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HomeMy WebLinkAboutNOASCANNED, BY MIAMI•DADE St. Lucie Cou* Nuivn—DARE COUNTY 0 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805'SW 26 Street, Room 208 i BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 _NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Lawson Industries, Inc. v 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 RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ)'. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11SH-7700 (Flange Frame)" Aluminum Single Hung Window -L,M.I. APPROVAL DOCUMENT: Drawing No. L7700-0901, titled "Series-7700 Single Hung Flange Frame Impact Window", sheets 01 through 05 of 05, dated 05/27/09, with revision `B" dated 08/11/14, prepared by manufacturer, and 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 manufacturers name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0127.16 and consists of this page 1 and 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. NOA No.14-0908.10 Expiration Date: December 27, 2016 to 3�{E Approval Date: November 06, 2014 Page I I' RANDALL E. 37OFFT ARCHITECT; 379 ARk0071145 APPROVED REVISE 6 RESUBh11T APPROVED AS CORRECTED REJECTED Tt:is revi'nr is en;y for general conformance with the design concept of the f'c_Nc± i:d g_re:al comp4anca with b;a ilformaton g;ven in the contract ` .,re•r; . Canada"" or comments made on the shop dmMNs during do rot ro!ava the contmctrfrom mmpliance with the require- 0 pars and specitcatans. Approval of a specl5c item shall not inc'aO approval of an assembly of which the ham is a component. Con- tmcior is rospaasibla for. Dimensions to be Motioned and correlated at the job s;ie; Infm;raton that Pertains saaty to the fabrication processes or to the moans, methods, techniques, sequences and procedures of construe - ton: cooNinatan of the work of in a saandsatisfactory aA other halos; and for performing all work 1fa sf)manner. DAM I�JLV1� y1 BY: J Y MIAMI•I MODE . MIAMI—DARE COUNTY 0 PRODUCT CONTROL SECTION DEPARTAIENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW26 Street, Room208 BOARD AND CODE ADAIINISTRATION DIVISION T (786) 315-2590 F (7W 315-2599 NOTICE OF ACCEPTANCE (NOA) rvww.miamidade.eov/economy Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable Hiles and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ)'. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or materiiaL fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or materialfails 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 "SH-7700 (Flange Frame)" Aluminum Single Hung Window-L.M.I. APPROVAL DOCUMENT: Drawing No. L7700-0901, titled "Series-7700 Single Hung Flange Frame Impact Window", sheets 01 through 05 of 05, dated 05/27/09, with revision "B" dated 08/11/14, prepared by manufacturer, and signed and sealed by Thomas J. Solos, 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 manufacturers name or logo, city, state, 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. TERINnNATION 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 No. 12-0127.16 and consists of this page 1 and evidence pages E-1, E-2 and . as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. 110 MIAMFDADE COUNTY ,� ra`L (NEWerr rr y Expiration D e:e�i ye^ 27, 2016 1 Approval Dat �uM 06, 2 Page . IN Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVH)ENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Sztbntiited finder petviotts NOA.1Vo. 09-0706.09) 2. Drawing No. L7700-0901, titled "Series-7700 Single Hung Flange Frame Impact Window", sheets 01 through 05 of 05, dated 05/27/09 with revision dated `B" dated 08/11/14, prepared by manufacturer, and 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 an aluminum single hung fin window, prepared by Hurricane Engineering & Testing, Inc., all Test Reports No.'s HE, TI-09-2530A and HETI-09-2530B, dated 03/02109, signed and sealed by Candido F. Font, P. E. (Srtbntilted trader pervious NOA No. 09-0706.09) 2. Test reports our: 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 an aluminum single hung fin window, prepared by Rurricane Engineering & Testing, Inc., all Test Reports No.'s HETI-08-2003 C, HETI-08 2004 A, HE, TI-08-2060 A, HETI-08 2060 B, HETI-08-2061 A, HETI-08-2061 B, HETI-08-2062 A, HE, TI-08-2062 B, HETI-08 2063A, HETI-08 2063B, HETI-08-2064A and HETI-08-2064B, dated 03/15/08, signed and sealed by Candido F. Font, P. E. (Sttbmitled under NOA No. 08-082S.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 2411 3.2.1, TAS 202-94 along with marked —up drawings and installation diagram of an aluminum single hung fin 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 Lilis Antonio Figueredo, P. E. (Subinitted under previous NOA No. 01-1009.01) E-1 Jaime D. Gasco P`C Product Cmntrol Section, ] cV' , NOANo�1;'4-''�101 8�,1?� Expiration Date: De pe ib&'%2/ Approval Date: N,9v fiber4 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 01/18/10, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No.11-0705.09) 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.T. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlasm Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5" Edition (2014), issued by manufacturer, dated 09102/14, signed and sealed by Thomas J. Sotos, P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC-2010, dated 01/25/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted underprevious NOA No.12-0127.16) 4. Statement letter of no financial interest, dated 05/28/09, signed and sealed by Thomas J. Sotos, P. E. (Submitted underprevious NOA No. 11-0705.09) 5. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to the NOA No. 08-0527.17, dated 02/27/09, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No.11-0705.09) Jaime D. Gascon, P. E, Product Control Section Supery s r NOA No. 14 96so r Expiratim Date: December Approval Date: Noven,�2 l;-2 q MIAMI•DADE NIIAASI—DARE COUNTY, FLORIDA 0M i PRODUCT CONTROL SECTION DEPARTAIENT OF REGULATORY AND ECONODIIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADt1'IIN'ISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/econom Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 Ql..— N®ALL E. AAMA337D APPROVED ARlND11105 ❑ APPROVED AS CORRECTED ❑ REVISE 8 RESUBMIT ❑ REJECTED This mvfaav is oph/ for cererel conformance v.9D) the dosion concept of the Prv"t Oral general ann ;i!an a ;;•;;h tho information given in fhe d::umen�,'. Cmr61V-rjs or r,,a,,;,-r'!s made rni i5a shop drawings during QD r�o, �"aV., tro ccntiartar t'om COmpJana;, Y/IDl the s durin- r.-.^d Pori and spec �ca6ons. A„, Proval of a sp„ chic it shall not tactlde apor,,,�; of an nasembty of which the qom is acomam shall Con- ob S!,8is rospn Lion t for: Dimensions to be con6med and wrro'I of the thenia;fofcrmahods tochr.hat fain, solely fofhe fabrication Processes at jI the or to word• anon s, tech�'q�-es, sequancesand procedures of nsWG k Von: coordination of the work of at ofhor Wdas: and for performing ell work ` in a safe and satisfactory manner. DATE: BY. code. Building cement — L.M.I. e Mullions" Sheets 01 nanufacturer, signed and I Section Revision stamp County Product Control heturer's name or logo, city, state, Approved", unless otherwise noted application has been filed and there has been the performance of this product. ne expiration date or if there has been a revision or change ��product or process. Misuse of this NOA as an endorsement other purposes slTall automatically terminate this NOA. Failure l be cause for termination and removal of NOA. /n mber preceded by the words Miami —Dade County, Florida, and /may be displayed in advertising literature. If any portion of the NOA is �a in its entirety. /6f this entire NOA shall be provided to the user by the manufacturer or its !available for inspection at the job site at the request of the Building Official. 11OA No. 12-0127.07 and consists of this page 1 and evidence pages 13 1, E 2 and 1r3, document mentioned above. anentation was reviewed by Jaime D. Gascon, P. F. NOA NQ hs� a FxpiratimDtii J ApprovalDate:NJ i Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Subnritted'uuder previous NOA's No.'s 02-0501.05 and 95-1212.09) 2. Drawing No. LAW—MIS-1001, titled "Aluminum Tube Mullions" Sheets 01 through 10 of 10, dated 04/27/16 with revision "B" dated 08/01/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Tensile Test report on 0.10" thick wall aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI42—T071, dated 09/16/02, tested per ASTM E8, signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under previous NOA No. 02-0501.05) 2. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 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-02-1714, dated 08/27/02, signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under previous NOA No. 02-0501.05) 3. Test report 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—inch 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 tnrder previous NOA No. 02-0501.05) 4. Test report 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 m sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HE,TI-02-1718, dated 8/27/02, signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted cruder previous NOA No. 02-0501.05) 5. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked —up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1717, dated 08/27102, signed and sealed by Rafael E, Droz—Seda, P. E. (Submitted under previous NOA No. 02-0501.05) Jaime D. Gascon, PE. Product Control Section Supervisor NOA No. 144908.08 Expiration Date: May 30, 2017 Approval Date: November 06, 2014 E-1 i Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTMED) 6. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 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 01/31/96, signed and sealed by Gilbert Diamond, P. E. (Submitted muter previous NOA No. 95-1212.09) 7. Test report 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—inch span mullion and a 45=inch high fixed window on top, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1383, dated 02/13/96, signed and sealed by Gilbert Diamond, P. E. (Submitted under previous NOA No. 95-1212.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by manufacturer, dated 05/17/10 and updated on 01/25/12, prepared, signed and sealed by Thomas J. Sotos, P.E. (Submitted underprevious NOA No. 12-012Z 07) 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5" Edition (2014), issued by manufacturer, dated 09/02114, signed and sealed by Thomas J. Sotos, P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of, the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance to and complying with FOC-2010, issued by manufacturer, dated 01/25/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted touter previous NOA No. *12-0127.07) 4. Statement letter of no financial interest, issued by manufacturer, dated 05/20/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA IV& 12-0127.07) Product Control 2017 Approval Date oa I Lawson Industries, Inc., NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 5. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to the NOA's No.'s 06-0620.17 and 06-0620.18, . dated 05/20/10, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No.10-0610.02) 6. Laboratory compliance letter for Test Reports No.'s HETI-02-1714, RETI-02-1716, HETI-02-1717, HETI-02-1718, crated 8/27/02 and HETI-02—T071, dated 09/16/02, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted ruiner previous NOA No. 02-0501.05) 7. Laboratory compliance letter for Test Reports No.'s FTL-1376, dated 01/31/96, and FTL-1383, dated 02113/96, both issued by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond, P. E. (Sribnritted tinderp-eviousNOANo. 02-0501.05) G. OTHERS 1. Notice of Acceptance No. 12-0127.07, issued to Lawson Industries, Inc. for their Series "Clipped Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.I.", approved on 03/29/12 and expiring on 05/30/17. Product Control Cxpiratioz t,��: MiTy 30, 2017 Approval D:lke: by.e i er QG, 2014 E-3 ANCHOR/CLIP GLAZING PRODUCT 3 ANCHOR/CLIP HORIZONTAL MULLION VERTICAL VERTICAL MULLION MULLION GLAZING GLAZING GLAZING z 0'. PRODUCT PRODUCT PRODUCT �I s ANCHOR/CLIP— MULLION SPAN WIDTH (W) = WI + W2 + W3 2 ANCHOR/CLIP MULLION GLAZING GLAZING PRODUCT p PRODUCT W1 + W2 2 THESE MULLIONS ARE RATED FOR LARGE_MISSILE. IMPACT AND CAN BE USED WITH ALL IAWSON'S MIAMI-DADE ANCHOR/CLIP COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. HORIZONTAL MULLION RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY GLAZING s PRODUCT 3 GENERAL NOTES: } N 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE 3 3; REQUIREMENTS OF THE FLORIDA BUILDING CODE 2014 EDIIION INCLUDING +'N HIGH VELOCITY HURRICANE ZONE (HYHZ). II 2. ALL GLAZING PRODUCTS USED WITH THESE MULUONS MUST MEET THE 3 APPUCABLE FLORIDA BLDG. WOE REQUIREMENTS I.E: WIND LOAD, WATER 3 INFILTRATON, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. II J. MUWONS ARE APPROVED MR IMPACT AND NON -IMPACT APPLICATIONS, 2 GLAZING a"I INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. PRODUCT 3 3 4-MOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER n 3 LOADS TO THE STRUCTURE F 5. ANCHORS SHAL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS La EMBEDMENT TO BASE I.WERLLL SHALL BE BEYOND WALL DRESSING OR STUCCO. - 3 G. ANCHORING OR LOADING COMMONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 7. A LOAD DURATION INCREASE IN ALOWABIE STRESS IS USED IN DESIGN OF ANCHORS ONLY. '8. D. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, THAT COME INTO CONTACT WI OTHER DISSIMILAR MATERIALS SHALL MEET TCOMEI ...... lnu eo��N 201 THE REQUIREMENTS OF ME 2014 FLORIDA BLDG. CODE - SECTION 2003.8.4. ANCHOR/CLIP HORIZONTAL MULLION GLAZING PRODUCT 3 GLAZING 'i GLAZING PRODUCT PRODUCT o < 3 VERTICAL MULLION ANCHOR/CLIP W1 W2 MULLION SPAN WIDTH (W) = wi + W2 2 MINI ION R 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. t REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 6, 7, B, & 0 OF 10 FOR DETAILS AND NOTES. + N • REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS i II s x o z PRODUCTRRVISBD OnOdiup CbdcM011u 1'IOtl00 q pp 08 p n�mn,mco No / op . .�vulh4Na I'm nct Cbnncl 0 4 a z 0 U �0 2X MULLION CLIP 6063-T6 IX MULLION CLIP W63-T6 NOTCH DnnoNAt 2 X 4 LT'PICAL STD. TUBE MIINDOW FRAME MULLION 2 X 6 STD. TUBE MULLION —2.000--i STANDARD IUBUTAR SHAPE —mm. WALL Aura - WW-T6 _TYPICAL GLAZING PRODUCT MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL 3EE YNIOOW oR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING CLIP LENGTH MULL IT. t X 2 1.688' 1 X 3 2.688' 1 X 4 3.688' 2 X 4 3.688' 2 x 6 5.668' RE TO FIT FIT SNUG 1 X 4 1 X 3 1 X 3 1 X 2 1 X 2 CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLIONCUSTOMIUL ION 600-TG 6063-T6 606346 6063-T6 6Ow_T6 Ixx: 2.070 ki Ixx: 1.000 in Ixx: 0.950 in Ixx: 0.370 in! Ixx: 0.330 in". Sxz: 1.035 IT? Sxx: 0.667 ini Sxx: 0.633 in° Sxx: 0.370 ink Sxx: 0.330 iRd (RANGE FRAME) (FIN FRAME) (FLVICE FR)MQ '(FIN FRAME) NGE FRAME) �2.000--i �grlywMIHNaIOmIAv DrildiuO Go e -L000- ,IPS ElPTI.I I N Dy I«Laaoy gl� 0aaa mU i. 12A M,t C �2A00� r 000� II 125 T- 66a6 aooa L azs � z6B6 A BBB i X 4 1 X 3 1 X 2 STD. TUBE MUI ❑ON STD. TUBE MULLION STD TURF MULLION 6063-T6 DOW-T6 WO-Yo JX6 2 X 4 Ixx: 2.070 in: 1.: 0.950 int. Ixx: 0.330 int STD. TuflE MULLION ttD TUB L� Sxx: 1.035 inP. Sxx: 0.633 ire Sxx: 0.330 in'. 600-TS 6063-76 1.: 8.280 in Ixx: 2.980 in! Sxx: 2.760 ink Sxx: 1.490 ink USE C14RTS AND GRAPHS AS F=CM. STEP 1 OCOMINE DESIGN LOAD REQUIRED MR PARIW4R OPEIRM. STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABUVE TOAD REOUREMENTS. STEP 3 USE CONNECTON TO MA.UM AS PER PRODUCT APPRO STEP 4 SPEDIFY GIUM SHIM EPAGNC. 2NO USNC CHARTSSUSON SHEET 3 OF 10 SIGN L AD WEE SIZE STEP 5 IN DESIGN MOVE. MORE MAN DESIGN LOAD SPECIFIED U STEP I ABOVE: USING ANCHOR PLWESECT ON SKEET 6 THEM B SIG ANCHOR CN STEP ON MORE 9, SEIECT ANCHOR 1YPE MN DESIGN RARNG MORE THIN ME DESIGN LEADS SPECIFIED IN STEP 1 ADOV£. