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WS-15-2176 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-242214 Permit Number: WS-8-15-2176 Scheduled Inspection Date: September 25, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: CLAUDIA GRANDAS, HUGO MIRABAL Work Classification: Window/Door Replacement Job Address:690 NE 93 Street Miami Shores, FL Phone Number Parcel Number 1132060141490 Project: <NONE> Contractor: ALL ABOUT DOORS INC Building Department Comments REPLACING 7 WINDOWS AND 5 DOORS WITH IMPACT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 September 24,2015 Page 10 of 34 . � wee ? Miami Shores Village P17311', �e �ltliv tt6+l) , 10050 N.E.2nd Avenue NE ry Miami Shores,FL 33138-0000 Phone: (305)795-2204 Expiration: 016 Project Address Parcel Number Applicant 690 NE 93 Street 1132060141490 HUGO MIRABAL CLAUDIA GRAI Miami Shores, FL Block: Lot: Owner Information Address Phone Cell HUGO MIRABAL CLAUDIA GRANDAS 690 NE 93 Street MIAMI SHORES FL 33138-2907 690 NE 93 Street MIAMI SHORES FL 33138-2907 Contractor(s) Phone Cell Phone $ 14,400.00 ALL ABOUT DOORS INC Valuation: .. K ,..� _.. �..__. Total Sq Feet: 00 Type of Work:REPLACING 7 WINDOWS AND 5 DOORS WIT Available Inspections: No of Openings:12 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $9.00 Invoice# WS-8-15-56855 DBPR Fee $3.30 09/03/2015 Credit Card $212.60 $50.00 DCA Fee $3.30 Education Surcharge $3.00 08/25/2015 Check*10996 $50.00 $0.00 Permit Fee $220.00 Scanning Fee $12.00 Technology Fee $12.00 Total: $262. 00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conform' i h the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume re o it' for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLU I ;'M H L,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I ce ' th f egoing i ormation is accurate and that all work will be done in compliance with all applicable laws regulating construction and z41119- F e or ,I,a h ' e the a ve-named contractor to do the work stated. September 03,2015 Authorized Si ature:Owner / Ap 'cant / Contractor / Agent Date Building partment opy September 03,2015 1 Miami Shores Village 1 7,R,IV D Building Department artment AUG 25 Z015 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY: Tel:(305)795-2204 Fax:(305)756-8972 �a INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201 -/ ��-- BUILDING master Permit No.W 5 IE,— 2 )W PERMIT APPLICATION Sub Permit No. [dBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP a CONTRACTOR DRAWINGS JOB ADDRESS: _b I 0 1�� 9� 5� U City: Miami Shores 11County: Miami Dade Zig: Folio/Parcel#:__�l_-3;0-3;0(0'd 14 ��- 1"1 R D Is the Building Historically Designated:Yes NO l� Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): t tGc7 fM 1/OIbCLI Phone#: 305-Ito-7•- Address: Got o Qiz 0(3 ST' City: `4 s t-Milli VA9ef-S State: �- Tenant/Lessee Name: Phone#: Email: a7-0 vut%'�e'l 1R' wC&i > Co-vt-% CONTRACTOR:Company Name: �R ��['h�-T t� '�' ®C-w�;; Phone#: Address: SRC' City: i State: V� Zip: '�--154 2A. Qualifier Name: -°Z'Z 9;--'8761 State Certification or Registration#: Certificate of Competency#: ®( R*00 65"5 DESIGNER:Architect/Engineer: ��_ � �C �� • Phone#: '505=Z(64"?�AOO Address: Z>eu (9`7 NVE; City: '�ksc-"t I Stater1 Tip: ;>1 Value of Work for this Permit:$ q I L�QD Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration El New Repair/Replace El Demolition s Description of Work: Re DI Ct w t Specify color of color thru tile: Submittal Fee$ f PermFt Fee$ �� cCCF$ 4 CO/CC$ Scanning Fee$ ' F Radon Fee$ , �°A rP�� DBPR$ ` Notary$ Technology Fee$� r (i)'(n Training/Education Fee$ ` •( Double Fee$ Structural Reviews$ Bond$ 2.) ho •••TRANSMISSION REPORT••• 08/04/2015 1326 Lexmark Pro800-Pro900 Selves 3052672794 agaboutdoors7@aoLcom NO. DATE START TIME SENT TO SCANNED/SENT RESULT 1 08/04/2015 W6 EASTERN 1/1 OK Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the obs nce of such osted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature ER or AGENT CONTRACT The foregoing instrumen was acknowledged before me this The foregoing instrument was acknowledged before me this — 9 day of 20 15` ,by —day of 20 15 •by who is personally known to ,who is per known to me or who has produced IN as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: v/ Print: Seal: @�` Notary Public St ate of FI�c? Seal ,,�ar:Pv® ANNEL SAN�6- ida 4" Notary � .&::'F'- Commission EE 166209 y Public-State of Florl�a MY Commission Expires ;w;, oQ Commission#EE 166209 February 2,201 °? pyo• fiAy Commission Expires ( APPROVED BY Plans Examiner Zoning Structural Review Clerk 5N°R�s loss Miami shores Village L �6 Building Department LORNA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers'Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid fora period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers'compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Owns' State of Florida County of Miami-Dade The foregoing was acknowledge before me this day of 11/- ,20/✓� Bye who is personally known to me or has produced Z t as identification. Notary:/ o�Pae:pU®�; ANNEL SANC�iEZ 2. °�=Notary P SEAL: a _ Public State of F;orida Conmiission�#C-E 168 My Commission Expir®s09 5 L/ -zone 5_ r� /� t7esig� Atlb`e 'S -ryve Sipre.SiAYG Fir st +. m -r-One �o,+Mol ® Noro� t74 X63 A (05 `}a' oll Nl ;�ccVten u,��, 09 OT, 1'� zone S 07 15P I a . I fact L Miami Shores Village APP90VEO BY DATE Ni^;G DEPr n _ n, DEPT cn I ECT o CGNIPIY'NCE WTrH All FEDERAL (,i L_S AND REGULATIONS mmm� MEMO c:m v Page 1 of 1 SITE SPECIFIC WINDLOAD CERTIFICATE AL-FAROOQ CORPORATION 1235 S.W.87th.Avenue I Miami, FL 33174 T.305.264.8100 I F.305.262.6978 lwww.afeeng.comialfarooq@afceng.com Project Number: 15108-896 Date Requested: 8/18/2015 6:55:40 AM Client: Robert Sanchez Mailing Address: Robert Sanchez All About Doors All About Doors 3392 village green dr 3392 village green dr Miami,FL 33175 Miami, FL 33175 Project Address: 690 NE 93 St Job Name: Mirabal Miami shores FL 33138 Wind Load Analysis for components and cladding with impact protection as per specification of ASCE 7-10&2014 7 Wind Speed 175 mph FBC. Risk Category 2 Building Classification Enclosed Tio 77+487 Exposure Category D Trib. Zone 5RoofType Sloped 52.7 +48.6 -65.1 Mean Roof Height 15.00 ft ZONE 4 d=10%OF LEAST HORIZONTAL DIMENSION Elevation of Opening 15.00 ft ZONE "M HEIGHT•H-FOR SLOPED ROOF IS THE MEAN Least Horizontal Dimension N/A ROOF HEIGHT H Directionality Factor(Kd) 0.85 Velocity Pressure Coefficient(Kh) 1.03 '' Velocity Pressure Coefficient(Kz) 1.03 d Topographical Factor(Kzt) 1.00 Velocity Pressure(Qh) 68.7 psf Valid Only with E gineer's Seal Velocity Pressure(Qz) 68.7 psf Gcp Zone 4 +1.00,-1.10 Gcp Zone 5 +1.00,-1.40 Notes: Based on data provided by the client. Ultimate wind speed '° used to determine velocity pressure. Ultimate loads converted to design loads as per 1609.1.5 of the FBC by 0.6 multiplication factor. AUG" , 0 2015,Copyright AI-Farooq Corporation CAN(EB)#3538 aolo C. 0@ MIAMI•DADE MIAMI DADE COUNTY e 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) yvww.miamidade.¢ov/econg1M 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 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"HS-8700(Flange-Frame)"Aluminum Horizontal Sliding Window-L.M.L APPROVAL DOCUMENT: Drawing No. L870"901, titled "HS--8700 Horizontal Rolling Flange Impact Window'% sheets 01 through 10 of 10, dated 05/30/09, with revision"B", dated 08/11/11,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 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 endoisement 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--0127.08 and consists of this page i and evidence pages E-1,E-2 and F,% as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. 4 NOA No.J.4--(190.$x,14 MIAMI l7ADE Cot INTY , r , sx� Expiration Date: April 11,2017 Approval Date: November 13,.2014 Page 1 I Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. - (Submitted under previous NOA No. 11-0705.10) 2. Drawing No. L8700-0901, titled "HS4700 Horizontal Rolling Flange Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision `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)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) Forced Entry Test,per FBC 24113.2.1,TAS 202--94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3049 and HETI-10-3051,dated 03/23/11,signed and sealed by Candido F.Font,P.E. (Submitted under previous NOA No. 11-0705.10) 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3047, HETI-10-3053, HETI-10-3057, HETI-10 3130, HETI-10-3223 and RET-10-3225, dated 03/23/11, signed and sealed by Candido F. Font,P.E. (Submitted under previous NOA No. 1-1-0705.10) 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10 3048, HETI-10-30491, dated 11/09/10, HETI 10 3050, HETI-1030528, HETI-10-3056, HETI-10-3131, HETI--10 3224 and HETI-10-3226, dated 03/23/11,signed and sealed by Candido F.Font,P.E. (Submitted under previous NOA No. 11-0705.10) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 20394 along with marked up drawings and installation diagram of an aluminum horizontal sliding window, XOX configuration, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-1Q 3251, dated 04/25/11, signed and sealed by Rafael E. Droz-Sella; PA. (Submitted under previous NOA No. 11-0705.10)/- Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0908.14 Expiration Date: April 11,2017 Approval Date: November 13,2014 E-1 r Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coN uED) 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 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window,XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08-2033, HETI-08-2034, HETI-08 2035, HETI-08 2036, HETI-08-20379 HETI-08 2038, HETI 08-2116A and HETI-08 2116B, dated 02/28/08, signed and sealed by Candido F.Font,P.E. (Submitted under previous NOA No. 09-0706.05) 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,per FBC 24113.2.1,TAS 202-94 along with marked up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -3097, FTL-3098 and FTL-3364, dated 12/06/01, 12/11/01 and 01/28/02, all signed and sealed by Luis Antonio Figueredo,P.E. (Subinitted raider NOA No. 02-0227.