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WS-14-1235Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-222472 Scheduled Inspection Date: November 07, 2014 Inspector: Rodriguez, Jorge Owner: , Job Address: 1090 NE 92 Street Miami Shores, FL Project: <NONE> Contractor: RICHMON CONSTRUCTION CORP Building Department Comments Permit Number: WS -6-14-1235 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement REPLACING 11 WINDOWS AND 5 DOORS WITH IMPACT Infractio RESISTANT I INSPECTOR COMMENTS Phone Number (305)987-0644 Parcel Number 1132050270410 False Phone: 305-663-0543 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-215591. CREATED AS REINSPECTION FOR INSP-214086. Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. November 07, 2014 For Inspections please call: (305)762-4949 Page 8 of 17 a JUAN A RODRIGUEZ- RA JOMOLCA ARCHITECTS.P.A. ARCII.REG.# 6691 625 SW 82 AVE. MIAMI, FL. 33144 PHONE 305-253-5211 FAX 305-251.5338 AUGUST 18, 2014 Miami Shores Village Building Department 10050 NE 2nd Ave. Mimi Shores, Fl. 33138 PERMIT #: WS -6-14-1235 OWNER: JJS FUNDING SERVICES, LLC 1090 NE 92 ST Miami Shores, FI. 33138 DEAR BUILDING OFFICIAL THIS LETTER IS TO CERTIFY THAT ALL WINDOWS AND DOORS 2°x6° BUCKS, WHERE APPLICABLE HAS BEEN INSTALLED IN ACCORDANCE WITH THE ENCLOSED ENGINEERING DETAIL, AS WELL AS THE FLORIDA BUILDING CODE. PT WOOD BUCK. IA.ELCO TAPCON X 3 1/2' LONG. MIN. EMBED INTO CONC. MAX. FROM ENDS & BALANCE MAX. C.C. STAGGERED DETAIL 2 2" BY WOOD BUCK CONNECTION IF YOU HAVE ANY QUESTIONS PLEASE CONTACT THIS OFFICE. YOURS TRULY, JUAN A RODRIGUEZ A.R. 6691 Miami Shores Village AIvi- Building Department JUN 12 2014 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: JOB ADDRESS: BUILDING 67 FBC 201 U Permit No. Master Permit No.� ) S1 � --- ld,3-r City: Miami Shores County: Za a Miami Dade Folio/Parcel#: 7— O' Is the Building Historically Designated: Yes OWNER: Name (Fee Simple 57— City: % City: Z17-6 NO Flood Zone: i10 State: /z,4 Zip: 27 a1oYV Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name:Phone#4'�5J 1 6� ��✓�3 Address: ® 6 .� , u J • L,L �,l i �,� �S City: Al %14'a> • State: Ll Qualifier Name: /;'z A -K eel -57;_4 CID �J y "'Ze 12,0Q1 Phone#:(3A' -1 9. 6,_? - _14y State Certification or Registration #: C• a V-4 %/--10 Certificate of Competency #: Contact Phone#:0 o, 1 6,0 - ®d-cJ-3 Email Address: -7 O G F S•� �� ' DESIGNER: Architect/Engineer: c�,7 A /' &dvPPhone#0)�a�.3Lof Value of Work for this Permit: $,; Square/Linear Footage of Work: JC Type of Work: ❑Addition UAlteratioW ONew ❑Repair/Replace ODemolition Description of Work: Submittal Fee Scanning Fee $ Colo" thru tile: Permit Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO/CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ ` 3 vIaq '� 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 zip. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... ' OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." 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 apprXed apd a reinspection fee will be charged. Signature, Owner or Agent The foregoing iistrument was ac )vledged before me this .06 day of & t, 20 , by fah � ��/"�/�'l4 , who is personally known to me or who has produced As identification and who did take an oath. Signature Contractor The foregoing instrument was acknowledged before me this '71, day of _, 20 L_ , by fl Ql rg4o (?di1�/C�� who is personall known to me or who has produced // as identification and who did take an oath. (Revised 5/2/2012)(Revised 3/12/2012) XRevised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if - 1 . f: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company. Therefore, _ov u may be personally liable for the worker compensation injuries of any person allowed to work under this permit. Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU CONTENTS. Owner Print Name: lj'I,� vr) c \�U%%%%PIIIIfitlq d. ACKNOWLEDQIMb � 0312112015 ' ATARI PUBLIC #I Comma0ioo t , 1P� �^� .c6d68D�1�. gna 4o+ r ®` Signature: .m State of Florida) - :11ZO15 County of Miami -Dade) = i PUBLIC Sworn to anj subscribed before me s = = t day of n 4L 920 �ammisd104 ' �� j9 EE075 414 (SEAL) Tvve of Identification .VE READ THIS NOTICE AND UNDERSTAND ITS Contractor i Name: gnature: NOTARY PUBLIC } State of Florida) :Commission #. County of Miami -Dade) Sworn to aild subscribed before me this'�m ®4 ••- — "''�® day of 142— , 20 6P-rf & r' � By b of Identification Report Viewer r . &dim q I' J/ 1 8 100% JEFF ATWATER ' M- EF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION •' CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the Individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 9/18/2013 EXPIRATION DATE: 9/18/2015 PERSON: CONTRERAS REMBERTO FEIN: 850378404 BUSINESS. NAME AND ADDRESS: RICHMOM CONSTRUCTION CORP 7088 SW 44 STREET MIAMI FL 33155 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR PamuaN to Caaoler 440.05(141 F.S.. an ol&m of a aorooro*m Wto elects ezernnUm from Ods ehaDW be 50rm a cof iOoato of efectbn no lager areets Ne roquaemads of thio "own fel Issuance of a comate. no depafhnent" Weoke a nand on the ceat5eate to meet the reaulremeids of Oda section. DFS-F2-DWC•252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07.12 of QUESTIONS? (850)413-1809 Page 1 of 1 https://apps8.fldfs.com/crre,portviewer/reportViewer.aspx?data=kdvpginc9D7Q3gH6TER6... 9/30/2013 Jun, 5. 2014 10:26AM THE FIRST IMSA ROUP CORP No. 6311 P. 2 Rte° CERTIFICATE OF LIABILITY INSURANCE 0810 'm' THIS,CERTIFICATE IS ISSUED AS A•MATTER OF INFORMATION •ONLY AND CONFERS•NO. RIGHTS UPON THE CERTIFICATE HOLDER -THIS CERTIFICATE DOES NOT AFFIRMATNELY 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 poltcy(ies) must be endorsed. ft SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may re$Ulre an endorsemerit. A statement on this certlfkate docs not confer fights to the Cert(fjcate.holder in lieu of such endorsement(s), PRoaIiCER First Insurance Group 10987 SW 40 St Miami, FL 33165 Phone (306)221-7878 Fax (305)554.7090 Npjj!""' MIRIAM MESA P NE 305 221.7878- PAx 305 5547090 ADD E-MAIL; MIRIAMMESAQAOL.COM PRODUO POLICY NUMBER RAM1D INSURER(S) APFORDING COVERAGE NAILS INSURED RICHMOM CONSTRUCTION 7066 SW 44 St Miami, FL 33155- 305 INSURER A e INTERNATIONAL INS. CO. OF HANNOVER PLG, INSURER B; INSURER C: AGURER D: EACH OCCURRENCE S 1,000.000 INSURER E' a , COMMERCIAL GENERAL LIABILITY 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 13Y PAID CLAIMS, ITR TYPE OF INSURANCE POLICY NUMBER RAM1D MMIrOLD LIMITS GENERAL LIABILITY EACH OCCURRENCE S 1,000.000 PREMISES Es occurrence $ 100,000 a , COMMERCIAL GENERAL LIABILITY MW EXP (Any one parem) $ 5,000 A ❑ ❑ CLAIMS -MADE ❑ OCCUR ❑ IGOSAO02521-00 02!042014 02104!2015 PERSONAL & ADV INJURY S 1,000,000 ❑ GRNERAL AGGREGATE $ 1,000,000 PRODUCTS. COMPIOP AGG s 1,000,000 GEWL.AGGREGATE LIMIT APPLIES PER: Rj POLICY ❑ PROje - ❑ LOC S AUTOMOBILE LIABILITY ❑ ANY AUTO ❑ ALL OWNED AUTOS COMBINED SINGLE LIMIT (Ea ucidenl) $ 80DILY INJURY (Per pwson) $ BODILY INJURY (Per w0dent) S ❑ SCHEDULED AUTOS ❑ HIREDAUTOS ❑ NON - WED AUTOS P,ROPERTYOAMAGS $ (Peremident) $ ❑ UMBRELLA LIAR ❑ OCCUR ❑ EXCESS LIAR ❑ OLAIMFwADE EACH OCCURRENCE $ AGGREGATE S ❑ DEDUCTIBLE _ ^ $ $ RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRfET0RIPARTNER9q((EGLmYE OFFiCERIMEMBER EXCLUDW? N r A WC STATU. OTH- E.L. EACW ACCIDENT E.L. DISEASE � EA EMPLOYE s (Mande" to NH) Ifyex describe under DESLIRIP"ON OF OPERATIONS below EL pISFJge -POLICY L1MR $ DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks scheduls, If more spsce is required) GENERAL CONTRACTOR LIABILITY. -- � � VI�NVCLLNIIVIY ' MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NE 2 AVE MIAMI SHORES FL 33138-2382 ACORD 26 (2009109) QF SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPWT1ON DAWILL BE DELIVERED IN ACCORDANCE WITH OVISIONS. AU TORRI=D I�A PORAT1oN. All rights reserved. name 411106P ere registered marks of ACORD r .. W S d .L� -- �V 3s Property Address: Contractors Name: SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE PROPERTY OWNER'S SUBSTANTIAL DAMAGE OR UBSTANTIAL IMPROVEMENT AFFIDAVIT 2e_3.2 st k�-,,�,rn� <-A & Property Owner's Name: 6 Property Owner's Address16 90 C Property Owner's Phone 6� Number: AI G. 3 313,q 1 hereby attest that the list of work and cost estimate submitted with my Substantial Damage or Substantial Improvement Application reflects ALL OF THE WORK TO. BE CONDUCTED on the subject structure Including all addit ons, Improvements and repairs and, if the work is the result of Substantial Damage, this work will retu m .the structure at least to the "before damage" condition and bring the structure into compliance with all applicable Godes. Neither I nor any subcontractor or agent will make any repairs or perform any work on the subject structure. other than what has been included in the attached list. I UNmRSTAND THAT 1 IF ANY INSPECTION OF REPAIRS OR IMPROVER APPROVED BUILDING P See attached itemized list, STATE OF _ r COUNTY OF Before #h' person duly sw , d aforem itions Prop y wner's Si atur Swo to and subscrl h 04 a • lit *' A"'•. ;11 SUBJECT TO ENFORCEMENT ACTION, WHICH MAY INCLUDE FINES, PROPERTY REVEALS THAT I, OR MY CONTRACTOR, HAVE MADE TS NOT INCLUDED ON THE ATTACHED LIST OF REPAIRS OR THE appeared -a that he/she has , who, being agrees to comply with all the me this W day of IfOn& , 20 V. 9QklNotary cP#e4i My commission nexsn. /i_ SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE APPLICATION FOR SUBSTANTIAL DAMAGE OR SUBSTANTIAL IMPROVEMENT REVIEW Property Address: Property Owner's Name: i • Property Owner's Address: zQ 90 Property Owner' Phone NL -- 2umber: ('7 7i f6<' Contractor's tVa�e: (/I MOwl (Z � � � Contractor's Address: 70K25-10 sr.✓ ��l Contractor's Phone Number: Flood Zone BFE Lowest Floor Elevation (Excluding garage or carport) Check one of the following: [ ] I am attaching a State Certified Appraiser's report, valuing the structure at: [ ] I am not attaching a State Certified Appraiser's report and I accept the use of the valuation of my property that has been recorded by the County Property Appraiser's Office. SIGNATUR Property ON Contractor: i Z►� ••'�ySS1Aly'••�OG�i zS #EE75911 •o Date:M- 20 1q a! c SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE CONTRACTOR'S SUBSTANTIAL DAMAGE OR SUBSTANTIAL IMPROVEMENT AFFIDAVIT Property Address: Ao? Contractor's Name:�P j /Z.— k'7 d'9PY'i® Con4rr.-r(.n Contractor's Company Name: ,, Contractor's Address: _ 70,! cK Sc.r/._g61 �� ins b)mI rL 53i5�? Contractor's Phone Number: Contractor's State Registration or Certification Number: fTCQ5;6-s M Contractor's We Registration Number (if applicable): G Ovb 590 1 hereby attest that I, or a member of my staff, personally inspected the subject property and produced the attached itemized list of repairs, reconstruction and/or remodeling which are hereby submitted for a Substantial Damage or Substantial Improvement Review. The list of work contains ALL OF THE WORK TO BE CONDUCTED on the subject property. If the property sustained Substantial Damage, this list of Work, will return the structure to at least its condition prior to damage and bring the structure into compliance with all applicable codes. I further attest that all additions, improvements or repairs proposed for the subject building are included in this estimate and that neither I nor any subcontractor or agent representing me will make any repairs or perform any work on the subject structure other than what has been included in the attached list. I UNDERSTAND THAT I AM SUBJECT TO ENFORCEMENT ACTION, WHICH MAY INCLUDE FINES, IF ANY INSPECTION OF THE PROPERTY REVEALS THAT I, OR MY CONTRACTOR, HAVE MADE REPAIRS OR IMPROVEMENTS NOT INCLUDED ON THE ATTACHED LIST OF REPAIRS OR THE APPROVED BUILDING PLANS. See attached itemized list. STATE OF _ COUNTY OF Before me thi duly swo ' d Sworn to and su personally appeared &.?,e4y-6,121m t l <- , who, being s and says that he/she has read, understands, and agrees to comply with all the s`u MPAd 1 �D day of e 0�. 021,?�.o Vwx OG % Notary Public State �0on. = My commission expires: n9i i Q 1 r, JUN 12 2014 r1 iH ' Y : MIAMI-DADE COUNTY • DUCT CONTROL SECTION DEP T I I G. ENVIRONMENT, AND R ATORY 11805 SW 26 Street, Room 208 AFFA Miami, Florida 33175-2474 BOARD ND DE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 _NOTICE OF ACCEPTANCE (NOA) wmv.miamidadcuov/oera/ 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. DESCRIPTION: Series `IHS4700 (Flange Frame)' Aluminum Horizontal Sliding Window — L.M.I. 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. MISSII.E IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or pr9cess. Misuse of this NOA as an 9ndorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA 011-0705.10 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12-0127.08 hltartanAn; G, t irY Expiration Date: April 11, 2017 Approval Date: March 29, 2012 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No L8700-0901 ' 8700-0901, 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 24113.2. 1, TAS 202-94 along with marked—up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XOX (1/4,1/2,114 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-10-3049, HETI-10-3049I9 HETI-10- 30509 HETI-10-30510 HETI-10-3052% HETI-10-3053, HETI-10-30569 HETI-10- 30579 HETI-10-31309 HETI-10 31319 HETI-10-32239 HETI-10-3224, HET-10;- 32259 ET-10=3225, 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 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08-2033, HETI-08-2034, HETI — 08 — 2035, HETI — 08 — 2036, HETI — 08 — 20379, HETI — 08 — 2038, HETI-08-2116A and HETI-08-2116B, dated 02/28/08, all signed and sealed by Candido F. Font, P. E. (Submitted wader previous NOA No. 090706.05) Menne .Pere t., Product Control E mi • r NOA No. 12-0 .08. Expiration Date: April 11, 2017 Approval Date: March 29, 2012 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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-20 10, 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 E1300-04 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. 114325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, 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. Statement letter of no financial interest, dated May 20, 2010, signed and sealed by Thomas J. Sotos, P.E. G. OTHERS 1. Notice of Acceptance No. 11-0705.10, issued to Lawson industries, Inc. for their Series "HS -8700 Flange" Aluminum Horizontal Sliding Window - L.M.I., approved on 09/08/11 and expiring on 04/11/12. -9 �01'AA;Z Manue Pe Product Control Exa in r NOA No. 12-0 .08 Expiration Date: April 11, 2017 Approval Date: March 29, 2012 E-2 JUN 12 2014 MIB�° MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMI , ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 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.mlamldade.goy/Feta Lawson industries, Inc. 8501 NW 9e 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. DESCRIPTION: Series "PW 4200/ 6200 Flange Frame" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 14200-6200-1201, tilled "Series-4200-6200 Flange Impact Fixed Window", sheets 1 through 5 of 5, dated 02/21/12, 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 and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preccded by -the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 07-0516.02 and consists of this page l and evidence pages E-1, E-2, E-3, E-4 and E-5, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. UNiY NOA No. 12-0307.06 M AMI ADE Expiration Date: August 22, 2017 >j�l�ri2 Approval Date: May 24, 2012 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A..-*,. DRAWINGS L- Manufacturer's die drawings and sections. 2. Drawing No. L4200-6200-1201, titled "Series -4200-6200 Flange Frame Impact Fixed Window", sheets 1 through 5 of 5, dated 02/21/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc,, Test Report No. HETI-12-4010, dated 03/05/12, signed and sealed by Rafael Droz-Seda, P.E. 2. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-11-3363, dated 03/05/12, signed and sealed by Rafael Droz-Seda, P.E. 3. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2614, dated 09/04/09, signed and sealed by Candido F. Font, P.E. 4. Test report on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2613, dated 09/04/09, signed and sealed by Candido F. Font, P.E. 5. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2612, dated 09/02/09, signed and sealed by Candido F. Font, P.E. 6. Test report on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering'& Testing, Inc., Test Report No. HETI-09-2611, dated 09/04/09, signed and sealed by Candido F. Font, P.E. 7. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2586 dated 07/10/09, signed and sealed by Candido F. Font, P.E. Manuel Per .E. Product Control E a iner NOA No. 12- 07.06 Expiration Date: August 22, 2017 Approval Date: May 24, 2012 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. Test report on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2585, dated 07/10/09, signed and sealed by Candido F. Font, P.E. 9. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2584, dated 07/10/09, signed and sealed by Candido F. Font, P.E. 10. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HE7I-09-2582, dated 07/10/09, signed and sealed by Candido F. Font, P.E. 11. Test report on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2581, dated 07/10/09, signed and sealed by Candido F. Font, P.E. 12. Test report on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2580, dated 07/10/09, signed and sealed by Candido F. Font, P.E. 13. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along. with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2579, dated 07/10/09, signed and sealed by Candida F. Font, P.E. 14. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with market -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1779, dated 01/30/03, signed and sealed by Rafael Droz-Seda, P.E. (Submitted under NOA# 06-0117.02) 15. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1778, dated 01/30/03, signed and sealed by Rafael Droz-Seda, P.E. (Submitted under NOA# Oft -0117.02) Manuel Perez, E. Product Control E mi er NOA No.1 .06 Expiration Date: August 22, 2017 Approval Date: May 24, 2012 E-2 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNTINUED) 16. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1777, dated 01/30/03, signed and sealed by Rafael Droz-Seda, P.E. (Submitted under NDA# 66-0117.02) 17. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1776, dated 01/30/03, signed and sealed by Raphael Droz-Seda, P.E. (Submitted under NDA# 06-0117.02) 18. Test reports on: l) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a full radius fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1774B, dated 01/30/03, signed and sealed by Rafael Droz-Seda, P.E. (Submitted under NOA# 06-0117.02) 19. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an eyebrow fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1774A, dated 01/30/03, signed and sealed by Raphael Droz-Seda, P.E. (Submitted under NOA# 06-0117.02) 20. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1215, dated 04/08/02, signed and sealed by Hector Medina, P.E. (Submitted under NOA# 06-0117.02) 21. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1158, dated 04/8/02, signed and sealed by Hector Medina, P.E. (Submitted under NOA# 06-0117.02) Q_ V307P .E. Product Contro in NOA No..06 Expiration Date: August 22, 2017 Approval Date: May 24, 2012 E-3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 22. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) 'Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-01-1193, dated 04/08/02, signed and sealed by Hector Medina, P.E. (Submitted under NOA# 06-0117.02) 23. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and .installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-01-1103, dated 02/12/02, signed and sealed by Hector Medina, P.E. (Submitted under NOA# 06-0117.02) 24. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-01-1098, dazed 02/11/02, signed and sealed by Hector Medina, P.E. (Submitted under NOA# 06-0117.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis prepared by manufacturer, complying with FBC-2010, dated 03101/12, signed and sealed by Thomas J. Sotos, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 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. 11-0325.05 issued to Solutia, Inc. for their "Sallee and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16 Manue Per T. Product Control E m' er NOA No. 12-0307.06 Expiration Date: August 22, 2017 Approval Date: May 24, 2012 E-4 Lawson industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated March 02, 2012, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated March 02, 2012, signed and sealed by .. Thomas J. Sotos, P.E. G. OTHER 1. Notice of Acceptance No. 07-0516.02, issued to Lawson Industries, Inc. for their Series "PW 4200/ 6200" Aluminum Fixed Window — L.M.L, approved on 08/02/07 and expiring on 08/22/12. ou o�" ja�; Manuel Perez, Product Control Exl r NOA No. 12-0 7.06 Expiration Date: August 22, 2017 Approval Date: May 24, 2012 E-5 JUN 12 2614 MIAMaDADE DY" ® MIAMI—DADS COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mismidade.ew/economy Lawson Industries, Inc. 8501 NW 90"' Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in.Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SDG -9200" Aluminum Sliding Glass Door - L.M.I. APPROVAL DOCUMENT: Drawing No. L9200-1201, titled "Series SGD-9200 Aluminum Sliding Glass Door (LMI)", sheets 1 through 14 of 14, prepared by manufacture, dated 09/25/12, with the latest revision "A", dated 01/15/13, signed and sealed by Thomas J. Soto, P. E., bearing the Miami -Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration daze by the Miami -Dade County Product Control Section. MISSII.E IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA's No.'s 12-0127.06 and 12-0127.24 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 12-1204.12 MIMDADS cout�trr S ( jo Expiration Date: February 13, 2018 1 Lz,`lj Approval Date: January 31, 2013 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. L9200-1201, titled "Series SGD-9200 Aluminum Sliding Glass Door (LMI)", sheets 1 through 14 of 14, prepared by manufacture, dated 09/25/12, with the latest revision "A", dated 01/15/13, signed and sealed by Thomas J. Soto, P. E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an Aluminum SGD, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11 3269, dated 05/16/11, HETI-11-3292, dated 10/20/11, HETI-11-3274, dated 10/20/11, HETI-11 3329, dated 01/16/12, HETI-12-4040, dated 10/12/12, HETI-124051, dated 06/13/12, HETI-12-4053 and BETI-12-4064, dated 09/24/12, all signed and sealed by Rafael E. Droz-Seda, P. E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11-3270, dated 05/16/11, HETI-11 3275, dated 10/20/11, HETI-11 3307, dated 10/03/11, HETI-11-3314, dated 10/20/11, HETI-11-3330, dated 01/16/12, HETI-12-4052, dated 07/10/12, BETI-124054 and HETI-12-4065, dated 09/24/12, all signed and sealed by Rafael E. Droz-Seda, P. E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-124041, dated 10/12/12, signed and sealed by Rafael E. Droz-Seda, P. E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding door, Grade 10, per FBC 2411.3.2.1, TAS 202-94 and per ASTM F 842-04 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-11-3313, dated 10/20/11, signed and sealed by Rafael E. Droz-Seda, P. E. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 12-1204.12 Expiration Date: February 13, 2018 Approval Date: January 31, 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 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked—up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s .HETI-11 3291, dated 07/15/11 and HETI-11-3292, dated 10/20/11, both signed and sealed by Rafael E. Droz—Seda, P. E. 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding door, Grade 10, per FBC 2411.3.2.1, TAS 202-94 and per ASTM F 842-04 along with marked—up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3078, dated 01/10/02, signed and .sealed by Luis Figueredo, P.E.; FTL-3525 and FTL-3572, dated 09/09/02, both signed and sealed by Joseph C. Chan, P. E.; FTL-3424, dazed 04/18/02, FTL-3425, dazed 04/29/02, FTL-3426, dated 04/26/02, FTL-3492, dated 06/20/02, FTL-3493, dated 06/24/02 and FTL-3516, dated 07/12/02, all signed and sealed by James G. Worth, P. E. (Submitted under previous NOA No. 02-1126.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, Prepared by manufacture, dated 10/12/12, with the latest revision, dated 01/15/13, signed and sealed by Thomas J. Soto, P. E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 12-1204.12 Expiration Date: February 13, 2018 Approval Date: January 31, 2013 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED E. MATERIAL CERTIFICATIONS (CONTMWD) 2. Notice of Acceptance No.11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 3. Notice of Acceptance No. 11-1102,09 issued to Solutia, Inc. for their "Saflez CP - Saflex and Saflez HP Composites Glass Interlayers with PET Core" dated 06/14/12, expiring on 12/11/13. 4. Notice of Acceptance No. 11-1102,10 issued to Solutia, Inc. for their "Saflez HP Clear or Color Glass Interlayers" dated 06/14/12, expiring on 04/14/13. 5. Notice of Acceptance No. 11-1102,11 issued to Solutia, Inc. for their "Saflez Clear and Color Glass Interlayers" dated 06/14/12, expiring on 05/21/16. F. STATEMENTS 1. Statement letters of no financial interest, independence, conformance and complying with FBC 2010, issued by manufacture, dated 12/03/12, signed and sealed by Thomas J. Soto, P. E. 2. Laboratory addendum letter for Test Reports No.'s HETI-11 3269, HETI-11-3270, HETI-11-3271, HETI-11 3272,HETI-11 3274, HETI-11 3275, HETI-11-3291, HETI-11-3292, HETI-11-3307, HETI-11-3313, HETI-11-3314, HETI-11-3329, HETI-11-3330, HETI-12-4040, HETI-12-4041, HETI-12-4051, HETI-12-4052, HETI-12-4053 , HETI-12-4054, HETI-12-4064 and HETI-12-4065, dated 01/15/13, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. 3. Laboratory compliance letters for Test Reports No.'s HETI-11 3269, dazed 05/16/11, HETI-11-3270, dated 05/16/11, HETI-11-3271, dated 10/20/11, HETI-11-3272, dated 10/20/11, HETI-11-3274, dazed 10/20/11, HETI-113275, dazed 10/20/11, HETI-11-3291, dazed 07/15/11, HETI-11-3292, dated 10/20/11, HETI-11-3307, dated 10/03/11, HETI-11-3313, dated 10/20/11, HETI-11-3314, dated 10/20/11, HETI-11-3329, dated 01/16/12, HETI-11-3330, dated 01/16/12, HETI-12-0040, dated 10/12/12, HETI-12-4041, dated 10/12/12, HETI-124051, dated 06/13/12, HETI-12-4052, dated 07/10/12, HETI-12-4053, dated 09/24/12, HETI-12-4054, dated 09/24/12, HETI-12-4064, dated 09/24/12, and HETI-12-4065, dated 09/24/12, all issued by Hurricane Engineering & Testing, Inc., all signed and sealed by Rafael E. Droz--Seda, P. E. 4. Proposal issued by Product Control, dated 03/13/08, signed by Ishaq Chanda, P. E. Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 12-1204.12 Expiration Date: February 13, 2018 Approval Date: January 31, 2013 E-3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (coNTEwED) 5. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3078, dated 01/10/02, signed and sealed by Luis Figueredo, P.E. (Submitted under previous NOA No. 02-1126.04) 6. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3525 and FTL-3572, dated 09/09/02, both signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 02-1126.04) 7. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3424, dated 04/18/02, FTL-3425, dated 04/29/02, FTL-3426, dated 04/26/02, FTI. -3492, dated 06/20/02, FTL-3493, dated 06/24/02 and FTL-3516, dated 07/12/02, all signed and sealed by James G. Worth, P. E. (Submitted under previous NOA No. 02-1126.04) G. OTHERS 1. Notice of Acceptance No. 12-0127.06, issued to Lawson Industries, Inc. for their Series "SGD-9200 Aluminum Sliding Glass Door - L.M.I ". approved on 04/12/12 and expiring on 06/13/13. 2. Notice of Acceptance No. 12-0127.24, issued to Lawson Industries, Inc. for their Series "SGD-9200 Aluminum Sliding Glass Door - L.M.L", approved on 04/12/12 and expiring on 02/13/13. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 12-1204.12 Expiration Date: February 13, 2018 Approval Date: January 31, 2013 E-4 35- JUS! 12 2014 MIAMI• MIAMI DADE COUNTY M BY:_ _ PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTWG, E T, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE -""A www.mlamidaae.gnv/y§Ka/ Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE.- This COPE: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. DESCRIPTION: Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.I. APPROVAL DOCUMENT: Drawing No. LAW-ML-1001, titled "Aluminum Tube-Mullions" Sheets 1 through 10 of 10, dated 04/27/10 with revision A dated 01/25/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E., bearing the Migmi-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING:.Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida,. and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 10-0610.02 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. NOA No. 12-01-27.07 Expiration Date: May 30, 2017 Approval Date: March 29, 2012 j Page 1 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. LAW -ML -1001, titled "Aluminum Tube Mullions" Sheets 1 through 10 of 10, dated 04/27/10 with revision A dated 01/25/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked -up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1714, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA# 03-0225.07) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1716, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA# 03-0225.07) 3. Tensile Test report on 0.10" thick wall aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-024071, dated 09/16/02, tested per ASTM E8, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA# 03-0225.07) 4. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90" span mullion and a 45" high fixed window on top, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1383, dated 2/13/96, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA# 02-0501.05) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1718, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA# 03-0225.06) Manue-Pere Product Control Exaz er . NOA No. 12-0127.07 Expiration Date: May 30, 2017 Approval Date: March 29, 2012 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS IcoNnNuEnl 6. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc.; Test Report No. HETI-02-1717, dated 8/27/02, signed and sealed by Rafael E. Droz-Sella, P.E. (Submitted under NDA# 03-0225.06) 7. Test report on: 1) Uniform Static Air Pressure Tess, Loading per FBC, TAS 20294 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1376, dated 1/31/96, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA# 03-0225.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 05/17/10 and updated on 01/25/12, prepared, signed and sealed by Thomas J. Sotos, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. 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 20, 2010, signed and sealed by Thomas J. Sotos, P.E. G. OTHERS 1. Notice of Acceptance No. 10-0610.02, issued to Lawson Industries, Inc. for their Clipped Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.I., approved on 10/06/10 and expiring on 05/30/12. op ManuelP z; P.E. Product Control iner NOA No. 12-0127.07 Expiration Date: May 30,207 Approval Date: Mareti 29, 2012 E-2 ©-A 0@ C D %/ .. / w us s� G "1 4 UJ B B1 ©-A 0@ NOTE: ox I XO i REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al. B, & Bl" REFER TO SHEET 03 3) FOR HORIZONTAL CROSS-SECTION DETAILS "C, D. & E" REFER TO SHEET #4 4) REFER TO SHEET 6 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. 00 B B1 w us s� NOTE: ox I XO i REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al. B, & Bl" REFER TO SHEET 03 3) FOR HORIZONTAL CROSS-SECTION DETAILS "C, D. & E" REFER TO SHEET #4 4) REFER TO SHEET 6 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. 00 QJ XOX -Equal Me 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, At, B. & B1" REFER TO SHEET #3 3) FOR HORIZONTAL CROSS-SECTION DETAILS 70, • & - E" REFER TO SHEET #5 4) REFER TO SHEET 8 OF I0 FOR DESIGN LOAD CHARTS AND NOTES. 0@ two** w us s� G "1 4 UJ E� D $9 QJ XOX -Equal Me 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, At, B. & B1" REFER TO SHEET #3 3) FOR HORIZONTAL CROSS-SECTION DETAILS 70, • & - E" REFER TO SHEET #5 4) REFER TO SHEET 8 OF I0 FOR DESIGN LOAD CHARTS AND NOTES. 0@ O NOTES: X - Un -Equal Lite (1/4-1/2-i/4� 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS -A, Al, B. & Bl" REFER TO SHEET #3 3) FOR HORIZONTAL CROSS-SECTION DETAILS 'b, & E" REFER TO SHEET #5 4) REFER TO ,SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. SERIES -8700 HORIZONTAL SLIDING IMPACT WINDOW APPROVED ELEVATIONS General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-02. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 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 (O.C.), AND AS TABULATED ON SHEETS 6, 7, or 8. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEETS #6, 7, or 8), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETS #6, 7 or 8). 6.) WINDOWS WITH GLASS TYPES "A. C, OR G" INSTALLED ABOVE 30FT. IN THE HVHZ. THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. 8.) SEE SHEET 9 FOR GLASS TYPES. 9.) SEE SHEET 6 FOR DESIGN PRESSURES ON "XO or OX" WINDOWS. 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL -LITE "XOX" WINDOWS. 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN -EQUAL LITE "XOX" WINDOWS. 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. 13.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #3. 4 & 5 FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2007 FBC CHAPTER 24 SECTION 11.3.3.3. 15.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 16.) SEE SHEET # 5 FOR MULLION/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. 17.E MULLING HORIZONTAL. SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED WINDOWS USING A M1AM1-DADS COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 18.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2010 FLORIDA BLDG. CODE. PRODUCT REVISED as complying with the Florida Building Code Acceptaa00 No 2 . S*iration Dat+ e /7 B Miami ads IKoduot Cm*v 4 0 to ; 02 to M i F ua in -C 0 a itmo .� 3 '1` M z� o Z W 2 ao 2 n. � I w k Q, o o t�h z 0 i.9 I Z z a a z d d '`1 F apo N � o a > V x a w a LO I � x � two** w us s� G "1 4 UJ E� D B B1 O NOTES: X - Un -Equal Lite (1/4-1/2-i/4� 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS -A, Al, B. & Bl" REFER TO SHEET #3 3) FOR HORIZONTAL CROSS-SECTION DETAILS 'b, & E" REFER TO SHEET #5 4) REFER TO ,SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. SERIES -8700 HORIZONTAL SLIDING IMPACT WINDOW APPROVED ELEVATIONS General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-02. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 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 (O.C.), AND AS TABULATED ON SHEETS 6, 7, or 8. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEETS #6, 7, or 8), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETS #6, 7 or 8). 6.) WINDOWS WITH GLASS TYPES "A. C, OR G" INSTALLED ABOVE 30FT. IN THE HVHZ. THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. 8.) SEE SHEET 9 FOR GLASS TYPES. 9.) SEE SHEET 6 FOR DESIGN PRESSURES ON "XO or OX" WINDOWS. 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL -LITE "XOX" WINDOWS. 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN -EQUAL LITE "XOX" WINDOWS. 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. 13.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #3. 4 & 5 FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2007 FBC CHAPTER 24 SECTION 11.3.3.3. 15.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 16.) SEE SHEET # 5 FOR MULLION/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. 17.E MULLING HORIZONTAL. SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED WINDOWS USING A M1AM1-DADS COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 18.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2010 FLORIDA BLDG. CODE. PRODUCT REVISED as complying with the Florida Building Code Acceptaa00 No 2 . S*iration Dat+ e /7 B Miami ads IKoduot Cm*v 4 0 to ; 02 to M i F ua in -C 0 a itmo .� 3 '1` M z� o Z W 2 ao 2 n. � I w k Q, o o t�h z 0 i.9 I Z z a a z d d '`1 F apo N � o a > V x a w a LO I � x � I two** w us s� G "1 4 UJ I TEST UNIT SIZE: 111" X 63" $c INSTALLATION FASTENERS (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 701 (B) 10 AT EA. FRAME SILL (14 AT FRAME SILL IF DP ABOVE 70.0) (C) S AT EA. FRAME JAMB • SEE GENERAL NOTE #3 & #4. aa— 85 3/8' OVERALL. FRAME WIDTH- 84 IDTH-84 3/8' INTERIOR FRAME WIDTH - 7V0 ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS WITH C4ITTOTTAL) ROVE 4• �" ; (MAX. 5' TEST UNIT SIZE: 74" X 83" INSTALLATION FASTENERS (A) B AT FRAME HEAD (8 AT FRAME HEAD IF DP ABOVE 70.( (B) 8 AT EA. FRAME SILL (8 AT FRAME SILL IF DP ABOVE 70.0) (C) 5 AT EA. FRAME JAMB •SEE GENERAL NOTE /3 & #4. dLL CANA&) 13 114' O.C. s �o n 13 114. O.C. L. A dth ZM V / Q MatD.L.O. Wi-Max.] Y uj X 14 !/4• , 438 W Ld NMI oc Ld V J J 13 114. O.C. F 13 1/4• E; �' n i to r-+- / 1'/�-'I - 13 1/4' O.C. -OC I v O 11 B B1 •—�i TEST UNIT SIZE: 74" X 83" INSTALLATION FASTENERS (A) B AT FRAME HEAD (8 AT FRAME HEAD IF DP ABOVE 70.