75.0 ; 75.0 75.0 75.0 75.0 75.0 � 75.0 I_4 "' 7r. ii 75.0 75.0 75.0 75.0 75.0 j Y0 SILL RISER - OPTIONAL 1 I APPLIED WITH SILICONE t FOR OP ABOVE +70.0 PSF 1 (+80.0 DP MAX.) \ t a x � 3 � cr � a o m 0 i t9 i iPP0GG .] ' $ z � x t� �F,yII R1_�i-'TIL'3H) i i IYY( q `AP, s 0%, PLASTIC W MATER IAA PVB S 1/B' HEAt -STp fLpgg @P� 6m A CLASS m & Gum DBSC@7PTIDX DE1A0. WIDFAT@ D 1 IAr HEAT- STRENN/FEiED @ DOW PLASTIC INRR{AY[R I SrSATL�a �� AFE 3 1/B' MEAT- STR[N6MpiEp DLgyq 49,e A 0 TTBM cum DiscwPnMT Dsun IAiDRAT@ t 1/B' ANEALED SAES - WTACITE PVB @ OD90' Pul4T[C INTERLAKR or .Dwow, 3 t/8• AtdEALF3f 01.AS8 p� 19 16 'SR = DPTIDNS•, WV CONING a" 33 CAW TREiCO SPE- CTRA 2� INSULATED LAMINATE GLASS COW-ugfrION A THIN otm Dzmmwm DRILL LAMM= I t/D• mommeD RH.ASS I R &NO' PLASTIC OMMLAVER ® .W' SAF'LEK PVD /8' GL 3 1 ANNEALED ASS HP - SMUTIA- 4 1/4' "MmATEO AIR SPACE S SAP AAAtALED G1.A13 tq CLASS INSULATM 1TBM . DESCMPNDN DBTAIt GIOMATS I I/8' AM ONLED 6L0.4S 1 @ DDd• PLASTIC INTERLATER a/4• PYB 2 1/8' ANNEALED BLASE or '01RGMT• 4 1/4. OWAATED AIR SPACE __ 3 1/8• ANNEALED GLASS DD atn' O rm Mao DBBCABm DSI'Ad LAWMATS DISCRIPIM 1 INS' NEAT- STROWWOENED DLASS �, @ DDTN' Pumm MTERLAVER � ,W. PYN s 1/e' HEAT- STRENGMEXED TA.ASS By. •DIANDIT• 4 V4' M LATCD AIR SPACE -- - D VB• ANNEALED MASS M . Lx) VD=VS WITH GLASS TYPES •A. C, CR 6- DWALLED ABOVE 3WI. M THE HVH2. THE IL, ExTERtOR LITE SMALL BE TEMPERED. GLAZING DETAILS AND OEZLQNS ALUMINUM MULLION - ttULLteIaYPE SIZE AND MAX. OESiGN PRESSURE LDATATIONS. (ALUM. 0.078" MIN. THICK) THE LOWER PRESSURES WR40pW OR MULL SHALL -8 lB X 3/4• S.D.S. FLAT HEAD, PHILLIPS. IS" ELEUTOM AT SHEET 12 FOR MAX. FASTENER SPACSND A DP TABLES FOR OUANTITY7 EXTERIOR GRADE --/ —WMM FRAME PERIMETER CAULKIMG � EXTERIOR / � FAR ME MULLING ING DET rr NOTE THE LOWER PRESSURES OF THE "now OR MULL SHALL GOVERN 4' MAX. 0 12 S.D.S. X t 1/4' L SHIM ] tr FOR MAX. F SI AT BMW SPA j2 RIOR FOR Ax. FASTENER SPAODXO PERUVM —J L- -WNDOW FRAME NOTE: SEALANT EXTERIOR t UM TO BE PRINTED OR ORR PLATED. 2. METAL STRUCTURES: A) STEEL : Fy . 38 KSI M@0. (STEEL t8 GA. ISt1. TRICK - 04"1 8) ALUMINUM : SOB7 -T6 MIN. (ALUM. 0.078' MIN. THICK) MET r STRUCTURE ATTA HMENT DEW HS-8700—FLANGE FRAME WINDOW $ LL OF MATERIALS TEEM I PART / SOLID. DESCRIPTION RRMARXD O 1 L -7703 1 FRAME HEAD 6063 -3 ALUMINUM 2 L -8701 I FRAME SILL 6063 -T6 ALUMINUM 3 L -7701 t FRAME F %0. JAMB 6063 -T6 ALUMINUM 4 L -7704 I FRAME FIXED MEETING RAIL 6063 -T6 ALUMINUM S L -7703 1 VENT MEETING RAIL 6063 -T6 ALUMINUM 6 L -7707 1 VENT TOP /BOTTOM RAIL 6063 -T6 ALUMINUM 7 L -8703 I FRAME VENT JAMB 6063 -TG ALUMINUM 8 L -7706 I VENT JAMB LATCH RAIL 6063 -T6 ALUMINUM 9 L -8702 I FRAME SILL TRACK 6063 -TS ALUMINUM ID L -8705 I FRAME SILL RETAINING CLIP 6063 -T9 ALUMINUM 11 L -7708 AS REG% GLAZING DEAD t 3/8• ) 6063 -T5 ALUMINUM 12 FS -006 AS RED'D. FRAME ASSEMBLY SCREWS 88 X 3/4• P.H. PHILLIPS 13 FS-040 AS REOA INSTALLATION SCREWS 814 SMS FA/PHIL. 14 L4531 AS REO'D. VINYL BULB 1/4• DIAL BIA.B 83033 III IS PWS -003 AS REO'D. fIN SEAL WEATHERSTRIP 187• s x .230• h 16 PVS -DOS AS REO'D. FIN SEAL WEATHERSTRIP .1871 s x .3901 h 17 PWs -009 AS wWl), FIN SEAL WEATHERSTRIP .187' M x .310• h 18 L -7711 AS REO'D. GLAZING DEAD ( INSULATED) 6063 -73 ALUMDDIM 19 PVS -001 AS REDS PILE D GLAZING DEAD .187• x M .150• h 20 L -8706 AS REO'D, SILL RISER ADAPTER 6063 -T9 ALUM.