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WS-14-1946Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-219162 Permit Number: WS -9-14-1946 Scheduled Inspection Date: January 07, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: , Work Classification: Window/Door Replacement Job Address: 37 NW 108 Street Miami Shores, FL 33168 - Project: <NONE> Phone Number (305)538-8105 Parcel Number 1121360110290 Contractor: YAMILL GLASS & WINDOW INC Phone: (305)253-5211 Building Department Comments WINDOWS/DOORS REPLACEMENT 14 OPENINGS.' • - --- __......_.._ INSPECTOR COMMENTS False January 06, 2015 For Inspections please call: (305)762-4949 Page 10 of 46 Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. January 06, 2015 For Inspections please call: (305)762-4949 Page 10 of 46 Job: Impact Window Installation at: &�.5 04,-1- / �?`/w 37 N.W. 108th Street, Miami Shores, Florida RE: Buck Installation Contractor: Yamill Glass & Windows Min. 3.5 ksi . /4" ELCOTapcon5 Concrete a 40 ,. 2x Wood Buck1 1/2" Min. e 4 a Concrete ( 1 1%2" actual) d Embedment y Tunical 2x Wood Buck [Where reauiredl Notes: 1. Anchor spacing for buck attachment to substrate shall be at 5' O.C. (max.) from corners and 10' O.C. (max.) balance. 2. Minimum distance from center of anchors to concrete edge Is 3'. "YOUR ON-CALL ENGINEERING COMPANY" v 9420 S.W. I I2Th STREET, MIAMI, FloRidA 33 1 76 TEL (786) 242-1 720 - Fax: (786) 242-4399 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION OBUILDING. ❑ ELECTRIC ❑ ROOFING 7— SERNO 8 20% FBC WO Ip Master Permit No. inIS -I - d9il Sub Permit No. ❑ REVISION ❑ EXTENSION ❑ RENEWAL F-1 PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 3 7 N W log City: Miami Shores County Miami Dade Zip: Folio/Parcel#: I I A 13(a 011 0 a9 0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: -' j Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): lY'g (S d I`QiV fkls Cori? Phone#: Address: 37 M LJJ 109 G City: Q`'`(i aA-. , S k o r'2 S State: FC Zip: J 3138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: { c'mi ( I a 10. r, S A d 0 U) Phone#: Address: 4&0G Sf) -Ts Aye - Ci �'JL, F �� State• Fft�r i �0. Zip: J�JI 55 Ave - city: Qualifier Name: R-cLul Cue.('r�Q_r0 Phone#:30S 0-Dif State Certification or Registration #: Q 7 Certificate of Competency #: 9 -185 00 3 a 5F DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ j a,' ti S • 00 Square/Linear Foo ge of Work: 550 Type of Work: El Addition ❑ Alteration ❑mow Repair/Replace El Demolition Description of Work: Specify color of color thru the: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Feed�$ q�1/ Structural Reviews $ Bond $ (13 TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zi Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signat ems��,�.,� %�j � OWNER or AGENT The foregoing instrument was acknowledged before me this `�dZ i s day of J k) 1 _ 20 1 I by rl a.ri&, r &n4 e l who is personally known to me or who has produced FgDL*65 51 Iva ?55 as identification and who did take an oath. NOTARY (QcrOs Signature CONTRACTOR The forggoing instrument was acknowledged before me this cp523— day of J �� 20 1 `f by i�A L) (�0'Uf' f tXwho is personally know to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: G Print: S� 7 O`l a -c -)i b S Sea *�'.•'tet �y� ff 48177 Seal: a�;���; RMLP& CPS EXPIRES: Od�rnb� �� X17 * t � CONB+lISS�N A FF 049171 Tht. DOMW 28.2017 EXPRS: DetffMatr 21, 2017 �'+���,�� Nn�TMutudfrtNobrySenices APPROVED BYPla s n Examiner Zoning a as Structural Review Clerk (Revised02/24/2014) Detail by Entity Name tail by Entity Name AVELS & RENTALS, CORP. incl Information cument Number P01000077166 I/EIN Number 651126989 to Filed 08/06/2001 ite FL itus ACTIVE 301 COLLINS AVE UITE 438-A IAMI BEACH, FL 33139 hanged: 01/22/2010 failing Address 301 COLLINS AVE UITE 438-A IAMI BEACH, FL 33139 hanged: 03/16/2013 egistered Agent Name & Address ILVAS FINANCIAL SERVICES, L.L.C. ?20 S UNIVERSITY DR TE C-102 AVIE, FL 33328 ame Changed: 01/15/2011 ddress Changed: 01/15/2011 fficer/Director Detail ame & Address tle PD ENEDETI, MARIA F 301 COLLINS AVE SUITE 438-A IAMI BEACH, FL 33139 Page 1 of 2 http://search. sunbiz.org/Inquiry/CorporationSearch/S earchResultDetaillEntityName/dome-... 8/27/2014 r ACOR, 1 JMDD DA'M IMIIYYYY) CERTIFICATE OF LIABILITY INSURANCE i 07/08114 . "iWff CERTIFICATE1 . ....... ...... HOLDER.. ..THIS CERTIFICATE IS ISSUED AS A FATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDEDBY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. . . ........ must ------- ........ . . IMPORTANT: If the certilicate holder Is an ADDITIONAL INSURED, the pollcy(les) must be endorsed. If SUBROGATION ISWAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In Neu of such endorsement(s). ........ . . .... -.— . . .. ........... PRODUCER Defatorre Insurance 12905 SW 42 St Ste 216 Miami, FL 33175 Phone (305) 400-8746 Fax INSURED YAMILL GLASS& WINDOW, INC. 4806 SW 75 AVE Delfo S DeISIDffe Cape* Insurance Co. Proaressive Insurance Co. 362-6851 I MIAMI FLORIDA 33155 (305) 826-2121 .. . ... .. .... f . . ............i INSURER F: COVERAGES CERTIFICATE NUMBER-. REVISION NUMBER: . ...... ...... ........ . . . ........ IS IS TO CERTIFY THAT THE POLICES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO T14E INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. . . ........ . ...... . .......I....._._........._._.. ..... INSR TYPE OF INSURANCE :611 LIMITS GENERAL 00000000 iDAMAGE1 100 OOQ.00 COMMERCIAL GENERAL LIABILITY 6,000.00 CUUMSmME CLM010023836 OCCUR A 11/16f2013 11116/2014 PERSONAL AOV INJURY S 1,000,000-00 G 2,000,000.00 pRoDucTs.cowfDpAGG' s 2,000.000.00 1 GEWL AGGREGATE LIMIT APPLES PER F-' PRO- $ C LOC POLICY Lj .......... . .... . ........ . . 4— AUTOMOSILE LIABILITYDISINOnl fgM11E LE MIT a. 4, ANY AUTO BODILY INJURY (Per pmm) S 1()0,000.00 ALL OWNED SCHOSEDULED CA01552511-1 B AUTOS 04119=14 10411912015 JIODILY INIURY(P-socidoor S 300,000.00 AUT NON -OWNED y P DAMAGE100,0()O.00 j AUTOS 111 -J HIRED AUTOS UMBRELLA LIAB Lj OCCUR CLAIMS -MADE . . . ...... ... oED WORKERS COMPENSATION AND EMPLOYEW LIABILITY YIN ANY PROPPIETORIPARTNERIEXECUTIVE OFFICERHAEMBER EXCLUDED? f s I 1 E.L. EACH ACCIDENT $ E.L. DISEASE' POLICY LWTI -- . .. ......... .............. DESCRIPTION OF OPERATIONS/ LOCATIONS I VEMCLES (Aftch ACORD 101, AdcNoW Remarks Sdiec!04 It mare space Is mquit" Location 2:480 W 84th ST # 107, Miami Lakes, FL 33014 Location 3:4822 SW 75th AVE, Miami, FL 33165 Distributors & Installers Doors and Windows CONTRACTOR LICENSE # 97BSDO324 CERTIFICATE --- ---------- -- Miami Shores Village 10OW NE 2nd AVE Miami Shores, FL 33138 ACORD 25 {20101M OF CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED, POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE VIOLL BE DELIVERED IN ACCORDANCE VM THE POLICY PROVISIONS. ...... .............. . . ...... ... .. I — . . ... ........ . .. ...... 0 ISM2010 ACORD CORPORATION. All rights reserve& The ACORD name and logo am registered marks of ACORD ./' ® a� n Certificate of Liability Insurance DATE(MMIDDIYYYY) 7/8/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Progressive Employer Insurance Agency, Inc. 6407 Parkland Drive Sarasota, FL 34243 Contact Name PHONE ggg_925-2990 A10. N,.: -MANo.Ext: ADDRESS Certs@progressiveemployer.COm INSURER(S) AFFORDING COVERAGE NAIC # Insurer A: Guarantee Insurance Company 11398 INSURED Progressive Employer Management Company, Inc. 6407 Parkland Drive Sarasota, FL 34243 Insurer A: Safety National (A) Insurer A. Arch Re U.S. (A+) Insurer A Alterra Bermuda (A) Insurer E: Insurer F: COVERAGES CERTIFICATE NUMBER: 0000040244 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR I TPMR TYPE OF INSURANCE ADD SUB VAN) POLICY NUMBER POLICY EFF fMM POLICY EXP rM LIMITS GENERAL LIABILITY EACH OCCURRENCE DAMAGE TO RENTED $ PREMISE ooeunence COMMERCIAL GENERAL LIABILITY MED EXP (Any one person) $ CLAIMS -MADE ❑OCCUR PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ PRODUCTS - COMP/OP AGG $ GENE AGGREGATE LIMIT APPLIES PER $ POLICY F1 PRO LOC_cT AUTOMOBILE LIABILITY COMBINED SWLGE LIMIT $ IlEaAmqdantl BODILY INJURY (Per parson) $ ANY AUTO BODILY INJURY (Per accident) $ ALL OWNED SCHEDULED AUTOS AUTOS HIRED AUTOSH NON -OWNED AUTOS PROPERTY DAMAGE $ $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAR CLAIMS -MADE DED I RETENTION$ $ A WORKERS' COMPENSATION AND EMPLOYERS LIABILITY YM ANY PROPRIETORIPARTNERIEO=CUTNE ❑ NIA WCP500000301GIC 09/29/2013 09129!2014 X I WC STATU- DTH- $ E.L. EACH ACCIDENT $1,000,000 E.L DISEASE - EA ACCIDENT $1,000,000 OFFICERIMEMBER EXCLUDED? (MANDATORY IN NH) EL DISEASE - POLICY LIMIT $1,000,000 If yes, describe under DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) Coverage is extended to leased employees, but not subcontractors of Yamill Glass &Window Inc Location Coverage effective date: 09/29/2013 License # 97BS00324 PCGTICtPATC 1.Ini nFo CANCFI I.ATION Fax; SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE Miami Shores Village EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY 10050 Northeast 2nd Avenue Authorized Representative ,Miami, FL 33138' ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD C:T01 con stnictj0n,Tradi�.0WO!fyinp Board �INESS 7CR�RTIFICfiTE:O COMPETENCY INC UL Of. QUALIFYING TRADES) 0023 GLASS & GLAZING 0029 METAL AWNG & SHUTR HIArMfQQ4E Jriliana H. Sams P.E.!Seeret�/�, �7 mism-aryof the Hoard "`dytiu rmdade..eccnomy __ E Mianu•Oade Courcy retains 84 WOPertY rt8hts herein. J No MIAMI-DADE MIAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315--2599 NOTICE OF ACCEPTANCE (NOA) WWW'Miamidade.lavle¢onomv 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 C -dg .-i4uding4hp.H i,�p(pe,ity, Hurricane Zone. APPROVAL DOCUMENT: Drawing No. FD 2003, titled "La Porte—Impact French Out—Swing Door", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 with the latest revision "F", dated 03/27/13, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami—Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 0000 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, 640 state, model/ series, and following statement: "Miami—Dade County.Product Control Apprbvcd",:unless*othc%vise noted herein. 000000 0090 REVISION of this NOA shall be considered after a renewal application has been ftlb0•difd there he;been no change in the applicable building code negatively affecting the performance of this trecruet. ..... • TERMINATION of this NOA will occur after the expiration date or if there has beou �rision or• ehapge in the materials, use, and/or manufacture of the product or process. Misuse of this NAAae an en& etnent of any product, for sales, advertising or any other purposes shall automatically terminates NOA.. Failure to comply with any section of this NOA shall be cause for termination and removal of -NA.: :606:0 ADVERTISEMENT: The NOA number preceded by the words Miami—Dade :Co%in*V, FloriUjnd followed by the expiration date may be displayed in advertising literature. If any portion of the AQA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 12-0127.23 and consists of this page 1 and evidence pages E-1, Irl and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI BADE COUNiTYOwl t t Expiration Date: June 05, 2018 a Approval Date: June 06, 2013 --p i Page 1 .000.0 0 000000 0 0 • 0000• • • 00000 00000 0000.. 0 0 00000. 00000. Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Subrnitted under previous NOA No. 11-0202.03) 2. Drawing No. FD 2003, titled "La Parte-Impact French Out -Swing Door", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 with the latest revision "F", dated 03/27/13, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-11-3201, issued on 01/06/2011, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 11-0202.03) 2. Test reports on: 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-09 2623, HETI-09 2645, HETI-09-2624 and HETI-09-2646, issued on 10/22/2009, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 10-0128.04) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94.0". • 3) Water Resistance Test, per FBC, TAS 202-%4 .' . 696 ,' • •' 4) Forced Entry Test, per FBC 24113.2.1 and TABS 2b2-94 •;..' 9999:. along with marked -up drawings and installation diagram o gWnum Outswing French door, prepared by Hurricane Engineering & Testing, Inc9,.Test ReWM tj1o.'s • ' HETI-04-1897, HETI-04-1.896 A, HETI-04-1896 B and H• 1144-137T,•i'ssued ;;;;;• on 03/08/04 and 03/12/04, all signed and sealed by Rafael E. Drd=84a, P.1 It ; • ; • ... , (Submiffed under NOA No. 04-0607.04) �. • • • 4. Test reports on: 1) Tensile Test, per FBC, ASTM E-8 : • • goo.. 9999. along with marked -up drawings and installation diagram of aluminum -?utswing :9000: French door, prepared by Hurricane Engineering & Testing, Inc.; TOst Re? No. • HETI: 02 TO95 and HETI-02 T090, issued on 01/13/03, both signed and seabed 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. 13-0328.11 Expiration Date: June 05, 2018 Approval Date: June 06, 2013 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 20294 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile impact Test per FBC, TAS 20194 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 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—Seda, 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 tinder NOA No. 10-0.128.04) 2. Glazing complies with ASTM B1300-98104 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). 6666 E. MATERIAL CERTIFICATIONS • • • • • • 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont D l4e*mours +fit 6q`g„ -1nc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, pang on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNamours A C+o , Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expidrg on 0I/M4/17. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chem1Urt:ampa+;; *A) for their "Saflex CP — Saflex and Saflex HP Composite Glass lKt. rjgyers wit$ PET Core" dated 03/28/13, expiring on 12/11/18. ; ; • • •; • • • F. STATEMENTS • • • 0000 1. Statement letter of conformance, no financial interest and compliance •wit's 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) f Jaime D. Gascon, P. . Product Control Section Supervisor NOA No. 13-0328.11 Expiration Date: June 05, 2018 Approval Date: June 06, 2013 E-2 6.00:0 6666.. 6666.. 6666. 6666. 6666.. 6666.. 6666.. t Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (cowmum) 2. Proposal issued by Product Control, dated 07/27/10, signed by Ishaq Chanda, P. E. (Submitted under NDA 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 NDA 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-092623, HETI- 09-2645, HETI-09 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. 