( (B) 8 AT EA. FRAME SILL (8 AT FRAME SILL IF DP ABOVE 70.0) (C) 5 AT EA. FRAME JAMB •SEE GENERAL NOTE /3 & #4. dLL CANA&) 13 114' O.C. ANCHOR NOTESi I I ` 1 1 1 F 1 4- I !. SAME ANCHOR SPACING AT HEAD &SILL EXT. &INT. ggFALSEIEOLOMNIAL Z. TWO ADDITIONAL ANCHORS REQUIRED W/NSILICOONNE APNPDi.AaERuDE AT MEETING RAILS FOR UNITS WITH AVAILABLE AS OPTIONAL. DP ABOVE +70PSF / - 75PSF (4 TDTALI "XOX" WINDOW EQUAL LITE 'VERTICAL CROSS-SECTION DETAILS 'A, Al, B. b Bl' AT SHEET 03 TEST UNIT SIZE: 111" X 63" 2• SEE HORIZONTAL CROSS-SECTION DETAILS 'C. D, & E• AT SHEET B5 INSTALLATION FASTENERS 111' OVERALL FRAME WIDTH (A) 10 AT FRAME HEAD 110' INTERIOR FRAME WIDTH (I4 AT FRAME HEAD 1F DP ABOVE 70.0} TWO ADDITIONAL ANCHORS (B) 10 AT EA. FRAME SILLQUIRED AT MEETING RAILS (14 AT FRAME SILL IF DP ABOVE 70.0) Al/Q FOR UNITS WITH DP ABOVE 5, (C) 6 AT F.A.� A. FRAME JAMB +/- 70PSF (a TOTAL) � � NSA *SEE GENERAL NOTE #3 & /4. , = 24 3/8, 33 �n ' tj to �/i m D CK a W > i' h M �> = "Q ANCHOR NOTESs XXTT pp SSEE' CC ppLL L SAME ANCHOR SPACING AT READ & SILL APPLIEDI W/SILAWE AND IAREAVAILABINS LE 2. TWO ADDITIONAL ANCHORS REQUIRED AT AS OPTIONAL. ABOVE MEETING RAILS /OR SPTS SF <4I TOTAL) "XOX" WINDOW -- UN—EQUAL LITE 1. SEE VERTICAL CROSS-SECTION DETAILS 'A. Al, B, & B!• AT SHEET 03 2. SEE HORIZONTAL CROSS-SECTION DETAILS •C, D. & E' AT SHEET 03 TYPICAL AT CORNERS) 13 1/4' O.C. Q 74' OVERALL FRAME WIDTH 73' INTERIOR FRAME WIDTH 4 s �o n 13 114. O.C. -4 ZM V / Q Y uj X 14 !/4• D.C. W Ld oc Ld V J J 13 114. O.C. F 13 1/4• ILC - 13 1/4' O.C. -OC ANCHOR NOTESi I I ` 1 1 1 F 1 4- I !. SAME ANCHOR SPACING AT HEAD &SILL EXT. &INT. ggFALSEIEOLOMNIAL Z. TWO ADDITIONAL ANCHORS REQUIRED W/NSILICOONNE APNPDi.AaERuDE AT MEETING RAILS FOR UNITS WITH AVAILABLE AS OPTIONAL. DP ABOVE +70PSF / - 75PSF (4 TDTALI "XOX" WINDOW EQUAL LITE 'VERTICAL CROSS-SECTION DETAILS 'A, Al, B. b Bl' AT SHEET 03 TEST UNIT SIZE: 111" X 63" 2• SEE HORIZONTAL CROSS-SECTION DETAILS 'C. D, & E• AT SHEET B5 INSTALLATION FASTENERS 111' OVERALL FRAME WIDTH (A) 10 AT FRAME HEAD 110' INTERIOR FRAME WIDTH (I4 AT FRAME HEAD 1F DP ABOVE 70.0} TWO ADDITIONAL ANCHORS (B) 10 AT EA. FRAME SILLQUIRED AT MEETING RAILS (14 AT FRAME SILL IF DP ABOVE 70.0) Al/Q FOR UNITS WITH DP ABOVE 5, (C) 6 AT F.A.� A. FRAME JAMB +/- 70PSF (a TOTAL) � � NSA *SEE GENERAL NOTE #3 & /4. , = 24 3/8, 33 �n ' tj to �/i m D CK a W > i' h M �> = "Q ANCHOR NOTESs XXTT pp SSEE' CC ppLL L SAME ANCHOR SPACING AT READ & SILL APPLIEDI W/SILAWE AND IAREAVAILABINS LE 2. TWO ADDITIONAL ANCHORS REQUIRED AT AS OPTIONAL. ABOVE MEETING RAILS /OR SPTS SF <4I TOTAL) "XOX" WINDOW -- UN—EQUAL LITE 1. SEE VERTICAL CROSS-SECTION DETAILS 'A. Al, B, & B!• AT SHEET 03 2. SEE HORIZONTAL CROSS-SECTION DETAILS •C, D. & E' AT SHEET 03 TYPICAL AT CORNERS) 13 1/4' O.C. Q 74' OVERALL FRAME WIDTH 73' INTERIOR FRAME WIDTH 4 5• ALL CORNAT ERS) s �o n 13 114. O.C. V / Q CL> a B B1 12 1/4' 5• ALL CORNAT ERS) s ANCEM NOTESt � 1. SAME ANCHOR SPACING AT HEAD & SIL ` / EXT. & INT.L ALSE CD-UNIAL 2. TWO ADDITIONAL ANCHORS REQUIRED —�.—J MUNiIND V/ AT MEETING RAILS FOR UNITS WITH W/ SILS AR APPLIED AND ARE DP ABOVE +/- 7DPSF (4 TOTAL) AVAILABLE AS OPTIONAL. "XO" WINDOW EQUAL LITE NOTESs ( "OX" REVERSED ) I. SEE VERTICAL CROSS-SECTION DETAILS •A. Al. B. 6 B1• AT SHEET N3 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D. 6 E' AT SHEET B4 SERIES -5700 HORIZONTAL SLIDING WINDOW FLANGE FRAME ELEVATIONS-- L.M.I. PRODUCT REVISED as complying with the Fwds Building Code Aecepp2W Nd Ixxpfelltian Date f 7 By Miami a Prc& t C�tpro I m 0 0 4 K z 0In 4 000 s a U � z� O H a H .7: A H 0 A z U a 0 L;r1 94 z EQ� z O w A 02 a p _ CO CD 1 x 0 0 w pO O d 4 0E Lo 4f 13 114. O.C. 12 1/4' O.C. oc I _____=i6==0 13 1/4• ILC - 13 1.14 -OC s ANCEM NOTESt � 1. SAME ANCHOR SPACING AT HEAD & SIL ` / EXT. & INT.L ALSE CD-UNIAL 2. TWO ADDITIONAL ANCHORS REQUIRED —�.—J MUNiIND V/ AT MEETING RAILS FOR UNITS WITH W/ SILS AR APPLIED AND ARE DP ABOVE +/- 7DPSF (4 TOTAL) AVAILABLE AS OPTIONAL. "XO" WINDOW EQUAL LITE NOTESs ( "OX" REVERSED ) I. SEE VERTICAL CROSS-SECTION DETAILS •A. Al. B. 6 B1• AT SHEET N3 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D. 6 E' AT SHEET B4 SERIES -5700 HORIZONTAL SLIDING WINDOW FLANGE FRAME ELEVATIONS-- L.M.I. PRODUCT REVISED as complying with the Fwds Building Code Aecepp2W Nd Ixxpfelltian Date f 7 By Miami a Prc& t C�tpro I m 0 0 4 K z 0In 4 000 s a U � z� O H a H .7: A H 0 A z U a 0 L;r1 94 z EQ� z O w A 02 a p _ CO CD 1 x 0 0 w pO O d 4 0E Lo 4f 1/4' TAPCON W/ 1 1/4• MIN. EMBEDMENT INTO CONC. � (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) 1 1/8' MIN. s► ° EXTERIOR GRADE --J PERIMETER CAULKING x � L9 u W W x x O EXTERIOR EXTERIOR GRADE--- PERIMETER CAULKI 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. : •o :° A EMBEDMENT 4.- 4 .'4 °• ate•; �v :... 1/4' MAX. SHIM SPACE (TYP.) '•'•,;;:..air ^ yam" 4 ° 4.-1 1/4' MIN EMBEDMENT CLEAR SILICONE ADHESIVE BEDDING COMPOUND INTERIOR INATED GLASS 1/4,• MAX. SHIM SPACi (TYP.) 44 4. cTi irrn n.vrm UOTAN I ATu uAn rn Tn EXT. GRADE PERIMETER--/ CAULKING NOT BY 'LAWSON INDUSTRIES% TO BE APPLIED BY OTHERS (TYP.) ALTERNATE DETAIL 014 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) 1/4• MAX. HIM SPACE (TYP.) INTERIOR WOOD FRAME INSTALLATION DETAIL WINDOW__ INSTALLATION—NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. 20 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE SILL RISER -• OPTIONAL BY WINDOW INSTALLER (TYP.) APPLIED WITH SILICONE 2• THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO SEE DP CHARTS ON BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK SHEETS #4, #S, & #6. BY OTHERS (TYP.) • WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. OPTIONAL SILL INSTALLATION DETAIL AT "XO or OX" NCHORS NOTE: ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) PRODUCT REVISED as complying with the Fiarida Buildit-Code Acceptanoe No ! Expiration Date BY ! e eon 4 g W f tij 0 Q o r� ow V c o cn M >C V W 4 y x O «- x e 0 ti a c Goo2tL z c a N A4 c N � O � V �W a O v x z 2X WOOD BUCKS - BY OTHERS (TYP.) INTERIOR Fit (BY OTHERS) 1114 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET B2 FOR MAX. FASTENER SPACING) 1' MIN. EDGE EXTERIOR WALL FINISH --J i0 BY OTHERS (TYP.) STUCCO OVER METAL LATH NAILED TO - EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. CEXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES. INC. 1. ALL WOOD BUCKS ENGINEERED SEPARATELY ;a & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON C INDUSTRIES) MUST SUSTAIN LOADS IMPOSED o A �a BY THE GLAZING SYSTEM 0 q �•'V�"•r•'•+ .PT. WOOD BUCKS 4 m o ,'- `� 21 23 LAMINATED GLASS '" �' C, to a •y i•! ... �'• Oar. q I]. �, , 33O 4. p • ++• 1/4• MAX. SILICONE ADHESIVE 1/4' MAX. '^ b° ii M SHIM PACE BEDDING COMPOUND SHIM SPACE •;; _(TYY.I'. b � g W � "•'' INTERIOR CTYP.) .` z a s" 7 17 34 3 •,�,'.' O� x p Ya 27 ° ' 1/4' TAPCON W/ 1 1/4' A MIN MIN. EMBEDMENT INTO CONC. a t3 +LENT - _ _ELEVATION AT SHEET q2 49 FOR MAX. FASTENER SPACING) 14=- -___- 12 ;x b p O Ix 0 s' a - U 1 1/4' MIN. z S ,,ttttt 17 8 11 - _ - - = _ - _ - = EMBEDMENT O J — - -- -- =-_=- a a 3'ti'fib3 ------ ----- - -----• -------- - - - - - v �" ,� - - - - - a 1 1/8' MIN W. EDGE DISTANCE w QEXTERIOR 18 1 D 11 �: v' :` H (r % 4 EXT. GRADE • air CAULK EXT. GRADE PERIMETER CAULKING NOT BY 'LAWSON INDUSTRIES', 14 TO BE APPLIED BY OTHERS 73' MAX. ~ CTYP.) WINDOW FRAME BUCK WIDTH-._._._._._._._._.-._._.-.-._._._._._._._._............. LOCK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. 74' MAX. —WINDOW FRAME FLANGE WIDTH - '10" 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 WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) ' WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE t#12 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH'A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) M d a0 $O .0 � z z aeoefrrot PRODUCTREVISED M:�,? as complying with the FiaddaBuilding Com — OAcccp: oe No6xpimtion Date 17Bl t�! of lost % r4 — F# 12 X 1 3/4' S.M.S. 1 1/4' MIN. WOOD EMBED (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) 1/4• MAX. HIM SPACE (TYP.) 1/4' EXT. GRADE O CAULK E CLEAR SILICONE ADHESIVE 34 BEDDING COMPOUND WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYPJ • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) LAMINATED GLASS WINDOW FRAME BUCK W EXTERIOR WINDOW FRAME FLANGE WIDTH "XOX" WINDOW EQUAL AND UN -EQUAL LITE s ,.d • r ------- EDGE DISTANCE EXT GRADE CAULK i a; T,' , PRODUCT REVISED ss complying with the Fhafft Building Code Acceptenoe No 6xvintion Date By "ie►nI de Product' id I - i;:;• PT. WOOD BUCKS '•w L°w•`r d' 1/4' MAX SHIM SPACE m I (TYP.) a • 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. .(SEE ELEVATION AT SHEET #2 0 z FOR MAX. FASTENER SPACING) IX d• ' •4. r r s ,.d • r ------- EDGE DISTANCE EXT GRADE CAULK i a; T,' , PRODUCT REVISED ss complying with the Fhafft Building Code Acceptenoe No 6xvintion Date By "ie►nI de Product' id I - r m I 0 z Notes ft 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES -A, B. C. & D-) 3.) SILL WITH RISER ADAPTER ARE. FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES -E. & F-) AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES -A. C, OR G- INSTALLED ABOVE SOFT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. DESIGN LOAD 0 . , .. 4`= o z 0 o VI v gg m �a�yy ��©© oma. • i • i . 1 �i�/' 1 i , 1 1 1 ri 1 1 :i i :t, :11 :1, `— ��©� s a .� o P im . rAz o �Qz z 0 ap�od w o � � o z �, o 0 .1 �©0 . ! :•. ,- . i . / 1 / � 1 1 1 1 1 1 :1 / :1 1 : 1 1 ■ : 1 1 • / . 1 . 1 . . 1 I i , 1 1 , ! 1 i l :1 1 :1 1 :, ! :1 1 �®�a`r�©� �ii�: W ©� 0 Q 1 i • / . • 1 1 i 1 1 r , 1 / 1 : 1 1 : i f : f 1 : 1 1 a CD ,a Willow ��Wllxl •1 ' �� • i . , . i ' , �i / 1,, 11 ■ 41 :11 :11 :11 :11 �0�� . 1 . i • 1 ' . 1 , 1 1 �/� 1 1 I f :1 4 :1 1 :4 i :1 1 r�: ii��.•i�� • ! • ! . f � . f / f ! f'4 4 i 1 , / :i , :! i ■ :/ 1 :i t • 4 �� •. 1 • 1 . 1. • 1' i 1 �� / 1 i t 1 1 : 1 1 : 1/ : i, : 1 1 •1 •1 ©� . 1 .» ! . r'�"r t 1 1 4 1 1 1 ! 1 :1 ! :1 1 :! ! :! 1 Li'l# 0 ©� • , • 4 . / r . ! �/'� i f 1 , t ! : t , : i , : 1 i : 1 1 �i • ! . 4 . i . i 1, 41 f/ ■ ,/ :!4 :1i :ff :1i 111119Ma00 ��i��....��©� MMU 111IL-II&M 11K.: NEE= ;61 :1 1 ® 1• ©0 1 . 1 . 1 �, ! 1 1 1 1 f 1 , 1 : 1 1 :1 ! :1 1 : I t ® 1 ©� 1 1 1 �� 1 1 1 1 ■ 1/ / 1 :! 1 :1 1 :1 / :1 1 ® 1• ©0 . 1 1 1 `»� 1 1 I t 1 1 1 1 . 1 1 • 1 1 ��©�� • 1 • 1 • 1 �»�� i 1 1 1 1 1 1 1 :1 1 :1 1 : 1! : 1 1 ®�.ia©� • 1 . , . 1 �� 1 1 1 f , 1 4 f : 1 1 :1 ! � : 1 1 : 1, ®�©0 • 1 • 1 • 1 �:� 1 1 1 4 , f 1 1 : 1 1 : f l : 1 1 : 1 1 �ii��l'a© • 1 • 1 . / �• 1 i t ■ t 1 ■ t l 1 1■ :1 1 :1 1 :1 1No DO 1111 ®�� • 1 • 1Now. 1 I Notes ft 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES -A, B. C. & D-) 3.) SILL WITH RISER ADAPTER ARE. FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES -E. & F-) AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES -A. C, OR G- INSTALLED ABOVE SOFT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. sx as complying wltl� they uilding Code Acceptance No 20 SILL RISER -OPTIONAL Expiration Date t 1 APPLIED WITH SILICONE FOR DP ABOVE +70.0 PSF (+80.0 DP MAX.> x4 4`= sx as complying wltl� they uilding Code Acceptance No 20 SILL RISER -OPTIONAL Expiration Date t 1 APPLIED WITH SILICONE FOR DP ABOVE +70.0 PSF (+80.0 DP MAX.> x4 o z 0 o VI v m �a�yy oma. u � So - roe �� " o m jo s a .� o P im . rAz o �Qz z 0 ap�od w o � � o z �, o 0 a zC*41) �z� 10 o N g � , W 04x 0 Q z13. a o a CD ,a VI v m �a�yy oma. u � w q r �e�0�{11/ 11tt1tt1��'P�h,,O d� ooQ��+fv� ®O� •e� .00 o• � 'dd .� o P im . rr%KivEr. 0t4 -.r_ j v Damn I W n ut s 1 Wass Type --8" r Zl 1 G lass - lI.DTH I HEIGHT I Anchors i Anchors + psf - Dsf + Dsi 60 24 1 3 7 80.0 80.0 80.0 72 24 3 7 80.0 80.0 80.0 84 96 24 24 3 3 8 10 80.0 80.0 80.0 80.0 80.0 80.0 108 24 3 11 80.0 80.0 80.0 60 36 3 7 80.0 80.0 80.0 72 36 3 7 80.0 80.0 80.0 84 96 36 36 3 3 8 10 70.0 70.0 75.0 75.0 70.0 70.0 108 36 3 11 ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON 52.0 60 48 1 4 7 70.0 75.0 70.0 72 48 1 4 7 70.0 75.0 70.0 84 48 4 8 - - 52.0 96 108 48 48 4 4 10 11man - - - 52.0 52.0 60 72 84 60 60 60 5 5 5 7 7- 8 52.0 52.0 52.0 96 60 5 10 52.0 108 74 74 74 74 60 26 38.375 50.625 58 5 3 3 4 5 11 7 7 7 7 . 70.0 80.0 80.0 75.0 52.0 80.0 80.0 70.0 74 63 5 7 - - 52.0 52.0 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 - - 52.0 106.25 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 52.0 111 38.375 4 11 - - 52.0 111 50.625 4 11 52.0 111 58 5 11 52.0 111 63 5 11 52.0 Notes * , 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES -A. B. C. & D-) 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E. & F-) AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES -A, C, OR G- INSTALLED ABOVE 30FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 75.0 52.0 75 0 75.0 :m t ME 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 i2.0 i2.0 i2.0 lass +01 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 6_ 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 6. +/- Pressures (ps •` "D" * 2 'Glass Ty e E" * 3 Glass Ty e "F" * 3 Glass T e "G" * 2 0 - sf + psf - sf + DO - Dsf + Dsf - sf „a o q z .. 75.0 65.0 75.0 52.0 52.0 65.0 75.0 M o 75.0 65.0 75.0 52.0 52.0 65.0 75.0 M I - a 75.0 65.0 75.0 52.0 52.0 65.0 75.0 '^ o o v 6 o 75.0 65.0 75.0 52.0 52.0 65.0 75.0 0 c i 75.0 65.0 75.0 52.0 52.0 65.0 75.0 � W x 75.0 65.0 75.0 52.0 52.0 65.0 75.0 z > o c �- 75.0 65.0 75.0 52.0 52.0 65.0 75.0 0 o Z z z 75.0 65.0 75.0 52.0 52.0 65.0 75.0 2 4 o 75.0 65.0 75.0 52.0 52.0 65.0 75.0w o 0 75.0 65.0 75.0 52.0 52..0 65.0 75.0 z c 75.0 65. 75.0 52.0 52.0 65.0 75.09 75.0 65. 75.0 52.0 52.0 65.0 75.0 � 00 75.0 65. 75.0 52.0 52.0 65.0 75.0 75.0 6510 75.0 52.0 52.0 65.0 75.0U 75.0 6$.0 75.0 52.0 52.0 65.0 75.0 Z Z Z 75.0 W.0 75.0 52.0 52.0 65.0 75.0 cp 0 75.0 5.0 75.0 52.0 52.0 65.0 75.0 o a a 75.0 65.0 75.0 52.0 52.0 65.0 75.0 W a x 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ~ 75.0 65.0 75.0 52.0 52.0 65.0 75.0 h 75.0 65.0 75.0 52.0 52.0 65.0 75.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 75.0 65,0 75.0 52.0 52.0 65.0 75.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 x 75.0 65.0 75.0 52.0 52.0 65.0 75.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 75. 65.0 75.0 52.0 52.0 65.0 75.0 8 N 75.0 65.0 75.0 52.0 52.0 65.0 75.0 1� 7)5.0 65.0 75.0 52.0 52.0 65.0 5.0 65`.0 7 75.0 65.0 75 75.0 65.0 75 75.0 75.0 65.0 65.0 75 75 75.0 65.0 75 75.0 65.0 75 75.0 75.0 65.0 65.0 1 75 75 75.0 65.0 1 75 75.0 65.0 1 75 5.0 52.0 52.0 65.0 75.0 .0 52.0 52.0 65.0 75.0 .0 52.0 52.0 65.0 75.0 .0 52.0 52.0 65.0 75.0 .0 52.0 52.0 65.0 75.0 " .0 52.0 52.0 65.0 75.0 Z .0 52.0 52.0 65.0 75.0 V .0 52.0 52.0 65.0 75.0 0 1 52.02.0 65.0 75.0 0 52.0+i52.0 65.0 75.0 .0 1 52.0 52.0 65.0 7 DUCT RBViSED mptying with the FWdR ling code sptartce No 2 �� ration Data 20 SILL RISER - OPTIONAL n DadeArodue o of 1 APPLIED WITH SILICONE f FOR DP ABOVE +70.0 PSF 2 C+80.0 DP MAX.? I U. 0 � o- 5.0 52.0 52.0 65.0 75.0 .0 52.0 52.0 65.0 75.0 .0 52.0 52.0 65.0 75.0 .0 52.0 52.0 65.0 75.0 .0 52.0 52.0 65.0 75.0 " .0 52.0 52.0 65.0 75.0 Z .0 52.0 52.0 65.0 75.0 V .0 52.0 52.0 65.0 75.0 0 1 52.02.0 65.0 75.0 0 52.0+i52.0 65.0 75.0 .0 1 52.0 52.0 65.0 7 DUCT RBViSED mptying with the FWdR ling code sptartce No 2 �� ration Data 20 SILL RISER - OPTIONAL n DadeArodue o of 1 APPLIED WITH SILICONE f FOR DP ABOVE +70.0 PSF 2 C+80.0 DP MAX.? I U. 0 .0 1 52.0 52.0 65.0 7 DUCT RBViSED mptying with the FWdR ling code sptartce No 2 �� ration Data 20 SILL RISER - OPTIONAL n DadeArodue o of 1 APPLIED WITH SILICONE f FOR DP ABOVE +70.0 PSF 2 C+80.0 DP MAX.? I U. 0 FRAME SIZE WIDTH :HEIC 60 24 84 60 72 84 60 72 84 60 72 84 5._ 53.125 53.125 53.125 53.125 74 74 74 74 74 79.5 79.5 79.5 79.5 79.5 84 24 24 U m EM 38.375 50.625 58 63 26 50.625 58 63 26 38.375 50.625 58 63 26 38.375 50.625 58 63 #Jamb #H&S Anchors Anchors 3 7 3 9 E 120 0 0 0 L 0 0 0 0 0 0 0 0 0 0 Glass' + PS 80.0 80.0 80.0 DESIGN LOAD CAPACITY Glass 1 + p!g 80.6 80.0 80.0 70.0 70.0 52.0 52.0 52.0 52.0 52.0 52.0 MI 70.0 52.0 52.0 80.0 52.0 52.0 52.0 80.0 52.0 52.0 52.0 52.0 70.0 52.0 52.0 52.0 52.0 Notes (*1: 1.) SEE SHEET 9 FOR GLAZING TYPES. DETAILS & SILICONE OP'T'IONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A. B. C. & D") 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E. & F") AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES "A. C, OR G" INSTALLED ABOVE 30FT. IN THE HVHZ. THE 1.0. EXTERIOR LITE SHALL BE TEMPERED. "C" C - psl 80.0 80.0 80.0 75.0 75.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 80.0 80.0 75.0 52.0 80.0 52.0 52.0 52.0 80.0 52.0 52.0 52.0 52.0 75.0 52.0 52.0 52.0 Glass 1 + p� 65.0 65.0 65.0 65*.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 �F� - XOX WINDOWS with Eo + / - Pressures (Pso 75.052.0 "D" (* 2)1 Glass Type "E" (" - psf I + psf - psl 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 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 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 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 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 75.0 65.0 75.0 75.0 65.00 52.0 75.0 65.0 0 N 75.0 65.0 75.0 65.0 75.0 65.0 �W 75.0 65.0 75.0 FILE xfx4m Lite Glass' + Pg52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 75.52.0 65.0 75.052.0 75.052.0 a 75.052.0 z 75.052.0 s . 52.0 52.0 xfx4m Lite Glass' + Pg52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 75.52.0 65.0 75.052.0 75.052.0 a 75.052.0 z 75.052.0 s . 52.0 52.0 PRODUCT RB'VISED as complying with the Flt dd* Building Carlo Acceptance No 11-0127-4 - Nal 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 ass i + PS 65.0 65.0 65.0 65.0 65.0 65.0 I RE E "G" (9 - PSI 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0- 75.0 750 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 52,0 65.0 o" %� a c 4 z w s . 52.0 65.0 75.0 � o yQm 65.0 d w o 00: i cap" � z .o 52.0 65.0 75.0 W o Z��+ ° o C9 zcc W 4 a o 52.0 aU)D 75.0 1 x z o 65.0 75.0 5 c9 z f c 52.0 65.0 75.0 a 52.0 65.0 75.0 N 'z- 1 52.0 65.0 75.0 0 N x �W N a 0 � � � o z �e CO i v) " 52,0 65.0 75.0 %� s . 52.0 65.0 75.0 � o 52.0 65.0 75.0 52.0 65.0 75.0 52.0 65.0 75.0 a o 52.0 65.0 75.0 1 x z 52.0 65.0 75.0 4.4 52.0 65.0 75.0 111 52.0 65.0 75.0 1 52.0 65.0 75.0 4t SILL RISER - OPTIONAL APPLIED WITH SILICONE FOR DP ABOVE +70.0 PSf 080.0 DP MAX.) 4( Lt. 0 33 19 ALUMINUM MULLION q A X AD. HILL 0 ,a FIAT HEAD, PHILLIPS. �Y SEE MULLION APPROVALS FOR (SEE ELLNATION AT SHEET #2 C Q 34 MULLION TYPE, SIZE AND MAX. - - 'SILICONE OPTIONS' FOR MAX. FASTENER SPACING AND pp DESIGN PRESSURE LIMITATIONS. DP TABLES FOR QUANTITY) � O = = DOW CORNING 899 (ALUM. 0.078" MIN. THICK) �p y SCHNE£-IMEHEAD 5731 r TRENCO SPECTRUM 2 M &0 E O GLAZING NOTE: THE LOWER PRESSURES OF NIto � U Q AZING DEPTH THE WINDOW OR MULL SHALL GOVERN INTERIOR �^ o v 0, o o it .. q at O m --- __ Z L` v W C Z C3 Z e D - ----------------- ;a Z o Cd m ~ �Q IO` ' 41EXTERIOR GRADE WINDOW FRAME V Q PERIMETER CAULKING iE EXTERIOR U o I @ FRAME MULLING DETAIL Z a Q • _N v� LAMINATED GLASSCOMPOSITION — TYPE F SEE MULLION APPROVALS FOR SIZE AND MAX. �1 O .