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries,Inc.,dated 05/28/09,revised on 07/10 and updated on 01/25/12,signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No. 12-0127.08) 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. 134129.27 issued to E.I.DuPont DeNemours.&Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/1.1/16. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0908.14 Expiration Date: April 11,2017 Approval Date: November 13,2014 E-2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(cowiNuED) 2. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5th 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, dated 01/25/12, signed and sealed by Thomas J Sotos,P.E. (Submitter)under previous NOA No.12-0127.08) 4. Statement letter of no financial interest,dated 05/20/10, signed and sealed by Thomas J. Sotos,P.E. (Submitter)under previous NOA No. 12-0.X27.08) 5. Laboratory compliance letter for Test Reports No.'s HETI-10-3047, HETI-10- 3048, HETI-10-3049, HETI-10 3049I, HETI 10 3050, HETI-10-3051, HETI- 10-3052115 ETI10305211, HETI-10 3053, HETI-10 3056, HETI-10-3057, HETI10 3130, HETI-10-3131, HETI-10-3223, HETI10 3224, HET-10-3225 and HETI-10- 3226, all issued by Hurricane Engineering & Testing, Inc., dated 11/09/10, 03/23/11 and 04/25/11,signed and sealed by Candido F.Font,P.E. (Submitted under previous NOA No. 11-0705.10) 6. Laboratory compliance letter for Test Report No. HETI-10-3251, issued by Hurricane Engineering & Testing, Inc., dated 04/25/11, signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under previous NOA No. 11-0705.10) 7. Laboratory compliance letter for Test Reports No.'s HETI48-2033, HETI-08-- 2034, HET148--2035, HETI-08 2036, HETI-082037, HETI-08-2038, HETI- 08-2116A ETI082116A and HETI082116I3, issued by Hurricane Engineering & Testing, Inc., dated 01/15/08 through 02/28/08,all signed and sealed by Candido F,Font,P.E. (Submitted under previous NOA No. 09-0706.05) 8. Laboratory compliance letter for Test Reports No.'s FTL-3097, FTLr-3098 and FTL-3364, all issued by Fenestration Testing Laboratory, Inc., dated 12/06/01, .12/11/01 and 01/28/02,all signed and sealed by Luis Antonio Figueredo,P.E. (Submitted under previous NDA No. 02-022Z OS) G. OTHERS 1. Notice of Acceptance No. 124127.08, issued to Lawson Industries, Inc. for their Series "HS-8700 (Flange-Frame) Aluminum Horizontal eliding Window - LM:I. approved on 03/29/12 and expiring on 04/11/17. ! Jaime D.Gascon-,P.E. Product Control Section Supervisor NOA No.14-0908.14 Expiration Date: April 11,2017 Approval Date: November 13,2014 E-3 A 1 A At General Notes: a 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE e REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH 40o q VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-02. THIS PRODUCT a y 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 �^ m v $ o E c OF 2014 F.H.C. & TO BE REVIEWED BY BUILDING OFFICIAL. oz.. // e \\' o \�' " 9.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE A9 PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER of x (O.C.), AND AS TABULATED ON SHEETS 8, 7, or 8. z d c C7 8 Bt B B1 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE c o Z ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND d .• TO.BE REVIEWED BY BUILDING OFFICIAL W XO 6.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES 4 NOTE: TABULATED HERRIN (SEE SHEETS #8. 7, or 8), AND FOR USE WITH DOUBLE GLAZE 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 23 FOR VERTICAL CROSS-SECTION DETAILS'A. Al.B,&BI'REFER TO SHEET#3 LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE 3HEETa 8, 7 or 8). 3 FOR HORIZONTAL CROSS-SECTION DETAILS'C.D.&E'REFER TO SHEET @4 6.) WINDOWS WITH GLASS TYPES 'A, C, OR G' INSTALLED ABOVE SOFT. •� a x 4) REFER To SHEET 6 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. IN THE HVHZ, THE I.G.7.) SEE SHEET 4 FOR)ACK EXTERIOR LIT OSH ALL BE TEMPERED U 0 S.) SEE SHEET 9 FOR GLASS TYPES. Hu9.) SEE SHEET 6 FOR DESIGN PRESSURES ON 'XO or OX'WINDOWS. a O 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL-LITE 'XOX'WINDOWS. c 11.) SEE SHEET 8 FOR DESMON PRESSURES ON UNEQUAL LITE '9IOX' WINDOWS. 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. 13.) W. & INT.FALSE COLONIAL MUNTINS ARE OPTIONAL&AND ARE APPLIED W/SILICONE c °� \\ �� 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED .p co (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET @S, 4 & 6 FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER , B 24 SECTION SECTION .3 16z .)APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 16.) SEE SHEET# 6 FOR MULLION/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. ~ 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAID-DADE COUNTY APPROVED �jQX Al Lite (1/3-1/3-1/3) WINDOWS USING A MUM-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE MIT E NOTES: THE LOWER DESMON PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE g® $ 1 REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETA1,3 AND NOTES. ENTIRE MULLED SYSTEM. 4g$ 2 FOR VERTICAL CROSS-SECTION DETAILS'A.At,S.&Bl'REFER TO SHEET®3 18.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE A 3 FOR HORIZONTAL CROSS-SECTION DETAILS'D. &E'REFER TO SHEET p8 PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. 4 REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. E �i � ,,��p►u�inrry�s • o arc NOTES: XOX - Uri--Equal Lite (IIA-1/2-IN N 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. _ 2) FOR VERTICAL CROSS-SECTION DETAILS'A.A1.B. &Bi'REFER TO SHEET 93 PRODUCTs%voh D °t `. 3 FOR HORIZONTAL CROSS-SECTION DETAILS'D.&E'REFER TO SHEET B6 lou dmgcodo Wt OtaRloddo �(d t- 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. Acwplonco ��•-`•'�7 ,�<,n` ` SERIES--8700 HORIZONT�SLIDING IMPACT WINDOW--8700 HORIZONT�SLIDING IMPACT WINDOW �Ty '':;�• 'p ;1 A6yl*�odOPPROVED ELEVATIONS J rd+' ak a TEST UNIT SIZE: 111'X Be' yt 85 3/8'OVERALL FRAME WIDTH TEST UNIT SIZE:7$X 63' 74'OVERALL FRAME WIDTH INSTALLATION FASTENERS 84 3/8'INTERIOR FRAME WIDTH INSTALLATION FASL'ENERS• 73'INTERIOR FRAME WIDTH tq O ,q (A) 10 AT FRAME HEAD T1JO RRASDS (A)6 AT FRAME HEADJ:� n A tDRs M1'i (L4 AT FRAME HEAD IF DP ABOVE 70.0) g AT ��CFABOVE (8 AT FRAME HEAD IF DP ABOVE 70.0 Ah P SR I S p (B) 10 AT EA.FRAME BILL A Al +FOR 44 T (B)8 AT 8A.FRAME 88.4 AIJ (14 AT FRAME g)IJ,IF DP ABOVE 70.0) 8• C(8 AT EA.FFS AT ERAME JAMB SILL IF OF��7o.u) A Al +4' y (C) 8 AT EA. FRAME JAMB IK fa 4' puuL� ( •SEE GENERAL NOTE g3 Je @4. (QN24aa) 4 t4• W q -SEE GENERAL NOTE®3&#4. m 2 -3/e 13 I/4.O.C. .02 Is _ IS It n ' m w 13 L• '�/ ' O -- //- --9 13 u4.O.C. p S B B 11 t3 u4 OZ B B 1 13 1/•aC. ANCHOR NOTES, ANCHOR NOTES+ O L SANE ANf3{OR SPACMD AT HEAD 6 SILL MT L SAME ANClSD!SPACING AT HEAD 6$0.L 1NT C�,�.pAL G 2.TWO ADDInONAL ANCHORS REQUIRED 2.TWO ADDITIONAL ANCHORS REQUIRED ED y/ vI co 'BE AT NEETM3 RAGS FDR UNITS VITH V AT MEETING RAILS FOR UNITS WITH JJJ��,,, co . DP ABOVE+70PSF/-73PSF(4 TOTAUV opT�g� "XOX" WINDOW EQUAL LITE nP ABOVE+/- a TOTAU G3EE"VEREQUAL ME TICAL CROSS-SECTION DETAILS•A,Al,D,6 INDOW Bl'AT SHEET B3 0" N TEST UNIT SI111"X BeE H�ITAL CROSS-SECTION DETAILS'C,D,6 E'AT SHEET BS L O RWMRS ZE: 3' 2. ED L SEE VERTICAL CROSS-SEMCIN DETAILS'A,Al,B,6 Bl'AT SHEET 43 INSTALLATION FASTENERS +k 111'OVERALL FRAME WIDTH 2.SEE HORIZONTAL CROSS-SECTION DETAILS'C,D,6 E•AT SHEET 04 M (A) 10 AT FRAME NEAR 110•INTERIOR FRAME WIDTH (14 AT FRAME HEAD IF DP ABOVE 70.0 TWO ADDITIONAL DRS (B) 10 AT EA. FRAME BILL (14 AT FRAME SILL DT IIP ABOVE 70.0) A Al +./ �AT �• SE IES-87 0 HORIZONTAL SLIDING DOW (o3SEE AT NEGFRAME Ts�a& �4. 4 °'""°`� FLANGE FRAME ELEVATIONS — L.M.I. DLO •i L..4 li 24 3/8• 1311 E 13 MC.10m � 1/0 YJ 13 It MQ LLI --� PRODIJCTREVISED ANCHOR NOTES �•�� p �cpL�.� pp� BSomtPlplDg NIDI IDeFIOtidB T :t (}.:. L SAKE ANCHOR SPACMG AT HEAD 6 SILL APPLSED Y/SC�AND�AHLE 13 Uil81D8 B_TWO DRIONAL REQUI(ED T AS OPTIONAL A�eptnncoA70 ®�J.�'�' '"f.'l Lrl L RAILS FOR UMTS WITH DPl ABOVE+TEPEE/-78PSF<4 r "XOX" WINDOW — UN—EQUAL LITE 010 �a�� ye�ic� �' L SEE VERTICAL SSS-BECTON DETAILS•A,AL 8,6 Bl•AT SHEET 03 •a P.SEE HORIZONTAL CROSS-SECTIID4 DETADS'C,R 6 E'AT SHEET 0.9 40 P 0c1 Coniml� Q 1/4' TAPCON W/ 1 1/4' STUCCO OVER METAL LATH NAILED TO #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO CONC. EXTERIOR GRADE PLYWOOD SHEATHING MIN. EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET #2 1. ALL WOOD BUCKS ENGINEERED SEPARATELY TO BE SPECIFIED BY ARCHITECT OR G.C. (SEE ELEVATION AT SHEET 42 yy 4 FOR MAX FASTENER SPACING) & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) (EXTERIOR FINISH BY OTHERS) FOR MAX. FASTENER SPACING) 2. W00D DUCK AND FRAMING (NOT BY LAWSON NOT Y L DUSTRIES, INC, c� o 1 1/8' MIN. INDUSTRIES) MUST SUSTAIN LOADS IMPOSED +..' ^n :; `tS A EDGE DISTANCE BY THE GLAZING SYSTEM �u• '° d:' y O MIN. :•� ° 'tvYr. T a y iii 010 is o A. s .q EMHEDh1EN�:•o °•. .�I,.t. `f'`. O °' a. 2X Ga o '� •., a'. ., r, 'r 1' MIN. .'o z /�! O Ti?,? a• z EDGE ANCE y.• _ z° p T� EXTERI13R GRADE—/ 12 U4'MAX. a I 1/a• a SHIM SPACE '�•; ; 2X (WN.EdIBEDJ •:r•V PERIMETER CAULKING (TyPa 1.4a TrP sr.� Zz�+ O 11 EXT.GRADE PERIMETER 1/a'Max q 15 CAULKING NOT BY SHIM SPACE or 0 14 15 6 LAWSON INDUSTRIES', O TO BE APPLIED BY OTHERS <TYPa C I12 (TYPJ H p a � CLEAR SILICONE ADHESIVE EXTERIOR BEDDING COMPOUND A 1 INTERIOR 34 EXTERIOR INTERIOR LAMINATED GLASS ALTERNATE DETAIL at 2� 33 4 a 14 WOOD FRAME INSTALLATION DETAIL a 6 � 27 WINDOW INSTALLATION NOTES: j L THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/AN EXT. JWSEE GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE a 28 BY WINDOW INSTALLER (TYP.) RISER- OPTIONAL 2 THE EXPOSED EXT.PERIMETER OF THE WINDOW FRAME TO APPLIED WITH SILICONE BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK P CHARTS ON BY OTHERS(TYR)2 S 04, #S,&#6. 1° • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR $§l 26 10 9 32 13 MASONRY IS LSSS THAN 1/8', SHIMS ARE NOT REQUIRED. a , 26 O - .:;•.:.:::::::tt::•: B 1 - 13 ANCHORS NOTE: EXTERIOR GRADE • :':'::: ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR PERIMETER CAULKING 't''':i'":'_ilii:i' OSE U4' TAPCONS or APPROVED CONG FASTENERS INTO CONC, ` erttnngrf,r.aJ "•'•". � WITH A MINIMUM OF 1 1/4' PENETRATION INTO W011D OR Pj ,•••' CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) A a - 1/4.'MAX. _d w MAX' ,ts N p Ly »xl' a 4• '.a oSt SPACE :�:, -»uT'e d q• d a M (TYPJ rs A:1 1/4' MIN. :i•.'4�.".'. '. ao.o oI 4 �. ..s.., dq •1 U4 EMBE MEMNI'NTEMBEDMENT ad .,..• •q d. PRODUCTIUMSBD q n' ,ot4 . Ad d "0 � M N. �g y� n EDGE DISTAN Aesapplm�aoNo -�w'�01. /}' fPPt: OPTIONAL SILL INSTALLATIONOPTIONAL SILL INSTALLATION DETAIL_A�'7CO or OXor OX" Pro u�\ A • I 1. ALL WOOD BUCKS ENGINEERED SEPARATELY 2X WOOD BUCKS & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) yi BY OTHERS <TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON o 0 ' IN THERES) M G 3YSTEMIN LOADS IMPOSED co q a ca (BYEOTHERFINISH ) a to z <•r•' r>•'• M PT. WOOD BUCKS eee�jj 5 •;t�:a;.? ••:'• +:Kbsj;,;Yti1 21 23 LAMINATED GLASS ., c .•. I/4•MAX. 33 SILICONE ADHESIVE 1/4•MAX. °• ; v B14 SJLS. W/ 1 1/4' rrni CE BEDDING COMPOUND SHIM SPACE e z (ph MIN EMBEDMENT INTO WOOD. INTERIOR cTYP.> (SEE ELEVATION AT SHEET B2 :.i! 7 17 34 3 '�".... FOR MAX. FASTENER SPACING) 2X „: 5 27 ° isB a.. 1/4' TAPCON W/ 1 1/4' �o ' N. MIN. EMBEDMENT INTO CONC. _11/4' MI E IN. _ .(SEE ELEVATION AT SHEET N2 - - tx FOR MAX. FASTENER SPACING) 0 1' MIN EDGE DISTANCE 8 18 LI/4'MIN, 91 11 EMBEDMENT ---= ° a. EDGE If O dd EXTERIOR WALL FINISH BY O ;! THERS (TYR) rVi�t " ,�Y`r w± 28 14 � �=•; d'� •. o .g° 'rE iS•s: 4 EXTERIOR 18 i8 i1 e�'•' .dCi [ij °�. . . EXT.GRADE CAULK o�c"•,• N STUCCO OVER METAL LATH NAILED TD EXT. EXTERIOR GRADE PLYWOOD SHEATHING CAULKING NG NOT BY PERIMETER O ',.^g-�`: 't'='�•. TO BE SPECIFIED BY ARCHITECT IIR GG (EXTERIOR FINISH BY OTHERS) 'LAWSDN INDUSTRIES'' NOT BY LAWSON INDUSTRIES,WC. TO BE APPLIED BY OTHERS 73' MAX. (TYPa WI(VDOW FRAME BUCK WIDTH -------------- 74' MAX. a WINDOW FRAME FLANGE WIDTH "XO" WINDOW EQUAL LITE ( "OX' REVERSED ) g 30 31 WINDOW INSTALLATION NOTES: $ �L THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT. $ 8 8 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER CTYP.) 2. THE EXPOSED EXT.PERIMETER OF THE WINDOW FRAME TO BE SEALED W/AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) 22 21 WHEN THE GAP SEMEN THE WINDOW FRAME AND THE BUCK OR 1��Itt1)ppppp $ MASONRY 18 LESS THAN 1/8', BRIMS An NOT REQUIRED. ANCHORS NOTE: ANCHORS TO HE k12 SMS DR WD. SCREWS INTO WOOD, OR LOCK (LATCH AND SWEEP) OPTIONS 1/4' TAPCONS or APPROVED CONC.FASTENERS INTO CON(., N WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR ~ � ' 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) PRODIACPRBVIBBD �a LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. aacomplyin wtXhtheNloXida nnnmosc a l�j 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED AocopiwrcoNo �O ®v.�' ,4;'• FOR USE ON ALL WINDOWS. B. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. n �� ppl?fit It c0.0 e oN Control DESIGNLOAD CAPACITY(PS -O or)(0 ANDOWNS # # +/-Pressures s WINDOW Jamb H&S Glass "A" "2 Glass Type"B" •2 Glass "C" '2 Glass Type"D" "2 Glass Type"E" "3 Glass Type"F"r 3 q WIDTH HEIGHT Anchors Anchors +ps - + f + sf Of + - sf + - sf + -psf ; y 24 24 3 3 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 24 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 1 60 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 O1 72 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 7.0.0 70.0 80.0 80.0 80.0 80.0 z w19 24 36 3 4 65.0 65.0 65.0 65.0 1 70.0 70.0 70A 70.0 80.0 80.0 80.0 80.0 �° c 36 36 3 4 1 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 a t? 48 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 24 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 a 36 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 48 4 6 1 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 H 72 48 1 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 I 80.0 24 60 5 4 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 c 36 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 N04x 48 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 60 5 6 65.0 65.0 .0 65.0 70.0 70.0 70.0 70.0 - - - - °0 26.5 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 x 37 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 g 37 38.375 4 1 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 38.375 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 8 74 38.375 4 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 *80.0 80.0 26 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 ©® 50 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 53.125 50.625 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 4 50.62 5 8 65.0 65.0 65.0' 65 70. 70.0 70.0 70.0 80.0 80.026.5 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 8Q 0 +437 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 . 80.0 53.125 58 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 58 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70 0 70.0 80.0 80.0 80.0 80.0 26.5 63 6 4 65.0 65.0 65.0 65.0 70.0 70.0 =0.010.0 .0 80.0 80.0 8 .0 37 63 6 1 4 1 65.0 65.065.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 4tit��ewunttrti 53.125 6 6 65.0 65.0 65.0 70.0 1 70.0 1 70.0 70.0 80.0 80.0 1 80.0 80.0 ..... a3� 74 63 6 8 65.0 65.0 0 65.0 65.0 70.0 ..... �, A, g e; Nd * • 1.) SEE SUM 9 FOR QLAZING TYPES. DETABS & SIMCONE OPTIONS. ulleing' E) STANDARD SB,L USED ON WINDOWS WITH +70.0 DP AND BELOW s� uaptn<rooNo- L RISER - DPTIONAL (WINDOWS WITH GLASS TYPES 'A. B,C. &D') n o y APPLIED WITH SILICDNE 3.) SDI.WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP � � yJ FOVE R DP ABD +70.0 PSF � 4 (WINDOWS WITH GLASS TYPES 'E, &r) AND +80.0 DP MAX. \ I 080.0 DP MAX.) ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SIM ON WINDOWS VIIH DP ABOVE 70.0. (SEE OF 4.) WINDOWS WITH GLASS TYPES 'A. C. OR G E 0) INSTAUED ABOVESOFT `�� sttJtttOafeastt'"'�' IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 1mt m a ES IGN LOAD UA PA C -XOX wimp S with Un-E aua Lite H/41/2-1/4 RA E Sl2E " +/-Pressures s ' IS Type C" 2Glass Type 2) Glass lass Te"F"#Jamb #H8S Glass e"B" "2 WIDTH 1 HEIGHT. Anchors Anchors +Def I -pof I +Pef I -psf + sf -13sf +Psf I -pef I +psf I -psf I +psf I -pef So a 60 24 3 7 80.0 80.0 80.0 80.0 65.0 •75.0 65.0 75.0 52.0 52.0 65.0 75.0 to 72 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 "' 84 24 3 8 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 �' 6 96 24 3 10 80.0 80.0 80.0 80.0 65.0 75.0 66.0 75.0 62.0 52.0 65.0 75.0 S " 08 24 3 11 80.0 80.0 75.0 65.0 75. 52.0 52.0 .0 75.03 o , AR l 60 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 72 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 g _ o 84 36 3 8 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 od M 9L 96 36 3 10 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 76.0 0 0 108 36 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 $ 60 48 4 7 70.0 75.0 70.0 75.0 66.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 i 52.0 52.0 65.0 75.0 a 84 48 4 8 52.0 52.0 65.0 75.0 65.0 75.0 62.0 52.0 65.0 75.0 96 48 4 10 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Z 108 48 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52,0 52.0 65.0 75.0 ® tplo 6 60 5 7 52.0 5 65.0 75.0 65.0 75.0 52.0 52.0 65.0 76.0 72 60 5 7 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 85.0 75.0 {Q o 84 60 5 8 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 pq 96 60 5 10 52.0 52.0 65.0 76.0 65.0 75.0 52.0 62.0 65.0 75.0 108 60 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ' o ' 74 26 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 38.375 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 l 74 50.625 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 68 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 63 5 7 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 76.0 79.5 26 3 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.6 38.375 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 50.625 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 58 5 9 62.0 52.0 65.0 75.0 65.0 75.0 52.0 52,0 65.0 75.0 79.5 63 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 26 3 11 62.0 52.0 65.0 75.0 66.0 76.0 52.0 52.0 85.0 76.0 106.25 38.375 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 66.0 75.0 b 106.25 50.625 4 11 52.0 52.0 85.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 j 106.25 58 5 11 62.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 d 106.25 63 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 , 65.0 75.0 11 26 1 52.0 52.0 65. 75.0 .0 75,0 52.0 62.0 65.0 75.0114 111 38.375 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 50.625 4 11 52.0 52.0 65.0 75.0 85.0 75.0 52.0 52.0 65.0 76.0 191 58 5 11 52.0 52.0 65.0 75.0 65.0 76.0 52.0 1 52.0 6 .0 75.0 111 63 1 b 19 52.0 1 52.0 65.0 75.0 1 85.0 1 ��Ivra &u Mean 2.0 .0 ,,`��.#•e.a `frdo' ft Code Q8.16f- � No tes : 1.) SEB SHEET 9 FOR GLAZING TYPES, DETAILS &simcoNE OPTIONS. ¢° °p .. N d ' * ' R.)STANDARD SILL.USED ON WINDOWS WITH +70.0 DP AND BELOW %/ %/ %/ • 14 .1 (WIID)OWS WITH GLASS TYPES 'A, B, C. & D-) %/.� i/.� �%� N41 • wiC,• 20 SSffLL RISER - OPTIONAL 9.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP '/•�' '%�' %�' 1 \ APPLIED WITH SILICONE (WINDOWS WITH GLASS TYPES 'E, &F') AND +90.0 DP MAX '/I 1 1 FOR IIP ABOVE +70.0 PSF 5� ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD &SILL ON 1� 2 (+90.0 DP MAX.) •..... ' WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET S OF 10) \` i .air $$I Ali w 4.) IN THE SHVHZ.THE LG EXTERIOR LITE SHALL BE TEMPERER.on ol INSTALLED ABOVE SOFT. xox- u"-F,"aI uw DESIGN LOAD CAPACITY(PSF)-XOX WINDOWS With Equaf Lite(1/3-1/3-1/3) +/-Pressures(pso 0 -1 a PRAME_SI7;E #Jamb #H&S Glass Type"B" ("2) Glass Type"C" ("2) Glass Type"D" ("2) Glass Type"E" (•3) Glass Type" G"F"("3) Glass Type" ("2) o a 0 - WIDTH HEIGHT, Anchors Anchors +psf -psf +pef -pef +psi -pef +pef -psf +psf -pef +pef -pef m m 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 M s 72 24 3 9 80.0 80.0 80.0 80.0 85.