10-012 8.04) 6. Laboratory compliance letter for Test Reports No.'s HETI-04-1897, HETI-04-1896A, HETI-04-1896B, HETI-04-1377, HETI-02—T095, HE, TI -02--T090, HETI-02-1253, HETI-021726, HETI-02-17289 HETI-02-1736, HETI-02-1742, HETI-02-1763 and HETI-02-1765, issued by Hurricane Engineering & Testing, Inc., dated 01/14/03 and 03/08/04, all signed and sealed by Rafael E. Droz--Seda, P. E. (Submitted under previous NOA No. 05-1116.06) G. OTHERS 1. Notice of Acceptance No. 124127.23, issued to Lawson Industries, Inc. for their Series "La Porte 81-0" Outswing Aluminum French Doors — L.M.I.", appfbi�ed on 0069:6 • 04/05/12 and expiring on 06/05/13. • • • • .. 0000.. 00000 0000.. 0000.. 0000.. 0000 0000 • • 0000.' .0.0. 00.0 . 0 000000 ... 0000. • ....0. 00 •• . 000000 .. 0000.. 0000.. ....... • • • .00. 0 E-3 T ��R Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 13-0328.11 Expiration Date: June 05, 2018 Approval Date: June 06, 2013 FRAM SILL FRAM JAMB SIDMITE JAMB ADAPTER PANEL TOP 6 BOTTOM RAIL ALUMINUM 9 1 L-911 I LII -085 AS REW& 1114 ROUND ALUM. BEAD - 7/16• 6063 -TS ALUMINU14 10 L-912 LII -087 AS RE0'D 1/4 RAND ALUM. DEAD - 3/8• 6063 -TS ALUMINUM it 1`11-624-2 L-908 2 x Panel HINGE LEAF ASSEMBLY 6063-T3 ALUMINUM 12 VWS-061 TP 3286 AS REWM BAb Vinyl Vts'p.-Tean Plastics, Inc. See Material CoF4msftbn at Sheet 13 PWS -001 . AS RE00. VTS'P. R TUM/BDTT. RAILS Schlegel FS - .1137-.. X 210•h 14 PVS-002 R AS REOD. WTS'P. 8 FRAM HEAD 6 JAMS Schlegel PB - .187.2. X .12M IS L-910 1.I1-089 2 x Panel STRIKER MOUNTING PLATE 6063 -TS ALUMINUM 16 FO -619 FD -619-1 2 x panel STRIKER PLATE 6063 -TS ALUMINUM 17 FO -631 1.II-086 AS RED% GLAZING ADAPTER 6063-T6 ALUMINUM 16 HC -001 I SF -3502 2 x ParwI DELTA FLUSH BOLT (• TOP 6 BOTTUM OF LOCK STILE) 19 FO -621-2 -024/029 1 SET DOOR LUCK / READ BOLT SET KVIKSET - Series 690T CUM 20 FD=621-2 HC -024/029 1 SET DOOR LOCK / DEAD BOLT SET SCHLAGE - Series ro= COMBO el FD -621-2 HC -024/025 1 SET DOOR LOCK / DEAD ROLT SET DEFIANT - Series 831 COMBO 22 X FS -03S AS REO'D: Front Install. Screw - Head 5/16•- TAPMNI ( See Notes) n r FS -033 AS REWR Franc Install. Screw- Janb/SM 5/16- TAPCON CSee Notes) 24 r FS -026 8 FRAM ASSEMBLY SCREW 612 X 3/4• PK-PHL 25 ■ FS -012 AS RE". JAMB ADAPTER SCREW 010 X 3/4• PH -PHI. 26 10-634 1-11-171 AS REO'0. 1/4 ROUND ALUM. MAD - tI1IW 6063 -TS ALUMINUM ' 27 x FS -043 8 IGLAZING ADAPT. ATTACH. SCREW 08 X 1 1/4• FK -PHI. 28 R FS -049 2/Parre1 Double Rait Assenbiy Screw 3/8're 1/4• Hex Screw 6 Nut 29 x ■ AS REM NEUTRAL CURE SILICONE Schnee -Morehead SM -5731 30 r R AS REO.0. NEUTRAL CURE. sxtcow now Cc," 899 31 w R AS REO'D. NEUTRAL CURE SILICONE Trento S-500 32 x x AS REWD. Lordeated Glass see Pg. 5 DuPont - Sentry Gloss Plus 33 x ■ AS RED% Laminated Wass see Pg. S Dupont - PVB 34 R R AS RED% LonLmted Wass see Pg. S San" - PVB 35 x HC -002 2/Pane1 PANEL. ASSY ALUM. PLATE t IPex 2•x VB• (6063 -TS ALUM) 36 x HC -004 2/Ponet Panel Ass'y Ful( Lenght Rod 3ArDb.-204 Rod, Plate. Flange Nut 37 x FS -011 8 HINGE ATTACHMENT SCREW 010 X 3/4• P.H. / PHL 38 ■ FS -044 12 SIDELITE ATTACHMENT SCREV 610 X 1• PH/PHL. - (17- OC Max.) 39 110-006 s2PPOS08014 6/Jonb I/2• IDo. Hole %u0 - Nylon 6-6 MICROPLASTICS - Rock -U M-79 40 NC -007 WM78MI 2/Panel 7/8• IIIc. )tole Plug - Nylon 6-6 MICROMASTICS - Rockwell M-79 41 x HC -010 1/BOLT FLUSH DMT Sig Plug - Nylon 6-6 SUNCOPL.ASTICS Inc. RockxeU M-79 42 L-913 UI -086 AS REWI i/2 ROAD FALSE ALIUL wAVTIN 6063 -TS ALUMINUM 43 ■ x AS REW1 NT FALSE APPLIED MUNTIN 12W X .022' STOCK ALUMINUM 44 L-915 FD -623 AS REM FRAME HEAD SHEAR PLATE 6063-15 ALUMINUM - 4• long 45 L-916 LII -117 AS RECD. FRAM LOW SILL - OPTIMAL 6063-73 ALUMINUM 46 FD -639 HC -050 1 TWO-POINT FLUSHBOLT LACK 13PTWNAL ( FOR •/- 76A psF UP) 47 FD -626 174426-1 2/Panet FLUSH BUILT GUIDE ALUM. ANUIZ. j VE*,*I Wx IOD• AN& 6 - 48 FD -627 FD -627-1 2.,P -et 2 -Paint Lock Bolt 6,Me AWL.E 3•! 3•f!' 1 2'x U8 -j5 49 R 0 AS REWD. Joint Sealant- White Color O.isSul•rr •eel• • • • S0 14-6313 HC- I SET LUCK ACTIVE HANDLE S TRMSET • ASm N1R.20 SI FO -637 tiC- I SET MULTI -PRINT LACK ACTIVE • • AND 1H-STACT5 52 FD -640 HC- 1 SET L6CK PASSIVE HANDLE B TRIMSET ASHLAND W."MIA-P S3 FD -639 HC- 1 SET MULTI-AONT I= PASSIVE ASHLAND NW5110-STPAS4 Sl. FD -641 I HC- 12 x pnnetMutti-Point Lock Bolt Gui(ta YL1M 6-6• RackxAl N scale 5S R FS- 4/Guide bit GWde Atiaclwent Fost , s 06 x L/!• IL. _ - HC- 111 Lock LOck Top Mount AT HC- 1 z Lock Lk Botta. Haunt 145 1/2• Mo. Link Width Stdelite Sw tg Aanel WMth Pow Width AI C 33 13/16' nnx. > A C 35 3/I6' nnx. 1 8 -t. to h g IB ANCHOR NOTES: 6' 6' "•-L • b• 6-I S 4 1. SEE ELEVATION AT SHEET i OF 8 FOR ac' 1/ 3/4 12 3/4• 4 4 1/2• 14 1/8• 4 1/4 ANCHOR O.C. MAX. SPACING AND LOCATIONS. (at sldelite) ( 4 ac a 2. SEE SHEET 4 OF 6 FOR INSTALLATtON -C paneO kmc%ve PQM0 FASTENERS TYPES. "OXXO" EXTERIOR ELEVATION 3. SAME ANCHOR SPACING ® FRA16E HEAD & SILL QUALIFIES SINGLE & MULTIPLE PANELS (SSE ELEVATIONS). QUALIFIES UNITS WITH AND WITHOUT SIDELPPES MAX. FRAME SIZE 148 1/aux. X 98 3/4'h. OXXO EXT & INT FALSE COLONIAL MUNTIN APPLIED W/SILICONE. QUALIFIES SINGLE OR DOUBLE BOTTOM RAILS MAX. DAYLITE OPENING WIDTH = 28a MAX. DAYLITE OPENING HEIGHT 7-s 83 1/8" SEE ELEVATION AT SHEET tole FOR MAX. ANCHOR SPACING ALL DIMENSIONS SPECIFIED ARE IN INCHES NO HURRICANE SHUTTERS ARE REQUIRED NMS 1). THIS PRODUCT IS DESIGNED AS PER 2010 FLORIDA BUILDING CODE. 2). CLASS MEETS REQUIREMENTS OF ASTM-EI3OO AS PER CHAPTER 24 OF THE FBC 2010 CODE. 3). WOOD SUCKS BY OTHERS. MUST•SE ANCHORED PROPERLY TO TRANSFER LOAD TO THE STRUCTURE & TO BE REVIEWED BY BUILDING OFFICIAL 4). ANCHORS SHALL BE AS LISTED. AND SPACED AS NOTED ABOVE AND ON DRAWING DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO 5). SEE NOTES ® SHEET 4 OF 6 FOR INTALLATO)N FASTENERS TYPE. 6). ANCIORINC OR LOADING CONDITIONS NOT SHOWN N THESE DETAILS ARE NOT PART OF THIS APPROVAL. PROU.RgNgyygp LIMITATIONS: moomPtyy�w�tvFdLlbeBTaDWs 1). MAX. OP - *86 PSF W/ (4) Surface Bolts & Close Types A. S. C & D. BuRdingooda ,� { (SEE LOCATION QETAO.S U SHEET 3 OF 6) A(xeptasca No D.�. •��y 1 2). MAX OP - *76 PSF W/ 2 -Point Lack (active)+ (2) Surface Botts at Inactive OaOe Gc+rO 3). MAX. DP = *76 PSF W/ Flat S01 & must be used where water infiltration is PBD ONAL ENGINEER ,:#: not required or opening is protected by overhang ratio greater than are. PtadlM 4). MAX. OP = *B6 PSF W/ Multi -Point Lock (1-acUva)+(1-poasive) of Inactivo N; "�:; i r; i.,• .'1 ,`ateRevised . - • `•.: "..„Revised * :. .': a •:.� e r+r �: Itt4 . 4,4 4 •' ' � r.• „ • .�•F`�a� • .. _ ,',may ♦e • ,:. • • •• • >(` Revision Notest 8501 NW 80th St. J MEDLEY. FLORIDA 33166 D S TUC. (308) 846-8880 NdNRFACrt/RBR OF geAGTr AWAUNUM M/M I S ARD RUBS DOORS to comply w/ PBCa004 -11/OI 08 to comply w/ PBCE847 Ar added Insulated Glass 01/28/10 Ashland Mutt -Point Look 01/27/11 Revised to comply w/ BIRO FOC Draw ewe r i crura nv.( arom(a a.R=WN 040 Roar Sh-& APPROVAL IMPACT FRElkil 0002 t OF 6 Roka Dx Nelson Erato D o1/et°�/it "La Porte" Impact" French Out—Swing Door ' Draw. srr Durr wawa Nelson BYR2D 01 as/1a 8o01 n Ls. R J- RwaMn D—AM Xwue..+ Rwkbn Nwa FO -2003 +p• • • • • • • SEE OPT 3 ALTERNATE BMT-11.1 OT 6AT 411ELi ItN / \ 25' MCDLD X. Width c =sin -9 C :: �. D :: t 2'rg� s.c Active Active Inactive W K'rd' Xpi EyiJ 182021N 61/2' dead -bolt �q a d = Sidelite 1a:..Tse /j ATSHEE(80LT Side s lite - Ogey s ANCHOR NOTES: 6' 6' "•-L • b• 6-I S 4 1. SEE ELEVATION AT SHEET i OF 8 FOR ac' 1/ 3/4 12 3/4• 4 4 1/2• 14 1/8• 4 1/4 ANCHOR O.C. MAX. SPACING AND LOCATIONS. (at sldelite) ( 4 ac a 2. SEE SHEET 4 OF 6 FOR INSTALLATtON -C paneO kmc%ve PQM0 FASTENERS TYPES. "OXXO" EXTERIOR ELEVATION 3. SAME ANCHOR SPACING ® FRA16E HEAD & SILL QUALIFIES SINGLE & MULTIPLE PANELS (SSE ELEVATIONS). QUALIFIES UNITS WITH AND WITHOUT SIDELPPES MAX. FRAME SIZE 148 1/aux. X 98 3/4'h. OXXO EXT & INT FALSE COLONIAL MUNTIN APPLIED W/SILICONE. QUALIFIES SINGLE OR DOUBLE BOTTOM RAILS MAX. DAYLITE OPENING WIDTH = 28a MAX. DAYLITE OPENING HEIGHT 7-s 83 1/8" SEE ELEVATION AT SHEET tole FOR MAX. ANCHOR SPACING ALL DIMENSIONS SPECIFIED ARE IN INCHES NO HURRICANE SHUTTERS ARE REQUIRED NMS 1). THIS PRODUCT IS DESIGNED AS PER 2010 FLORIDA BUILDING CODE. 2). CLASS MEETS REQUIREMENTS OF ASTM-EI3OO AS PER CHAPTER 24 OF THE FBC 2010 CODE. 3). WOOD SUCKS BY OTHERS. MUST•SE ANCHORED PROPERLY TO TRANSFER LOAD TO THE STRUCTURE & TO BE REVIEWED BY BUILDING OFFICIAL 4). ANCHORS SHALL BE AS LISTED. AND SPACED AS NOTED ABOVE AND ON DRAWING DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO 5). SEE NOTES ® SHEET 4 OF 6 FOR INTALLATO)N FASTENERS TYPE. 6). ANCIORINC OR LOADING CONDITIONS NOT SHOWN N THESE DETAILS ARE NOT PART OF THIS APPROVAL. PROU.RgNgyygp LIMITATIONS: moomPtyy�w�tvFdLlbeBTaDWs 1). MAX. OP - *86 PSF W/ (4) Surface Bolts & Close Types A. S. C & D. BuRdingooda ,� { (SEE LOCATION QETAO.S U SHEET 3 OF 6) A(xeptasca No D.�. •��y 1 2). MAX OP - *76 PSF W/ 2 -Point Lack (active)+ (2) Surface Botts at Inactive OaOe Gc+rO 3). MAX. DP = *76 PSF W/ Flat S01 & must be used where water infiltration is PBD ONAL ENGINEER ,:#: not required or opening is protected by overhang ratio greater than are. PtadlM 4). MAX. OP = *B6 PSF W/ Multi -Point Lock (1-acUva)+(1-poasive) of Inactivo N; "�:; i r; i.,• .'1 ,`ateRevised . - • `•.: "..„Revised * :. .': a •:.� e r+r �: Itt4 . 4,4 4 •' ' � r.• „ • .�•F`�a� • .. _ ,',may ♦e • ,:. • • •• • >(` Revision Notest 8501 NW 80th St. J MEDLEY. FLORIDA 33166 D S TUC. (308) 846-8880 NdNRFACrt/RBR OF geAGTr AWAUNUM M/M I S ARD RUBS DOORS to comply w/ PBCa004 -11/OI 08 to comply w/ PBCE847 Ar added Insulated Glass 01/28/10 Ashland Mutt -Point Look 01/27/11 Revised to comply w/ BIRO FOC Draw ewe r i crura nv.( arom(a a.R=WN 040 Roar Sh-& APPROVAL IMPACT FRElkil 0002 t OF 6 Roka Dx Nelson Erato D o1/et°�/it "La Porte" Impact" French Out—Swing Door ' Draw. srr Durr wawa Nelson BYR2D 01 as/1a 8o01 n Ls. R J- RwaMn D—AM Xwue..+ Rwkbn Nwa FO -2003 +p• • • • • • • • • • • 110 7/8• H4x We Width a SsiPacel WidthoT 6 AT SHE F. C 35 3/16" now. .(Wm ACTUAL PANEL THITHANUIRTINumilis"r+1-(XNF) ParulBWAith a 8 t 3" 3/l6' ax A 211 max DL 3 Vltl A I 0LA88 '11 +/-(PSF) D / 1 x � «a I � 1 I i�ZT • • • � d Acjiee Acj FV. H ±76.0 11 x6P « J. h__1 z/j5t sP L`4ai //.:/.: � a Cel f'lER1�U1 BW.i "OXO" ELEVATION �EET 74 1/E• max Wtlt width 38 S/8• Pax 38 S/w max rE g�,TTERmn IT L13 P 1. Ixdt Width g� qL &Untt Vidal Sklellte _ AT SHEEPF OPTIONS AT 7EaNA , /11Width . A N 6 3016 t I V 73 SnW wx U,4t Width SMVf AtTERR WE .(Wm ACTUAL PANEL THITHANUIRTINumilis"r+1-(XNF) ParulBWAith a 8 t 3" 3/l6' ax A 211 max DL 3 Vltl PANEL ACIIML SM vim • C :•y 0LA88 '11 +/-(PSF) D / • x � «a I � 1 I i�ZT • • • � • • Acjiee • FV. I ±76.0 11 x6P « J. h__1 z/j5t sP L`4ai //.:/.: � le 1/4' 16 1/4' 2e 1/4• 281/4' 30 1/41 34 1/4• G EIi mai 6 x AC ,ave id :v a, a d Inactive 6 ±86D 17 3/16' ±76.0 ±763 s a°° 6 !863 e3 3/16' +763 +763 A ti i ® ±76.0 6 ±86.0 313/161 ±763 ±763 ±76.0 h O pp 4 p A ctille12 I OA B U 74 1/E• max Wtlt width 38 S/8• Pax 38 S/w max rE g�,TTERmn IT L13 P 1. Ixdt Width g� qL &Untt Vidal Sklellte _ AT SHEEPF OPTIONS AT 7EaNA , /11Width . A N 6 3016 t I V 1 los 1/E• Nex Wt Width SEE ALTERNATE 80LT AT SHEET POMInIite Vidth PaVWth C 33 13/16' nnz.) A C 35 3/16' nax .(Wm ACTUAL PANEL THITHANUIRTINumilis"r+1-(XNF) 1 � 1 211 max DL 3 Vltl PANEL ACIIML SM vim • C :•y 0LA88 '11 +/-(PSF) D / • x 95,Y Rex. IN. 3 Widt I f i�ZT • • • � • • Acjiee • FV. I ±76.0 11 x6P « J. h__1 z/j5t sP 1 los 1/E• Nex Wt Width SEE ALTERNATE 80LT AT SHEET POMInIite Vidth PaVWth C 33 13/16' nnz.) A C 35 3/16' nax .(Wm ACTUAL PANEL THITHANUIRTINumilis"r+1-(XNF) OP CHOES /AAMB 1 PANEL ACIIML SM vim • DP ( PSP ) GLASS GLASS TYPE '8' TYPE 'C'TYPE N -(PSP) +/-( 0LA88 '11 +/-(PSF) t1aTN • • x 95,Y Rex. IN. 3 Widt A f a i�ZT • • • • • • 6S • FV. I ±76.0 11 x6P « a 1763 z/j5t sP G 1Elf �x //.:/.: � le 1/4' 16 1/4' 2e 1/4• 281/4' 30 1/41 34 1/4• G EIi mai 6 ±SBD AC ,ave id :v a, a d DgDgpppp����J7gg or RA N 6 ±86D 17 3/16' ±76.0 ±763 �• 6 !863 e3 3/16' +763 +763 a ® ±76.0 6 ±86.0 313/161 ±763 ±763 ±76.0 h O pp U B p P 1, "XX" ELEVATION "OX" ELEVATION "X" ELEVATION "0" ELEVATION APPROVED CONFIGURATIONS NOTES 1. ALL ELEVATIONS ARE A CRAPHICAI. REPRESENTATION VIEWED FROM THE EXTERIOR SIDE. 2. FALSE COLONIAL MUNTINS ARE APPLIED W/ SILICONE ANDOPTIONAL. S. S Y M SINGLE BOTTOM RAIL OR 4. OUT -SWING DOOR WITHOUT INSECT SCREEN. V; PRODUCTRBNBWBD ascontpift widitho Llodda �— ® ,,e 13-O 28.11 yy �zol8 THOM J. sum64tamiDadePr • • SEE ALTERNATE BOLT • • ;6: • • • • • OPTM AT SET • • 000 • • • • • 3 W HE0 "OXXO" ELEVATION ANCHOR NOTES: • • • • • I. SEE ELEVATION AT SHEET 1 OF 6 FOR • • • • • • • • • • ANCHOR MAX. SPACING AND LOCATIONS, • • • • • 2. Fff n NERS TYPTS.6 FOR INSTALLATION : • : : • • • • : • • • • • • •• • • • • • • • • • DKE los 1/E• Nex Wt Width SEE ALTERNATE 80LT AT SHEET POMInIite Vidth PaVWth C 33 13/16' nnz.) A C 35 3/16' nax .(Wm ACTUAL PANEL THITHANUIRTINumilis"r+1-(XNF) OP CHOES /AAMB PANEL ACIIML SM vim • DP ( PSP ) GLASS GLASS TYPE '8' TYPE 'C'TYPE N -(PSP) +/-( 0LA88 '11 +/-(PSF) t1aTN • • ••• 95,Y Rex. IN. 3 Widt • ±86A • i�ZT • • • • • • D'�fi • 5 ±86A 23 3/161 ±76.0 ±763 « «— 1763 //.: 576.0 //.:/.: 1760 le 1/4' 16 1/4' 2e 1/4• 281/4' 30 1/41 34 1/4• 93' zt6> 6 ±SBD g id ±763 ±76.0 6 ±86D 17 3/16' ±76.0 ±763 +763 6 !863 e3 3/16' +763 +763 +763 1 6 1 ±B63 29 3/16' !763 ±763 ±76.0 6 ±86.0 313/161 ±763 ±763 ±76.0 h +763 pp p ctille12 s� U U •• • • 41 V; PRODUCTRBNBWBD ascontpift widitho Llodda �— ® ,,e 13-O 28.11 yy �zol8 THOM J. sum64tamiDadePr • • SEE ALTERNATE BOLT • • ;6: • • • • • OPTM AT SET • • 000 • • • • • 3 W HE0 "OXXO" ELEVATION ANCHOR NOTES: • • • • • I. SEE ELEVATION AT SHEET 1 OF 6 FOR • • • • • • • • • • ANCHOR MAX. SPACING AND LOCATIONS, • • • • • 2. Fff n NERS TYPTS.6 FOR INSTALLATION : • : : • • • • : • • • • • • •• • • • • • • • • • DKE •• V` a Revised to comply W/ FBC8007 & add. 55225 Insulated alas 01/28/10 2 * Aland Mult-Point Ioak 01/27/11 Bed to comply W/ 6010 PBC CF OF Arw,.a AM Dan ow.a 4/ w Nelson Brazo O1/E7/1 o,_ or Oak aaxxw r���pjtye�� Nelson graze 01/20/11 y tJ7iiFFWWtttt•`7T'AA a`�" n.ts. 'LaPorte' IMPACT FRENCH OUTSMING DOOR - DESIGN LOAD CRART .(Wm ACTUAL PANEL THITHANUIRTINumilis"r+1-(XNF) OP CHOES /AAMB PANEL ACIIML SM vim • DP ( PSP ) GLASS GLASS TYPE '8' TYPE 'C'TYPE N -(PSP) +/-( 0LA88 '11 +/-(PSF) t1aTN • • ••• • • ±86A • • • • • • • • • • • • 5 ±86A 23 3/161 ±76.0 ±763 1763 5 ±863 e9 3/16' ±763 ±763 1763 5 1B_6D 31 3/16' 1763 t763 576.0 5 := 35 3/16• ±763 +763 1760 le 1/4' 16 1/4' 2e 1/4• 281/4' 30 1/41 34 1/4• 93' zt6> •• V` a Revised to comply W/ FBC8007 & add. 55225 Insulated alas 01/28/10 2 * Aland Mult-Point Ioak 01/27/11 Bed to comply W/ 6010 PBC CF OF Arw,.a AM Dan ow.a 4/ w Nelson Brazo O1/E7/1 o,_ or Oak aaxxw r���pjtye�� Nelson graze 01/20/11 y tJ7iiFFWWtttt•`7T'AA a`�" n.ts. 