- OPTIONAL 21 L -7539 2 VENT EXTRUDED SPRING LATCH 6063 -TS ALUMINUM Be HC -097 -1 2 VENT MOLDED SPRING LATCH MOLDED NYLON 23 L -7523 I x LATCH LATCH SPRING STAINLESS STEEL 24 • 2 SILL /JAMB JOINT GASKET 1/16' CLOSED CELL FOAM 25 FS -041 2 SO.L RAIL ASSEMBLY SCREW 88 X 2 1/4' P.H./PHIL. 26.1 HC -044 -1 2 WEEP FLAP 6 BAFFLE x 215 NC- 1 X WEEP OPEN CELL FOAM PAD 1/@• X 1/2• X E^ L 27 HC -040 -1 2 SASH ROLLER A HOUSING x 28 HC -026 -1 1 SCREEN FRAME 6 MESH x 29 M 1 ATTACHMENT SCREW @ CLIP DO X SIB' S.D.S. 30 HC-088 -1 2 VENT SWEEP LATCH KmDED NYLON 31 NC -059 -1 2 VENT SWEEP LATCH DIE CAST METAL 32 L -8830 X AnChw FRAME SILL ANCHOR CLIP 6063 -T3 ALUMINUM 33 M 2 LAMINATED GLASS See DeteRS D L.H. of sheet 9 34 • AS fEWD. GLAZING SILICONE See DetDRs D LH of sheet 9 3S OPTIONAL AS COLONIAL FALSE PSUNTIN oZUMBe(A4 36 SM -3304 AS JOINT SEALANT • 37 I x AS REWD. PERIMETER ACRYLIC CAULK GSI POLYSEAMSEAL jyyRing uiHhm ft Flooft A t.IND a Y O � Q h t-"�NO .YhI o 3CP� h r 0. Qcz�70 e 0 odsi O 3 � 4 1�� C G Ti 1 i 4t A CLASS m & Gum DBSC@7PTIDX DE1A0. WIDFAT@ D 1 IAr HEAT- STRENN/FEiED @ DOW PLASTIC INRR{AY[R I SrSATL�a �� AFE 3 1/B' MEAT- STR[N6MpiEp DLgyq 49,e A 0 TTBM cum DiscwPnMT Dsun IAiDRAT@ t 1/B' ANEALED SAES - WTACITE PVB @ OD90' Pul4T[C INTERLAKR or .Dwow, 3 t/8• AtdEALF3f 01.AS8 p� 19 16 'SR = DPTIDNS•, WV CONING a" 33 CAW TREiCO SPE- CTRA 2� INSULATED LAMINATE GLASS COW-ugfrION A THIN otm Dzmmwm DRILL LAMM= I t/D• mommeD RH.ASS I R &NO' PLASTIC OMMLAVER ® .W' SAF'LEK PVD /8' GL 3 1 ANNEALED ASS HP - SMUTIA- 4 1/4' "MmATEO AIR SPACE S SAP AAAtALED G1.A13 tq CLASS INSULATM 1TBM . DESCMPNDN DBTAIt GIOMATS I I/8' AM ONLED 6L0.4S 1 @ DDd• PLASTIC INTERLATER a/4• PYB 2 1/8' ANNEALED BLASE or '01RGMT• 4 1/4. OWAATED AIR SPACE __ 3 1/8• ANNEALED GLASS DD atn' O rm Mao DBBCABm DSI'Ad LAWMATS DISCRIPIM 1 INS' NEAT- STROWWOENED DLASS �, @ DDTN' Pumm MTERLAVER � ,W. PYN s 1/e' HEAT- STRENGMEXED TA.ASS By. •DIANDIT• 4 V4' M LATCD AIR SPACE -- - D VB• ANNEALED MASS M . Lx) VD=VS WITH GLASS TYPES •A. C, CR 6- DWALLED ABOVE 3WI. M THE HVH2. THE IL, ExTERtOR LITE SMALL BE TEMPERED. GLAZING DETAILS AND OEZLQNS ALUMINUM MULLION - ttULLteIaYPE SIZE AND MAX. OESiGN PRESSURE LDATATIONS. (ALUM. 0.078" MIN. THICK) THE LOWER PRESSURES WR40pW OR MULL SHALL -8 lB X 3/4• S.D.S. FLAT HEAD, PHILLIPS. IS" ELEUTOM AT SHEET 12 FOR MAX. FASTENER SPACSND A DP TABLES FOR OUANTITY7 EXTERIOR GRADE --/ —WMM FRAME PERIMETER CAULKIMG � EXTERIOR / � FAR ME MULLING ING DET rr NOTE THE LOWER PRESSURES OF THE "now OR MULL SHALL GOVERN 4' MAX. 0 12 S.D.S. X t 1/4' L SHIM ] tr FOR MAX. F SI AT BMW SPA j2 RIOR FOR Ax. FASTENER SPAODXO PERUVM —J L- -WNDOW FRAME NOTE: SEALANT EXTERIOR t UM TO BE PRINTED OR ORR PLATED. 2. METAL STRUCTURES: A) STEEL : Fy . 