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o a.• b 84 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 36 3 7 70.0 75.0 70.0 75.0 85.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 36 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 36 3 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 $d g 60 48 4 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o 72 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 1 75.0 84 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 01� 60 60 5 7 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 0 72 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a o 53.125 26 3 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o 53.125 38.375 4 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 1 75.0 a x 53.125 50.625 4 6 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a o z 53.125 58 5 6 - - 52.0 52.0 65.0 1 75.0 65.0 75.0 52.0 52.0 65.0 75.0 N 53.125 63 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 CO a 74 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 x 74 38.375 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 LQ 74 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 1 75.0 52.0 52.0 65.0 75.0 79.5 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 s 79.5 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 g 79.5 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 83 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.=07,5,0 84 26 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52. w84 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.84 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.84 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52. 084 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52. 0 �1idl0lE8E17101�Fr, PRODUCTRAVIliBD n4 Ef3� escomply/ngaOHlholRoMde �s .•••"'•••.,'11,%`, Notes 1.) SEE SHEEP 9 FOR GLAZING TYPES, DETAILS & muco E OPTIONS. AwepEm=No 08. y-::j- 2.) STANDARD BILL USED ON WINDOWS WITH +90.0 DP AND BELOW on (WINDOWS WITH GLASS TYPES `A B, c, &Dry \�• ��. ij/ r ` SILL RISER - OPTIONAL vtsanilbaueP�uct otrat 20 0• 3.)SUL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +90.0 DP %�' 1 APPLIED WITH SILICONE � o (WINDOWS WITH GLASS TYPES -E. & Fry AND +80.0 DP MAX. �� 1 I FOR DP ABOVE +70.0 PSF ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON I� 2 j (+80.0 DP MAX) ;�'• ' WINDOWS WITH DP ABOVE 90.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES -A, C, OR G° INSTALLED ABOVE SOFT. ♦ et1 t ��`�+� IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. Xox _snual L+Es �� e f7PEEEEE1E,l d /' 11 ALU1INl1M 0 l2 x 3/4'S.D.S. HS-8700 FLANGE FRAME WINDOW BILI, OF MATERIALS SEE MULLION APPROVALS FOR FLAT NERD.PHILLIPS qq 4 MULLION TYPE,SIZE AND MAX. (SEE ELLW AST AT SHEAT 82 1 I PART�i 8EQ0. DBBGRII"PION BBMARBS c i Q FOR AU1%.FASTENER SPACING AND (Ez�7 08 DESIGN PRESSURE LIMITATIONS. DP TABLES FOR QUANTITY) 1 L-7703 l FRAME HEAD 6063-T6 ALUMINUM S� 8731 (ALUM.0.078'LUN.THICK) — 2 L-8701 1 FRAME SILL 6063-T6 ALUMINUM y mew3 L-7701 1 FRAME FXA JAMB 6063-T6 ALUMINUMiiipm ` I NOTE: E LOVER'PRESSURES OF TBD OLA69 W N-TYPE B THE WIN Y OR MULL SHALL GOVERN RdTTERIOR 4 L-7704 I FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM 5 L-7705 I VENT METING RAIL 6063-T6 ALUMINUM o It�1 Glass D>Iemt�[�r nxTAM uIINNAYe m c 1 1/8'AM-4LED TA.ASS 6 L-7707 1 VENT TOP/BOTTOM RAIL. 6063-T6 ALUMINUM v 2 OAW PLASM INTERLAYER S�Br,y ABAfE 7 L-8703 1 FRAM VENT JAMB 6063-T6 ALUMINUM i � � o 3 1/0'ANNEALm GLASS Gun 8 L-7706 L VENT JAMB LATCH RAIL 6063-TG ALUMINUM Z§z ON -TYPE D 9 L-8702 1 FRAM SILL TRACK 6063-TS ALUMINUM a t',�lt GLASS DBBCIaP1TaM D1RAm IAWNATB DAN 10 L-8705 L FRAM SILL RETAINING CLIP 6063-T5 ALUMINUM � t UB'HEAT-Sym BUTACITE PVB - It L-7708 AS REQ'R GLAZING BEAD(3/8') 6063-T5 ALL94D M E I uw PLASTIC INTERLAYER —_1 11,.0upim, 12 FS-066 AS REQ'D, FRAM ASSEMBLY SCREWS 08 X 3/4'PA PHILLIPS ► Lo.. 3 1 I/8'WAT-3TRENGHTENED MASS EXTERIOR GRADE %VMDOW FRAME 13 FS-040 AS REGIA INSTALLATIGN SCREWS 014 SMS F.H./PHlI- TBD GLASS COMPOSMO -TYPE B PERIMETER CAULKING EXTERIOR 14 L-753L AS REQ'D. VINYL BULB 1/4' DIA.BULB 03033 a z mmGum Blocamm gumIALDNMTB DIt6�PYN0N 15 PVS-003 AS REQ'A FIN SEAL WEATHERSTRIP .187'w x 230'h � C I IM MEAT-ST�NNED mREMASS ®2 FRAME MULLING DETAIL spFLovKEEPS/sE 16 PWS-005 AS REQ A FIN SEAL WEATHERSTRIP 197'w x.350'h 2 DM PLASTIC INTEPLAYER - ' ' GLASS 17 PWS-OD9 AS REQ% FIN SEAL WEATHERSTRIP .187'w x.310'h pY O 3 D 694N 18 L-7711 AS REQ% GLAZING BEAD C INSULATED) 6063-T5 ALUMINUM OLABB COMP ODI-Tm F EE MULLION APPRE V�� 19 PWS-001 AS REQ D. PILE 8 GLAZING BEAD 187'w x SSG'h 1T9Dt oless DMBQRe7TO1P DSYAD. IAYRNAYB DASCRIPT'taN DESIGN PRESSURE LDOfATION3. 20 L-8706 AS REQ'D. SILL RISER ADAPTER 6063-T5 ALUM.-OPTIONAL iy q t Ue'WMALED GLASS NOTE:THE LOWER PRESSURES OF A� BtrtAC[TE PVB 21 L-7539 2 VENT EXTRUDED SPRING LATCH 6063-T5 ALUMINUM W O e IM PLASTIC GLASS AYER THE WINDOW OR L1ULL SHALL.GOVERN 22 HC-07-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON N � 3 t/6•ANnEALED GLASS y Aa4Y 1/4'MAX. 12 S.D.S.%1 1/4°L IS SHIM (SEE ELLWADon AT s1�ET 12 23 L-7523 1 x LATCH LATCH SPRING STAINLESS STEEL .� ,Et` INTERIOR FaR ANX FASTENER SPACMo) 24 r 2 SILL/JAMB JOINT GASKET 1/16'CLOSED CELL FOAM DO rk25 FS-041 2 SILL RAIL ASSEMBLY SCREW 08 X 2 1/4'P.H./PHIL. Q ffff ��- 4 26.1 HC-044-1 2 WEEP FLAP &BAFFLE r (IPTI@iS4 262 HC- 1 X WEEP OPEN CELL FOAM PAD I/2'X 1/2'X 2'L cn ww Comm em D s73t 27 HC-040-1 2 SASH ROLLER&HOUSING xSCIUME-MMIEHy 33 aria•-�— Tfu m SPwTmm 8 28 HC-026-1 1 SCREEN FRAM&MESH x a INSULATBDm1ANd ATRD QLASB COMPOSITION TYPE A 29 r 1 ATTACHMENT SCREW 8 CLIP 0B X S/8' S.D.S. a&G otess D>teoRmTmN nBYAD. Te1nNAT6 SS-- 30 HC-058-1 2 VENT SWEEP LATCH MDLDED NYLON I VW AMiEALED GLASS _ 1 31 HC-05I-1 E VENT SWEEP LATCH DIE CAST DISTAL 2 SAW PLASM INTERLAYER w(� .u, SAFLEx PVB PERIMETER WINDOW SAME NOTE. r15 L-8830 X Anchor FRAM SILL ANCHOR CLIP 6063-T3 ALLINWIM 3 US'ANNEALED GLASS '(T' BYE'SLLUTtA' SEALANT 1.ALL STEEL IN CONTACT WRH of a 4 U4.OCULATED AIR SPACE I� EXTERIOR ALUM.TO BE PAINTED OR PIATEO. M 2 LAMINATED GLASS See DetnRs 8 Lit of sheet 9 8 t/8'ANtJFLN.ED tR.A38 M yua7 2.METAL STRUCTURES:- ■ AS RE0'D. GLAZING SILICONE See BetoOa 8 L.H.of Sheet 9 A)STEEL:Fy=38 KSI MOI. 13PTMAL AS REQ'A COLONIAL FALSE MUNTIN ALUMINUMINBULATBD UNMTBD ON TVP$C (STEEL 18 Ga ADN.THICK-0.048'B)ALUMINUM:G=-Ta MNN. SM-5504 AS REQ'D. JOINT SEALANTANNEALEDIDY m GLASS - I t 'TB (ALUM.0.078'MIN.THICK) ■ AS REGIA PERIMTER ACRYLIC CAULK t7SI PDLYSEAMSEAL a 2 SAW PLASTIC INTERLAYER m U4' PVB METAL 4TRUCTURF ATTACHMENT DETAii• �, 3 1/8'ANNEALED GLASSBr' T' 4 U4'INS"Tm AIR SPACE 8 1/8'ANtiM0 GLASS M ' '�Lg�CL�T L t ter 3.�a)/`P' ITNIIIATRID LAMIIA COMPOSITION t) g nm gum DESCRIPTOR =AM IAUWATH D1INmIIDNBB /.t?�,a t I/8'HEAT-STRENGHTENED GLASS _ - 1 ••� o 2 4A90'PLASTIC INTERLAVER ® .V4' PVD tv 3 t/8'HFAT-STRENGHTEM GLASS Er'Dvmff. 4 v4'INSULATED AIN SPACE PRODUCTRRVL5DD c C7 6 V8'ANNEALED GLASS dO JJJ as complying wididw 144 da *0 WINDOWS WITH GLASS TYPES'A.C,OR G'MTAL.LEO ABw4E SOFT. ADcoehwcads ptimwNo IN THE HVHZ.THE L6 EXTERIOR LITE SHALL DE TEMPERED, GLAZING DETAILS AND OPTIONSINtt g�ty`� q O FRAME HEAD FRAME FIXED JAMB LICE TRACK FRAME h o i L-7703 i8S0 L-7701 L-8702 � iC FRAME TOP CORNER a6e I a h J ip m 8.643 4 SILL,RETAINING CLIP ase L-8706 I _ e6$1 FRWE MO g$ O 10 VM ma RAIL a6 nz LRsRpjj IA39 FRA41f JAM9 t_h FRAME SILL FRAME VENT JAMB L-8701 L-8703 iA S6 A� e.000 ® o O J6, 2 z FRAME BOTTOM CORNER mem t„t VENT TOP CORNER 0 74 VENT SPRING LATCH '\ W SIL a Aee T L-7639fu a68 \ r 0 0 A 3 um \ vier LOCK twL �Ul —Jso VENT INTERLOCK RAIL FIXED MEETING RAIL L-7706 L-7704 VENT TOP/BOTTOM RAIL 5 � O L-7707 O p SILL /MEETING RAIL FRAME S q .068 .mL37y VOBOTTOM CORNER 8.068 aye $ FRAME & SASH CORNER ASSEMBLY DETAILS VENT JAMB RAIL. SILL ANCHOR CLIP BILL RISER L87708 L-8830 GLAZING GLAZING BEAD L-7711 BEAD AL-88706 ♦�♦♦y♦♦ ip�33 � O 32 L-7708 18 20 0- U. 0� 4 6'I.il n Ja 11 y N 0 w �® --asa ash V 5D im PRODUCTRIMSBD f— ij so as oogdy0*with aw Ploddo��ryry ((�� ^(�( N'c.•� 8.794 Nuilding C6do ��GT. l�� — •• 0 • P♦♦ i.83S J73 —.77.3— aso � t!!!tlli40i4♦44 ..M d Rn uG COMm A MIAMNMIAMI—DADS 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)3152599 NOTICE OF ACCEPTANCE (NOA) ,w.miamidade.eov/economy. Lawson Industries,Inc. 8501 NW 901"Street Medley,FI.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" 81-0" Outswing Glazed Aluminum French Doors--L.M.I. APPROVAL DOCUMENT: Drawing No. FD 2003,titled "La Porto4mpact French Out-Swing Door", sheets 01 through 06 of 06,prepared by the manufacturer,dated 12/12/02 with the latest revision"G",dated 04/15/15, 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�a been no change in the applicable building code negatively affecting-the performance of this product. - _ Y�_ TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change's 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 wards 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.13-0328.11 and consists of this page 1 and evidence pages E-1,&-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No.14-0908.07 IAM OADE COUNTY Expiration Date: June 05,2018 "'In, ' �� ` Approval Date: May 07,2015 Page 1 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 Porte-Impact French Out-Swing Door", sheets 01 through 06 of 06,prepared by the manufacturer,dated 12/12/02 with the latest revision "G",dated 04/15/15,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. HETI49 2623, HETI49-2645, HET149-2624 and HETI-09-2646, issued on 10/22/2009,signed and sealed by Candido F.Font,P.E. (Submitted under NOA No.]0-0128.04) 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 HETI44-1897, HETI44-1896 A, HETI44-1896 B and HETI-04-1377, issued on 03/08/04 and 03/12/04,all signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under NOA No. 