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. NOTES: 1. REFER TO THE GENERAL NOTES ON SHEET I OF 10 FOR BUILDING CODE COMPLIANCE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 3. REFER TO SHEET I OF 10 FOR TYPICAL MULLION ARRANGEMENTS OR STACK CONFIGURATIONS. MIG tv z � Widthw MULL SPAN 1X2 1X3 1X4 2X4 2%6 Width w)MULLSPAN -TX2 1X3 LlX4' 2X4 2X6 Widlh(w MULL'SPAN 1X2 1X3 iX4 2X4 2X6 18 38-3/8" 150.0 150.0 160.0 150.0 160.0 18 74114" 28.3 81.5 193.0 150.0 150.0 18 120" - 19.3 42A. 60.5 150.0 24 150.0 150.0 150.0 150.0 150.0 24 212 61.1 133.2 150.0 750.0 24 - 45.4 126.2 30 123.0 160.0 150.0 150.0 150.0 30 17.0 48.9 ID6.5 150.0 150.0 30 - 25.2 25.2 36.3 100.9 36 102.5 150.0 150.0 750.0 150.0 J6 40.7 88.8 7278 150.0 36 - 21.0 42 87.9 150.0 150.0 150.0 150.0 42 - 34.9 76.t 109.5 150.0 42 t8.0 25.8 72.1 48 769 150.0 160.0 150.0 150.0 48 - 30.6 66.6 95.8 150.0 48 - - 15.8 22.7 63A 54 68.3 137.6 150.0 150.0 150.0 64 272 69.2 85.2 150.0 54 60 61.5 123.9 160.0 750.0 150.0 60 24.4 533 76.7 144.2 60 - 18.2 50.5 fib 559 1126 150.0 150.0 150.0 66 22.2 8A 69.7 131A fib - 16.5 45.9 72 78 61.3 103.2 150.0 150.0 150.0 72 20.4 44.4 0.9 120.2 1 72 - 15.1 42.1 47.3 1 953 1 150.0 1500 150.0 78 - 18.8 41.0 59.0 110.9- 78 - - 38.8 18 50-5/8" 89.3 150.0 150.0 1500 150.0 18 84" - 65.3 122.6 150.0 150.0 18 732" - 3L6 45.5 126.4 24 67.0 150.0 160.0 160.0 160.0 24 42.2 - 92.0 132.4 150.0 j 24 - - 237 34.1 94.8 30 53.6 142.3 150.0 150.0 150.0 30 33.8 73.6 105.9 150.0 30 19.0 27.3 75.8 36 44.6 118.6 150.0 150.0 150.0 36 28.1 61.3 W.3 150.0 36 16.8 22.7 63.2 42 38.3 - 101.7. 150.0 150.0 150.0 42 24A 52.6 76.7 150.0 42 - 19.5 54.2 48 33.5 89.0 145.4 150.0 150.0 48 - 21.1 46.0 66.2 140.8 48 - - - 17.1 -11 47.4 64 29.8 79.1 129.2 150.0 150.0 -54 18.8 40.9 58.8 125.2. 64 15.2 1 42.1 60 20.8 712 116.3 150.0 150.0 60 16.9 36.8 63.0 112.7 60 - - 37.9 66 24.4 64.7 105.7 150.0 150.0 fib 153 33.4 48.1 102.A fib - - - 34.5 72 78 22.3 59.3 96.9 1305 1 150.0 1 72 30.7 44.1 93.9 72 - - - 31.6 20A 54.7 89.5 12RB 150.0 78 - - 28.3 40.7 86.7 78 - - - 292 18 57" 62.8 150.0 150.0 1500 150.0 18 96" - 37.7 82.1 1103 150.0 18 144" 1 1 24.3 1 35.0 97.4 24 46.9 135.1 150.0 150.0 150.0 24 - 28.3 61.6 88.7 150.0 24 - 183 26.3 73.0 21.0 58.4 22.6 49.3 71.0 150.0 30 30 W.5 108.1 160.0 150.0 750.0 30 - - 17.5 48.7 41.1 69.7 143.8 36 31.3 90.1 150.0 150.0 1500 3618.8 ' 36 42 26.8 77.2 131.1 15QO 1500 42 16.2 35.2 50.7 1 123.2 42 - - 15.0 41.7 48 23.5 67.6 114.7 160.0 150.0 48 30.8 44.3 107.8 48 _ _ 36.5 64 2DA 60.0 101.9 146A 1500 54 60 27.4 39.4 95.8 64 - - - 32.6 60 18.8 64.0 91.7 132.1 150.0 24.6 35.5 86.3 60 - - 29.2 66 17A 49A 83.4 120A 160.0 66 - 22.4 32.3 78A 66 - 26.6 72 78 15.6 45.0 76.5 110.1 160.0 72 20.5 29.6 71.9 72 - - - 24.3 41.6 70.6 101.6 150.0 1 78 119.0 27.3 6fi.3 78 18 63" 46.3 50.0 150.0 1 00.0 18 108" 26.5 57.7 83.1 150.0 18 150" - - 31.0 ERA 24 34.8 50.0 150.0 160.0 24 19.9 43.3 62.3 150.0 24 - - 23.3 64.6 30 27.8 50.0 -150.0 150.0 30 16.9 34.6 49.8 136.3 30 - - 18.6 51.7 36 23.2 25.2 150.0 150.0 36 28.8 41.5 113.6 36 - 15.5 43.1 42 19.9 07.3 150.0 150.0 42 24.7 35.6 97.4 42 - - 36.9 48 174 M107.3 3.9. 13St 150.0 48 - - 21.6 31.1 85.2 •48 - - 32.64 15A 3.4 120.1 150.0 64 - 19.2 Z7.7 75.7M78_ 60 5.1 108.1 150.0 60 - 17-3 24.9 68.1 - - 25.8 66 68.3 98.3 150.0 66 " - 15.7 22.7 62.0 - - 23.5 215 68.8 72 62.6 90.1 150.0 72 - - 20.8 19.2 52.4 - 57.8 83.2 750.0 78 78 GMRNc PRODUCT rNORDrON t Uniom PRODUCT ; cuzmc cuzwc PROWCT PRODUCE TYPICAL MULLION ARRAN M NTH -ARCHES TO BE DISCRiBED--- INSIDE RECTANGUW SWE NOTEa� : agW (1 .4 MULLIONS RATED IN THESE CHARTS MAY RE ORIENTED PRODUETR94L46D nco _ wty n�wduM1URloddN VERTICALLY HORIZONTALLY: !I 44 mo (INTERPOLATION BETWEEN WIDTHS ALLOWED) neUO w, W1 h 142 WIDTH (W) = giamil>udc Pmtl ICODimI \ ''rr; rfr ::!N�1 2 0 2X MULLION CLIP 6060-T6 m NO CH UPTON& MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE VANDEN OR DOOR APPROVAL FOR F/STLNERS San AND SPACINO L 125 A62r 4.oao LOG F1.062-I 1 X 4 CUSTOM MULLION 606D-TB Ixx: 4.709 int Sxx: 2.355 ire (FLANGE FWE) _ 2 X 6 STD, TUBE MULLION 6063-TS Ixx:19.648 irA Sxz: 6.549 ink 606 1 X 4 STD, TUBE MULLION 00-TS Ixx: 4.709 in Sxx: 2.355 ink 2 X 4 SM. TUBE MULLION 606LT6 Ixx: 7.649 int Sxx: 3.825 ink MULL "L' USE QUARTS AND CRPM6 AS FOLLOWS 1 X 2 ' STEP 1 DEICRLDNE DESIGN LOAD REQUIRES, FOR PARRCUTAR WENPO. STEP USECU21HG PRODUCTS UEENNG ADWE LOAD 1 X 3 8' I X 4 8' t3.G88' UEOU PEL EMS. STEPUSE CONNECTION TO MULLION AS PER PROWM APPROVALX aSTEP SPECIFY UMMUM SEA SPACING. USING CHMS ON SHEET 5 OY 10 SETFCT AULON SIZE STEP WITH DESIGN RMNG MORE TIM DESIGN LOW SPECIOSO 2 X 4 6 B' CLIPS AND ANGLES ARE TO FIT NTO TUBE MULUONS. W SEP I ADOW. RE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 NDN s AND ANCHOR CHAINS ,BE MULLIONS, SEE OPTIONAL STEP 6 ON SHEET 9, SELECT ANCHOR ME WIN DE6wN Tu➢ND 1 R DETAIL AT SHEET 9 OF 10. MORE THAN THE OESIGN LOADS SPECIREO P STEP 1 ABNE. ASO I X 3 HL.ISD-H F1.062-1 STD, TUBE MULLION 1 X 3 1 X 3 US346 CUSTOM MITI ItDN CUSTOM MULLION Ixx: 2.168 int 6063-76 Ixx: 2.218 in .0-T6 4 Ixx: 2168 in. S.: 1.445 ink Sxx: 1.445 ink . a Sxx: 1.479 m. (FUNGE FRAME) (ON FRAME) RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI-DARE COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. NOTES. 1. REFER TO THE GENERAL NOTES ON SHEET 1 OF 10 FOR BUILDING CODE COMPLIANCE. 2. MULUONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ARRANGEMENTS OR STACK CONFIGURATIONS. 38. 318" 50518" 57" 63" GUEmO IIII PRODUCT pnomy WMG I-NOR120wP %�UVSING ROOOCI 3 3 CUZINO GUZWO PRooucr Preooua 74-1/4" 69] 150.0 150.0 150.0 48 120" 84" 1 48.2 1 104.8 1 150.0 I 150.0 1148 132" 96..1 39.1 1 701 1 113.8 150.0 I 48 144" 108" 1 227 1 49.2 1 79.9 150.0 48 I 160" TYPICAL MULLION ARRANGEMENTS —ARCHES TO BE INSCWOEO INSNE REMONGVUR SIUR NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED r0onuC1'Bevrsc0 dcon>vlytoscUnuMHai4a VERTICALLY OR HORIZONTALLY. INTERPOLATION BETWEEN WIDTHS ALLOWED c > 4tCerl°"� N" / �i O 077 OQ 17 202� W1 + W2 WIDTH (W) = ey—. __---1 NiamlbaaerioCun Convol 2 o ee 4 o z o� S¢ z W k `oz q y a O a msd S F U �w e MIN. EDGE DIST. 5/16- TAPGGNS MIN. wood PExLTRlnax 5/r6-TAPCDNS 1-1/R" MIIN. WOOD PENs%!N _-2_3/16" CONCRETE OR CxP (1 ON EIAH WING) 1 PER M'41E 4" OLLOW BL)CK 5INIO LMCONS S SING N: [ INfO 1.6150NNY 1-3/1' R C P 1 PER (YlP ON FAGI YANG) IWON 1-J/1' LAN. ENDED INLO IR MOLE 2 PER MOLE b q N [il FO MIN. (2 (2 I I b m y 2 rl' 6Y 1 1 Ix ROATNO CLIP 2 MIN. MIN. t BY 11 11 I:= 1 1 11 'i i' 2 x 2 x 1/8' m2 �+ ~ WOOD BUCK 1 I 1 WOOD BUCK -I I% ROANNG CLIP 11 1I ALU11 ARGUE O 1 1 1 1 u u x Z f I I I 1 1 I aEq O a 1 1 1 1 I � rvl 1 I � 5/16- TA s ANCHORS TYPE V (INTO BLOCK) c 'k 1-1/2- NN. WOOD PENEIBA ON ry ^ ] a 1 PER ARGL ANCHORS TYPE V (INTO CONCRETE) 4 ANCHORS THRU 1X BUCK w S ALL CLIPS AND ANGLES TO FIT SNUG y N Ro a [y INTO TUBE MULLIONS. INTO CONCRETE OR BLOCK 1 "x4" & 2"x4" MULL >z I TAPCONS MAY BE HE% OR FLAT HEAD. 1-1/2- MIN- 4 PER CUP tj , MIN. EDGE DIST. N F < \ p } , I1 i ;i 2-3/16'• CONCRETE OR 4" HOLLOW BLO K 5/16- TAPCONS 1-3/4- MIN. EMBED JNIO rRSONRY _ 5/16- TMCONS 1-0/1 MN. EMBED MO PASONRY ✓ i 'q{ I ER 900D OUCK I1 ,1 L 2 % 2 % 1/B' AlUll ANGLE 2 PER CUP (1 ON FACH WINCj 1 PER ANCIE (NI lI a p I I ALL CUPS AND ANGLES TO FIT SNUG •r1 v INTO TUBE MULLIONS. TAPCONS MAY BE HE% OR FLAT HEAD. L_ I 1 ANCHORS TYPE 'A' « t 2 ANCHORS INTO WOOD 1BY IL 11 _AI 1i i1 2 x 2 x 1/e' 0 r " WOOD BUCK I" I% EIAATINO CLIP I 11 AWN ANGLE qqq ppp 5/I6'TAPCONS 5/I6, TAPCONS I i i Ill Ill JOD Fina am E�WINO) 1-1/2' UN. WOOD 2PENNURA ON PER ANG� \ I I I I - z z 'C' ANCHORS TYPE (INTO BLOCK) Na Z ANCHORS TYPE 'E' (INTO CONCRETE) 4 4 :mg "2 ANCHORS R I K INTO CONCRETE OR BLOCK ..`.`.1%ticl,�b I' RMING CUP 1 11 ALUM mat 1 1 n 2 W I 1 U L 1 1 PRODUCTNEVISED WOOD BUCK i i i i ru"amp19I. WI." (7 p LL`P `yoa n I 1 AP=ice Ne (/01f ANCHORS TYPE 'S' ATER'MTE aa° - Zm Y - •� kFl 4 ANCHORS INTO WOOD ANCHOR L.1,DN Him`J190tic Produnt'amml 'aa+a r.:,:. t'"' F I. EDGE DIST. 5/16' IMCon 6' CONCRETE OR 1-3/4' MUA ENDED IWO MA90NNY 10LLOW BLO K 2 PER CUP (1 aM MR MG) 5/16' Tu ONS 3 1, I-J/4' NON. ENDED INTO IMONNY . MIN. 'I I PFR M'CUE Z .I• M- I I. 3 COMM CEMENT DI: A ING CIIP • •. • I.. Al LIULL� ANCHORS TYPE 'C' (INTO BLOCK) lANCHORS TYPE 'F' (INTO CONCRETEI i i2 ANCHORS INTO CONCRETE OR CEMENT BLOCK i---------~AIIEflNATE NNL I i MCHOR ILMON T 1 T � � z 5 MI6' TAPCONS f I-3/4 NLY, EMBED IXiO LIASONRY R PEfl C ,I , (I ON FACN MG) , MIN. EDGE DIST. - 2-3/I6' OR CONCRETE 4' IOLLOW BL CK a/In• uPcaxs a/Ic' Tm,=a I-3/4' MIN. NEED WOMASONRY 34 cez ON FACH MG) 1-3/4' MIN. EMBED WTO YASOWry 2 PER ANCU: . r 4PER MIN. 10 H it oo_ 111 S i I E__-I CONCRETE OR C[MFM DLCCN I{ �� 2uula 2 X C I/D- AIatE \ 27/16 1 FLMIWG NP 1 I 1 i MIN. I I 3 MIN. ANCHORS TYPE V (INTO BLOCKI i,nl ANCHORS TYPE V (INTO CONCRETE) 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK ' 1'X4' k 2'X4' MULL I I it NULL it WW pALL CLIPS AND ANGLES TO FlY SNUG IENTO TUBE MULLIONS. TAPCONS MAY BE HE% OR MT HEAD.1•anBco mmPlS'in/'�//'']] ("�Q QCUPS OR ANGLES CONNECTED DIRECT Y TO MASONRY TO BE PROTECTED NA �1�,}J % uV 08wlvrrtolRo_ /'_3DZo WITH ALKALI -RESISTANT COATINGS, FSUCH AS BITUMINOUS PAINT OR o UP 1WATER-WHRE METHACRTIATE UWUERs/m' TAPCWNllam WIVI6ullcWa0 2X6 EDGE DIST. CONCRETE OR 5 11/16` M ANCHORS TYPE 'E' (INTO BLOCK) ANCHORS TYPE '11' (INTO CONCRETE) ANCHORS INTO CONCRETE or BLOCK 2'X6' MULL S 0104 1-0/ 1 PEI MIN. EOCE DIST. 2-3/16` CONCRETE OR /In- UPCONS -3/r LIW. EMEE0 NOR LNSDNAY a - I PER CLIP (2 CH EACH WHO) o b b q O Mm y z u•om � PVO v 2> e Q� y B� a z G m i a �bbb@ NOtI q TMCO S 1-3/A' M. EMBED INTO MASONRY ; �. 1 PER CLIP (2 ON fA WNO) a 1 3/4- S MIN. l) E 2 zEd LwLuu Ha F PX61ML dN � 1 a —`--"'-- PRODUCTRRVISBD or roin9lgingxll�ILol aMeo RuildiaO CLdo O Og.�g nce:innnrenm_ Q pplRl�y )nt ?O^ Mi'✓aI hal 01'mdnol Control r. IN. EDGE DIST. 16" CONCRETE OR HOLLOW BLOCK ! 12 -7116" I ! s/Is' TAPCONS' 1-3/4- UN, EMBED INTO IMSONRY 3-3/4" -- -- 4 TOTX (2 ON EACH WING) MIN. M- -- 2�4 w 2a6 M"A I I i I I I III I X E X 1/4' I � L � uUu INCLE I I J CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI —RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR VIATER-WHITE MEMACRYLATE LACQUER. A LOCATION OF SCREWS CONNECTING ANGLES TO TUBES WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS. s/IB' TMCONS EI40M INTO. VASONRY 4 PERI 2 PER M'CLE 2X 2X 1/B' XUM MME OPTIONAL ANCHOR DETAIL ANCHORS INTO CONCRETE OR CEMENT BLOCK CLIP LENGTH E(UTL "L" 1X2 1.688' ' I X 3 2.688' .2 X 4 3.688' d14 M SMS 2 PER CW 1-In- G.C. ILR 1-3/4" X V X 1/8' (FOR M TUBE) / 3/4. X 2- X 1/8- FOR (IEN rvBE)J XOM PNGLC CUT TO RI MC INSIDE NBE ANCHORS TYPE 'I' METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE Y TO VERIFY CAPACITY OF CONNECTION PRODUCTI2hNISGD agln;; •.IL,,LTTNv Flmidn ALL CUPS AND ANGLES TO FIT SNUG j^dgnaCuCe l u,:( Q OS,*/ O8 INTO TUBE MULMONS. INTO TUB MAY BE HEX OR FIAT HEAD. SAi°N'/'>N4�2�1/ / :• mi 1 u4 11WIrtI Cbvllol [a■ 11 Tj` k 1 aR'fltf lll:ITi4r tfff. si :tom K 38 Nil 5098 57 ]a 74 11/4 sd To I ] 1 116 1 ISD 1 w 1 132-F If I—M H da 1 120 84 1 W I W I W 11N I IM I n 1 Ile 1 1W 1 0 II a 1 132 98 1 2a 1 63 1 61 1 01 1 121 1 0 1 IW I 13 72 1 144 108 1 23 1 d] 1 &1 1 81_1 IW 1b W 12a 61 d8 150 MCNOR/cur noNrzoNrIauwoN ANCHOR CLIP NOTES u rRW 06uCT ` m GU INa 4 INC 0 MOM PRODUCT s < n 3 QN .wrNoa/cur � 1. / FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS B. 7, 8, & 9,FOR DETAILS AND NOTES. 2. REFER TO CHARTS ABOVETOR 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. PRODUURnWSno as�mnnlying,dN Jm Plmido Ma �muaho Y V o C� ^o ^HORIZONTAL MUWON 1� -;:/`��Z07� SPAN `nv—jr& n nliami DxAe Fnd.ot Comm MIAMI•DADS MIAMI—DADE COUNTY, FLORMA Mom PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINIISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.minmidade.gov/economy 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 and accepted by Miami —Dade County RER— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves. the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply'with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 114200/ 6200 Flange —Frame" Aluminum Fixed Window —L.M.I. APPROVAL DOCUMENT: Drawing No. L4200-6200-1201, titled "Series-4200-6200 Flange —Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revision "A" dated 08/18/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami —Dade County Product Control Section 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, series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically -terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT; The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0307.06 and consists of this page 1 and 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: �r NOA No.14-0908.18 J' 1, Expiration Date: August 22, 2017 t Approval Date: December 11, 2014 Page 1 AM03379 ARf14011105 [APPROVED ® REVISE & RESUBMIT APPROVED AS CORRECTED ❑ REJECTED W'G rovimv is only for general conformance with the design concept of the prox! and generl compliance WNh the information given in the contract drumenl~.Correctionsorcomments made on the shop drawings during Us iavie:r do not raliave the cortacror from compflance wish the require- re;n» of the plans and specifications. Appr�val of a spear Item shatinot incWeapprorelorwt as3cmbly of which the itemis acomponent.Con- hactor is responsible for. Dimensans to be confirmed and correlated at tha jcbsiie; InfWMa§en that pertains sdely to the fabrication processes or to the means, methods, techniques, sequences end procedures of construo- Bon: coordination of the work of a other trades: and for performing all work in a safe and sadslacory manner. DATE: 1b28,1� By. Y 7. MIAMI•DADE MIAMI—DADE COUNTY, FLORIDA ME PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) mvw.minmtdnde.eov/economv 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-RER- Product Control Sectiori to be used in Miami --Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves. the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "4200/ 6200 Flange -Frame" Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT: Drawing No. L4200-6200-1201, titled "Series-4200-6200 Flange -Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revision "A" dated 08/18/14, prepared by manufacturer, signed and sealed by Thomas J. Solos, P. E., bearing the Miami -Dade County Product Control Section 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, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically -terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done 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 thejob site at the request of the Building Official. This NOA revises NOA No. 12-0307.06 and consists of this page 1 and 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: MIAMI•DA®LINTY J,IWa SOYA Expiration Dal Approval Date: Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted underprevious NOA No. 12-0307.06) 2. Drawing No. L4200=6200-1201, titled "Series-4200-6200 Flange Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revision "A" dated 08/18/14, prepared by manufacturer, 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 an arch- and a rectangular fin -frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-12-4010 and HETI-11-3363, both dated. 03/05/12, signed and sealed by Rafael Droz-Seda, P. E. (Submitted under previous NOA No.12-0307.06) 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 a rectangular-, a circular arch- and an elliptical arch fin -fame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-09-2614, dated 09/04/09, HETI-09-2612, dated 09/02/09, HETI-09-2586, dated 07/10/09, BE, TI-09-2584, dated 07/10/09, HETI-09-2582, dated 07/10/09, HETI-09-2580 and dated 07/10/09, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No.12-0307.06) 3. 