38 KSI M@0. (STEEL t8 GA. ISt1. TRICK - 04"1 8) ALUMINUM : SOB7 -T6 MIN. (ALUM. 0.078' MIN. THICK) MET r STRUCTURE ATTA HMENT DEW HS-8700—FLANGE FRAME WINDOW $ LL OF MATERIALS TEEM I PART / SOLID. DESCRIPTION RRMARXD O 1 L -7703 1 FRAME HEAD 6063 -3 ALUMINUM 2 L -8701 I FRAME SILL 6063 -T6 ALUMINUM 3 L -7701 t FRAME F %0. JAMB 6063 -T6 ALUMINUM 4 L -7704 I FRAME FIXED MEETING RAIL 6063 -T6 ALUMINUM S L -7703 1 VENT MEETING RAIL 6063 -T6 ALUMINUM 6 L -7707 1 VENT TOP /BOTTOM RAIL 6063 -T6 ALUMINUM 7 L -8703 I FRAME VENT JAMB 6063 -TG ALUMINUM 8 L -7706 I VENT JAMB LATCH RAIL 6063 -T6 ALUMINUM 9 L -8702 I FRAME SILL TRACK 6063 -TS ALUMINUM ID L -8705 I FRAME SILL RETAINING CLIP 6063 -T9 ALUMINUM 11 L -7708 AS REG% GLAZING DEAD t 3/8• ) 6063 -T5 ALUMINUM 12 FS -006 AS RED'D. FRAME ASSEMBLY SCREWS 88 X 3/4• P.H. PHILLIPS 13 FS-040 AS REOA INSTALLATION SCREWS 814 SMS FA/PHIL. 14 L4531 AS REO'D. VINYL BULB 1/4• DIAL BIA.B 83033 III IS PWS -003 AS REO'D. fIN SEAL WEATHERSTRIP 187• s x .230• h 16 PVS -DOS AS REO'D. FIN SEAL WEATHERSTRIP .1871 s x .3901 h 17 PWs -009 AS wWl), FIN SEAL WEATHERSTRIP .187' M x .310• h 18 L -7711 AS REO'D. GLAZING DEAD ( INSULATED) 6063 -73 ALUMDDIM 19 PVS -001 AS REDS PILE D GLAZING DEAD .187• x M .150• h 20 L -8706 AS REO'D, SILL RISER ADAPTER 6063 -T9 ALUM.- OPTIONAL 21 L -7539 2 VENT EXTRUDED SPRING LATCH 6063 -TS ALUMINUM Be HC -097 -1 2 VENT MOLDED SPRING LATCH MOLDED NYLON 23 L -7523 I x LATCH LATCH SPRING STAINLESS STEEL 24 • 2 SILL /JAMB JOINT GASKET 1/16' CLOSED CELL FOAM 25 FS -041 2 SO.L RAIL ASSEMBLY SCREW 88 X 2 1/4' P.H./PHIL. 26.1 HC -044 -1 2 WEEP FLAP 6 BAFFLE x 215 NC- 1 X WEEP OPEN CELL FOAM PAD 1/@• X 1/2• X E^ L 27 HC -040 -1 2 SASH ROLLER A HOUSING x 28 HC -026 -1 1 SCREEN FRAME 6 MESH x 29 M 1 ATTACHMENT SCREW @ CLIP DO X SIB' S.D.S. 30 HC-088 -1 2 VENT SWEEP LATCH KmDED NYLON 31 NC -059 -1 2 VENT SWEEP LATCH DIE CAST METAL 32 L -8830 X AnChw FRAME SILL ANCHOR CLIP 6063 -T3 ALUMINUM 33 M 2 LAMINATED GLASS See DeteRS D L.H. of sheet 9 34 • AS fEWD. GLAZING SILICONE See DetDRs D LH of sheet 9 3S OPTIONAL AS COLONIAL FALSE PSUNTIN oZUMBe(A4 36 SM -3304 AS JOINT SEALANT • 37 I x AS REWD. PERIMETER ACRYLIC CAULK GSI POLYSEAMSEAL jyyRing uiHhm ft Flooft A t.IND a Y O � Q h t-"�NO .YhI o 3CP� h r 0. Qcz�70 e 0 odsi O 3 � 4 1�� C G Ti 1 i 4t A 0 TTBM cum DiscwPnMT Dsun IAiDRAT@ t 1/B' ANEALED SAES - WTACITE PVB @ OD90' Pul4T[C INTERLAKR or .Dwow, 3 t/8• AtdEALF3f 01.AS8 p� 19 16 'SR = DPTIDNS•, WV CONING a" 33 CAW TREiCO SPE- CTRA 2� INSULATED LAMINATE GLASS COW-ugfrION A THIN otm Dzmmwm DRILL LAMM= I t/D• mommeD RH.ASS I R &NO' PLASTIC OMMLAVER ® .W' SAF'LEK PVD /8' GL 3 1 ANNEALED ASS HP - SMUTIA- 4 1/4' "MmATEO AIR SPACE S SAP AAAtALED G1.A13 tq CLASS INSULATM 1TBM . DESCMPNDN DBTAIt GIOMATS I I/8' AM ONLED 6L0.4S 1 @ DDd• PLASTIC INTERLATER a/4• PYB 2 1/8' ANNEALED BLASE or '01RGMT• 4 1/4. OWAATED AIR SPACE __ 3 1/8• ANNEALED GLASS DD atn' O rm Mao DBBCABm DSI'Ad LAWMATS DISCRIPIM 1 INS' NEAT- STROWWOENED DLASS �, @ DDTN' Pumm MTERLAVER � ,W. PYN s 1/e' HEAT- STRENGMEXED TA.ASS By. •DIANDIT• 4 V4' M LATCD AIR SPACE -- - D VB• ANNEALED MASS M . Lx) VD=VS WITH GLASS TYPES •A. C, CR 6- DWALLED ABOVE 3WI. M THE HVH2. THE IL, ExTERtOR LITE SMALL BE TEMPERED. GLAZING DETAILS AND OEZLQNS ALUMINUM MULLION - ttULLteIaYPE SIZE AND MAX. OESiGN PRESSURE LDATATIONS. (ALUM. 0.078" MIN. THICK) THE LOWER PRESSURES WR40pW OR MULL SHALL -8 lB X 3/4• S.D.S. FLAT HEAD, PHILLIPS. IS" ELEUTOM AT SHEET 12 FOR MAX. FASTENER SPACSND A DP TABLES FOR OUANTITY7 EXTERIOR GRADE --/ —WMM FRAME PERIMETER CAULKIMG � EXTERIOR / � FAR ME MULLING ING DET rr NOTE THE LOWER PRESSURES OF THE "now OR MULL SHALL GOVERN 4' MAX. 0 12 S.D.S. X t 1/4' L SHIM ] tr FOR MAX. F SI AT BMW SPA j2 RIOR FOR Ax. FASTENER SPAODXO PERUVM —J L- -WNDOW FRAME NOTE: SEALANT EXTERIOR t UM TO BE PRINTED OR ORR PLATED. 