� ITEM GIASS DESCRIPTION DETAIL LAMINATE DiSCRIPTION DESIGN MULLIONPRESSURE UM TATIONS. � W a ►�+ A 1 U8• ANNEALED GLASS i = = = NOTE: THE LOWER PRESSURES OF "k 2 0.090' PLASTIC WTERLAYER :_ _ _ _ __ -� BUTACITE PVD THE WINDOW OR MULL SHALL GOVERN x_ 3 1/8' ANNEALED GLASS I 094V Br •DI�ONT• 1/4' MAX. j 12 S.D.S. X 1. 1/4- L. 'C t` SHIM (SEE ELEVATION AT SHEET B2 �E `1 I 19 INTERIOR FOR MAX. FASTENER SPACING) W 18 3pq 4 - - - C!� - - 'SILICONE OPTIONS" DOW CORNING 899 M TRENCO SPECTRRUM 2EAD 731 . 33 aTsoD- B GLAZING DEPTH INSULATED LAMINATED GLASS COMPOSITION TYPEA m iti TTBM OLA88 DESCRIPTION UBTAIL LAMINATE DESCRIPTION 1 1/8' ANNEALED GLASS _ _ _ . __•- x 2 OBW PLASTIC INTERLAYER ur SAFLEX PVB PERIMETER WINDOW FRAME NOTE: 3 IAV ANNEALED GLASS "__=== By 'SQL-UTIA' SEALANT 1. ALL STEEL IN CONTACT WITH 4 1/4' INSULATED AIR SPACE EXTERIOR ALUM. TO BE PAINTED OR PLATED. O O S 1/8' ANNEALED GLASS (■) A .. = ` .-. U 2. METAL STRUCTURES: A) STEEL : Fy = 36 KSI MDV. INSULATE LAMINATED GLASS COMPOSITION TYPE C (STEEL 1 e CA. MuV. THICK - 0.048' z° ti z B) ALUMINUM : 6063-T5 MIN. ' ITEM OLA88 DESCRIPTION DBTAIL LAMINATE DESCRIPTION (AWN. 0.078" MIN. THICK) a l 1/8• ANNEALED GLASS _ 1 +6 2 OAA PLASTIC INTERLAYER _-� JJW PVB E 1 METAL STRUCTURE ATTACHMENT DETAIL 3 lAr ANNEALED GLASS - - - _ = By, 'DUPtNIT" LIA JAI 111 4 1/4• INSULATED AIR SPACE A. 'Y S U8• ANNEALED GLASS (X) a34m e,�®0o�0.0 � Hoo • � � �;♦Io0 INSULATEDLAMINATED GLASS COMPOSITION TYPE GA- TTBM CLASS DESCRIPTION DETAIL LAMINATE DSSCRiPTION °y N O A2� 1 1/8' HEAT-STRENGHTENED GLASS _ _ _ _ ttt��llll � ' PRODUCT REVISED 2 0.090• PLASTIC INTERLAYER - ® .Vs' PVB asconVlyh*WilhlhaFlmida Q 3 1/8' HEAT-STRENGHTENED GLASS _ =".r _ '('( BY. 'DUPONT' milail$code e 40 Z 1 " , a f4 4 U4' INSULATED AIR SPACE '�` AemputumNO •j o 5 U8• ANNEALED GLASS (r,) - - = -. a34m E*ph*ion Date ! / O [,°"•° �• �7 000000• (K) WINDOWS WITH GLASS TYPES 'A. C, 13R W INSTALLED ABOVE 3OFT. By R IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. CG �naia»ai ae� 1 a aoeila�ll GLAZING DETAILS ANI2 OPTIMB A LAMINATED GLASS COMPOSIT! —TYPE 8 ITEM OLA88 DESCRIPTION DETAIL LAMINA'T'E DESCRIPTION 1 1/8• ANNEALED GLASS=y_� 2 0.090' PLASTIC INTERLAYER SAFLEX/KEEPSAFE 3 1/8• ANNEALED GLASS �� By, •SOLUTIA• LAMINATED GLASS COMPOSITION — E D li'EM OLAS8 DESCRIPTION DBTAl1. LAMINATE DESCRIPTION HS -8'704 FLANGE FRAME WINDOW BILL OF MATERIALS 1'!`EM � PART � REC,�D. DESCRIPTION REMARKS 1 L -?703 t FRAME HEAR 60b3-76 ALUMINUM 2 L-8701 1 FRAME SILL 6063-76 ALUMINUM 3 L-7701 1 FRAME FXD. JAMB 6063-T6 ALUMINUM 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM S L-7705 1 VENT MEETING RAIL 6063-T6 ALUMINUM 6 L-7707 1 VENT TDP/BOTTOM RAIL 6063-T6 ALUMINUM 7 L-8703 i FRAME VENT JAMB 6063-T6 ALUMINUM B L-7706 1 VENT JAMB LATCH RAIL 6063-T6 ALUMINUM 9 L-8702 1 FRAME SILL TRACK 6063-T5 ALUMINUM 10 L-8705 1 FRAME SILL RETAINING CLIP 6063 -TS ALUMINUM 11 L-7708 AS REQ'D. GLAZING BEAD C 3/8' > 6063 -TS ALUMINUM 12 FS -006 AS REQ'D. FRAME ASSEMBLY SCREWS q8 X 3/4' P.H. PHILLIPS 13 FS -040 AS REOD. INSTALLATION SCREWS q14 SMS F.H./PHIL. 14 L-7531 AS REQ'D. VINYL BULB 1/4' DIA. BULB 83033 15 PWS -003 AS REO'D. FIN SEAL WEATHERSTRIP .187' w x .230' h 16 PWS -005 AS REO�'D. FIN SEAL WEATHERSTRIP .187• w x .350' h 17 PWS -009 AS RE,Q'D. FIN SEAL WEATHERSTRIP .187' w x .310' h 18 L-7711 AS REQ'D. GLAZING BEAD C INSULATED) 6063 -TS ALUMINUM 19 PWS -001 AS REQ'D. PILE (? GLAZING BEAD .187• ,� x .150' h 20 L-8706 AS REO'D. SILL RISER ADAPTER 6063 -TS 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 t x LATCH LATCH SPRING STAINLESS STEEL 24 R 2 SILL/JAMB JOINT GASKET 1/16' CLOSED CELL FOAM 25 FS -041 2 SILL RAIL ASSEMBLY SCREW q8 X 2 1/4• P.H./PHIL. 26.1 HC -044-1 2 WEEP FLAP A BAFFLE x 26.2 HC- 1 X WEEP (]PEN CELL FOAM PAD 1/2' x 1/2' X 2' L. 27 HC -040-1 2 SASH ROLLER & HOUSING : 28 HC -026-1 1 SCREEN FRAME &MESH ■ 29 • 1 ATTACHMENT SCREW @CLIP q8 X 5/8• S.D.S. 30 HC -058-1 2 VENT SWEEP LATCH MOLDED NYLON 31 HC -059-1 2 VENT SWEEP LATCH DIE CAST METAL 32 L-8830 X Anchor FRAME SILL ANCHOR CLIP 6063 -TS ALUMINUM 33 r 2 LAMINATED GLASS See Detaus B L.H. of sheet 9 34 IR AS REO'D. GLAZING SILICONE See Details 2 L.H. of sheet 9 3S QPTI[INAi. AS REQ'D. COLONIAL FALSE MUNTIN ALUMINUM 36 SM -5504 AS REG -D. JOINT SEALANT >. 37 ■ AS REO'D. PERIMETER ACRYLIC CAULK OSI PIILYSEAMSEAL 33 19 ALUMINUM MULLION q A X AD. HILL 0 ,a FIAT HEAD, PHILLIPS. �Y SEE MULLION APPROVALS FOR (SEE ELLNATION AT SHEET #2 C Q 34 MULLION TYPE, SIZE AND MAX. - - 'SILICONE OPTIONS' FOR MAX. FASTENER SPACING AND pp DESIGN PRESSURE LIMITATIONS. DP TABLES FOR QUANTITY) � O = = DOW CORNING 899 (ALUM. 0.078" MIN. THICK) �p y SCHNE£-IMEHEAD 5731 r TRENCO SPECTRUM 2 M &0 E O GLAZING NOTE: THE LOWER PRESSURES OF NIto � U Q AZING DEPTH THE WINDOW OR MULL SHALL GOVERN INTERIOR �^ o v 0, o o it .. q at O m --- __ Z L` v W C Z C3 Z e D - ----------------- ;a Z o Cd m ~ �Q IO` ' 41EXTERIOR GRADE WINDOW FRAME V Q PERIMETER CAULKING iE EXTERIOR U o I @ FRAME MULLING DETAIL Z a Q • _N v� LAMINATED GLASSCOMPOSITION — TYPE F SEE MULLION APPROVALS FOR SIZE AND MAX. �1 O .� ITEM GIASS DESCRIPTION DETAIL LAMINATE DiSCRIPTION DESIGN MULLIONPRESSURE UM TATIONS. � W a ►�+ A 1 U8• ANNEALED GLASS i = = = NOTE: THE LOWER PRESSURES OF "k 2 0.090' PLASTIC WTERLAYER :_ _ _ _ __ -� BUTACITE PVD THE WINDOW OR MULL SHALL GOVERN x_ 3 1/8' ANNEALED GLASS I 094V Br •DI�ONT• 1/4' MAX. j 12 S.D.S. X 1. 1/4- L. 'C t` SHIM (SEE ELEVATION AT SHEET B2 �E `1 I 19 INTERIOR FOR MAX. FASTENER SPACING) W 18 3pq 4 - - - C!� - - 'SILICONE OPTIONS" DOW CORNING 899 M TRENCO SPECTRRUM 2EAD 731 . 33 aTsoD- B GLAZING DEPTH INSULATED LAMINATED GLASS COMPOSITION TYPEA m iti TTBM OLA88 DESCRIPTION UBTAIL LAMINATE DESCRIPTION 1 1/8' ANNEALED GLASS _ _ _ . __•- x 2 OBW PLASTIC INTERLAYER ur SAFLEX PVB PERIMETER WINDOW FRAME NOTE: 3 IAV ANNEALED GLASS "__=== By 'SQL-UTIA' SEALANT 1. ALL STEEL IN CONTACT WITH 4 1/4' INSULATED AIR SPACE EXTERIOR ALUM. TO BE PAINTED OR PLATED. O O S 1/8' ANNEALED GLASS (■) A .. = ` .-. U 2. METAL STRUCTURES: A) STEEL : Fy = 36 KSI MDV. INSULATE LAMINATED GLASS COMPOSITION TYPE C (STEEL 1 e CA. MuV. THICK - 0.048' z° ti z B) ALUMINUM : 6063-T5 MIN. ' ITEM OLA88 DESCRIPTION DBTAIL LAMINATE DESCRIPTION (AWN. 0.078" MIN. THICK) a l 1/8• ANNEALED GLASS _ 1 +6 2 OAA PLASTIC INTERLAYER _-� JJW PVB E 1 METAL STRUCTURE ATTACHMENT DETAIL 3 lAr ANNEALED GLASS - - - _ = By, 'DUPtNIT" LIA JAI 111 4 1/4• INSULATED AIR SPACE A. 'Y S U8• ANNEALED GLASS (X) a34m e,�®0o�0.0 � Hoo • � � �;♦Io0 INSULATEDLAMINATED GLASS COMPOSITION TYPE GA- TTBM CLASS DESCRIPTION DETAIL LAMINATE DSSCRiPTION °y N O A2� 1 1/8' HEAT-STRENGHTENED GLASS _ _ _ _ ttt��llll � ' PRODUCT REVISED 2 0.090• PLASTIC INTERLAYER - ® .Vs' PVB asconVlyh*WilhlhaFlmida Q 3 1/8' HEAT-STRENGHTENED GLASS _ =".r _ '('( BY. 'DUPONT' milail$code e 40 Z 1 " , a f4 4 U4' INSULATED AIR SPACE '�` AemputumNO •j o 5 U8• ANNEALED GLASS (r,) - - = -. a34m E*ph*ion Date ! / O [,°"•° �• �7 000000• (K) WINDOWS WITH GLASS TYPES 'A. C, 13R W INSTALLED ABOVE 3OFT. By R IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. CG �naia»ai ae� 1 a aoeila�ll GLAZING DETAILS ANI2 OPTIMB A LAMINATED GLASS COMPOSIT! —TYPE 8 ITEM OLA88 DESCRIPTION DETAIL LAMINA'T'E DESCRIPTION 1 1/8• ANNEALED GLASS=y_� 2 0.090' PLASTIC INTERLAYER SAFLEX/KEEPSAFE 3 1/8• ANNEALED GLASS �� By, •SOLUTIA• LAMINATED GLASS COMPOSITION — E D li'EM OLAS8 DESCRIPTION DBTAl1. LAMINATE DESCRIPTION LAMINATED GLASS COMPOSITION -TYPE E ITEM GLA88 DESCRIPTION � _ _ = _- -• � 1 - a34a 1 1/8• HEAT-STRENGHTENED GLASS BUTACITE PVB By, •DUPONT° E D.090' PLASTIC INTERLAYER 3 1/8' HEAT-STRENGHTENED GLASS LAMINATED GLASS COMPOSITION -TYPE E ITEM GLA88 DESCRIPTION DETAIL aaa' LA1tINATE pBSCRR�TION 1 1/8' HEAT-STRENGHTENED SAFL£X/KEEPSAFE 81n •SI]LUTIA• 2 Q090' PLASTIC INTERLAYER 3 U8' HEAT-STRENGHTENED GLASS FRAIL HEAD L-7103 0 FRAME SILL L-870' 0 VENT INTERLOCK RAIL L-77705 VENT JAMB RAIL L-7708 0 FRAME FIXED JAMB L-7701 0 FRAME VENT JAMB L-8703 FIXED MEETING RAIL L-7704 SILL TRACK L-8702 szLA93 1.285 SILL RETAINING CLIP L-8708 1d Lit .754 VENT SPRING LATCH L-7539 A62 21 1.233 .598 VENT TOP/BOTTOM RAIL L-77707 V SILL ANCHOR CLIP j L -883a I 32 GLAZING BEAD L-7708 185 094 1 11 .050 .850 2.794 MM .773—x-) VENT BOTTOM M 0 [ENT BOTTOM CORNER GLAZING BEAD L-7711 18 0 FRAME TOP CORNER 0 FRAME BOTTOM CORNER FRAME & SASH CORNER ASSEMBLY DETAILS SILL RISER ADAPTER L-8706 20 .500 T— .050 1.250 773-f PRODUCT REVISED ho Dlerida as complying wilb Building CO& . 08 Acceptaaoo No Ex iration Date 17 B Miam ado Prodact tr r Co Bt:� O m� RIZ O M 00 wao in o � ®00®��© 010��1��0�♦y a �•°eo�os�i'•�,Y��•,jI ° % ti Z 20. o � o a P4o Z E N 04O W a a x 0 a to a H o Z � r iA ®00®��© 010��1��0�♦y a �•°eo�os�i'•�,Y��•,jI ° % ti .SERI•ES-4200 / 6200 FIXED IMPACT WINDOW — FLANGE FRAME APPROVED WINDOW ELEVATIONS (L.M.,IMPACT) WINDOW HEIGHT I HElGH WINDOW (0 F WINDOW HEIGHT WINAQW v LEG'HT. WIDTH OUARTER-ROUND ELEVATION WINDOW WIDTH WINDOW WIDTH HALF -ROUND TYPICAL ELEVATION ARCHED PICTURE MNOOW WINDOW HE� F WINDOW HEIGH F ' WINDOW HEIGHT L LV INDOW WIDTH WINDOW WIDTH WINDOW WIDTH HEXAGON TYPICAL ELEVATION RECTANGULAR TYPICAL ELEVATION SQUARE PICTURE WINDOW ELEVATION WINDOW HEIGHT WINDOW HEIGHT WINDOW HEIGHT LEG Hi. WINDOW L LWIDTH WINDOW WIDTH FULL ROUND TYPICAL, ELEVATION WINDOW WIDTH RECTANGULAR TYPICAL, ELEVATION SQUARE PICTURE WINDOW ELEVATION WINDOW HEIGHT0 HENGHT LEG HT. WINDOW HEIGH L L VI INpOy I I [DW T—H� WINDOW WIDTH WINDOW WIDTH OVAL TYPICAL ELEVATION LEGGED EYE BROW ELEVATION QUARTER -ROUND ELEVATION WINDOW HEIGHT ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN. CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WINDOW HEIGH WITHIN A SOUARE OR RECTANGLE, AS SHOW IN DOTTED LINES AND OBTAINING WINDOW IH rWIN-tDOW WWIDTH ALLOWABLE ALLOWABLE LOADS FROM THOSE PROVIDED PERIMETER FASTENERS ARE AS DESCRIBED HEREIN FOR SIZE AND SPACING. OCTAGON TYPICAL ELEVATION "ELLIPTICAL" TYPICAL ELEVATION r TYP. II �� n _ u II / II II / II u n u n u LA� j II II a n TYPICAL ELEVATION TESTED UNIT MAXIMUM GLASS AREA TESTED APPLIES TO GLASS TYPES: E. F. J, ' K AND L. — SEE DESIGN LOAD CAPACITY TABLES ON SHEET 4 FOR SIZE LIMITATIONS OF EACH GLASS TYPE. General Notes: MAX. TYP. CORNERS 12• PRODUCT RBVISBD as compiy14 with the 1TkWh Balldiing Code Acleeptanoe NO e�� ro EXT. 8 INT. FALSE COLONIAL jY � jrationDate MUNTINS ARE APPLIED W W/ SILICONE AND ARE AVAILABLE AS OPTIONAL.l'[118 WINDOWS ARE L.M. IMPACT ' MIAMI—DADE COUNTY APPROVED SHUTTERS NOT REQUIRED 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1300-04. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) . 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE -TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES, AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN; (SEE SHEET #3 FOR GLASS TYPES AND SHEET #4 FOR MAX. DESIGN PRESSURES). 6.) WINDOWS WITH GLASS TYPES "B, C. F. OR G" INSTALLED ABOVE 30ft. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2010, Section 2411.3.3.7). 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 2 & 5. 8.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 9.)'WOOD BUCKS 1N CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR DETAIL & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2010 FBC CHAPTER 24, 10.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 11.) MULLING FIXED WINDOWS WITH OTHER TYPES OF MIAMI—DADE COUNTY APPROVED PRODUCTS USING A MIAMI—DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY YO THE ENTIRE MULLED SYSTEM. 12.) SEE SHEET # 5 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. 13.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR ' PLATED AND SHALL MEET THE 2010 FLORIDA BLDG. CODE. a ;i K 040 tth b M� M 1 to Ila'00. 10D 0, .Wt 0 00 no 2 a. a. i 4 N A 6 ti 0��ao®®ae�y�e�®� ��'ooeoseoeoo"o�w�30 B0® #14 S.M.S. W/ 1 1/4' MEIN. EMBESMIENT INTO WOOD. (SEE ELEVATION AT SHEET # FOR MAX. FASTENER SPACING) INTERIOR FINISH NOT BY LAWSON INDUSTRIES, INC. WEATHERPROOF 2x 2x STUCCO OVER HETAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC. MAX. INTERIOR SPAM EXT. GRADE BACK BEDDING TO BE APPLIED BEHIND WINDOW FRAME FLANGE BY INSTALLER (TYP.) EXTERIOR EXT. GRADE PERIMETER CAULKING NOT BY 'LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS CTYP.) WINDOW INSTAU A'I,ON NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8". SHIMS ARE NOT REQUIRED. ANCHORS NOTH: ANCHORS TO BE N12 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. AT 12' O.C. MAX. ALL WOOD BUCKS ENGINEERED SEPARATELY— & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.> EXT. GRADE CAULK ---% EXT. GRADE CAULK •---\ EX _MIN. DISTANC EXT. GRADE 11 MIN. 1114 S.M.S. W/ 1 1/4' E—Disim—af MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET #1 FOR MAX. FASTENER SPACING) 4' MAX. SHIM TYP #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET #1 FOR MAX. FASTENER SPACING) 1t) SILICONE ADHESIVE $EDDING COMPOUND INTERIOR r LAMINATED GLASS II OEXTERIOR D EXTERIOR GRADE --� PERIMETER CAULKING 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. \ (SEE ELEVATION AT SHEET #1 FOR MAX. FASTENER SPACING) O EXTERIOR GRADE --J PERIMETER CAULKING EXTERIOR EXTERIOR GRADE PERIMETER CAUL 1 1/13' MIN. 4 EDGE DISTANCE a P.T WOOD BUCK NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS o, A. t. ; v .. 1 1/4• MIN. :.o :a. e AEMBEDMENT 411 41 4: t{ SILICONE ADHESIVE BEDDING COMPOUND INTERIOR LAMINATED GLASS °14.' N"'"E ' . �t':(a 's e a • PRODIIC't' RE'VISI31) 4MHFDMKINT a' ,�' ascomplyiagwlththei?IDTWti ..,• n BUiWDalWol diaCde a, ...,-:Ac4: A M w too 0 Q t0 wco Q M to to C3 A o 0 OR $�M w A 2i O R V C) 00z c d c 4 002 d k N _' w? W IY m � U 1 � W O Z z H. cl a %.a o � a W � a o $ W Zm 110 0 1 z aappasppp hl�� ®® o \8 u. PT. WOOD BUCKS Lr tii bt '•4• .. 1/4' TAPCON W/ 1 I/4' ' MIN. EMBEDMENT INTO CON(. CSEE ELEVATION AT SHEET #1 FOR MAX. FASTENER SPACING) 4 1 1/13' MIN. 4 EDGE DISTANCE a P.T WOOD BUCK NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS o, A. t. ; v .. 1 1/4• MIN. :.o :a. e AEMBEDMENT 411 41 4: t{ SILICONE ADHESIVE BEDDING COMPOUND INTERIOR LAMINATED GLASS °14.' N"'"E ' . �t':(a 's e a • PRODIIC't' RE'VISI31) 4MHFDMKINT a' ,�' ascomplyiagwlththei?IDTWti ..,• n BUiWDalWol diaCde a, ...,-:Ac4: A M w too 0 Q t0 wco Q M to to C3 A o 0 OR $�M w A 2i O R V C) 00z c d c 4 002 d k N _' w? W IY m � U 1 � W O Z z H. cl a %.a o � a W � a o $ W Zm 110 0 1 z aappasppp hl�� ®® o \8 u. LAMINATED INSULATED GLASS COMPOSITION TYPE B ITEM DESCRIPTION DETAIL 1 1/8' ANN. GLASS 1/B' . _ _ 1 2 0.090' SAFLEX PVB-SOLUTIA ® t/+ 7 - ans• 3 1/8' ANNEALED GLASS aa.r 4 1/4' INSULATED AIR SPACE ��• = - = _ _ - - 5 (K) 1/8' ANNEALED OR TEMPERED GLASS LAMINATED INSULATED GLASS COMPOSITION TYPE C ITEM DESCRIPTION DETAIL 3/16• -: 4� .t/4•,s. as+t 1 1/8' ANNEALED GLASS 2 0.090' SAFLEX PVB-SOLUTIA• 3 1/8' ANNEALED GLASS' 4 1/4' INSULATED AIR SPACE 5 (K)l 3/16• ANNEALED OR TEMPERED GLASS LAMINATED INSULATED GLASS COMPOSITION TYPE F ITEM DESCRIPTION DETAIL 3/16• =: �= M:=:= �® vim• - _ = _ - __= - - - ^^ DETAIL +��• a --- - -- I o��s• _ 1 1/8' HEAT-STRENGHTENED GLASS 2 0.090' BUTACITE PVB-DUPONT 3 1/8' HEAT-STRENGHTENED GLASS 4 I/4' INSULATED ALR SPACE_ S (K) I/8' ANNEALED OR TEMPERED GLASS LAMINATED INSULATED GLASS COMPOSITION TYPE G ITEM DESCRIPTION DETAIL 3/16• =: �= M:=:= �® vim• - _ = _ - __= - - - j DETAIL 3p6• �':�_ ��' ® :_�� t/a• a„s. 1 1/8' HEAT-STRENGHTENED GLASS 2 0.090' BUTACITE PVB-DUPONT 3 1/8' HEAT-STRENGHTENED GLASS 4 1/4' INSULATED AIR SPACE 5 (X)13/16- ANNEALED OR TEMPERED GLASS LAMINATED INSULATED GLASS COMPOSITION TYPE L ITEM DESCRIPTION DETAIL 3/16• =: �= M:=:= �® vim• - _ = _ - __= - - - a/a•� = asor "- 1 3/16' HEAT-STRENGHTENED GLASS 2 0.090' BUTACITE PVB-DUPONT 3 3/16' HEAT-STRENGHTENED GLASS 4 1/4' INSULATED AIR SPACE 5 3/16' TEMPERED GLASS Notes'. 1.) SEE SHEET 4 FOR DESIGN LOADS LOAD CAPACITY TABLES. 2.) WINDOWS WITH GLASS TYPES -B, C. F, OR G" INSTALLED ABOVE 30 FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2010, Section 2411.3.3.7). 'SILICONE OPTIONS': DOW CORNING 899 SCHNEE-MOREHEAD 5731 TREMCO SPECTRUM 2 LAMINATED LAMINA j INSULATED -0 INSULE GLAZING DEPTH GLAZING DEPTH LAMINATED /INSULATED GLASS TYPICAL GLAZING DETAIL 5 18 LAMINATED GLASS COMPOSITION - TYPE A ITEM GLASS DESCRIPTION 3 DETAIL _� = _ _ = *. _ - - - 4 1 -- a340- 1 1/8' ANNEALED GLASS 2 0.090' BUTACITE PVD-DUPONT 3 1/8' ANNEALED GLASS• 5 18 LAMINATED GLASS COMPOSITION — TYPE D ITEM GLASS DESCRIPTION j — DETAIL a>o9 • _ - _ - 1 03+0• 1 1/8' HEAT -STRENGHTENED GLASS 2 0.090' BUTACITE PVB-DUPONT 3 1/8' HEAT-STRENGHTENED GLASS 13 32 LAMINATED GLASS COMPOSITION =TYPE E ITEM GLASS DESCRIPTION ! 3 DETAIL. 1 3/16' HEAT-STRENGHTENED GLASS A. 0• 2 0.090' SAFLEX PVB-SOLUTIA 3/16 3 1/8' HEAT -STRENGHTENED GLASS 1 aa06• 7 18 LAMINATED GLASS COMPOSITION - TYPE H ITEM GLASS DESCRIPTION 3/t6• _ A09 L= 3/16•1- DETAIL 3/16• 1 3/16• HEAT-STRENGHTENED GLASS 2 0.090' SGP-DUPONT 1 3/16' ANNEALED GLASS 3 _ _-- _a+60- 3/16• _ _ _ _- _� 2 0.090' SAFLEX PVB-SOLUTIA 1 3 3/16' ANNEALED GLASS 1 7 18 LAMINATED GLASS COMPOSITION - TYPE I ITEM GLASS DESCRIPTION 3/t6• _ A09 L= 3/16•1- DETAIL 3n6• 1 3/16• HEAT-STRENGHTENED GLASS 2 0.090' SGP-DUPONT 1 3/16' ANNEALED GLASS 3 _ _ _ _-_ _ _� o.090• _ _ _ - _ _ -aab0• 3/16• _ _-_ _� 2 0.090' BUTACITE PVB-DUPONT 1 3 3%16' ANNEALED GLASS 1'- 7 16 LAMINATED GLASS COMPOSITION - TYPE J ITEM GLASS DESCRIPTION 3/t6• _ A09 L= 3/16•1- DETAIL _-_ _--- »� _ _ - - - _ _a460• 1 3/16• HEAT-STRENGHTENED GLASS 2 0.090' SGP-DUPONT 3 3/16' HEAT-STRENGHTENED GLASS 7 18 LAMINATED GLASS COMPOSITION - TYPE K ITEM GLASS DESCRIPTION 01 DETAIL T 3�6• 1 3/16' HEAT -STRENGHTENED GLASS _ _ _ _ - _ = i 0.090• _ = - _ _ - =aa60• 3n6• =_ _ _ _ _ 2 0.090' BUTACITE PVB-DUPONT a� Ni Lu Lu 3 3/16' HEAT-STRENGHTENED GLASS _1iLL 1 SILICONE SCHNEE-MOREHEAD SM 5731 DOW CORNING 899 TREMCO SPECTRUM 2 LAMINI MONOI LAMINATED MONOLITHIC GLAZING STOP ® CIRCULAR WDWS. 