'LaPorte' IMPACT FRENCH OUTSMING DOOR - DESIGN LOAD CRART .(Wm ACTUAL PANEL THITHANUIRTINumilis"r+1-(XNF) OP CHOES /AAMB PANEL ACIIML SM vim • DP ( PSP ) GLASS GLASS TYPE '8' TYPE 'C'TYPE N -(PSP) +/-( 0LA88 '11 +/-(PSF) t1aTN • N=" • 10 1/4' 161/4' 5 ±86A It 3/16• ±763 ±763 ±763 S ±863 17 3/16• 176.0 ±76A 1760 22 1/4' e8 1/4' 301/4' e:y' �S> 5 ±86A 23 3/161 ±76.0 ±763 1763 5 ±863 e9 3/16' ±763 ±763 1763 5 1B_6D 31 3/16' 1763 t763 576.0 5 := 35 3/16• ±763 +763 1760 le 1/4' 16 1/4' 2e 1/4• 281/4' 30 1/41 34 1/4• 93' zt6> 6 ±SBD 11 3/16• ±763 ±763 ±76.0 6 ±86D 17 3/16' ±76.0 ±763 +763 6 !863 e3 3/16' +763 +763 +763 1 6 1 ±B63 29 3/16' !763 ±763 ±76.0 6 ±86.0 313/161 ±763 ±763 ±76.0 6 186.0 35 3/16' +763 +76A +763 Guar — ncawnere"is — wuwwa War. • 0 PARENTHESES WOICATES I OF AN(MRS AT FRAME JAMB. LA WS 0.J ®1 78501 NW 901h SL MEDLEY, FLORIDA 33166 D TJST 1 INC. (305) 686-6660 AMMUFAC/URNR OF QUAAATY ALUMINUM UNDINE AND GLASS BOASS PA APPROVAL i 111PAOT IFRENCH 00011 I I 3 or 6 "La Porte" Impact" French Out—Swing Door NeaAm FO -2003 I yr FOR SPACING) — 2 x CP.TJ WOOD JIM x-1/4• MAX. SHIM TYP. MULLION sw to .'•. nT�,� DLO Width Panel Width 1 }' MIM EMBED @ O TYP to Active INTERIOR RIDE INTERN + InSIDE active Activea Inacthre 18 18 r EXtBRIOR SIDE O — J _IOR DIRE � E3 J E4 LOCK STUBS WITH FLUSH BOLT LACK STILES WITH TWO-POINT LOCK & FWSH BOLT INTERIOR SIDE EXTERIOR SIDE 5/16• TAPCOM M/ It/2' MIN EMBED. INTERIOR SIDE (SEE NOTES BELOW FOR SPACINW 3 LOCK STILE 3 20 21 45 i6 IMULLION JAMB 46 Actwe O L'J rve O it ^ I 17mcUI I SideOte I 42 23 .a.',Y. O 12 U 9 10 14 9 10 id 11 t/4• EXTERIOR SIDE / T , C2 MAx sHl "OXXO" UNIT WIDTH MIM EMBE trrPa TWO-POINT MULTI -POINT MNL OP - *76 PSF W1X. DP - 386 PSF OPTIONAL LOCK DETAILS • 22 • • • • r snL height• • • • • • • • • • • rsuruusvnw. an s pus e >L:•'', � � ".: ;; ; n��� SILLI airy• •• • • • • ••• 3 . PROLItICI MRQBWW omplyftwithooriodda t • fw.I �'14111�EMBED • • • • • • • •• WIV TAPCON V/ 11 t/r 4 EMBED. CSEE NOTES BELOW FOR SPACING) IISG► OPTIONAL - / RAIL DETAIL TYP • • DOUBLE BOTTOM • • • • • • • w• • • • • ••• • • • • • • • • • • • • • • • .._, �./,�' �•a°y • • { �taaay, • • NY1I1 1-41, DATE ANCHOR NOTES: I. SEE ELEVATION AT SHEET 1 OF 6 FOR le ANCHOR O.C. MAX. SPACING AND LOCATIONS. ... D •_ 2. A�TE�NIERS g ST TYPES4 OF 6 FOR INSTALLATION - F . PROLItICI MRQBWW omplyftwithooriodda t • • • • • • • • • • •• • •• • •• •• • • 12 0 fa 1/ S cels" (*) OPTIONAL SILL 1g#K :.'h 'Pi. la i )s hlfJ EMB'b OPTIONAL BOLT ®BOTTOM RAIL 5/16• TAPCI; V f TYP C SEE DETAIL E3 FOR MODNTING LOCATION > ANCHOR NOTES: I. SEE ELEVATION AT SHEET 1 OF 6 FOR le ANCHOR O.C. MAX. SPACING AND LOCATIONS. ... D •_ 2. A�TE�NIERS g ST TYPES4 OF 6 FOR INSTALLATION - F . PROLItICI MRQBWW omplyftwithooriodda t Active Inactive No . Ode1 OPTIONAL ROLT ® TOP RAIL . , Miami ." T Pro"Con 5 t 7 Active Inactive MMOR SDE "MOUOR RIDS Al 45 Off 12 0 fa 1/ S cels" (*) OPTIONAL SILL 1g#K :.'h 'Pi. la i )s hlfJ EMB'b OPTIONAL BOLT ®BOTTOM RAIL 5/16• TAPCI; V f TYP C SEE DETAIL E3 FOR MODNTING LOCATION > T t/2• MIN EMBED. CSEE NOTES BELOW FOR SPACINW FLUSH ROLT & (•) PLAT mu NOTE: 23 TWO-POINT LOCK LIMITATIONS: DDORS 6 SIDELiTES WITH THIS SILL TO BE 95 1/4• MAX. FRAME HEIGHT. 1). MAX. OP - *86 PSF W/ (4) THIS TYPE OF SILL IS LIMITED TO •/- 76A psf DESIGN LOAD AND Surfoce BARB do Gloss Typos A. S. & C. MUST BE USED WHERE WATER INFILTRATION IS NOT REQUIRED IDT THE 2). MAX. OP - *76 PSF W/ 2 -Point EXTERIOR OPENING IS PROTECTED WITH AN EXTENDED CEILING OR ROOF Lock (aettve)+(2) S.I. Rolls f Inoctive 6VERHAWG GREATER THAN OR EQUAL TO THE HEIGHT OF THE WALL WHERE THE DOOR IS LOCATED. n Notes: 8501 NW 90th SL LA S O to comply W FBC8004-Il/Ol/05 to comply r/ FBCPA67 &added C 9 MEDLEY, FLORIDA 33166 d Ouse Ol/2R/l0 D V E S, C. (305) 696-8660 Malt -Point Lodi 01/27/11 MAN&PAC70RER OF QUALIff AUMAW NIMPOrS AND OUSS DOORS to comply W/ 2010 t'BC A— cora, vas aem FRaet Rxasam s..Ra/Tr•T•e Taav swc NOII APPRDYAL WPACT FRENCH DOOR 3 OF 6 " Neleon erase of 27 fl "La Porte" Impact" French Out -Swing Door ° Neiaon Eraso Ol/2"0 lB ae•br n.t.e. nl a9�em a+maer p'•myrs FD -2003 aswre. Tara P 5/16' TAPCON W SEE BEL EMBEM SEE BELUW FOR SPACING INTERIOR SIDE 119 .7- 20 21 V K STILE 46 6 ActiveT.,�Z 1 17 EXTERIOR SIDE TAPCGN V.0 MIN EMBED. •" NOTES FOR SPACM EDGE INTERIOR SIDE LOCK STILE 9 21 7 Active 12 L G2 2 _ _j@-@ EXTERIOR SIDE so 51 INTERIOR 03 T 7 INTERIOR SIDE Active 7 PRODUCFRENBWBD I x (P.T.) K 7 6 WOOD BUCX •'1I;.'y" '! 3'`.y: 12 Vem BW A8Uc0W1PftWCWQ12a 13 0 U Active SIdetite Date L,14' MAX 1 1;�� SHIM TYP. 17 LOCK STILE HM TYP. Dole 12 EXMTOR SIDE 13 12 O 22 .. 9 10 . 8 0 . INSTALLATION FASTENERS NQTE-(�� 38 MINAM REOUREG Attachment Screw C 6 Screws e each Skie of Janos, I2 tot*t per ~j, EXTERM MDR O HEAD: SJ16' X 3 1/2* Lung TACPO P •%*) SILL' 5/16' x 221 /4* Long TAPCON(. INTERIOR SIDE INTERIOR SIDE JAMS: 5/16" X 3/4* Lung TAPCON(-) 50 51 MULLMNS- 5/16' X 2 1/4" Long TAPCON(-) 52 5 (4) TAPCON BY MZO7 OR 'BUILDER' LASS10 9 LOCK STILE '2X BUCK' MINIMUM REOURED, FASTENER IFNM EXTERIOR SIDE 56 57 HEAD* 5/16" X 3" Long TAPCONC-) SILL, • 55/,,iS' %X 2 �Cng TAPCON(1) AC JAMS: 16" Tractive 21/1,14 L-9 TAPCON(*) MULLIONS.. 5116' X 2 1/4* Long TAPCON(-) SIDE W TAPCON BY "ELCW OR 'BUIL NOTES: ALL FASTENERS W/ 11/2' MIN, EMBEDMENT, X. SHIM LL TAPCON LENGTHS *V SPECIFIED ARE KIMMUms 1 5 2PROTHOMAS MJ. SDT08 M SEE EMATION AT MiErr I or 6 FOR 0 PAVIAMMIGR SIDE ON I 31 ANCHOR MAX. SPACING AND LOCATIONS I Notes: 11 Rasi-n 'k, Revised to comply w/ FBCZ0% -11/01/05 8501 W 90th St fill 55 't Revised to comply w/ N=0? & added LA WSON • 0 0 0• 225 MEDLEY. FLORIDA 33166 vinsulated 01. OLIRRI10 (1rqx>xylg-r -8660 Height (W5) 696 -r Re SI and Mult-Polut Lk 01/27/11 V to comply Cb- Pd Va.~ 1.7-T W/ 2010 M AFAN(frAemmm or qvAurr Auwwm iommys AND am now 4 OF V. MA ®r, 77-. of: WACT I A' MIN E I R.4.d or n T - VP Nelson Bra /27/11 La Porte impact French Out—Swing Door 20 A0. 8V .. ...:±01 A L=23/16. TAPCM V/ TYP 00 A�N r 0 :M S,:CW 0 0 V97 2 .L% AT NGWS Is rE, 0 •A -6 - DACE_—_ LV I n.ts FD -2003 5/16* TAF 1EVW8 INTERIOR SIDE 1 3 LOCK STILE JAMT ct_20 21 JAMS 30 31 6 23 31 46 39 6 17 12 btactWe Active 1 10 37 36 27' OOAK $KIN1 MIN EMBED UNIT WIDTH (TYP.) EXTERIOR SIDE 3/16, TAPCON W N0TES EMBEI iEV5N0TES FOR SPACING LOCK STILE (19 - �2 0 21 � M__ 04D INTERIOR SIDE LOCK STILE 9 21 7 Active 12 L G2 2 _ _j@-@ EXTERIOR SIDE so 51 INTERIOR 03 T 7 INTERIOR SIDE Active 7 PRODUCFRENBWBD I x (P.T.) K 7 6 WOOD BUCX •'1I;.'y" '! 3'`.y: 12 Vem BW A8Uc0W1PftWCWQ12a 13 0 U Active SIdetite Date L,14' MAX 1 1;�� SHIM TYP. 17 LOCK STILE HM TYP. Dole 12 EXMTOR SIDE 13 12 O 22 .. 9 10 . 8 0 . INSTALLATION FASTENERS NQTE-(�� 38 MINAM REOUREG Attachment Screw C 6 Screws e each Skie of Janos, I2 tot*t per ~j, EXTERM MDR O HEAD: SJ16' X 3 1/2* Lung TACPO P •%*) SILL' 5/16' x 221 /4* Long TAPCON(. INTERIOR SIDE INTERIOR SIDE JAMS: 5/16" X 3/4* Lung TAPCON(-) 50 51 MULLMNS- 5/16' X 2 1/4" Long TAPCON(-) 52 5 (4) TAPCON BY MZO7 OR 'BUILDER' LASS10 9 LOCK STILE '2X BUCK' MINIMUM REOURED, FASTENER IFNM EXTERIOR SIDE 56 57 HEAD* 5/16" X 3" Long TAPCONC-) SILL, • 55/,,iS' %X 2 �Cng TAPCON(1) AC JAMS: 16" Tractive 21/1,14 L-9 TAPCON(*) MULLIONS.. 5116' X 2 1/4* Long TAPCON(-) SIDE W TAPCON BY "ELCW OR 'BUIL NOTES: ALL FASTENERS W/ 11/2' MIN, EMBEDMENT, X. SHIM LL TAPCON LENGTHS *V SPECIFIED ARE KIMMUms 1 5 2PROTHOMAS MJ. SDT08 M SEE EMATION AT MiErr I or 6 FOR 0 PAVIAMMIGR SIDE ON I 31 ANCHOR MAX. SPACING AND LOCATIONS I Notes: 11 Rasi-n 'k, Revised to comply w/ FBCZ0% -11/01/05 8501 W 90th St fill 55 't Revised to comply w/ N=0? & added LA WSON • 0 0 0• 225 MEDLEY. FLORIDA 33166 vinsulated 01. OLIRRI10 (1rqx>xylg-r -8660 Height (W5) 696 -r Re SI and Mult-Polut Lk 01/27/11 V to comply Cb- Pd Va.~ 1.7-T W/ 2010 M AFAN(frAemmm or qvAurr Auwwm iommys AND am now 4 OF V. MA ®r, 77-. of: WACT I A' MIN E I R.4.d or n T - VP Nelson Bra /27/11 La Porte impact French Out—Swing Door 20 A0. 8V .. ...:±01 A L=23/16. TAPCM V/ TYP 00 A�N r 0 :M S,:CW 0 0 V97 2 .L% AT NGWS Is rE, 0 •A -6 - DACE_—_ LV I n.ts FD -2003 .. _ ..... _ SIKLM ATTADOICUT DOIn.0 6tOVC ESTERIDR � 18 WI SCYEVS 11, AD \, _ tea. INTERIOR SIDE ASSOIa,Y StaCVe LRB CALED ©Glazing Adapter se . 3/r NL/P+c1. �­jGlazing Depth J — vEATxcarrDm rAEs w _ 30 31 Ca ft g ....... ` laminated Class ADAVTCQ[' - - by Dupont or Unit& Dan= SIDE Da>R J.0 Types A". W or SNELITE/JAMB ATTACHMENT DETAIL SEE TABLE v/ CCIaE FRAME ASSEMBLY DETAIL GLAZING TYPE 6 DESCRIPT 1/4 Rouml \cN.aao • 3 3a Bead 9 10 `En (K SIDD ACCESS n EXTERIOR SIDE SILL SEALANT DETAIL a GLAZING DETAIL #1 1n1E. MEUM To SC SERVED SIMILAR In SILL LETT am /MA¢ sTaE UrT OFF AaD aomE/ wrCPxa. ,a _ I Sre• NINM ATTACHRM OEM Lm . SCREWS am MD A 3/4• PaIPIA . HINGE ATTACHMENT DETAILS ACCELS IO E / LEFT MmD mise LEAF.TOd was -c9 W i Sra.E Lona+ . "tow AlUtmENT M Not I PANEL ASSEMBLY DETAIL .EaaS MOLE awa WID'I LOFT JANE st4 SNS OR SELF DRILLING SCREWS INTOMETAL STRUCTURE s14 SNS OR SELF GRILLING SCREWS INTO NETAt STRUCIURE CSEE NOTES FOR SPACDO rIN EGOS GIST.T "128 TFRL PIN. <6es T Not tSFE NO7E3 FOR SPACING) 1. MON EWE DISI. +{I+-12 OA. PIN. 1p by 36 KSI NINJ vas• RNNat TUBE 19II.UION TO APPROVEb GGA ySTEEL TUBEtotUNNER y(STEEL IN CONTACT W/ AWP.NI-RADE 9999 SMAE PLATED OR PAINTED) INTERIOR @Glazing Ad"__ 0/16" Laminated Cla 33ME TABLE v/ t�ItRESPa0-02 IG TYPE t DESCRIPT 1/4" ham w1 � / Air gya ve t/B" 'Temp. Glaes INSULATED SPACER •TruSeW- ® ng Bead Duro Seal S� to SPocer BWck - 1/4• AF Space PLN. 612-291-357 EXTERIOR LAZING DETAIL t Mo L9Vr F eAb,Cq& Vwr soul Pr1 - .� GLAZING TYPE & DESCRIPTIONS .466" 0 AI&mInated Glass by 10M ipont - Glesa A" 17BM I DESCRIPTION DILTAIL 3E 1 3/16' Arotpolad E A90• DuPont SUP Intarlo r vas• 3 3/16• AnneeW 340 0 A Laminated Claes bv Dupont - Class Tvae "B" r= DBSCBIPTION I V6' AMealed E .096• DuPont PVB Intarlayvr 3 IMAnneoled -44 DETAIL 33 —� agar .340 0 A Laminated Glass by Solutia - Glass TyC ITEM mstrPION DETetI. 34 I Va• heat -Strengthened Glosa E Sor[ve PWB Interni star 3 11M Hevt-Straplthened Goas GLAZING TYPE & DESCRIPTIONS .340 0 A Laminated Glass by Solutia - Glass Type D ITEM aIiBCRIP170N DETAIL 1 I Vlr Heat-StrenathN d liven ® �.• 2 3 AV SaheA PVB Intent" Va• Meat-Stev.gtnanadalms IN SHIM TYP. 4114• INSULATED AIR SPACE --Fr ,l_JIL '�•, S VE• TEMPERED GLASS ' • ••V4• .340 O A Laminated Class by utia - Claes T a ITEM DiSCRIPTION DRIAI6 L 1 1/6' Meat -St --then d Gays ® Ue• 2 AV DBmt W we laver 3 4 1/6, 1•at-Stre-thPni¢RI Gass 1/4• INSULATED AIR SPACE ems. 5 I/B• TEMPERED GLASS 1/ IMAX SHIN TYP. 1/4' MAN SHIM TYP. I I Imo" + MODUCTRBNBWBD • rLCO TAPCON V/ !• MIN EMBED. NOTES FOR SPACING) • • • 1114• MW rn INST s/16• rRPCINR v/ 1 V2• MIN EMBED. INTO COW_ ( LSE �DGE DIST TYPw <SEE NOTES FOR SPACING) 41d'S' (CONC. TO BE 3 KSI MDU i • • • • • IN SHIM TYP. • • • e • • • • ••V4• • DARE ---� jt75 NAX SHIN TYP. I/4• • rLCO TAPCON V/ !• MIN EMBED. NOTES FOR SPACING) • • • • PRO A,1J19F • VVU.•� •• • • 41d'S' ��'�e �, ��.$I':a • • • • • IN SHIM TYP. • • • •• • NOTE-••• • • • I3P IMVK IUSTALLATIDN DETAILS MAY APPLY • • TO DDGI FRANC JAH AND/GR FRAME MEA" FRAME INSfAtt,IiTIA OI:TIAm. : AItS • • • i i • • • e • • • • DARE VF Nn�O eEAaw eS�ly0lgwltbOaPlotid6 11 HINGE ASSEMBLY DETAIL #PD -624-2 Ikadutt s Notes: to comply W/ 7 8to comply V/ FBC2004 1adddedLA � 9 7 S O 9 MEDLEY. FLORIDA 33166 a Gies 0I/28/I4 I LTSTR S. INt7. (305) 696-6660 Ault-Polut Look 01/27/11 NANUPACTURER OF QDANTr AWT MLW a'LVDWS AND ODASS DOORS to eomply W/ 2010 PBC orae cram lft4 R— Prod "ft w sat /Rode" Frain SAare N"A"Nomf WPACT FRENCH DOOR 5 OF 6 v Nelson Erato 0 2y'il "La Porte" Impact" French Out—Swing Door ` Nelson EraxoDeI/ea%I2 FO -2003 '^...'a" — „P" • • • • s•• • VF Nn�O eEAaw eS�ly0lgwltbOaPlotid6 11 HINGE ASSEMBLY DETAIL #PD -624-2 Ikadutt s Notes: to comply W/ 7 8to comply V/ FBC2004 1adddedLA � 9 7 S O 9 MEDLEY. FLORIDA 33166 a Gies 0I/28/I4 I LTSTR S. INt7. (305) 696-6660 Ault-Polut Look 01/27/11 NANUPACTURER OF QDANTr AWT MLW a'LVDWS AND ODASS DOORS to eomply W/ 2010 PBC orae cram lft4 R— Prod "ft w sat /Rode" Frain SAare N"A"Nomf WPACT FRENCH DOOR 5 OF 6 v Nelson Erato 0 2y'il "La Porte" Impact" French Out—Swing Door ` Nelson EraxoDeI/ea%I2 FO -2003 '^...'a" — „P" • 0 l '1 Optional Multi -Point Locks OPTIONAL (+/- 86.0 pat DP) OTBO-POINT LOCK Active Lock I Pad.%Ive Lock ! • TACK OHC -050 ASHLAND OW5110-STACT5ASHLAND 10-5 Al 76.0 pal DP) _-HANDLE-5 TRD7SET HAN R T 1 1/ FLUSH BOLT AND TSO -POINT LOCK ANGLE GUIDE OFD -827-1 11 124 1.500 INACTIVE -PANEL FLUSH BOLT 47 ANGLE GUIDE 1 1/2" LONG OVD-625-1 r 1 i/r I SIDEUTE PANEL. ALUMINUM PLATE 38 2" LONG OHC -002 '1 1 � i k. f njw 1 I� 3.5 .076..,1^ IrA ! T 975 A62 6 .460 .096 1.750 17 1.259 ..I L 1 .908 � .074 .127 GLAZING ADAPTER 28 QUARTER ROUND OL -910 O #FD -6") BEAD ��-83¢ O PANEL HINGE STILE 8 OL -907 .119 .730 �6 T�- 4.187 .098 MINCE 1JiAF Ip QUARTER ROUND 1.750 .075 I1 A -908O(3/8') BEAD OL -912 -ir'on 5.05 ---1 O PANEL LOCK STILE J33 b56 7 ®L-905 t 0 208 ' I -T 30 L75 L7 � QUARTER ROUND 12S 1.230 `./ (1/4") BEAD OL -911 .072 `i 1/625-1 L0.198T .045 065 42 HALF ROUND .062 FALSE MUNTIN 8 RAIL ADAPTER 4.000 A72 500 OL -913 O "OL -909 D9 _ Fkm&I. t - eam Pias I". M. FPVC Tilade Co pond No. 720W78 L ACTIVE HAMILEB B x� `•+ :,1:, • • • , • . i L :. • ` U E-- ASPM NO. Da=odaHmdma"A",10= 6 TRIMSET B DMO pp 1.45 13-M T"Obsuvogd%PSI S a � 340.0 & R >Y g ^4 5 PANEL TOP & BOTTOM RAIL #'-908 •31.0 .� '2. FP IAatile: Compound Na 7267-75 LMK CTIIVE PHYSICAL ASI'AI NO. CK 75 Dam SPdOo(l_ity oa 0.792 ••a 1640 D•638 uhhene mavIiaa,% 325.0 0338 Oe 765.0 o • 0 l '1 Optional Multi -Point Locks OPTIONAL (+/- 86.0 pat DP) OTBO-POINT LOCK Active Lock I Pad.%Ive Lock ! • TACK OHC -050 ASHLAND OW5110-STACT5ASHLAND 10-5 Al 76.0 pal DP) _-HANDLE-5 TRD7SET HAN R T 1 1/ FLUSH BOLT AND TSO -POINT LOCK ANGLE GUIDE OFD -827-1 11 124 1.500 INACTIVE -PANEL FLUSH BOLT 47 ANGLE GUIDE 1 1/2" LONG OVD-625-1 r 1 i/r I SIDEUTE PANEL. ALUMINUM PLATE 38 2" LONG OHC -002 '1 1 � i k. f njw 1 I� 3.5 .076..,1^ IrA ! T 975 A62 6 .460 .096 1.750 17 1.259 ..I L 1 .908 � .074 .127 GLAZING ADAPTER 28 QUARTER ROUND OL -910 O #FD -6") BEAD ��-83¢ O PANEL HINGE STILE 8 OL -907 .119 .730 �6 T�- 4.187 .098 MINCE 1JiAF Ip QUARTER ROUND 1.750 .075 I1 A -908O(3/8') BEAD OL -912 -ir'on 5.05 ---1 O PANEL LOCK STILE J33 b56 7 ®L-905 t 0 208 ' I -T 30 L75 L7 � QUARTER ROUND 12S 1.230 `./ (1/4") BEAD OL -911 .072 `i 1/625-1 L0.198T .045 065 42 HALF ROUND .062 FALSE MUNTIN 8 RAIL ADAPTER 4.000 A72 500 OL -913 O "OL -909 D9 _ Fkm&I. t - eam Pias I". M. FPVC Tilade Co pond No. 720W78 L ACTIVE HAMILEB PHYSICAL x� `•+ :,1:, • • • , • . i L :. • ` U E-- ASPM NO. Da=odaHmdma"A",10= 6 TRIMSET B DMO Spai00Gm»ib, 1.45 13-M T"Obsuvogd%PSI 1640 Q9 9 m�1g 340.0 a Model.