2. METAL STRUCTURES: A) STEEL : Fy . 38 KSI M@0. (STEEL t8 GA. ISt1. TRICK - 04"1 8) ALUMINUM : SOB7 -T6 MIN. (ALUM. 0.078' MIN. THICK) MET r STRUCTURE ATTA HMENT DEW HS-8700—FLANGE FRAME WINDOW $ LL OF MATERIALS TEEM I PART / SOLID. DESCRIPTION RRMARXD O 1 L -7703 1 FRAME HEAD 6063 -3 ALUMINUM 2 L -8701 I FRAME SILL 6063 -T6 ALUMINUM 3 L -7701 t FRAME F %0. JAMB 6063 -T6 ALUMINUM 4 L -7704 I FRAME FIXED MEETING RAIL 6063 -T6 ALUMINUM S L -7703 1 VENT MEETING RAIL 6063 -T6 ALUMINUM 6 L -7707 1 VENT TOP /BOTTOM RAIL 6063 -T6 ALUMINUM 7 L -8703 I FRAME VENT JAMB 6063 -TG ALUMINUM 8 L -7706 I VENT JAMB LATCH RAIL 6063 -T6 ALUMINUM 9 L -8702 I FRAME SILL TRACK 6063 -TS ALUMINUM ID L -8705 I FRAME SILL RETAINING CLIP 6063 -T9 ALUMINUM 11 L -7708 AS REG% GLAZING DEAD t 3/8• ) 6063 -T5 ALUMINUM 12 FS -006 AS RED'D. FRAME ASSEMBLY SCREWS 88 X 3/4• P.H. PHILLIPS 13 FS-040 AS REOA INSTALLATION SCREWS 814 SMS FA/PHIL. 14 L4531 AS REO'D. VINYL BULB 1/4• DIAL BIA.B 83033 III IS PWS -003 AS REO'D. fIN SEAL WEATHERSTRIP 187• s x .230• h 16 PVS -DOS AS REO'D. FIN SEAL WEATHERSTRIP .1871 s x .3901 h 17 PWs -009 AS wWl), FIN SEAL WEATHERSTRIP .187' M x .310• h 18 L -7711 AS REO'D. GLAZING DEAD ( INSULATED) 6063 -73 ALUMDDIM 19 PVS -001 AS REDS PILE D GLAZING DEAD .187• x M .150• h 20 L -8706 AS REO'D, SILL RISER ADAPTER 6063 -T9 ALUM.- OPTIONAL 21 L -7539 2 VENT EXTRUDED SPRING LATCH 6063 -TS ALUMINUM Be HC -097 -1 2 VENT MOLDED SPRING LATCH MOLDED NYLON 23 L -7523 I x LATCH LATCH SPRING STAINLESS STEEL 24 • 2 SILL /JAMB JOINT GASKET 1/16' CLOSED CELL FOAM 25 FS -041 2 SO.L RAIL ASSEMBLY SCREW 88 X 2 1/4' P.H./PHIL. 26.1 HC -044 -1 2 WEEP FLAP 6 BAFFLE x 215 NC- 1 X WEEP OPEN CELL FOAM PAD 1/@• X 1/2• X E^ L 27 HC -040 -1 2 SASH ROLLER A HOUSING x 28 HC -026 -1 1 SCREEN FRAME 6 MESH x 29 M 1 ATTACHMENT SCREW @ CLIP DO X SIB' S.D.S. 30 HC-088 -1 2 VENT SWEEP LATCH KmDED NYLON 31 NC -059 -1 2 VENT SWEEP LATCH DIE CAST METAL 32 L -8830 X AnChw FRAME SILL ANCHOR CLIP 6063 -T3 ALUMINUM 33 M 2 LAMINATED GLASS See DeteRS D L.H. of sheet 9 34 • AS fEWD. GLAZING SILICONE See DetDRs D LH of sheet 9 3S OPTIONAL AS COLONIAL FALSE PSUNTIN oZUMBe(A4 36 SM -3304 AS JOINT SEALANT • 37 I x AS REWD. PERIMETER ACRYLIC CAULK GSI POLYSEAMSEAL jyyRing uiHhm ft Flooft A t.IND a Y O � Q h t-"�NO .YhI o 3CP� h r 0. Qcz�70 e 0 odsi O 3 � 4 1�� C G Ti 1 i 4t 19 16 'SR = DPTIDNS•, WV CONING a" 33 CAW TREiCO SPE- CTRA 2� INSULATED LAMINATE GLASS COW-ugfrION A THIN otm Dzmmwm DRILL LAMM= I t/D• mommeD RH.ASS I R &NO' PLASTIC OMMLAVER ® .W' SAF'LEK PVD /8' GL 3 1 ANNEALED ASS HP - SMUTIA- 4 1/4' "MmATEO AIR SPACE S SAP AAAtALED G1.A13 tq CLASS INSULATM 1TBM . DESCMPNDN DBTAIt GIOMATS I I/8' AM ONLED 6L0.4S 1 @ DDd• PLASTIC INTERLATER a/4• PYB 2 1/8' ANNEALED BLASE or '01RGMT• 4 1/4. OWAATED AIR SPACE __ 3 1/8• ANNEALED GLASS DD atn' O rm Mao DBBCABm DSI'Ad LAWMATS DISCRIPIM 1 INS' NEAT- STROWWOENED DLASS �, @ DDTN' Pumm MTERLAVER � ,W. PYN s 1/e' HEAT- STRENGMEXED TA.ASS By. •DIANDIT• 4 V4' M LATCD AIR SPACE -- - D VB• ANNEALED MASS M . Lx) VD=VS WITH GLASS TYPES •A. C, CR 6- DWALLED ABOVE 3WI. M THE HVH2. THE