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 HETI42-T090, issued on 01/13/03, both signed and sealed by Rafael E.Droz Seda,P.E. (Submitted under NOA No. 03-0219.01) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0908.07 Expiration Date: June 05,2018 Approval Date: May 07,2015 E-1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED 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 20294 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked=up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02-1253, HETI-02--1726, HETI-02-1728, HETI-02-1736, HETI-02-1742, HETI-02-1763 and HETI-02-1765, issued on 01/14/2003, all signed and sealed by Rafael E.Droz—Sella,P.E. (Submitted under 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. (Submitted under NOA No.10-012&04) 2. Glazing complies with ASTM E1300-9$/04 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Kuraray PVB Glass Interlayer",expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,.Inc.for their "Kuraray SentryGlas®Interlayer",expiring on 01/14/17. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(NIA) 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, no financial interest and compliance with the FSC 5th Edition(2014),dated 09/02/14,signed and sealed by Thomas J. Sotos,P.E. 2. 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. Sotos,P.E. (Submitted under previous NOA No. 12-0127.23) Jaime D.Gascon,P. . Product Control Section Supervisor NOA No.14-0908.07 Expiration Date: June 05,2018 Approval Date: May 07,2015 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 10/22/09,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 HETI44-1897, HETI44-1896A, HETI44-1896B, HETI44-1377, HETI-02 T095, HE, T090, HETI-02-1253, HETI42-17269 HETI-02-1728, HETI42--1736, HETI-02-1742, HETI-r02-1763 and HETI42-1765, issued by Hurricane Engineering & Testing, Inc., dated 01/14/03 and 03/08/04, all signed and sealed by Rafael E.Droz--Sella,P.E. (Submitted under previous NOA No. 05-1116.06) G. OTHERS 1. Notice of Acceptance No. 13-0328.11, issued to Lawson Industries, Inc. for their Series "La Porte 8'-0" Outswing Aluminum French Doors — L.M.I.", approved on 06/06/13 and expiring on 06/05/18. Jaime D.Gascon.E. Product Control Section Supervisor NOA No.14-0908.07 Expiration Date: June 05,2018 Approval Date: May 07,2015 E-3 IMPACT YMCH OUT-SWING DOOR DDT,GP MAATERIAIS 145 Va•Mo.UnIt WkKh I=I =1/0 PART f I=. D SCIUMOlt Sldeltte maker epaal■B Swing Panel VkMh ee Panel VMth 1 L-9m LB-09B 1 FRAME HEAD, 6063-T6 ALUM" C 33 13/16' max. ) A ( 35 3/16' max. E L-902 LI-097 l FRAtiE SDl 6063-T6 ALUi1D�01N -�- 3 L-9ai 1.I1-090 2 FRAME JAMB 6063-76 ALUMOgM 5' S• 0 8• 4 L-904 LII-096 - SIDELITE JAMB ADAPTER 6063-TS ALUNGMIH T 8 L-906 LI-092 2 x Panel PANEL TOP&BOTTOM RAIL 6063-T6 ALUMINUM _ B 6 L-907 LR-091 1 x panel HINGE STILE 6063-T6 ALUMINUM OPT N.7 AAS T 25• 7 L-905 LR-094 I x Panel LOCK STILE 6063-TG ALIIONIM 3 a / \ Max. ]OLD Midt O L-909 1.11-095 2 x panel TOP&BOTTOM RAD_ADAFIER 6063-TS ALUMINUM 9 L-911 LI-083 AS REa•D, 1/4 ROUND ALUK READ-7/161 6063-TS AI DI" NC •q a rn 10 L-912 LI-087 AS REG'D 1/4 RAIDS AIM.BEAD-3/8' 6063-TS ALUM" m � It FD-624-2 L-908 2 x panel HINGE LEAF ASSEMBLY 6063-Ta ALUMINUM azl to axl /I: / %/�/ j/v/ \ //.r t W 12 S-001 TP 3286 AS REGD. 1AAb Vliyl Wta'p,-Tenn Plasties,Inc.See Hatertal Composition at Sheet sGO 13 PWS-001 ■ AS REGIA WT".8 TDP/BOTT.RAILS Schlegel FS-.107-wX.210•h a g Active Inactive Tei 14 Pvs-We . As REMvrSm.a FRAM HEAD&JAMB Schlegel PB^J87•■.X.330'h. 6 1�, g a 19 L-910 LII-089 2 x pmol STRrK R FimM M PLATE 6063-TS ALUMINUM p-,:r' I j Sidelite c°`t 16 FD-619 FD-619-1 2 x panel STRIKER PLATE 6063-T5 ALUMINUM m 3 a \ / d 1 17 FD-631 1.1-1186 AS REGI. GLANS ADAPTER 6063-76 ALUMINUM 18 He-001 SF- E x Panel DELTA FLUSH BGLT (8 @1 TOP&8077OF LOCK STILE) °•� %/%/ �(/: / ff 19 FD-621- /029 2 MC-024HC-024/029I SET D® OC R LK/DEAD BOLT SET KVIKOM SET-Series 6907 CBO 40 1 / //. 20 FD-621-eMC-0244M 1 SET MDR LMX/LEAD MILT SET SaaADE-Series FI3s0 COMBO /, Sid to 21 FD-621-2 HC-024/029 1 SET DOOR LICK/DEAD BOLT SET DEFIANT-Series 631 CQMfIO 22 a FS-033 AS RWD. From Lx;tall.Screw-Head (Sae Notes At sheet 4 of 6) 13 2AT I'T S 23 ■ FS-035 AS REM From Install.Screw-Jamb/12I (See Notes at sheet 4 of 6) #A.1 24 ■ FS-026 8 FRAME ASSEMBLY SCREW B12 X 3/4•PH.-PHL 1 25 ■ FS-012 AS REG'D. JAMB ADAPTER SCREW BIO X 3/4'Pel.-PFO. 7 8 5' BG FI-634 LI-171 AS REWIL 1/4 ROUND ALUK BEAD-11/16• 6063-TS ALUMINUM 6, t . 7 27 ■ FS-043 8 GLANS ADAPT ATTACH.SCREW 08 X l 1/4'FK-PHI. ANCHOR NOTES. S4 oc V 4 28 ■ FS-049 2/Panel Bauble Roll Ammbty Screw 3/8•x2 1/4•Hex Screw S. 1. SEE ELEVATION AT SHEET 1 OF 8 FOR <at std@Ute) a 12 4•n 4 4�/2• 14 a 4 y 29 ■ ■ REM NEUTRAL CURE SILICGNE Schnee-Morehead SM-5731 ANCHOR O.C. MAX. SPACING AND LOCATIONS. nlc'�ve panel) tnnc"Ive panel) Z149Yn 2. SEE SHEET 4 OF 6 FOR INSTALLATION Berne enahar spaadag 30 ■ ■ AS REO'D. NEUTRAL CURE SILICIME Dow Cornf9 299 3. FASTENERSE ANCHOR SPACING® FRAME HEAD&SIU "02, O" EXTERIOR ELEVATION °t 0 xeaa&eDl 31 ■ ■ AS ROWD. NEUTRAL CURE SILICIDlE Tremca S- 32 ■ ■ AS REG'D. Laminated Glass sea Pg.5 Dupont-Sentry Claw Plus NOTESi 33 ■ ■ AS REG% Laminated Glass see Pe.5 Dupont-PVB 1.QVM n= SINM&MULTMLS PANBL4(SHE UWATIONS). NOTES: 34 ■ ■ AS REG D. Lonirmted Glass see Pg.5 Saftex-PVS 8.QVAL>i?11 B UMTS WITH AND WITHOUT SIDMXM 1).THIS PRODUCT IS DESIGNED AS PER 2014 FLORIDA BUILDING CODE-5th EDITION. ■ FIC-002 2/Ponel PANEL ASSY ALUM.PLATE 1 l/2'x&z 1/8.(6063 T3 ALUM) 8.MAX.PRAMS SIZE 148 1/2-w.X 95 8/4xh. OXRO 2).CLASS MEETS REQUIREMENTS OF ASTM-E130D AS PER CHAPTER 24 OF 4 EXT&INT FALSE COLONIAL MONTIN APPLIeD W/SILICONE. THE FBC 2014 CODE. 36 a HC-M 2/Panel Paral Assy Fug Langht Rod 3/8-Dim-201)Rad,Kate,Flange Nut a. QUALWM 81NGLE OR DOURLS BOTTOM RAILS 3). 1X OR 2X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPMY TO 37 ■ FS-M1 a HINGE ATTACHMENT SCREW 010 X 3/4'P.H. 'PHIL a.MAX DAnM OPENING WIDTH=86' TRANSFER LOAD TO THE STRUCTURE&TO BE REVIEWED BY BUILDING OFFICIAL. ■ FS-044 >2 SIpE1.ITE ATTAt00NF30'SCREW 0M X 1•PH/PFID.-07• Maze 7 MAX.DAYLITE OPRIODTG HEIGHT= 83 1/ea 4).ANCHORS SHALL BE AS LISTED,AND SPACED AS NOTED ABOVE AND ON 39 39 HC-0116 1/2•Dia.Hate Pl 8).SER RISVATION AT SHBBT 1018 FOR MAX ANCHOR SPACING BEYOND WALL DRESSING OR DRAWING DETAILS,ANCHOR IEDMEENT TO BASE MATERIA.SHALL BE ug-Nylon 6-6 MICRUPLASTICS-Rockwell M-79 9 ALL DDIMMONS SPECIFIED ARE IN INCA 40 HC-007 SUM7BGII 2/Pariel 7/8'Dia.Hale Plug-Nylon 6-6 MORDPLASTICS -Roelaelt N-79 10).NO RUHRICANE SNUTTRRS ARB REQUIRED 5).SEE NOTES 0 SHEET 4 OF 6 FOR DNTALLARON FASTENERS TYPE. 8).ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAIS 41 ■ HC-0111 S REG FLUSH BOLT SIR Plug^NytonMUNTI 6-6 SUNCUPLASTICS UMI Lie.Rockwell M-79 m Complying with die Flolfda 'ARE NOT PART OF THIS APPROVAL 42 L-913 LI-086 AS REG'D. 1/O FROUNDALSE FALSE ALUM,MUNTIN LOS'Xa ALUMINUM � BuildingCaN 0/10 O L•[MITATIONS: 43 ■ ■ AS RE0'a MT FALSE APPLIED MtItTTIN I.EB'X 022• STOCK ALUMINUM AoaCy7ta1)a0N /�/� 1).MAX.OP = *86 PSF W/ (4)Surface Botts&Glass Types A. B.C&0. R47 L-918 FD-623 AS RE071 FRAME HEAD SHEAR PLATE 6063-73 ALIOUNUH-41 long ' (SEE LOCATION DETAILS 0 SHEET 3 OF 6 L-916 LI-u7 AS REG'D, FRAME LOW SILL-IIPnaNAL 6963-75 ALUMINUM �y l 2).MAX.OP = *78 PSF w/2-Pant Look(aavve)+ (2)Surfoos Bats at inactive FD-635 H C-050 1 TWO-POINT FLUSHBDI.T LOCK OPTIONAL(FOR+/-76.0 psf OP) P Oal Gbatwt 3).MAX. DP = d:76*PSF W/Flat SD& must be used where water InfBhvtton to FO-628 FD-626-1 2/Pomat FLUSH BDLT GIDE ALM ANGLE 1 1/2'x 1 1/-'x 1/8'Alum.6063-T5 P not required 8 aPSF W is ullf-Pprotecin Hy overhang ratio grouter thou one. 4).tdAx. DP t68 PSF W/MuRI-Potts lock(1-oatNe)+(1-passWe) at Inaotkre FD-607 FD-627-1 2/PoW 2-Point Lock Bolt Guide ANGLE 3'x 3•x 1 I/-'x 1/8•Alun,6063-Ta■ ■ AS RECR Joint Sealant WtAtw Colored •Purvla Ca•Super Seat a , •jyg•.rQ EdiRavktm Notawp �Sl i0 Bavlsed W aamply w FBtEa04-11/01 0a 1/�@�18501 NW 90th St. FD-638 HC- t SET LOIXC ACTIVE HANDLE&TRIMSET ASHLAND OW31010-A ,228 1e Revised to am*w/M=07&added MEDLEY. FLORIDA 33185 81 FD-637 HC- 1 SET MULTI-POINT LUCK ACTIVE ASHLAND 0WWC-STACT5 ,& •• O *S humid"glass 01/92/10B (305) 890-8660 3e FD-640 .HC- l SET LOCK PASSIVE HANDLE&TRMSET ASHLANDW452MA-P MWtrPoint Look 01/87/11 MANUFA(7t7RSR Of GVALITP ALMMM 1172M0'S AND WASS MRS 53 FD-639 MC- I SET RULTt-PIMT LacK PASS VE ASHLAND sv5I0-STPAS4 = ¢' Revised to wmpv w/8010 FSC aaaa cava twI orlmmlP mnru/lroa a mac �Me E F .�'o Revised to w @014 ITEC Mau APPBOt•AL DaACT FREN6X Dogs I w 5 Da FD-641 HC- -x panel Musa Pant Lock Bort Gudde NYLON 6-6 Rockwell M scale 79 = q;: *�1Epn Asiana era■, a o is ie "LaPorte" Im act" French Out—Sorin Door 55 ■ FS- 4/"e Bolt auWa Attachment Fastener #6 x 1/2•Pet/PHI4 RIO•. e o Imp ace' FD-"2 HC- 1 x LOCH Lack Top Mount A&pter NYLON AWTERbnaA AV Nelson crew , 20 18 57. FD-643HC- 1 z Lock Lock Bottom Mourn Adapter NYLON ADAPTM DA et eat+�1 a� 'W"■,tau lava— °xenon°xamia° Fp-2003 &WA-I—&G 73 9/16'Nox U"It Vkflh 74 t/e.'Nnx We VWth 38 5/61 Max 39 SAV IM 7/8,Max WJt Math 73 YWth Untt Wtthh ( 3 P-6nx A T ( 33P116x� A T 0 A T �• A) I EW x I a A I x RMii I Nax»< %Ad I ' C D/ X" F/ .. .%� s r/..✓ I /.. rl.. I s L r/.. I s r r/.. II IdI1 �� x � xP n II u g'a m R Inactive ,. Aoft}Te v as A IT71L® I I I -- - - - -- - A EGT T T AT EVAT8 A(�IEETLT of "0X0." ELM "n" ELEVATIONS "OX" ELEVATION "X" ELEVATION "0" ELEVATION "S I&B LT S'"t"°`" APPR ED CONFIGURATIONS SpEpEO ALTERNATE 90I.T SId.t1t. D of0IN R VEL7 ss Po�W wum Por,µylyth 'LaPorte"Dll•A 0 DOOR-DOGION LOAD C6AHT ( 33 13/16' Max., ) ( 39 3/16' Max. A PAFOD.!011'8 NU103BH OP PANBI. DP P88) 1. ALL ELEVATIONS ARE A RIOR SIDE. REPRESENTATION .VIEWED FROM THE EXTERIOR SIDE. Ad'PUBL OF OLA88 TSRB�D'MR 04158 OIA89 OLA89 2. FALSE COLONIAL MUNTINS ARE APPLIED W/SILICONE (� ) ANCEIM•A•&•8• TM•ll'TM-V"FE'D' AND ARE AVA¢ABLE AS OPTIONAL. 