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PH No. (305) 696-8660 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS SERIES -4200-6200 FLANGE FRAME IMPACT FIXED 19NDOW R LAMINATED GLASS DESIGN PRESSURE CHARTS e r ' L4200-6200-1201 " 4 OF 6 i4l. la�! �_"@ V ° Ca OQ -ol ca !V 2 O • O Ix WWxxXm�xXx��xxWWOD 0�co00wco W0)03comoa t 171 x -o m v xxx Wxxk�Wxxx xXstowXXSea88828883sasa a '0 Q Wx XWW XXX WWXxX�DWXX WWW Xx00D00DWOWDGODOWD00DW00DWOWDGWDOWDQ0 i7 O X x x x W x x 01011 x W W COD WWtlD $'o W GWo m GWD aWD coo GWD GWo w w v v 0 88888 sage's @SassERSSSERSMON Sass 8M G '0 N N Ci Xx W0"IRIXX WWW xXWWWxGWDWOWoa WISIC010 ODWW CDWOD aD OD WW GDW W DG: X Xx X x W X X X x W X X X W WX X X W@ X X R a WWip M$ J�Z xxggxxxgx� g ��x;2W�N2 88P8Faspges o M W p N V W V OD V W V:Cq.V N Ol 0o --4,-4 V Oo V OD V OD V OD V CD V CD -41-4 WW V GD V QD V W V OD V Oo V OD V 00 V W V Do V OD y W V W V W V OD V woo W � WW ww FWwWcn �viWwCwD (A Oro FOR OWPW ?,rWmw cWnwW wW ii0W0W CWAg"wW'CWW � N 8;8;8i838d838d$3$38;8�8dSI&X838;8;X83838;88383�8d8i8'$o'83f�8�8;8�$r LAWSON 8501 N.W. 90 ST. MEDLEY. FLORIDA 33166 INi7 C.7 STRIE INC. PH No. (305) 696-8660 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS SERIES -4200-6200 FLANGE FRAME IMPACT FIXED 19NDOW R LAMINATED GLASS DESIGN PRESSURE CHARTS e r ' L4200-6200-1201 " 4 OF 6 BILL OF MATERIALS ITEM PART # QUANTITY DESCRIPTION MATERIAL REMARKS 1 L-4201 2 FRAME HEAD/SILL/JAMB 6063-T6 - 2 L-7708 4 GLAZING BEAD (5/16" GLASS) 6063-T6 -- 3 L--7708 4 GLAZING BEAD (3/8- & 13/32" GLASS) 6063-T6 - 4 L-7708 TRIMMED 4 GLAZING BEAD (7/16" GLASS) 6063-T6 - 5 L-7711 4 GLAZING BEAD (5/16" GLASS- INSULATED) 6063-T6 - 6 L-6211 4 GLAZING BEAD (7/16" GLASS - INSULATED) 6063-T6 - 7 #8 X 3/4- 2/ CORNER ASSEMBLY SCREWS - P.H. PHILLIPS 8 L-4204 AS READ. GLAZING BEAD AT CIRCULAR WDWS. 6063-T5 - 9 VWS-004 AS REOD. GLAZING GASKET SOFT PVC - 10 • AS REOD. GLAZING SILICONE I - 11 PL 75.6020 AS REOD. GLAZING SETTING BLOCK SOFT PVC 1/8" X 1/8- X 2- 12 812-25H-357 AS REOD. "TruSeal" Duro Seai SWiggle Spacer 1/4- BLACK 1/4- AIR SPACE WINDOW FRAME EXTRUSION DETAILS 2.643 1.281 .78� � .062 310 .eso �0 ...--.J. TYP 1 341 050 � b TYP. .773 IL I�-1.sas 2 GLAZING STOP FRAME HEAD/SILL/JAMB (5/16" GLASS) 310 A40 _ 1 .850_ .250 .272d5.050 +,141.850 I TYPTYP. 773 JIB 3 GLAZING STOP 4 GLAZING STOP (7/16- GLASS) (3/8" & 13/32- GLASS) .310 .oso 850 •1I5 oso .992 .050 Of 2 TYP. A50 TYP. J 5 .684 .Boo 6 INSULATED GLAZING STOP W/ 5/16- LAMINATED GLASS INSULATED GLAZING STOP W/ 7/16" LAMINATED GLASS TYP. u.808 —1 I - -j 8 .466 GLAZING STOP (CIRCULAR WOW.) SEE MULLION APPROVALS FOR MULLION TYPE. SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. ALUMINUM MULLION - (ALUM. 0.078' MIN. THICK) NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN INTERIOR srs i ROM RME TO OF FPPMM 1/2' x 3-t/Y x FRAME SILL or HEAD 7 RECT. OR SOUARE WINDOWS TSL CORNER CONSTUCON C� WINDOWS OR MITER CORNERS 0 0 FRAME RADIUS JOIN FRAME END CORNER FRAME CORNER & JOINT DETAILS SEALANT: FRAME CORNERS. OR JOINTS SEALED WITH A COLORED SEALANT AND PERIMETER OF GLAZING BEAD WITH CLEAR SILICONE PRODUCT REVISED as complying with the Ploddh Suil4wa Ce& Acceptaa06» �7 Expiration Date fly " acts SEE MULLION APPROVALS FOR 0 12 X 3/4' S.D S. MULLION TYPE. SIZE AND MAX. FLAT HEAD, PHILLIPS DESIGN PRESSURE LIMITATIONS. AT 12' O.C. MAX. INTERIOR NOTE: THE LOWER PRESSURES OF 1/4' MAX. THE WINDOW OR MULL SHALL GOVERN SHIM EXTERIOR /`- WINDOW FRAME EXTERIOR GRADE 2© PERIMETER CAULKING FRAME MULLING DETAIL # 12 S.D.S. X 1 1/4- L. AT 12. O.C. MAX. NOTE: 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: A) STEEL : Fy = 36 KSI MIN. (STEEL 18 GA. MIN. THICK.7Ir0.048")'; 8) ALUMINUM : 6063-T5:'i4& (ALUM. 0.078- MIN. THICK) PERIMETER-- I '-- WINDOW FRAME .. I� SEALANT EXTERIOR t%;N I METAL STRUCTURE ATTACHMENT DETAIL too a cc to Q 00 M � rri1 �& 3 I` z d Z O co 2 CQ L Z U z� � o 644 W N V -u �eHa 0 11 i A ;>A -,I, � l 00 I 1 MULTI—SLIDE DOOR ELEVATIONS WITH & WITHOUT POCKETS SEE ELOW NOTE ®F . SEE BELOW NOTE � . � � 0° SEE BELOW %-� NOTE #5. w Li LY '' i %'I 1 i ., m m f 1 Y/�jI Y! 1 u /mfr 1.) THIS DOOR SYSTEM IS DESIGNED AND TESTED TO COMPLY W/ THE F // 1 1 tti I Y / 1 ► m 1 1 u REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY 4n p N q Q HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1300-04. THIS PRODUCT IS 3 IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) ai 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING Z 0 Z A i i„ RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS _J 012 q a i+' coo gn 2 d ,Z x 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL DOOR -11IJ CQ SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (D.C.) AND H z I `� 9 Edi a� 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ' 1 Q ori ENGINEERED ON A SITE SPECIFIC BASIS, UNDER A SEPARATE APPROVAL AND TO a BE REVIEWED BY BUILDING OFFICIAL. y cn z X -LP or RP -X �:W_A 1 D/2T — RP PJGHT POCKET SHOWN (LEFT POCKET OPPOSITE) SEE BELOW /- NOTE #5. 1 t I Y 1 0 i O 1 IJ 1 i 1 1 r 2D/2T - XX or XX -LP or RP -XX or LP -XX -RP 2D/2T RE2D/2T - RP RIGHT POCKET SHOWN (LEFT POCKET OPPOSITE) 2D/2T - LP/RP -; 1 SEE BELOW " NOTE E5. m o; a -T „r t} tr! �r 1 3D/3T - XXX or LP -XXX or RP -XXX 3D/3T 3D/3T - LP RIGHT POCKET SHOWN (LEFT POCKET OPPOSITE) 0/% !pe. F J0 mok a g" � 0° L===] w Li LY '' i General Notes: .- Go M y x x 1.) THIS DOOR SYSTEM IS DESIGNED AND TESTED TO COMPLY W/ THE v RE2D/2T - RP RIGHT POCKET SHOWN (LEFT POCKET OPPOSITE) 2D/2T - LP/RP -; 1 SEE BELOW " NOTE E5. m o; a -T „r t} tr! �r 1 3D/3T - XXX or LP -XXX or RP -XXX 3D/3T 3D/3T - LP RIGHT POCKET SHOWN (LEFT POCKET OPPOSITE) 0/% !pe. `1 J0 IMPACT SLIDING GLASS DOOR Li SEE BELOW NOTE g5.� s 'f VIVO o co 1 r 4D/3T - XXXX or 4D/2T LP-XXXX or RP-XXXX or LP-XXXX-RP �&_� 40/3T 4D/2T 44D/2T - LP/RP 4D/3T - LP LEFT POCKET SHOWN (RIGHT POCKET OPPOSITE) NOTES: 1) REFER TO SHEETS 8 F 14 FOR GLAZING OPTIONSAND DP CHARTS. 4D/2T - LP 2) REFER TO SHEETS 9, 10 & 11 OF 14 LEFT POCKET SHOWN FOR TYPICAL CROSS-SECTION DETAILS. (RIGHT POCKET OPPOSITE) 3) REFER TO SHEETS 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) PANEL STACK CONFIGURATIONS ARE REVERSIBLE. 5) FOR POCKET WALLS SEE GENERAL NOTES #15 & 16. __35 2D/2T - XO 2D /2T - OX 2 DOOR NOTES: 1) REFER TO SHEETS 2 OF 14 FOR FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEETS 3 & 4 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 3) REFER TO SHEETS 3 OF 14 FOR TYPICAL ANCHORS AND NOTES. Am !pe. %F fin IMPACT SLIDING GLASS DOOR Li __35 2D/2T - XO 2D /2T - OX 2 DOOR NOTES: 1) REFER TO SHEETS 2 OF 14 FOR FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEETS 3 & 4 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 3) REFER TO SHEETS 3 OF 14 FOR TYPICAL ANCHORS AND NOTES. Am !pe. �. fin IMPACT SLIDING GLASS DOOR a � 0° L===] w Li 3_ & 4 DOOR 1) REFER TO SHEETS 5 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEETS 6 & 7 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 3) REFER TO SHEETS 6 OF 14 FOR TYPICAL ANCHORS AND NOTES. SERIES: SGD--9200 !pe. �. fin IMPACT SLIDING GLASS DOOR a � 0° 3_ & 4 DOOR 1) REFER TO SHEETS 5 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEETS 6 & 7 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 3) REFER TO SHEETS 6 OF 14 FOR TYPICAL ANCHORS AND NOTES. SERIES: SGD--9200 !pe. �. .4'�-➢��g�6o ° IMPACT SLIDING GLASS DOOR 0° o p �w q w �� ais LY '' i General Notes: .- Go M y x x 1.) THIS DOOR SYSTEM IS DESIGNED AND TESTED TO COMPLY W/ THE v Q c REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY 4n p N q Q HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1300-04. THIS PRODUCT IS 3 IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) .�M..� 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING Z 0 Z A RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS _J 012 q a OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. coo gn 2 d ,Z x 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL DOOR p CQ SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (D.C.) AND H z I AS TABULATED ON SHEETS 2, 5, & 8 of 14. 9 p� o 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE � Q ori ENGINEERED ON A SITE SPECIFIC BASIS, UNDER A SEPARATE APPROVAL AND TO a BE REVIEWED BY BUILDING OFFICIAL. y cn z 5.) A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF U v ANCHORS INTO WOOD ONLY. Z Q 6.) DOORS ARE QUALIFIED FOR USE WITH SINGLE GLAZE H.S. LAMINATED GLASS V z TYPES TABULATED HEREIN (SEE SHEETS # 2, 5, & 8). ® b 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, 6, 7, % 10, &110F14. 8.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND TO BE APPLIED W/ SILICONE. a 0 9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO DOOR INSTALLATION. WOOD BUCKS TO BE N 0 a cQ ANCHORED IN COMPLIANCE WITH THE 2010 FBC CHAPTER 24. 10.) APPROVAL APPLIES TO TWO TRACK AND THREE TRACK DOORS WITH FIXED a c d PANELS, ALL MOVING PANELS, INCLUDING WITH OR WITHOUT (LH-RH) POCKETS. Q g A 11.) MULLING DOORS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED PRODUCTS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE z ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE DOORS OR MULLION ~ APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 12.) FOR METAL ATTACHMENT DETAILS & NOTES SEE SHEETS # 3, 4, 6, 7, 9, 10, o $ & 11 OF 14. N � ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS 1113.) - TO BE PAINTED OR PLATED AND SHALL MEET THE 2010 FLORIDA BLDG. CODE. c N b 14.) POCKET DOOR CONFIGURATIONS ARE AS SHOWN ON SHEET 8 OF 14, REFER Jv S. 9 TO SHEET 11 OF 14 FOR ADDITIONAL DETAILS. N v s� 15.) POCKET WALLS ARE NOT PART OF THIS APPROVAL. E g 16.) POCKET WALLS SHALL BE UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY THE ENGINEER OF RECORD (EOR). w in o ty ° w LAMINATED GLASS Z m �, LARGE MISSILE IMPACT " 2� c DOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. PRODUCT RENLIM as comrly with "slte F7arj& Buildins Code Ac�els=c' -1do IVLZ 3iarrii 13.de product Co) !pe. .4'�-➢��g�6o ° 0° fr,*l C.•:TNCp+�µ� �. �� ais LY '' i &!A63 D `ir DESIGN LOAD CAP A ITY - PSF STD. 2 1/4" SILL) NOMINAL DOOR SIZES GLASS TYPE ' GLASS 7jfE 'B' GLASS TYPE 'C' GLASS TYPE 'D' WIDTH HEIGHT EXT. (+) INT. ) EXT. (+ INT, (-) EXT. (+) INT. (-) EXT. (+) INT: (-) FT./IN. FT./IN. 5/0 (NO STEEL) 6/8 56.7 9 .0;T567 65.0 65.0 56.7 85.0 56.7 75.0 6/0 6/8 56.7 95.0 65.0 65.0 56.7 85.0 56.7 75.0 (NO STEEL) 6/8 76.7 85.0 70.0 70.0 76.7 78.8 68.8 68.8 8/0 6/8 56.7 85.Om° 56.7 70.0 56.7 78.8 56.7 68.8 (WITH STEEL) U� DOW CORNING 899 TREMCO SPECTRUM 2 00 O 8/0 (WITH STEEL) 8/0 56.7 65.0 56.765.0 N X X X X DESIGN LOAD CAPACITY - PSF (WITH 3" SILL RISER) NOMINAL DOOR SIZES GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' WIDTH HEIGHT EXT. (+) INT. (-) EXT, (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) FT./IN. FT./IN. 5/0 (NO STEEL) 6/8 76.7 95.0 65.0 65.0 76.7 85.0 75.0 75.0 6/0 (NO STEEL) 6/8 76.7 95.0 65.0 65.0 76.7 85.0 75.0 75.0 8/0 (WITH STEEL) 6/8 76.7 85.0 70.0 70.0 76.7 78.8 68.8 68.8 8/0 (WITH STEEL) 8/0 65.0 65.0 65.0F;D 5. X X X X NOTES 1) REFER TO SHEETS 3 & 4 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 44 3/4" MAX 2) REFER TO SHEETS 3 OF 14 D.L. OPG. FOR TYPICAL ANCHORS AND NOTES. 50" MAX. 50" MAX. PANEL WIDTH MAX. D.L.O.: LAMINATED GLASS PANEL WIDTH 6/0 X 6/8 = 32-3/4" X 74-3/4" LARGE MISSILE IMPACT 2 DOOR - TWO TRACK XO OX 8/0 X 6/8 = 44-3/4 X 74-3/4" "XO" TYPICAL ELEVATION APPROVED CONFIGURATIONS 8/0 X 8/0 = 44-3/4" X 90-3/4" DOORS GLAZED WITH LAMINATED GLASS RATED FOR TESTED UNIT (FOR 98 3/8" MAX. SHEET 1.) BULB VINYL 17 to BULB VINYL 17 DOOR WIDTH L =C� Li:j 3/16" HEAT STREN'D GLASS NOTES 1) REFER TO SHEETS 3 & 4 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 44 3/4" MAX 2) REFER TO SHEETS 3 OF 14 D.L. OPG. FOR TYPICAL ANCHORS AND NOTES. 50" MAX. 50" MAX. PANEL WIDTH MAX. D.L.O.: LAMINATED GLASS PANEL WIDTH 6/0 X 6/8 = 32-3/4" X 74-3/4" LARGE MISSILE IMPACT 2 DOOR - TWO TRACK XO OX 8/0 X 6/8 = 44-3/4 X 74-3/4" "XO" TYPICAL ELEVATION APPROVED CONFIGURATIONS 8/0 X 8/0 = 44-3/4" X 90-3/4" DOORS GLAZED WITH LAMINATED GLASS RATED FOR TESTED UNIT (FOR 98 3/8" MAX. SHEET 1.) BULB VINYL 17 to BULB VINYL 17 DOOR WIDTH Li:j 3/16" HEAT STREN'D GLASS NOTES 1) REFER TO SHEETS 3 & 4 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 44 3/4" MAX 2) REFER TO SHEETS 3 OF 14 D.L. OPG. FOR TYPICAL ANCHORS AND NOTES. 50" MAX. 50" MAX. PANEL WIDTH MAX. D.L.O.: LAMINATED GLASS PANEL WIDTH 6/0 X 6/8 = 32-3/4" X 74-3/4" LARGE MISSILE IMPACT 2 DOOR - TWO TRACK XO OX 8/0 X 6/8 = 44-3/4 X 74-3/4" "XO" TYPICAL ELEVATION APPROVED CONFIGURATIONS 8/0 X 8/0 = 44-3/4" X 90-3/4" DOORS GLAZED WITH LAMINATED GLASS RATED FOR TESTED UNIT (FOR 98 3/8" MAX. SHEET 1.) BULB VINYL 17 to BULB VINYL 17 DOOR WIDTH BULB VINYL 17 3/16" HEAT STREN'D GLASS ^_ /16" HEAT STREN'0 GLASS .090 PVB SAFLEX 13 1/4- MAX. CLUSTER 4 ANcrloRs ?- LI 090 INTERLAYER 3/16" HEAT STREWD GLASS SPACING LIMITATION: Anchors not to exceed TYP. CAT STILE ENDS HEAD SILL / " 6 MAX. TYP. M a ,.1 y14 a 10 1/2" O.C. of Doors smoiler than 60" in wi h. / a A 6 a v a O A d e, HEAD/SILL r 1 CORNERS o 0oN A O �s A N ` z TREMCO SPECTRUM 2 z N SILICONE g to SILICONE SCHNEE-MOREHEAD 5731 gSCHNEE-MOREHEAD 5731 O0 O DOW CORNING 899 TREMCO SPECTRUM 2 Op 2i d U� DOW CORNING 899 TREMCO SPECTRUM 2 00 O Q N a0 2 i o s Z c012 7/16" LAM. GLASS O I �z 0� 0 �X wa N d= O � N y z zW te a. 1: J _j r O �.W M Q (�• (� �S u) O a � z d 0 d STEEL REINFORCING EI O a AS READ. V W O v SEE CHART AT LEFT O I � A o V1 NOTES 1) REFER TO SHEETS 3 & 4 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 44 3/4" MAX 2) REFER TO SHEETS 3 OF 14 D.L. OPG. FOR TYPICAL ANCHORS AND NOTES. 50" MAX. 50" MAX. PANEL WIDTH MAX. D.L.O.: LAMINATED GLASS PANEL WIDTH 6/0 X 6/8 = 32-3/4" X 74-3/4" LARGE MISSILE IMPACT 2 DOOR - TWO TRACK XO OX 8/0 X 6/8 = 44-3/4 X 74-3/4" "XO" TYPICAL ELEVATION APPROVED CONFIGURATIONS 8/0 X 8/0 = 44-3/4" X 90-3/4" DOORS GLAZED WITH LAMINATED GLASS RATED FOR TESTED UNIT (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) BULB VINYL 17 to BULB VINYL 17 -3/16" HEAT STREN'D GLASS BULB VINYL 17 3/16" HEAT STREN'D GLASS 090 SAFLEX HP /16" HEAT STREN'0 GLASS .090 PVB SAFLEX 3/16" HEAT STREN'D GLASS ?- LI 090 INTERLAYER 3/16" HEAT STREWD GLASS 090 PVB INTERLAYER m d DuPont SentryGloss by a DuPont Butacite by SILICONE w E.I. DuPont DeNemours & Co.. Inc. w E.I. DuPont DeNemours &Co.. Inc. m 3/16" HEAT STREN'0 GLASS m 3/16" HEAT STREN'D GLASS z z TREMCO SPECTRUM 2 z N SILICONE g to SILICONE SCHNEE-MOREHEAD 5731 gSCHNEE-MOREHEAD 5731 O0 O DOW CORNING 899 TREMCO SPECTRUM 2 Op DOW CORNING 899 TREMCO SPECTRUM 2 00 .O N a: J rz GLASS TYPE 'A' � O 3\ R GIASS TYPE 'BCLASS TYPE 'C' GLAZING DETAILS GLASS TYPE 'D' EIEWED Is Caplylpi;i vAth the 3oM0 )Buildhi$ Coa$e Acceptence No Data Miami Dacia roduct C- lrilr aha a: psi O PIS A. 0 �tbea ta. °e°eoaeeo°o0°f�.s ®® LARGE MISSILE IMPACT , AND REQUIRE NO SHUTTERS. o BULB VINYL 17 to BULB VINYL 17 -3/16" HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS 090 SAFLEX HP .090 PVB SAFLEX rcleor or Color Glass Interloyer4 by: Solutio. Inc. ?- LI Clear or Color Gloss Interloyer by: Solutio. Inc. 3/16" HEAT STREWD GLASS m 3/16" HEAT STREN'D GLASS Z SILICONE g In SILICONE SCHNEE-MOREHEAD 5731 N g SCHNEE-MOREHEAD 5731 DOW CORNING 899 00 DOW CORNING 899 TREMCO SPECTRUM 2 TREMCO SPECTRUM 2 � O 3\ R GIASS TYPE 'BCLASS TYPE 'C' GLAZING DETAILS GLASS TYPE 'D' EIEWED Is Caplylpi;i vAth the 3oM0 )Buildhi$ Coa$e Acceptence No Data Miami Dacia roduct C- lrilr aha a: psi O PIS A. 0 �tbea ta. °e°eoaeeo°o0°f�.s ®® s°�a .6°+e ^ a n a3 o �® U.Xe�c o ® ®0 to Ay w um I " gfir MRU4 0 i� 9 4 a a , 4'% " Non -Shrink, Non -Metallic Grout of Minimum 5 Ksi TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING ° de e TYP 1" Min. TYPICAL ANCHORS IN PAIRS Edge Dist.SEE ELEV. FOR SPACING 18Y x WOOD BUCK e - - 1" Min. Edge Dist. (Typ.) 7/16' -LAMINATED GLASS NOTES: 1) REFER TO SHEET 2 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 4 OF 14 FOR HORIZONTAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 2 OF 14 FOR MAX. ANCHOR SPACINGS.. W U Cone ANCHOR OPTIONS HEAD -SH 1. JAMB Embedmen Edge Disc[2-5 N Ksi W 0! � O BUILDEX - 3/16" 1 3/4" 3' 3.2 Ksi J F N N J ,55 SG f-1/14' to N S.M.S. (Into 2X) 012 012 1 1/4- 1- W w z NP- 0 _ 1/16" or 1/8' _J N N N N r w ADHERED TO SILL w N N WITH SILICONE z6 a. FULL LENGTH OF UNIT Uj :.W a N a H 4 = J W SEALED WITH WHITE/ALUMINUM COLORED SEALANT. :. O l7 W $ a z W I o. W I I I I I I 9 4 a a , 4'% " Non -Shrink, Non -Metallic Grout of Minimum 5 Ksi TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING ° de e TYP 1" Min. TYPICAL ANCHORS IN PAIRS Edge Dist.SEE ELEV. FOR SPACING 18Y x WOOD BUCK e - - 1" Min. Edge Dist. (Typ.) 7/16' -LAMINATED GLASS NOTES: 1) REFER TO SHEET 2 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 4 OF 14 FOR HORIZONTAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 2 OF 14 FOR MAX. ANCHOR SPACINGS.. W U Cone ANCHOR OPTIONS HEAD -SH 1. JAMB Embedmen Edge Disc[2-5 N Ksi W 0! � O BUILDEX - 3/16" 1 3/4" 3' 3.2 Ksi J min. N N J ,55 SG f-1/14' to N S.M.S. (Into 2X) 012 012 1 1/4- 1- W w z NP- TAPCON or APPROVED EQUAL BY EOR _ 1/16" or 1/8' _J N N N SILL RISER r w ADHERED TO SILL w N N WITH SILICONE z6 FULL LENGTH OF UNIT N H O a N SEALANTS / Cone ANCHOR OPTIONS HEAD -SH 1. JAMB Embedmen Edge Disc[2-5 ELCO ULTRACON 1/4" 1/4" 1 3/4" 1" Ksi BUILDEX 1/4' - 1 3/4' 4' 2W........2„ BUILDEX - 3/16" 1 3/4" 3' 3.2 Ksi ANCHOR TYPE CHART IN 2X WOOD BUCK min. ANCHOR OPTIONS HEAD -SIM JAMB Embedment Edge DisL 2x Wood ELCO ULTRACON 1/4" 1/4' 1 1/4" 1' ,55 SG f-1/14' .55 SC . S.M.S. (Into 2X) 012 012 1 1/4- 1- MIN°24 w z NP- TAPCON or APPROVED EQUAL BY EOR c) V/ I' MIN. EMBED. INTO 3.2 Ksl Conc. a 6' o FROM CORNERS L SEE ELEVATION AT SHEET 2 OF 14 FOR MAX. SPACING. TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING ;AL ANCHORS IN PAIRS ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 28Y Wood Buck Substrate or Wood Structure r/ (SG) Specific GrrAty= .55 min. (Typ.) N METAL STRUCTURE 3/4" Min. Age Dist. TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING METAL STRUCTURE ATTACHMENT DETAIL NOTE: 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: A) STEEL : Fy = 36 KSI MIN. (STEEL 12 GA. MIN. THICK = 0.105') 8) ALUMINUM : 6063-T5 MIN. (ALUM. 0.078" MIN. THICK) I l \ .SEM SEPARATE NOAAJ I " Min. 3 Dist. WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON IND. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING ANCHOR TYPE CHART IN CONC. or MASONRYmin. Cone ANCHOR OPTIONS HEAD -SH 1. JAMB Embedmen Edge Disc[2-5 ELCO ULTRACON 1/4" 1/4" 1 3/4" 1" Ksi BUILDEX 1/4' - 1 3/4' 4' Ksi BUILDEX - 3/16" 1 3/4" 3' 3.2 Ksi ANCHOR TYPE CHART IN 2X WOOD BUCK min. ANCHOR OPTIONS HEAD -SIM JAMB Embedment Edge DisL 2x Wood ELCO ULTRACON 1/4" 1/4' 1 1/4" 1' ,55 SG BUILDEX 1/4' 1/4' 1 1/4' 1" .55 SC . S.M.S. (Into 2X) 012 012 1 1/4- 1- .55 SG OIDUCf �� complyws do Fw'ida dldit Code - Ito =ptemce No O n INTO METAL STRUCTURES M wni N N e o ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) co Q `� 0 mea �� •° w z to v c) a o 0� In A Epp foo s ias (3/16') INTO CONCRETE AND MASONRY = 3" MIN. (ITW BUILDEX) INTO WOOD STRUCTURE = I" MIN. N a z6 N H O a SEALANTS 2 00 M co 3 d 4 FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT. Z q z cn W U U) Z Q) ~_ �z� W Q CKI02 44 0 .0 V no A to O INTO METAL STRUCTURES M wni N N e o ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) N N 0 mea �� •° INTO APPROVED MULLIONS (NO SHIM SPACE) m g e 44P LO a O1 ctj N La (1/4') INTO CONCRETE AND MASONRY = 1" MIN. (ELCO ULTRACON) v Epp foo s ias (3/16') INTO CONCRETE AND MASONRY = 3" MIN. (ITW BUILDEX) INTO WOOD STRUCTURE = I" MIN. N a U N H O a SEALANTS �i FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT. 1/4" DRILLFLEX SELF DRILLING SCREWS INTO METAL STRUCTURES M wni Dade Pm&'d Cosct�,l d STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 10 SM mea �� •° INTO APPROVED MULLIONS (NO SHIM SPACE) m g e 44P LO TYPICAL EDGE DISTANCE ctj N La (1/4') INTO CONCRETE AND MASONRY = 1" MIN. (ELCO ULTRACON) � �ze to °a (1/4-) INTO CONCRETE AND MASONRY = 4" MIN. (I'IW BUILDEX) foo s ias (3/16') INTO CONCRETE AND MASONRY = 3" MIN. (ITW BUILDEX) INTO WOOD STRUCTURE = I" MIN. + opo °'° INTO METAL STRUCTURE = 3/4" MIN. a SEALANTS �i FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT. r o Te816180to0?? -N kio ®®P, U.LU °°0 a uu� � A TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1/4" MAX 1/4- MAX. ' SHIM SHIM e e . METAL STRUCTURE ATTACHMENT DETAIL NOTE: 4e 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. METAL STRUCTURE 2 ES STRUCTURES: = T = AEEL: 3 • • e•.• ) 36 KSI MIN. _ (STEEL 12 GA. MIN. THICK = 0.105") B) ALUMINUM 6063-T5 MIN. .. As; (ALUM. 0.078" MIN. THICK) TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING to— /4 n MAX. C D cube O NOTES: 1) REFER TO SHEET 2 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 3 OF 14 FOR VERTICAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 3 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) REFER TO SHEET 2 OF 14 FOR MAX. ANCHOR SPACINGS. 1/4- SHIM AMAX. .. Q i ° fYPICAL ANCHORS IN PAIRS S'EE ELEV. FOR SPACING O d ° . NOT REQ/ ON U I� 06/0 X 6/8 SIZES SEE CHART ON SHEET 2 OF 14 2D/2T — XO (ShownEXTERIOR) DOOR WIDTH 2D/2T — OX (Reversed) 1 PRODUCT FWD WOOD BUCK 1 scompbft omM ft Florida Wit= t2-1zQ. 12 Haid Dsa1e PCOduct CoIItr I 4° .0.. c a �w z V) O V O O OK 01010 i % a z c rn U) o c co IL 0cvz � i �z z 0 cvW N '' Si z V "a O Z o H p O !G 4 N N a n No 4° .0.. NOTE: TWO TRACK FRAME DOOR CONFIGURATIONS OF MORE THAN FOUR PANELS USING STILE COMBINATIONS SHOWN IN THESE DETAILS MAY ALSO BE APPROVED (EXAMPLE OOXX00). oxxo oxo APPROVED CONFIGURATIONS (FOR PANEL : STACK CONFIGURATIONS SEE SHEET 1.) Z 00s to STREN'D GLASS INTERLAYER nntDeNemACITE aurs & Co. Inc. HEAT STREN'D GLASS ONE JEE-MOREHEAD 5731 CORNING 899 ICO SPECTRUM 2 GLASS TYPE 'H' DOOR HEIGHT FT - /IN- /IN LEI o_ AT STREN'D GLASS oxo APPROVED CONFIGURATIONS (FOR PANEL : STACK CONFIGURATIONS SEE SHEET 1.) Z 00s to STREN'D GLASS INTERLAYER nntDeNemACITE aurs & Co. Inc. HEAT STREN'D GLASS ONE JEE-MOREHEAD 5731 CORNING 899 ICO SPECTRUM 2 GLASS TYPE 'H' DOOR HEIGHT FT - /IN- /IN NOTES: o_ AT STREN'D GLASS EXT. (+) TERLAYER Q-SentryGloss by: E.I. U DeNemours & Co.. Inc. m6" 11/1 HEAT STREN'D GLASS 40.7 60.0 NILICONE 50 MAX. 60.0 CHNEE-MOREHEAD 5731 00OW CORNING 899 56.7 REMCO SPECTRUM 2 LO 60.0 GLASS TYPE 'A' GLAZING DETAILS 13" MAX. TYP. AT HEAD/SILL A2 196 1/4" MAX. DOOR WIDTH CLUSTER OF 4 ANCHORS AT STILE ENDS �1 1 6" MAX. TYP. D/SILL CORN $ 'L. zoo Z N W = w 2 IL 44 3/4" MAX. DOOR HEIGHT FT - /IN- /IN NOTES: o_ w EXT. (+) INT. (-) 50" MAX. D.L. OPG. EXT. (+) Q Q 0 Q m 40.7 60.0 PANEL WIDTHFOR 50 MAX. 60.0 Q 7/16" OVERALL LAM. GLASS Q u V 56.7 c o 60.0 40.7 60.0 56.7 2) REFER TO SHEETS 6 OF 14 60.0 , 40.7 r 56.7 60.0 PANEL WIDTH FOR TYPICAL ANCHORS AND NOTES 40.7 m 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 2/6 3/0 3/6 4/0 =0 40.7 60.0 C2 p Q 60.0 40.7 60.0 O 0 W M Z J D 60.0 40.7 60.0 56.7 60.0 60.0 0, a 60.0 56.7 1 60.0 1 Q 60.0 q Q Q Q Q Q Q ° Q Q o �•`. STEEL REINFORCING AS REOD. B2 oxx ° nil o $ 'L. zoo Z N W = w 2 IL E,D 0A v 0 0 Q A C4 z N zz 0 C z jzw o a Z d o O O AWA a 4.d io Q c A o r N� 4 DOOR - TWO TRACK C � $ ; "OXXO" TYPICAL ELEVATION LAMINATED GLASS TESTED UNIT LARGE MISSILE IMPACT Al $ s` DESIGN LOAD CAPACITY - PSF GLASS TYPES 'A' OR 'B' 44 3/4" MAX. DOOR HEIGHT FT - /IN- /IN NOTES: o_ w EXT. (+) INT. (-) 50" MAX. D.L. OPG. EXT. (+) 1) REFER TO SHEETS 6 & 7 OF 14 2/6 3/0 3/6 4/0 4/6 4/11 m 40.7 60.0 PANEL WIDTHFOR 50 MAX. 60.0 TYPICAL CROSS-SECTION DETAILS. . V 56.7 c o 60.0 40.7 60.0 56.7 2) REFER TO SHEETS 6 OF 14 60.0 60.0 40.7 r 56.7 60.0 PANEL WIDTH FOR TYPICAL ANCHORS AND NOTES 40.7 m 56.7 60.0 60.0 60.0 E,D 0A v 0 0 Q A C4 z N zz 0 C z jzw o a Z d o O O AWA a 4.d io Q c A o r N� 4 DOOR - TWO TRACK C � $ ; "OXXO" TYPICAL ELEVATION LAMINATED GLASS TESTED UNIT LARGE MISSILE IMPACT Al $ s` DESIGN LOAD CAPACITY - PSF GLASS TYPES 'A' OR 'B' PANEL WIDTH NOMINAL FT./IN. DOOR HEIGHT FT - /IN- /IN STANDARD SILL 2-1/4" RIS 3" RISER EXT. (+) INT. (-) EXT. (+) IN (-) EXT. (+) INT. (-) 2/6 3/0 3/6 4/0 4/6 4/11 6/8 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 2/6 3/0 3/6 4/0 8/0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 1 60.0 1 60.0 60.0 N V (� O DOORS GLAZED WITH LAMINATED GLASS RATED FOR N o LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. MODUC'6 RENEWED saftscode A� No - 2©4'.1 G. By , Iuli.mi LPsde rambd Con PANEL MAX. D.L.O.: 3/0 X 6/8 = 32-3/4" X 74-3/4- 4/0 X 6/8 = 44-3/4" X 74-3/4- 4/11 X 6/8 =55-3/4" X 74-3/4- 310 X 8/0 = 32-3/4" X 90-3/4" 4/0 X 8/0 = 44-3/4" X 90-3/4" s" 7i d C y 41 o s F e° LL N Uj w m • G.i tri ,0.. ei see 5• � �0 a= L Grout of Minimum 5 Ksi TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 7/16 LAMINATED GLASS 1" Min. Edge Dist. 1" Min. Edge Dist. ( TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING NOTES: 1) REFER TO SHEET.5 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 7 OF 14 FOR HORIZONTAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 5 OF 14. FOR MAX. ANCHOR SPACINGS. X20 •° 14 � Mlk a' ie4' TAPCON or APPROVED EQUAL BY EOR ! P• w/ 1• MIN. EMBED. INTO 3.2 Ksi Conc. B 6' FRDM CORNERS & SEE ELEVATION AT SHEET 5 OF 14 FOR MAX. SPACING. TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 3/4" Min. Edge Dist. TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING METAL STRUCTURE ATTACHMENT DETAILS NOTE: 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: A) STEEL : Fy = 36 KSI MIN. (STEEL 12 GA. MIN. THICK = 0.105-) 8) ALUMINUM : 6063-T5 MIN. (ALUM. 0.078" MIN. THICK) 2BY Wood Buck Substrate or MIAMI-DADE COU Wood Structure w/ (SG) NIN APPR'0 MULLION Specific Of nVity= .55 min. (Typ.) SEE SEPARATE NOA °sI N 3 4" Min. Edge Dist. WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON IND. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELM AT SHEET 8 FOR SPACING ANCHOR TYPE CHART IN CONC. or MASONRY min. ANCHOR OPTIONS HEAD -SHL JAMB Embedment Edge Dist:. Concrete ELCO ULTRACON 1/4` 1/4" 1 3/4" 1" 2.85 Ksi BUILDEX 1/4" - 1 3/4" 4" 3.2 Ksi BUILDEX - 3/16" 1 3/4" 3" 3.2 Ksi 1" WEEP NOTCH AT EACH END ANCHOR OPTIONS HEAD -SHL JAMB Embedment Edge Dist. IZz W ODULT P` � co nplyir g with the Florida ELCO ULTRACON . 1/4" 1/4" 1 1/4" 1" .55 SG di>nsCotte A `�� BUILDEX t/4" 1/4" 1 1/4` 1' .55 SG ccept�ce No 12-20 — BUILDEX (Into 2X) #12 X112 1 1/4" 1" .55 SG 1Z4" DRILLFLEX SELF DRILLING SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1 M INTO APPROVED MULLIONS (NO SHIM SPACE) TYPICAL EDGE DISTANCE (1/4-) INTO CONCRETE AND MASONRY = 1" MIN. (ELCO ULTRACON) (1/4') INTO CONCRETE AND MASONRY = 4" MIN. (ITW BUILDEX) (3/16-) INTO CONCRETE AND MASONRY = 3" MIN. (ITW BUILDEX) INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. SEALANTS: FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT. 0 N6 r N ®®®�v •p ° *# ° t O I oN C I D ii 0 a CO Nom 0 Q o oma.. O, p tpnn O A x z m E d c N 1� '� 2 O L0 R (/5 •- c Z o 2 a�o�d � � 4 I azo CQ r.a V 4 Or o 4 4 d ' a j O CQ Ezi 0 dasctCoti�sl a � s N6 m N ®®®�v •p ° *# ° t O I oN C I ii .. •V N U E c N 1� '� L0 R 0 2 dasctCoti�sl a � s 1111111188y" 1, spa ®®®�v •p ° *# ° t AZ o '.v��i I oN O 0% ® N I ii Ol _ TYPICAL ANCHORS IN PAIRS^ C SEE ELEV. FOR SPACING PANEL WIDTH O 1/4" SHIM 1/4" SHIMO .-] Q MAX. m so 4 �.. z MAX. rn U w f"1 e , ° th I y D.L. OPG. s 16 I I D.L. OPG. 7 3 H a to O�. I I t° c� O 0 C a 3 6 I I c" to Q A '" i► IFF 2i fQ4 U) 3 . 1% In 23 — _ , — —112 23 Z A .100 24 �. .• N 6 16 — — — — — 16 6 4 a •.t'� a�D�o=. ` cQ cQ LJ 21 O O 17 N 11 9 25 25 a 10 e:' V 0 FV — — SCREENS OPTIONAL — — — — — — ; ' '. N c z L. OPG. D.L. OPG. �1 c,, C 1 O EXTERIOR 1 ey � o PANEL WIDTH WOOD BUCK W C 4D/2T - OXXO 5 0 0 DOOR WIDTH W w REFER TO SHEET 5 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. NOTES: 1 Q 2) REFER TO SHEET 6 OF 14 FOR VERTICAL CROSS–SECTION DETAILS. N 3) REFER TO SHEET 6 OF 14 1/4" SHIM FOR TYPICAL ANCHORS AND NOTES. 4) REFER TO SHEET 5 OF 14 PANEL WIDTH q 0 MAX. FOR MAX. ANCHOR SPACINGS. 1/4" SHIM 0 1A c MAX. 1 BY NN w 2a D.L.O. 9 6 n D.L. OPG. 7/ w000 eucK o ; i 6 6 i i 6 ^ v° o o N 110 3 w VA cl a o z 16 6 p Z v m e e ` 17 Z s 10 °a % bo •e°°eeeee°®••0 ® ®®® 04 01 63. 00 in SCREEN PTIONAL t C2 D.L. OPG. s�Op ° IP9 e CD EXTERIOR D � � ;Uj Uy PANEL WIDTH PRODUCTRENEWED as complying wm dw Florida ° 3D/2T - OXO Buflding 11 ��yy ff s e AtxeptanrCoNo �� 1�{,/�'• 1� DOOR WIDTH C 0 20/$ ®®0 �afiliale �® D _ TYPICAL ANCHORS IN PAIRS Miami Dade Product Con • Q SEE ELEV. FOR SPACING 1-1 09 a, W4 POCKET WALL 1 SEE NOTE #3. r (TYP.) X -RP or LP -X 1 m F �, 1 o ,,; x err THREE TRACK FRAME DOOR CONFIGURATIONS OF 1 MORE THAN FOUR PANELS USING STILE a0 -74 a0 COMBINATIONS SHOWN IN THESE DETAILS MAY w a a „ + \ALSO BE APPROVED (EXAMPLE 6D -3T XXXXXX). 1 tb t 1 f 1-1 09 a, W4 POCKET WALL 1 SEE NOTE #3. r (TYP.) X -RP or LP -X 1 m F �, 1 0 C C POCKET WALL SEE NOTE #3. (TYP.) r 7 XXX or RP -XXX or LP -XXX f , 1 , 1 ' 1 1 1 1 1 1 1 1 .. F m Y /��° a° ��r r!�� =jF 111,, m 1 O's. a- + 1 L I 0�1 1 r 7 XXXX or RP-XXXX or LP-XXXX or RP-XXXX-LP APPROVED CONFIGURATIONS WITH & WITHOUT POCKETS (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) 189 3/4 TEST DOOR WIDTH w/ SINGLE POCKET & NON -POCKET MAX. WIDTH 191 1/4" 13 1/4- MAX. TYP. CLUSTER OF AT HEAD/SILL AT STILECENDS 6" MAX. TYP. A3 `HEAD/SILL CORNERS T o a II a a a II II a a a a 1 p f r a a � XX or XX -RP or LP -XX or RP -XX -LP a �% a c� 0 C C POCKET WALL SEE NOTE #3. (TYP.) r 7 XXX or RP -XXX or LP -XXX f , 1 , 1 ' 1 1 1 1 1 1 1 1 .. F m Y /��° a° ��r r!�� =jF 111,, m 1 O's. a- + 1 L I 0�1 1 r 7 XXXX or RP-XXXX or LP-XXXX or RP-XXXX-LP APPROVED CONFIGURATIONS WITH & WITHOUT POCKETS (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) 189 3/4 TEST DOOR WIDTH w/ SINGLE POCKET & NON -POCKET MAX. WIDTH 191 1/4" 13 1/4- MAX. TYP. CLUSTER OF AT HEAD/SILL AT STILECENDS 6" MAX. TYP. A3 `HEAD/SILL CORNERS T a II a a a II II m 1 O's. a- + 1 L I 0�1 1 r 7 XXXX or RP-XXXX or LP-XXXX or RP-XXXX-LP APPROVED CONFIGURATIONS WITH & WITHOUT POCKETS (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) 189 3/4 TEST DOOR WIDTH w/ SINGLE POCKET & NON -POCKET MAX. WIDTH 191 1/4" 13 1/4- MAX. TYP. CLUSTER OF AT HEAD/SILL AT STILECENDS 6" MAX. TYP. A3 `HEAD/SILL CORNERS T a II a a a II II a a a a p p p a a C3 �/. D a �/• a �% E a �% a c� p a = 'n LU 0- a II a F1 a- 00 "� � a � �% a I=> a u p p a a a a a u a 7/16' OVERALL LAM. GLASS a STEEL REINFORCING a `AS REOD. a o a u B4 a a Ll X 83 a a x II II X a u a x a :E:::= I 43 1/2" MAX. 48 3/4" MAX. DA _ nac_ PANEL MAX. D.L.O.: 3/0 X 6/8 = 31-1/2" X 74-1/4" 4/0 X 6/8 = 43-1/2" X 74-1/4" 3/0 X 8/0 = 31-1/2" X 90-1/4- 4/0 X 8/0 = 43-1/2" X 90 -1/4 - BULB VINYL 17 BULB VINYL -@ 7 13/16" HEAT STREWD GLASS 3/16" HEAT STREN'D GLASS PVB Interloyer 090 PVB INTERLAYER CP-Soflex & Soflex HP0:OLl1TIA, Inc. or ti Dupont Butocite or wt Butocite by: E.I. �,, (') DuPont-SentryGloss byit t DeNemours & Co. Inc. � E.I. DuPont DeNemours & Co., Inc g6" HEAT STREN'D GLASS to3/16" HEAT STREN'D GLASS ILICONE N SILICONE OW CORNING 899 DOW CORNING 899 GLASS TYPE 'ACLASS TYPE 'B' GLAZING DETAILS 49 1/8" MAX. 4 DOOR - THREE TRACK "XXXX" TYPICAL. ELEVATION TESTED UNIT POCKET WALL --SEE NOTE #3. (TYP.) i I 1 1 1 , 1 I / L 0_ c r I � 4 1 1 1 1 1 r- I 1 . 1 1 L 1 I 1 � 1 i'_.. ... 1 (D 1 In I � 0 1 z I- �iXU I I ! m L � 1 NOTES. 1) REFER TO SHEETS 9, 10 & 11 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 2) REFER TO SHEETS 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 3) FOR POCKET WALLS SEE GENERAL NOTES #15 & 16 AT SHEET 1 OF 14. - E rn O � v d M 00 Gi y.40 0 Q C 0 A at In. z� ! w J Z C Qj A a�o�� z o NI 1l N m a DOORS GLAZED WITH LAMINATED GLASS RATED FOR N E LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. r N N -0 PSF (3" SILL) LAMINATED GLASS ; GLASS TYPE '13' LARGE MISSILE IMPACT m kET. TY �- PSF (2 1/4" SILL) DP CAPACITY - NOMINAL DOOR SIZESE 'A' GLASS TYPE 'B' GLASS TYPE 'A' WIDTH HEIGHT FT./IN. FT./IN. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 8/0 (2DR) 8/0 56.7 68.0 56.7 68.0 68.0 68.0 68.0 68.0 (W/ 1 STEEL) 8/0 SDR) 8/0 56.7 68.0 56.7 68.0 68.0 68.0 ()68.0 ()68.0 (W/ 2 STEEL) * * 12/0 (3DR) 8/0 56.7 68.0 56.7 68.0 - - 68.0 68.0 (W/ 1 STEEL) 12/0 (3DR) 8/0 56.7 68.0 56.7 68.0 68.0 68.0 (*)68.0 (*) 68.0 (W/ 2 STEEL) 16/0 (4DR) 8/0 53.3 60.0 53.3 60.0 60.0 60.0 60.0 60.0 as i (W/ 1 STEEL) 16/0 2 SDR) 8/0 53.3 68.0 53.3 68.0 68.0 68.0 68.0 68.0 (W/ 2 STEEL) (*) 2dr/3dr DOORS MEET +76.7 & -78.0 DP w/ "Dupont 0.090" SGP )DUI T RLINEWED om 1*8 with the Fimida lep�tancs N612 -12C � ° o 111,111 off, G+,q•�.....ogee CQ �za CQGoz a z 14 94 o a Z O o Cv rn A sNs z GLASS TYPE 'ACLASS TYPE 'B' GLAZING DETAILS 49 1/8" MAX. 4 DOOR - THREE TRACK "XXXX" TYPICAL. ELEVATION TESTED UNIT POCKET WALL --SEE NOTE #3. (TYP.) i I 1 1 1 , 1 I / L 0_ c r I � 4 1 1 1 1 1 r- I 1 . 1 1 L 1 I 1 � 1 i'_.. ... 1 (D 1 In I � 0 1 z I- �iXU I I ! m L � 1 NOTES. 1) REFER TO SHEETS 9, 10 & 11 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 2) REFER TO SHEETS 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 3) FOR POCKET WALLS SEE GENERAL NOTES #15 & 16 AT SHEET 1 OF 14. - E rn O � v d M 00 Gi y.40 0 Q C 0 A at In. z� ! w J Z C Qj A a�o�� z o NI 1l N m a DOORS GLAZED WITH LAMINATED GLASS RATED FOR N E LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. r N N -0 PSF (3" SILL) LAMINATED GLASS ; GLASS TYPE '13' LARGE MISSILE IMPACT m kET. TY �- PSF (2 1/4" SILL) DP CAPACITY - NOMINAL DOOR SIZESE 'A' GLASS TYPE 'B' GLASS TYPE 'A' WIDTH HEIGHT FT./IN. FT./IN. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 8/0 (2DR) 8/0 56.7 68.0 56.7 68.0 68.0 68.0 68.0 68.0 (W/ 1 STEEL) 8/0 SDR) 8/0 56.7 68.0 56.7 68.0 68.0 68.0 ()68.0 ()68.0 (W/ 2 STEEL) * * 12/0 (3DR) 8/0 56.7 68.0 56.7 68.0 - - 68.0 68.0 (W/ 1 STEEL) 12/0 (3DR) 8/0 56.7 68.0 56.7 68.0 68.0 68.0 (*)68.0 (*) 68.0 (W/ 2 STEEL) 16/0 (4DR) 8/0 53.3 60.0 53.3 60.0 60.0 60.0 60.0 60.0 as i (W/ 1 STEEL) 16/0 2 SDR) 8/0 53.3 68.0 53.3 68.0 68.0 68.0 68.0 68.0 (W/ 2 STEEL) (*) 2dr/3dr DOORS MEET +76.7 & -78.0 DP w/ "Dupont 0.090" SGP )DUI T RLINEWED om 1*8 with the Fimida lep�tancs N612 -12C � ° o 111,111 off, G+,q•�.....ogee CQ �za CQGoz a z 14 94 o a Z O o Cv rn A sNs z NOTES. 1) REFER TO SHEETS 9, 10 & 11 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 2) REFER TO SHEETS 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 3) FOR POCKET WALLS SEE GENERAL NOTES #15 & 16 AT SHEET 1 OF 14. - E rn O � v d M 00 Gi y.40 0 Q C 0 A at In. z� ! w J Z C Qj A a�o�� z o NI 1l N m a DOORS GLAZED WITH LAMINATED GLASS RATED FOR N E LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. r N N -0 PSF (3" SILL) LAMINATED GLASS ; GLASS TYPE '13' LARGE MISSILE IMPACT m kET. TY �- PSF (2 1/4" SILL) DP CAPACITY - NOMINAL DOOR SIZESE 'A' GLASS TYPE 'B' GLASS TYPE 'A' WIDTH HEIGHT FT./IN. FT./IN. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 8/0 (2DR) 8/0 56.7 68.0 56.7 68.0 68.0 68.0 68.0 68.0 (W/ 1 STEEL) 8/0 SDR) 8/0 56.7 68.0 56.7 68.0 68.0 68.0 ()68.0 ()68.0 (W/ 2 STEEL) * * 12/0 (3DR) 8/0 56.7 68.0 56.7 68.0 - - 68.0 68.0 (W/ 1 STEEL) 12/0 (3DR) 8/0 56.7 68.0 56.7 68.0 68.0 68.0 (*)68.0 (*) 68.0 (W/ 2 STEEL) 16/0 (4DR) 8/0 53.3 60.0 53.3 60.0 60.0 60.0 60.0 60.0 as i (W/ 1 STEEL) 16/0 2 SDR) 8/0 53.3 68.0 53.3 68.0 68.0 68.0 68.0 68.0 (W/ 2 STEEL) (*) 2dr/3dr DOORS MEET +76.7 & -78.0 DP w/ "Dupont 0.090" SGP )DUI T RLINEWED om 1*8 with the Fimida lep�tancs N612 -12C � ° o 111,111 off, G+,q•�.....ogee CQ �za CQGoz a z 14 94 o a Z O o Cv rn A sNs z NI 1l N m a DOORS GLAZED WITH LAMINATED GLASS RATED FOR N E LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. r N N -0 PSF (3" SILL) LAMINATED GLASS ; GLASS TYPE '13' LARGE MISSILE IMPACT m kET. TY �- PSF (2 1/4" SILL) DP CAPACITY - NOMINAL DOOR SIZESE 'A' GLASS TYPE 'B' GLASS TYPE 'A' WIDTH HEIGHT FT./IN. FT./IN. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 8/0 (2DR) 8/0 56.7 68.0 56.7 68.0 68.0 68.0 68.0 68.0 (W/ 1 STEEL) 8/0 SDR) 8/0 56.7 68.0 56.7 68.0 68.0 68.0 ()68.0 ()68.0 (W/ 2 STEEL) * * 12/0 (3DR) 8/0 56.7 68.0 56.7 68.0 - - 68.0 68.0 (W/ 1 STEEL) 12/0 (3DR) 8/0 56.7 68.0 56.7 68.0 68.0 68.0 (*)68.0 (*) 68.0 (W/ 2 STEEL) 16/0 (4DR) 8/0 53.3 60.0 53.3 60.0 60.0 60.0 60.0 60.0 as i (W/ 1 STEEL) 16/0 2 SDR) 8/0 53.3 68.0 53.3 68.0 68.0 68.0 68.0 68.0 (W/ 2 STEEL) (*) 2dr/3dr DOORS MEET +76.7 & -78.0 DP w/ "Dupont 0.090" SGP )DUI T RLINEWED om 1*8 with the Fimida lep�tancs N612 -12C � ° o 111,111 off, G+,q•�.....ogee CQ �za CQGoz a z 14 94 o a Z O o Cv rn A sNs z kET. TY �- PSF (2 1/4" SILL) DP CAPACITY - NOMINAL DOOR SIZESE 'A' GLASS TYPE 'B' GLASS TYPE 'A' WIDTH HEIGHT FT./IN. FT./IN. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 8/0 (2DR) 8/0 56.7 68.0 56.7 68.0 68.0 68.0 68.0 68.0 (W/ 1 STEEL) 8/0 SDR) 8/0 56.7 68.0 56.7 68.0 68.0 68.0 ()68.0 ()68.0 (W/ 2 STEEL) * * 12/0 (3DR) 8/0 56.7 68.0 56.7 68.0 - - 68.0 68.0 (W/ 1 STEEL) 12/0 (3DR) 8/0 56.7 68.0 56.7 68.0 68.0 68.0 (*)68.0 (*) 68.0 (W/ 2 STEEL) 16/0 (4DR) 8/0 53.3 60.0 53.3 60.0 60.0 60.0 60.0 60.0 as i (W/ 1 STEEL) 16/0 2 SDR) 8/0 53.3 68.0 53.3 68.0 68.0 68.0 68.0 68.0 (W/ 2 STEEL) (*) 2dr/3dr DOORS MEET +76.7 & -78.0 DP w/ "Dupont 0.090" SGP )DUI T RLINEWED om 1*8 with the Fimida lep�tancs N612 -12C � ° o 111,111 off, G+,q•�.....ogee CQ �za CQGoz a z 14 94 o a Z O o Cv rn A sNs z (*) 2dr/3dr DOORS MEET +76.7 & -78.0 DP w/ "Dupont 0.090" SGP )DUI T RLINEWED om 1*8 with the Fimida lep�tancs N612 -12C � ° o 111,111 off, G+,q•�.....ogee CQ �za CQGoz a z 14 94 o a Z O o Cv rn A sNs z CQ �za CQGoz a z 14 94 o a Z O o Cv rn A sNs z sNs z M 1 " Min. 1/4' TAPCON or APPROVED EQUAL BY EOR TYPICAL ANCHORS IN PAIRS Edge Dist. W/ 1 3/4' MIN. EMBED. INTO 3.2 Ksi Conc.SEE ELEV. FOR SPACING nil a @ 6' FROM CORNERS & SEE ELEVATION AT 00 M t0 to tiJ ay SHEET B OF 14 FOR MAX. SPACING. � NO m 39 0 Vo ° ed•a °' ° o •d ° e. 4 ' '° ° d° a v i ° ° e ° e d `� J 2E 0 �i�i'`:;t• 1/4 MAX. —� .