IL, ExTERtOR LITE SMALL BE TEMPERED. GLAZING DETAILS AND OEZLQNS ALUMINUM MULLION - ttULLteIaYPE SIZE AND MAX. OESiGN PRESSURE LDATATIONS. (ALUM. 0.078" MIN. THICK) THE LOWER PRESSURES WR40pW OR MULL SHALL -8 lB X 3/4• S.D.S. FLAT HEAD, PHILLIPS. IS" ELEUTOM AT SHEET 12 FOR MAX. FASTENER SPACSND A DP TABLES FOR OUANTITY7 EXTERIOR GRADE --/ —WMM FRAME PERIMETER CAULKIMG � EXTERIOR / � FAR ME MULLING ING DET rr NOTE THE LOWER PRESSURES OF THE "now OR MULL SHALL GOVERN 4' MAX. 0 12 S.D.S. X t 1/4' L SHIM ] tr FOR MAX. F SI AT BMW SPA j2 RIOR FOR Ax. FASTENER SPAODXO PERUVM —J L- -WNDOW FRAME NOTE: SEALANT EXTERIOR t UM TO BE PRINTED OR ORR PLATED. 2. METAL STRUCTURES: A) STEEL : Fy . 38 KSI M@0. (STEEL t8 GA. ISt1. TRICK - 04"1 8) ALUMINUM : SOB7 -T6 MIN. (ALUM. 0.078' MIN. THICK) MET r STRUCTURE ATTA HMENT DEW HS-8700—FLANGE FRAME WINDOW $ LL OF MATERIALS TEEM I PART / SOLID. DESCRIPTION RRMARXD O 1 L -7703 1 FRAME HEAD 6063 -3 ALUMINUM 2 L -8701 I FRAME SILL 6063 -T6 ALUMINUM 3 L -7701 t FRAME F %0. JAMB 6063 -T6 ALUMINUM 4 L -7704 I FRAME FIXED MEETING RAIL 6063 -T6 ALUMINUM S L -7703 1 VENT MEETING RAIL 6063 -T6 ALUMINUM 6 L -7707 1 VENT TOP /BOTTOM RAIL 6063 -T6 ALUMINUM 7 L -8703 I FRAME VENT JAMB 6063 -TG ALUMINUM 8 L -7706 I VENT JAMB LATCH RAIL 6063 -T6 ALUMINUM 9 L -8702 I FRAME SILL TRACK 6063 -TS ALUMINUM ID L -8705 I FRAME SILL RETAINING CLIP 6063 -T9 ALUMINUM 11 L -7708 AS REG% GLAZING DEAD t 3/8• ) 6063 -T5 ALUMINUM 12 FS -006 AS RED'D. FRAME ASSEMBLY SCREWS 88 X 3/4• P.H. PHILLIPS 13 FS-040 AS REOA INSTALLATION SCREWS 814 SMS FA/PHIL. 14 L4531 AS REO'D. VINYL BULB 1/4• DIAL BIA.B 83033 III IS PWS -003 AS REO'D. fIN SEAL WEATHERSTRIP 187• s x .230• h 16 PVS -DOS AS REO'D. FIN SEAL WEATHERSTRIP .1871 s x .3901 h 17 PWs -009 AS wWl), FIN SEAL WEATHERSTRIP .187' M x .310• h 18 L -7711 AS REO'D. GLAZING DEAD ( INSULATED) 6063 -73 ALUMDDIM 19 PVS -001 AS REDS PILE D GLAZING DEAD .187• x M .150• h 20 L -8706 AS REO'D, SILL RISER ADAPTER 6063 -T9 ALUM.- OPTIONAL 21 L -7539 2 VENT EXTRUDED SPRING LATCH 6063 -TS ALUMINUM Be HC -097 -1 2 VENT MOLDED SPRING LATCH MOLDED NYLON 23 L -7523 I x LATCH LATCH SPRING STAINLESS STEEL 24 • 2 SILL /JAMB JOINT GASKET 1/16' CLOSED CELL FOAM 25 FS -041 2 SO.L RAIL ASSEMBLY SCREW 88 X 2 1/4' P.H./PHIL. 26.1 HC -044 -1 2 WEEP FLAP 6 BAFFLE x 215 NC- 1 X WEEP OPEN CELL FOAM PAD 1/@• X 1/2• X E^ L 27 HC -040 -1 2 SASH ROLLER A HOUSING x 28 HC -026 -1 1 SCREEN FRAME 6 MESH x 29 M 1 ATTACHMENT SCREW @ CLIP DO X SIB' S.D.S. 30 HC-088 -1 2 VENT SWEEP LATCH KmDED NYLON 31 NC -059 -1 2 VENT SWEEP LATCH DIE CAST METAL 32 L -8830 X AnChw FRAME SILL ANCHOR CLIP 6063 -T3 ALUMINUM 33 M 2 LAMINATED GLASS See DeteRS D L.H. of sheet 9 34 • AS fEWD. GLAZING SILICONE See DetDRs D LH of sheet 9 3S OPTIONAL AS COLONIAL FALSE PSUNTIN oZUMBe(A4 36 SM -3304 AS JOINT SEALANT • 37 I x AS REWD. PERIMETER ACRYLIC CAULK GSI POLYSEAMSEAL jyyRing uiHhm ft Flooft A t.IND a Y O � Q h t-"�NO .YhI o 3CP� h r 0. Qcz�70 e 0 odsi O 3 � 4 1�� C G Ti 1 i 4t CLASS INSULATM 1TBM . DESCMPNDN DBTAIt GIOMATS I I/8' AM ONLED 6L0.4S 1 @ DDd• PLASTIC INTERLATER a/4• PYB 2 1/8' ANNEALED BLASE or '01RGMT• 4 1/4. OWAATED AIR SPACE __ 3 1/8• ANNEALED GLASS DD atn' O rm Mao DBBCABm DSI'Ad LAWMATS DISCRIPIM 1 INS' NEAT- STROWWOENED DLASS �, @ DDTN' Pumm MTERLAVER � ,W. PYN s 1/e' HEAT- STRENGMEXED TA.ASS By. •DIANDIT• 4 V4' M LATCD AIR SPACE -- - D VB• ANNEALED MASS M . Lx) VD=VS WITH GLASS TYPES •A. C, CR 6- DWALLED ABOVE 3WI. M THE HVH2. THE IL, ExTERtOR LITE SMALL BE TEMPERED. GLAZING DETAILS AND OEZLQNS ALUMINUM MULLION - ttULLteIaYPE SIZE AND MAX. OESiGN PRESSURE LDATATIONS. (ALUM. 0.078" MIN. THICK) THE LOWER PRESSURES WR40pW OR MULL SHALL -8 lB X 3/4• S.D.S. FLAT HEAD, PHILLIPS. IS" ELEUTOM AT SHEET 12 FOR MAX. FASTENER SPACSND A DP TABLES FOR OUANTITY7 EXTERIOR GRADE --/ —WMM FRAME PERIMETER CAULKIMG � EXTERIOR / � FAR ME MULLING ING DET rr NOTE THE LOWER PRESSURES OF THE "now OR MULL SHALL GOVERN 4' MAX. 0 12 S.D.S. X t 1/4' L SHIM ] tr FOR MAX. F SI AT BMW SPA j2 RIOR FOR Ax. FASTENER SPAODXO PERUVM —J L- -WNDOW FRAME NOTE: SEALANT EXTERIOR t UM TO BE PRINTED OR ORR PLATED. 2. METAL STRUCTURES: A) STEEL : Fy . 38 KSI M@0. (STEEL t8 GA. ISt1. TRICK - 04"1 8) ALUMINUM : SOB7 -T6 MIN. (ALUM. 0.078' MIN. THICK) MET r STRUCTURE ATTA HMENT DEW HS-8700—FLANGE FRAME WINDOW $ LL OF MATERIALS TEEM I PART / SOLID. DESCRIPTION RRMARXD O 1 L -7703 1 FRAME HEAD 6063 -3 ALUMINUM 2 L -8701 I FRAME SILL 6063 -T6 ALUMINUM 3 L -7701 t FRAME F %0. JAMB 6063 -T6 ALUMINUM 4 L -7704 I FRAME FIXED MEETING RAIL 6063 -T6 ALUMINUM S L -7703 1 VENT MEETING RAIL 6063 -T6 ALUMINUM 6 L -7707 1 VENT TOP /BOTTOM RAIL 6063 -T6 ALUMINUM 7 L -8703 I FRAME VENT JAMB 6063 -TG ALUMINUM 8 L -7706 I VENT JAMB LATCH RAIL 6063 -T6 ALUMINUM 9 L -8702 I FRAME SILL TRACK 6063 -TS ALUMINUM ID L -8705 I FRAME SILL RETAINING CLIP 6063 -T9 ALUMINUM 11 L -7708 AS REG% GLAZING DEAD t 3/8• ) 6063 -T5 ALUMINUM 12 FS -006 AS RED'D. FRAME ASSEMBLY SCREWS 88 X 3/4• P.H. PHILLIPS 13 FS-040 AS REOA INSTALLATION SCREWS 814 SMS FA/PHIL. 14 L4531 AS REO'D. VINYL BULB 1/4• DIAL BIA.B 83033 III IS PWS -003 AS REO'D. fIN SEAL WEATHERSTRIP 187• s x .230• h 16 PVS -DOS AS REO'D. FIN SEAL WEATHERSTRIP .1871 s x .3901 h 17 PWs -009 AS wWl), FIN SEAL WEATHERSTRIP .187' M x .310• h 18 L -7711 AS REO'D. GLAZING DEAD ( INSULATED) 6063 -73 ALUMDDIM 19 PVS -001 AS REDS PILE D GLAZING DEAD .187• x M .150• h 20 L -8706 AS REO'D, SILL RISER ADAPTER 6063 -T9 ALUM.- OPTIONAL 21 L -7539 2 VENT EXTRUDED SPRING LATCH 6063 -TS ALUMINUM Be HC -097 -1 2 VENT MOLDED SPRING LATCH MOLDED NYLON 23 L -7523 I x LATCH LATCH SPRING STAINLESS STEEL 24 • 2 SILL /JAMB JOINT GASKET 1/16' CLOSED CELL FOAM 25 FS -041 2 SO.L RAIL ASSEMBLY SCREW 88 X 2 1/4' P.H./PHIL. 26.1 HC -044 -1 2 WEEP FLAP 6 BAFFLE x 215 NC- 1 X WEEP OPEN CELL FOAM PAD 1/@• X 1/2• X E^ L 27 HC -040 -1 2 SASH ROLLER A HOUSING x 28 HC -026 -1 1 SCREEN FRAME 6 MESH x 29 M 1 ATTACHMENT SCREW @ CLIP DO X SIB' S.D.S. 30 HC-088 -1 2 VENT SWEEP LATCH KmDED NYLON 31 NC -059 -1 2 VENT SWEEP LATCH DIE CAST METAL 32 L -8830 X AnChw FRAME SILL ANCHOR CLIP 6063 -T3 ALUMINUM 33 M 2 LAMINATED GLASS See DeteRS D L.H. of sheet 9 34 • AS fEWD. GLAZING SILICONE See DetDRs D LH of sheet 9 3S OPTIONAL AS COLONIAL FALSE PSUNTIN oZUMBe(A4 36 SM -3304 AS JOINT SEALANT • 37 I x AS REWD. PERIMETER ACRYLIC CAULK GSI POLYSEAMSEAL jyyRing uiHhm ft Flooft A t.IND a Y O � Q h t-"�NO .YhI o 3CP� h r 0. Qcz�70 e 0 odsi O 3 � 4 1�� C G Ti 1 i 4t O rm Mao DBBCABm DSI'Ad LAWMATS DISCRIPIM 1 INS' NEAT- STROWWOENED