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 rectangular fin -frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-09-2613, dated 09/04/09, IIETI-09 2611, dated 09/04/09, HETI-09-2585, dated 07/10/09-1 HETI-09-2581, dated 07/10/09 and HETI-09-2579, dated 07/10/09, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 12-0307.06) 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 rectangular fin -frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-03-1778, dated 01/30/03, HETI-03-1779, dated 01/30/03 and HETI-03-1776, dated 01/30/03, all signed and sealed by Rafael Droz4eda, P. E. (Submitted corder previous NOA No. 03-0327.11) Jaime A Gascon, E. Product Control Section Supervisor NOA No. 14-0908. 8 Expiration Date: August 7 Approval Date: of E-1 �Ci Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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 a rectangular—, a circular arch— and an elliptical arch fin —frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-03-1777, dated 01/30/03, IMTI-03-1774A and dated 01/30/03, HETI-03-1774B, dated 01/30/03, all signed and sealed by Rafael Droz—Seda, P. E. (Submitted under previous NOA No. 03-0327.11) 6. 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 circular arch fin —frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02-1215, dated 04/08/02 and HETI-01-1193, dated 04/08/02, both signed and sealed by Hector Medina, P. E. (Submitted under previous NOA No. 02-0701.01) 7. 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 rectangular—, a circular arch— and an elliptical arch fm frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02-1158, dated 04/08/02, HETI-01-1103, dated 02/12/02 and HETI-01-1098, dated 02/11/02, all signed and sealed by Hector Medina, P. E: (Submitted under previous NOA No. 02-0701.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacturer, dated 03/01/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0307.06) 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). Jaime D. Gascon, P. Product Control Section Supeq+ NOA NoR14 �09Q8 Expiration Date: A�Ggtist 21 21, Approval Date Degengier E-2 i Lawson Industries, Inc.. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.13-0129,27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite@ PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No.11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas@ Interlayer" dated 08/25/11, expiring on 01114/17. 3. Notice of Acceptance No.14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 51' Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC-2010, issued by manufacturer, dated 03/02/12, signed and sealed by Thomas 1. Sotos, P. E. (Submitted under previous NOA No. 12-0307.06) 4. Statement letter of no financial interest, issued by manufacturer, dated 03/02/12, signed and sealed by Thomas J. Soles, P. E. (Submitted under previous NOA No.12-0307.06) 5. Laboratory compliance letter for Test Reports No.'s HETI-09-2614, dated 09/04/09, HETI-09-2612, dated 09/02/09, HETI-09-2586, dated 07/10/09, HETI-09-2584, dated 07/10/09, HETI-09-2582, dated 07/10/09, HETI-09-2580, dated 07/10/09, HETI-09-2613, dated 09/04/09, BUTT-09-2611, dated 09/04/09, HETI-09-2585, dated 07/10/09, HETI-09-2581, dated 07/10/09 and HETI-09-2579, dated 07/10/09, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by, Candido F. Font, P. E. (Submitted underpreviousNOA No. 12-030706) 6. Laboratory compliance letter for Test Reports No.'s HETI-12-4010 dated 03/05/12, HETI-11-3363, dated 03/05/12, HETI-03-1778, dated 01/30/03, HETI-03-1779, dated 01/30/03, HETI-03-1776, dated 01/30/03, HETI-03-1777, dated 01/30/03, HETI-03-1774A, dated 01/30/03 and HETI-03-1774B, dated 01/30/03, all issued by Hurricane Engineering &-Testing, Inc., signed and sealed by Rafael Droz-Seda, P. E. (Submitted under previous NOA's No.'s 12-0307.06) .G. OTHERS 1. Notice of Acceptance No. 12-0307.06, issued to Lawson Industries, Inc. for their Series "4200/ 6200 Flange -Frame" Aluminum Fixed Window - L.M.I.", approved on 05/24/12 and expiring on 08/22/17. Product Control Section Expiration Approval Ds E-3 SERIES-4200 / 0200 FIXED IMPACT WINDOW — FLANGE FRAME APPROVED WINDOW ELEVATIONS (L.M.IMPACT) I1F- VINNV NErw L� VIN0011 xElGlll Vm1GV VIxWV L L �L L] VmIgV HNH -11-L -i 11LAurER-ftOI1N0 EI NAnNN 1211=11OUND -T ARrxrD v-_oM vmrN mctllac wumw TYPICAL NAnax VIN➢]V HE�1 VIN®V MIGHTLL ..MV KIH �I vwWV VroTx RECTAur.'M nP FIWADON �- I DIJDD1 HE%Af N IY�PIICCII 0 EVATION V..IDTH SQUARE PlEnlnE WINDOW El NAnON vlxvw xEtGNr vlxpoV r61L l vHT.V xnw LE HT. v1XVRv l^VtYTJ F19L ROUND TYPICA 9FVAnnu VlllfpV VIOm RMTAN W AN TYPICAl RINADON V_ I vuuw room 50xARF PICRIRf WINnOW nNATION VNNOV HEIGHT NXWV mI!LLEG M. VNTOV M. L vmw wom mxmv vmm MAT TrolM VIEVADON SEGUED FYE RRow ERNAnox vlxvw VlDix DDAmme-Rnuxn ELNAnnx vt D IF 11 L ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN. CAN BE VERIFIED BY INSCRIBNG PICTURE WNDOW SIME Z' M DIV v.DOV HEmx r WMH A SWARE OR RECTANGLE, AS MOW IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES PROMEO PERIMETER VI I vINLOV VIDTH FASTENERS ARE AS DESGUBED HERON . 'pr HPGCITYPRAI FlNAmom FOR SITE AND SPAONG. . 74 nnn• WIN➢ 0 ©i WIDTH 2. D.L. DEG. 2• 'Y TYP. Z Lj O Q, J n ULHI I. :6':[HAR. TYP. AT CGRKRS 2• %. YP. O PRODUCTREVISED rampiylug wmnEONlvMe �/]�y� pHxldiRg.N-f1QVe_�8 ;%.PgceNP CJJ CJ Ib Du // 1• r I '' i 7_ NI Ada Pod.UCondo EXL A INT. FALSE COLONIAL TYPICAL ELEVATION XDNTINS ARE APPLIED V/ TESTED UNIT V/ SILICONE AND ARE NOTE: AVAILABLE AS OPTIWAL. MAXIMUM GLASS AREA TESTED APPLIES TO GLASS TYPES: E. F. J. K AND L - SEE DESIGN LOAD CAPACITY TABLES ON SHEET 4 FOR SIZE LIMITATIONS OF EACH GLASS TYPE. General Notes: WINDOWS AAE L.M. IMPACT MIAM]-DADE COUNTY APPROVED SHUTTERS NOT REQUIRED IJ THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF TTG, 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1300-04. THIS PRODUCT IS IMPACT RRSIRTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) . 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO HE ENGINEERED ON A SITE SPECIFIC BASIS. UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES, AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN; (SEE SHEET N3 FOR GLASS TYPES AND SHEET y4 FOR MAX. DESIGN PRESSURES). S.) WINDOWS WITH GLASS TYPES -B. C. F. OR G' INSTALLED ABOVE 39[t. IN THE HVH% THE I.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2014, Section 2411.3.3.7). FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 2 & 5. S.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR DETAIL & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER 24, 10.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. I1.) MULLING FIXED WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED PRODUCTS USING A MIAMI-DADE COUNTY APPROVED MILLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY YO THE ENTIRE MULLED SYSTEM. 12.) SEE SHEET # 5 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. 13.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET THE 2010 FLORIDA BOG., CODE. 104 SN.S. W/ 1 1/4' MUL EMBEDMENT INTU WOOD. (SEE ELEVATION AT SHEET BI FOR NAX FASTENER SPACING) •xu. INTERIOR E%i. UU➢E BP.CK 8E➢8115 i0 BC MM1IN BEHIN➢ I.L {RATE M14E BY rossuLEn (TWJ EXTERIOR ON. mAL LATH NAILEI WOOD FRAME INSTALLATION DETAII. WINDOW INSTALLATION NOTES- 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOV INSTALLER (TYPJ 2. THE EXPOSED EXT. PERIMETER DF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY _(iS (TYPJ ,�E TNGTGAP BETWEEN THE WINDOW FRAME AND THE HOCK OR • SOTIR��yIS,IERSS THAN 1/8", SHINS ARE NOT REQUIRED. OHOR E A QRSTR B N12 SMS OR WE. SCREWS INTO WOOD, OR 1/ AP O S orAPPROVED CONC. FASTENERS INTO CONS, WIT ^ MIN[fttj ✓OF- 1 1/4' PENETRATION INTO WOOD OR CONC. AT.i��O.0 . AX. ALL WOOD BUCKS ENGINEERED SEPARATELY— E TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) 014 SXS. V/ I IH' RO1. NECD4NT INTO WOOL (SEE ELEVATION AT SHEET 81 FOR NO. FASTENER SPACING) SILICONE ADHESIVE (0 BEDDING COMPDURD INTERIOR rLANINATEB GLASS 2 C CAM K_ EXTERIOR CAULK EXTER PERMS PERWf VWWV FPME VIOTN 914 SAS. W/ 1 1/4' 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO WWI MIN. EMBEDMENT INTO CONE. (SEE ELEVATION AT SHEET 01 (SEE ELEVATION AT SHEET DI FOR MO. FASTENER SPACING) FOR MAX. FASTENER SPACING) 11/0' HIM `EDGE DESTANLY:- EXTERIOR GRAD --+ PERIMETER CAULKING C i EXTERIOR 5 ® / EXTERIUR GRADE, PERIMETER CAULKING (ED PT: WERE BUSES - ' \'..• a IN CG z z '1/4- TAPCON W/ 1 1/4' M .y ^Y MIN INTO TO CON (SEE ELEVATION AT SHEET RI FOR RO. FASTENER SPACING) P. :e mCOM Z WQ 3 e �w 1 1/a• HIN � i 8E816Ni yH W S Q N 1 MIN `. to D EDGE DISTANCE C, O N IS 0. NG z § m W cf)tN N Pd WOOD BUCK NOT BY LAWSON WD. MUST SUSTAIN IMPOSED LOADS N W� WF OI K F O N < `x S ON pp EMBEDMENT d: QON ` F ap E d .d � i f1H0EDNET SILICONE ADHESIVE BEDDING COMPOUND INTERIOR NINATED GLASS LAMINATED INSULATED GLASS COMPOSITION TYPE D ITEM DESCRIPTION DETAIL 1/B' ANN. GLASS 0.090' SAFLEX PVB-S➢LUTIA 1/' ANNEALED GLASS - "- 1/14' INSULATED AIR SPACE il= 7 I/B• ANNEALED OR TEMPERED GLASS 1 2 3 ° 5 (-) LAMINATED INSULATED GLASS COMPOSITION TYPE C ITEU DESCRIPTION DETAIL a 4 - 1 1/0' ANNEALED GLASS 2 0A90' SAFLEX PVB-SOLUTIA 3 1/8' ANNEALED GLASS 4 1/4' INSULATED AIR SPACE 5 d) 3/16' ANNEALED OR TEMPERED CLASS LAMINATED INSULATED GLASS COMPOSITION TYPE F ITEM DESCRNTION DETAIL __ 1 ® ]/�L 1 1/8' HEAT-STRENGHTENED GLASS 2 0.090' UUTACIIE PVB-UUPONT 3 1/O' HEAT-STRENGHTENED GLASS--- 4 1/4' INSULATED AIR SPACE z -------- 5 (A) 1/0' ANNEALED OR TEMPERED GLASS LAMINATED INSULATED GLASS COMPOSITION TYPE G ITEM DESCRIPTION DETAIL vl¢•Q v73 ! 41 1 118' HEAT-STRENGHTENED GLASS 2 0.090' BUTACITE PVB- U T 4 1/8' HEAT-STRENGHTENE➢ GLAS� 1/4' INSULATED AIR SPACE 5 (-) 3/16' ANNEALED OR TEMPERED GLASS LAMINATED INSULATED GLASS COMPOSITION TYPE L ITEM DESCRIPTION DETAIL v1¢•' 1 IT Q vN� 1 3/16' HEAT-STRENGHTENE➢ MASS 2 0.090' BUTACITE PVB-DUPONT 3 3116' HEAT-STRENGHTENED GLASS',.=�nm Ai'-..'"''"'�. 4 1/4' INSULATED AIR SPACE 5 3/16- TEMPERED GLASS 11 Notes. 1.) SEE SHEET 4 FOR DESIGN LOADS LOAD CAPACITY TABLES. 2.) WINDOWS WITH CLASS TYPES -B, ABOVE 30 FT. IN THE HVHZ. THE CLG. EXTERIOR CITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2030. Section 2411.3.3.T). 'SILICONE OPTIONS', ➢DV CORNING 999 - SCHNEE-MOREHEAD 5731 TREMCO SPECTRUM 2 NSUTATED 5 16 LAMINATED GLASS COMPOSITION - TYPE A SILICONE SCHNEE-MOREHEAD SM 5731 I= f.IASS DESCRIPTION DETAIL OOW CORNING ➢92 TREMCO SPECTRUM 2 1 1/8' ANNEALED GLASS e• ---- =_ 2 OA90' BUTACITE PVB-OUPONi po]v J�. -c 3 1/8' ANNEALED GLASS 5 16 LAMINATED GLASS COMPOSITION - TYPE D B jj WdINAIED �� ��� MONOLITHIC IIRM I GL199 ➢ESCRIITION 1/8' HEAT-STRENGHTENE➢ GLgSS f.IAZING STO2 OA90' BUTACITE PVE-➢UPRNT 0� CIRCULAR WDWS. 3 1/0' NEAT-STRENGHTENED GLASS1��m 13 38 LAMINATED GLASS COMPOSITION - TYPE E LAMINATED 3 UMINATED ° r ITFJd GLASS DESCRIPTION - -DETAIL MONeLDHIC --- -- MONOLITHIC--- -- 1 3/16' HEATEX FV -MR_U➢ GLASS 2 OB90' SAFLEX EV HTENES IG'- 3 1/8' HEAT STRENGHTENED GLASS � ao6• II I 7 16 LAMINATED GLASS COMPOSITION - TYPE H aLap--- GLAZING DEPTH GLAZING DEPTH ITER GLASS DESCRIPTION DETAIL 1 3/161 ANNEALS➢ GLASS ��¢ — —_� -- E 2 0.090' SAFLE%PVB-SOWTIP Daunt tea, _'__ "HAD 3 3/t61 ANNEALS➢ GLASS 1 .1 MONOLITHIC - 'SILICONE OPTIONS'. __ OOV CORNING 099 7 10 LAMINATED GLASS COMPOSITION - TYPE 1 SCHNEE-MOREHEAD 5731 ITEM GLASS DESCRIPTION DETAIL TRENCO SPECTRUM 2 1 3/16• ANNEpLEO GLASS sna' _._ 2 OA90' BUTACITE PVB-DUPRNT ----- __-� 0[dn� n¢ -==c_ _—_ __ 1 GLAZING DEPTN 3 3116' ANNEALED GLASS 7 16 LAMINATED GLASS COMPOSITION - TYPE 7 LAMINATED/MONOLITHIC GLASS ITEM GLASS DESCRIPTION DETAIL -� TYPICAL GLAZING DETAIL HEAT-STRENGHTENED GLASS ]n6• 2 OA90' SGP-➢WONT OA 6 3 3/16' HEAT-STRENGHTENED GLASS 1 7 10 LAMINATED GLASS COMPOSITION - TYPE E am GLASS DESCRIPTION DETAIL T 1 3/16' HEAT-STRENGHTENED GLASS _ w 2 0090' BUTACITE PVB-WPONT1 3 3/16' HEAT-STRENGHTENED GLASS ww nplyioE ud/D��llvs. f++lelWa .T/�1 8wtal�O / 14g A<cnplm�ttNo DY- Mlnml-6ouc lhoau.l coma BILL OF MATERIALS ITEM PART QUANTITY DESCRIPTION MATERIAL REMARKS 1 L-4201 2 FRAME HEAD/SILL/JAMB 6063—T6 — 2 L-7708 4 GLAZING BEAD (5/I6- GLASS) 6063—T6 - 3 L-7708 4 GLAZING BEAD (3/8" & 13/32- GLASS) 6063-T6 - 4 L-7708 TRIMMED 4 GLAZING BEAD (7/16' GLASS) 6063-T6 - 5 L-7711 4 GLAZING BEAD (5/16- GLASS- INSULATED) 6063LTG - 6 L-6211 4 GLAZING BEAD (7/16' GLASS - INSULATED) 6063-T6 - 7 Ile X 3/4" 2/ CORNER ASSEMBLY SCREWS - P.H. PHILLIPS 8 L-4204 AS REED. I GLAZING BEAD AT CIRCULAR WOWS. 6063-T5 - 9 W!S-004 AS REDD. GLAZING GASKET SOFL PVC - 10 • AS REDD. GLAZING SILICONE i I - 11 PL 75.6020 AS REQD. GLAZING SETTING BLOCK SOFT PVC I 1/8' X 1/8- X 2- 12 812-25H-357 AS REGD. 'TruSeal' Dura Seal Swiggle Spacer 1/4' BLACK 1/4' AIR SPACE WINDOW FRAME EXTRUSION DETAILS 2b93 � IzeI III '.Je!'1 1 .Bs2 TYP �1 I11� 310 .Bs0A10� d91 .608 I L-1.509 P' 73 FRAME HEAD/SILL/JAMB 2 GLAZING STOP (5/16- GLASS) ^1 1`'910 .OdO I .BSI 2J2 .050 �250 OSOj T i YP, 050 TIPp J JJ3 II-- JJ3 3 GLAZING STOP ¢ GLAZING STOP (7/16" GLASS) (3/8" & 13/32" GLASS) 310 .9.115 4.1�r A90 .9 2 A30 .0 2 P. 5 INSULATED GLAZING STOP W/ 5/1e" INATED GLASS 6 zoo INSULATED GLAZING STOP W/ 7/16- LAMINATED GLASS 000 A g *a GIAZING�jS OP WOW.) SEE NUUUON APPROVALS FOR MULLION ME. SIZE AMID Wx. DESIGN PRESSURE LIMITARONS. ALUMINUM MULLION — (NUM. 0.078- MM, THICK) NOTE THE LOWER PRESSURES OF THE WINDOW OR WLL SHAU. GOVERN INTERIOR m` "I L e' XE n_ /MCI. 7 OR SWIPE ..DIMS CRMUAR OR WIGOPHERS 2 0O M lJ CORI CONSTROM4NI ILIt NIS OEEN.e MON[ W[gSlyslc4x�Mox FRAME RADIUS JOINT FRAME: END CORNEREND2A E.J CCORNER FRAME CORNER & JOINT DETAILS SEA N FRACOMERS, OR JOINTS SEALED WITH A COLORED SEALANT AND PERIMETER OF GLAZING BEAD WITH CLEAR SIUCONE CAIGRADE //_ CKTFROR GRAOEJ 1\6JL/ PERIIO:TER CAULKING 1 FRAME MULLING DETAIL S.OS. PHILLIP, MAX 1'IIODULTRRYISFJ) p1YWSwIW We Florida DuiIdWKCO oc Oq.PjQ Atupl4 No (J XJ G.vl Miami d.Pr. uPCanl.I SEE MULLION WPROVNS FOR Mt LUON ME. SIZE MO MAX III SION PRESSURE UWTATQYS, INTERIOR NOTE: INS LOWER PRESSURES OF �V4' MAX THE L11I OR MULL SHNA GOVERN SHIM 12 3.0.5. K 1 114• L. AT 12• D.c. MAX NOTE: I. ALL STEEL IN CONTACT WRX MUM. TO BE PAINIE➢ OR PLATEIL 2 METAL STRUCNRES A) S1 : Fy - 36 K51 MIN. (¢ELL 18 Gl MIN. THICK — OOQ-) B) ALUMINUM : 6063—T5 MW. (ALUM. 0.070' MIN. 1NICK) PERWETFA WINOON FRAME SEALANT EXTERIOR EI METAL STRUCTURE ATTACHMENT DETAITDETAIT N o O � 4 n u0 I a 2 • M y ti aen � q moan a 3 i W R F z O W Z p mzo. `VJ CI o .. N j � m I o s F 5 N •' W 1 �I LL 0 om MIAMI-MIAMI—DADE COUNTY, FLORIDA EMMMM— PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Lawson Industries, Inc. 8501 NW 901h 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 RER— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SDG-9200" Aluminum Sliding Glass Door— L.M.Y. APPROVAL DOCUMENT: Drawing No. L9200-1201, titled "Series SGD-9200 Aluminum Sliding Glass Door (LMI)", sheets 1 through 14 of 14, prepared by manufacture, dated 09/25/12, with the latest revision "A", dated 0l/15/13, signed and, sealed by Thomas J. Soto, P. E., bearing the Miami —Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. NftSII,E 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, I odel/series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted herein. REVISION 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's No.'s 12-0127.06 and 12-0127.24 and consists of this page 1 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. 12-1204.12 5S Expiration Date: February 13, 2018 r ttiltoj Approval Date: January 31, 2013 Page 1 RANDALL E. STOPS ARCHOTEC439 P,A. 3370 ARk0011105 APPROVED ❑REVISE&REsuuir APPROVED AS CORRECTED ❑ REJECTED This review is only for general conformance with the design concept of the project and general compliance with the Information given in the contact dmments. Corrections cr commants made on the shop drao,ings during this review do not relieve the contractor tom comptfance wit the requ;m- rrnRts of Lhe plans and spedficagons. Approval eta specific Item shall incluide appr-oval of an assembly of which the item is a compons"I Con- bador is responsible for. Dimensions to be conffmred and correlated at the job sits; Information that pertains solely to the fabrication processes or to the means, methods, lachniques, sequences and procedures of oonsWc- ban: coordination of the worK of ag other trades: and for performing all work in a safe and satisfactory manner. OpTp; hi�11 ay: A MIAMI•VADE MIAMI-DADE COUNTY, FLORIDA ' PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov/economy Lawson Industries, Inc. 8501 NW 90fh 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 RER— Product Control Section to be used in.Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. . DESCRIPTION: Series "SDG-9200" Aluminum Sliding Glass Door—L.M.I. APPROVAL DOCUMENT: Drawing No. L9200-1201, titled "Series SGD-9200 Aluminum Sliding Glass Door (UM", sheets 1 through 14 of 14, prepared by manufacture, dated 09/25/12, with the latest revision "A", dated 01/15/13, signed and sealed by Thomas J. Soto, P. E., bearing the Miami —Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted herein. REVISION 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's No.'s 12-0127.06 and 12-0127.24 and consists of this page 1 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. (yAy Expiration Date: Yebruari, 2018 Approvall) fe JahF y 31, 2013 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. L9200-1201, titled "Series SGD-9200. Aluminum Sliding Glass Door (LMI)", sheets 1 through 14 of 14, prepared by manufacture, dated 09/25/12, with the latest revision "A", dated 01/15/13, signed and sealed by Thomas J. Soto, P. E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an Aluminum SGD, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11-3269, dated 05/16/11, HETI-11-3292, dated 10/20/11, HETI-11-3274, dated 10/20/11, HETI-11-3329, dated 01/16/12, HETI-12-4040, dated 10/12/12, HETI-12-4051, dated 06/13/12, HETI-12-4053 and HETI-12-4064, dated 09/24/12, all signed and sealed by Rafael E. Droz-Seda, P..E. 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 an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11-3270, dated 05/16/11, HETI-11-3275, dated 10/20/11, HETI-11-3307, dated 10/03/11, HETI-11-3314, dated 10/20/11, HETI-11-3330, dated 01/16/12, HETI-12-4052, dated 07/10/12, HETI-12-4054 -and HETI-12--4065, dated 09/24/12, all signed and sealed by Rafael E. Droz-Seda, P. E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12-4041, dated 10/12/12, signed and sealed by Rafael E. Droz-Seda, P. E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding door, Grade 10, per FBC 2411.3.2.1, TAS 202-94 and per ASTM F 842-04 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-11-3313, dated 10/20/11, signed and sealed by Rafael E. Droz-Seda, P. E. Jaime D. G Product Control Section NOAN5 Expiration Date: eb @a,, Approval Datespu�, E-1 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked —up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11-3291, dated 07/15/11 and HETI-11-3292, dated 10/20/11, both signed and sealed by Rafael E. Droz—Seda, P. E. 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding door, Grade 10, per FBC 24.11.3.2.1, TAS 202-94 and per ASTM F 842-04 along with marked —up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3078, dated 01/10/02, signed and sealed by Luis Figueredo, P.E.; FTL-3525 and FTL-3572, dated 09/09/02, both signed and sealed by Joseph C. Chan, P. E.; FTL-3424, dated 04/18/02, FTL-3425, dated 04/29/02, FTL-3426, dated 04/26/02, FTL-3492, dated 06/20/02, FTL-3493, dated 06/24/02 and FTL-3516, dated 07/12/02, all signed and sealed by James G. Worth, P. E. (Submitted under previous NOA No. 02-1126.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by manufacture, dated 10/12/12, with the latest revision, dated 01/15/13, signed and sealed by Thomas J. Soto, P. E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. Product Jaime 13, 2018 31,2013 E-2 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 2. Notice of Acceptance No. 114624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 3. Notice of Acceptance No. 11-1102.09 issued to Solutia, Inc. for their "Saflex CP - Saflex and Saflex HP Composites Glass Interlayers with PET Core" dated 06/14/12, expiring on 12/11/13. 4. Notice of Acceptance No. 11-1102.10 issued to Solutia, Inc. for their "Saflex HP Clear or Color Glass Interlayers" dated 06/14/12, expiring on 04/14/13. 5. Notice of Acceptance No. 11-1102.11 issued to Solutia, Inc. for their "Saflex Clear and Color Glass Interlayers" dated 06/14/12, expiring on 05/21/16. F. STATEMENTS 1. Statement letters of no financial interest, independence, conformance and complying with FBC-2010, issued by manufacture, dated 12/03/12, signed and sealed by Thomas J. Soto, P. E. 2. Laboratory addendum letter for Test Reports No.'s HETI-11-3269, HETI-11-3270, HETI-11-3271, HETI-11-3272,HETI-11-3274, HETI-11-3275, HETI-11-3291, HETI-11-3292, HETI-11-3307, HETI-11-3313, HETI-11-3314, HETI-11-3329, HETI-11-3330, HETI-12-4040, HETI-12-4041, HETI-12-4051, HETI-12-4052, HETI-12-4053 , HETI-12--4054, HETI-12-4064 and HETI-12-4065, dated 01/15/13, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. 3. Laboratory compliance letters for Test Reports No.'s HETI-11-3269, dated 05/16/11, HETI-11-3270, dated 05/16/11, HETI-11-3271, dated 10/20/11, HETI-11-3272, dated 10/20/11, HETI-11-3274, dated 10/20/11, HETI-11-3275, dated 10/20/11, HETI-11-3291, dated 07/15/11, HETI-11-3292, dated 10/20/11, HETI-11-3307, dated 10/03/11, HETI-11-3313, dated 10/20/11, HETI-11-3314, dated 10/20/11, HETI-11-3329, dated 01/16/12, HETI-11-3330, dated 01/16/12, HETI-12-4040, dated 10/12/12, HETI-12--4041, dated 10/12/12, HETI-12-4051, dated 06/13/12, HETI-12-4052, dated 07/10/12, HETI-12--4053, dated 09/24/12, HETI-12-4054, dated 09/24/12, HETI-12-4064, dated 09/24/12, and HETI-12-4065, dated 09/24/12, all issued by Hurricane Engineering & Testing, Inc., all signed and sealed by Rafael E. Droz-Seda, P. E. 4. Proposal issued by Product Control, dated 03/13/08, signed by Ishaq Chanda, P. E. J Product Control Expiration 2013 E-3 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 5. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3078, dated 01/10/02, signed and sealed by Luis Figueredo, P.E. (Submitted under previous NOA No. 02-1126.04) 6. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3525 and FTL-3572, dated 09/09/02, both signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 02-1126.04) 7. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3424, dated 04/18/02, FTL-3425, dated 04/29/02, FTL-3426, dated 04/26/02, FTL-3492, dated 06/20/02, FTL-3493, dated 06/24/02 and FTL-3516, dated 07/12/02, all signed and sealed by James G. Worth, P. E. (Submitted under previous NOA No. 02-1126.04) G. OTHERS 1. Notice of Acceptance No. 12-0127.06, issued to Lawson Industries, Inc. for their Series "SGD-9200 Aluminum Sliding Glass Door - L.M.I.", approved on 04/12/12 and expiring on 06/13/13. 2. Notice of Acceptance No. 124127.24, issued to Lawson Industries, Inc. for their Series "SGD-9200,Aluminum Sliding Glass Door - L.M.I.", approved on 04/12/12 and expiring on 02/13/13. Jaime D. Gascon, P. E. � Product Control Section Superv�jjP,� NOA No. 12-1 Expiration Date: FebruaXa 0�2 Approval Date: Ja E-4 Si ;0 LI Ib C° °• tl J pl IJ •p °p pl 1 °• MI II G• •p MI I 1 I X- LP or RP -X r 20/2T - XX or T XX-LP or RP-XX or X%-RP 1 D/2T - RP 2D/2T 2D/RIP RIGHT POCKET SHOWN RIGHT POCKET SHOWN (LEFT POCKET OPPOSITE) (I(L�EFTTPO�CKEµTT OPPOSITE) T SEE BELOW lS /-NOTE 15. 2D/2T - LP/RP P b r, m, 3D/3T ,- LP c RIGHT POCKET SHOWN (LEFT POCKET OPPOSITE) Al, S% 2D/2T - OX SEE 9ELOW NOTE 15. r, i Y Fmo � II O a W i a° iJ ° ° °• °° Li IJ I .p .p •O •p CI II C• O. .O .0 OI 4D/3T - XXXX or 4D/2T o LP-XXXX r RP-XXXX or LP-XXXX-RP aD/3T aD/2T 4D/2T - LP/RP aD/3T - LP LEFT POCKET SHOWN (RIGHT POCKET OPPOSITE) NOTES. 1) REFER TO SHEETS 8 OF 14 FOR GIAZWG OPTIONS .0 DP CHARTS. 4D 2T - LP 2) REFER TO SHEETS 9. 10 & 11 OF 14 LEFT POCKET SHOWN FOR TYPICAL CROSS-SECDON OUNI-S. (RIGHT POCKET OPPOSITE) 3) REFER TO SHEETS 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) PANEL STACK CONFIGURATIONS NEE REVERSIBLE. 5) FOR POCKET WALLS SEE GENERAL NOTES 115 & 16. b /N. b %611! R 3 & a DOOR Nores. i EFE SHEETS B OP 1a FOR 1) REFER TO SHEER 5 OF 14 FOR £ R GLAZING`OP IONS AND DP CHARTS. GLAZING OPTIONS AND DP CHARTS. 2) ER HEE75�3 & 4 OF 14 2) REFER: TO SHEETS 6 & T OF 14 FOR ICAL C O -SECTION DETAILS. FOR TYPICAL CROSS-SECTION DETAILS. 3) REF TO SA Hj{SS`�F 14 3) REFER TO SHEETS 6 OF 14 FOR C LHp LAID NOTES. FOR TYPICAL ANCHORS AND NOTES. SERIES: SGD-9200 IMPACT SLIDING GLASS DOOR General Notes: 1.) THIS DOOR SYSTEM IS DESIGNED AND TESTED TO COMPLY W/ THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1300-04. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL IT) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL DOOR SIZES ARE NOT TO EKCEED THESE MAXIMUM SPACINGS ON CENTER (D.C.) AND AS TABULATED ON SHEETS 2. 5, & B of 14. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS. UNDER A SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) A WAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. S.) DOORS ARE QUALIFIED FOR USE WITH SINGLE GLAZE H.S. LAMINATED CLASS TYPES TABULATED HEREIN (SEE SHEETS 1 2. 5. & 8). T.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4. B, T. 9. 10, A,11 OF 14. 6.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND TO BE APPLIED W/ SILICONE. 9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS). PRIOR TO DOOR INSTALLATION. WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2010 FBC CHAPTER 24. 10.) APPROVAL APPLIES TO TWO TRACK AND THREE TRACK DOORS WITH FIXED PANELS. ALL MOVING PANELS, INCLUDING WITH OR WITHOUT (LH-RH) POCKETS. 11.) MULLING DOORS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED PRODUCTS USING A MIAMI-DADS COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE DOORS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 12.) FOR METAL ATTACHMENT DETAILS & NOTES SEE SHEETS 1 3. 4. B, T. 9. 10. & Il OF 14. IS.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TD BE PAINTED OR PLATED AND SHAD. MEET THE 2010 FLORIDA BLDG. CODE. 14.) POCKET DOOR CONFIGURATIONS ARE AS SHOWN ON SHEET B OF 14. REFER TD SHEET 11 OF 14 FOR ADDITIONAL DETAILS. 15.) POCKET WALLS ARE NOT PART OF THIS APPROVAL. 16.) POCKET WALLS SHALL BE UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY THE ENGINEER OF RECORD (EOR). LAMINATED GLASS LARGE MISSILE IN DOORS LARGE MISS Eo IMPACT AMID REQUIWITH LAMINATED RESHUTTERS.RATEDNO PRcnocrnlRuE,vm w rony:Y^-0rviW tL F(aridP nWtdulp fny Arc�.x�.O 812 nY AiiuM Dods lYPdan CawP �Ivl RI DESIGN LOAD CAPACITY - PSF (STD. 2 1/4" SILL) NOMINAL DOOR SIZES GLASS TYPE 'A' GLASS TYPE 'D' GLASS TYPE 'C' GLASS TYPE 'D' WIDTH HEIGHT FT./IN. R./IN. EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 5/0 (NO STEEL) STEEL) 6/8 56.7 95.0 56.7 65.0 55.7 85.0 56.7 75.0 5/0 (NO STEEL) 6/8 56.7 95.0 56.7 65.0 56.7 85.0 56.7 75.0 8/0 (WITH STEEL) 6/8 56.7 85.0 56.7 70.0 56.7 78.8 56.7 68.8 8/0 (WITH STEEL) 8/0 56.7 65.0 56.7 65.0 X X X X DESIGN LOAD CAPACITY - PSF (WITH 3" SILL RISER) NOMINAL DOOR SIZES GLASS TYPE 'A' GLASS TYPE 'E' GLASS TYPE 'C' GLASS TYPE V WIDTH HEIGHT FT./Irv. FT./IN. FXT. (+) INi. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 5/0 (NO STEEL) 6/8 76.7 95.0 65.0 65.0 76.7 65.0 75.0 75.0 6/0 (NO STEEL) 6/8 7fi.7 95.0 65.0 65.0 76.7 85.0 75.0 75.0 8/0 (WITH STEEL) 6/8 76.7 85.0 70.0 70.0 76.7 78.8 58.8 68.8 8/0 (WITH STEEL) 8/0 65.0 65.0 65.0 65.0 X X I X % 98 3/8" MAX. DOOR WIDTH 13 1/4 MAX CLUSTER OF SPACING WAnD c: ttP. 4 ANCHORS MCNem t to ee0 AT SOLE ENDS 10 1/2' D.C. m Door. HEAD/SILL wanarr than 60' in ei th. 7/16- LW. GLASS i o r < 0 = p I\ w t z d mo ma m J{ NOTES: % 1) REFER TO SHEETS 3 h 4 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. b o- 2) REFER TO SHEETS 3 OF 14 FOR TYPICAL ANCHORS AND NOTES. 50' MA :E CHoRT AT LEFT O 44 344 3/TMr MAX. D.L.O.: LAMINATED CLASS PANEL WIDTH 6/0 X 6/8 = 32-3/4" X 74-3/4' LARGE MISSILE IMPACT 2 DOOR - TWO TRACK XO OX 8/0 X 6/8 = 44-3/4" X 74-3/4" "XO" TYPICAI F1 FVATION APPROVED CONFIGURATIONS 8/0 X 8/0 - 44-3/4- X 90-3/4" DOORS GLAZED WITH LAMINATED GLASS RATED FOR I TESTED UNIT (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) 1 LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. BULB VINYL 17 -9ULB VINYL 17 { BULB NNYL 12 BULB NNNO 12 /16' HEAT STREWD GLOSS 3/16" HEAT STRENb OVSS C \ 3/16- HEAT STREWO GLASS I` F3/I6- HEOT S7REN'D GLASS .090 WTERIATER .090 PNB INTERUTER 090 SoFI HP .� No PVB S.RE% _ F DuPont SentgGlow by, EL DuPont OeNemou s k Co., Inc.E.I. ` DuPont Bulocite by. ouPonl D¢Nennour. &Co., Out. d W Clem or Coler 6be. InWr,o, Un Solutio. Inc. U, I rC4ar Or Cola' Coss Intedo2er I b, Solulio. Orc. ] 16- HEAT SIREWO GLASS / ] I6' HEAT STI CASS / m I ]/IB' NEAT SiftEN'0 GV55 m J/I6' HEAT STHEN'D GUSS NOREHCOD 5731 DOW CORNING 899 SCN EEEMORENEAD 5731 DOW CORNING 899 ' 19 i SNCONEonSCHNEEE _SCHNEE-MOREHEAD 5731 N 'S I SCHNEEEuOREHFAO 57}1 iftEY[0 SPECTRUM 2 J,- TRENCO SPECTRUM2 \ V DOW CORNING 899 TREMCO SPECTRUM 2 \ V DOW CORNING 899 TREMCO SPECTRUM 2 40 F.40 �- 4p �. 40 s I I L I I e 'Ia mTcokaWwmeFimian A- hob B LA GLASS..F GLASS TYPE 'C' GW55 TYPE 'D' GLAZING DETAILS EMRUso mu Duk N.cm.b to a Y x U eeIs us n'W o � Its g ly hso sae y y o O a - aon O Is i � EFT a 4 i c o a o LI OR c.. 2 .] (D z o N O N 7 o z Lgi o o < DO Z yDN �0 fiat` ® o z z �vj z a o F O [ i m o > 0 E SEE ELEV. FOR SPACING 1- Mill, TOPIC& ANCHORS W PAIRS NDAL EdIDist.SEEIEV. MRSPACWC TYPIW, ANCHORS W PNRSSTRUCNRE SFE ELW. FOR SPACINGlBY Wo00 BUCK:P b9/16•7. nMIN. .TYP.= e w <� Nib m C, O 18 15 1 1• Min. Eage Dist. Typ.; 10 I II I II II I I II f 7/16'-LAHINATEO GLASS I I I. I 39 4 I NOTES: 1) REFER TO SHEET 2 OF 14 Is FOR GLAZING OPTIONS AND OP CHARTS. I I 2) REFER TO SHEET 4 OF 14 O 13 FOR HORIZONTAL CROSS-SECTION DETAILS. I I F I 3) REFER TO SHEET 2 OF 14 C A FOR MAX.ANCHOR SPACINGS.. W w � II fl g w I I I -:4 BE N N h� ID I nE 1/B• pj SIM 4 RED TO $ IL wN Wm 10 WITH SINONE 1 MNIL�o FELL LEMONOF O 21 123 IIfX.allll _ _. N 30 Ia' i •4: '2' MIN• . . 1 G P. :A •IH' HIM E E APPROVED IM Co By FOR 3g •4 6- FROM 1' HIM EMBED. INTO A2 ELEVATION Con4 P 6' ..nS PROF H FOR 6 SEE ACING IWJ At SHEET rliYNoniYolapm /. ,.___ 2 OF p FOR MA%. SPACING vBrAE c?RDCYnRR A'ITACNMRNT pETAllc 3/4• Min. 1. AL f i Eaga Disl 1• ALL STEEL IE PANTED WIN i KN, M'FOR S AC PNRS ALUM, ST BE URES: OX RATED, f1EV. FOR SPACING TYPICAL ANCHORS W PARS 2. METAL STRUCNRE$: SEE ELEV. FOR SPACINfi A) STEEL : Fy 36 K51 MIN. / (STEEL 12 M MIN. TX1LK I OJ057 p) NUvmtlu : M NICK) YIN. 2By Woof Bu[Y SUGaWIe w (µLAY, 3.038' YIN. TII[K) Wool Slm Wm ./ (SG) MYW-pAOE OWN "IT. vdy .55 rnn (TYPO APPN•D MILLER F SEE SEPARATE NW 7 I3e EagDist N Q E WOOD DUCKS AND METAL STRUCTURES NOT BY UWSON IND MUST SUPPORT LOADS IMPOSED BYBEADINGSYSTEN AND H TMNSFEfl THEM i0 THE BUILDING STRUCNRE TYPICAL ANCHORS: SEE ELENI. AT SHEET 8 FOR SPACING 517 FT OPilOxs !LD-slu JAMB Emenamon MI Dl. ConcmU TER[Nos uLTWSou 1/a• 1/4• 1 J/f 1• 2.e5 Ksl SI I/4• 1 3/0 4- 3.2 K.; &TILDE% - 3/16 1 3/4• 3JR Kai ANCHOR TYPE CHART IN 2K WOOD BUCK min. AnCNOs OPIIONE sBAD-SILL JAtlB Sm6etlmeo EtlK DelEa [oefi ELCO ULTRACON 1/4 1/4- 1 I/a• 1 ,55 SG BUROEx 1/a' 1/I• 1 1/4• 1' .55 SO S.N.S. (Into 20 1 112 1 F12 1 1 1/4• 1• 1.55 SO 1 /4- DRIIIFlFX SFfF pR11N. SPEWS .' _ IrvTO METAL STRUCIDRES 1b— NN:unIDc6elHuSaotCaWA1 d d 1, STEEL : 12 C0. MIN. (Fy = 36 KSI MIN.) ALUMINUM T M 4. (STEEL N CONTACT NTH ALUMINUM TO BE PLATED OR PAINTED) •tlJ noAx�ICE INTO APPROVED MULLIONS (NO SHIM SPACE) zoo O J(y n W L2 Co b TYPICAL D. DISTANCE (1/4•) TWO CONCRETE AND MASONRY - 1• MN. (ELCO ULTRACON) oi `�3W ME (1/47 INTO CONCRETE AND MASONRY = 4• MIN. (ITW BVILDIX) 'm.,B o (3/167 INTO CONCRETE AND MASONRY = 3" MIN. (I➢Y BVILDE%) = INTO WOOD STRUCTURE = 1• MIN.'SI 4A '• ••• INTO METAL STRUCTURE = 3/4- MN. SEALANTS AA FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL IEI1� SEALED WITH WHITE/ALUMINUM COLORED SEALANT. 