1IDTH• 86I08T• /1488 +/-(P88) 1ODT8• +/-(PSP)+/-jPSF)+/-(PSt� 3. PMIELS ARE AVAI,LABtETtI SINGLE BOTTOM RAIL BS OR DOUBLE BO1TOtd 141/41 9 ±86A tl 3/16' ±76A ±76A ±760 Max, 4. OUT-SWING DOOR WITHOUT INSECT SCREEN. ib 1/4' S +86A 17 3/16• ±760 t76A +76.0 22 1/4• 77' S ±86A 23 3/16• •±760 176.0 ±76A m$ C �• JACO/ie R \ D • 281/4' xM) S ±86.0 29 3/16' ±760 ±760 ±76As s� r�I,/ r/ //' 30 1/4' S 186.0 31 3/16• 5760 t76A 1760 3•L4' 9 ±BU 39 3/16 ±76A ±760 ±76Ax� i�, 6 ±86A 113/16' +6A ±760 ±760 CtAve $Ei pRODUCl R%vhb dw� ��pI l6 1/4' 6 ±860 17 3/16• +76.0 ±76A ±760 dingCad° 8 22 1/4• 93• 6 ±8&0 23 3/16• ±760 x760 ±760 II /$ �pUg�g A P��HD r�DAD 28 1/4' � 6 ±11" 29 3/16' ±760 +76A ±760 V I ® ••,� 30 U4• 6 ±q&O 31 3/lb' ±760 ±7&0 ±76A Itll « 1• 34 1/4' 6 ±8&D 3S 3/16• ±76.0 t7&0 +760 n •OPERABLE PM1EL tOL4T•4EET APPiR'AOLE REVARAORS PER MUG COM. - tt B uTHOMAS 7.So= •0 PANROM 98 DWAIE5 I OF A MiM AT MIS JADE. • p .,. �, Revleton Notest �� •�,• • 3F°'•�(D''., Revised to amply s FBCB004-li Ol 02 A �/®/ S 01 A/ 8501 NW 90th Si. 5.226 rr ftdoed to comply v/FHC2007&added ��77JJJ1111�LLLL 9® V MEDLEY, FLORIDA 33166 SEE ALTER111TIE BOLT 305 696-8600 p1 4 : ted Glass Ol/=/!0 D I sof 8 AT MEET ± * 7Abl,,A Matt-Potnt Los1c 01/07/11 "QUO" ELEVATION �'/ lw7m•AOPunse OP QII47JTYdLO41QTDA toss exc Aooas „— ;0:a Revised to amply a/2010 MO Owo M A•A at® Rods ACF 8••t••CH Do 'M- ANCHOR NOTES: i • F •�� Qom s 2014 t� NOA APPROVAL " O�An FRENCH DOOR 2�s 1. SEE ELEVATION AT SHEET 1 OF 6 FOR '•,� .,�o R w,�'vw" Nelson a of MON La. Porte Impact French Out-Swing Door ANCHOR O.C. MAX.SPACING AND LOCATIONS. 7- 4 OF 8 FOR INSTALLATION ,.j q��\. aea �P Nelson&. 1,01/2076 1YPES. DA e j LOt15 ea°u'mt a pp'sum ora aro swan FD-2003 ZI—b G n6'TNMA1PPNCDNgVgU / Q/C NOTES ff&FOR SPACM 116'' A El48EA 2 x CPT,) D SUCK INTERIOR SIDE I x('.T.)WORD SUCK SEE ELEVATION.AT 1/4'MAX SHIN TYP. _ (SEE NOTE 3,SHEET 1) SHEET 1 CF 6 FGR SPACING ' 3 4 3 LOCK STILE 3 4 3 :•" JAMB MULLION 19 20 21 15 16 MULLION JAMB :.L:.• a•., 46 38 6 17 27 12 386 Active 7 7 inactive 6 12 6 17 6 38 •. 33 SldeOte 39 36 17 Sitleltte 12 !n�,Y�. 1 1/4'MIN TM7 D s. 1/4' ;,:. 1 Edge once • ;Z�-: DLO Width O t 4 17 18 ..• ` Pcnel Width11 27 12 9 10 it 14 9 10 14 E EXTERIOR SIDE 7� MAX MIN EMBED. O D a O D cz .• I TYP O .O O UNIT WUITH MIN EMBED (TYP.) 1B ANCHOR NOTES: Active eIDB D94BR[aR�B 1.SEE ELEVATION AT SHEET 1 OF 6 FOR - Inactive Active Inactive 1 ANCHOR�O..C4 M�AFX. SPACING AND LOCATIONS. { Q 8 16 . 2. F�4 OF 6 FOR INSTALLATION E3 �� 16 4 I 18 I s uv � Bar�oB BmD I Active Inactive g 17 L_JG OPTIONAL 13OLT 0 TOP RAD RIUM110111 ME LACK 9TILE.4 WTTR FLUSH BOLT LOCK STII,EB WITH TWO-POINT LOCK & FLUSH BOLT m g tso6, Active Inactive Pom / g / 13 A5 MINA D GL S 32 33 34 io 7aorl' !�•�/ ij�/ 12 1/� �q{ 17 1 le le (*) OPTIONAI. SILL 0'M(tl EMBED.INTO 28 1"�''C �• 3500 PSI CONIC.CTYP INTERIOR SIDEJ 18 EXTERIOR SIDE 16 OPTIONAL BOLT ® BOTTOM Ren. 1 1/4' VE'MI ENSM v/ <SEE DETAIL E3 FOR MOUNTING LGCATDIN) .EDIT 0m') 23 5 36 Two-POINT MULTI-•PAINT FLUSH HOLT &•' W FU2 Sal NOTE. 2 MAX.OP-*78 PSF WX DP-*86 PSF TWO-POINT LOCK LDDTATIONS: MM g SIDELITES WITH THIS SILT.TO BE 95 1/4'MAX FRAME HEIGHT. 13 12 OPTIONAL. LOCK DF,'U65 I). MAX.OP - t86 PSF W/(4) THIS TYPE OF SILL 15 LIMITED TO t/-76.0 peF DESIGN LOAD AND Surface Bolts & Glass Typee A.8,&C. MUST BE USED WHERE WATER 1NFILIRATIM IS NOT REQUIRED OR THE 22). MAX.DP ED&76 PSF W/2-Paint EKTM=OPENING IS PROTECTWITH AN EXTENDED CEILING OR RUOF 2. T J.80 OVERFIANG GREATER TNAN OR EQUAL M THE HEIGHT OF THE WALL �Rl PBO Lock(ao&e)+(2) Suffoas Boge O In acOve WHERE THE Dffi!R'iS LOCATED. SILL �.He ght o j. ®,. Revision Noted ;!:..pyx,.. .i:. .'.•+.°4 W� °N$`•,d oaa Revised to amply w-7-`ffiE-=-o-4--- LA 117o-1W ON 8501 NW 90th St. '�'!?:F:x •h: l° } '� "e N to comply v/FRMOT&added S MEDLEY. FL0=33166 1�'•MIN EMBED.INTO •. " •d• f,T. 3300 PSI COME.(TYP.) *' 0 6$22$ •' •� Insulated Glass Ol/BB/!0 a (WS)306 898-8860 AWand Molt-Point lock 01/07/11 1fAMWACPMRBO OF QDAUTY AWAMWf MIMWO AND MASS DOORS 0/16•rum TAPcoN V/ PRODUC1'RBVISED (i:: Revised tocomply w/0010 PBC Dlaa ofma ran erem Aon masmye gaaa/ym a taw ms)fr 1 Ile 3 1/8'MIN Elam as compIy71 wiib ilia Florida Z . i: Revised to nom w 8014 PSC Nak APPROVAL OiPAOT FBENmi DOOR 3 OF 8 GIN,EDGE am.) CttE SHEET 1�6 � • ASE OF • FDR L8CA770N AND •{`/' �+ a a fl Q'r .0 �r =,� Nalaan Braaa of le la La Porte Impact French Out—Swing Door O R�p°�C}'gas" wmm.elc mr. ltl Gl OPTION - DOUHLE BOTTOM l N.U.�0 01 18 `�/� VAD. DSTAII Prodnatxmml DATE �{lyet 6 e `mt e. r�aa, a,vmw S�.r Fp-2003 8n 0'�'tr G 5/16g•�TAAPPC133EMIM NN�gW/ 5/16•TAPCGN W/ BELOW FOR b'PACINO INTERIOR SME 1 x(P.TJ WOOD DUCK S E ATMN AT SHEET 1 OF 6 IM SPACING 1 x('.T.)WGOD'DUCK CSEE NOTE 3,SHEET 1) -+; CSEE NOTE 3.SHEET O 3 3 INTERIOR SIDE `: 3 INTERIOR BIDE c ;: 3 ;•j.�; 3 19 20 21 JAMB ` ''` 19 20 21 LOCK STELE to 21 LOCK STILE a+ L STILE :x" •'t x' � 48 30 31 B 23 '+" •r' •,,; +« B 9 31 �• '" r t6 4, 8 7 15 ,:"` ''?r i•. gg t2 8 t 7 ••., 7 ••� 0 Active 38 7 Inactive •.'i'�., y*•��« .+..' Aetive Active dw t•t/ �L 1 1/4' �•'.~ •�•Vii• 1 1/4• ?.�• t8 a Treaa )>: 3 9 to :f�, 'c TV. 7 17 t0 .,•-�. 11 12 E 1/4' i t 3 1 •.�rusEa) � 1 t O O NAX SFtIDt O OG2 2 Itma.'�J �("_ _I �• � G rrP. EXTERIOR SID UNIT WIDTH MIN EMBED UNIT WIDTH ERfERTOR BIDE (TYP.) EXTERIOR SIDE Vr 50 51 DsRIOR SIDE 9/16•TAPCON W/ 3/161 TAPCON W/ LOCK STILE 3 EMDEL 1 1/4'HIM. ' E�p�,p, q 56 57 „�.M.•.•.,: <SEE NOTES Fill SPACING) EDGE DIST SEE Ftgt SPACING `•t,C„•::�' 'T;{„Y)..:: 19 0 21 MUWON D3TgRIpR SIDS Active 7 •;. 1�• 1/8'HIM .r?:•' '•i'a;",.. '.`;ir'; 1 x CP.TJ WMD BUCK 9 30 31 7 46 38 6 TV LOCK STILE MIN.ENDEDAT •.•!M••. •,.. •r:y;..• (SEE NOTE 3.SHEET ll 12 TTP :e' ar I AcVve Sldellte 11/41 MAX 1 114'MAX SHIM TYP. 171Rf61OOR HEAD s SHIM TV. HEAD 9 10 INSTALLATION FASTENERS NOTES: 13i 2 13 12 "1X RICK'MINIMUM REQUIRED FASTENER LENGTH A B 12 Al 8 En=OR SIDE 14 HEAD:. 5/16' X 3 1/2"Long TAPCON(• 38 Skte6te O JAMB: S/18' X 2 3/4° Long TAPCON�•) 5 AtRIAte, nt Scree $ (6 Screws 9 each side of Jonbs, MULLIONS:6/18° X 2 1/4 . Long TAPCON(*) 12 total per sldellte) (�)TAPCON BY"RICO IILTRACON' . R47MOR SIDE '2X BUCK'MINIMUM REQUIRED FASTE(N)t]t LENGTH - PRODUCPRRVISHD 50 51 IN,fSRIOR IDDB 52 53 IAMB: g%t6' X 2 t/4 g TV=(.) V=() = 9 10 LA A GLASS 0-6/ as oa>ePirin8 w0h tho LOCK STILETAPCON(*)• 4 8i �, Q MULUONS:5/16° X 2 1/4' Lang _ w EXTERIOR BIDE NO r 0/,nO .O 56 57 A}YAt+cON BY°RICO DL7mncoN° Active 7 7 AT SILL, 5/16'TAPWM a/1 1/2'MN. EMBED. � Inactive IMO 75nn PSI C^RL^,.MI41 R4TERIOR BIDE m 1 — Control11 ,gg ALL FASTENERS W/ 1 1/2'MN,EMBEOMEM. 17 I IY xwc )GE DISTANCE H y-1 MNL SHIM SPACE JI' ANCHOR YIEULTIMATE TE Sr0TH Fy�1-17 }7 r•�t� ANCHOR ULTIMATE STRENGTH Fo=1771�f EXTERIOR SIDE t6 5 tRlTRRIOR AIDE Lt n4 12 •ALL TAPCON LBNGTRS V BFRCD=ABR MRi1WW 2 2 PBOFEB 10 . {=SMA71ON AT 8ffiT I of 6 MR p ANCHOR M=SPACING AND LOUT10N3) 13 1 13 12 —� ♦ Ap�� Revision Noteas B 23 B 1 3 ftl J- oa.�� •NSF•;�tlieii RaNead to comply a H8CE004-11/01/615, 8801 NW 90th St S2tt B• 0 Rovffied to comply s/FBCD007 a added LA C Y S 0.AVT MEDLEY, FLORIOA 33166 O Hal lht O at •• 0 58226 p ted Gloss 01/20/10 8 I (305).698-86W SILT- •;s.t 9 SILL "fit .°1r a Ashland MoU-PWM Lack 41/Dr/11 AURIWACTUABR OF aUeuTP AWYLWY lM M AMD DUBS DDOR.4 Raised to comply w/2010 FBC �'� •y.»,1 a";. •'.: 7 '•s:G;r,f Y� mosmw sa+.damw nw1 • Z i w Refined to complyW 2014 PBC HOA APPROVAL WAOr DOOR 4 0 t: "I MIN EMBED t: ° E OF d!e^ g eri n �r• �•S, ,.+= '+ ,M mar ! ri�,,y..e• :••,••i• +,}. TYP ,, ;Y•i :��•./;: �..j. +;tom�•�PStD 1:?,�00� Nelson &no Ol 16 15 La Porte" Impact. French Out-Swing Door • 111 +'MIN E BRE'CDDN W/ ' (TYPJ ,,��' Q`�o✓� �.� wamn aY+ Natsox.Eraao 'p1 R0/18 1 1/+' '''ggq,��pppgg Santa Wirmr Aumr6m Aamfas FwM.n lhwt°n Z-1,O plgtl tSEE SHEET 1 W 6 FDR SPACWdRM ) +'„ e.t.a. FD-2003 sealTE ATTAn1e711 °01E GLAZING TYPE & DESCRiPTI0N9 1a v4 sroavr 932 — INTERIOR SIDE AwnsLr Samve sae ..-.� ,7 Olesleg Adepten 1,,,,. 0 A d Du ont-GLas a "e"S/4•PamML. �O alHiSillg er�t rm)r WAM as vFw,Na FARE w Depth 2B 31 1 3/18•Arvisded / e ----� ""'- a AMwld aMe6• -- -- laminated Glow 0 laminated Glass b Du oat- lase T a"H" ATAPTSl� - b RDI VESCIU!!ON DSGII. 3.1 ani 9 Daponi 19 9olntla Dine Types 6', 'B'or'C' _T SIDMM JAMB ATTACHMENT DETAIL (SEE TABLE w ) !re•�n1atl { FRAME ASSEMBLY DETAIL GLAmm TYPE a DESCR P t/a Houna a 090•puPmrt Pva[stens GR.I"a 2 4 Head 0 10 3 �'Amaraled aa10'J a"LT4"0D � MMMOR SIDE ted Glass Solutio - Glees e C e GLAZING DETAIL it D7s�slolt SILL SEALANT SMAR T Neat-saanstaened GlW xmF,IPJ OFR TO BE sEAfEO smug m ML /LUT DOOR e 4�P"Nterm yer �REIDVE ODERMAL 3 1/6•Nast-Strengthaered Gloss a34v THRUM 3AP M& ,OOlsW g Adapter IINTERIOR SIDE GLAZING GLAZING TYPE & DESCRIPTIONS MMiE ATTALMIENT (.�C� > Luo_ „ 4 0/1e°Jamimted Olein e ' .940 o A Lemtusted a Solufla-Glass a " � m HINGE ATTACHMENT ` (SEE TABLE W/� TNG i�x n>�°rION DsrAd —'� 1/6's•Neat- Gtdsa �4 DETAIIS ,mss"Ols /' GLAZING TYPE a oEscsmr>@a t a W San"FYa ITq v4• Lam PRE-Firm® /• LFPF NNIa MNGE LEW TO raw STLE a� 3 t/G•Neat-BiRnath d(dose / // � 4 1/41 INSULATED ABR SPAC oa4a Air4• ,,Ba% J Sr,,,W/ 1/0'TEMPERED GLASS Temp.Nees sm 10,01 .340 0 A Laminated Glass 8elntta - lase e ATTAatr@if laxan art INSULATED •T1'YSeal•- Oleaing Bead AIID vw9m1 0�o Sect SpOCvr er®I DBSt010•rIOR OBrAd t44•PH.1*M PANEL ASSEMBLY DETAIL ale +-3s 28 Meat-strene iwn-Glass .V4• e sw Daunt SGP)Mata EXTERIOR 3 I/6•Heat-Serenethvnvd ease AGE86 ME COVER�a .4 I/4•INSUWTED AIR SPACE ae4p. ° GLAZING DETAIL 92 3 1/B'TeNPERED 12 A3S BsrTw LEFT.Wal i' 11 'Elco".a° 014 SNS OR SELF DRiLLDiO SCREWS 014 SNS DR SELF 110.LDNL SCREWS IPA MT elm oft in WM METAL STROCTURE INTO METAL STRUCTURE fm NOTES FDR SPAwo (SEE NOTES FRt SPACDO 12 CA MM +P-{MiN EDGE IDST. ALLp(Q60M6p31-79 MOL) L• MEN EDDE MST. (h KSl MIN.) '� REFTUBE MLLLMN ER TO PRDWED (STEEL�@ AC�T'W�/'AUDt 4 MM-DARE NDA la K PLATED DR PAINTEW y T M MAX T SFQM TYP. v4•MAX SM TYP. ♦ - '� PRODUCT ItBYFSHD a L ea eomplyfsgT+tlti.Uh PioTtda �xowE�a�° BUQding roN O L 1/V MDL 11,4•MIN EDGE DIST S/I6•ELLD TAPC®4 V/ 94LV.Ze EDGE DISI. 1S/I6•TAAPCM W/ TYP GSEIE MOTES�3PACINW HINGE ASSEMBLY DETAIL • Tm� Cs'a'Nt1TES' Mt O P"731 •�HNa1N6HR 11 #M-624-2 PLT>dncL -r- •Y.;p`CCNC.,Ta HE 3 KSI MIND L 1 E%C' ,, t•�l r ss tevistou Notes ® W /]��/� • /��y WOOD , L Jll F P S O1 7 1 t/a' ..a•-^ . NN.EL/eeD (SEE GEN.KITE 43> �S.'