- a GAP a Lull� © O s r I rte' r -miIBIIGIH W II I W I � III H P.T. BUCK TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 7/16' -LAMINATED GLASS NOTES: 1) REFER TO SHEET 8 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEETS 10 & 11 OF 14 FOR HORIZONTAL CROSS-SECTION DETAILS 3) REFER TO SHEET 8 OF.. 14 FOR MAX. ANCHOR SPACINGS. W N to U I-- Q = _ of a to W to N mt >W _j r_ to -•1 N M = 1/8" SILL RISER ADHERED WITH fn n CLEAR SILICONE FULL W LENGTH OF UNIT SILL CAULKING I„ eJ IfI- III 7v� °j•t• �e..ti ns: riy `: v ..ti 4 . .o 4,*" ° n d A d• - a1 tom; 4; ,..a; 20 �,y 1• A e, •'e,.: d, a �• , .,..d . A e a, 1/4' TAPCON or APPROVED EQUAL BY EOR v •'� a 39 ` ' W/ V MIN. EMBED. INTO 3.2 Ksi Conc. @ 6' FROM CORNERS B SEE ELEVATION AT SHEET ZNon-Shrink, Non -Metallic 8 OF 14 FOR MAX. SPACING. Grout of Minimum 5 Ksi TYPICAL ANCHORS 2 PER CLIP I I I I I I I o I I I I I I I Substrate or F/ (SG) .55 min. (TYP.) METAL TYPICAL ANCHORS IN PAIRS STRUCTURE SEE ELEV. FOR SPACING 71 IN r - METAL STRUCTURE ATTACHMENT DETAILS NOTE: 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. METAL AL ANCHORS IN PAIRS 2 A STEELT: FT = 36 KSI MIN, ELEV. FOR SPACING ) Y = 3 (STEEL 12 GA. MIN. THICK 0.105") B) ALUMINUM : 6063-T5 MIN. (ALUM. 0.078" MIN. THICK) \ MIAMI-DAOE COON APPR'0 MULLION SEE SEPARATE NOA — I WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON IND. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. AT SHEET 8 FOR SPACING ANCHOR TYPE CHART IN CONC. or MASONRY min. WCHOR OPTIONS HEAD-SH11 JAMB 19mbedmenqEdge Dist. Conoret ELCO ULTRACON 1/4" 1/4" 1 1 3/4" 11" 2.85 Ksi BUILDEX 1/4" - 1 1 3/4" 4" 3.2 Ksi SUILDEX - 3/16" 1 3/4" 3" 13.2 Ksi - -- ---- PRODUCT RENEWED O ANCHOR OPTIONS HEAD-SU.L JAMB Embedment Edge Disk. 2x hood as emnIfting with the Florida a ELCO ULTRACON 1/4" 1/4" 1 1/4" t" .55 SG Acwp1tg Code ACE£18te41� No — BUILDEX 1/4" 1/4" 1 1/4" 1" .55 SG S.M.S. (Into 2X) 012 #12 1 1/4" 1" .55 1/4" DRILLFLEX SELF DRILLING SCREWS Mie - INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #10 Sm INTO APPROVED MULLIONS (NO SHIM SPACE) TYPICAL EDGE DISTANCE (1/4') INTO CONCRETE AND MASONRY = 1" MIN. (ELCO ULTRACON) (1/4') INTO CONCRETE AND MASONRY = 4" MIN. (ITW BUILDEX) (3/16') INTO CONCRETE AND MASONRY = 3" MIN. (ITW BUILDEX) INTO WOOD STRUCTURE = I" MIN. INTO METAL STRUCTURE = 3/4" MIN. SEALANTS: FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT, 0 W z I QC � �• o°.....aoa°oo�0®�®® v* o � O C�2 nil a 00 M t0 to tiJ ay O � NO m G�.1 0 Vo IoM Z A a w `� J 2E 0 ))rn� rn .- a e o a coo M a t0 z0 o A 134 a � aJ 14 '~�1 � o a W > L C) pG [•, � CV � x - -- ---- PRODUCT RENEWED O ANCHOR OPTIONS HEAD-SU.L JAMB Embedment Edge Disk. 2x hood as emnIfting with the Florida a ELCO ULTRACON 1/4" 1/4" 1 1/4" t" .55 SG Acwp1tg Code ACE£18te41� No — BUILDEX 1/4" 1/4" 1 1/4" 1" .55 SG S.M.S. (Into 2X) 012 #12 1 1/4" 1" .55 1/4" DRILLFLEX SELF DRILLING SCREWS Mie - INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #10 Sm INTO APPROVED MULLIONS (NO SHIM SPACE) TYPICAL EDGE DISTANCE (1/4') INTO CONCRETE AND MASONRY = 1" MIN. (ELCO ULTRACON) (1/4') INTO CONCRETE AND MASONRY = 4" MIN. (ITW BUILDEX) (3/16') INTO CONCRETE AND MASONRY = 3" MIN. (ITW BUILDEX) INTO WOOD STRUCTURE = I" MIN. INTO METAL STRUCTURE = 3/4" MIN. SEALANTS: FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT, 0 W z I QC � �• o°.....aoa°oo�0®�®® v* CIFD H 02 nil a v' o d' k. •°° oo�lJearrta 411s1� A WOOD BUCKS NOT BY LAWSON IND. 0 WOOD BUCKS NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS e• 3D/3T — XXX 7/1�6'-H.S_ LAMINATED GLASS v CLEAR SILICONE ADHESIVE %BEDDING COMPOUND SCREEN DOOR PANEL (OPTIONAL) l L J�� EXTERIOR DOOR WIDTH (96') 2D/2T — XX 1/4- GAP MAX. EXTERIOR GRADE— PERIMETER CAULKING •e 0 NS. epi o N- c C 9 •3 O N E �to 4a lV z 0 e. � d i 4 ° N O moQ A OZ o • q 'v 25 B12 X 2' F H./PHI.-S.M S. W/ 2 1 1/4' MIN. EMBED. INTO 2X 2 STEEL @ARS REQD. ON -- P.T. WOOD BUCK CSEE SHEET •9 SIZES AS LISTED IN DP FOR FASTENER NOTES AND CHART W/ PRESSURES ELEVATION AT SHEET t 8 FOR SHOWN ON SHEET 8 OF 14 FOR FASTENER SPACING ) SIZES AS LISTED IN OP CHART W/ PRESSURES SHOWN ON SHEET 8 OF 14 NOTES: 1) REFER TO SHEET 8 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 9 OF 14 FOR VERTICAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) REFER TO SHEET 8 OF 14 ° FOR MAX. ANCHOR SPACINGS. 4. e '1112 X 2' F.H./PHI: S.M.S. W/ �1 1/4' MIN. EMBED. INTO 2X P.T. WOOD BUCK CSEE SHEET N9 FOR FASTENER NOTES AND ELEVATION AT SHEET N 8 FOR FOR FASTENER SPACING > 2X .T. n CF ti e. PRODUCTRENEWM K; -F.;!j as complyingwrita 8dte Flaidt Buildingcotic Z�®� a �2 •- n ': ^ Acceptance Ido Z..yrn a9j cMisw.4. Ct Coi= 0 NS. epi o N- c C 9 •3 O N E �to 4a lV z 0 ODv � C o W N t�0 N O moQ A OZ o 3 LA. M q 'v � Z do 5) Gtn c c a W d .ZI cv a z o A o i6 M�' •j�j W pm �$ cm 0.c� ® � e c a Ocv ti 6 �4e d � e� ® "`�®� o�•.� o pie � o 6� ooE ®� rx U � x x z�50 _ W a o aoc 64 F 0a � z � cn 0 NS. epi o N- c C 9 •3 O N E lV 0 � C o W M z ¢ c c a d .ZI ®®0®DpB�6BA9010�®®�® mom•®� 1� • o i6 M�' •j�j W pm �$ cm 0.c� ® � e c 4062 ' c j e _RavCA ® ow R`a ®oro" ti 6 �4e d � e� ® "`�®� o�•.� o pie oe®p o 6� ooE ®� rx mm EXTERIOR GIfADE PERIMETER CAULKING TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1/4" MAX. SHIM METAL STRUCTURE TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1/4" MAX. 171 00 0 °� o e e' BOin O A mM FOR POCKET WALLS 3 .� d a•, SEE G NE6RAL NOTES Z t Z (D Q AT 1 SHEET 1 OF 14. gn W = y •-+ ao 2 IL ,Z O CO cv ------ Zi V 25 - Z � z N �~ w�D0 C3 W d o 0 A ________- ti x Ncv k = =�� z SCREENS OPTIONAL - - - - - " EXTERIOR POCKET DEPTH o c TEST DOOR WIDTH (190 5/81: c N$ 4D/3T — XXXXP NOTES: 1) REFER TO SHEET 8 OF 14 _METAL STRUCTURE ATTACHMENT DETAIL NOTE: 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: A) STEEL : Fy = 36 KSI MIN. (STEEL 12 GA. MIN. THICK - 0.105") 8) ALUMINUM : 6063-T5 MIN. (ALUM. 0.078" MIN. THICK) FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 9 OF 14 FOR VERTICAL CROSS-SECTION DETAILS. ---- 3) REFER TO SHEET 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) REFER TO SHEET 8 OF 14 FOR MAX. ANCHOR SPACINGS. f 77 (E- 2 SCREEN DOOR PANEL (OPTIONAL) PRODUCTRENEVMD as complying wiIhft Florida Building Glue ta Accepnce NO l2 — �. I Z .a o �to /fig Mi.:nu Dade Prodi+ci: Cmi>Yra #12 X 1 3/4' F.H./PHI. SMS \ W/ 1 1/4' MIN. EMBED. INTO 1/4- MAX. 14 4i 2X P.T. WOOD BUCK 11111 if ( SEE OPTIONAL INSTALLATION X%%wwwavew ® S®� SHIM eoeO`�eee%•P®®� DETAILS AT SHEET 12 OF 14) a 1/4' TAPCON or APPROVED EQUAL BY EOR :L. B; y ® p �� go I I Igoaw 39 N W/ 1 3/4' MIN. EMBED. INTO 3.2 KsI Cone. NOTE: e 6' FROM CORNERS & SEE ELEVATION AT CLEAR SILICONE ADHESIVE STEEL BARS REOD. AS SHEET 8 OF 14 FOR MAX. SPACING. BEDDING COMPOUNDI LISTED IN DP CHART W/ I 33 PRESSURES SHOWN ON 31 16 H SHEET 8 OF 14 13 37 - ---------^----------------------------------- 7 ------- ------------- 9 - 16 26--- - ---- -------- 6------- ------------------ CCEAR"SII.iCDRE-ADFlESIVE------------------------------- -- ----- --- ------- --------- BEDDING COMPOUND I 16 7 I - 17 B 6 F1 r 17. 30. -EE I e 25 ' EXTERIOR GIfADE PERIMETER CAULKING TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1/4" MAX. SHIM METAL STRUCTURE TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1/4" MAX. 171 00 0 °� o e e' BOin O A mM FOR POCKET WALLS 3 .� d a•, SEE G NE6RAL NOTES Z t Z (D Q AT 1 SHEET 1 OF 14. gn W = y •-+ ao 2 IL ,Z O CO cv ------ Zi V 25 - Z � z N �~ w�D0 C3 W d o 0 A ________- ti x Ncv k = =�� z SCREENS OPTIONAL - - - - - " EXTERIOR POCKET DEPTH o c TEST DOOR WIDTH (190 5/81: c N$ 4D/3T — XXXXP NOTES: 1) REFER TO SHEET 8 OF 14 _METAL STRUCTURE ATTACHMENT DETAIL NOTE: 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: A) STEEL : Fy = 36 KSI MIN. (STEEL 12 GA. MIN. THICK - 0.105") 8) ALUMINUM : 6063-T5 MIN. (ALUM. 0.078" MIN. THICK) FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 9 OF 14 FOR VERTICAL CROSS-SECTION DETAILS. ---- 3) REFER TO SHEET 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) REFER TO SHEET 8 OF 14 FOR MAX. ANCHOR SPACINGS. f 77 (E- 2 SCREEN DOOR PANEL (OPTIONAL) PRODUCTRENEVMD as complying wiIhft Florida Building Glue ta Accepnce NO l2 — �. I Z .a o �to /fig Mi.:nu Dade Prodi+ci: Cmi>Yra M 14 4i s 11111 if X%%wwwavew ® S®� _ L Efft,, eoeO`�eee%•P®®� IIS a e'tLe „q :C0 cal :L. B; y ® p �� go I I Igoaw L I, fA e z VOL e9 a eeee V � I on II H TATMWIDTnD EXTERIOR' 2 ss 1/4"`MAX` 1 3/4" MIN. NOTE. - - 1. FOR ANCHOR TYPES SEE NOTES AT SHEETS 3. 6, & 9. 2. FOR POCKET WALLS SEE GENERAL NOTES #15 & 16 AT SHEET 1 OF 14. TYPICAL ANCHORS AT 8" O.C. SEE ELEV. FOR SPACING TYPICAL ANCHORS SAT 8" O.C. SEE ELEV. FOR SPACING - 1 3/4" MIN, INTERIOR zN g � ZREO WW1STEEL BARON SIZES LISTED W/ DP 6( D ABOVE F1 . to to o Q SGD-0200 BILL OF MATERIALS — 2 & 3 TRACK FRAME ITEM # PART If Durometer Hardness "A",10 sec QTY. DESCRIPTION REMARKS 1 L=9211 Tensile Strength, PSI 1 2 TRACK FRAME HEAD 6063-T6 ALUMINUM 1.2 L-9211 A 1 2 TRACK FRAME HEAD (Multi -Slide) 6063-T6 ALUMINUM 2 L-9206 `2. FPVC-White: Compound No. 7267-76 1 2 TRACK FRAME SILL 6063-T5 ALUMINUM 3 L-9212 75 2 2 TRACK FRAME JAMB 6063-T5 ALUMINUM 4 L-9204 1 X PANEL PANEL TOP RAIL 6063-T5 ALUMINUM 5 L-9205 1 X PANEL PANEL BOTTOM RAIL 6063-T5 ALUMINUM 6 L-9201 1 PANEL LOCK STILE 6063-T6 ALUMINUM 7 L-9202 Z 1 PANEL INTERIOR INTERLOCK 6063-T6 ALUMINUM 8 L-9203 1 PANEL EXTERIOR INTERLOCK 6063-T6 ALUMINUM 9 L-9207 1 PANEL ASTRAGAL 6063-T6 ALUMINUM 10 L-9209 AS REQ'D. ALUMINUM GLAZING BEAD 6063-T5 ALUMINUM 11 L-9214 fr 1 3 TRACK FRAME HEAD 6063-T6 ALUMINUM 12 L-9208 1 3 TRACK FRAME SILL 6063-T5 ALUMINUM 13 L-9213 2 3 TRACK FRAME JAMB 6063-T5 ALUMINUM 14 PWS -016 AS REQ'D. BOTTOM RAIL WTS'P ULTRAFAB #QB6757DK 15 PWS -009 AS REQ'D. PANEL TOP RAIL WTS'P .187'x.310" (7830-6001-1) 16 PWS -003 AS REQ'D. FIN SEAL WEATHERSTRIP .187•x.210'. (7820-6001-9) 17 VWS-004 AS REQ'D. BULB VINYL (FPVC) 1/4' O,D. 18 L-9016 2 SELF ADHESIVE PILE PAD 13/16' X 1 1/2' : 19 HC -046 2 MVG. PANEL TANDEM ROLLER 2 X EA. MVG. BOT. RAIL 20 FS -003 2 ROLLER ATTACHMENT SCREW #8 X 1/2' F.H./PHIL. 21 AR -008 2X PANEL PANEL 'C' TRACK CLIP 6063-T6 ALUMINUM 22 FS -042 AS READ. 'C' TRACK ATTACHMENT SCREW #10 X 1' SMS F.H./PHIL. 23 L-9018 1 X ANCHOR FIXED PANEL JAMB CLIP 6063-T5 ALUMINUM 24 FS -011 1 X CLIP FIXED PANEL CLIP SCREW #10 X 5/8' PH/PHIL- 25 AR -020 x INTERLOCK STEEL REINFORCEMENT 1/2' X 1 1/4' (36 KSI) 26 AR -021 x ASTRAGAL STEEL REINFORCEMENT 1/2' X 1 1/2' (36 KSI) 27 AR -024 x INTERLOCK STEEL REINFORCEMENT 3/8' X 1' (36 KSI) 28 HC -047 1 MORTISE LOCK HARDWARE W/ HANDLES 8 KEEPER 29 x 1 x Panel 7/16' Laminated H.S. Glass See Glazing Details 30 L-9022 ASTRAGAL PANEL SILL CLIP 6063-T5 ALUMINUM 31 L-9215 1 POCKET JAMB HOOK 6063-T6 ALUMINUM 32 SM -5731 x NEUTRAL CURE SILICONE Schnee -Morehead 5731 33 DC -899 AS REQ'D. NEUTRAL CURE SILICONE Dow Corning 899 34 x x NEUTRAL CURE SILICONE Tremco Spectrem 2 35 HC -045 2 NYLON PLUG ( .480' HOLE) RIGID PVC 36 HC -043 2X PANEL NYLON TOP GUIDE RIGID PVC 37 FS -005 AS REQ'D. FRAME ASSEMBLY SCREWS #8 X 1/2' P.H. PHILLIPS 38 FS -013 AS REQ'D. PANEL ASSEMBLY SCREWS #10 X 1' P.H. PHILLIPS 39 FS -014 AS READ. INSTALLATION SCREWS #12 X 1 3/4' F.H./PHIL. 40 PL 75.6020 AS REQ'D. GLAZING SETTING BLOCK SOFT PVC 1/8' x 1/8' x 2'L. 41 x - SCREEN PANEL x 42 SM -5504 AS REQ'D. JOINT SEALANT Schnee -Morehead 5504 43 x IN PERIMETER CAULKING OSI POLYSEAMSEAL 44 x 1 PRODUCT LABEL x TATMWIDTnD EXTERIOR' 2 ss 1/4"`MAX` 1 3/4" MIN. NOTE. - - 1. FOR ANCHOR TYPES SEE NOTES AT SHEETS 3. 6, & 9. 2. FOR POCKET WALLS SEE GENERAL NOTES #15 & 16 AT SHEET 1 OF 14. TYPICAL ANCHORS AT 8" O.C. SEE ELEV. FOR SPACING TYPICAL ANCHORS SAT 8" O.C. SEE ELEV. FOR SPACING - 1 3/4" MIN, INTERIOR zN g � ZREO WW1STEEL BARON SIZES LISTED W/ DP 6( D ABOVE F1 . to to o Q tea.• PHYSICAL ASTM NO. Durometer Hardness "A",10 sec 75 D-2240 Specffic Grviaty o oto Tensile Strength, PSI O D-638 Ultimata Ebnption, % aaM D-638 A z D-638 3 Z., `t D-746 `2. FPVC-White: Compound No. 7267-76 c o PHYSICAL ASTM NO. DmoniderHardwss "A",10 sec 75 D-2240 z 0 o D-792 Tensile Strength, PSI 1640 in Co�a Ultimate Elongation % t% �n Modulo @ 100"/o Elongation, PSI 765.0 Bre hvm Brittleues% -30.0 ce C� 1 _o 3 Z � d a1 0 fr EXTERIOR F POCKET DOOR. HOOK ATTACHMENT DETAILS Flexible VInVt FPVC Co asitlon -Team Plasties Inc. *1. FPVC:Bladc Compound No. 7200-75 d W 0 PHYSICAL ASTM NO. Durometer Hardness "A",10 sec 75 D-2240 Specffic Grviaty 1.45 D-792 Tensile Strength, PSI 1640 D-638 Ultimata Ebnption, % 340.0 D-638 Modulus@ 100'/oMongsdoo, PSI 765.0 D-638 hnvW Brkdeness, -31.0 D-746 `2. FPVC-White: Compound No. 7267-76 c o PHYSICAL ASTM NO. DmoniderHardwss "A",10 sec 75 D-2240 Specific Gravity 1.45 D-792 Tensile Strength, PSI 1640 D-638 Ultimate Elongation % 325.0 D-638 Modulo @ 100"/o Elongation, PSI 765.0 D-638 hvm Brittleues% -30.0 D•746 PRODUCT RL_M WD as oomplying with the Floridan L3uildinB Ccde .. /O amirttiop I�a� ! 2 t F.xniratio}t DaW Miam'T3 a product Cola -m% . �a 1,4 N d W 0 W c o C NCL N �• e t) o N tl Y « c o � z & z p _o 3 d a1 3 -°j 1.000 f-.0 I � 38 062 1.000 78 0 .062 o e d 1.594 � .376 FRAME HEAD�� 3.500 y o o v 00`0 0 -3.r.650 I 1.218 ° q �' L M � Z y 3 � zrU2 9$ 1.000 '� z° 1.500 N W = q a II I 00 2 CL 0 TWO TRACK HEAD 1.594 ® - .6871 ( tS -4 CQ i AT SHEETS 8, & 9. Z A z MULTI -SLIDE FRAME HEAD FRAME JAMB CQ PANEL TOP CORNER p- a .090 ! 12 1.687 FRAME TOP CORNER � e '1 .094 U �zw 2.250 1.132 .062 os2 1590. 1,750 TWO TRACK FRAME 01 0 .5591 I 150 a C O ca T- 4.154---�1 L1.619. (1 O z 7 O o FRAME SILL �� jJf ca INTERIOR INTERLOCK .890 .390 1.619 Z C 062 1.241 2.000 2.798 LV° 2.039 1.590 `" o 062 .062 1.132 PANEL BOTTOM CORNER •w $ .890 L I 094 01 9 E O �1.197�1.687 o CA PANEL TOP RAIL PANEL BOTTOM RAIL EXTERIOR INTERLOCK c:, 2.686 37 � 3 � w x.180 .844 2.280--�j C-5 m ° i I I .094 I c FRAME BOTTOM CORNER •o $ 1 .88 1.044 .062 1.617 dAw 1.710 ��pQ6U°uycaay�© .616 1.842 �`��®®® GLASS STOP 10 ®`° 4��°° ° • `°'�� '� I LOCK STILE © 1.655 to fco.oco 9 H �� •° f�.. 1 531 .580 ASTRAGAL STILE a a LdLO .524 0: �,�enl pRODUC'1i RFIEWED z 875 3.000 as complying wit i ft Florida 070 Building Code _ o ®e • •.' �(/ o� L1.250J .125 �I Acceptance No Y ��. H c 0 °• •° r, 23 1.142 30 .124!;Pp A FIXED PANEL CLIP ASTRAGAL RETAINER SILL RISER �gigrni pude Froduot Cora is W0— W O O 0 �p� .0 00 O W Nrrl 1 O -p OD O = CD O� O — o O w x- O 0 71 to P OD to N V S fn son ? 2 r _ 0 O ;0N 0 rn p 0 O � O 0 O O O O OV p —o�jL�—Ml rri CF) -n Z00 0 V L LLn 0=7---�I1 0 O O Cu rn x Z Z a w V n w V n g �agd AllC -- _N p 00 . N P THOKA S I�0 55220 A Revises NOA 12-0127.24 & 12-0127.06 & to include Multi—Slide door nets w/ or LAWSON8501 N.W. 90 ST. OF4'u w/o pockets and to Comp w 2010 FSC MEDLEY, FLORIDA 33166 • � 8 �®gym / I i� ST IES INC. PH No. (305) 696-8660 a••• °° °` ,��®9 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS N. ERAZO op/m/12 SGD-9200 ALUMINUM SLIDING GLASS DOOR (L.M.I.) +.nc N 15 2013 ft °ate Resited EXTRUSION DETAILS, REINFORCEMENTS & FRAME CORNER ASSEMBLY DETAILS �,. , DATE._ ___________ �"' sem °'mubw L9200-1201 I cheek 14 OF 14 THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT :a AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE ANCHOR/CLIP COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. c HORIZONTAL MULLION ,p o RECTANGULAR ALUMINUM TUBE MULLIONS �_ � a GLAZING USING MULE ION PROPERTIES ONLY to 3 PRODUCT 3 '^ 00 v to o f.,•.- + N `• .,-•,� GENERAL NOTES: 0 o' .. 3 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE 3 .�M.. y inz :,4 �•,,f REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING + N HIGH VELOCITY HURRICANE ZONE (HVHZ). z 0 O Z II = 2. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE a w r Z x APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS I.E: WIND LOAD, WATER 9c w g INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. II 3. MULLIONS ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. 3: GLAZING INCLUDING WINDOWS. DOORS OR COMBINATIONS MAY BE MULLED. W PRODUCT 4. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER y z u LOADS TO THE STRUCTURE. _ � E., w I- 5. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. �Ui 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS I"I ,' .Z-. ARE NOT PART OF THIS APPROVAL. 0r c 7. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF p d a WOOD ANCHORS ONLY. B. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, W THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET MULLION SPAN THE REQUIREMENTS OF THE 2010 FLORIDA BLDG. CODE - SECTION 2003.8.4. WIDTH (W) = wt + W2 + W3 MULLION & CLIP NOTES A 2 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET Z 2 OF 10 FOR DETAILS AND NOTES. ANCHOR/CLIP ANCHOR/CLIP * REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS o HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET a `^ 4 OF 10 FOR DETAILS AND NOTES. w $ o ' * REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS s $ 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETScli *' 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. w f + �, * REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS ozw IIS x a _ err rrr R' 0 � f • �� O�0 co � LL 6• : �O In W M w � * H PRODUCT REVISED •, ' ;•% 0 N ��•c as Coltll l*g with dw Ftluitia •• •• �� WIDTH (W) = wt 2 w2 WIDTH (W) = W1 2 W2 ��aing o ®moi •.e •••e•.• am No E irmionDate /% r TYPICAL MULLION ARRANGEMENTS 6 � d A ANCHOR/CLIP GLAZING VERTICAL PRODUCT MULLION GLAZING GLAZING 3 ANCHOR/CLIP HORIZONTAL MULLION PRODUCT � va`'i PRODUCT � ANCHOR/CLI VERTICAL � N MULLION VERTICAL VERTICAL W2 W MULLION w1 w2 MULLION GLAZING GLAZING GLAZING PRODUCT PRODUCT PRODUCT ANCHOR/CLI � P l ,r w1 w2 w3 MULLION SPAN GLAZING PRODUCT VERTICAL MULLION GLAZING GLAZING GLAZING PRODUCT PRODUCT � va`'i PRODUCT � ANCHOR/CLI VERTICAL � N MULLION ANCHOR/CLIP w1 W2 W GLAZING PRODUCT GLAZING GLAZING PRODUCT PRODUCT � VERTICAL � N MULLION ANCHOR/CLIP w1 w2 MULLION SPAN -1-69D- 156 MI. t5b TYP. - 0� 62.12500 1.500rn1.405 crb 4A00 4000 .115 .062.125 r j o &..3.00062 3.000 .115 aI M a 2 X 4 TYPICAL 2.000 1.732 2.062 4.soo STD. TUBE WINDOW FRAME 2. 00 z I0 - d Z P qQ .-� 2X MULLION CLIP MULL ON - 'ca 2 IL o 8063-T6 .168 E�«t.ob2-«I .1563 �1.062�1 � -�+ � � a 102 1.000 .156 NOTCH 'L' 6.000 I.--- 1Ob2 x -L- �G�' S2XT6 1 X4 1 X3 1 X3 1 X2 1 X2 W o > CUSTOM MULLION CUSTOM_ MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION M LLIO 6063-T6 6063-T6 6063-76 6063-T6 6063-T6 Ixx: 2.070 in4 Ixx: 1.000 int Ixx: 0.950 in! Ixx: 0.370 irI Ixx: 0.330 'rn4 V rn Sxx: 1.035 in3 Sxx: 0.667 in3 Sxx: 0.633 in3 Sxx: 0.370 in3 Sxx: 0.330 in3 Z a o @� (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME} Z H STANDARD TUBULAR SHAPES 2.000 - :i TYP. WALL = .125" ALL t 1 O (j ALLOY = 6063-T6 j+1.000 --j 125 K1 � t� 750 I _\ r -TYPICAL I I N z 'j �WWy d GLAZING PRODUCT _ .124 -1.000 1 000 2.000 •125 2.250 j I I 1.000 IJ _L .125 a � .