1/4" MAX 1/4' MAX. SHIM SHIM METAL STRUCTURE ATTACHMENT DETAiI. NOTE: ' L ALL STEEI. IN CONTACT WITH ALUM. TO BE PAINTED OR PIATEO. METAL 2. METAL STRUCNRES: STRUCIURE A) STEEL : Fy a 36 KSI MIN. IS13 CA MIN. THICK - DADS-) OB)ALUMINUM : 6063-T5 MIN. UM. 0.078' MIN. MICK) NOTES: 1) REFER TO SHEET 2 OF 14 FOR GLAZING OPMONS AND DP CHARTS. 2) REFER TO SHEET 3 OF 14 L ANCHORS IN PAIRS FOR VERTICAL CROSS-SECTION DETAILS. '.W. FOR SPAONG 3) REFER TO SHEET 3 OF 14 PANEL WIDTH FOR TYPICAL ANCHORS AND NOTES. 4) REFER TO SHEET 2 OF 14 MAX. C O FOR MAX. ANCHOR SPACINGS. M 1/4- SHIM MAX. 16 D.L. OPG. ANCHORS IN PARS II T 4E EV. FOR SPIKING 6 — — — — — — — — — 23 16 6 24 11 36 — om IT JCTUR 6 10 b a 1f J — — 'YA — — SCREENS OPTL— I, D.L. OPG. J NOT REDD. ON 26 ®6/0 y�jy`V K 6/8 S12Es El 2 OF 4 SEE CRART ON SN1 PANEL WIDTH tOr MOIDUCTRIERE"T13 WOOD BUCK EXTERIOR mwRgilT6ARwIIL6e Florida -+T D/2T — XO (S"OWIl) DOOR WIDTH Adweq?FIA�Cl .Q 12 E" D/2T — �4 OX (Reversed) 20]6 ,(J _ rvuvmt Dade Fmm:a cam I NOTE: TWO TRACK FRAME DOOR CONFIGURATIONS OF MORE THAN FOUR PANELS USING STILE COMBINATIONS SHOWN IN THESE DETAILS MAY ALSO BE APPROVED (EXAMPLE OOXX00). o- b OXxo l %% elo • wi G %G oxo APPROVED CONFIGURATIONS (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) BULB VIM I ]/I6� MFAi $TREND cU55 .090 PJO WTERtAYER p OUPONT RUTACITE py. .. Z r -EI. DuPont OeNomowv h CP. Inc. m J/I6 NFAL STREN'D GI/55 Z � N SILICONE io g owrNroarciwc e� 57]1 \ m 1REMC0 SPECiRUN 2 GLASS TYPE '8' 'BULB VW 7 3/16- HEAT STREN'D GUSS .090 IMERLAYER Il Du%ntletyaa" by: E.L Z DuPont DeNemoum A Co.. Inc. I m 3/I6' HEAT STREN'D GLASS N SILICONE SCHNEE-MOREHEAO 5731 CORNING 899 TREMCO SPECTRUM 2 196 1/4" MAX. 13' MAX. TYP. ODOR WIDTH CWSTER'OF - AT HEAD/SILL 4 ANCN0n 6' MAX. TYP. AT STILE ENDS / - CORNERS `HEAD/SILL 1 I I u 7/16' OVERALL LAB. CLMM /V i `px po C2 I o �wn 0 I I I o I I 1 I I I I o s1Ero RDNaouc R A9 EDD. B2 I I O X 0 X O 44 3/4' MAX. NOTES• 50" MAX. D.L. OPG. 1) REFER TO SHEETS 6 A 7 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. PANEL WIDTH 50„%. 2) REFER TO SHEETS 6 OF 14 PANEL WIDTH FOR TYPICAL ANCHORS AND NOTES, 4 DOOR - TWO TRACK - "OXXO�ATION LAMINATED GLASS TESTED UNIT _ LARGE MISSILE IMPACT DESIGN LOAD CAPACITY - PSF GLASS TYPES 'A' OR 'B' PANEL WIDTH NOMINAL FT./W. DOOR HEIGHT Ff./IN. STANDARD SILL 2-1/4" RISER 3" RISER EXT. (+) INT. (-) ENT. (+) INT. (-) EXT. (+)I INT. (-) 2/6 3/0 3/b 4/0 4/6 4/11 6/8 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 50.0 40.7 60.0 56.7 60.0 60.0 60.0 2/6 3/0 3/6 4/0 8/0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 4 1 56.7 I 60.0 60.0 60.0 40.7 60.0 56.7 60.0 6D.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 DOORS GLAZED WITH WAINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. lnwucrReNBweD n`WYlnewimWe Flori4o Ba8]'vIO COM n�2 Aarytmrca No � ZOO BL hliemi U:M . Cann , PANEL MAX. D.L.O.: 3/0 X 6/8 =32-3/4" X 74-3/4" 4/0 X 6/8 = 44-3/4" X 74-3/4- 4/11 X 6/8-55-3/4" X 74-3/4- 3/0 X 8/0 - 32-3/4- X 90-3/4" 4/0 X 8/0 = 44-3/4" X 90-3/4- O a O o W i m3S C Z a m � Z O N z d ®H zzd z 6 0 SEE THU. FOR SPACING 5^. 2_.10.�. J ' L TVP. 4•/ um I" Min. MILL ANCHORS IN PARS Edge Dist. SEE O-EV. FOR SPACING ys BUCK � ` < :a f� -1/1166-LAMINATED GLASS Z` NOTES: 1) REFER TO SHEET 5 OF 1, FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET Z OF 14 FOR HORIZONTAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 5 OF 14 FOR MAX. ANCHOR SPACINGS.- — � a Ka¢ WU IY _N IN LL�• 1- J 4 JIJ NN SILL RISER < W REINEDED WRH \1WA iL I'.ITONE TH W f IMTAPDM ED APPROVED si C BY FORN EHDEO INLO CV TI Conc B 6•RNERS L SEE ACING. IOH AT SHEET S W 1< FOR MA%. SPACING. V\.1' WEEP NOTCH AT EACH ENO ANCHORS PER CEP TYPICAL ANCHORS W PARS VSTRUCTURE SEE ELM FOR SPACING Zuro uur O — mo 2 q T Ssa < N 2E r: ! N _�z m m c .3 4' Min. YCTAL STRUCNRE ATTACHMENT O2TAIL5 NmC S m z c O 2 C7 EIJIC DISL 1. AL STEEL IN CONI WITH ALUM. TO BE PAINTED OR PLATED. R I ('J RUNS G TYPICAL FORK G N PARS SEE EI y A)ES EELra Fy1T% NSI YIN. �• Z ) O I (STEEL 12C MIN, THICK 0.105-) B) AWNWVY : WO-TS YW. •� (ALVY. 0..78- WN. THICK) V R`SA) or YLWI-OADE COME (J < L T 55 m . (Typ.) APPR D MULLION SEE SEPAMTE AKIA '� 7. - O T a ) 3 4" Min. 'IF. 1 F C j Q 4 O, Edge L] N P < j W E 9c9 F WOOD BUCKS AND METAL STRUCTURES NOT BY UWSON WD. (, MUST SUPPORT LOADS IMPOSED BY GU2WC SYSTEY AND U) TRANSFER THEY TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING ANCHOR TYPE CHART IN CONC. or MASONRY min. ANCHOR OPTIONS HBAH-SHL JAMB BmDedman 8A8s Onl C...-U ELCO ULIHMON 1/1 tI< 1 J/<. I• 2.65 Ksl Buono t/P 13/4' 4- 3.2 KITH BUINp 3/16' 1 3/<' 3' 12 K4 ANCHOR TYPE CHART IN 2K WOOD BUCE mIn, ANCHOR OPTIONS ELCO ULTRALOx RGO-S14 1/4' t/<'i JAYS71- L4. DIsi- 2[ Woo .55 SG BUMOE% 1/4' 1^-1. .55 SG R.Y.B. (into 2X) #12 /12.SS $G 1/4" DRILI FI FX SELF DRILLING SCREWS TrIwnl Ua3c l'ro6a INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy . 36 KSI MIN.) ALUMINUM : 1/8• HIM. MIN. (6063-75 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 0 SM INTO APPROVED MULLIONS (NO SHIM SPACE) TYPI A D- -aE INTO CONCRETE AND MASONRY = 1' MIN. (ELCO ULTRACON) IN (1/4-) INTO CONCRETE AND MASONRY a 4' NUN. (ITW BURDEK) (3/167 INTO CONCRETE AND MASONRY - 3- MIN. (IIW BUILDEX) INTO WOOD STRUCTURE - 1' MIN. 's INTO METAL STRUCTURE - 3/4- YIN. SEALANTS: FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WBH WHRE/ALUMINUM COLORED SFaInNT. _ IY 'M ANCHORS IN PMRS SEE ZL . FOR SPACING 1/4' SHIM SCREENS OPTIDNIL OO EXTERIOR 4D/2T — OXXO NOTES: 1) REFER TO SHEET 5 OF 14 FOR GWING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 6 OF 14 FOR VERTICAL CROSS-SECTION DETNLS. 3) REFER TO SHEET 6 OF 14 SHIM FOR TYPICAL ANCHORS AND NOTES. 4) REFER TO SHEET 5 OF 14 n. FOR NAX. ANCHOR SPACINGS. I 0 EE171 8PTbNLL 1 CZ O EXTT ERIOR {III^ O 3D/2T — OXO WIDTH D f 1/4' SHIM C Z OPG. yCS RP Ci e 0 In o mon C c Z o A � i v N DI ID — — — 24 e _ �J z' o O I6 6 r �• PIMP. 2 (7 U N ._ ..... . . ..:.. a T.D Z j �zio _-- N T n x 5 � 6 1p D.L. OP m N o a _ PANEL WIDID TH PWD WON W Q a Q Zt O 5 SHIM X. r 1H ;�'IK Y 1 2 b� m PRODUCTRENEl4ED am:IdYL+6wIW RreFImidA BuildinDEWc Z gFA�x�E(�x�e��Pj�t��'a��e�x No IZ- Il�O4 IZ By D O ZD/8 Miami Deck Pmdl Cml. THREE TRACK FRAME DOOR CONFIGURATIONS OF MORE THAN FOUR PANELS USING STILE �4 a•j4 COMBINATIONS SHOWN IN THESE DETAILS MAY ;� 1 \ALSO BE APPROVED (EXAMPLE 6D-3T XXXXXX). IJ 1 p, L� f41POCKET WALL SEE NOTE 13. r G %-RP or LP-X 2- u o- o• ' 1 O• •O 0i I or LP-%X 0 X'- r %X-RP 0 r RP-%X=LP Nei a• o-• o• I❑ P0C%ET WALL ' -SEE NOTE , 3. :P P.,� XXX or RP-XXX or LP-X%% F i :a ~ 0 - a - ' PANEL WIDTH b o- o- c• o• a- a• - 'c l �� •o •o •o •o) PANEL MAX. D.L.O.: c• a• •o •a 3/0 X 6/8 = 31-1/2- X 74-1/4- - + 4/0 X 6/8 = 43-1/2- X 74-1/4 KX or RP-XXXX er LP-XXXX or RP-XXXX-LP APPROVED CONFIGURATIONS 3/0 X 8/0 = 31-1/2- X 90-1/4 4/0 X 8/0 = 43-1/2' % 90-1/4- WITH & WITHOUT POCKETS (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) BLUE VIN1' IT BULB VINYL17 3/I6- HEAT STREWD GVSS 3/16- HEAT STREN'D GLASS .090 PuttNlerlopr ,090 PN WTERUTQi smle. eP-sP^e. O s0ue. HP B PPnt Butocite e7: SOLUPI c. _ or Ponl & InC. r DuPont Bubdle 6y. Co.0 r E.I.DuPont OeNernoureopo & CP., me - Ou ? DpNemoury ,6- (r3/16- HEAT STREN'0 CL155 GO S CONESILICONE HEAT STREWO CUSS to o � I �DOW CORNING 899 m g I `00w CORNING 899 & NON -POCKET MAX. 13 I/4- MAX. TYP. AT HEAD/SILL AT a o ¢ o 1 u 1 u 1 II I 0 a u I o /% to E2 // 0 1 D 0 1 FT h 1 I I = 0 n I I tl I� I I Fz I 0 I I 1 I 1 p 7/16- MRN1 LAY. GLASS 1 STEEL flEWroRCWG I AS REOG. < I 1 B4 1 1 x 83 I I x 1 1 x 1 I 1 x 1 - e e POCKET WµL n SEE NOTE 13. n _J N2. I - 1 0- I P�oI m s i zQz m I to ma_ i 0 0 . 3 ' I 1 _ 1 y 1 N IS ;ayW i O IFz I�T./^Irm' to 1 i• Z (r ( ;e< `Q /NO ES' 43 1/2- MAX. I) REFER TO SHEETS 9 10 & tl OF 14 D.L. OPG. 49 1/8' MAX. FOR TYPICAL CROSS-SECTION DETAILS. PANEL WIDTH 21 REFER TO SHEETS 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4 DOOR - THREE TRACK 3) FOR POCKET WALLS SEE GENERAL NOTES "XXXX" TYPICAL ELEVATION /15 & 16 AT SHEET I OF 14. TESTED UNIT DOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. ACITY - PSP (2 3/4' SILL) DP CAPACITY - P6P (B' SILL) LAMINATED GLASS Trre 'A' cuss Trre 'B' cuss Tree 'A' cuss Trre 'B' LARGE MISSILE IMPACT OP CAP NOMIWLL 00IR LASS WIDTH R./IN. . (+) INT. (-) DM: (+) INT. (-) EXP. (+) DIT. (-) EXT. (+) WT. (-) 8/0 (20R)6.7 (W/ I STEEL) 68.0 56.7 68.0 66.0 68.0 68.0 68.0 8/0 (2DR)6.7 (W/ 2 STEEL) 0.0 56.7 68.0 68.0 68.0 ()68.0 ()0.0 12/0 (3DR)5.7 (W/ 1 STEEL) 68.0 56.7 68.0 - - 68.0 68.0 12/0 (3DR)6.7 (W/ 2 STEEL) 68.0 563 68.0 68.0 68.0 (•)68.0 (• 68.0 0 44iEEL)3.3 60.0 53.3 60.0 60.0 60.0 60.0 60.0 e16/0 (4DR)3.3 (W/ 2 STEEL) fi8.0 53.3 68.0 68.0 68.0 68.0 68.0 DOORS MEET +76.7 & -78.0 DP w/ 'Dupont 0.090• SGP Nan �:y N N +s4 :m, I. Min. 1/4- TAPCON a, APPROVED EQUAL BY EGA Edge Dist. Vp 1 Spa• Nix EMBED, INTO 3.2 KIN Cont. B 6" FROM CORNERS L SEE ELEVATION AT SHEET 8 IF 14 rm IWC SPACING. a •4 _ 39 •4., .• a��• •4. 019 DN I�1�y1 I1HAll� m CAP GLASS 4:a M1+ I� r1 1) REFER TO SHEET IT OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEETS 10 & 11 OF 14 FOR HORIZONTAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 8 OF...14 FOR MAX. ANCHOR SPACINGS. K �N rn N SIIL,ftSER 'PI 4 J 11�.7J. 4 i• TAPCON of APPROVED TRIAL BY I 1' MIN. EMBER INTD 32 Kci Con.. 8 0 1 CORNERS L SEE ELEVATION AT SHEET 14 FOR MAX. SPACING. VOod TYPICAL ANCHORS SEE ELEY, FOR / � Z 4 u m \In nm inau m�m 3 i NEIAT cmLCIURi' eTTACHMENI OF'I'e1L< min 1 1. AL 1. ALL STEEL IN CONTACT WITHkUM, ID BE PANTED OR %ALTO. 2. S p) Fy -E3 ) STEEL : � J6 HIC MR. EL 1 A. ISIz GA. - o.lDs7 ; 60 -T5 B) PLU L0.078 606THIC N. (KVY. 0.0]8" YIN. THICK) utwl-DADS COY PaPR'D YNLgN ®IN f ' EE SEPARATE N04 i F N �1 �1 ° EYIOOD BUCKS AND METAL STRUCTURES NOT BY LtWSON INO. H MUST SUPPORT LOADS IMPOSED BY OWING S EY AND TRANSFER THEM TO THE BUILDING STRUCTURE - TYPICAL ANCHORS: SEE ELEV. AT SHEET B FOR SPACING ANCHOR TYPE CHART IN CONC. or MASONRY min. ANCHOR OPIIDIS HEAD -SILL JAYH Smbedman Ed,. DMI.Con—U. ELCO ULmKON 1/0" 1/4" 1 3/4 1 ].85 NO BNI➢E% 1/A• 1 11 3/A" A" 13.2 No; HNLOE% 3/I6" 1 3/4' IY 13.2 Ky ANCHOR TYPE CHART IN 2K WOOD BUCK min. ANCHOR OMONS READ-SH1 JAYH Embadmen Edl. 061. 2M WOOd ELCO ULTWSON 1 1/4" 1/4" 1 1/4" 1" 55 SC RUILDIX 1 1/4" 1/4" 1 1 1/4" 1" Im SO SAiS. (Into 3%) 1 /12 1 /4 I 1 1/4' 1' 1S5 SO 1/4- ORUIFLEX SELF DRILLING SCREWS N1ic INTO METAL STRUCTURES STEEL : 12 CA MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8' THX. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO DE PLATED OR PAINTED) 010 SINS INTO APPROVED MULLIONS (NO SHIM SPACE) TYPICAL EDGE DISTANCE (1/4-) INTO CONCRETE AND MASONRY - 1' MIN. (ELCO ULTRACON) (1/4-) INTO CONCRETE AND MASONRY = 4- MIN. (OW BUILDEX) (3/I6') INTO CONCRETE AND MASONRY = 3- MIN. (UW BURDE%) INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4' MIN. SEALANTS• FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEAtART. _ 0 z Z 0 FZI y f/] m 0 U Z a Qi Y o � O L- [1z � rn A � V000 HUSKS NOT BY LAVSON IND MUST SUSTAIN IWMEO LOADS SCREEN DOOR PANEL IWTIDwY) 3D/3T — XXX LAMINATED GLASS EXTERIOR T — XX 1/4- GAP, IMx. " T, /PHI: S.NS. W 11N ENDED, INTO 2% 2 STEEL PARS REOD. ON )D BACK ISEE SKEET 09 STIES AS LISTED IN OP iiExER NDTES MD CN w/ PRESSURES IM AT SHEET D D FOR SNOWN ON SHEET 8 OF 14 iTENCR SPACING ) NOTES: I) REFER TO SHEET 8 OF 14 FOR GLAZING OPTIONS AND OP CHARTS. z) REFER TO SHEET 9 OF 14 FOR VERTICN. CROSS—SECTION DETAILS. D) REFER TO SHEET 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) REFER TO SHEET 8 OF 14 FOR MAN. ANCHOR SPACINGS. 4 •]12 % 2• rRIPNPSMS. W — 1 1,4' HIM EMBCD. INTO 2K P.T. VOOD BUCK <SEE SHEET 09 FOR FASTENER NOTES AND ELEVAT1m1 AT SHEET 0 B FOR FOR FASTENER SPACING ) I" . PRODUC7ERENENVED BmIduImmIU a,,kviAmR flmida A.,I-.j ZO TA4�^_I2 E 6R, Nivti Uci IS'c::Fl C MAX M 1/4. TAPCON w APPROVED TERI BY FOR V/ 1 3/4' MIN EMBED. INTO 32 Kul Cent 6' FROM CORNERS I SEE ELEVATION AT ,WET 8 OF 14 FOR MAX. SPACING IUD Y�ge EXPE TYP TYPIAL ANCHORS IN PARS SEE SEE Et EV. FOR SPACING 1/4- MAX. SHIM — E 9 NOTE: STEEL BARS MOD. AS USTED AT DP CHART W/ PRESSURES SHOWN ON SHEET B OF 14 EXTERIOR TEST DOOR MOTH (190 5/8) 4D/3T — XXXXP METAL STRUCTURE ATTACHMENT DETAIL NOTE: 1. ALL STEEL IN CONTACT WITH ALUM, TO BE PANTED OR PLATED. 2. METAL STRUCTURES: A) STEEL : Fy = 36 KSI MIN. (STEEL 12 GA. MIN. THICK - 0.105-) 8) ALUMINUM : 6O63-TS MIN. (ALUM. 0 0]8' MIN. DUCK) S. n ro .Iz x 1 PENDED. .•. IINS .1 v/ 1 vv wx EMBED. INTo NTO 2X P.T. WOOD BACK •A n ( SEE OPT1OI INSTALLATION i•d Q DETAILS AT SHEET 12 OF 1. 1 A lv1 A 4:... mom PC NOTES: 1) REFER TO SHEET 8 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 9 OF 14 FOR VERTICAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) REFER TO SHEET 8 OF 14 FOR MAX(. ANCHOR SPACINGS. 3 4 R POCKET WALLS lE i OENEW4 NOTES o h 16 AT EET 1 OF 14. .ma. A �Tn �= 1 ( � LL X�V O N N � M m1mr 1= N III SOD-9200 BILL OF MATERIALS — 2 & 3 TRACK FRAME 1 3/4• MIN. EMBED. N 11.. FOR ANCHOR TYPES SEE p � NOTES AT SHEETS J. I. & 9. 2. FOR POCKET WALLS SEE GENERAL ` v INTERIOR NOTES 015 & 16 AT SHEET I OF 14. •.;�' ;. „ u N •_ TYPICAL ANCHORS .t ;^ INTERIOR m 9 1p 33 SEE ELW.. n m o m O Ea g )A FOR SPACING 3 n B 6 • 16 z '�'i ' 1T }t '� s n tt C7 Ia o 16 y o ! ? a L u @ z m o J •"'•A V 16In y }I n 1 :•Z ry'9 w 26 D 9 • STEEL BAR RED . ON )` •z g SIZES UST00 w/ DP 60Pa 17 EXTERIOR '�'�Q TYPICAL ANCHORS qq D F 35 v.Z - AT B O.C. u Q SEE ELEV. r FOR SPACING. 1 %a'.'MAX, SHIM 1 3/4" MIN. EMBED. A• EXTERIOR e W e {2{ POCKET DOOR HOOK ATTACHMENT DETAILS ` l N 5555 Pxzmlo vl FWa com oMlm-Team PMstel Ill. g M. FWGBlaac m mmaeoamm MMY L ASIM NO. n • o �.19-1ma•Atm- 75 oaao - o c r 5pa&.G-, IAS 6mTaman Se g2,PSl 1640 D43a n ` � uwme maNnhAx S4o.D 0ma x Mo In@ IOUxpmgaeea PS 70.0 D4la 9 wP•n m^uGsi at0 D-H6 n 8 e 3 2 FPVCWNtrc Uompow,4 NP. RbI-T6 9 •+ eBY6ICAL ASTM ND. _ oamc.•x•ama•w•,Iosm n Dnao - ' u 5 Gmiry 1.4) I'm T-m S..PSI 16aP Ddie iseaY z "aUNmvn FYmyuvKx 3xsb a Mmum®IOALUmgodQ PN 70. D�a •° aBdlummA sn DTK M' S' t1aL{1�I(""'Fe a �6 .••"...... 7: 'Cj ]'••n l} G�•. �)`(, 3a: �;y O O':R °° -•'.v a) I i OOe PRODUCTRDNOW60 zu41 iIml-d,�Flp1 342 DOdiPO Coda rf _ rf O A 1 0 ��La eiiA • '•• Q J A�.,p;P3m No L L 11 `L Ra ImllO O:.m IB AFIF( t1 F MIPmf DPdaMWud C p ITEM B PART ® QTY. DESCRIPTION REMARKS 1 L-9211 1 2 TRACK FRAME HEAD 6063-T6 ALUMINUM 1.2 L-9211 1 2 TRACK FRAME HEAD (Multi -Slide) 6063-T6 ALUMINUM 2 L-9206 1 2 TRACK FRAME SILL 6063-T5 ALUMINUM 3 L-9212 2 2 TRACK FRAME JAMB 6063-T5 ALUMINUM 4 L-9204 I X PANEL PANEL TOP RAIL �6063-T5 ALUMINUM 5 L-9205 1 Y PANEL PANEL BOTTOM RAIL 6063-T5 ALUMINUM 6 L-9201 1 PANEL LOCK STILE 6063-T6 ALUMINUM 7 L-9202 1 PANEL INTERIOR INTERLOCK 6063-T6 ALUMINUM 8 L-9203 1 PANEL EXTERIOR INTERLOCK 6063-T6 ALUMINUM 9 L-9207 I PANEL ASTRAGAL 6063-T6 ALUMINUM 10 L-9209 AS REG-D. ALUMINUM GLAZING BEAD 6063-TS ALUMINUM 11 L-9214 1 3 TRACK FRAME HEAD 6063-T6 ALUMINUM 12 -L-9208 1 3 TRACK FRAME SILL 6063-T5 ALUMINUM 13 L-9213 2 3 TRACK FRAME JAMB 6063-T5 ALUMINUM 14 PVS-016 AS REO'D. BOTTOM RAIL VTS'P ULTRAFAB tlpB6]5]OK IS PVS-003 AS REO'D. PANEL TOP RAIL VTS'P .18Tx.310' 0830-6001-U 16 PVS-003 AS REO'D. FIN SEAL WEATHERSTRIP .IB7-.,210• (7820-6001-9) 17 VVS-004 AS REO'0. BULB VINYL (FPVL) I/G• O.D. IB L-9016 2 SELF ADHESIVE PILE PAD 13/16- X 1 12' 19 HC-046 2 IMVG. PANEL TANDEM ROLLER 2 X EA. MVG. DOT. RAIL 20 FS-003 2 ROLLER ATTACHMENT SCREW tle x 1/2• F.H./PHIL. 21 AR -DOB 2% PANEL PANEL 'C' TRACK CLIP 6063-T6 ALUMINUM 22 FS-042 AS RE00. 