@10 KElaosdim, PSI 765.0 ^4 5 PANEL TOP & BOTTOM RAIL #'-908 •31.0 0.746 '2. FP IAatile: Compound Na 7267-75 ••• PHYSICAL ASI'AI NO. DaramlerHmdma A", 10M 75 Dam SPdOo(l_ity 1.45 0.792 TersibsuaBtla,PSI 1640 D•638 uhhene mavIiaa,% 325.0 0338 Model=@ 100V.WaW&n, PSI 765.0 D•618 • 0 l '1 Optional Multi -Point Locks OPTIONAL (+/- 86.0 pat DP) OTBO-POINT LOCK Active Lock I Pad.%Ive Lock ! • TACK OHC -050 ASHLAND OW5110-STACT5ASHLAND 10-5 Al 76.0 pal DP) _-HANDLE-5 TRD7SET HAN R T 1 1/ FLUSH BOLT AND TSO -POINT LOCK ANGLE GUIDE OFD -827-1 11 124 1.500 INACTIVE -PANEL FLUSH BOLT 47 ANGLE GUIDE 1 1/2" LONG OVD-625-1 r 1 i/r I SIDEUTE PANEL. ALUMINUM PLATE 38 2" LONG OHC -002 '1 1 � i k. f njw 1 I� 3.5 .076..,1^ IrA ! T 975 A62 6 .460 .096 1.750 17 1.259 ..I L 1 .908 � .074 .127 GLAZING ADAPTER 28 QUARTER ROUND OL -910 O #FD -6") BEAD ��-83¢ O PANEL HINGE STILE 8 OL -907 .119 .730 �6 T�- 4.187 .098 MINCE 1JiAF Ip QUARTER ROUND 1.750 .075 I1 A -908O(3/8') BEAD OL -912 -ir'on 5.05 ---1 O PANEL LOCK STILE J33 b56 7 ®L-905 t 0 208 ' I -T 30 L75 L7 � QUARTER ROUND 12S 1.230 `./ (1/4") BEAD OL -911 .072 `i 1/625-1 L0.198T .045 065 42 HALF ROUND .062 FALSE MUNTIN 8 RAIL ADAPTER 4.000 A72 500 OL -913 O "OL -909 D9 _ Fkm&I. t - eam Pias I". M. FPVC Tilade Co pond No. 720W78 os2 PHYSICAL x� `•+ :,1:, • • • , • . i L :. • ` U E-- ASPM NO. Da=odaHmdma"A",10= 75 DMO Spai00Gm»ib, 1.45 13-M T"Obsuvogd%PSI 1640 134633 % 340.0 13438 Model.@10 KElaosdim, PSI 765.0 114ii8 5 PANEL TOP & BOTTOM RAIL #'-908 •31.0 0.746 '2. FP IAatile: Compound Na 7267-75 ••• PHYSICAL ASI'AI NO. DaramlerHmdma A", 10M 75 Dam SPdOo(l_ity 1.45 0.792 TersibsuaBtla,PSI 1640 D•638 uhhene mavIiaa,% 325.0 0338 Model=@ 100V.WaW&n, PSI 765.0 D•618 a 0.746 4.500 ---1 .687i5 1 FRAME HEAD 17L-901 1.25 k3coj[14 A64 2A00 �- 4.500 -� OFRAME SILL OL -902 IBM -1 066 .063 . ... .213 F 45M 4 JAMB ADAPTER OL -904 4348 .100 ame 4D65 OFRAME HEAD SHEAR PLATE OL -916 rL4T�: 1. ALL DIMENSIONS SPECIFIED ARE IN INCHES eASS 1B .100 2. SER ELEVATION AT SHEET 1 OF 6 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS • •[I! STAD&CSS STEEL BOLT a1 to 5n6' DD. SSS ai-Too pah 00 319' D0. SSS W, a" pah �• • (g�Afr7-PANES .•211 BOLT OHe*O01• • • • • • • os2 TR ,. PRO ONU ij D46RR x� `•+ :,1:, • • • , • . i L :. • ` U E-- •� ; �,.,"..' `'�, •.hundated '� .' !f �• I .'^ ?�,`.. �i ;'>' '.r' tZ�i�tLV fat Revision NoteRevised to comply * F6C2004 -t to comply r/ P11=97 & Olney at/22/10 Ashland Halt-Potat tack 01/E7/11 ised to comply e/ 9010 FBC Al a"wa en Razalt. casco aw Nelson Etazo plc' i U.136 -^l.i •• 5 PANEL TOP & BOTTOM RAIL #'-908 FRAME JAMB O OL -903 4.500 ---1 .687i5 1 FRAME HEAD 17L-901 1.25 k3coj[14 A64 2A00 �- 4.500 -� OFRAME SILL OL -902 IBM -1 066 .063 . ... .213 F 45M 4 JAMB ADAPTER OL -904 4348 .100 ame 4D65 OFRAME HEAD SHEAR PLATE OL -916 rL4T�: 1. ALL DIMENSIONS SPECIFIED ARE IN INCHES eASS 1B .100 2. SER ELEVATION AT SHEET 1 OF 6 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS • •[I! STAD&CSS STEEL BOLT a1 to 5n6' DD. SSS ai-Too pah 00 319' D0. SSS W, a" pah �• • (g�Afr7-PANES .•211 BOLT OHe*O01• • • • • • • � d TR ,. PRO ONU ij D46RR x� `•+ :,1:, • • • , • . i L :. • ` U E-- •� ; �,.,"..' `'�, •.hundated '� .' !f �• I .'^ ?�,`.. �i ;'>' '.r' tZ�i�tLV fat Revision NoteRevised to comply * F6C2004 -t to comply r/ P11=97 & Olney at/22/10 Ashland Halt-Potat tack 01/E7/11 ised to comply e/ 9010 FBC Al a"wa en Razalt. casco aw Nelson Etazo plc' i 7 „430, Q 45 FRAME LOW BILI, OL -916 :a/a REFER T 0 DETAIL •H3' AT SHEET 0 3 OF 6 /77FOOOR ADDITIONAL NOTES AND LIMITATIONS LA Y 7 l. -J ON MEDLEY. FLORIDA1 �/��y/�®y 8501 NW 90th S 33166 I W 1> X_T 0-r12I l T c:. (305) 696-8680 MWOPAcITIMM OF QWurr Awmwum •lAwn AND cum DOORS aw Qac Pmt LTau ProdIRPACT FsnRENCH ODOR -00 anis -w OA APP80VAL 8 OF 8 "La Porte" Impact" French Out -Swing Door FO -2003 L-6.rr. • •• s• •• ••• • ••• • • • 7 „430, Q 45 FRAME LOW BILI, OL -916 :a/a REFER T 0 DETAIL •H3' AT SHEET 0 3 OF 6 /77FOOOR ADDITIONAL NOTES AND LIMITATIONS LA Y 7 l. -J ON MEDLEY. FLORIDA1 �/��y/�®y 8501 NW 90th S 33166 I W 1> X_T 0-r12I l T c:. (305) 696-8680 MWOPAcITIMM OF QWurr Awmwum •lAwn AND cum DOORS aw Qac Pmt LTau ProdIRPACT FsnRENCH ODOR -00 anis -w OA APP80VAL 8 OF 8 "La Porte" Impact" French Out -Swing Door FO -2003 L-6.rr. 4 1 M®D1ADE 1 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 MIAMI -DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 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 PERA - 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. PERA 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 APPROVAL DOCUMENT: Drawing No. L7700-0901, tilled "Series -7700 Single Hung Flange Frame Impact Window", sheets l through 5 of 5, dated 05/27/09 with revision A dated 01/20/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, *P. E., bearing the Miami --Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Section. MISSILE IMPACT RATING: Large Missile Impact Resistant 0000 LABELING: Each unit shall bear a permanent label with the manufacturer's name orldgo'city, Itatej'• model/series, and following statement: "Miami -Dade County Product Control Approddd'�Wess ot�ejvvtse noted herein. 00 as* RENEWAL of this NOA shall be considered after a renewal application has been fi,4"XthereIse t en no change in the applicable building code negatively affecting the performance of thisop cxlV. •.•. TERMINATION of this NOA will occur after the expiration date or if there has beep*a revision or cl;mge ,*090 in the materials, use, and/or manufacture of the product or process. Misuse of this NOr as ag endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA: rmYuh to comply with any section of this NOA shall be cause for termination and removal of OA: � • • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, F18AN, 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 # 11-0705.09 and consists of this page 1 and evidence pages E -I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. APPROVER ,► Ir Expiration Date—December 27, 2016 Approval Date: March 29, 2012 Page 1 0000.. 0000.. Vsee: X000• 00000 00.000 0.0000 • 0000.. Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No L77004901, titled "Series -7700 Single Hung Flange Frame Impact Window", sheets 1 through 5 of 5, dated 05/27/09 with revision A dated 01/20/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked—up drawings and installation diagram of aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-09-2530A and HETI-09-2530B, dated 03/02/09, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 09-0706.09) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked—up drawings and installation diagram of aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08-2003 C, HETI-08-2004 A, HETI- 08-2060 A, HETI48-2060 B, HET148-2061 A, HETI-08-2061 B, HETI-08-2062 A, HETI48-2062 B, HETI-08-2063A, HETI-08-2063B, HETI-08-2064A and HETI-08-20648, dated 03/15/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08-0825.17) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3 Water Resistance Test, per FBC TAS 2029# � •"' 4) Large Missile Impact Test per FBC, TAS 2014 4 : . • •„ • 0 0 5 clic Wind Pressure Loading per FBC TAS -N3-94 ••:..' • Cyclic g P � `� 0000:. 6) Forced Entry Test, per FBC 24113.2.1, TAS'2b2' 94 0 :8900: along with marked—up drawings and installation diagram of aluejXijm si4djitng 0.• window; prepared by Fenestration Testing Laboratory, Inc., TestAxports Nj.•s • FTL-2987 and FTL 2986, dated 04/03/01 and 03/27/01, all signed•and seMad by ... • Luis Antonio Figueredo, P. E. :": •: .' (Submitted under previous NOA No. 06-0406.08) :...: 9 • • • • • .. .. . .0090. 0000 . 9..9 Manuel Ptereffp.E. Product Controlxa finer NOA No. 12- 127.16 Expiration Date: December 27, 2016 Approval Date: March 29, 2012 E-1 t t Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 01/18/10, signed and sealed by Thomas J. Sotos, P. E. 2. Glazing complies with ASTM E1300-02/04. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No.114624.01. issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 3. Notice of Acceptance No.114325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05105/11, expiring on 05/21/16 F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated January 25, 2012, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated May 28, 2009, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No.11-0705.09) 3. Laboratory compliance letter for Test Reports No. HETI-09--2530 A and HETI-09- 2530B, issued by Hurricane Engineering & Testing, Inc., dated 03/02/09, all signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 09-0706.09) 4. Laboratory compliance letter for Test Reports No. HETI-08--2003 C, HETI-08- 2004 A, HETI-08-2060 A, HETI-08 2060 B, HETI-08-2061 A, ETI -08--2061 B, HETI-08-2062 A, HETI-08-2062 B, HETI--08-2063A, HET148-2063 ; 44 TI - 08 -2064A and HETI-08-2064B, issued by Hurricane Engineer;gg &t Testing: Mc., • • • % • dated 03/15/08, all signed and sealed by Candido F. Font, P. E....;.. %0;;;• (Submitted under previous NOA No. 08-0825.17) • • • • • •0 •oes;• 5. Laboratory compliance letter for Test Reports No. FTL-2987 amdeFTj--29§6? issued • • • •; by Fenestration Testing Laboratory, Inc., dated April 03 and Marhh'27, 2001, tell • • • • • • signed and sealed by Luis Antonio Figueredo, P. E. 0 • • • .. " • • • • • • (Submitted under previous NDA No. 06-0406.08) • • ' •' �so G. OTHERS 1. .. Notice of Acceptance No. 11-0705.09, issued to Lawson Industries, Ihc. for t air • • . 40 Series "SH -7700 Flange" Aluminum Single Hung Window �-- LM.I., approvea on 08/18/11 and expiring on 12/27/16. Man el P .E. Lui, Product Control xa er NOA No. 12-0127.16 Expiration Date: December 27, 2016 Approval Date: March 29, 2012 E-2 WINDOW KANDE FRAME WIDTH INSTALLATIUN A=N=, WIND W FLANGE FRAME WIDTH THIN ANLTW4S W 4 MAY. AT FRAME HEAD LSAT SILLO Al fDt NONE PER FRAXE saL ---I 13 3/4• �— OG tGt FRAM JAMBS TEFF SHEET N) A mAx. ac 6• JAMBS (SEE SHEET A4> 6• 6 _ A' Ati°�I. CORNERS . ALL•RS ti to tT6 --s-----alee� SS Y. .LO. Wiid k • §= Mo D.L.O. th cY dgB11 18, AT A• MEETMG d B• BIm L S j 1 to 3,04*--- T z �� - rrrppp ��� 6•MAY. 9 HAX. EXT. INT. FALSE COLONIAL 4 ALl lbRnlEitts 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES `J t--�--- SB.tEY __�' EXT. &INT. FALSE EOLONIAL MIINTINS ARE APPLIED V/ ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) AND AS TABULATED `� 1 92.123• .., I ARE APPLIED V/ 47.0 ' t�'� VWmV 1DA3C WIDTH SILICILABLEt(E AND ARE WINDOW BUCK WIDTH V/ S1LIEONE AND ARE VWm4/ BUCH VIDTN W SILT AVAILABLE AS 13PTIDNAL. AV TO BE REVIEWED BY BUILDING OFFICIAL. AVAILABLE AS OPTIONAL. 48" x 78" EQUAL LITE ELEVATION UN -EQUAL LITE RADIUS ELEVATION 8.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE CIA= LAMINATED GLASS UN -EQUAL LITE ELEVATION • INCLUDES UN -EQUAL LITE AND RADIUS HEAD (LOOTED TO *LOADS ON SHEET 4 OF 8) (LIMITED TO (AADS ON SHEET 4 OF 8) (LIMITED TO LOADS ON MIKE. 4 of 5) SERIES -7700 SINGLE HUNG IMPACT WINDOW -' FLANGE FRAME General Notes: E 7.) SEE SHEET 4 FOR DEMON PRESSURES AND GLASS TYPES. 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS 8.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEB SHEET 3. 93.829• 9.) EXT. & INT. FALSE COLONIAL MUNTINS Aft QPT(py`j, 96 Alp ARF nUE$ W/ SILICONE OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE I STALIAI aNC•mRS VDimV FLANGE FRAME WIDTH MEETT Om RAIL& VELOCITY (HVHZ) AND ASTM 1300-02. THIS PRODUCT IS IMPACT RESISTANT. tw A. MAK Ai FRAME HEAD NWX �JAMIS ISHEET\04) �tMIL WOOD BUCKS TO BE ANCHORED IN COMPLIANCE in 4E Nil PSC MTER oi. (SHUTTERS NOT REQUIRED) (G FRAME GEE OC 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED $O THAT THE BUILDING I A ii RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2010 F.H.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 4 ALl lbRnlEitts 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ii (3 ii D ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) AND AS TABULATED c ON SHEET 4. s" 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE a 9 5.18, ENGINEERED ON A SITE SPECIFIC BASIS. UNDER SEPARATE APPROVAL AND f3 IM TO BE REVIEWED BY BUILDING OFFICIAL. 8.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE CIA= LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEET g3), AND FOR USE WITH DOUBLE GLAZE § ? -r— W LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET ®3). 6' METING- J f anp S.) SEE SHEET 3 FOR LACK DETAILS & OPTIONS. E 7.) SEE SHEET 4 FOR DEMON PRESSURES AND GLASS TYPES. F 8.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEB SHEET 3. 9.) EXT. & INT. FALSE COLONIAL MUNTINS Aft QPT(py`j, 96 Alp ARF nUE$ W/ SILICONE � 9M�ui. BELOV 10.) WOOD BUCKS IN CONTACT WITH CONCREIL MUST B9 PRESSiIRP TWAT&D AND, MILDRED MEETT Om RAIL& (BY OTHERS). PRIOR TO WINDOW INSTALE*gON. (S SHEEL'T ®S FOR DETAIL & NOTES) I WOOD BUCKS TO BE ANCHORED IN COMPLIANCE in 4E Nil PSC MTER oi. SECTION 11.3.3.3. • • • • • • • • • • • • G• bW1 D.LO. OY h - C ii (3 ii D c i PRODUCT REVISED Aa0cft OnPId>�R No it.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 1E.)MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF MIAMI -DADS COUNTY APPROVED C WINDOWS USING A MIAMI -DARE CO APPROVED MULLION IN BETWEEN ARE ACCEPTABLE EXT.& INT. FALSE MAL B BUT THE LOWER DESIGN PRESSURESrtOM ?"WINDOWS (OR MUbUON APPROMkI, W APPLY MUNTINS ARE APPLIea v/ 3 V/ SiL1CONE AND ARE TO THE ENTIRE MULLED SYSTEM • • • • • • • AVAILABLE AS OPTIONAL. WINDOW DUCK WIDTH 13.) SEE SHEET g 3 FOR MULLION/META 1A ACH%ENT•D .1� • • • • EQUAL LITE ELEVATION 14.) ALL METAL/STEEL IN CONTACT WITH pL�11N1� UgjiQl•i1R MI�PEiAAL! 7Yf BE (LIMITED TO LOADS ON SHEET 4 OF B) PAINTED OR PLATED AND SHALL ME SP S>cCf1 2003.8.4. 10 F>A,RIDA 11LDC. CODE. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • m� Am W O N Z94 2 I 0 W 1/4' TAPCON W/ 1 1/4' ALL WOOD RUCKS ENGINEERED SEPARATELY — MIN. EMBEDMENT INTO ClNC. & TO BE REVIEWED BY BLDG. OFFICIAL CTYP.) CSEE ELEVATION AT SHEET D1 r 1/4' FOR MAX. FASTENER SPA .1 SILICONE ADHESIVE P.T WOOD BUCK NOT BY LAWSON IND. r MIN. EMBEDMENT INTO CONE. F �p MUST SUSTAIN IMPOSED LOADS 1 1/8, MIN. 14 OT LAMINATED GLASS �I. Pik > ••O Y' q 4 .q:>. e. j 4 :.. 