DLASS �, @ DDTN' Pumm MTERLAVER � ,W. PYN s 1/e' HEAT- STRENGMEXED TA.ASS By. •DIANDIT• 4 V4' M LATCD AIR SPACE -- - D VB• ANNEALED MASS M . Lx) VD=VS WITH GLASS TYPES •A. C, CR 6- DWALLED ABOVE 3WI. M THE HVH2. THE IL, ExTERtOR LITE SMALL BE TEMPERED. GLAZING DETAILS AND OEZLQNS ALUMINUM MULLION - ttULLteIaYPE SIZE AND MAX. OESiGN PRESSURE LDATATIONS. (ALUM. 0.078" MIN. THICK) THE LOWER PRESSURES WR40pW OR MULL SHALL -8 lB X 3/4• S.D.S. FLAT HEAD, PHILLIPS. IS" ELEUTOM AT SHEET 12 FOR MAX. FASTENER SPACSND A DP TABLES FOR OUANTITY7 EXTERIOR GRADE --/ —WMM FRAME PERIMETER CAULKIMG � EXTERIOR / � FAR ME MULLING ING DET rr NOTE THE LOWER PRESSURES OF THE "now OR MULL SHALL GOVERN 4' MAX. 0 12 S.D.S. X t 1/4' L SHIM ] tr FOR MAX. F SI AT BMW SPA j2 RIOR FOR Ax. FASTENER SPAODXO PERUVM —J L- -WNDOW FRAME NOTE: SEALANT EXTERIOR t UM TO BE PRINTED OR ORR PLATED. 2. METAL STRUCTURES: A) STEEL : Fy . 38 KSI M@0. (STEEL t8 GA. ISt1. TRICK - 04"1 8) ALUMINUM : SOB7 -T6 MIN. (ALUM. 0.078' MIN. THICK) MET r STRUCTURE ATTA HMENT DEW HS-8700—FLANGE FRAME WINDOW $ LL OF MATERIALS TEEM I PART / SOLID. DESCRIPTION RRMARXD O 1 L -7703 1 FRAME HEAD 6063 -3 ALUMINUM 2 L -8701 I FRAME SILL 6063 -T6 ALUMINUM 3 L -7701 t FRAME F %0. JAMB 6063 -T6 ALUMINUM 4 L -7704 I FRAME FIXED MEETING RAIL 6063 -T6 ALUMINUM S L -7703 1 VENT MEETING RAIL 6063 -T6 ALUMINUM 6 L -7707 1 VENT TOP /BOTTOM RAIL 6063 -T6 ALUMINUM 7 L -8703 I FRAME VENT JAMB 6063 -TG ALUMINUM 8 L -7706 I VENT JAMB LATCH RAIL 6063 -T6 ALUMINUM 9 L -8702 I FRAME SILL TRACK 6063 -TS ALUMINUM ID L -8705 I FRAME SILL RETAINING CLIP 6063 -T9 ALUMINUM 11 L -7708 AS REG% GLAZING DEAD t 3/8• ) 6063 -T5 ALUMINUM 12 FS -006 AS RED'D. FRAME ASSEMBLY SCREWS 88 X 3/4• P.H. PHILLIPS 13 FS-040 AS REOA INSTALLATION SCREWS 814 SMS FA/PHIL. 14 L4531 AS REO'D. VINYL BULB 1/4• DIAL BIA.B 83033 III IS PWS -003 AS REO'D. fIN SEAL WEATHERSTRIP 187• s x .230• h 16 PVS -DOS AS REO'D. FIN SEAL WEATHERSTRIP .1871 s x .3901 h 17 PWs -009 AS wWl), FIN SEAL WEATHERSTRIP .187' M x .310• h 18 L -7711 AS REO'D. GLAZING DEAD ( INSULATED) 6063 -73 ALUMDDIM 19 PVS -001 AS REDS PILE D GLAZING DEAD .187• x M .150• h 20 L -8706 AS REO'D, SILL RISER ADAPTER 6063 -T9 ALUM.- OPTIONAL 21 L -7539 2 VENT EXTRUDED SPRING LATCH 6063 -TS ALUMINUM Be HC -097 -1 2 VENT MOLDED SPRING LATCH MOLDED NYLON 23 L -7523 I x LATCH LATCH SPRING STAINLESS STEEL 24 • 2 SILL /JAMB JOINT GASKET 1/16' CLOSED CELL FOAM 25 FS -041 2 SO.L RAIL ASSEMBLY SCREW 88 X 2 1/4' P.H./PHIL. 26.1 HC -044 -1 2 WEEP FLAP 6 BAFFLE x 215 NC- 1 X WEEP OPEN CELL FOAM PAD 1/@• X 1/2• X E^ L 27 HC -040 -1 2 SASH ROLLER A HOUSING x 28 HC -026 -1 1 SCREEN FRAME 6 MESH x 29 M 1 ATTACHMENT SCREW @ CLIP DO X SIB' S.D.S. 30 HC-088 -1 2 VENT SWEEP LATCH KmDED NYLON 31 NC -059 -1 2 VENT SWEEP LATCH DIE CAST METAL 32 L -8830 X AnChw FRAME SILL ANCHOR CLIP 6063 -T3 ALUMINUM 33 M 2 LAMINATED GLASS See DeteRS D L.H. of sheet 9 34 • AS fEWD. GLAZING SILICONE See DetDRs D LH of sheet 9 3S OPTIONAL AS COLONIAL FALSE PSUNTIN oZUMBe(A4 36 SM -3304 AS JOINT SEALANT • 37 I x AS REWD. PERIMETER ACRYLIC CAULK GSI POLYSEAMSEAL jyyRing uiHhm ft Flooft A t.IND a Y O � Q h t-"�NO .YhI o 3CP� h r 0. Qcz�70 e 0 odsi O 3 � 4 1�� C G Ti 1 i 4t HS-8700—FLANGE FRAME WINDOW $ LL OF MATERIALS