'C' TRACK ATTACHMENT SCREW tl10 X V SMS FR./PHIL. 23 L-9018 1 % ANCHOR FIXED PANEL JAMB CLIP 6063-75 ALUMINUM 24 FS-011 1 X CLIP FIXED PANEL CLIP SCREW BIO X 5/8- PH/PHIL. 25 AR-020 • INTERLOCK STEEL REINFDRCEMENT 1/2' X 1 1/4- (36 KSD 26 AR-021 • ASTRAGAL STEEL REINFORCEMENT 1/2' % 1 1/2' <36 KSU 27 AR-024 • INTERLOCK STEEL REINFORCEMENT 3/8' X 1• (36 KSU 28 NC-047 1 MORTISE LOCK HARDWARE W/ HAN➢LES 6 KEEPER 29 • 1 x POnel 7/16- Laminated H.S. Glass See Glazin, Details 30 L-9022 • ASTRAGAL PANEL SILL CLIP 6063-T5 ALUMINUM 31 L-9215 I _ POCKET JAMB HOOK 6063-TG ALUMINUM 32 M-5731 • NEUTRAL CURE SILICONE Schnee-Morehtl 5]3l 'y, C-899 AS REO'D. NEUTRAL CURE SILICONE Da. Corning 899 'i • NEUTRAL CURE SILICONE Trenco Spectrem 2 ,3 -045 2 NYLON PLUG ( .480' HOLE ) RIGID PVC Y(3 G-1 3 2% PANEL NYLON TOP GUIDE RIGID PVC j - Dlt AS REO'D. FRAME ASSEMBLY SCREWS A8 X 1/2' P.H. PHILLIPS 3 FS- AS REO'D. PANEL ASSEMBLY SCREWS #10 X V PJL PHILLIPS 39 -U14T EDD. INSTALLATION SCREWS R12 X 1 3/4• FH/PHIL. F4,;7Sb O'p. GLAZING SETTING BLOCK SOFT PVC 1/B' x 1/8' x 2-L. •5O'D. SCREEN PANEL • iASR JOINT SEALANT Schnee-Moreheod 5504 43 PERIMETER CAULKING OSI POLYSEAMSEAL 44 PRODUCT LABEL`—� b jj---3.625-yy �1 062 1�62 j�I,� 1.000 II I� u 750 FRAME HEAD � TWO TRACK HEAD 1.594J' o AT SHEETS 8. h 9. MULTI -SLIDE FRAME HEAD -I�- .090 ir I I—F, 2 2.250 062 1.750 559 ��4.154— Q FRAME SILL 390 241 f_ 2.0] iq 0 062 .890 L O PANEL TOP RNL r.180 831 �616 IO 0 FIXED v BOTTOM RAIL LOCK STILE v 580 875 .125f J +I 1.,42 30 ASTRAG4 RUNNER l'J FRAME JAMB I INTERIOR INTERLOCK EXTERIOR INTERLOCK 844 2.280 094 Ir 1.fi17 1.710 U. ASTRAGAL STILE F-3.000� Ion .1247 SILL RISER FRAME TOP CORNER TWO TRACK FRAME FRAME 801­TOM CORNER IT I RODUCTTJRdEWED W BvilJi11Yi�-ial Wrr]M`M AvccPlmrt 57�4-g2 lvRyvi DuJe YmduN C4vu R � m o ne y Goe O O q�c 2 Li _oz msn 2 V CQ 2 b � ' _ q� a F o� N � LL N I.o N m "''lllillll M lE 062 � 0 s0o FRAME SILL 13 SOOy—y f__j 1.250 062 � 25 INTERLOCK REINFORCING SOOy y 1.218 1.500 26 ASTRAGAL REINFORCING .J75 1 I �.20 Io INTERLOCK REINFORCING FRAME BOTTOM CORNER I�/^,LI 527 L .100 670 0'C CLIP T PRyioeEFlmida UuiA1nB 61tlo I2�..� {2 qucpt?uco Nlivmi D+de uduclCm 1 MIAMI ADE MIAMI—DADS COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 209 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ,nvw,mi"midade.Rov/economy Lawson Industries, Inc. 8501 NW 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 and accepted by Miami —Dade County RER— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "La Porte" 8'-0" Outswing Glazed Aluminum French Doors —L.M.I. APPROVAL DOCUMENT: Drawing No. FD 2003, titled "La Porte —Impact French Out —Swing Door", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 with the latest revision "F", dated 03/27/13, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami —Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series, and following statement: "Miami —Dade County.Product Control Approved", unless otherwise noted herein, REVISION 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 NOA No.12-0127.23 and consists of this page I and 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. NOA No. 13-0328,11 �y Expiration Date: June 05, 2018 Approval Date: June 06, 2013 5�6It Page 1 HAMID LL E. 370FF7 ARCHOTECTS9 PA AM !APPROVED 379 AFMIlI95 © REME & P,ESUBIMIT ® APPROVED AS CORRECTED ® REJECTED This rerear is c r.�' ter ge srzi anformance wish the design concept of the p �;<- a.J cnz•=.! :a^piiance n7ih Iha i^famaL'on given in the contract d_n�mar';.Carx2ionsorcurnmanrs m2daon the shop druvigsdnring t,:s r-, •Iata to nit reks,a t;a con'raeo. Item comp' ante with the req ke- mtr$s o!;he p'.ans zr9 speri9catons. Approval of a spec item chali not inNide appLval Of an :_: =.arhiy of rmich tM item r a component Cop, traitor is re�ponsib?c fa.. Dimensions to be confirmed and contWed at the job em; Iffoma?ion mat perwins ex'* to the fabrication processes or to the means, medtods, tedm:gu:s, sequences and procedures of constnrc- lion: coordination of fha wod; of all 9w trades: and for performing all work to a safe and satisfactory manner. CATS iti 1 2B ):K BY: ` M�IAM4DM=ADE MIAMI—DADE COUNTY, FLORIDA ��Jl11 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (N" rnvw.miamidade.eovfecononry Lawson Industries, Inc. 8501 NW 90'1' 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 RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series f°La Porte" 8'4" Outswing Glazed Aluminum French Doors - L.M.I. APPROVAL DOCUMENT: Drawing No. FD 2003, titled "La Porte -Impact French Out -Swing Door", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 with the latest revision "F", dated 03127/13, signed and sealed by Thomas J. Soros, P. E., bearing the Miami -Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each trait 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. REVISION 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 NOA No.12-0127.23 and consists of this page 1 and 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. NOA No. 13-02 MIAM4DADE COUNTY art Expiration Date: June 05 e Approval Date: Junli6 � zpEt'J ��✓ r Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.11-0202.03) 2. Drawing No. FD 2003, titled "La Porto --Impact French Out —Swing Door", sheets 01 through 06 of 06, prepared by the manufacturer,' dated 12/12/02 with the latest revision "F", dated 03/27/13, 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 Reports No. HETI-11-3201, issued on 01/06/2011, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No.11-0202.03) 2. Test reports on: 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-09-2623, HETI-09 2645, HETI-09 2624 and HETI-09 2646, issued on 10/22/2009, signed and sealed by Candido F. Font, P. E. (Submitter under NOA No.10-0128.04) 3. 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 24113.2.1 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.'s HETI-04-1897, HETI-04-1896 A, HETI-04-1896 B and HETI-04-1377, issued on 03/08/04 and 03112/04, all signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted underNOANo. 04-0607.04) 4. Test reports on: 1) Tensile Test, per FBC, ASTM E-8 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 render NOA No. 03-0219.01) Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 13-0328.1A i� Expiration Date: Jnne 05, 2018 `ti Approval Date: June 06 2013� Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, 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, HETI-02-1763 and HETI-02-1765, issued on 01/14/2003, all signed and sealed by Rafael E. Droz--Seda, P. E. (Submitted tinder NOA No. 03-0219.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by the manufacturer, dated 12/12/02 with the latest revised dated 07/02/10, signed and sealed by Thomas J. Sotos, P. E. (Submilled tinder NOA No.10-0128.04) 2. Glazing complies with ASTM E1300-98/ 04 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their"DuPont Butacitem PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No.11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 09/25/11, expiring oil 01/14/17. 3. Notice of Acceptance No.12-1231.08 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 63/28/13, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance with the FBC 2010 and AAMA 101/ I.S.2-97, dated 01/25/12, signed and sealed by Thomas J. Solos, P. E. (Subinilfed under previous NOA No.12-0127.23) f Jaime I Product Control See NOA. Expiration Date'. Approval Date E-2 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 2. Proposal issued by Product Control, dated 07/27/10, signed by Ishaq Chanda, P. E. (Submitted under NOA No. 11-0202.03) 3. Laboratory compliance letter for Test Report No. HETI-11-3201, issued by Hurricane Engineering & Testing, Inc., dated 01/06/11, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No.11-0202.03) 4. Proposal issued by Product Control, dated 03/26/09, signed by Renzo Narciso. (Submitted under NOA No.10-0128.04) 5. Laboratory compliance letters for Test Reports No.'s HETI-09-2623, HETI- 09-2645, HETI49-2624 and HETI-09-2646, issued by Hurricane Engineering & Testing, Inc., dated 10122/09, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No.10-0128.04) 6. Laboratory compliance letter for Test Reports No.'s HETI-044897, HETI-044896A, HETI-0"896B, HE, TI-04-1377, HETI42—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 01/14/03 and 03/08/04, all 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. 12-0127.23, issued to Lawson Industries, Inc. for their Series "La Porte 8'-0" Outswing Aluminum French Doors — L.M.I.", approved on 04/05/12 and expiring on 06/05113. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 13-0328.I Expiration Date: June 05, 20 t1 Approval Dale: June 0 �0 3 E-3 t I BILL OF ]MATERIALS ITBM I II PART RBOD. DESCRIPTION REUMS 1 L-901 L11-098 1 FRAME HEAD SD63-16 ALUMINUM 2 L-9N LII-09) 1 rRAME SILL 6063-16 MIRIUM 3 L-903 LII-090 2 FRAME .IAMB 6063-16 ALUNINUN 4 L-904 LII-096 2 SIDCLIIC JAMB ADAPTER BARI ALUMIMRI 5 L-906 LIh092 2 M Pmel PANEL TOP 6 BOTTOM RAIL 6063-16 ALUMIMID 6 L-90) L[1-091 1 M pans' HINGE STILE 6063-16 MIMINUM ) LipS L11-094 1 z pone' LOCK STILE 60631 ALUMINUM B L-909 L11-095 2 A Panel TOP L BO)iUN MAIL ADAPTER 6063-15 ALUMINUM 9 L-911 LH-085 AS RCO'D 1/4 ROUND ALUM BEAD - 7/16- 6063-i5 ALUMINUM 10 L-912 L11-BW AS REWD IM ROUND ALUM DEAD - LB• 6063-A ALUMINUM 11 FO-6N-2 L-909 2 N panel HINGE LEAF ASSEMBLY 6063-13 ALUMINUM 12 VWS-001 TP 3266 AS REO'a BWb Vinyl VLYp-leon Plastics, Inc See Material Ce Amosltion at Street 6 13 PVS-Oak s AS REGO VrSY. a TW/Mtr. BARS SNIevi FS - Jere. x 210'n N PVS-002 z AS RECD. VIER. 0 FMME HEAD L JAMB StMI PB - 38".. K .3301 15 L-910 1II-009 2 z porW STRIKER MOUNTING PLAT[ 6063-TS ALUMINUM 16 FO-619 rm-619-1 2z Pmwl STRIKER PLATC 6063-TS ALUMINUM 17 ID-631 LB-006 AS RED& ILAMIC ADAPTER 606]-i6 ALUMINUM IB M -0]I SF-5502 2 z Paret DELTA FLUSH BOLT US TOP L BOTTOM Me LOCK SFRb 19 FO-64I ML-024/029 1 SET DOOR LOCK / DEAD BOLI SET KVIKSET - Series 690T CONED 20 FD-621-2 NC-024/WS 1 SET DOOR LOCK / DEAD BOLT SET SCHLAGE - S,ivs rBJSO COMBO 21 FD-621-2 HC-024N25 1 SET DOOR IIKK / DEAD BOLT SET D<rUM - Ser'les 831 C 10 22 IS-. AS REO'D: Frame Ins1e11 Svee -Head 5/16•- TAPCON L Sea Notes) 2] FS-033 AS REPO. Frone Install. Ser, Janbnel S/16'- TOPCON <SPP Notes) 24 FS-026 0 FRANC ASSEMBLY SCREV 012 K 3/4• PH -PHI. 29 rS-012 AS REPO. JAMB ADAPTER SCREW 010 K 3/A• PM -PIN. 26 PO-634 LIM1VI AS REDO V4 ROUND ALM BEAD - HIPS' LIOI ALUMINUM 2) Mm043 0 GLAZING ADAPT. ATTACH SCREW L8 K 1I, FH-PHI. 20 M-049 2/Pawl D.W. Roll A...., Scry 31912 111- Hex Serve L Hut 29 AS REDO NEUTRAL CURE SILICONE Selene-MvreMaa !AI-5)31 30 AS REPO NEUTRAL CURE. SILICON[ Do. Carpng 899 31 AS REPO NEUTRAL CURE SILICONE Trento S-500 32 AS REPO. L-Insole2 Gass see PO 5 Dupont - Sentry pass Pus 33 AS AMID. Asourted Glass see Pg 5 Dupont - PVB 34 A A AS REPO A..Mted CWss zee PO 5 Sarlez - PVB 35 A M-0W 2/Panty PANEL ASS-Y ALM PLATE 1 12'M 2'. IIW 1601 ALUM) 36 1 MC-904 2/PamH Panel Ms'y MI LenpPvt Rod 3IN'll- a0 Roy, Flute. Ranee save 37 MS 011 B .[6 ATTACHMENT SCREV 110 K 3/4• PA / PHI. 30 A MS 044 M SIDELIIE ATTACHMENT SCREV 110 K V PH/PNLL. - (IJ' OC NaMJ 39 M-006 l2PPOI 6/Jamb In' Ms. Hone PIUO - Milan 6-6 HICROPLASTICS - RocNeell M-79 40 NE-W) 62PIP097SCII 2/Pond 7/0' IN Note P1,g - Melon 6-6 MICROPLASTICS - ROCKwOU M-79 41 a HC-010 1/�T FLUSM BOLT SRI PIvO - 111 6-6 SUNCOPLASTICS Inc. R¢Naall M-79 42 L-913 LII-086 AS REO'D V2 ROUND FALSE ALM HWNi1N 6063-I5 ALUMINUM 43 A s AS HPO. INT FALSE APPLIED HUMIN LES' K 222- STOCK ALUMINUM 44 L-915 r0-623 AS HDD FRAME MCAO SHEAR PLATE 6063-75 ALIMIMM - 4' Wp 45 L-916 1_11-I17 AS Boy, FRANC LOW SILL - OPTIONAL 6063-75 ALUMINUM 46 FO-635 MC -.So 1 TVO-POINT FLUSHBOLT LOIX WTIONAL ( FOR +/- 760 PSF DP) 47 FD-626 FO-626-1 2/Ponel FWSN BOLT GURC ALM ANGLE 1 In'. 1 Ile. In' Aun 6063-19 40 MI MO S2)-1 22ow1 2-Po6rt Lod Bott Wd. MOLE 3'. We 112•z 1/8• Al— 6063-15 49 s A AS RSDD Joint Ecotone- to Cal —A -Pwvls Ce SUaee Swl 50 FO-63B M- I EST LUCK ACTIVE HANOLC L TRINSET ASHLAND RV4MA-A 51 FO-6]) NC- 1 SET MULTI -MINT LACK ACTIVE ASHLAND 1510511a-STAG5 <_52 1`11-610 NC- 1 SET LOCK PASSIVE HANDLE L TRIMET ASHLAND 1W52DIA-P 553 FD-639 NC- 1 SET NULTFPCIN1 LOCK PASSIVE ASHLAND 1V5110-STPASI 4' To -",MC- 2 A Pool MVV-Poore Lock Sale GW4 NYLON 6-6 Roelnell H scale 79 'E, A M_ 4/ We Poll, Wits Attmymovt FaStener 16 z In' PH/pull. 56 fLI M- 11 A Lack Lock Tao Mount Adopter NYLDV AWTER 5) - FBi6L3 NC- 1 z Lad Loch Bottom Mount AdoDtPr MYlD11 ADAPTER 8 IO I, Moe VnfL Visch Sidelite Swinp Pond 1.1M — ww V W IA A ( 33 13/16' W. ) p (35 3/16' Flax. B9D' hint K ;A \ pR 3 .1-1/INNS M E l s 6 / \ 2rj• Haw ➢LO Vltlt J J / rn� mN C y D E \ D 2p2 Active Inactive is m 2 _ .�,� CFA SP -0 Be N T,J V la $0210 61/2' mP < w a O Sidelite a<m-at >< o` p o• %�i% �/ i� i% 4 as /1%Fj�� � Side its jjjD(lg """,�ML\\ E Z V t x MY AI S`EEI D1 S ® 1__ _��_ __._ OONMWN lam ^eb 5 e• �/+ /< 9 1/�/< 12 ]/4• 4 2 :6• 1< VB' 4 5- ANLNOR NOTES: 7 1. SEE ELEVATION AT SHEET 1 OF 6 FOR (ot sWellte) o < 4 �2• ANCHOR O.C. MAX. SPACING AND LOCATIONS. r x a P paw0 ho0tive permit 2. SEE SHEET 4 OF 6 FOR INSIALIAl10N FASTENERS WPM. _acgive "OXXO'" EXTERIOR ELEVATION 3. SAME ANCHOR SPACING ® FRAME HEAD As SILL �: 1). QUALIFIES SINGLE R MULTIPLE PANELS (SEE ELEVATIONS). NOTES- I PRODUCT IS DESIGNED AS PER 2010 FLOPIRM WONG CODE. 2). QUALIFIES UNITS WITH AND WITHOUT SIDELITES 3). MAIL PUKE SIZE 145 1/2'V. X 96 3/4•h. OM 2) GLASS MEETS REQUIREMENTS OF ASTM-E1300 AS PER CHAPTER 24 OF 4). EST M IV FALSE COLONIAL MUNTIN APPLIED W/SILICONE. THE FEC 2010 CODE. 3) WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER 6). QUALIFIER SINGLE OR DOUBLE HUTTON RAILS LOAD TO THE STRUCTURE k To BE REVIEWED RY BUILDING O flC 8). MAX. DAYLITE OPENING WIDTH = 25^ 4). ANCHORS SMALL BE AS LISTED, AND SPACED AS NOTED ABOVE AND ON T). NAIL DAYLITE OPENING HEIGHT = 63 1/8' DRAWING DEWLS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE 0). SEE ELEVATION AT SHEET Iofl MR MAX. ANCHOR SPACING BEYOND WALL DRESSING OR STUCCO. 9). ALL DIMENSIONS SPECIFIED ARE IN INCHES 5). SEE NOTES ® SHEET 4 OF 6 FOR INIALUTION FASIENERS TYPE. 10). NO HURRICANE SHUTTERS ARE REQUIRED 6). ANCHOPoNG OR LOADING CONCERNS NOT SHOWN N THESE DETAILS ARE NOT PART OF THIS APPROVAL PRou1uTRBNIHVm LIMITATIONS: plybeg4vlmlbenMNa 1). W. OP - ±86 PSF W/ (4) Surface Bolts k Code Types A B. C h 0. 9uIWiDBDodo 2 - q S ' 1 A-Ildit allo :J p (SEE LOCATION DETAILS s) SHEET 3 OF 6) 2). MUL OP - t76 PSF W/ 2-Pdnl Lack (acUve)+ (2) SUN.,. Halt. at lrwc6Ve /pl Dd° // 0/ 3). MAN. UP = 226 PST W/ Flat Sill h must be used where sale( ofillection is J. SO S PRO�SSS C� I'6522DEER M D��b ml I.,ired a1 oPenlnq is Protected by oserhong ratio greolcr then one. 4). MAR. OF a 386 PST W/ Mu10-POint lock (1-active)+(1-Passive) a1 Inactive l'. ; L `- L y .• ,. -5TVj! r•i _� l 1f..'\� -••# 9 1 Y i •�^ t • : .a .'t�j `YSV` P..ma Lt• O':;:.OKr�atvvt Ree6ed b epmplY M/ FBC2001 -11/01 n5 Revised Me comply M/ PBC200) As added Im misted Gives e1/22/10 Behind NVIL-Pe1nL Took 01/20/11 Revised b comp') M/ 2010 RISC LA �� s u / `/ 001 NW' Seth St. IL/ 1 1(F MEDLEY, FLORIDA 33166 n s R (MS) 696-8660 MANUFACTURER OF OWVFALUMINUM NN00YS AND CUSS D00RS [x<nAn� Am cN. . nk J.wyr r.o- Ikw aeno N0A=161L IMPACT IIILXCN DOOR 1 Or RrWre BN Na.an E.K. IOW w�e+a DI/z)/11 "La Porte" Impact" French Out —Swing Door p� � NelAon 8reto pl/10/IY nw, n I . Adn.n. v.sNn ""I a .. .m FO-200S k IN "IF.. Wt VtlN q[ $wm8 %p%Ip� AlN5He1E 1-5�bvuu�/ J M 6 2Y I A/ I 1 1A9 I m p p g 01 ml Ac,t e i%. L II_ / II B _ I r SS � A$ � K. ZA £b' ei ggLL[[ n a a A LOM NH ® I= "OXO" ELEVATION 145 I t Ne. w1 vWm pSAG �AUDESOR �9ar 9tlelite J W o Sp ing f 33 IL16-w (35 3116' nnn. pA Nn..20 Ivmt L. - , L nS A R c I V l DO II I II sll CLIVC D� I and " 0 u°$ g_' Active W II SEE I3IERHAIE e%l--/ •'OXXO" ELEVATION SHEET 1 OF 6 FOR SPACING AND LOCATIONS. FOR WSTALIAHON I� ). ,a.... .1 .. mqq3 [�\ L ' (1 `acs "rv}I�� tiiNr ., A u""vlLiil'r `OX" ELEVATION Ap16 X- ELEVATION A"0" ELEVATION APPROVED CONFIGURATIONS NOTES, 1. Att. ELVATIONFRO.TME EMAERIOR RAPtIR REPRESENTATION ]. FALSE COLONIAL MUNTINS ARE APPLIED W/ SILICONE AND AREAVAILABLEAS OPTIONAL. 3. OR DOUBIEE DUTAI)OMLE FIFTH SINGLE BOTTOM RAIL S. d. OUT-SWWG DOOR WITHOUT WSECT SCREEN. AL@ 55225 7k IF Or YAPorle• IMPACT FRENCH DOMING DOOR - DESION LOAD CHART PANEL Nil HEART ACNe1 511. (Imams) KIDM ' NIGHT • NWBPR • aP ANEHOSS /LAMB oP DUS4 TTPe •A• h •1. •/-W9P) PANEL TIUr1I eOYAI'Slze (RINGS) DPI PSP ) or.ee yype •D• +/-IPSP) Dues xP2 •c•TYPE •/-(PSP)•/-(PSF) Cub -D- KIM • 101/1' 16 1/4• 22 1/A• 1 1H• 3G 1/4• 34 I/A• T>• •<51 5 •B6D 113/16• T]6A •m .7" 5 •06A 17 3/16• •)6G N6A 3764 5 •86A 23 W16• •760 •764 •760 5 •864 29 3/1V •76A •764 0]60 5 L.A. 31 3/16• eI6L t]60 :T60 5 •864 35 3/16• •76A •]6A _T6➢ 101/a 16 W.