'i0r• AEM�DMENT, •ee 4: MOE .�_• IL ' -MIN. a 014 S.M.S. W/ 1 I/4' MM. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET 01 FIIR MAX FASTENER SPACING) SILICONE ADHESIVE BEDDING COMPOUND n n INTERIOR 18 = t9 O ll r 1/4' y SILICONE ADHESIVE EXT. GRADE r MIN. EMBEDMENT INTO CONE. F �p BEDDING COMPOUND Vj O W 14 OT LAMINATED GLASS 14 4 1/4• MIN. p a 2 MOE 1' MDS 014 S.M.S. W/ 1 1/4' IL ' 1/8' MIN. S 1 1 D DIST MIN. EMBEDMENT INTO WO INTERIOR CSEE ELEVATION AT SHEI MIrETMG FOR MAX. FASTENER SPAC PERIMETER CAULKING RAILS 1 • • • • EXTERIOR EXT. GRADE EXT. c CAULK CAULK f ® • • EMBE 4 9 n 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 11 EXTERIOR FRAME VIDTx WINDOW INSTALLATION NOTES; L THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER CTYP.) P. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS CTYPJ •WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LOS THAN 1/8'. SHINS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE 012 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF I 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES AT SHEET 4 OF 5 FOR QUANTITIES REQUIRED) GLASS -.PT. WOOD BUCKS i r 1/4' 8 J/4' TAPCON W/ 1 y 10 r MIN. EMBEDMENT INTO CONE. F �p � Vj O W 14 OT 14 1/4• MIN. p a 2 MOE IL ' 1/8' MIN. S 1 1 EXTERIOR GRADE PERIMETER CAULKING • • • • • • • 2 -. • • e•a 4 e'a ••• 4.• .•R• • a•a• •• • • •• •'A? 6 � b: a p'.g• 4 .' e: EXj•_C__ • • • CJ�ILI{• • • • • • • • • • •• • • 7 BYOR2Br • • • •• • • • • • • • • • • • • WOOD DUCK • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 11 EXTERIOR FRAME VIDTx WINDOW INSTALLATION NOTES; L THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER CTYP.) P. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS CTYPJ •WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LOS THAN 1/8'. SHINS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE 012 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF I 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES AT SHEET 4 OF 5 FOR QUANTITIES REQUIRED) GLASS -.PT. WOOD BUCKS i r 1/4' J/4' TAPCON W/ 1 y 10 r MIN. EMBEDMENT INTO CONE. F �p CSEE ELEVATION AT SHEET Ot ' Vj O W FOR MAX FASTENER SPACING) 'a C 1/4• MIN. a 2 MOE IL ' 1/8' MIN. S 1 1 • ;•a ! EDGE DISTANCE ,21h. LAMINATEDCO O — TYPE 9 R®1 OIA88 DBQCAP'T10N DETAIL 6AMMATB 981CIDPTWN 11/B• ANNEALED 0.ASS _ - r_ L•ENTRYGtpg PLUS 8 DOSP PLASTIC M7ERLATER Bp •OWDt1T• O Llr ANNEALED OLAS8 LiID' IAM GLASS C M TYPE 4 — ITSY aim DISMO. 47--1 NINKfB 1 LIB' ANNEALED GLASS _ .es e DOW PLASTY DITERLATER _ - BUTACTTE PVB - •OyppNT• D 1/B' AMY'ALLEO W.ASS nAC LAM ITSM r DfABe — DHTAIL UNWAYE DBBDWPTION WP MCAT-S11EN6NTLT® DLASS _ BYTACITE PVB 8 Our PLASTY INTERLATCR B 1/8' MCAT-SiRENONITENED MASS ^ . 11 •snYm¢ aPTlm+s•. Dn+I caNnuD ePv 4 TRENROE sPeG' ¢� oDoo• GLAZING DEPTH INSULA GLA88 COMPOSITION TYPE 8 WORD WASS OBSCRIFTION OEM L41MTE ONSCRIPTIVIN 1 IIP MEAT-STRENOHTENED e "w PLASTIC INTERLAYER ® .Wr SUTACITE PVB S T/8• HEAT-STRENSITENEO GLASS Br •cupu'T• 4 1/4• INSULATED AIR SPINE 8 MW ANNEALED GLASS •• ••• • • R �1 JN' SALE% AVB ; -LT Bw-smvriw 414 SMS V/ 1 1/4• MIN. EMBEDMENT INTO WOOD. 26 (SEE ELEVATION AT SHEET D1 FOR Mn% FASTENER SPACING) W.• NALINTERIOR 6 6 .� SHIN J= INTERIOR By iINISNI SIT BY LAVSDN INDUSiR1EA I � $ y 1 EXT. ORAUE BACK BEDDWD 2'S 21 y VINDDV TO BE � FLAAMM BY Oil .� O O � ON ell OSTALLER (TYP.) 5 v R 1 A O z � • ie WrATHIMPRaw MD.DTA (r P LOCK (LATCH AND SWEEP) OPTIONS x d s ti 1 1/4• MIN. 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LACKS ARE QUALIFIED FOR USE ON ALL WINDOWS. ts 0 S.. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED p0 g FOR USE ON ALL WINDOWS. a Q l�K KN !K K(Kt EXTERIOR 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. � n KKK<K<KlK<K y y y T EXT. GOQX PERIMETER Iy CAL. NOT BY 0 APPLIED BY INDUSTRIEOTHERS cm.) C 1 ,IAt1i9 c7 a qj a D'Z BTUCCD OVER METAL LATH NAILED TO p Z EXTERIOR GRADE.PLYWGOD SWATHING TO BE SPECIFIED BY 93MMR FINISH BY OTHERS) ARCHITECT OR NOT BY LAWSON 1NDUSTRICS. OIG WOOD ERI(ME INSTALLATION DETAIi. too, ALIDAPPR MILLION ZCA SEE MULLION APPROVALS MAXR A X AD. SDS. SEE MULLION APPROVALS FOR MULLAH TYPE. SIZE AND MAFLAT NERD. f+N0.LIPS. MULLION TYPE. WE AND NAIL DESIGN PRESSURE UUAITATIONS. (SEE ELEVATION AND DESIGN PRESSURE LOIMATANS. (ALUM. 0.078' ADN. THtp() 'DP TABLES FOR OUANT[TY INTERIOR NOTE: THE LOYlER PRESSURES OF SINGLE ~ DATE: THE LOWER PRESSURES OF SINGLE AND FASTENER SPACING) p HUNG WINDOW OR NULL SHALL GWERAI d HUNG WINDOW OR NULL SlUfUL GOVERN SHIM INTERIOR � iz so.s. X 1 W ELEV. FOR SP NG GLAZING DETAILS AN15 OPTWI • • • � • � � • • • • • • • • • • • •• •• • • • •• •• IO GMIO R /@ EXTERIOR GRABEDE PERIMETER CAIN.KING FRAME DETAIL NOTE: I A 1. ALL STEEL M CONTACT WITH 8 ALGA(. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: A) STEEL : Fy a 36 KSi MDI, (STEEL 18 GA AIN. THICK — OOW,tlM4L WOi0OW FRAME 8) ALUMURIM : 8083^T5 MIN, %ANT EXTERIOR© (ALUM. 0.078- M04. THYK) 1 �AL���REA�AGH��D�AIL PRgI)IJCT BiBV18diD DYRd�81R �YYDbt40iRmtde AD� J6 O 6 <I 8 4 11 •30.ICDNE OPTIONS, DOW CORNING It" SCHNM-INIRENWM 3731 TRURO SPECTRUM e OAW GLAZING DEPTH IAMDVATBD GLASMSCOMPOSIT°LON — TYPE 2 11®I DIA19 D1 SCHIPTION OBfAO. Tj LAIONATB i 1/8• ANEALED OLASS -- — DO&W PLASTIC MTCRLAYER _ SACLEX/XEEPSAFE O1 1/B' ANNEALED GLASS f mi wOast Sp •SO1.YTp• LAMINATEDCO O — TYPE 9 R®1 OIA88 DBQCAP'T10N DETAIL 6AMMATB 981CIDPTWN 11/B• ANNEALED 0.ASS _ - r_ L•ENTRYGtpg PLUS 8 DOSP PLASTIC M7ERLATER Bp •OWDt1T• O Llr ANNEALED OLAS8 LiID' IAM GLASS C M TYPE 4 — ITSY aim DISMO. 47--1 NINKfB 1 LIB' ANNEALED GLASS _ .es e DOW PLASTY DITERLATER _ - BUTACTTE PVB - •OyppNT• D 1/B' AMY'ALLEO W.ASS nAC LAM ITSM r DfABe — DHTAIL UNWAYE DBBDWPTION WP MCAT-S11EN6NTLT® DLASS _ BYTACITE PVB 8 Our PLASTY INTERLATCR B 1/8' MCAT-SiRENONITENED MASS ^ . 11 •snYm¢ aPTlm+s•. Dn+I caNnuD ePv 4 TRENROE sPeG' ¢� oDoo• GLAZING DEPTH INSULA GLA88 COMPOSITION TYPE 8 WORD WASS OBSCRIFTION OEM L41MTE ONSCRIPTIVIN 1 IIP MEAT-STRENOHTENED e "w PLASTIC INTERLAYER ® .Wr SUTACITE PVB S T/8• HEAT-STRENSITENEO GLASS Br •cupu'T• 4 1/4• INSULATED AIR SPINE 8 MW ANNEALED GLASS •• ••• • • R �1 JN' SALE% AVB ; -LT Bw-smvriw 414 SMS V/ 1 1/4• MIN. EMBEDMENT INTO WOOD. 26 (SEE ELEVATION AT SHEET D1 FOR Mn% FASTENER SPACING) W.• NALINTERIOR 6 6 .� SHIN J= INTERIOR By iINISNI SIT BY LAVSDN INDUSiR1EA I � $ y 1 EXT. ORAUE BACK BEDDWD 2'S 21 y VINDDV TO BE � FLAAMM BY Oil .� O O � ON ell OSTALLER (TYP.) 5 v R 1 A O z � • ie WrATHIMPRaw MD.DTA (r P LOCK (LATCH AND SWEEP) OPTIONS x d s ti 1 1/4• MIN. 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LACKS ARE QUALIFIED FOR USE ON ALL WINDOWS. ts 0 S.. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED p0 g FOR USE ON ALL WINDOWS. a Q l�K KN !K K(Kt EXTERIOR 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. � n KKK<K<KlK<K y y y T EXT. GOQX PERIMETER Iy CAL. NOT BY 0 APPLIED BY INDUSTRIEOTHERS cm.) C 1 ,IAt1i9 c7 a qj a D'Z BTUCCD OVER METAL LATH NAILED TO p Z EXTERIOR GRADE.PLYWGOD SWATHING TO BE SPECIFIED BY 93MMR FINISH BY OTHERS) ARCHITECT OR NOT BY LAWSON 1NDUSTRICS. OIG WOOD ERI(ME INSTALLATION DETAIi. too, ALIDAPPR MILLION ZCA SEE MULLION APPROVALS MAXR A X AD. SDS. SEE MULLION APPROVALS FOR MULLAH TYPE. SIZE AND MAFLAT NERD. f+N0.LIPS. MULLION TYPE. WE AND NAIL DESIGN PRESSURE UUAITATIONS. (SEE ELEVATION AND DESIGN PRESSURE LOIMATANS. (ALUM. 0.078' ADN. THtp() 'DP TABLES FOR OUANT[TY INTERIOR NOTE: THE LOYlER PRESSURES OF SINGLE ~ DATE: THE LOWER PRESSURES OF SINGLE AND FASTENER SPACING) p HUNG WINDOW OR NULL SHALL GWERAI d HUNG WINDOW OR NULL SlUfUL GOVERN SHIM INTERIOR � iz so.s. X 1 W ELEV. FOR SP NG GLAZING DETAILS AN15 OPTWI • • • � • � � • • • • • • • • • • • •• •• • • • •• •• IO GMIO R /@ EXTERIOR GRABEDE PERIMETER CAIN.KING FRAME DETAIL NOTE: I A 1. ALL STEEL M CONTACT WITH 8 ALGA(. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: A) STEEL : Fy a 36 KSi MDI, (STEEL 18 GA AIN. THICK — OOW,tlM4L WOi0OW FRAME 8) ALUMURIM : 8083^T5 MIN, %ANT EXTERIOR© (ALUM. 0.078- M04. THYK) 1 �AL���REA�AGH��D�AIL PRgI)IJCT BiBV18diD DYRd�81R �YYDbt40iRmtde AD� J6 O 6 <I DESIGN LOAD CAPACITY(PSF) -VIEW WINDOWS W/ 3H VENTS W INDOW # Jamb jAnchors + / - Pressures (p ` • Glass Type Glass Type 4 8 Glass Type 8 WIDTH I HEIGHT 19.125 50.825 8 60.0 80.0 80.0 26.6 50.625 60.0 80.0 80.0 37 50.825 60.0 80.0 80.0 42 50.626 60,0 80.0 8D.0 48 50.625 80.0 80.0 80.0 53.125 50.626 60.0 80.0 80.0 19.125 59 a 60.0 80.0 80.0 26.5 59 60.0 80.0 80.0 37 59 80.0 80,0 80.0 42 59 60.0 80.0 80,0 48 58 60.0 80.0 80.0 53.125 59 1 60.0 80.0 80.0 19.125 63 8 80.0 80.0 60.0 26.5 63 60.0 80.0 80.0 37 63 60.0 80.0 80.0 42 63 60.0 80.0 80.0 48 63 60.0 80.0 80.0 53.125 63 60.0 80.0 80.0 19.125 74.25 8 60.0 80.0 80.0 26.5 74.26 60.0 80.0 80.0 37 74.25 50.D 80.080.0 at 42 74.25 60.0 80.0 80.0 19.126 78 8 60.0 1 80.0 80.0 28,b 78 60.0 80.0 80.0 37 78 60.0 80.0 80.0 42 78 69.0 79.0 79.0 DESIGN LOAD CAPACITY (PSF) - VIEW/ WINDOWS W/ 4H VENTS WINDOW # Jamb Anchors + / - Fteswrea (p 80.0 81 Glass Type Glass Type 4 5 Glass Type 6 WIDTH HEIGHT 19.125 59 6 60.0 80.0 80.0 26.5 59 60.0 80.0 80.0 37 59 60.0 80.0 80.0 42 59 60.0 80.0 80.0 48 59 60.0 80.0 80.0 53.125 59 60.0 80.0 80.0 19.125 63 6 60.0 80.0 80.0 26.5 63 60.0 80.0 80.0 37 63 60.0 80.0 80.0 42 63 60.0 80.0 80.0 48 63 60.0 80.0 80.0 53.125 63 60.0 0.0 80.0 19.125 74.25 8 609 60.0• • 80.01. • • • 80. 0 •8 0 • 0 • 26.5 74.25 3 60.P• • • • 88+0 • 4 60.0 80.0 80.0-- 53.126 60.0 80.0 80.0 19. •60.0 • • 8Q,6 0. 80.9- 26 268 9110 •6010 • 3707 42 76 58.0 i� APPROVER CONFIGURATION! UN -EQUAL LITE WINDOW Jamb Anchors • Glass Type 3 • • • 8 . ` • Glass Type 6 Glass Type 7 WIDTH HEIGHT 19.125 71.j. • • s 80.0 • 60,0 80.0 80.0 80.0 26.6 28 80.0 80.0 60.0 80.0 80.0 80.0 37 28 4� 28 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 8D.0 80.0 80.0 80.0 - - 8( 33 p 8D.0 80.0 80.0 80.0 80.0 81 • • • • • • • • • • 80.0 81 80.0 80.0 80.0 80.0 80.0 81 ••• • • • ••• • • 80.0 8t WINDOW Jamb Anchors Glass Type 2 Glass Type 3 r i - ri Gleas Type 4 w 11 - Glass Type 6 Glass Type 6 Glass Type 7 WIDTH HEIGHT 19.125 26 4 80.0 80.0 60,0 80.0 80.0 80.0 26.6 28 80.0 80.0 60.0 80.0 80.0 80.0 37 28 4� 28 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 8D.0 80.0 80.0 4 6 PRODUCT REVIB® B a ynia vAM do Flottda By Mhmli Pro" 80.0 80.0 60.0 50.0 1 60.0 i9 80:0 80.0 60.0 80.0 80.0 81 8 80.0 80.0 80.0 80.0 80.0 81 80.0 80.0 - - 8{ 80.0 80.0 - - 8( 33 p 8D.0 80.0 80.0 80.0 80.0 81 w 80.0 8.0.0 60.0 80.0 80.0 81 80.0 80.0 80.0 80.0 80.0 81 a 80.0 80.0 80..0. 80.0 80.0 8t 80.0 80.0 R. - F1 � y 80.0 80.0 81 80.0 80.0 60.0 80.0 8D.0 rK W.,0 80.0 80.0 80.0 80.0 81 80.0 80.0 - - at 8 80.0 80.0 - 81 80.0 80.0 8t 74.0 77.0 8( 80.0 80.0 60.0 80.0 80.0 81 80.0 80.0 60.0 80.0 80.0 7i 8 80.0 80.0 6 79.0 79.0 71 71.0 71.0 - 7' PRODUCT REVIB® B a ynia vAM do Flottda By Mhmli Pro" a �.:( �:,,:( m ice�:((• �, �N PRODUCT REVIB® B a ynia vAM do Flottda By Mhmli Pro" 4< V o� a o m� h � � m rn W40 3 a y z d c 01 0 oax SZE 6e V v 33 p w at $i a �N Cal ` 6 z R. � y i• # 4< V o� FRAME HEAD L-77'01 BILL OF MATERIALS O ITEM # PART # .sDo Abe REMARKS I L-7801 X44 ( em m swamuw 1 esst� FRAME SILL L-7702 ( mee-ts AWUNN r 1 �I FIXED MEETING RAIL L-77'04 FRAME JAMB L -77— O VENT JAMB RAIL L-7707 O( GOW-46 "=OWN ) On Abe ttss VENT SPRING LATCH GLAZING BEAD GLAZING BEAD GLAZING BEAD L-7538 L-7708 L-7711 L-42�D4 / ' Abe t 60m -m wmm 1 t As -r6 , wmna etY • • • • .OSO • ADD • • • • { • L013 a91 • • D • • a�3 .690 • • • • • • t 6083-15 mzx wuN 1 : • • • { • v FRAME BOTTOM CORNER 0 t I it ''t J •®f • VENT BOTTOM CORNER •ME &SASH CORNER DETAILS • • ••• • • • • Or • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUas yCtT��RBVISM BwlftCoao OpfPla4ds Aeazpt6amNo b MIeIIU z o aD S 6 mlm ©w1 BILL OF MATERIALS ITEM # PART # REQD. DESCRIPTION REMARKS I L-7801 1 FIN FRAME HEAD 6063-T6 ALUMINUM 2 L-7802 I FIN FRAME SILL 6063-T6 ALUMINUM 3 L-7803 2 FIN FRAME JAMB 6063-T6 ALUMINUM 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM 5 L-7705 1 VENT MEETING (TOP) RAIL 6063-T6 ALUMINUM 6 L-7706 I VENT BOTTOM (LATCH) RAIL 6063-T6 ALUMINUM 7 L-7707 2 VENT JAMB (SIDE) RAIL 6063-T6 ALUMINUM 8 L-7708 AS REO D. GLAZING BEAD ( 3/8' ) 6063-T5 ALUMINUM 9 FS -006 AS REU'D. FRAME ASSEMBLY SCREWS 68 X 3/4' P.H. PHILLIP 10 FS -040 AS REOD. INSTALLATION SCREWS 614 X 1 1/4• FA/PHIL. 11 L-7531 IAS REO'D. BULB VINYL WTS'P 1/4' DIA. BULB 63033 12 PWS -003 AS REWD. FIN SEAL WEATHERSTRIP .187'x.230' 13 PWS -005 AS REO'D, FIN SEAL WEATHERSTRIP 187•x.35C' 14 PWS -009 AS REQ'D. FIN SEAL WEATHERSTRIP .187•x31D' IS HC -024-1 2 SELF ADHESIVE PILE PAD 1/4' X 1 1/2' 16 L-7711 AS REO'D. GLAZING BEAD/ INSULATED 6063-T5 ALUMINUM 17 L-4204 AS REWD. GLAZING BEAD - RADIUS 6063-75 ALUMINUM IB L-7723 I SASH BALANCE CAM/GUIDE (2 X VENT) 19 L-7725 2 RIGID VINYL SASH STOP (2 X FRAME) 20 L-7727 2 BLOCK S TACKLE BALANCE BSI Balance Systems 21 L-7539 2 VENT LIFT LATCH 6063 -TS ALUMINUM 22 L-7523 IX LATCH VENT LATCH SPRING STAINLESS STEEL 23 ■ AS REQ'&j GLAZING SILICONE SEE GLAZING 8 SHT. 3 24 ■ 2 Laminated Glass SEE GLAZING DETAILS 25 NC -057-1 2 VENT LIFT LATCH MOLDED NYLON 26 HC -058-1 2 VENT SWEEP LATCH MOLDED NYLON 27 ■ 2 FRAME SILL FOAM GASKET SELF ADHESIVE 28 HC -026-1 1 SCREEN FRAME 8 MESH 29 L-7730 1 PRODUCT LABEL 30 ■ I ■ r 31 SM -5504 AS REO D JOINT SEALANT SM -5504 E■ 32 1 • JAS REWILIPERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL PRODUas yCtT��RBVISM BwlftCoao OpfPla4ds Aeazpt6amNo b MIeIIU z o aD S 6 mlm ©w1 MIAMMADE MIAMI-DADE COUNTY •� PRODUCT CONTROL, SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Roam 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidademov/peral 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 PERA - 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. PERA 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 .t'I"�' 13e ��5� iia `� „ `,�� � ��r�ui�t`�l�� ,�onil i���:intl��ww--L:�- , • . APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS -8700 Horizontal Rolling Flange Impact Window", sheets I through 10 of 10, dated 05/30/09 with revision A dated 01/25/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE FACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless ggV1wise noted herein. • RENEWAL of this NOA shall be considered after a renewal application has been tiled�aAd them bim1wen •. no change in the applicable building code negatively affecting the performance of thtSptdduct. • "" "' •' • TERMINATION of this NOA will occur after the expiration date or if there has beeV*,&*r*evision %Qshange in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as 'an Qndarssment • • • • • of any product, for sales, advertising or any other purposes shall automatically terminate tlas NOAs -Fj4bwc • • ` • • • to comply with any section of this NOA shall be cause for termination and removal e0f% i. • • • • • • • ;' ADVERTISEMENT: The NOA number preceded by the words Miami-DadlWiinty, Floridit, and.. � - a followed by the expiration date maybe displayed in advertising literature. If any por06 of 0e T10A is . displayed, then it shall be done in its entirety. 