• Q(Po etLeg to oomp4y Tr C8004-100,705 =I NW 80th St. NI)LL 1 :. .,�.w.'t.:•�.); i Q �•° F•'• .o gelsea to eampkY•/pBtN007 s added MEDLEY, FLORIDA 33188 225 :t A'� Insulated Glass 01/22/lo s (305) 696-8090 d ttult-Point 11 ot/aY/lt lrexm�Aoyueen op avorrr�wymmr nxnass AND a/ess Poona 1/4•MAX SHQ4 TYP. l/4•MAX SHG7 TYP. : : o to am*V 8010 MC ():$ P49 / pea sena pot OTae PNt Ca4aaN sata/Yaa4ODL �r meas �. ;1[I ao ReYlsad to m a 014 8PBC NOA APPROVAL WPACT FRD OR 6 OF a TE Op./t�/o aP Nelson graze O1 L0 l9 "La Porte" Impact" French Out—Swing Door ' MOTE, '•. R%1^01Q`'tpa,w.aw pd. OPT VWALLATIOM DETAILS MAY AMY � SS�6• '••°'�(CO. - Nei..&00 of W 18 TD FRAME )AND/OR MME MEM Ii$AMMH'. INSTALLATION OPTIONAL DETAU S DATE �►u n1?��'�"'$+ S'�"n.w. p°'"�"' p°'°a O fianpn FD-2003 �"'A'°"'G 3/8•MID) 3• .076 1h -{x.078 3S �_4.500---I r ad STEET7L��B�T S1T.EL INSET- �® ,875 .062 �—II .460 IY� _T ' 9 ®GIitQE 101t0E® ® ,— L l,7 .096 1.750 I l 17 .065 1.259-I -1 aw F- 474 .127 b87RB atdl2lNa ADAPTER QUARTER ROUND 8 8 0�0�OINT ND $L-910 28 #FD-634 8 PANEL HINGE STILE O FRAME READ PI 6d �e 49 ANGLE GUIDE O BL-807 Le12—I a e m d ®FD-627-1 • a 726 I 4.187 119 II _T �-� .098 1� .064 2400 1.500 2.031--{ ,064 1ILiz4 11 HINGEi 10�AARTE ROUND 1.750 475 7 -�-r- #L-818 § 11 1 070 �- 4=0---� �Ir 060 PANEL LOCK STILE O FRAME BDL FLUSH GUIDE 235 EL .635 .656 0 gL-g06 yL-sos 1 1/2"LONG 1 75 #FD-828-1 .us�I I—1.75 L750 {—Leta----I . _ppQv gy�pp,, ppb QUARTER ROUND I .066 463 LOCdC1 ACTIVE LlBK1 PASSIVE O(1/4) HEAD di?5 1250 #L-811 .072 J 214 ens Lal .065 �} °• 2' 'HALF ROUND 4.000 4500 �y b� 42 FALSE MUNTIN O RAH.ADAPTER 072 .500 0 0 1 1/2' 9L-813 9 #L-808 .09 O #L-9 ADAPTER .082 tl'1J6 ��5152 53 �1/8' FtaxOdeyr Com aa111aa-Town Plasties h1.SIDELITE PANEL FPVC Bleak No.7Z�78 1.812 oALUMINUM PLATE PHYSICAL ASrBIND. 100 OQ2H -00G2 Sl;�`�H3"dmffi°A•,10 sao 7ty 'as D2240 1 &078 O.OBtt TOWHOSW41APSt 1640 D438 PANEL TOP& I Al HANIB.EB PAS .}pLE UONffi IPanDaft 340.0 D-638 O BOTTOM 1TAII• O FRAME JAMB hh-- 4A66 k41 T ® Y L T j T M0WW@10W/.EW8 0.4PBi 765.0 D438 '- 3 L-909 OFRAME HEAD SHEAR PLATE F31bmiad 31.0 D•746 L-818 12. Whtt%Compoun No. -78 PHYSICALNOTE. `A1,10= . Q DusmamHadw •,l0= 75 D37a0� L.ALL DIMENSIONS SPECIFIED,ARE IN INCHES 18 W E.688 0 9 j SpeoMoOrnify 1.45 D6M 2.SEE ELEVATION AT 8HE6P 1 OF 6 FOR a TMUSUM At,PSI 1640 D-98 ANCHOR O.C.MAX SPACING AND LOCATIONS _ D4M PRODUCT R Tdadaks® ®mAgedm,PSI 763.08 �s�D-638 compip(n8wlth Flodde �' 7 lett •3a0 6746 Godo „ FRAME IOW SILL MAS � 3 nweysw�w08.0 ; 46 PWM~ ° . .� FEM TO DETAIL'B3'AT SHEET A 3 13F 6 87 7 •• p FOR ADDITIONAL NDTES AND LDOTATIONS ® �� is ReWelsa Notow �� ® 78 7- _ �� •.•�•\•• •F.QS°°mp to a m*a FatRo04-1175-175-s 1®®I� 8501 NW 80th St. to eompy s/PB4�007 6:added (3 )MEDLEY, FLORIDA 33186 STEEL&7Lr STEEL.°BOLT V taanlated mans 01/90/10 (3os> 898-8880 sraoaLss srcn SILT oo Ashtmd NWt-Point Le01c 01/07/11 JGNOWA&ORBR of QUAW7 A&VMVWM IIMOW AAD 07d8S DDORS LIA ao ssro•oa sss ai-7aa Paq .ira Revised to aompy s/2010 PRO Aso uen, pmt a- rams a sw,/roaa sa.�, Optional Multi—Point, Locks ao are BA sss t i-eao r s �O :jYZ Redud to a® s 2014 PCO At m omAct FB t+B a or e OPTIONAL (+/- 86.0 pat DP) ,o P ei 4 R.atrm� Ralson R. Ilk 16 18 "La Porte" Im act" French Out—Swan Door O48 TWO-POINT LOCK 'eve Lock Posslve ack INACTIVE-PANEL L R�0..• �,AS P LOCK SfiC 080 ASHLAND NMSHo-STACTS ASHLAND SWS110-STPAS4 18 FLUSH HOLT#HC-001 Ip SS•' i.Ix gr °imo a` Netaon Eraao Iral 1g 76.0 ps1 DP) 1. R HANDLE 6 TRDSET pp 1a• IJ screw peal Xmnam p muhv x-b- a.a.lan sera ASHLAND 8YSBM-A ASHLAND 8VS201A-P n.ta FD-2003 G 8/12/2015 Florida Building Code Online If SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Fa Publications MC Staff BOO.Site Map Links Search Business Professional C `°FUSER PublicUseerroval I >Produrl or AoplicaL,on Search>P,, _aur,n a t' >Application Detail FL# FL15210-R5 Application Type Revislo Code Version 2014 s/ Application Status Approved Comments Archived Product Manufacturer Plastpro Inc./Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES,CA 90045 (440)969-9773 Ext 16 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 16 ronoconnell@plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F.Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King,P.E. Validation Checklist-Hardcopy Received Certificate of Independence ; i, i ) i i i__,;, ;-Nl; i rn ,llk- nnr Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 httpsJ/wwwAondabwldmg.orgtpr/pr app dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQRCFPqu8gbCgp%2bzCgAjPwi2OvD2Tk%2fmQBUW%3d%3d 1/4 8/12/2015 Florida Building Code Online G 155 2005 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/24/2015 Date Validated 04/26/2015 Date Pending FBC Approval 04/29/2015 Date Ap roved 06/23/2015 Sum arLr oP Pr__ ucts FL# Model,Number or Name Description 15210.1 a.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door- Grain/Rustic/Mahogany Series 0 Inswing/Outswing(X-Configuration) Fiberglass Door Ins -- on coons of Use - - ------ Installation Instructions Approved for use In HVHZ:Yes Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes i Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.1 for Design Pressure Ratings,any additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. --I 15210.2 b. Smooth/Wood Grain/White Wood T6'8"Impact"Opaque Fiberglass Single Door with Sidelite or I Grain/Rustic/Mahogany Series 0 Sidelites-Inswing/Outswing(OX or XO;OXO-Configurations) 1 Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ:Yes 11 i I � I Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.2 for Design Pressure Ratings,any 1 i It additional use limitations,Installation Instructions and product Created by Independent Third Party:Yes particulars. 15210.3 c.Smooth/Wood Grain/White Wood 76'8"Impact"Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswing(XX; OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ:Yes i i ,'. 1 '' Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.3 for Design Pressure Ratings,any additional use limitations,Installation instructions and product Created by Independent Third Panty:Yes particulars. 15210.4 d. Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Single Door-Inswing/Outswing Grain/Rustic/Mahogany Series 0 (X-Configuration) Fiberglass Door ---- - --- _--- 43409 for use in H Llmlts of Use installation Lyndonn Instructions Approved VHZ•Yes I i i_ I.��; i I. W! Approved for use outside HVHZ:Yes Verified By: F.Schmidt,P.E. 1 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.4 for Design Pressure Ratings,any , ' i � ,i additional use limitations,Installation instructions and product Created by Independent Third Party:Yes particulars. 15210.5 e.Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites-Inswing/Outswing(OX or X0; OXO-Configurations) Fiberglass Door haps://www 'loiidabuilding.org/pr/"pp tl.aspx?param--wGEVXQwtDgv3yWKJZlQRCFPqu8gbCgp%2bzCgAjPwi2OvD2Tk%2fmQBUw%3d%3d 2/4 8/12/2015 Florida Building Code Online Limits of Use j Installation Instructions Approved for use in HVHZ:Yes 2 11) Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.5 for Design Pressure Ratings,any i n 7 r 'P additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15210.6 f.Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelites-Inswing/Outswing(XX; OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes i 1 1 ' 1 ' Approved for use outside HVHZ:Yes I Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.6 for Design Pressure Ratings,any additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15210.7 -_------------ - _ -_ ------ --------- - -— — g.Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door-Outswing(X- Grain/Rustic/Mahogany Series O Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ:Yes Approved for use outside HVHZ:Yes Verified By: Lyndon P.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.7 for Design Pressure Ratings,any additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15210.8 h.Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites-Outswing(OX or XO;OXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes "; + Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.8 for Design Pressure Ratings,any + additional use limitations,Installation instructions and product Created by Independent Third Party:Yes particulars. 15210.9 i.Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelites-Outswing(XX;OXXO-Conflguretions) Fiberglass Door Limits of use Installation Instructions Approved for use In HVHZ:Yes j 1 Approved for use outside HVHZ:Yes Verifled By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.9 for Design Pressure Ratings,any additional use limitations,Installation instructions and product Created by Independent Third Party:Yes particulars. 15210.10- r---- ---_ _ ------- - -- ------------ j.Smooth/Wood Grein/White Wood 8'0"Impact"Opaque Fiberglass Single Door-Outswing(X- Grain/Rustic/Mahogany Series 0 Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ:Yes Approved for use outside HVHZ:Yes Verifled By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.10 for Design Pressure Ratings,any additional use limitations,installation Instructions and product Created by Independent Third Party:Yes particulars. 15210.11 k.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 i Sidelites-Outswing(OX or XO; OXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ:Yes j'! + ' + Approved for use outside HVHZ:Yes Verifled By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports https://wwwfloridabuilding.org/pr/pr-app0/ 3/4 1 8/12/2015 Florida Building Code Online I Other:See INST 15210.11 for Design Pressure Ratings,any additional use limitations,installation Instructions and product Created by Independent Third Party:Yes particulars. - 15210.12 - - — - __------- -- ----- -------- -- - — I.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Double Door with or without i Grain/Rustic/Mahogany Series 0 Sidelites-Outswing(XX;OXXO-Configurations) Fiberglass Door Limns of Use - - Installation Instructions Approved for use In HVHZ:Yes 1 Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.12 for Design Pressure Ratings,any additional use limitations,installation Instructions and product i Created by Independent Third Party:Yes particulars. 