• 22 1/e• 28 IH• >D 1A• 3A 1/<' 93• '(61 6 'BSA 113/16• N6G +I" t763 6 •86A 1) 3/I6• N6A +I6D N60 6 •B6D 23 3/IY •)6D •)6A •>6A 6 •B6A 29 LI6• •)6D •I6A •]6A 6 •86A 31 3/16• •>6A 3)60 •]6A 6 •860 35 A/16• Q6A •)6D •]60 puROWLTRaNeWI'D mmplydO WNbIBeFlMtl. BuiMins(3pd. I3-� S•I I Accrylouu No CyirurvJDv➢ �2o1B 1.1ieM oedt AomL1CM001 AcAAAA E AGIM WSI YELT AVPI . RLWWADAM PFA • 0 PM.Enpios iMNGIEs 1 OE MYl®0.5.V IRWE J/Y6 9Y . COOL Rc,l.lon Nola.: Ietl.ed to comply w/ TBC20A1-11/01/09 7� TJ /p a/// ® ® / \/ ]]] WAS A 6501 NW 90111 St. koi.ed W comply w/ FBM07 At added Y Y iS� 1 tl MEDLEY. FLORIDA 33166 ... I.Wd Cls. 01/22/10 n s i C. (JOS) 696-8660 .Aland Mull-Polot Lock 01/27/11 "NU/ACTURIN OP QUALM AWYINUY WHADIS AND CLASS DOORS :AlAted AS comply w/ 2010 FAB em. Maw" saw ana•v P�w..N•L•o N.a. n MOA UPRDieL MKI fRMN GOOR 1 ➢P '"""PA` xe1.➢n eL.L. `olm/11 e1La Porte" Impact" French OvL—Swing Door T FOR SPACING) — 2 x (PJT WOOD BACK �1H' KARL SHIN TIP. 1 vz MULLION B�dPane�It Width 14 11 1 }• MIN EMBED O O TIP B •6 PCtIVP IXIIJtlpR 90B IH HUMOR sit. ' Ir0<tive Pttive Inactive O 18 1B r ELT®11oR Sore r q}LpwR 91ps E3 LOCK STILES WITH FLUSH BOLT LUCK STILES WITH TWO -POINT LOCK ... Be FLUSH BOLT INTERIOR SIDE Ix:4Yxaca:T691]5. :LOV FOR SPACING) Active 5/I6' 2' INTERIOR SIDE aEE lan LOCK STILE _ _ (3) (1 Inactive Md.Ute J \E)EK MOR SIDS v O C2 oxx0 UNIT WIDTH TWO -POINT MULTI -POINT WJL OP ..71 PSF .. OF . am PY OPTIONAL. LOCK FIETAIIs JAMB ANCHOR NOTES: .. p 1 / //:/Hi ACL[ve OPTIONAL. ROIT 1. SEE ELEVARON AT SHEET I OF 6 FOR ' ANCHOR O.C. MAY. SPACING AND LOCOOMIS. 2, SEE SHEET 4 OF 6 FOR INSTALLATION FASTENERS TYPES. ;.. Ictive W TOP RAIL Aaejl"Mena Np 6/ry4p\IlopHm By-SIN='i^�-�siJ` Mimi OmNPloeugComrll 5 V .. .. Act}VC InaCLISO FXRMOR GYL IHTERIOR.51pL /�> IB R 63 i� p IB 5 3 p 45 2 �1 B3 12 1/IfelBlsitl (•) OPTIONAL SILL T •':',�t'�i; U, EMBED ' 5/16' TAPMw W/ 1 lIF IS[[26-TIMP BELOW FDR SPACING) OPTIONAL BOLT W BOTTOM RAIL SEE DETAIL E3 FOR XOUH7tW LOCATION > FLASH BOLT & 1.1 PUT RILL NOTR• 23 TWO -POINT LACK LIMITATIONS; 1). MA%. OF t66 PSF W/ (4) Surbc. Boils & Gltaa Type. A S. & C. 2). MAX. DP *76 PST W/ P-Pant Lack (ac6ve)4(2) SPIME Bolls 0 IMCW0 _ DOORS L SIDEUTES WITH THIS SILL TO BE 95 1/A' HAS. FRAH'E WITH - THIS TYPE OF SILL IS LIMITED TO i/- 76.0 PST DESIGN TWO AND Mai BE USED WHERE VAIER INFILTRATION IS NOT REWIRED OR THE E%IIRIOR GTOU G IS PROTECTED WITH AN EXTENDED CCILING OR RmP GVCRHANG 6REAIER TWIN G9 COITAL TO THE HEIGHT OF THE WALL WHERE THE EOM IS LOCATED. A Nale.: awl NW Both St. LA WS ®� b comply / FBC2004 -u 01 05 b Y/ TBROOR &added MEDLEY. 33166 Iamply d Olean OI/22/k 6FLORIDA-8660 NIJ u03TF2 E3 c. (305) FISH-B660 Mull-Polel bek Ot romp19 Y/ 2010 ITIC, FOC YINY/ACR/FLR QN.I 01 WYWY/NOY IlNp01S AND FISHERCP A5MOMb p... a PoH n..0 na FVAC" V HDA, %wROvu IMPACT F.wyYm.e n� a..W nowx papR s of e " x.lxan eY.=a "•oI/a`rii "LaPorte" Impact" French Out —Swing Door Nelson Gexo A.0IR 5/16- TP OA V/ -- - "6- TMCBN V/ 1 W. xlx ExaEB. SEC SELOV FOR SPACING INTERIOR SIDE 1 1/2- xIN OWED. SEE BELDV FOR SPACING 3 INTERIOR SIDE ] INTERIOR SIDE J 3 •�T,'J • ^f" / J LOCK STILE LOCK STILE JAMB 19 20 21 LOCK STILE JAMB •�. JAMB 19 20 21 19 2B tt I I 46 29 St n z9 O 96 r1E, 6T.; :. .. 39 Active JD. )•Y';� Inoctl. •; Y,"•�: Active 2J Rcliv Nil I 17 1.2 ]6 U 12 13 O 11 O SHIN O 1/4• O1 O _ _j G2 H2 M0.0 ;fix_ —1 }• EXTEROR SIDE UNIT WIDTH MIN EMBED WIT WIDTH EXTERIOR SIDE (TYP.1 EXTERIOR SIDE 50 51 'MINOR SIDE J 5/16• TAPCDN V/ 5/I6- TAPCDN V/ 2• mx LOCK STILE •• 1 1h' MIN EMBED. S 1 I/Y MIN IDIOM 3 4 56 5� XE Its } —1:T? ;. ,.•,.� .;.•$$CC NDCCS FOR SPPLIMil SCC NBTCS FOR SPACING 19 20 21MULLION MtER10fl SIDE 1 `.' Active (' • { Y F ODULT2.ReNewuD P.TA 1 }• {• • •• j • n •'fn •Y ii y ''`S) t V W B 6UCK 29 JI F 96 J8 12 6 OYId9mme••wlLe Plaids MIN ENBE vm0 IRJ K j' • `1.L, TTP '1✓r - APuptwm No P. zoi8 A<t;Ve EWe1ie 1 �R%. t � �. .. 11 LOCK SDLE HEAD 4f SHIN ITT. HEAD 1/4• Hq%. SHIN iYP. IDsb PodxLCal E%TER10R SIDE 12 99 O13 1 zz O 13 22 9 Io . 12 .. G3 H3 A 6 12 AL g 14 INSTALLATION FASTENERS NOTE: 36 Wept. 'IX RUCK' MINIMUM SECURED FASTENER LENGTH 5 RttaennePt 3 r . g 5 L 6 SAeos P eoen altle of donna, O HEAD: 5/I6' X 3 1/2' Long TAPCON(•) 1) IS - 12 total pee 4CNNe) EXTERIOR SIDE SILL 5/16- a 2 Ile Long TAPCON(•) INTERIOR 5W6 JAMB: 5/I6' X 2 3/4' Long TMCDN(•) INTERIOR SIDE MULLIONS: 5 16' % 2 1 a Ica TAFCON 2s L 50 51 / ( ) Z 52 $3 (•1 TAPLON RY 'FILO' OR 'BUI IAFN' LRN PTC GLASS V i t 9 10 3 ]4 9 10 LOCK STILC '9% DUCN' MMIM IM REOURED FASTENER LENGTH i FJITERIOR SIDS 56 57 SFAD: 55/1166' XX 2]; L.,TAPCON N(•) 2,Z I 4 QZ P 4 4J RL<ivP ) ) Inactive UMLUONS/5/16x X 2 1/4'Wnq LongMTMOON(•) n` INTERIOR SIDE —( (•1 TAPCON BY 'PILO' OR '9u1nEIC NOTES: AM FASTENERS V/ 1 1/ ' MIN. EMBEDMEW —1` IT AND i/4' MAY. RNIM RPAC6 6%'fER10R SIDE O 12 18 5 E2 • AD. TAPCON LENGTHS 'L' SPECIFIED ARE MINIMUMS 2 2 PROPESSIAJiAL•BNCINPLR E%iER10R 5108 (38E ELEVATION AT SHEET 1 of S POR I2 13 12 R1 3e 6"O gg ,g y�� ANCHOR NAB. SPACING AND LOCATIONS ) ro �EF;s''. o , avlad t Moto.: L� YN ®1 N E 5•'y ReA1[ed b comply V/ PBf300A-11/01/05 8501 NW 901M1 SI. Revlxed to comply V/ FBC2007 R lidded MEDLEY. FLORIDA M166 i. $N Sil �; O; �Tp 55225 '%1 InrvI.Ud Glen 01/22/10 ciwS S. INC. (305) 696-8560 . HP10ht t'"�+'�•�,� Asplend Yull-Pnlnl IntX OI 2T 11 MANUnLTflFSR OF GUALIFX ALUMINUM NINVOI S AND CUSS PODAS ReWood to ..Ply e/ 2010 PBC zw. mI cm. h.A anvro a..UMM.a[ n.e, a .0 .�,: ••. ••' `.A^• { 3E O( .�� xa APvedva IKPACI nrHcx Done Aor4 a6 1 }• MIN EMBED 1 }' HfTTp HBEO 2 xa rrU2 �.` RiOi°°1` Nelson enzo O'1%2i%11 "La Porte" Impact" French Out —Swingy Door 5/16' TPPCON V/ ' f - 1 e •, n v\ • \v P•en elc 11/Y "IN EMSE0.Pn\)E!•F'.-ftcw Not..Erezn P01 20/12 ' •g^A (SCE INSTALLATION NDIES FOR SPACING) DATF. � �' ���+ n� n.L.. Aqn•..• xm[m I^"M"P M•"a^ rD-2003 Anfm' pv[ � ..... [.1.1NLND.1lopeoa` _ V .m .1••xRi/Pxlt. p\j_. K.o \ nma. srmx n. - ne. L.• nvlpt. SOL WI FRAME ASSEMBLY DETAIL SIDELITE/JAMB �. IN. ¢[ SILL SEALANT DETAIL mm.. To IS of 1. lwu. m Su .✓ I ,t.e m. KMe— veI. mm HINGE ATTACHMENT DETAILS .mcu �/ mIX.N. wN[Lwid®tau It. nnw .[Iw.ut PANEL ASSEMBLY DETAIL SM[R INIOS'IIEB[I�L IS WPc �LRIC LNG SCRCvS iNiD MESiu SmRUC WmILELWG uaEvs (sEE MmE1 Em SIIST. S. 11EE rTES FOR S Tam __ __ V�xlx CC4E Olii. �I 5510� jg MIH 1 INN EODC WSL II 1Ey - 2 NM HINT L.I.. NRE gnLIRN SIEEL 1.,E So c0.WX REEE9 iN APPROVER (SIEEL IN DON[K1 V/ M. .Doo-RIDE NM 10 eC K.i[R . omenm —� I 1/P MAX 911N 1YP. IH' Me. SNq TV.. 5/16• CLCD TAPC[IN V/ 5/16• Wall V/ 1 )/I' NW EDLE plii. J 1 1/2' NIN ENOR �l V¢' NIN EKBEB. INTO CDLL _ I LISP (SEE NOTES EDR SPACIA 4EE NOTE! FOR SPACING) 1 (CML TO K 3 KSI NW) 2 x W.l.) VOOO BUCK SEE OEM NOTE 13) h y •`Y ;. 1/4�' IW, 91IN TV. 1/x' 2 S... TYP. FRAME INSTALLATION OPTIONAL DETAILS INTERIOR SIDE QOlneing Adopter.--( kSm+lnzing Depth b• Durn1 oye.. by Dupont Selulla -' s—d; DETAIL usE mmE N/ cmKswx01 GLAIML 11PE \ pEi@IPiI !] ] N Deed 9 10 EXTERIOR SIDE GLAZING DETAIL #1 INTERIOR SIDE,ter191n 811'Ino 5/16- M.I..leg Glas.� aLed AUa Byy... ll / — 1/8' TLmp. Glen CL[Ing Bead C EXTERIOR GLAZING DETAIL 82 "Lee' n j ¢ Y J. SOTTS HINGE ASSEMBLY DETAIL W11 Wry NEE AFD-SU-2 T r� R.A.W. NOlar. Rmem W cempU v/ PON00e-11/01/DD W Rmind to eomplY N/ PRC2007 M added f{{ Immlated 01... Ol/22/10 A.Mand Mull -Point Took 01/2E/11 W �ECECEC---- R.elnd 10 comply a/ 2010 DID p.. ITS TSG : w: Iron GLAZING TYPE & DESCRIPTIONS .1880 A Laminated Close bp Du oat - Cl..a Type -A- R[Y D6e&ETIDN DRAIL Tg2 ]II6• AnYeletl 4 J D90' HPenl SGP NteMeyer _ 3,IV Mieet,. 1 2 ] .340.0 A ImM.. ed Ole.. by Dupont - Cleve Type 'B' RCY DpCPIttIDX OBLATE gS ve• Amem.a I.� r� .090' prPpnt PVB IntMa m (� 1/B' .meclea 1 2 ] .300 0 A Leminated GI... by SOlulla - CI... e C RSN ➢RCPIPt10N pgaAX. 94 1/B' woe-SSr.ptMrrta Des 1 2 0% Lfles R•! HL� ] J1I 1/D• Ibot-Strmpin.^atl Lloss 1 a,eT elm GLAZING TYPE & DESCRIPTIONS .010 0 A Laminated Ole.. by Svlull. - Cleve Woo D RBN DECCR EON DBML E 1/A' wa-S<renBtlwrsa Dm.s t (D 'v[r � as DNr ,y-Il' 2 J as[• an.x w. IrdeMYer . Ve' Wae . lhl' DOSO.ATED MR VoC ! 11W TVO,AWD us .0e0 O A Laminated Cl.. be S.IDTH. - GI... T v E RI DLlCAIRION DEMIL 1 1/!• wet-s<renpdeMa G1.za O I' o--il- Ga e ] .(9Y Demt Shr m..l r 1/8' Meet-GtrenBiw^.a 6.aa V.• INRrtP1ED AM SP.CE ! IM' IENPEREO DLASS MODUMPTINEY'ED mmplYi^BMNIh naMa BwWivg W' do AODappue ND 3-O Z . } D Z�/8 NBNoi produet 1 \/ 8501 NW 901b St. V MEDLEY. FLORIN 331N Rom: (305) 696-86M P.. ee, 0Y. Gra.4 N.I.ea E..o1/2y/ll "La Porte" Impact" French Out -Swing Door e1 Net...&.So I..oz —z G tlil C M 0)Tr nn0. STEEL HT vd• na STCCL x0.! /3� /( �! ® I 3I• n76 -II- AJS 1062 7C.0)8, ,986 .460 —i 34 T - .D96 4500 =� ©WISE 6E© I. L 1.}50 I.J50 A65 I LE / 17 1259 -I 900 .0 44 ,12} �J q p pp a FLUSH BOLT AND CEASING ADAPTER L 910 Y - ZU QUARTER ROUND O (11/1E' BEAD PANEL HINGE STILE FRAME HEAD O] R g O-POINT TACK 49 WO-POINT GUIDE /PD-634 O L-907 / 1412 YL'-901 1129 .)30 � 0�6 4.I9J0 I '� —2.0TIII N —. ( r_ BOB 98 0- I S A64 A64 D E 124 IL 11 HINGE LEAF gL-906 QUARTER ROUND 10 (3/8-) Eno 1.ISO .0)5 -' Ir YL-912 I 4.500 �I 070 S.DS R g & E INACTIVE -PANEL PLUSH BDLT ANGLE GUIDE A60 T— b56 7 PANEL LOCK STILEI O /L-905 yO FRAME 3 1/2• LONG .935 I 1.75 —I I � 1 1— us0 —1 I I 1.012 —( I .166 463 - I I$ a Y MIT POINT LDcx acm[ - MW.II-PDINi La[0 vnsSlvE gPD-825-1 Ob I I—� ADS -t-1 O QUARTER ROUND EBAD .125 ' 21—= ^) IMDE •• L25D I J #L-91 /L-911 I AI2 - I .065 {— 1.625 —IL 0.198 ' @ �o 7d 42 HALF ROUND OFALSE MUNTIN Afiz T .O 4.p00 AJ2 500 4500 RxMON ' ° ° 1 1/2- /L-910 RAIL ADAPTER $ "YL-90B 'I A44 + JAMB ADAPTER . _ 1I -III/E' A92 :100.. -°04 Flo[IbN VI° cW Nl en- a PMI n aD4a 10° J�- 50 51 52 53 BIDELITE PANEL. ALUMINUM PLATE 35 1 -I .136 IA12 1. Fp aIC,e rom OaMN°.JZOws PHYSICAL AnAIN'0. 2• LONE YHC-D02 Dnmtlernvtl:°a^A•,lox 75 BY140 Tedosape,Pil (610 Di12 PANEL TOP k 5 � � a0)8 OD98J ...6 A[ilvE NAx01E i IR1MEi pASi1FE upxDTs B i TRIMT UlEmde l:TmRdkq% DDRO DNB M_.. @1R0'ADmytim,P51 ]4i0 DNi BOTTOM RAIL YL-9D6 O FRAMfi JAMB yL-903 44 FRAME HEAD SHEAR PLATE O 5 1 DNtlm -ILD o-116 BIr916 'x. FPVCNTIIC CompowdNw }xei-}6 9 DHYSICAL. ASFAI adrca"A",IOaee ]3 D]2i0� H �3 1.AL DIMENSIDNS SPECIFIED ARE IN INCHES J00 �2b08 5 C Bpciacuktop, 1.45 n'!92 2. SEE ELEVATION AT SHEET 1 OF 8 POR .218 _O p v Temik56ag6,PM 1610 DNS uc0x Ebavaloc% J]3.0 Dd12 ANCHDR O.C. MAX. SPACING AND LOCATIONS T�4AOD� 45 FRAME we SILL XM E _ MALda@IWAamgdaa PM ]65D "S laaAa Mo. ,a n]J6 PRODULTRQNWL'U wmgyBBMlbtbBFlaMa g _ Bulldiall"S p 1 20^ 1 gL-BIB R R PROP IONALI6 INB6R AS<ryline<NoI 1 • ZD/8 (AT NOTE REFER TO DETAIL 'at' AT SNCET a 3 OF 6 FOR ADDITIONAL NOTES AND LIMITATIONS. BOiiOM ©GUISE BOTO ONM ® � 511 A. pL+,CIO- Q ♦ y.•�C Ra•IYen Nol°i:Mlw R I¢d to comply a/ PRESORT -11/de D6 /]�\/T MED1 NW LOIN ��� ®1 a a5 1 •$ 'l R bed b comply •/ PBC20W R added 0 MEDLEY. FLORIDAA 33166 �• �b " STEEL BOLT STEEL BOLT - ) _Y h - 1 aaliled Olaei 01/22/ID .1fAland Mull -Point LOtk 01/E7/11 STRI S. INC. (3°5) 696-8660 YAMUIICNF6F dF QNACIIY AWYfMIIY )/NDO15 AND a.. OOaM 3 WR65 ST[[t 60.i 5 1^ sna• Da isa T.,. ,T.Q N (•) La' °0. 653 e./- a64 p (a / 'tip _ T F �tt G Ra•1••d m Comply •/ xB10 e9c Optional Multi P -Point Locks ,�,• i..,,, „a f.,,, e,Aae ae.Nrne... NM YIROV,µ To. fRD.CM MR fYva a~•L i .14 0P71 A 48 771D= °I r LocK (a/ 860 par DP) INACTIVE -PANEL 18 OFWSH i' `' i o •; ..•.,, ma"+a, "°'•°° efeiO °io"L%x>ju "La Porte' Impact" French Out -Swing Door Ac<.: Laa. POsv.= Lack tiOCE+' IC ASHCANS BV5110•SIACiS ABMLAND Sv5110-ETPAR4 BOLT /HC 001 .{ _ - Nalaoa E... OL/220/12 ' WNOLE L TRINSET ASNLABB iV5201A-A XANpLE i iRINSET ASMLANO OV52CIA-P n.L.. b. ... pe,pO Au p. A-, FO-2003 y f'µ/S yg.0. ( Op `ai L � M/((;� 3J �]} qq� p DATE �a L(.aCV�J\ W M I®DARE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mismidnde.ggv/economy DAB Door Company, Inc. 12195 NW 98" Avenue Hialeah Gardens, FL 33018 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In -Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: hurricane Mater Model 824/811 Steel Sectional Garage Door up to 16'-2" w/ Window Lite Option (DP +48.0, -52.0 PSF) APPROVAL DOCUMENT: Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 02/2311998, with last revision L dated 03/05/2015, sheets 1 through 6 of 6, prepared by AI- Farooq Corporation, signed and sealed by Javad Abroad, 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 Section. MISSILE IMPACT RATING: Large and Small•Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model/series number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. 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 NOA # 14-0814.08 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 Carlos M. Utrera, P.E. NOA No. 15-0302.01 Expiration Date: July 21, 2020 Approval Date: April23, 2015 / 041j6�� Page 1 AW03379 ARM11105 dAPPROVED ® REVISE&RESUBMIT Q APPROVED AS CORRECTED REJECTED This reviaw is only for general confonronce t:ith the design concept of the prcccf and general compliance sviih the Information green in the contract de;umenes.ComeCkrsercammen'; mad=on u•a shop drdwin sduring frier:^=e;doao'terra.eCt2ce:a4ctorfm.mcemplianc with the raqui;s- c as r tha;kas and spec a !icns. Approval of a specthc itom cheli not inrg,de ap,,ML! clan assamb!y of which the I' ern is a component. Con- Gas'.c; is:espcn ,i: for: Onisasions Is be confirmed and correlated at the co b s l-; ln'c instion !hat cos tarns solely to the fabricaton precems or to the means, methods, techniques, eoqusnces and procedures of construe- fion: coordivaton cf the wc't of all other trades: and for performing all work In a safe andsatisfactorymanner. ,(//\���/�/ G7E �C W BY: `J MIAMi•IDADE MIAMI-DADE COUNTY � PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175.2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy DAB Door Company, Inc. 12195 NW 981 Avenue Hialeah Gardens, FL 33018 SCOPE: This NOA is being issued under the applicable roles and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County).reserve the right to have this product or material tested for quality assurance purposes, If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Hurricane Mater Model 824/811 Steel Sectional Garage Door up to 16'-2" w/ Window Lite Option (DP +48.0,-52.0 PSF) APPROVAL DOCUMENT: Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 02/23/1998, with last revision L dated 03/05/2015, sheets I through 6 of 6, prepared by Al- Farocq Corporation, signed and sealed by Javad Ahmad, 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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, inodel/series number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading 'Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. 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 NOA # 14-0814.08 and consists of this page I and evidence pages E-1 and E-2. as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. Expiration 401, �1447/ Approval DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 02123/1998, with last revision L dated 03/05/2015, sheets 1 through 6 of 6, prepared by At- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Sabmilled under NOA # 11-0414.13" 1. Test Report on Uniform Static Air Pressure Test, Loading and Forced Entry Test per FBC, TAS 202-94, of "DAB 824 Sectional Residential Garage Door" prepared by Hurricane Engineering & Testing Inc., Report No. HETI-07-4267, dated 06/29/2007, signed and sealed by Candido F. Font, P.E. 2. Test Report on Large Missile Impact Test per FBC, TAS 201-94 and Cyclic Wind Pressure Test per FBC, TAS 203-94, of "DAB 824 Sectional Residential Garage Door", prepared by Hurricane Engineering & Testing Inc., Report No. HETI-11-3206, dated 02110/2011, signed and sealed by Candido F. Font, P.E. 3. Test Report on Tensile Test per ASTM E8-08 of"Sectional Residential Door (skin)", prepared by Hurricane Engineering & Testing Inc, Report No. HETI-11-T101, dated 01/29/2011, signed and sealed by Candido F. Font, P.E. "Srrbmilled corder NOA # OS-0217.02" 4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test, of "Sectional Residential Door with Windows" prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI 03-1328, dated 07/15/2003, signed and seated by Rafael E. Droz-Seda, PE. 5. Test Report on Uniform Static Air Pressure Test, of "Sectional Residential Door" prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI 03-1329, dated 07/15/2003 signed and sealed by Rafael E. Droz-Seda, P.E. 6. Test Report on Tensile Test per ASTM E-8 of "Sectional Residential Door (skin)" prepared by Hurricane Engineering & Testing Inc, Test Report No. HETI 03-T078, dated 10/31/2003, signed and sealed by Rafael E. Droz-Seda, P.E. "Submitted cruder NOA # 03-0210.04" 7. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel panels, prepared by Celotes Corporation, Test Report No. 255592, dated 08/17/1998, signed by W. A. Jackson, P.E. C. CALCULATIONS "Subndlted under NOA # 14-0814.08" 1. Anchor verification calculations prepared by Al-Farooq Corporation, dated 09/22/2014 and 07/24/2014, signed and sealed by Javad Ahmad, P.E. Carlos M. Utrera, Product Control Exan NOA No. 15rQ31 Expiration Date: Approval Date: Ap E-1 �e� DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (Cont.) "Submitted underNOA # 09-0128.01" 1. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0 2007, dated 04/0512011, signed and sealed by Javad Ahmad, P.E. "Submitted under NOA # 09-0128.01 " 2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0 2007, dated 12/18/2008, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0717.01, issued to SABIC Innovative Plastics, for their Lexan Sheet Products,'approved on 11/28/2013 and expiring on 07/1712018. 2. Notice of Acceptance No.14-0311.08, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 08/14/2014 and expiring on 11/29/2017. 3. Notice of Acceptance No.11-0926.07, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 11110/2011 and expiring on 01/11/2017. 4. Notice of Acceptance No.11-0926.06, issued to Dyplast Products, LLC, for their Dyplast ISO-Cl Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on 01/11/2017. 5. Notice of Acceptance No. 10-1129.04, issued to Cellofoam North America Inc, for their Expanded Polystyrene Block Insulation, approved on 02124/2011 and expiring on 02/24/2016. "Submitted tinder NOA # 05-0228.02" 6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per ASTM G155 of "PVC Extrusion Material', prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 04-A002, dated 09/2712004, signed and sealed by Rafael E. Droz-Seda, P.E. 7. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material', prepared by Hurricane Engineering & Testing Inc., ReportNo. HETI 04-T251, dated 11/29/2004 signed and sealed by I. Ghia, P.E. 8. Test Report on Self -Ignition Temperature Test, Rate of Bum Test and Smoke Density Test of "REHAU non -foam PVC extrusion material', prepared by ETC Laboratories, Report No. 04-761-15019.0, dated 05/06/2004, signed and sealed by J. L. Doldan, P.E. F. STATEMENTS "Sitbniitted underNOA # 14-0814.08" 1. Statement letter of code conformance to the 51 edition (2014) FBC and no financial interest issued by Al-Farooq Corporation, dated 05/13/2014, signed and sealed by Javad Ahmad, P.E. Carlos M. Product Conti Expiration E -2 ON SLEEVE (STD.) 7-1/2' X 3' X .071' GALV. STEEL END ROLLER HINGE W/ (6) J14 X 5/8' SMS WNHOUT OEUTON SLEEVE (SID.) WITH OELRON SLEEVE (OPT MJ owl TOP FIXTURE 5-1/2' X 2-3/4' X 0.1' NUT STEEL PLATE WRH ONE 5/I6-18 MS W/ BUT TO END STILE WRH ®14 X SETS MILLING SCREWS OPIIDNAL ODOR VIEWER TO BE INSTALLED AT ANY CENTER STIL �SFASTENED SEE SHEET 4 4 FOR TOP BRACKET OPTIONS CENTER HING �I• W X .15 RIK. LATCIL'`• I MANMRD LOCK r SPRING WADED SLIDE BOLT (BOTH FASTENED W/ (4) 114 X 1/2- S.M.S. ` B ------ 5/8' MIN, LOCK ENGAGEMENT CONFORMS TO SECTION 100 REGARDING GARAGE ODORS T' )' 1EJEL XPU0.IE sT' U 0 MOH RI INGj14 X 3/4' MIT OPoWNG SCREWS BRACKET STD. UFT DOOR CUN]I515 OF DRA. I Of F BANS AT CAN COW 2 GECNONS 18' 2 SECNONS 21' 1 SECTION IV 3 SECTORS 21' 4 SECTONS 21' [—a'-S' S SECTIONS IB'4 SECTIONS 18• I SECDON :21] SECTORS IV 2 SEWdS 21' 2 SECTONS ] SECRONS 21• 4 1 SECTION IB' V l 5[CIIONS 11' 5 SECTIONS 21• - 6 SECTORS 18• - 5 SECTIg1S 16' 1 SEMO 31' 9-6 4 MINN5 Ifi' 2 $CCIION$ 31' W-9• 3 SECTIONS IB' 3 SECRONS 21' 16 2 SECTIONS 1B' 4 SECDONS 21' IW-W 1 SECTOR IV 5 SECNWS 31' IV-V 6 SECMN$ 2V - S W-9' 6 SECTONS Ir 1 SECTION 21- It' 5 SECTIONS le' 2 SEWONS 21• u•-3' u•-C• W-9• 4 SECTIONS IV ] SECTIONS IV 2 SVCII 18. 3 SECTORS 21' 4 SECIwxS 2V 5 SM' NG 21' I3 1 SCCIIONS IB' 6 SECTIONS 2P 12'-T ] SECTIONS 21' - I3' 8 C SECTONSi IB 2 SECTIONS IF Xt-V 5 OUMNS.IW a SECII01S 21' 11' 4 SECTIONS IB' n 4 SECTTVS 21' q3-a� y5EC1 IB' S SECTION$ 21' US-6i 5E000NS 18- 6 SECTORS 21' 6 1]'-9' 1 5 ON 15' 2 SECTORS 21' /Nr 6 COONS 21- - 14'-r 8'¢CTONS 18. 3 SECTIONS 31' l4'e6' S ONS IB' 4 SECTIONS � f=8' 4 SfCT I8:5 6[CROxS 21' W S 3 5 OCONS B 6 SCCRCNS 21' IS 2 ECR0115 ' £S T' V 15'-6' I' EGTCN 11 BONS B 1I0N5 31' I]'-P 2 Ifi' ECl0N5 IBT; ¢Cl 5 RI' /BRACKET LOW HEADROOM DOOR OPTION 7-7/8- X 3-1/0- X ,DID - STEEL PLATE WITH (4) J14 X 3/4- SOS CENTER SEE SCH. 'A' r' . 1��I�III�II�� I OV 01 fi 1,a 1 OPTIONAL VENTS WOOD GUN DESIGN -� 5' OPTIOOM RUSH PACE mill ' (3) WIDE AT 7-O.C. MAX. L — A IN S0. W. OPNC. AREA NOT TO EXCEED 1MAN. DOOR WIDTH STILE (/\I LOCK LOCK BAN I INS LMD ON END SIRE WITH (4) 114 X 5/6' SMS Q .18T X .bW LOCK BAR N IN TRACK OEACH ON EACH SIOE OF DOOR CENTER STILES OUTSIDE KEYED LOCK OPTIONAL Q 01MIQ LOCK BAR SHOWN ALTERNATE TO TO SPRING LOADED SLIDE BOLT I 8'-0' TO 9'-10' 'LOCKS SHOWN ABOVE ODOR WNTIIS Z Q p.0 p 0 0n Oe g x�a¢ .g fi o LL z_ m JOH INSIDE ELEVATION DAD DOORS INC. RAISED PANEL EMBOSSED DOOR Hurricane Mr D Model 824/81 t MOX. Size 16'-2-2' % 16'-0' High C /14 X 3/P SELF DRILLING SCREWS MAY BE USED 'With Window lite Option IN LOU OF /14 X 5/B' sus DESIGN PRESSURE RATING = + 48.0 PSF THIS PRODUCT IS RATED FOR URGE MISSILE IMPACT - 52.0 PSF GENERAL NOTES 1. THIS PRODUCT HAS BEEN DESIGNED AND TEWED TO COMPLY WITH ME REQUIREMENTS OF ME RWRMA BUILDING CODE (FBC) FUR EgWN (2014) SCHEDULE 'A• INCLUDING HIGH 9ELOCRY HURRICANE ZONE (HNC). CENTER "= CONFCNNTION Me mm a OF CENTER SIRES 8'-0' TO 0'-10' 2 lO•-O-ro Ir-lo- 3 - 12•-V i0 1]•-10' ] 14•-0' t0 IV-10• 4 _ IS•-11 TO I6-3' S 2. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WAR DRESSING OR STUCCO. 3 ALL BOLTS. NUTS AND WASHERS SHALL BE ZINC PIATEO CARBON STEEL 4. ANCHORING OR LOADING CONDITIONS OMER THAN THOSE SHOWN IN MESS DETALS ARE NOT PAW OF THIS APPROVAL S A LOAD DURATION WCREAE IS USED IN DESIGN OF ANCHORS HIM WON ONLY �.® ® 3ZLIWC COCrA5-.30N. 445 E1fi06-UT- JAVAO .WIND ML �_11'-10� �14'-0' T0. 15'-10-0' T0. 15'-10• M PE I 592 DOOR WDTHS ODOR WIDTHS CAN. SHEET 2 15'-11' TO 16'-Y F OREfl TO U-BAR PLACEMENT DOOR VNDT115 DOOR WNMS aX y�� mElutL � � 8 U Ampem No S( 43.2p¢�,OI Q(�TTQj( dGOwing nCo. M' RM�e PmeeT C98—OC SLfl10N 1 t�.W. — l SFCT10N COOP XENM WGE a'b TO ]'-a' $CEiION 5 SCETUN 5 SCElgll . YEIIOH 1 uElmx ] scEmx ] YEigN R SCENOx R �. ScfliON I I - scE 1 scEPnx a scEmx s scEiwx . ]CEIION ] Yflnx z SCMON I 5 SECTION DOOR .FILM WXE l'-C 1. W-W S SECTION DOOR INCHI MN. S'-a T. W-Y (I) U-W 5 SECTON OOOP XEWM a.1 C 9'-Y (4) U-BAPS nSECTION DDDR fYM MNQ IU-a' (5) U-8N5 XMON a XRWI e . SR1WN 7 XErWl7 uEn01 aLH sma.N a -- XflnH 1 aRlIR11 YEmx z I sanw z II II scpbN 1 1 JI XEIDx 1 _ smnx m 8 acCTON DOOR xElCxf MNCE W-W m 13• Y 0) U-& 9 SECTON DDOR MEILM RAXGF I.-]' !O 15-a' I6j V-BN15 NflGlt RWGE 11=6- LO 11-0' (6) V-BIM � i S 59R a pl%N.T YFSIRN/FD o � � / DUldil�wlp Ri FbWa a .Z` �' Ampne NO 30L 1 � : c � drawing no. 80201 N"u��a.d 98-05 1ST SECTION (B0TT0M1 REINFORCING STEEL TRACK BRACKET FASTENED TO WOOD JAM6 MATH s/tfi' x 1-5/8' LAG SCREW ���jjj (FULLY THREME A / a HEX WASHER HEAD TYPE A/ SOUTHERN PINE 0.55 S.C.I 1.9• %L� RA % "' % .090" EECK BRACKETS 51181F,0 FOR SPACING 4• % OPEI &I EACH INTERMEDIATE SECTIONS REINFORCING OPTONAL STOP MOULDING BY DOOR INSTALLER 014 K s/e• 5M5 e PER HINGE 1/2- % t-3/4" % .056' FOP TOWED TO PANEL AND SECWi END STILE MOT (4) 3/16' P % 3/4• X 2• RGNFORCINO TRUSS 0 VERTI INTERMEDNTE 5TRf5 I/0' B.M.S. AND TO END STILE 3/4' SOY DI SOT. RED STEEL ED TO )P RIVETS 1-7/6• % 2-5/6• X .049" STEEL CENTER STILE, OWED AND RWETED TO PANEL W/ (4) 3/16" RIVETS pop F 4/ HINGE /0' S.M.S. % 2' % 2-1/2 X III STEEL STIU. CONNECT TD PANELS WITH 5 AND (5) OR (6) J/16• NVM flNEfS OVAL MOW _ �/ / 1/2- .050J INTERIOR SIDE 7-1/2' X .On•J ENO ROLLER HINGE STEEL TMCN CENTER HINGE LBY D0. X M' STEEL ROLL H A I/B' 1' (STANDARD) T/0• PUSHNW 1.02' DW % .SV MON ROLLERS 12 CA X 3— / 6' % IyjX_ OPTIONu) FASTEN TO TkMCKU�SPy ITES INSTALLED ON ROLLER SltAT 2T5" OIA % .50' STEEL ROLLERS a1155 11D. SL EO ¢ NUT SECTION B—B 2.%5" D0. %.50' NYLON ROLLE0.VSI 24 GA STEEL m z N G FIAPS BENT OVER PANEL �I 3F G O 1/2" PUNCHED HOLES 0 4' D.C. i LL V eN�l o Oa�<a, C 7gma QGALL i N = Z. ,1 N QwhSF 1 2 3/I6' POP RIVETS O AT 4. O.C. (6) FOR 21' STILES m p (5) FOR Ta" SlILES 6 G: ES END STILE Z L .024' STL PANEL I OUTSIDE OF DOOR 12 Is 0 Ozg SOLID BRASS DOOR VIEWER C p BY 'SCHLAGE SECURITY HARDWARE' INSTALLED IN 9/16• DIA HOLES IN CENTER STILE € i POSITIONED BRACKLT SPACING F^9n JAVM ONW➢ CML Pf111D114TRENBYlPD '' SS BOLT uPE 0592BI �tlC FIe116T e Y A4asptm No 5O/ 302,a1 � � 0 5 By Po drawing no. RIVETS 5/16' X 1-5/8' LAG SCREWS INTO WOOD OR 1 2-3/4- % 5-I/2' % ]' % .104' 5/16' SLEEVE ANCHORS CENTER SUP GALV. STEEL WITH 1-1/4ENDED IWO MASONRY iOP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET EXAE II _ _ FASTENED W/ (6) ff 14 X 5/B' S.M.S. .09U M. CALV. STEEL MMUSIABIP 2-1/2' % 4-1/4- X 13 CA. WEE1. ELITES SLIDE FASTENED TO ORAOKET - - WELDED TO 1-1/2- % 1-1/2° % 14 G4. PNGIE W/ 5/I6-18 % 3/4' HEX IIGO FASTENED TO TRACK -- M. SCREW$ 4 NOLS. WITH 4 1 4-2D 55. BOLT k NUTS / -- HOfll2. iRACN LENGTH = OPENI i0P 84ACKET (STANDARD) TOP BRACKET (OPT gNAI) LOW HEADROOM000 ' }14 GA. CALV. STEEL TRACK VERTICAL WILES WITH 2- % 5-1/2- % .104- (2) 3/I6' POP RIVER 4FHSIENEO W(1)RMLL1ER %B 8N'ESFAO9RP IOW HFAINt00M COCA OPTION HORIZONTAL REINFORCEMENT 1/2' % 1-3/4" X .058' FORMED SUED. . GLUED TO PANEL AND EASTENED TO VERNCM- STILES WITH (2) 3/16" POP RIMETS - -5/I6- MEETING RIR 1.82° CUL X .60' STEEL ROLLERS "W/ .44 DW X 5" STEM OVNI INSUTATIONS: 'IIW BY ASL PftO11NLT5 LLCM EPS-E%PANOEO POLYSTYRENE DENSITY = L PCF ROA /II-0926.0J OR ISO-25 POLY-IS'CYANURVE FNSIN _ 10 PCF - RY 'CM10fOAM NORTH AMERIG' DENSITY - 1.03 PCP N.OA #10-112904 OR RY'Ina"OAM ITS' /A DENSITY a 0.92 PCF l/ N.OA f14-0311.08 o' 14 GA. CAM STEEL 614XETO W/() 15/8sMS _ MN..024' ROLL MIMED STEEL PANEL DRAWING OUA1M 0-40 MR. tlELD STRENGTH = 39 KSI .ON PNMER AND B4NE0-0N POLVSTEi PAWED TOP CCAT APPLIED 10 BOTH SIDES OF STEEL 12 GA GUM SIEEL BOTTOM / Y IBPACKETSFAWENED SMS OPTIONS A — -) 1-1/2" % 1/2' % 1/8' HORIZ. ANGLE FOR ODOR HEIGHTS UPTO J a. WITHOUT INSJUTpN OR WINDOWS- �{� 2- X 2- % 1/8- HORIZ. ANGLE MR DOOR ACCEDE ABOW J FT. OR DOORS WITH INSUTANON OR WINDOWS Z SPOT WELDED TO AOU' TRACK F WON TWO WELDS AT 1-V FPPRI Z H I' W PAU AT 3' O.C., REST AT 9" O.C. ANCI£ Q 4 CONNECTED TO FLAG BIUCKA W/ 3/e-16 % 14' BOLT h NOT - O o AND TO SPRING SEAR GUIDE W¶N d (2) 5/8' 80LT h NOT J < 0 OG < 0 m �r, C VERIIGLL 1RMN 2-1/8' A r x .080- Q IL Q O Q d A, SECTION A -A m o P KET PIACEMEMS Q�hE[ DOOR • SECTION. HEIGHTS BRAC HOGHT 2ND 3R0 4TH SIN 81 B9 B3 84 B5 B6 flJ BB 8' 1B' 18' 18'N/A 1' TO 2'11-3/4- 23' 34' 45' S6' 6J' - 6'-6' 1' Ifl' 18' 2I" N/A 1" TO 2' 11-323' 34° 45" 56 T - _- J'-0' :,,T 1' 21' 11' 21' N/A 1' 10 2' I1-3/d" 23' ]4' 45' S8° 6J' - T6' 8" 1B' 18" IB'I8' 1" TO 2' II-3/4" 2Y 34' 45' S6' 6J" J8-1/4"1" IB° 18' 18" 21" 1' i0 2' II-3/4' 23' 34' 65° 56' 6J' JB-1/4' m FOR DOORS MORE THAN YA 8 FT. HIGH, FUSE ADDITIONAL TRACK BRACKETS AT TO' O.C. % 2.19' % 3.3' X .091 L IRALK BRALKEIS /I S. HIM YECIFD TO TWA WITH 114' DOLTS A NUNS VF�Al IFr HIGH LIFT STANDARD LIFT LOW HEADROOM DOUBLE TRACK [nb MOf%KT RENEWED P M PEF>0592 °y�yTA4 W5Mb 11YLBe e CAA. 35]B BWMi�CO6F I �', Amgo .No Crowing no. 2015 98-05 S 20Y WOOD NY WOOD OPTION 'Av OPTION 'B' \�=� WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG-0.55 MIN.) THE INSTALIATION METHODS SHOWN ASONT SHOWS 2%6 SYP HOOD BUCK ATTACHMENT 10 WOOD STRUCTURES. IF THESE MEN005 ME FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN WILL BE REGUWED FOR DESIGN OF GARAGE DOOR ANCHORAGE. FOR DOOR REPLACEMENT MPUCATKINS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE VERIFIED AND APPROVED BY TKE BULLODJG OFFICIAL UPON INSPECTOR. 5/16' % 1-5/8' LAG SCREWS AT I" O.C.7 WOOD BUCK CONNECTION TO MASONRICHY GROUTEOR REISSURE NFORCEDMASONRYOBLOOD JOBS K WALLHOR CONE. COLUMNC MRED TO 1/4' ULTRAWN BY 'ELGD' WITH STAGING OF 13' O.C. INTO GROUT FILLED BLOCK WALL. WEN 2- 1/4- MIN. EMBED I - 9' B.C. INTO 3000 PSI CONCRETE. WITH 1-3/4' VW, EMBED 2-1/2' MIN, EDGE DISTANCE 1/4' TAPPER BY 'POWERS' WIN SPACING OF 6' O.C. INTO GROVE FILLED BLOCK WALL, WON 1-1/2' MIN. EMBED 1/16' % ]- 9 O.C. INTO MOO PSI CONCRETE. WITH 1-3/4' MIN. EMBED FILLET N 3' MIN. EDGE DISTANCE AT 12' O.C. 3/8' CONFLE% BY 'ELCO' OR 3/6' LET BY'IIW' WITH SPACING OF CONTINUOUS ANGLE TRACK 21' 0.0. INTO 3000 PA CONCRETE, WIFE 2-1/2' IN. EMBED TO WIND BUCK 3' MIN. EWE DISTANCE 3/8' H11L1 SLEEK BY 'HLN' WITH SPACING OF I1 M_N910 GRON NOD PSI CO FEIE.CK WEI WALL. I^ 11/4' IN EMBED EMBED. 4' A11N. EDGE DUST. FO ,PANST UCIION ENGINEER OF RECORD OR ARLHRFCi TO VFRIfY GV, CY OF kkPp�TINC STRUCTURE TO SUPPORT LOANS To BOTRmO�R SREPSADEMEM U RETRR MOL DINGS WEIR NO ENGINEER OF REC�OOAC IO90N TEST _ 110 NAY BE REVIEWED AND APPROVED BY BUILDI4 OlFIL PON MSPECUON. MA%IMUM E%T_ 0 (} j D_? JAMB - (16.17' % 40 �/2 = 386 L6a per ft. EU%IMUTA pH AD R JAMB - (16. V' % 70 2 - 420.4 IbE per R SELF DRILLING SCREWS OR 3/I6' 'RNE%' STEEL RNEIS MULIICMP W/'DOME NEAR AT 48' OZ. REINFORCEMEN' 1/2- % 1-3/4;% A58 W'STNP ER ADPPI_/�/�� - y ALUNLY TO J\/L��/ WE,STE RUBBER W5IRIPPINC RUE As�o'y//�� r.040 J a224 LS2J T;-1J .94 ,]O_ o I 348 % % ASB' O RNED STEEL _ STEEL 11� SE#NE%1' SELF OROlING STREWS z Z OR 3/I6' 'M/E%' STEEL RNETS MULTICMP W/ DOME NEAR f ' Q h AT 40' O.C. Co D OG a Oo K OF AD,IpTER 0 Lao O ER WBIftNPWG AED L4 LL zuiP J &na Rb�f _ _ANCHOR ANCHORS SPACING STRUCTURE EMBED SPACING EDGE WST. 3 6 IILC SLEEVE BY HMU CANC. 1-1 4 6 ]' -] <' J 0' LDNfIE% BY ELCO FILLED BLOC% 2' J B' DYW.BOLi BY 'IN' _- CONC. 1-t 2 e' 3' 3 WWEA-BOLT 9Y POWFNS CONC. Y ] B SLEEVE -ALL BY SIMPSGNS GONC. 1-1 2 CONCRETE 1'c - JON PSI MEN. C-90 GROUT FILLED BLOCK I'm - 20M PSI MW. M' 1-I K 2-1/2' % 14 G9 ____ CON .9 STEEL ANGLE 11-1/2' 12 GA GALV. STEEL MT BRACKETS t3' LONG 2-1 0' % 1' % N GI. AT 12' O.C. INDOOR OPNG CPL� STEEL TRACK AT 18' O.C. MOVE ODOR OPNG. FASTENER TO TRACK PLATES CONNECTED TO COW. ANGLE - W/ (21 1/4-20K5/B' TRUSS LID. ������p��.K W/ (]) SPOT WELDS AT EACH MBE SLOTTED U.S. k LOCK NUT REVERSE_TRe� CONTINUOUS ANGLE TRACK TO STFFl }O CONCRETE ANO F1LLF0 BLOCK ALTERNATE TRACK INSTALLATION GO o rI V laf M 6 N Z W W w or m 1 � K � 03�g V, n N J m fngr `AVID ANMW S ClAL PRODlICE11ENElYPp re 3Y RAPEN]A bw1 b�WNNDIe Fbrille o 1 CA. AR�w am o/ � s 0 2015 a] w6aK4E AW 1 a DWmya Do: 1 98-05 IR PANEL 6a (.024) STEEL INN. O . , 11 h � ; i m DIA WASHER J8 X 0/4' SMS -O 3/8' FROM ENDS AND >' 0.0. RAx (4) ]6 X 3/4' SINS -0 1-3/6' FROM ENDS AND 6-1/2' O.C. MAX. .175 X .062 DEEP LEXAN PU ILS' DEEP �JB X 3/4' SMS ® 3/8' FROM EMS AND >' D.C. M. 2/I6' DV, WASHER IN PANEL GA. (.024) STEEL MIN. 24 W. .SW Y-H-250 �E 1 m� * PLASTIC COMPLIES WITH 1 , V CHAPTER 26 OF FDICz m SEE EVIDENCE PAGE p O $§j F I.765 L725 R 44 d 0 C o LoG Oo " �.—.eaa p m < a 8 C qq * EXTERIOR FRAME * INTERIOR FRAME 8 i RIGID PVC ONE PIECE INJECRON RIGID PVC ONE PIECE INJECPON Q 3 n m V �• M Iw wM W ZFN� LED { 8 N m o 1 A 0 3 RGO h P 1 0� Q��NQx n rn �. :j<d : � x INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS r1 WINDOW LITES CAN RE IN ANY LOCATION IN DOOR SECTION la X a/4'sEs \L'J Ir 1 PRoou4rrnJazwPn a , �N a. Fk,N. s a dam S-a a .a/ 2015 aX W.DWINy Na.