0000 . .... ••.•.• INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its' • • distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 11-0705.10 and consists of this page i and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. htiAM4DADE t+tlY N"`1'% 0$ Expiration Date: April 11, 2017 Approval Date: March 29, 2012 y�� jl2 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No L8700-0901, titled "HS -8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09 with revision A dated 01/25/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per. FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s; HETI-10-3047, HETI-10-3048, HETI-10-30499 HETI-10-3049I9 HETI-10- 3050, HETI-10--3051, HETI-10-3052B9 HETI-10-3053, HETI-10-30561 HETI-10- 3057, HETI-10-31309 HETI-10 3131, HETI-10-3223, HETI-10-3224, BET -16- 32259 HETI-10-3226 and HETI-10-3251, dated 11/09/10,03/23/11 and 04/25/11, signed and sealed by Candido F. Font, P.E. and Rafael E. Droz-Seda, P.E. (Submitted under previous NOA No. 11-0705.10) 2. 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 20044 along with marked -up drawings and installation diagram of 8 sg � � ;mgns o;04::. aluminum horizontal sliding window, XO configuration, prepargd tyklurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08-2033s 4KTI-0"094, HETI - 08 - 2035, HETI -- 08 - 20361, HETI - 08 - 2037, HETi•- 08 - Mk HETI-08-2116A and HETI-08-2116B, dated 02/28/08, all sidfiA ea$d segeZl Dy Candido F. Font, P. E. s • , • • • ; (Submitted under previous NOA No. 09-0706.05) ' ' 0000.. . .. 0006 0000 E-1 0000.. 0000.. 00:00. 0000. 0000. 0000.. 0000.. 0000.. Mau Manue .Per • Product Control E m r NOA No. 12-0 .08 < Expiration Date: April 11, 2017 Approval Date: March 29, 2012 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNnNuED) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of 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 01/28/002, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under NOA No. 02-02.05) C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC-201 0, prepared by manufacturer, dated 05/28/09, revised on 07/10 and updated on 01/25/12, signed and sealed by Thomas J. Sotos, P. E. 2. Glazing complies with ASTM El300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflemanp Vanceva clear and color interlayers" dated 05/05/11, expiring on.05/21/1 V • • F. STATEMENTS ...... .... 1. Statement letter of conformance, complying with FBC-2010, datadJsanuary351-2212, e . • signed and sealed by Thomas J. Sotos, P.E. so** •••• 2. Statement letter of no financial interest, dated May 20, 2010, sie4j laid seal' B-jy • • •e Thomas J. Sotos, P.E. : 06:0: G. eeeee eeeee •eeeee . e e e •eeeee OT)EIERS 000900 • 1. Notice of Acceptance No.11-0705.10, issued to Lawson industrlCS,I1rc. for uVi ' s Series "HS -8700 Flange" Aluminum Horizontal Sliding Window - L.M.I., appPoved on 09/08/11 and expiring on 04/11/12. Manuel Perez, Product Control Exa in r NOA No. 12-01 .08 Expiration Date: April 11, 2017 Approval Date: March 29, 2012 E-2 O 00 N. 0 B 61 e B 81rr L=�j O 00 NOTE: -x I I X0 1 REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2 FOR VERTICAL CROSS-SECTION DETAILS "A. Al. S. & BS" REFER TO SHEER p3 3 FOR HORIZONTAL CROSS-SECTION DETAILS "C. D. & E" REFER TO SHEET 04 4) REFER TO SHEET 0 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. 00 N. 0 B 61 e 89L=j NOTE: -x I I X0 1 REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2 FOR VERTICAL CROSS-SECTION DETAILS "A. Al. S. & BS" REFER TO SHEER p3 3 FOR HORIZONTAL CROSS-SECTION DETAILS "C. D. & E" REFER TO SHEET 04 4) REFER TO SHEET 0 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. 00 fl XOX -Equal Lite (1/3-1/3-1/3) NOTES: 1 REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2 FOR VERTICAL CROSS-SECTION DETAILS "A Al. B. & 01" REFER TO SHEET g3 3) FOR HORIZONTAL CROSS-SECTION DETAILS "M & - E" REFER TO SHEET #8 4) REFER TO SHEET 8 OF 10 FOR DESIGN WAD CHARTS AND NOTES. 0@ General Notes: 0 I.} THIS WINDOW SYSTEM .I3 DESIGNED AND TESTED TO COMPLY WITH THE e 89L=j L=�j VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-02. THIS PRODUCT e_ a y w fl XOX -Equal Lite (1/3-1/3-1/3) NOTES: 1 REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2 FOR VERTICAL CROSS-SECTION DETAILS "A Al. B. & 01" REFER TO SHEET g3 3) FOR HORIZONTAL CROSS-SECTION DETAILS "M & - E" REFER TO SHEET #8 4) REFER TO SHEET 8 OF 10 FOR DESIGN WAD CHARTS AND NOTES. 0@ General Notes: 0 I.} THIS WINDOW SYSTEM .I3 DESIGNED AND TESTED TO COMPLY WITH THE e REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH. VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-02. THIS PRODUCT e_ a y w IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) f4 e 2.) WOOD DUCKS SHALL BE INSTALLED AND CHORED SO THAT THE BUILDING �^ a m f5 RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. .. a. 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON • - ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER CA (O.C.), AND AS TABULATED ON SHEETS 8, 7, or 8.o z 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE _ ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND = d TO BE REVIEWED BY BUILDING OFFICIAL 8.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLAIR TYPES TABULATED HEREIN (SEE SHEETS g8. 7, or 8). AND FOR USE WITH DOUBLE GLAZE �a LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETS XS. 7 or 8). j �a S.) WINDOWS WITH GLASS TYPES 'A. C, OR G" INSTALLED ABOVE SOFT. O y IN THE HVHZ. THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 7.) SEE SHEET 4 FOR LACK DETAILS & OPTIONS. D4' c 8.) SEE SHEET 9 FOR GLASS TYPES. "XO 9.) SEE SHEET 8 FOR DESIGN PRESSURES ON or OX' WINDOWS, a p r� 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL -LITE "XOX" WINDOWS. 11.) SEE SKEET 8 FOR DESIGN PRESSURES ON UN -EQUAL LITE -COX" WINDOWS. o (t s� 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. p O: 13.) EXT. & WT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE a O 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED co (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET /3, 4 & $ FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2007 FBC CHAPTER 24 SECTION 11.3.3.3 ��VII 18.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED U141M 18.) SEE SHEET q S FOR MULLION/METAL ATTACIBLENT DETAILS. NOTES & OPTIONS. 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED $ WINDOWS USING A MIAMI -DADS COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THERE G�� URE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE g MULLEDDE 18.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BEg PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2010 FLORIDA BLDG. CODE. I .��.• �i% . .ice, � E� 0 � E e�0o9 •��'..�'?� B 81 • ••� i ••• i i ••• • • • ••• • $ "Oi C XOX - Un -Equal Lite 1/4��'2 PRoDxjcrnBvL%D 4g NOTES: -fA47 • • • • • • • ul whba•t 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND KUM. No 2 FOR VERTICAL CROSS-SECTION DETAILS "A. Al. B. & Bl" REM TO SKEET 03 Dia %? .... 3) FOR HORIZONTAL CROSS-SECTION DETAI "D, EFER TT%�SSHEET•g8 •• • By ••••, 4) REM TO SHEET 7 OF 10 FOR DESIGN�OAD W AND No" IP. • • • • • y•••••• wm 3ERIES-8700 HORIZONT.NN-,SLIVIN&wilboye : "' Lac ' APPROVED EWS4 ONS•• ••• •.• '•• • • • • • • • • • • • •• •• • M • •• •• ••• • • • ••• • • TEST UNIT SIZE: 111' X 03" * —� INSTALLATION FASTENERS (A) 10 AT FRAME READ (14 AT FRAME HEAD IF DP ABOVE 70.0 (S) 10 AT EA. FRAME SILL (14 AT FRAME SILL IF DP ABOVE 70.0) (C) B AT EA. FRAME JAMB • SEE GENERAL NOTE #3 & 04. ;i = D5 3/S' OVERALL FRAME WIDTH 84 3/0' INTERIOR FRAME WIDTH TEST UNIT SIZE: 74' X 03' 74' OVERALL FRAME WIDTH � d O I i INSTALLATION FASTENERS• (A) 6 AT FRAME HEADADDIT(pNp1, 73' INTERIOR FRAME WIDTH ANI�COHORRpS1LS !iWp- W •� D5 3/S' OVERALL FRAME WIDTH 84 3/0' INTERIOR FRAME WIDTH TEST UNIT SIZE: 74' X 03' 74' OVERALL FRAME WIDTH � d O I i INSTALLATION FASTENERS• (A) 6 AT FRAME HEADADDIT(pNp1, 73' INTERIOR FRAME WIDTH ANI�COHORRpS1LS (B AT FRAME BEAD IF DP ABOVE 70.0 (B) 0 AT EA. FRAME SILL 1 AT r Mr WITH ; (S AT FRAME SRL IF DP ABOVE 70.0) OPSF (4TOTTAAL) A A1 k4s'l—, O (C) 0 AT EA FRAME JAMB ��-?:-==0 13 114• B.C. • BEE GENERAL NOTE 93 & 04. (NAtt O.C� (I(NL OJL N) (7T�CAL rAt B 111 la OI �yp� AT yOa� i 0 LB e D. O OI r —L 1 4Z I. 13 V4' O.C. U: DP ABOVE a/- 7WSF (4 TOTAL) OPT 13 V4. OL Z ANCHOR NOTES. • • d—•MUNT7 INT , WIC 1. SAME ANCHOR SPACING AT HEAD 6 SBA Sw TVO ADDITIONAL ANCHORS REQUIRED $g AT MEETING RAILS FOR UNITS WITH AVAD.A CIPT . BP ABOVE -7VSF / - 75PSF (4 TOTAL) NpTEg _XOX" WINDOW EQUAL LITE RRI'VERTICAL CROSS-SECTION DETAILS 'A. At, B. A BN AT SHEET 63 TEST UNIT SIZE: 111' X 03' & SEE KRI+TAL CROSS-SECTRIN DETAILS •C. D. L E' AT SHEET BO INSTALLATION FASTENERS I. III' OVERALL FRAME WIDTH (A) 10 AT FRAME HEAD IIO' INTERIOR PRAM WIDTH (t4 AT FRAME HEAD IF DP ABOVE 70.0 (B) 10 AT EA. FRAME SILL (C)(8 AT EA. FRAMFRM E LL JJAMB ABOVE 70.0) *SEE GENERAL NOTE g3 & 64. T— i IN m -; - t- ?-4E � d O I i ms ///' V4. OC C ; ' 13 1/4. Ot ��-?:-==0 13 114• B.C. 13 W4' Or- 13 1/,• OL B 111 la A 0 LB e s• 1 r —L a C CVS ANCHOR L SAME ANCHOR qR SPACING AT HEAD 6 SILLSEI y W. E. TWO ADDITIONAL A1NCHCRRS REQUIRED 1EGxDJY AT MEETDIG RAILS FDR UNITS WITH Ay C ANO U: DP ABOVE a/- 7WSF (4 TOTAL) OPT 'XO" WINDOW EQUAL LITE ("OX" REVERSED) A � L SE.4 L SEE VERTICAL CROSS -SEC DETAILS •A, Al. B. A B1• AT SHEET 13 B. SEE HORIZONTALCROSS-SECTICTI ON DETAILS 'C, D. 6 E• AT SHEET I74 N �'' SERIES -8700 HORIZONTAL SLIDING WINDOW FLANGE FRAME ELEVATIONS - L.M.I. s m w'. O.Lo. ' r1n m 0 • • • • • CVS • ANL71RN1TFC L SAME ANCHOR SPACING AT HEAD L B. •WO ADO**ft ANCHGR#q�GU1 ETING FOR LININS %THS 75W (d TOO 11 13 lAr at 11 13 V4. O.C. • • AAS PPLIEO�V/SLL(CONE�AAN AIR�pVAILABLE WIRDORT — UN—EQUAL LITE MISS-SECTRM DETAILS 'A. AL B, 6 BP AT SHEET 03 CROSS-WCTMH DETAILS -C. D. S E• AT SWEET IS ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• ••• •• •• it a I�07 itmrji 1/4' TAPCON W/ 1 1/4• MIN. EMBEDMENT INTO CONC. ) (SEE ELEVATION AT SHEET 92 FOR MAX. FASTENER SPACING) EXTERIOR GRADE -1 PERIMETER CAULKING O 1. ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM 1 1 4' MIN. : •° 'e' EMBED 4, /4• MAX. IIM SPACE ,TYP.) j CLEAR SILICONE ADHESIVE BEDDING COMPOUND 34 _ = EXTERIOR INTERIOR w 1 LAMINATED GLASS cu j 33 Lia Q I4 T L 6 STUCCO OVER METAL LATH MAILED TO 914 S.M.S. W/ 1 1/4' EXTERIOR GRADE PLYWOOD SHEATHING MIN. EMBEDMENT INTO WOOD TO BE SPECIFIED BY ARCHITECT OR G.C. (SEE ELEVATION AT SHEET 92 y (EXTERIOR FINISH BY OTHERS) FOR MAX. FASTENER SPACING) NOT Y L SON DUSTRIES, INC. Io y r D O c a. aY 2X r.<:y w o I' MIN. 'r 3 z w EDGE ANCE ti, 4 ZZ� z Ip •Ci i A� s'•.Y m S 1 +;~ z 'A 4BELI••r L 1 2X (MIN EM.) >!' zs t AI TYP. ya .,,• O lk z N4 r EXT. GRADE PERIMETER 1/4• MAX. CAIA.KING NOT BY SHIM SPACE 7r� O TO B�APPL�IED HY OTHERS (TYPJ T ,p1 IN x .�- CTYPJ00, 11 �7 d1 O V W O II C Lam• gg EXTERIOR M i A l I INTERIOR ALTERNATE DETAIL g 27 { j, WINDOW INSTALLATION NOTES: !I L THE WINDOW FRAME FLANGE TO BE BACK -BEDDED V/ AN EXT. 20 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE 28 SILL RISER - OPTIONAL BY WINDOW INSTALLER (TYP.) APPLIED WITH SILICONE 2• THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO SEE DP CHARTS ON BE SEALED V/ AN APPROVED EXTERIOR GRADE CAULK SHEETS 94, 95, & 96. BY OTHERS (TYP.) II 2 • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR 26 I III 26 O MASONRY IS LESS THAN 1/B', SHIMS ARE NOT REQUIRED. Iil 10 9 32 13 11� • 13 ANCHORS NOTE: EXTERIOR GRADE + k4 .......«: iiiiiEiv ANCHORS TO BE 912 SMS OR WD. SCREWS INTO WOOD, OR PERIMETER CAULKING • • • rxi .: CAULK RADE «f ' = : 1/4• TAPC13NS or APPROVED CONC. FASTENERS INTO CONC., _ WITH A MINIMUM OF 1 1/4• PENETRAT113N INTO WOOD OR !° n •: • • I/t�7A° CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) "i%'a • a a!! • �'. aI• SFillj SPACE j 4 n I/4• 1 1141 h"'y^•:({•',tIo'••r.~.•'a• d._. ' .;hd.• d••• •t• o•°a• ' '°' •��!.1!' OSS 4 • ' .edo: ro}'.;:.i•.y�>;.s • o ° 4• ° aM SHI(M.• PMJAA d RVISM P°EsRuwOyiDTmaU9ploC TnD!1/4' MINEMBEDMENT ]EMBE NTA.a :4 -4. G } • • • ato • h e s 1 1/8' MIN. . • • • • • • • v • • • • EDGE DISTANC By • • • • • • • • • • • • • • • • • • • • • • • OPTIONAL SILL INSTALLATION DETAIL AT "XO or OX" ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ZX WOOD BUCKS - BY OTHERS (TYPJ I. ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL CTYPJ 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM D GLASS 14- MMSILIC 4114 (SEEFOR WET MARE FASTENER SPHING)2 1 \ aY / L'.(17v I ` 34 DDIN�GE^NOERPI RDE ^ �`cTYs e fff ]EDGE EXTERIOR WALL FINISH BY OTHERS CTYP.) STUCCO OVER METAL LATH NAILED TO - EXTERIOR GRACE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. CEXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES. INC. 0 EXT. GRACE PERIMETER CAULKING NOT BY LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS CTYPJ 8 h \1i 22 21 ••• • • 3 • •• • • • • • • • LOCK (LATCH AND• S*& & bP'rl0;s: • • • 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LACKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLOJO CM LOCf•C,4 $RE iQU&L1FIEI; • • • • • FOR USE ON ALL W WS. 0 • • • • a • • • 3. TWO (2) LACKS ARE•UIR61D PER EA ®ii VENT! • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXTERIOR 18 'y v 11 EXT. GI CAlJl 73' MAX. O FRAME BUCK WIDTH 74' MAX. —WINDOW FRAME FLANGE WIDTH - "XO" WINDOW EQUAL LITE ( "OX" REVERSED ) WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY VINDDV INSTALLER CTYPJ 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS CTYPJ • WHEN THE OAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS L= THAN 1/8'. SHIMS ARE NOT REQUIRED. ANCHORS TO BE 812 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or'APPRIIVED CMC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR COW. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) —.PT. WOOD BUCKS °4. I/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET 82 . FOR MAX. FASTENER SPACING) 1/4- MIN. MBEDMENT ..d . . Q' a EDGE DISTANCE a PRODUCF REVISED whhdoPlaTlb Exp 1)4to 7 B r o y � cmc � b z z o gg 4 a"dsa .. C, tt � O o �q 0 z a 12 X 1 3/4• SAS. 1 1/4• MIN. WOOD EMBED (SEE ELEVATION AT SHEET 112 FOR MAX. FASTENER SPACING) Q q CLEAR SILICONE ADHESIVE �:=r PT. WOOD DUCKS m c �' 4 SHIN SPACE 21 22 23 O REDDING COMPOUND LAMINATED GLASS .fid e. ,n a C7 z CTYP.) 1/4' MAX. v C!