15210.13 m.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door with Surface Bolts Grain/Rustic/Mahogany Series 0 -Outswing(X-Configuration) Fiberglass Door Limits of Use I Installation Instructions Approved for use In HVHZ:Yes I + P Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.13 for Design Pressure Ratings,any 01 i I ••• I ' additional use limitations,Installation Instructions and product Created by Independent Third Party:Yes particulars. ---- --- - - -- -- -- ----- 15210.14 ---15210.14 n.Smooth/Wood Grain/White Wood 0"Impact"Opaque Fiberglass Double Door with Surface Bolts Grain/Rustic/Mahogany Series 0 on Active Door panel-Outswing(XX-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ:Yes Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.14 for Design Pressure Ratings,any additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15210.15 o.Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door utilizing the Grain/Rustic/Mahogany Series 0 WINDSERTTM'an operational window Insert-Outswing(X- _ Fiberglass Door Configuration) I Limits of Use Installation Instructions Approved for use in HVHZ:Yes L.' I + I Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.15 for Design Pressure Ratings,any _J 15 additional use limitations,Installation Instructions and product Created by Independent Third Party:Yes particulars. I � Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a pubitc-records request,do:rot send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address Ifthey have one.The emails provided may be used for ofndal communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click here. Product Approval Accepts: 0 � eL hE[V w(ur-AN https://www.lorid6uil&ng.org/pr/pr app tl.aspx7pamm=wGEVXQwtDgv3yWKJZIQRCFPqu8gbCgp%n2bzCgAjPwi2OvD2Tk%2fmQBUw%3d%3d 4/4 41, plastpro 37.50"MAX.OVERALL FRAME WIDTH 5200 W. CENTURY BLVD. �- LOS ANGELES CA 90045 w� ..... •••-1 Smooth / Wood Grain / White Wood Grain " a $ z Rustic/Mahogany ® ® N E W z W 9 o Series O Fiberglass Door Z V M a. INSWING/OUTSWING °; "IMPACT" ° a GENERAL NOTES 5 MO O �O 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code W w ® o o z (FBC)structural requirements Including the"High Velocity Hurricane Zone'(HVHZ). X zg z 0 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material m strati be beyond wall dressing or stucco. O 3. When used in the"HVHZ"this product complies with Section 1626 of the Florida Building Code and does not I o require an impact resistant covering. o 4. When used in areas outside of the"HVHT'requfring wind bome debris protection this product complies with a a a Section 1609.12 of the 2014 FBC and does not require an Impact resistant covering.This product meets m missile level'W and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.122 of the FBC. S. For 2x stud construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. N V) 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed 8 0 engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for"HVHZ". Ali other configurations do not meet the water infiltration requirements for the"HVHT'and must be installed only in non-habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of $ a canopy or overhang to sill is less than 45 degrees. _ A6►X LSE5IGN PRESSURE(PSFf w TABLE OF CONiEMS SIf1HNG fRMAE m SHEEN DESCRIWiON _a1MENS10N PbSf[[VC< 1 Typical elevation,design pressures,&general notesz 2 Door panel details 37.50" a o 0 3 Horimntal cross section INSWING x +75.0 -75.0 DATE.02116 12 oz_ 4 vertical cross oss sections scuE: N.T.S. 9 5 3-point lock detCUS am aw JK M s" 6 3 point lock t O G;hardware +75.0 -75.0 CM sr: LFS 7 Buck and frame anchoring 3" a Components oruvnNo NO.: 9 roof materials ee sheet 2 fodesign pressure limitations FL-15210.1 0 sr�r 1 or 9 ro 07 7zto 0.4°�'{�� EXTERIOR � 0.4� � X •• •• •*.•• ••Mlilt � hew ag n xZ CAP(PVC) HINGE STILE(LVL) INTERIOR LATCH STILE(LVL( CRP(PVC) (COMP.) !TOP RAIL �� °E l 1 HORIZONTAL CROSS SECIION Z 2 N a 35.75"MAX OA z WIDTH 6. "••p. o� o .. .;: -; O O 2 v b J NAKDW7UK... ...E a eq Ad#NU1tAE]lUtEl! ATOAELA.... INTERIOR EXTERIOR KINUMET KNOB SIGNATM SERF ±75 FOAM CORE $ DEADBOLT: SIGNATURESUM(980) (POLYURETHANE- 1 `* O G6 KNOB: •F"SEES(F31) 1.9 PCF MIN.) N s • SCHLAGE DEADBOLT. V SERIES(B60/6Z) ±75 ° z X J SEE HARDWARE TABLE LEVER: RU SERA PA VI AAEIC DEADBOLT: FDTSERA ±7S ",' :•° HOPPE MULTI-POINT LOCK: 3-POINTTONGUE ±so FIBERGLASS SKIN •n••.':•'• k' SEE HARDWARE TABLE '4 WaF MULTI-POWTloct TRILENNIUM 3WSERIES ±'75 e See sheets 5 and 6 for muf i-pohd lock detatls. BOTTOM RAIL z (COMP.) FTF "z o° Z DaI:02116112zo N.T.S. 9 s qp ANEL DWM W. JK m' Fiberglass 2 VERTICAL CROSS SEMON cmc.BY. LFSDRAWM NO-' 3 N FL-15210.1 c sir 2 of 9 o — — \\\ 1 4 4 Be.rryp.) •• �• n .•sem .0 I A G c t * =?: �n ® ® in , 2 1 C ° 11111.111\\\\`` io Z O a X2.4 y �« 8q•, m INTERIOR a °• 9. E 9 a a 0 ° �� ' o. � dg mo: 40 ® 2 7 gz z 2 y n a. e t KyN U EXTERIOR H E 4 D 27 a D 21 E ��j N 3 4 5 of c o B 4 4 4 C 3 HOWONTAL CROSS SECTION a 0.15° 3 Shown w/IX sub-buck 0.15, B °, m CTNK C ( ► L INTERIOR L o N e >e ° a INTERIOR z 7 a ° ° 40 40v) 6 E .44 ea.' L 11 p a n t ro z a Z O $$ d • oar 02 16 12 z a 11 9 EXTERIOR EXTERIOR 27 a samE N.T.S. 9 E owc sy JK m' a 2 HORROMAL CROSS SECTION a«.W0 LFS 3;1 HORIZONTAL CROSS SECTION 1-1/4 MIN. g Out5wln85hoMn-intiiafig 3 Cas,, i^gsho insoft ` D&%WM no.: ro Ba.",.) ado approved also approved FL-15210.1 c srELr 3 ov 9 A C ��ll 111111 1 ZQ o X2.4 E aJI 40 $mo 7 VV a �. . G c Z 40 EXTERIOR INTERIORa 7 1 2 EXTERIOR INTERIORZ 2 VEUIM CROSS SECTION EXTERIOR INTERIOR ff 1 VERTICAL CROSS SECTION 4 al mppro e 8 40 EXTERIOR INTERIOR E , d EXTERIOR INTERIOR Qpm m ° a a d a N N 30 31 32 33 34 5 VERTICAL CROSS SECTION40 o 4 Shown w/ADA threshold 8 36 m 37 R 38 0 E a �W to p d Z p e d DAM 02116172 i SMV.D N.T.S. 9 3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECHON mro a1 JK mm 4 Out-ft contirguration 4 lmwln8 contigtrtation m ft3 nrwwo rro:-- � FL-15210.1 8 SHM_L OF 9 ro ii IV a ,02 �w 8 • ° o z°� • „`Y 0ia� `� o g ° n (Q 2X BUCK $8 ° (� IX BUCK H Q Yl o: a E. ° z o o 217° M a� a � � HOPPEMULTf-POBVTLOCI6iET u p e 3 Point°for�ue" oII 2X BUCK $� a 1X BUCK H x 1.7" ® 2X BUCK IX BUCK H 23 o 22 o o � T � T a 1. 0 STR11D:JAMB �o m o = x:021612 = ® sr,v. N.T.S. 9 5 mro.BY.- cm ncm ar: LFS 3 MUld1-POIMSTRiKE PLATE LATCH ARID DEADBfHTS7RIKE PLA1E ORO=No.: � TOIIQUBSySI8R1 FL-15210.1 " MANUAL RAISED TONGUE GEAR SYSTEM M s OF s %%%%„ 11 yY� Z 8 •: 55 E Ckc 0 ct Y m � q �2 GI� o � d 57 N N 6 B N Z cn 2x BUCK 58 Z I BUCK H �Z o DA>E:02116112 i MuM N.T.S. 9 DM BY: JK e W&F Trlerdum 3000 SERF STRIIKE JAMB DETAIL aac W LFS 3 3 pt.Lock MVYIM No.: � FL-15210.1 0 91EET B OF� N a (1YP•I •�,�•• ..• ••; '•� to SEE HI L 2X BUCKTYP.HEAD ry _ D &JAMBS a DE J G 1 X BUCK Ih 9 ._ 71 TYP.HEAD ryR MASONRY is MASONRY &JAMBS d 4 OPENING OPENING c z 9 FRAME U � 2X BUCK--,,, e`o ?m Lu r 2X BUCK m a ADA SBL ONLY m 'v' •-v° N N BUCKANCHORING S1IUKEJAMB FRAMEANCHORM HHMJAMB 8 0 o Masonry coretrucBon v) CONCREIEANCHORPIOTB: 1.Concrete anchor bcaffam at the cwrm may be odAwted to matnfatn the Trim edge alance to nwkrpkft 1X BUCK H a i 2 Concrete anchwbcarora noted as WAX ON CEN16!'must be ocDated to mobtatn the n*L edge dbtance b mwtc;A*ft addtbnat concrete anctwns 2X BUCK L 9 3nW be er to mENe WAX ON CW on we not ems. 2$ H 1X BUCK 11 IX BUCK H 9 a Q ANL1B MM A11N CikIP>!NC! K1@X CCEARC4 2X BUCK oK 17p Ptgsgrue^ Ts1 ac1Ac ..; 2X BUCK 58 2X BUCK L z t1rAE. z oTIT ° myiX BUCK M rntE 02/16/12 ez e TAPCON® 1/4 1.1/4" ? 4 58 2X BUCK 11 sr w, N.T.S. 9 ELCO 1/4' .1.1/4' 1' 4' 27 u1TRAcoN H 1X BUCK mss er: JK m T ® 3/16• 1.1/4, T 141T circ.ew LFS 3 MWGE DETAIL t,WOOMSCREwwsTAlnitadlNOTEs LATCH d,DEADRMTDEW In-Mg 1UNGEDETAIL DPAW=rro.: " MdMmn a mWm..B/tT edge dbk=x.r'en d cNan e,&1"o.c.spac(ng of FL-15210.1 wood scnm to prevent the spttft of wood sir of ° 7 9 " d -4.W 4 6° 4-W7777= c C �••• »• "ice G> Gin m IL J� I 11 244 t•11 OUTSWMG THRESHOID OUISWING THRESHOID POLY HBER JAMB E z `c $0 plp( � 34 Coh:mbia wgn Darn(5811 Plasfpra \ € 4.56° 4.68° I I� a � to 4.7° O z NSMG THRESHOLD OURESHOLD WOOD JAMB & > z V DtP(GOSH( 31 C.=(575 2 c, a d 3I o 5.62° 5.63" b' 2.088° a a 0.52° OUISWRdG THRESHOLD INSWING THRESHOLD T WE�THERRRfP 9 DOOR BOTIOM SNB�P x8 N � Er�aa(Z-Sem( '� Cohlmbia Gi o 5.625' 4.56° PE650 ® 4.56° o 51 o Z P.; Z o DAM 02116112 i SmM N.T.S. 9 RQSYYING THRESHOLD INSWING THRESHOLD PA THRESHOLD DW(L In: JK Endura(z se.1 37 DtP(SCS) 29LFS ND- FL-15210.1 0 Sim 8 OF-.L `� BILL OF MATERIALS f -� s AFlA# DPSCRIPrtOAi MAT�IA1. i z n A TX BUCK SG>=0.55 WOOD ••.'• B 2X BUCK SG>=0.55 WOOD ,.•' C 114*MAX.SHIM SPACE - ,i',,'' •••• O` tj D 1/4 X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW SEE E MASONRY-3=PSI MIN.CONCRETE CONFORMING TO ACI CONCRETEe$ 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 E 0 g IS G 1/4 X 33/4 PFH ELCO OR RW CONCRETE SCREW STEEL ``? 9 0 H 3/1x& 4 3-114'PFH CONCRETE SCREW STEEL �E �d 6 ° ti 1 1/4X1-3/4I'MELCOOR ITW CONCRETE SCREW STEEL L #8 X 2-1/7 PFH WOOD SCREW SITS. o z M #8 X 1-1/2"PFH WOOD SCREW STEELa 1 POLY FIBER JAMB COMP./VINYL 2 FINGER JOINTED PINE FRAME WOOD 7 WEATHERSTRIP FOAM 8 DOOR BOTTOM SWEEP VINYL 9 4 X 4 BUTT HINGE STEEL z 11 #9 X 3/4"PFH WOOD SCREW STEEL 22 3 POINT"TONGUE°MULTIPOINT LOCKSET(Mfg.BY HOPPE) STEEL 23 MULTI-POINT STRIKE PLATT:(TONGUE SYSTEM) STEEL zi 25 LATCH AND DEADBOLT STRIKE PLATE(TONGUE SYSTEM) STEEL a m 27 LATCH STRIKE PLATE STEEL 'I o 8D DEADBOLT STRIKE PLATE(SECURITY) STEEL 29 ADATHRESHOLD ALUM & 30 OUTSWING THRESHOLD ALUM/WOOD 31 OUTSWING THRESHOLD ALUM/WOOD 32 OUTSWING THRESHOLD ALUM/WOOD 33 OUTSWING THRESHOLD ALUM/COMP 34 OUTSWING THRESHOLD ALUM/WOOD 36 INSWING THRESHOLD ALUM/COMP a 37 INSWING THRESHOLD ALUM/WOOD B o s 38 INSWING THRESHOLD ALUM/COMP N 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - of 55 #10 X 1-1/7'PFH SCREW STEEL 57 BACKING PLATE STEEL a 58 #8 X 7 PFH WS STEEL i cr 60 MULTI-POINT STRIKE PLATE STEEL 62 1 LOCK ASSEMBLY I STEEL m Q J M10IT ] 2 z n° 02/16/12 i sm: N.T.S. 9 Dft er JK m] DEO.W. LFS 3 onnwwS rm.: � FL-15210.1 `= 0 MM_�L of 9 `