TEEM I PART / SOLID. DESCRIPTION RRMARXD O 1 L -7703 1 FRAME HEAD 6063 -3 ALUMINUM 2 L -8701 I FRAME SILL 6063 -T6 ALUMINUM 3 L -7701 t FRAME F %0. JAMB 6063 -T6 ALUMINUM 4 L -7704 I FRAME FIXED MEETING RAIL 6063 -T6 ALUMINUM S L -7703 1 VENT MEETING RAIL 6063 -T6 ALUMINUM 6 L -7707 1 VENT TOP /BOTTOM RAIL 6063 -T6 ALUMINUM 7 L -8703 I FRAME VENT JAMB 6063 -TG ALUMINUM 8 L -7706 I VENT JAMB LATCH RAIL 6063 -T6 ALUMINUM 9 L -8702 I FRAME SILL TRACK 6063 -TS ALUMINUM ID L -8705 I FRAME SILL RETAINING CLIP 6063 -T9 ALUMINUM 11 L -7708 AS REG% GLAZING DEAD t 3/8• ) 6063 -T5 ALUMINUM 12 FS -006 AS RED'D. FRAME ASSEMBLY SCREWS 88 X 3/4• P.H. PHILLIPS 13 FS-040 AS REOA INSTALLATION SCREWS 814 SMS FA/PHIL. 14 L4531 AS REO'D. VINYL BULB 1/4• DIAL BIA.B 83033 III IS PWS -003 AS REO'D. fIN SEAL WEATHERSTRIP 187• s x .230• h 16 PVS -DOS AS REO'D. FIN SEAL WEATHERSTRIP .1871 s x .3901 h 17 PWs -009 AS wWl), FIN SEAL WEATHERSTRIP .187' M x .310• h 18 L -7711 AS REO'D. GLAZING DEAD ( INSULATED) 6063 -73 ALUMDDIM 19 PVS -001 AS REDS PILE D GLAZING DEAD .187• x M .150• h 20 L -8706 AS REO'D, SILL RISER ADAPTER 6063 -T9 ALUM.- OPTIONAL 21 L -7539 2 VENT EXTRUDED SPRING LATCH 6063 -TS ALUMINUM Be HC -097 -1 2 VENT MOLDED SPRING LATCH MOLDED NYLON 23 L -7523 I x LATCH LATCH SPRING STAINLESS STEEL 24 • 2 SILL /JAMB JOINT GASKET 1/16' CLOSED CELL FOAM 25 FS -041 2 SO.L RAIL ASSEMBLY SCREW 88 X 2 1/4' P.H./PHIL. 26.1 HC -044 -1 2 WEEP FLAP 6 BAFFLE x 215 NC- 1 X WEEP OPEN CELL FOAM PAD 1/@• X 1/2• X E^ L 27 HC -040 -1 2 SASH ROLLER A HOUSING x 28 HC -026 -1 1 SCREEN FRAME 6 MESH x 29 M 1 ATTACHMENT SCREW @ CLIP DO X SIB' S.D.S. 30 HC-088 -1 2 VENT SWEEP LATCH KmDED NYLON 31 NC -059 -1 2 VENT SWEEP LATCH DIE CAST METAL 32 L -8830 X AnChw FRAME SILL ANCHOR CLIP 6063 -T3 ALUMINUM 33 M 2 LAMINATED GLASS See DeteRS D L.H. of sheet 9 34 • AS fEWD. GLAZING SILICONE See DetDRs D LH of sheet 9 3S OPTIONAL AS COLONIAL FALSE PSUNTIN oZUMBe(A4 36 SM -3304 AS JOINT SEALANT • 37 I x AS REWD. PERIMETER ACRYLIC CAULK GSI POLYSEAMSEAL jyyRing uiHhm ft Flooft A t.IND a Y O � Q h t-"�NO .YhI o 3CP� h r 0. Qcz�70 e 0 odsi O 3 � 4 1�� C G Ti 1 i 4t jyyRing uiHhm ft Flooft A t.IND a Y O � Q h t-"�NO .YhI o 3CP� h r 0. Qcz�70 e 0 odsi O 3 � 4 1�� C G Ti 1 i 4t 4t FRAME BEAD L -7703 12" I FRAME IrD(Eb JAMB L -7701 SILL TRACK L -8702 FRAME 1 O O 2,643 O D62 844 O 1P8S FRAME TOP CORNEA \ � m O Mf m h m m p p 4 O C .'F .� � � o o e Y t � A62 2.6St RETAINING CLIP SI �ORg Z w 1s39 G , O L466 a62 WW MP Ran FRAME 1 a z g FFRA1 SILL FRAME VENT JAMB 2.374 .062 A6 E 2643 VENT TOP CORNER £SAME BOTTOM CORNER \ Egme S Vf7i7 `uR RA4 \• O '\•i ^ <! r�.�.• N 1 `•� O 89 LENT SPRING LATCH 21 Me O vcur LpCx Raa j 1 O VENT INTERLOCK RAIL L-7703 O FDCED MEETING RAIL L -7704 VENT TOP /BOTTOM RAIL L -7707 O 4w © O veRi Renew Ran. j rn,ue en. ,yy _< A62 2862 2 878 1373 .062 L16S VENT BOTTOM CORNER a 1 L077� FRAME &SASH CORNER ASSEMBLY DETAILS VENT JAMB RAIL L -7748 O 3BJ ANCHOR CLIP L -8830 32 GLAZING BEAD GLAZING BEAD L -7711 ADAPTER L -8706 ° °tputtep t0 °° 613 4j�i� 4450 2.� 862 aes 094 � L -7708 ,OSO .F 18 6S0 '� 20 son LSO PRODUCr U�mPlylOg vtAh dia�� BOild%g C06C Aaeplence Nu �•��•.....•,•�1N O C� �m 2.79s jll— teR ore •• •• iP3S .773 .773+ DPde •�•• !Of ° °0a fdlfdlPfl• tet ° °0 � A