• m 33 EXTERIOR 1. S !:: • ' ° o, 7 17 5 27 30 31 v", o o 3 & S IR 1/4 ' TAPCON W/ 1 1/4' MIN EMBEDMENT INTO CONC Z -3 Z.CSEE ELEVATION AT SHEET p2 q W Z 14 - _ .FOR MAX. FASTENER SPACING) nc - - — 16 IEDM 17 S18 - _ _ 1 MEEDMEN 0 .. �rn - e.: .. = _--`-- -- ------ ------------ EDGE DISTANCE z Z • O EXT GRADE O EXT. GRADE O OCAULK >• °' CALK x .Q WINDOW FRAME BUCK WIDTH WINDOW FRAME FLANGE WIDTH ~ 3 "XOX" WINDOW EQUAL AND UN—EQUAL LITE WINDOW INST r.T"ON NOS 1. THE WINDOW FRAME FLANGE TO BE &ACK-BEDDED W/ AN EXT. GRADE CAULK THRDUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPRDVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) •WHEN THE GAP BETWEEN THE WINDOW PRA1(B AND THE BUCK 6R MASONRY 11 =5 THAN 1/8-, SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE 812 SMS OR WD. SCREWS INTO WOOD, OR WITH AAPCON� F 1 1/4EPjIfTCaNC. FASTNENERS INTO OR so ... eeee t• 'a��N/♦♦. CONC. (REFER TO LOAD TAWES�F� H•ANSI Tit RES GEIRtD) i �.• , • • Q O PRODUCTREVEM * 2 Bmlmr p1yi+AgWBhDroFla9maA , < C v; • • • • • • • • • • • • D iss�h+R RpttOt ``W • •• • i • • ••• ••• F a ••• • • • • ••• • • ••• • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• DESIGN LOAD CAPA S - OX or XO WINDOWS c y A a # # +/-Fresswes(Pao WINDOW Jamb H & S Glass T "A" (*2) Glass Type 'B" * 2) Glass "C" * 2 Glass "D" 2 Glass T "E' * 3 Glasxs T T" * 3 WIDTH HEIGHT Anchors Anchors + psf -Par + psf - pSf + - psf + Pat - sf + parpSf + psf - pSf; 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 $0.0 e c 3 s d Z ®~ fl w a A N o , w c `o a c w z ,Zy cs oa N 0 v o 0D x g • 36 24 3 4 65.0 e5.0 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 6.5.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 800 80.0 60 24 3 6 65.0 65.0 85.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 243 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 36 3 4 65.0 65.0 65.0 65.0 7Q0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 36 3 4 65.0 65.0 65.0 6,5.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 36 3 6 65.0 65.0 85.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 so 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 7Q0 70.0 80.0 B0.0 80.0 80.0 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 4 g .>' 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 ^H48 4 6 65.0 65.0' 65.0 85.0 70.0 70.0 7Q0 70.0 80.0 8Q0 80.0 80.0 72 48 6 65.0 65.0 65.0 65.0 70.0 70.0 7Q0 70.0 80.0 80.0 80.0 $0.0 24 4 85.0 65 85 70.0 --75-r-70.0 0.0 0. 0.0 80.0 38 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 7Q0 70.0 80.0 80.0 80.0 80.0 48 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 0.0 80.0 80.0 80.0 80.0 60 60 6 8.5.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 e0 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 - - - - 26.5 26 3 4 65.0 65.0 65.0 65.0 7Q0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 28 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 26 3 6 65.0 65.0 65:0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 26 3 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 65 .375 4 4 65.0 85.0 65 0 .0 70 0. 0.0 7 . 8 .0' ' 80.0 80.0 80.0 s y s 7 3$:375 4 4 "= ` a = 0'' 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53 i =38.375 4 6 D e.0 65.0 65.0 70.0 70.0 70.0 70.0 8Q0 80.0 80.0 80.0 f X375 ! 4 8 5.0. = 4t►a 65-.0 .65.0 70.0 70.0 - 70.0 70.0 - 80.0 80.0 80.0 80.0 2'8.5 50.825 5 4 65.0 65.0 65.0 6.5.0 70.0 70.0 70.0 7Q0 80.0 80.0 80.0 80.0 37 50.625 5 4 65..0 - .0 651.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 5 6 _ 65.0 65.0 70.0 70.0 70.0 7Q0 80.0 80.0 80.0 80.0 74 50. 5 8 .0 65.0 65.0 0&0 70.0 .0 7.0 7.0 .0 80.0 80.0 26.5 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 7Q0 80.0 80.0 80.0 8Q0 37 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 7Q0 70.0 80.0 80.0 80.0 80.0 4 g 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 7Q0 70.0 8Q0 8(10 80.0 80.0 2 6 4 65.0 @5. - 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 8.0 80.0 tttttllrurej� 6 0: - - 65.0 65.0 70.0 70.0 70.0 70.0 80.0 8Q0 80.0 80.0 5:i 25 83 •• • • • • • g • • • s5.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 �+..� N••b13�N'O�'�. 74 .L! . . 65.0 65.0 65.0 65.0 70.0 Notes «�: 1*)•8EE B `OI:04 INC '%PES, DETAILS & SILICONE OPTIONS. •2a 8T,tPliAftD SILK USES ON•WIMbO**WITH +70.0 DP AND HEIAW (WINDOWS WITH (LASS TYPES "A. H. C. & D) 3.) SILL WITH RISER ADAPTER ARE. FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E. & AND +80.0 DP MAX.ONINCTIONAL o tE QUM(SEF,MVATION T SHEET 2 OF 10)i� WINDOWS tItTH•DPUL ON • .)3S C. OR i" DNSTALLBD ABOVE SOFT. DOW$ E •T•GH 3.* WOIb WE SHALL BE TEMPERED. ���j ��� Culnoyinq wftadee A-epwimNO ILL RISER - OPTIONAL BsphalwaDom 1 APPLIED WITH SILICONE B FOR DP ABOVE +70.0 PSF (+BOA DP MAX.) o°�'" •• ,. ,• Il/tt o % • • • • • • • • • • • •• •• • • • •• •• 24 1 3 w 60 w 48 v 4 11 7 9 OG.V 70.0 75.0 1 70.0 1 VC.V 75.0 I OV.V 65.0 I fU.V 75.0 00.V 65.0 /0.V 75.0 VG.V 52.0 VG.V 52.0 I 00.V 65.0 /0.V 75.0 72 48 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 84 48 4 8 52.0 52.0 65.0 75.0 65.0 75.0 52.0 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 75.0 108 48 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 • • �•) • • 60 5 7 52.0 52.0 65.0 75.0 65.0 75.0 520 65.0 75.0 1. 60 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 65.0 75.0 r6o 52.0 52.0 6fi.0 75.0 65.0 75.0 52.0 In 65.075.0 60 5 10 52.0 52.0 65.0 75.0 65.0 75.0 52.0 85.0 75.0 Rn A 19 _ _ ag n 99 n as n 7r. n ax n 7r. n a� n as n I a n • • • • • • • • • • Yros u�ewlw Ftotift NO 2- De6e a ` 20 SILL RISER - 0PT10NAL I APPLIED WITH SILICONE Die I FOR OP ABOVE +70.0 PSF 2 j C+B(Lp OP MAX) � o o � 5 7 X52: 79.5 26 3 9 .52.0 79.5 38.375 4 9 52.0 79.5 50.625 4 9 52.0 79.5 58 5 9 52.0 79.5 63 5 9 52.0 10625 26 3 11 52.0 106.25 38.375 4 11 52.0 106.25 50.625 4 11 52.0 106.25 58 5 11 52.0 106.25 63 5 11 52.0 111 26 3 11 52.0 119 1 4 11 52.0 111 4 11 52.0 1195 W181.3 11 52.0 f115 11 5- 0_ NOt S • 1.1 SES I&IES1.9 i0R•C •L;z;0 IYPSS?%STARS & SILICONE OPTIONS. j STANI JC Uft •0N •:91I�1OW.WITH +70.0 OP AND BELOW pI110��g GLASS TYPES A. B. C. & D) 3.) SILL WITH RIM ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E. & F7 AND +80.0 DP MAX. ONAL CHORD REQUOREQ ST FRiME HEAD & SILL ON • 1D •DP•ABQVE 70.0. (SMELNIIATION AT SHEET 2 OF 10) DOWS Wm 4'YPES •A} C. aINSTALLED ABOVE SOFT. • • �•) • • •GLASS DYTHE•HVHSP THBRLC♦ ;ALL BE TEMPERED. • • • • • • • • • • Yros u�ewlw Ftotift NO 2- De6e a ` 20 SILL RISER - 0PT10NAL I APPLIED WITH SILICONE Die I FOR OP ABOVE +70.0 PSF 2 j C+B(Lp OP MAX) � o o � 1 Q z IL 0 a` � ci x E o o - Fco 111a FRAME SITE WIDTH HEIGHT # Jamb Anchors # H &,S Anchors Glass Type + psf 'B" (* 2)1 Glass Type - psf + p6f "C" C - pal 60 24 3 7 80.0 80.0 80.0 80.0 72 24 3 9 80.0 80.0 80.0 80.0 84 24 3 9 80.0 80.0 80.0 80.0 60 36 3 7 70.0 75.0 70.0 75.0 72 36 3 9 70.0 75.0 70.0 75.0 84 36 3 9 - - 52.0 52.0 60 48 4 7 - - 52.0 52.0 72 48 4 9 - - 52.0 52.0 84 48 4 9 - - 52.0 520 60 60 5 7 - 52.0 52.0 72 60 5 9 - - 52.0 52.0 84 60 5 9 - - 52.0 520 53.125 26 3 6 80.0 80.0 80.0 80.0 53.125 38.375 4 6 80.0 80.0 80.0 80.0 53.125 50.625 4 6 70.0 75.0 70.0 75.0 53.125 58 5 6 - - 52.0 52.0 53.125 63 5 6 - - 52.0 52.0 74 26 3 9 80.0 80.0 80.0 80.0 74 38.375 4 9 - - 52.0 52.0 74 50.625 4 9 - - 520 52.0 74 58 5 9 - - 52.0 52.0 74 63 5 9 - - 52.0 52.0 iFJ - XOX WAVDOWS with +/ - Pressures (pso "D" (* 2) I Glass Two "E" 75.0 65.0 75.0 75.0 65.0 75.0 75.0 65.0 75.0 75.0 65.0 75.0 75.0 65.0 75.0 Ite (1/3-1/3-113) 75.0 65.0 $ •, M m 3 � z `- _ $ " k 5 w x `- k, o z 0 s S g 65.0 Use Ty pe "F" (* 3) Glass Typq75.O + . par + psf 52.0 52.0 65.0 520 52.0 65.0 52.0 52.0 65.0 75.0 52.0 52.0 65.0 75.0 52.0 52.0 65.0 75,0 52.0 52.0 65.0 75.0 52.0 52.0 65.0 75.0 52.0 52.0 65.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 65.0 75.0 1 52.0 52.0 65.0 75,0 79.5 " Ifl c W z ~ M 5 N iR c z t, 1 9 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 65,0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 65.0 75.0 520 52.0 65.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 65.0 75.0 520 52.0 65.0 75.0 65.0 75.0 • •• (WINDOWS WITH GLASS TYPES "E, & F') AND +80.0 DP MAX. 79.5 25 3 9 80.0 80.0 80.0 80.0 1 65.0 1 75.0 79.5 38.375 4 9 70.0 75.0 1 52.0 520 65.0 75.0 79.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 79.5 58 5 9 - - 520 52.0 65.0 75.0 79.5 63 5 9 - - 520 52-0 84 26 3 9 70.0 75.0 70.0 75.0 84 38.375 4 9 70.0 75.0 520 52A 84 50.625 4 9 - - 52.0 52.0 84 58 5 9 - - 520 52.0 84 63 5 9 - - 520 52.0 75.0 52.0 52.0 65.0 75.0 75.0 520 520 65.0 75.0 Note * :•1!j•SEE SI E 9�01CO4W•QPE9, DETAILS & SILICONE OPTIONS. • • • •P•) s7 Sy; USF oNeWINDOWSPWITH +70.0 DP AND BELOW • • • (WDiDOWS WITH GLASS TYPES -A. B. C. & D-) •• •• 3.) SUL WITH RIM ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP • •• (WINDOWS WITH GLASS TYPES "E, & F') AND +80.0 DP MAX. • 0QQMONAL WHORE REQUIREM MT FRAME HEAD & SILL ON • WINDOWS WITFMDF•ABEVE 7040. (SEF! ATION AT SHEET 2 OF 10) • • •1.) W/LYDOW3 H� a grYP_�3R!� �R " INSTALLED ABOVE 3OFT. • • iltt THF++HV TH I. 0 LIE BE TEMPERED. • ••• • • • • ••• • • g A a >! s 75.0 52.0 52,0 65.0 75.0 75.0 52.0 52.0 65.0 75.0 75.0 52.0 52.0 65.0 75.0 76.0 52.0 520 65.0 75.0 75.0 52.0 52.0 65.0 75.0 75.0 52.0 520 65.0 75.0 75.0 52.0 52.0 65.0 75.0 75.0 520 520 65.0 75.0 • • • • • • • • • • • •• •• • • • •• •• 75.0 52.0 52.0 65.0 75.0 -1 1 a 1 g A a >! s 75.0 52.0 52,0 65.0 75.0 75.0 52.0 52.0 65.0 75.0 75.0 52.0 52.0 65.0 75.0 76.0 52.0 520 65.0 75.0 75.0 52.0 52.0 65.0 75.0 75.0 52.0 520 65.0 75.0 75.0 52.0 52.0 65.0 75.0 75.0 520 520 65.0 75.0 SILL RISER - GPTMNAL APPLIED WITH SILICDNE FOR DP ABOVE +70.0 PSF 080.0 DP MAX.) -SatCWE OPTIONS'. DOM CORNING 1799 SCiNEE-MEAD 5731 III SPECTRUM 8 16 1 SLICOME OPTmur, DOM CORNING 299 somm-MOREHFAp s77i 33 DAOD' tgEIR D SPECTR M 8 IIDMH SAFLEX Pv8 er-SG.UTIA• 448ULA i TED GLASS Compomm TYPE C MSK GLASS NSCRWMN OEM LAMINATE 1 fifflvl� NEALED GLASS dE 8 TMAYER S da• PvS 3 GLASS >0^ '+T' 4 IR SPAS - 5 LSS 00 AHD' IN5ULATWLVfl9ATW QAft• TTSY CLASS DIISCIGIVIDR • •D87lm. I 1/A• HFAT-S D GL • • • • • 8 002V PLASTIC TER •® 2rr PWO 3 1/B' HEAT_ STRE1aGiTENEPISA= 4 114• DMSIILATED AIR SPACE - D 1/D• ANNEALED GLASS 00 00•' w WIND WITH WSTYPES •A. Qj OR W INSTALLED ASI"30FT.0 IN THE MMR fiTlHEE W EXTERIDIbUT# POLL 2E TEMPENM • • ••• • • • • • •• • • ()T.01hib TS&'ZO 5A •ANiL &7 TOA R i i ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ALUMINUM MILLION - SEE MULLXIN APPRO'/ALS FON MULLION TYPE. SIZE ANO MAX. DESIGN PRESSURE LIMITATIONS. (AJ1M. 0.078• MIN. THICK) : THE LOWER PRESSURES OF — WWDOW OR MULL SHALL GOVERN -2 12 X 3/4' S.DS. FLAT HEAD. PHILLIPS. (SEE ELEWIDN AT SHEET 02 FOR MAX. FASTENER SPADING ANO OP TABLES FOR QUANTITY) EXTERIOR GRADE %--WINDOW FRAME PERIMETER CAULKING EXTERIOR ©2 FRAME MULLING DETAIL MULLION TOrM SSZEW& MR MAIL DESIGN PRESSURE LAGIATIOMS. NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN II4' MAX ® 12 SJ).S X 1. 1/4' L IG'SHIM (SEE ELEMOION AT SHEET 12 t II—MTFRIOR FOR MAX FASTENER SPACDQ PERIMETER-;/ L-Wimm rmme NOM - SEALANT WITH EXTERIOR I' ALL LTO � PAP CONTACT OR PLATED. 2. METAL STRUCTURES: A) STEEL : Fy - 38 KSI MN. (STEEL 18 CA MN. THICK - MOSS") 8) ALUMINUM : 8063 -TS MIN. (ALIGN. 0.078' MN. TREK) QMETAL STRUCTURE ATTACHMENT DETAIL tlViATBD CLASS TMM A PART 0 mm I Qua Damm" OBTAIL TAI@YTB oust IPTION 1 IM' AWFALC2 GLASS e e L-8701 E low PLASTIC MTEG.AYER _o _-_ ,.mwt RI^ Smlff • 3 V8' AAIYALED GLASS Dia` L-7704 I FRAME FIXED MEETING RAIL LAMATW CLAN COWOSMON - TYPE D L-7705 19'!DI MASS It>NCWPTIDN D10'AIL IAIONATS blit WON 1 1/D' HEAT-STROAMENED TA.ASS 7 L-8703 8 MM PLASTIC INTERLAYER 8 BUTACITE PVS Sy, .GpOpNT. 3 1/8' HEAT-STRENGNTENED GLASS MLHD' L-8702 1 FRAME SILL TRACK LAlnNATBD GUM COMPOSITION- TYPE L-8705 Ii®I 01/R8 BIIBCtlP710Rol DIIiAL I fdMTXATR 088CRe'RON 1 1/8' HEAT-SIItENGxIENED GL0.44 - AS RECD. FRAME ASSEMBLY SCREWS R Sew PLASTIC NM3SAYFF - T SaiLEM/1�ATE SW 5T0.UTIA• 3 1/S' NEAT-STRENGIIENED GLASS 6He AS REO'D. VINYL BULB 1/4' DIA. BULB 23033 ummnm Gum 0 N - TYPE F AS REWL FIN SEAL WEATHERSTRIP Im DIASS IDI PTiON ffil" 1AIMWE; In ncwm I UB' ANNEALED GLASS PWS -009 BUTACITE PVD E D090' PLASTIC NTERLATER L-7711 Sy. .DUpGpT. 3 1/8• AN EALEO GLASS GSM' .187' w x .1501 h 16 1 SLICOME OPTmur, DOM CORNING 299 somm-MOREHFAp s77i 33 DAOD' tgEIR D SPECTR M 8 IIDMH SAFLEX Pv8 er-SG.UTIA• 448ULA i TED GLASS Compomm TYPE C MSK GLASS NSCRWMN OEM LAMINATE 1 fifflvl� NEALED GLASS dE 8 TMAYER S da• PvS 3 GLASS >0^ '+T' 4 IR SPAS - 5 LSS 00 AHD' IN5ULATWLVfl9ATW QAft• TTSY CLASS DIISCIGIVIDR • •D87lm. I 1/A• HFAT-S D GL • • • • • 8 002V PLASTIC TER •® 2rr PWO 3 1/B' HEAT_ STRE1aGiTENEPISA= 4 114• DMSIILATED AIR SPACE - D 1/D• ANNEALED GLASS 00 00•' w WIND WITH WSTYPES •A. Qj OR W INSTALLED ASI"30FT.0 IN THE MMR fiTlHEE W EXTERIDIbUT# POLL 2E TEMPENM • • ••• • • • • • •• • • ()T.01hib TS&'ZO 5A •ANiL &7 TOA R i i ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ALUMINUM MILLION - SEE MULLXIN APPRO'/ALS FON MULLION TYPE. SIZE ANO MAX. DESIGN PRESSURE LIMITATIONS. (AJ1M. 0.078• MIN. THICK) : THE LOWER PRESSURES OF — WWDOW OR MULL SHALL GOVERN -2 12 X 3/4' S.DS. FLAT HEAD. PHILLIPS. (SEE ELEWIDN AT SHEET 02 FOR MAX. FASTENER SPADING ANO OP TABLES FOR QUANTITY) EXTERIOR GRADE %--WINDOW FRAME PERIMETER CAULKING EXTERIOR ©2 FRAME MULLING DETAIL MULLION TOrM SSZEW& MR MAIL DESIGN PRESSURE LAGIATIOMS. NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN II4' MAX ® 12 SJ).S X 1. 1/4' L IG'SHIM (SEE ELEMOION AT SHEET 12 t II—MTFRIOR FOR MAX FASTENER SPACDQ PERIMETER-;/ L-Wimm rmme NOM - SEALANT WITH EXTERIOR I' ALL LTO � PAP CONTACT OR PLATED. 2. METAL STRUCTURES: A) STEEL : Fy - 38 KSI MN. (STEEL 18 CA MN. THICK - MOSS") 8) ALUMINUM : 8063 -TS MIN. (ALIGN. 0.078' MN. TREK) QMETAL STRUCTURE ATTACHMENT DETAIL a1011 ftfWd s as Complywo BDBdiAB-Cab R+ D t4, 9 U. O HS -8700 FLANGE FRAME WINDOW HILL OF MATERIALS TMM A PART 0 RIM. DSBCRWTION REMAKES I L-7703 1 FRAME HEAD 6063-T6 ALUMINUM 2 L-8701 I FRAME: SILL 6063-76 ALUMINUM 3 L-7701 I FRAME FXD. JAMB 6063-T6 ALUMINUM 4 L-7704 I FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM S L-7705 I VENT MEETING RAIL 6063-76 ALUMINUM 6 L-7707 I 1 VENT TOP/BOTTOM RAIL 6063-T6 ALUMINUM 7 L-8703 1 FRAME VENT JAMB 6063-T6 ALUMINUM 8 L-7706 1 VENT JAMB LATCH RAIL 6063-T6 ALUMINUM 9 L-8702 1 FRAME SILL TRACK 6063-75 ALUMINUM 10 L-8705 1 FRAME SILL RETAINING CLIP 6063 -TS ALUMINUM 11 L-77(18 AS REGL GLAZING BEAD E 3/8' ) 6063-T5 ALUMINUM 12 FS -006 AS RECD. FRAME ASSEMBLY SCREWS 28 X 3/4' P.H. PHILLIPS 13 FS -040 AS REO& INSTALLATION SCREWS 214 SMS F.H./PHIL. 14 L-7531 AS REO'D. VINYL BULB 1/4' DIA. BULB 23033 13 PWS -003 AS REWL FIN SEAL WEATHERSTRIP .187' w x 230' h 16 PVS-005 AS REWL FIN SEAL VEATHERSTRIP .187' w x .350' h 17 PWS -009 AS REWD. FIN SEAL WEATHERSTRIP .187' w x .310' h 18 L-7711 AS REO'D. GLAZING BEAD E INSULATED) 6063 -TS ALUMINUM 19 PWS -001 AS REC'A PILE 8 -GLAZING BEAD .187' w x .1501 h 20 L-8706 AS REWD. SILL RISER ADAPTER 6063-T5 ALUM- OPTIONAL 21 L-7539 2 VENT EXTRUDED SPRING LATCH 6063-T5 ALUMINUM 22 HC -057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON 23 L-7523 I x LATCH LATCH SPRING STAINLESS STEEL 24 ■ 2 SILL/JAMB JOINT GASKET 1/16' CLOSED CELL F13AM 25 FS -041 2 SILL RAIL ASSEMBLY SCREW 28 X 2 1/4' PJVPHIL. 26.1 1C-044-1 2 VEEP FLAP 6 BAFFLE . x 262 HC- 1 X VEEP OPEN CELL FOAM PAD 1/2' X L2• X 2' L 27 HC -040-1 2 SASH ROLLER 6 HOUSING x 28 HC -026-1 1 SCREEN FRAME 6 MESH x 29 x I ATTACHMENT SCREW 2 CLIP 08 X 5/8' S.D.S. 30 HC -058-1 2 VENT SWEEP LATCH NOLDED NYLON 31 HC -059-1 2VENT SWEEP LATCH DIE CAST METAL 32 L_8=8=X Ahc FRAME SILL ANCHOR CLIP 6063-75 ALUMINUM 33 ■ 2 LAMINATED GLASS See DetoBs • LK of shoot 9 34 ■ AS REC'Q GLAZING SILICONE See Details 8 L.H.of sheet 9 35 OPTIONAL AS REG`L COLONIAL FALSE PNNTIN ALUMINUM 36 SM -5504 AS RECD. JOINT SEALANT a 37 a AS RECD. PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL a1011 ftfWd s as Complywo BDBdiAB-Cab R+ D t4, 9 U. O FRAME HEAD L-7703— �I FRAME FIXED JAMB L-7701 SILL TRACK L-8702 ERM E JAMB O s FRAME TOP CORNER I Oq p Wj y C z o L� 42BS I-A Q a 43 a62 .844 I 3 z j SILL RETAINING CLIP L-8708 w-4679 1x66 n62 FRWE HEAD VENT Tea RAIL - - - -- FRAME JAMB g d a FRAME SILL L-8701 OO FRAME VENT JAMB L-8703 2.000 y a 8374 D62 D62 VENT TOP CORNER FRAME BOTTOM CORNER FRAME MEE= Ran •\EaA�i IncsuL E�E 0 Cl VENT SPRING LATCH L-7838 2b03 O2 21 O1235VENT LOCK RAILis tili ch ; O VENT INTERLOCK RAIL FIXED MEETING RAILVENT L-7704 TOP BOTTOM RAILL-7706 $L-7707 i HIS Ace ea62 O 062 2.EBS 479 © 1375 O yF gpT FRAME SILL / MEETING RAIL _Fae..e Rn_L 4 VENT BQnQM CORNER g 1.809 .OE2 1.169 •{ vi L FRAME &SASH CORNER ASSEMBLY DETAILS VENT JAMB RAIL L-7706 O • • SILL ANCHOR CLIP L-8830 • • • • • GLAZING BEAD L-7711 SILL RISER ADAPTER L-8708 p �I �.>'`••••••••• �/ �� • • • • • • . �• • • • • • • GLAZING BEAD L-7708 8 9 do�. •. • • . • • L090 • • •.• • • • .. 094 • 2.791IMO � REVI.Im Dgcon<plyh�erdihtl�aMOFI6B � AuepiaaOR NO A�� o .1/0� I cMOD= • i Q o 4 ••• • • • t•35 • • • •• • • • • • • • • I .777�j mu. I -'y .RSD eBBF�s®o aed®q° W • • a ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WIND CALCULATIONS INSTALLER: YAMILL GLASS & WINDOWS 4806 S.W. 75TH AVENUE MIAMI, FLORIDA 33155 PHONE: (305) 826-2121 PROJECT: IMPACT WINDOW/ DOOR INSTALLATION AT: 37 N.W. 108TH STREET MIAMI SHORES, FLORIDA MIAMI-DADE COUNTY A GUST '1 „ 2914 ,'„ PREPARED- LOS REPARED ._ A LOS M. OEk P.Ell' .: _ %EGI P:E:#' 44 • "YOUR ON-CALL EERING COMPANY" 9420 S.W. 112TIi STREET, MIAMI, FIORidA 3 31 76 TEI: (786) 242-1 720 - FAx: (786) 242-4399 .... .... . . .... .... ..... ...... .. . ..... • • . . . . ...... •e • esee • • %EGI P:E:#' 44 • "YOUR ON-CALL EERING COMPANY" 9420 S.W. 112TIi STREET, MIAMI, FIORidA 3 31 76 TEI: (786) 242-1 720 - FAx: (786) 242-4399 t 0 STRUCTURAL ENCINEERINC CONSULTANTS, INC 9420 S.W. I 1 2TH STREET MIAMI, FLORIDA 3 3 1 7 6 DATE TEL (786) 242.1720 • FAX 78b,242--59; ,a r DESIGN CALCULATIONS oc OROJEC? 34 N ,0, SHEET NO. Z- _OF C4061, A5cE ';-{O "I veLcc7 = I-35 M P H XPOS�Rt: c4rc;ol = C RM5 K cj-le( Dl =-. Kd. 00 K{t_ 1,00 •VELOCrl pfts.ExPaSuotE cocr,(KO = 0.$5 ( Fao m -T-P" 30.3-1) • PCof SLOfo :z 3 / 17, •AUX r1 07 NAARo WC6-r . Q (CoAmGA D1S"NCE rQA 5 o,=0-4 X""= 51.0 1'411 �[.:, F� `-R.•P�. '� rrT►>!4 n'► � eeee•• :ease: 0.00.0 • 0000•. • y".INDCW S DWP.S CRIT. rfREA<•G CR>IYAwig= I ?-ON 14 $ Q 5 (:�Gp/rt 00 :::: PSI' ..•... ...• .... _59•-.5..e •000.0000•0- . pS F.9:00: e. . a• ea •• • assess • • e a • • a • • e e• • 0000•• • 0000 eeee•• :ease: 0.00.0 • 0000•. • Village of Miami Shores Building Department Miami -Dade County, Florida Contractor: Yamill Glass & Windows Job: Impact Window / Door Installation at: 37 N.W. 108th Street, Miami Shores, Florida RE: Window / Door Units Design Wind Pressures Dear Sirs: August 14, 2014 We hereby attest to the best of our knowledge, belief, and professional judgment that according to the above referenced building's configuration, height, and category that the maximum design pressures for exterior openings are: WINDOWS: Positive Design Pressure (Zone 4): 47.1 psf Negative Design Pressure (Zone 4): 51.1 psf Positive Design Pressure (Zone 5): 47.1 psf Negative Design Pressure (Zone 5): 63.1 psf DOORS: Positive Design Pressure (Zone 4): 45.3 pgf Negative Design Pressure (Zone 4): 49.3psf Positive Design Pressure (Zone 5): 45.3 psf Negative Design Pressure (Zone 5): 59.5 psf. NOTE. "Zone S"pressures are applicable to openings that are within 4'- 7" of building corners - Refer to calculations. The above stated design pressures have been determined in accordance with ASCE 7 -10 -based on the following criteria: * Risk Category: II * Exposure Category: C * Building Mean Roof Height: 12'-6" * Basic Wind Speed: 175 mph Anchor spacings and installation of glazing / window and mullion systems to main structure must be in strict accordance withoduct Control N.O.A. and have not been independently verified by Structural Engineering Consultants, If you contact Car FL__. "YOUR ON-CALL ENGINEERING COMPANY" 9420 S.W. 112T1i STREET, MiWi, FloRidA 33 176 TEL (786) 242-1720 - FAX: (786) 242-4399 see* d happe to have any questions or concerns regarding this or any other matter, Blease do not tftftate to*"*:* .0 e . ee 0 .. ...... .... ...... .. . ...... . :0090: .... Goes . o URAL, INEERING CONSULTANTS, INC. (E.B.#: 007781) 606006 aseee e **so* Perez;:' P. ., Structural Engineer • • • • • • • . 5044,,_.. . . a e 0000 . .ease. "YOUR ON-CALL ENGINEERING COMPANY" 9420 S.W. 112T1i STREET, MiWi, FloRidA 33 176 TEL (786) 242-1720 - FAX: (786) 242-4399 JOB NANE : RESIDENCE 37 NW 108TH ST MIAMI SHORES , FL Miami Shores Village APPROVED BY DATE ZONING DEPT t� °� @ La % .y� Z .� BLDG DEPT �7. Q SUBJECT TO COMPUANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS SEP 0 g 2014 •• • • •0 •e .• • i 0000•• �, • • • 00s• � vyf c q • • w Q t� °� @ La % .y� Z .� _ 1SC=. �7. Q _ at: f J ...... .... ..•• 0000 0000 •00• •• • • •0 •e .• • i 0000•• �, • • • 00s• � vyf c q • • w Q t� °� @ La % .y� Z .� _ 1SC=. �7. Q _ at: f J •,9,9,9,9• ..•... 0000•• • 0000. Osseo 0000.• • • • •0,900• 00so 0• • • N u !�l.' Fou ® C NOT PART OF THIS PERMIT FRONT NOTE: MEAN ROOF HEIGHT: 12'- 6" ROOF TYPE: 3:12 GROUND FLOOR PLAN �o (EGRESS) RIGHT (EGRESS) O IrRI 1 5 201 DATE: 08/15/14 SCALE: 3/16"= 11 DWG. BY: M.R.Z. JOB #: 08-2014 1 of 5 sees W a U W � v� x . •••• o � P� M W O a OZ U 0 .. IrRI 1 5 201 DATE: 08/15/14 SCALE: 3/16"= 11 DWG. BY: M.R.Z. JOB #: 08-2014 1 of 5 sees . . •••• ••ss•• .. ... .... ...... •• •s• . •• sees . .. •••• . .... . . .. ... .. . ..... •• •• •• • sees•• • • • • • . . :*see: *00 IrRI 1 5 201 DATE: 08/15/14 SCALE: 3/16"= 11 DWG. BY: M.R.Z. JOB #: 08-2014 1 of 5 NOTE 1: WINDOW SON ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE REFER TO PRODUCTS CONTROLS. NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOPE 3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE: BEAMS,COLUMNS FRAM1NG,ETC.) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR NOTE 5: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DIMENSIONS PRIOR TO FABRICATION. FRONT ELEVATIOr "A" 110" X63"(XOX)(1/4-1/2-1/4-CONFIGURATION) SERIES "HS -8700" HORIZONTAL SLIDING WINDOW-LALL N.O.A.: 12-0127.08 ZONE 4: +47.1- 51.1 GLAZING 5116" LAMINATED IMPACT RESISTANT GLASS EXTERIORLTTE: 1/8" HS. GLASS .090 BUTACITE FVB BY DUPONT OR .090 SAFLEX / KEEPSAFE BY SOLUTIA INTERLAYER RUMORLrM: 1/9" H.S. GLASS "C" 74" X 63"(XOX)(I/4-1/2-v4-CONFIGURATION) SERIES "HS -8700" HORIZONTAL SLIDING WINDOW-L.ML N.O.A.: 12-0127.08 ZONE 4:+47.1-51.1 GLAZING: 5/16" LAMINATED IMPACT RESWANT GLASS EXTERIORLTTE: I/8"RS. GLASS .090 BUTACITE PVB BY DUPONT OR .090 SAFLEX / KEEPSAFE BY SOLUTIA INTERLAYER INTERIOR LITE: 1/8" H.S. GLASS "D" 53" X 50-5/8"(OX) SERIES "HS -8700" HORIZONTAL SLIDING WINDOW-L.M.I. N.O.A.: 12-0127.08 ZONE 4:+47.1 - 51.1 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIORLrrE: I/8" ANN. GLASS .090 SAFLEX / KEEPSAFE BY SOLLMA OR .090 BUTACITE PVB BY DUPONT INTERLAYER INTERIOR LITE: IB" ANN. GLASS AK 1 5 2014 i DATE: 08/15/14 SCALE: 3/16"= 11 DWG. BY: MA -Z. JOB #: 08-2014 2 of 5 W U x O � t~ O a V a AK 1 5 2014 i DATE: 08/15/14 SCALE: 3/16"= 11 DWG. BY: MA -Z. JOB #: 08-2014 2 of 5 NOTE 1: WINDOW FRAMESMIULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE: BEAMS,COLUMNS FRAM NG,ETCJ SHALL BE DESIGNEDBY OTHERS TO VMHSTAND THE LOADS POSED BY THE GLAZING NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4: ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FUMIED FLOOR NOTE 5: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DIMENSIONS PRIOR TO FABRICATION. "G" 24" X 38" SERIES "SH -7700 FLANGE" ALUMINUM SINGLE HUNG WINDOW -L.M.L N.O.A.: 12-0127.16 ZONE 5: +47.1-63.1 GLAZING: 5/16" LAMINATED "ACT RESISTANT GLASS EXTERIOR LITE: 1/9' ANN. GLASS .090 SAFLEXl10MAFE BY SOLUTIA OR .090 SENTRIGLAS PLUS BY DUPONT EVIERLAYER INTERIOR LTTE: IB" ANN. GLASS 10'4'-11"[D 4'-4" ffl /:F7\ O(EGRESS)) (EGRESS O RIGHT ELEVATION "D" 53" X 50.5/8"(OX) SERIES "HS -8700" HORIZONTAL SLIDING WAIDOW-L.ML N.O.A.: 12-0127.08 ZONE 4: +47.1 - 51.1 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIORLTTE: 1/8" ANN. GLASS .090 BUTACTTE PVB BY DUPONT OR .090 SAFLEX /KBEPSAFE BY SOLUTIA INIBRLAYER ENTERIOR LTTE: 1/8' ANN. GLASS "D1" 53" X 50-5/8"(OX) SERIES "HS -8700" HORIZONTAL SLIDING WAIDOW-L.M.L N.O.A.: 12-0127.08 ZONE 5:+47.1-63.1 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: I/8" ANN. GLASS .090 BUTACTIE PVB BY DUPONT OR .090SAFLEX/KEEPSAFE BY SOLUTIA INTERLAYER INTERIOR LITE: 1/8" ANN. GLASS "B" 36" X 63 -(OX) SERIES "HS -8700" HORIZONTAL SLIDING WA DOW4-MS N.O.A.: 12-0127.08 ZONE 5: +47.1- 63.1 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: I/8" ANN GLASS .090 BUTACTTE PVB BY DUPONT OR .090SAPLEX/KEEPSAFE BY SOLUTIA INIPRLAYER INTERIORLITE: 1/8" ANN. GLASS 'E' 37" X 38-3/8"(OX) SERIES "HS -8700" HORIZONTAL SLIDING WB DOW-LML N.O.A.: 12-0127.08 ZONE 4:+47.1-51.1 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERiORLITE:1/8" ANN GLASS 090 BUTACTTE PVB BY DUPONT OR .090 SAFLEX /KEEPSAFE BY SOLUTIA II TfERLAYER INTERIOR LTl'E: 1/S" ANN GLA33 DATE: 08/15/14 SCALE: 3/16"= 11 DWG. BY: M.RZ. JOB #: 08-2014 3 of 5 w z w o • boa 1` • :0 • •• •• � o z o �a a DATE: 08/15/14 SCALE: 3/16"= 11 DWG. BY: M.RZ. JOB #: 08-2014 3 of 5 • • boa •• • :0 • •• •• I i! ,`i'C1 ••• DATE: 08/15/14 SCALE: 3/16"= 11 DWG. BY: M.RZ. JOB #: 08-2014 3 of 5 NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2: ONLY THE OPENT4GS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PEED&T. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3: THE MAIN WPM FORCE RESISTING SYSTEM OF THE STRUCTORE(LE: BEAMS COLUMNS,FRAMING EICJ SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING NO CALCULATIONS HAVE BEEN PERFORMED TO VERIPY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR NOTE 5: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DIMENSIONS PRIOR TO FA13RICCATION. REAR ELEVATION O(EGRESS) NOT PART OF THIS PERMIT -F" 74" X 38-3/8"(OX) "H- 71" X 80" (NOMINAL) SERIES "HS -87W HORIZONTAL SLHHNG VM DOW-L.M.L SERIES " LA PORTS" OUTSWING GLAZED ALUhIINUM FRENCH DO N.O.A.: 12-0127.08 LARGE MISSILE IMPACT. ZONE 4-.+ 47.1 - 51.1 N.O.A. 13-0328.11 GLAZING 5/16" LAMINATED IMPACT RESISTANT GLASS ZONE 4:+ 45.3- 49.3 EXTERIOR LITE: IB" ANN. GLASS GLAZING 5/16" LAMINATED IMPACT RESISTANT GLASS .090 BUTACITE PVB BY DUPONT OR EXTERIOR LITE: I/8" ANN.GLASS .090 SAPLEX / KEEPSAFE BY SOLUTIA INTERLAYER .090 DUPONT PVB IN nRU AYER INTERIDRLITE-. 1/8" ANN. GLASS INTERIORL.IIE: I/8" ANN.GLASS NOTE: WATER IINFII,TRATTON RESISTANT SILL IS REQUIRED FOR THIS INSTALLATION. "P 26" X 38" SERIES "SH -7700 FLANGE" ALUMINUM SINGLE HUNG WINDOW L.M.L N.O.A.: 12-0127.16 ZONE 4: +47.1- 51.1 GLAZING 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 118" ANN. GLASS .090 SAFLEXIKEEPSAFE BY SOLUTIA OR .090 SENIRIGLAS PLUS BY DUPONT INTERLAYER INTERIOR LITE. I/8" ANN. GLASS W U ���WWWJiii rn o x • •••s O � t` M O •a• UUUy "Q5 O a a • • •••s 0000•• •a• •• 0000 0000•• ••• •• • • • •0 • 0000 • • • • • • 0000 0000 •••0• •• ••• •• • •010• • •• ••• • i :04:0: a • • . ..`.'_`. -_ • • • 0000• • I ,_. - "a:, � 0000•• UG 1 2014 ! s ' DATE: 08/15/14 Zz SCALE: 3/16"= 11 d DWG. BY: M.RZ. JOB #: 08-2014 T Df NOTE 1: WINDOW FRAME.S/hRI ION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UISM NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE: BEAMS,COLUMNSYRAMINGXTC J SHALL BE DESIGNEDBY OTHERS TO WITILSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4: ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR NOTE 5: WINDOW COMPANY MALL FIELD VERIFY ALL ACTUAL Fffi.D DIMENSIONS PRIOR TO FABRICATION. LEFT ELEVATION a "3" 46"X48"(OIq SERIES "HS -9700" HORIZONTAL SLIDING WINDOW-L.M.I. "K" 53" X 36-3/8"(OX) N.O.A.: 12-0127.08 SERIES "HS -8700" HORIZONTAL SLIDINGWINDOW-L.M.I. ZONE 4.+ 47.1 - 51.1 N.O.A.: 12-0127.08 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS ZONE 4:+ 47.1 - 51.1 EXTERIOR LITE: 1/8" ANN. GLASS GLAZING: 5/16" LAMINATEDIMPACT RESISTANT GLASS .090 BUTACITE PVB BY DUPONT OR EXTERIOR LITE: 1/8" ANN. GLASS .090 SAPLEX / KEEPSAFE BY SOLUTIA INTERLAYER .090 BUTACITE PVB BY DUPONT OR INTERIOR LITE: 1/8" ANN. GLASS .090 SAFLEX / KEEEPSAFE BY SOLtMA INTERLAYER INTERIOR LITE: 1/6" ANN. GLASS "L" 72" X 77-112" (NOMINAL) SERIES " LA PORTE" OUTSWING GLAZED ALUMINUM FRENCH DOOR- LARGE OORLARGE MISSILE IMPACT. N.O.A. 13-0328.11 ZONE 5: +45.3- 59.5 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LTTE: 1/8" ANN.GLASS .090 DUPONT PVB INTERLAYER INTERIOR LTTE: I/8" ANN.GLASS NOTE: WATER INFILTRATION RESISTANT SILL IS REQUIRED FOR THIS INSTALLATION. DATE: 08/15/14 SCALE: 3/16" =1' DWG. BY: M.R.Z. JOB #: 08-2014 of 0000 w W s • 9•s• 0000•• LW7i �' x O � ••• •• 0000 0000•• 00. M • • a 0000•• DATE: 08/15/14 SCALE: 3/16" =1' DWG. BY: M.R.Z. JOB #: 08-2014 of 0000 s • 9•s• 0000•• ••• •• 0000 0000•• 00. 00 0 • • 0000•• 0 • • 9 •• • 0000 00900 ••• •• •• • ••••• •• • •• • ••••9• • • • • • 0000•• � ��•• • 0000 • • ' 9 0000 DATE: 08/15/14 SCALE: 3/16" =1' DWG. BY: M.R.Z. JOB #: 08-2014 of