•, 4.000 F� 6.000 3.000 ~ .125 2.000 4.500L o tv 1X MULLION CLIP 2.OD0 3.00D 4.000 4.000 6063-T6 c o . 1 X 4 1 X 3 1 X 2 m. _ MULLIONS CONTAINING STD. TUBE MULLION STD. TUBE MULLION STD. TUBE MULLION X TYPICAL GLAZING PRODUCTS 2 x 6 6063-T6 6063-T6 6063-T6 NOTCH N OPTIONAL 2 X 4 Ixx: 2.070 in4 Ixx: 0.950 in! Ixx: 0.330 in HORIZONTAL OR VERTICAL II ucTR vls Sxx: 1.035 in3 Sxx: 0.633' i 330 in3 e a SEE WINDOW OR DOOR APPROVAL FOR STD. TUBE MULLION TD. TUB M ION as complying iththe �uri�a t FASTENERS SIZES AND SPACING 6063-T6 6063-T6 13gilduig Code O w 4 4 Acceptance IN, �- e Ixx: 8.280 in. Ixx: 2.980 in. Expiration Da 7 z° z z Sxx: 2.760 in3 Sxx: 1.490 in3 i CLIP LENGTH RECTANGULAR UMINUM T r, a MULL 915P INSTRUCTIONS USING MULLION PROPERTIES ONLY 00 USE CHARTS AND GRAPHS AS FOLLOWS. 00� ® ` ( 1 X 2 1.68$' THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT ®QO •••••••••• •°•• •°••��p_�s 1 X 3 2.688' STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. AND CAN BE USED WITH ALL LAWSONS MIAMI-DADE ® �� • ° yx u- A; COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. !� STEP USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD e o �%' + ® " -' NOTCH i X 4 3.688' REOUIREMENTS. 91W IY. OPTIONAL CONNECTION TO MULLION AS PER PRODUCT NOTES: ' LU ° ® ° 2 X 4 3.688' 00 125 MIN. 2 X 6 5.688' STEP 4 SPECIFY Mmmm SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET, 000• �.•�m�� 2A00 USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. "'• �` °° CQ�® I 1. ALL CUPS AND ANGLES ARE TO FIT STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 2, MULLIONS MAY BE ORIENTED VERTICALLY OR •••••e SNUG INTO TUBE MULLIONS. IN STEP 1 ABOVE II ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS HORIZONTALLY. a ® vigils 11 I �2A00-� 6063-T6 INTO TUB MULLION SHSEE EET 9 OF OPTIONAL E 6 ON SHEET 9. THE DESIGN LOADSRYPE WITH DIN IGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION 1 ARRANGEMENTS OR STACK CONFIGURATIONS. �d 48 72 78 18 24 so Be 72 78 18 24 30 36 42 48 54 60 66 72 78 18 24 ?0 36 Al2 r7260 66 MULL SPAN 1 X 2 1 X 3 1 X 4 2 X 4 I 2 X 6 Width 38- 318" 150.0 150.0 150.0 150.0. 150.0 18 150.0 150.0 150.0 150.0 150.0 24 123.0 150.0 150.0 150.0 150.0 30 102.5 150.0 150.0 150.0 150.0 36 87.9 1 150.0 150.0 150.0 150.0 42 76.9 1 150.0 150.0 1 150.0 1 150.0 48 W1 w2 T -HORIZONTAL MULLIO GLAZING ��• PRODUCT ��nz 61.5 123.9 150.0 1 150.0 150.0 3 GLAZING 55.9 112.6 150.0 150.0 150.0 150.0 51.3 103.2 150.0 150.0 150.0 72 47.3 95.3 150.0 150.0 1590 78 50.518" 89.3 150.0 150.0 150.0 0.0 18 84" 67.0 150.0 150.0 150.0 150.0 24 53.6 142.3 150.0 1 150.0 30 44.6 118.6 150.0 0.0 150.0 36 38.3 101.7 150.0 150.0 150.0 42 331.5 89.0 141r4- 150.0 150.0 48 29.8 79.1 129.2 150.0 150.0 64 26.8 71.2 116.3 150.0 150.0 60 24.4 64.7 105.7 150.0 150.0 66 22.3 59.3 96.9 139.5 1 150.0 72 20.6 54.7 89.5 128.8 150.0 .78 15.3 33A 48.1 102.4 62.6 150.0 150.0 150.0 150.0 18 - 46.9 135.1 150.0 150.0 150.0 24 37.5 108.1 150.0 150.0 150.0 30 57-' 31.3 90.1 150.0 150.0 150.0 36 - 16.2 35.2 50.7 123.2 26.8 77.2 131.1 150.0 150.0 42 23.5 67.5 114.7 150.0 150.0 48 54 20.9 60.0 101.9 146.8 150.0 54 60 - 22A 32.3 78.4 18.8 54.0 91.7 132.1 150.0 60 - 26.5 17.1 49.1 83.4 120.1 150.0 66 - 15.9 34.6 49.8 136.3 30 15.6 45.0 76.5 110.1 150.0 72 36 - 41.6 70.6 101.6 150.0 78 - 46.3 133.4 150.0 150.0 150.0 18 - - 34.8 100.0 150.0 150.0 150.0 24 19.2 27.8 80.0 150.0 150.0 150.0 30 17.3 24.9 23.2 66.7 125.2 150.0 150.0 36 - 19.2 52.4 63" 19.9 57.2 107.3 150.0 150.0 42 a 17.4 50.0 93.9 135.1 150.0 48 A 15.4 4415 1 83.4 120.1 150.0 64 - 40.0 75.1 108.1 150.0 60 - 36.4 68.3 98.3 150.0 66 - 33.3 62.6 90.1 150.0 72 - 30.8 57.8 1 83.2 150.0 78 W1 w2 T -HORIZONTAL MULLIO GLAZING ��• PRODUCT ��nz VERTICAL 1X4 I 2X4 AtUU ION 28.3 3 GLAZING z 150.0 PRODUCT a GLAZING GLAZING 150.0 PRODUCT UCT 106.5 150.0 150.0 78 84" - 56.3 W1 w2 T -HORIZONTAL MULLIO GLAZING ��• PRODUCT ��nz 1X3 1X4 I 2X4 2X8 28.3 3 GLAZING GLAZING 150.0 PRODUCT PRODUCT 133.2 1X2 1X3 1X4 I 2X4 2X8 28.3 81.5, 150.0 150.0 150.0 21.2 61.1 133.2 150.0 150.0 17.0 48.9 106.5 150.0 150.0 4114" 40.7 88.8 127.8 150.0 a6 34.9 76.1 109.5 150.0 42 - 30.6 66.6 95.8 150.0 48 - 27.2 59.2 65.2 150.0 54 - 24.4 53.3 76.7 144.2 60 - 22.2 48.4 69.7 131.1 66 20.4 44.4 63.9 120.2 72 - 16.8 41.0 59.0 110.9 78 84" - 56.3 122.6 150.0 150.0 18 - 42.2 92.0 1324 150.0 24 - 33.8 73.6 105.9 150.0 30 - 28.1 61.3 68.3 150.0 36 - 24.1 52.6 75.7 150.0 42 21.1 46.0 66.2 140.8 48 - 18.8 40.9 58.8 125.2 54 - 16.9 36.8 53.0 1127 60 15.3 33A 48.1 102.4 66 - - 30.7 44.1 93.8 1 72 - - 28.3 40.7 86.7 78 96to - 37.7 82.1 118.3 150.0 18 - 28.3 61.6 88.7 150.0 24 - 22.6 49.3 71.0 150.0 30 - 18.8 41.1 59.1 143.8 36 - 16.2 35.2 50.7 123.2 42 - - 30.8 44.3 107.8 48 - - 27.4 39.4 95.8 54 31.6 - - 24.6 35.5 86.3 60 - 22A 32.3 78.4 66 - - 20.5 29.6 71.9 72 - - 19.0 27.3 66.3 1 78 - - - 26.5 57.7 83.1 150.0 18 - 19.9 43.3 1 62.3 150.0 24 - 15.9 34.6 49.8 136.3 30 32.5 - - 28.8 41.5 113.6 36 108at - - 24.7 35.6 97.4 42 - - 21.6 31.1 85.2 48 - - - - 19.2 27.7 75.7 54 15.5 f - - 17.3 24.9 68.1 60 - - 15.7 22.7 62.0 66 - - 20.8 56.8 72 - 19.2 52.4 78 v a N TYPICAL MULLION ARRANGEMENTS ,-ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) WIDTH (W) = w1 + w2 2 MULLSPM 120" 132" 144" 150" TUBE MULLIONS 1X2 1X3 1X4 2X4 2X6 - 19.3 42.1 60.5 150.0 - 31.5 45.4 1262 - 25.2 36.3 100.9 - - 21.0 30.3 84.1 - - 18.0 25.9 72.1 - 15.8 22.7 63.1 - - 20.2 56.1 - - 182 50.5 - - - 16.5 45.9 - - 15.1 42.1 oa IV - 31.6 45.5 126.4 - - 23.7 34.1 94.8 - - 19.0 27.3 75.8 15.8 22.7 63.2 - - 19.5 54.2 - - - 17.1 47A - - - 15.2 42.1 - 37.9 - - 34.5 - - - - 31.6 - - - - 29.2 . - - 24.3 35.0 97.4 - 18.3 28.3 73.0 - - - 21.0 58.4 - - 17.5 48.7 - - - 15.0 41.7 - - - - 36.5 - - - R 32.5 - - - - 29.2 - - - - 26.6 - - - - 24.3 - - - - 22.5 - - 31.0 86.1 - - 23.3 64.6 - - - 18.6 51.7 - - - 15.5 f 43.1 - - - 36.9 �aoo® W E c z` sd w� ti �Cgo A o oa IV Z6 00 LL)a 4 O U a'^o � z U � q z w c a R I L ww v a A O � z o N iv $o �aoo® �aaa� PRODUCE RBVISBD as complyhm with aw Fto>tltde Buildiag Code Acceplwoe No Bxpindioa Date /7 s B Miami' de Product 1.690 .12s taoo .062 Be6.312 I.ODO 1.500 a •d _ _ .125 �6 ]J301 688IS6 TYP. •125 totD to lace 00 to W 1.405 4.000 4.000 3000 0Q•l15 1.73 3.062 0 2.688 3.000 0 Q d 2 X 4 4.x00 3625 v STD. TUBE MULLION TYPICAL 4.soo WINDOW FRAME ? z° e 2X MULLION CUP t.00a do 00 a © o 6063-T6 2 X 6 102 �` 102 188 f 1.062 1 .156 -1.062 1 X 3 I.1B8 U� I NOTCH •L• 6.000 Tp• T FFF1+++ X 4 1 X 4 STD, TUBE MULLION 1 X 3 •L• OPTIONAL M I STD. TUBE MULLION 1 X 3 6063-76 CUSTOM MULLION W )>x / CUSTOM6oM3M BLLION 6063-T6 CUSTOM MULLION 6063-T6 D 6063-76 a F, 00 Ixx: 4.709 in4 Ixx: 4.709 in! lxx: 2.968 in4 Ixx: 2.168 in! Ixx: 2.218 in. Z b' Sxx: 2.355 in3 Sxx: 2.355 in3 Sxx: 1.445 in3 Sxx: 1.445 in3 Sxx: 1.479 in3 y o� -i z (FLANGE FRAME) (FLANGE FRAME) (FIN FRAME) rw 6' STANDARD TUBULAR SHAPES ] ca j TYP. WALL - .125" ALL 2.000-'j j ALLOY a 6063-T6 1580 I a e� U �j 750 .i TYPICAL GLAZING PRDDUCT p+ F v v -� iso 2.000 (� 1.000 1.628 2.000 .125 2.250 rt 4.00D j H 'I 6.00D ®12 S.M.S. 4.500 012" O.C. 4.000 .125 c IX MULLION CLIP 3.000 4.000 3.625 6063-T6 dQ MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS C05.4s y p� L� NOTCH L• ISED E OPTIONAL HORIZONTAL OR VERTICAL asconplyngwiththe Florida [luildiug Code c a SEE WINDOW OR DOOR APPROVAL FOR 2 X 6 2 X 4 ACC�ptaltCa No 0 �I FASTENERS SIZES AND SPACING Expiration Data 7 W w a o STD. TUBE MULLION STD. TUBE MULLION z 6063-T6 6063-T6 13y z° 2i a a Miami s Product' Ixx: 19.648 iri Ixx: 7.649 jn. •L• .L.� CLIP LENGTH Sxx: 6.549 in3 Sxx: 3.825 in3 g RECTANGULAR ALUMINUM TUBE MULLIONS „ ,. INSTRUCTIONS; MULL 1" USE CHARTS AND GRAPHS As FOLLOWS. 41It�G MULLION PROPERTIES ONLY a®�®e®® , 1 X 2 1.688' THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT ®000®�•eeee°eoee•• 2♦i STEP 1 DETERMINE DESIGN LOAD REOWRED FOR PARTICULAR OPENING. °° • ee 1 X 3 2.688" AND CAN BE USED WITH ALL LAWSON S MIAMI-DADE �m�; U. 6" ♦r STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. �o�,j� O NOTCH 1 X 4 3.688 REOUIREMENTS. OPTIONAL • STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT •. In °K jW-• •" 2 X 4 3.688 APPRDvaL. NOTES: -ALIS MIN' 2 X 6 5.688' STEP 44 SPECIFY MAXIMUM SHIM SPACING, 1. REFER TO THE GENERAL NOTES ON SHEET 0 '. W00 USING CHARTS ON SHEET 5 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE... � •• �• , 1. ALL CLIPS AND ANGLES ARE TO FIT STEP WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 0 (fir°v •. • I 2. MULLIONS MAY BE ORIENTED VERTICALLY OR s •e•• SNUG INTO TUBE MULLIONS. +N STEP 1 ABOVE. ,s AN SLIP HORIZONTALLY. 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS 6063-T6 INTO TUBE MULLIONS, SEE OPTIONAL STEP 6 ON SHEET 9, SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION 2000 ANCHOR DETAIL AT SHEET 9 OF 10. 1 MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. Width`(w)l MULL 42 66 64 78 18 24 0 54 60 66 72 78 1 ii 31) 36 48 ,,4 so 6�6 72 38- 318" 50.618" 57" 63.1 STEEL REINFORCED TUBE MULLIONS 1X3 I 1X4 I 2X4 2X6 Width w MULLS 150.0 150.0 150.0 150.0 18 150.0 150.0 150.0 150.0 24 150.0 150.0 150.0 150.0 30 150.0 150.0 150.0 150.0 36 150.0 150.0 150.0 150.0 42 150.0 150.0 150.0 150.0 48 150.0 150.0 150.0 150.0 54 150.0 150.0 150.0 150.0 60 150.0 150.0 150.0 150.0 66 150.0 150.0 150.0 150.0 72 150.0 150.0 150.0 150.0 78 150.0 150.0 150.0 150.0 18 150.0 150.0 150.0 150.0 24 150.0 150.0 150.0 150.0 30 150.0 150.0 150.0 150.0 36 150.0 150.0 150.0 150.0 42 150.0 150.0 150.0 150.0 48 150.0 150.0 150.0 150.0 54 150.0 If 50.0 150.0 150.0 60 147.7 150.0 150.0 150.0 66 135.3 150.0 150.0 150.0 72 124.9 150.0 150.0 150.9 78 150.0 150.0 150.0 150.0 18 150.0 150.0 150.0 15 0. 0 24 150.0 150.0 150.0 150.0 30 150.0 150.0 _ 150.0_ 150.0 150.0 150.0 150.0 150.0 33 42 150.0 150.0 150.0 150.0 48 137.0 150.0 150.0 150.0 54 123.3 150.0 150.0 150.0 60 112.1 150.0 150.0 150.0 66 102.8 150.0 150.0 150.0 72 94.8 150.0 150.0 150.0 78 150.0 150.0 , 150.0 15 0.0 18 150.0 150.0 150.0 150.0 24 150.0 150.0 150.0 150.0 30 150.0 , 150.0 1 150.0 150.0 N 36 130.5 150.0_ 150.0 150.0 4,2 114.2 150.0 150.0 150.0 43 1 01 .5 150.0 150.0 150.0 54 91.3 150.0 150.0 150.0 60 83.0 150.0 150.0 150.0 66 76.1 142.4 150.0 1 150.0 72 70.2 131.4 150.0 1 150.0 78 Wl w2 Q n r- HORIZONTAL MULLION 0:; z:: PRODUCT VERTICAL 1 X3 1 X4 MULLION 2X6 3 GLAZING z 150.0 PRODUCT PRODUCT GLAZING GLAZING 139.5 PRODUCT PRODUCT 150.0 24 150.0 111.6 150.0 150.0 150.0 Wl w2 Q n r- HORIZONTAL MULLION 0:; z:: PRODUCT 69.7 1 X3 1 X4 2 X 4 2X6 3 GLAZING GLAZING 150.0 PRODUCT PRODUCT 18 STEEL REINFORCED TUBE MULLIONS 69.7 1 X3 1 X4 2 X 4 2X6 Width w MULL SPAN 150.0 150.0 150.0 150.0 18 48 139.5 150.0 150.0 150.0 24 150.0 111.6 150.0 150.0 150.0 30 48 93.0 150.0 150,0 150.0 36 51.8 74414" 69.7 150.0 150.0 150.0 72 62.0 134.6 150.0 150.0 18 55.8 121.2 150.0 150.0 24 50.7 110.1 150.0 150.0 36 46.5 101.0 150.0 150.0 48 42.9 93.2 150.0 150.0 60 84" 128.4 150.0 150.0 150.0 24 96.3 150.0 150.0 150.0 36 77.1 150.0 150.0 150.0 48 64.2 139.5 150.0 150.0 58.3 55.0 119.5 150.0 150.0 - 48.2 104.6 150.0 150.0 51.8 42.8 93.0 150.0 150.0 - 38.5 83.7 135.9 150.0 46.6 35.0 76.1 123.6 150.0 - 32.1 69.7 113.3 150.0 42.4 29.6 64.4 104.6 .150.0 - 96" 86.0 150.0 150.0 150.0 35.9 64.5 140.1 150.0 150.0 33.1 51.6 112.1 150.0 150.0 116.8 43.0 93.4 150.0 150.0 24.8 36.9 80.1 130.1 150.0 87.6 32.3 70.1 113.8 150.0 19.9 28.7 62.3 101.2 150.0 70.1 25.8 56.1 91.1 150.0 16.5 23.5 51.0 82.8 150.0 58.4 21.5 46.7 75.9 150.0 19.9 43.1 70.0 150.0 50.0 103" a 60.4 131 .2 150.0 150.0 - 45.3 98.4 150.0 150.0 38.9 36.3 78.7 127.9 150.0 - 30.2 65.6 106.6 150.0 35.0 25.9 56.2 91.4 150.0 - 22.7 49.2 79.9 150.0 31:8 20.1 43.7 71.1 150.0 - 18.1 39.4 64.0 150.0 29.2 16.5 35.8 58.1 147.0 - 15.1 32.8 53.3 134.8 7 30.3 49.2 124.4 7 TYPICAL MULLION ARRANGEMENTS . �, ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE NOTE MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) WIDTH (W) = wl + w2 2 Z2- 48 60 66 72 78 18 24 30 36 42 48 64 60 120" 64 60 66 72 78 18 132" 24 30 36 42 48 54 60 B6 72 78 18 144" 24 30 36 42 48 54 58.3 149.7 - 31.9 51.8 150" - 28.7 46.6 119.8 - 26.1 42.4 6L: 2 EINFORCED TUBE MULLIONS iffi 1X4 2 X 4 2X6 44.0 95.7 150.0 150.0 33.0 71.8 116.6 150.0 26.4 57.4 93.2 150.0 22.0 47.8 77.7 150.0 18.9 41.0 66.6 150.0 16.5 35.9 58.3 149.7 - 31.9 51.8 133.1 - 28.7 46.6 119.8 - 26.1 42.4 108.9 - 23.9 38.9 99.8 - 22.1 35.9 92.1 33.1 71.9 116.8 150.0 24.8 53.9 87.6 150.0 19.9 43.1 70.1 150.0 16.5 35.9 58.4 150.0 30.8 50.0 128.5 - 27.0 43.8 112.5 - 24.0 38.9 100.0 - 21.6 35.0 90.0 - 19.6 31:8 81.6 - 18.0 29.2 75.0 - 16.6 26.9 69.2.- 25.5 55.4 89.9 150.0 19.1 41.5 67.5 150.0 15.3 33.2 54.0 138.6 - 27.7 45.0 115.5 - 23.7 38.5 99.0 - 20.8 33.7 86.6 - 18.5 30.0 77.0 - 16.6 27.0 69.3 - 15.1 24.5 63.0 - - 22.5 57.8 - - 20.8 53.3 22.6 49.0 79.6 150.0 16.9 36.7 59.7 150.0 - 29.4 47.7 122.6 - 24.5 39:8 102.2 - '21.0 34.1 87.6 - 18.4 '29.8 76.6 - 16.3 26.5 68.1 - - 23.9 61.3 11-9 -1 - 21.7 55.7 PRODUCT REVL9W as complying with the IbAda Buiid1ho Code Acceptmoo No Expiration Date o z rp � I w (n0a d o me sG 3 •� Ii} z�z $ Co z pq I z cti U w N c zto a �W � w Chi w Q ' 51.1 47.2 ' 51.1 47.2 n= 1 1/4" MIN. 5/16" TAPCONS 1-1/2" ON. WOOD PENETRATION CLIP (1 ON EACH WING) 4" MIN. 5/16" TAPCONS 1-1/2" MIN. WOOD PENETRATION 1 PER ANGLE II II 11X FLOATING CLIP 2\BY I I WOOD BUCK 1 1 I I 1 N 5/16" TAPCONS 1-1/2" MIN. WOOD PENETRATION 1 PER ANGLE, MIN. EDGE DIST. 2-3/16" CONCRETE OR 4 JOLLOW BL CK 5/16" TAPCONS 5/16" TAPCONS „ 1-3/4" MIN. EMBED INTO MASONRY 1-3/4" MIN. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH wIMG) 2 PER ANGLE MIN a a 2X2x 1/s' ALUM ANGLE 1 1 1/4" MIN. 5/16" TAPCONS 1-1/2" MIN, WOOD PENETRATION :LIP (2 ON EACH WING) 5/16" TAPCONS 1-1/2" MIN. WOOD PENETRATION 2 PER ANGLE S i► ii IL—JI j' J FLOATING CLIP 2BY 1 I WOOD BUCK 1 1 I 1 ANCHORS TYPE 'B' 4 ANCHORS INTO WOOD 2X2X"S"I ALUM ANGLE 2 7/16" ii it I I II 11 ii ii co Q.• MIN. 4 II II Q � R co II II -- I 1 I 11 11 I 1 I`_--------- 2 BY WOOD BUCK It It I I 11 2 X 2 X 1/6" ALUM ANGLE 1 I I N u u I I ALUM ANGLE I 1 I i ALL CLIPS AND ANGLES TO FIT SNUG ALTERNATE 1 I i A m INTO TUBE MULLIONS. ANCHOR LOCATION TAPCONS MAY BE HEX OR FLAT HEAD. $ z .ANCHORS TYPE 'A' 2 ANCHORS INTO WOOD Z 1 1 1/4" MIN. 5/16" TAPCONS 1-1/2" MIN, WOOD PENETRATION :LIP (2 ON EACH WING) 5/16" TAPCONS 1-1/2" MIN. WOOD PENETRATION 2 PER ANGLE S i► ii IL—JI j' J FLOATING CLIP 2BY 1 I WOOD BUCK 1 1 I 1 ANCHORS TYPE 'B' 4 ANCHORS INTO WOOD 2X2X"S"I ALUM ANGLE ANCHORS TYPE 'D' (INTO BLOCK ANCHORS TYPE 'G' (INTO CONCRETE ALL CLIPS AND ANGLES TO FIT SNUG 4 ANCHORS THRU 1X BUCK INTO TUBE MULLIONS. INTO CONCRETE OR BLOCK TAPCONS MAY BE HEX OR FLAT HEAD. 1"x4" & 2"x4" MULL MIN. EDGE DIST. 2'-•3/16" CONCRETE OR 4" HOLLOW BLO K 5/16" TAPCONS 5/16" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 1-3/4" MIN. EMBED INTO MASONRY 2 PER CLIP (1 ON EACH WING) 1 PER ANV. 1 I I X I Iy it N I! — 1BY a I-------_ — I 1'!000 BUCK \ I I r 1 I I 11 it it Ii 11 II II II IX FLOATING CLIP I I u u 1 I 1 1 I 1 I I 1 I I I ANCHORS TYPE 'C' (INTO BLOCK ° ' •• ' ar. ANCHORS TYPE 'F(INTO CONCRETE) "' +• '' v 2 ANCHORS THRU 1X BUCK • INTO CONCRETE OR BLOCK AL ANCHOR L PRODUCT REVISBD as Complying With dig pladh Suilding Cate Acce non No Exviiation Date 2 X 2 X 1/8". ALUM ANGLE 2 7/16" ii it II 11 ii ii co Q.• MIN. 4 ILA Q I I II co -- 1 W000 BUCK 1X FLOATWG CLIP 11 11 2 % 2 X 1/8` a cm I_ I I t I I 1 N 1 1 I t U u ALUM ANGLE I 1 I i 1 1 i A i 1 I i A m ANCHORS TYPE 'D' (INTO BLOCK ANCHORS TYPE 'G' (INTO CONCRETE ALL CLIPS AND ANGLES TO FIT SNUG 4 ANCHORS THRU 1X BUCK INTO TUBE MULLIONS. INTO CONCRETE OR BLOCK TAPCONS MAY BE HEX OR FLAT HEAD. 1"x4" & 2"x4" MULL MIN. EDGE DIST. 2'-•3/16" CONCRETE OR 4" HOLLOW BLO K 5/16" TAPCONS 5/16" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 1-3/4" MIN. EMBED INTO MASONRY 2 PER CLIP (1 ON EACH WING) 1 PER ANV. 1 I I X I Iy it N I! — 1BY a I-------_ — I 1'!000 BUCK \ I I r 1 I I 11 it it Ii 11 II II II IX FLOATING CLIP I I u u 1 I 1 1 I 1 I I 1 I I I ANCHORS TYPE 'C' (INTO BLOCK ° ' •• ' ar. ANCHORS TYPE 'F(INTO CONCRETE) "' +• '' v 2 ANCHORS THRU 1X BUCK • INTO CONCRETE OR BLOCK AL ANCHOR L PRODUCT REVISBD as Complying With dig pladh Suilding Cate Acce non No Exviiation Date 2 X 2 X 1/8". ALUM ANGLE co Q.• 4 too Q co m� 0 to z 401 N V Z m 0in v $ z � Ia c Z Q Z QQr oti2a o Z I coU Z z Z .. cd .tea Q d a N U) x a� �H MIN. EDGE DIST. 2-3/16" CONCRETE OR 4:HOLLOW BLOCK 5/16" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 2 PER CU (l ON EACH WING) 5/16" TAPCONS / TO 1-3/4" MIN. EMBED INMASONRY 1 PER ANGLE - .a d 1 d 1 q 1 � 1 q 1 1 I MULL ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE 'F' (INTO CONCRETE 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK ALTERNATE ANCHOR LOCATION 2 PER CLIP (1 ON EACH WING) 777 X12 SMS 1 I 2 PER ANGLE 1 1 h rt c1 \ 11 III 11 it 1 .— 5/1G" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 1 PER ANGLE MIN. EDGE DIST. 2-3/16" CONCRETE OR 4" iOLLOW BLOCK 5/16" TAPCONS 5/16" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 1-3/4" MIN. EMBED INTO MASONRY M/N " 4 PER CLIP (2 ON EACH WING) 2 PER ANGLE II 11 11I �CONCRETE II 11 it OR 1 CEMENT BLOCK 1! I II II �— J II 1 I 1 1— I cli I 2 7/16 1 FLOATING CLP I I I I I IJ I 11 II I L -- j 1 CONCRETE OR CEMENT BLOCK I I I I m I 11-4 I --------- CONCRETE OR CEMENT BLACK r �J y I 2 X 2 " I to I I I I I 11 ALUM ANGL� \ I I os O I I FLOATING CLIP I I A JO 3 I" v) I 1 4 11 I_ I IL d 1 d 1 q 1 � 1 q 1 1 I MULL ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE 'F' (INTO CONCRETE 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK ALTERNATE ANCHOR LOCATION 2 PER CLIP (1 ON EACH WING) 777 X12 SMS 1 I 2 PER ANGLE 1 1 h rt c1 \ 11 III 11 it 1 .— 5/1G" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 1 PER ANGLE MIN. EDGE DIST. 2-3/16" CONCRETE OR 4" iOLLOW BLOCK 5/16" TAPCONS 5/16" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 1-3/4" MIN. EMBED INTO MASONRY M/N " 4 PER CLIP (2 ON EACH WING) 2 PER ANGLE II 11 11I �CONCRETE II IL -JI OR 1 CEMENT BLOCK 1! I X12 SMS 1 I 2 PER ANGLE 1 1 h rt c1 \ 11 III 11 it 1 .— 5/1G" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 1 PER ANGLE MIN. EDGE DIST. 2-3/16" CONCRETE OR 4" iOLLOW BLOCK 5/16" TAPCONS 5/16" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 1-3/4" MIN. EMBED INTO MASONRY M/N " 4 PER CLIP (2 ON EACH WING) 2 PER ANGLE •111111, ANCHORS TYPE V (INTO BLOCK) ANCHORS TYPE 'G' (INTO CONCRETE) 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK 1"x4" & 2"x4" MULL MULL I I I I I 1 I I I I I 1 I I FLOATING CLIP I 1 I 1 -------------- 1 I I cV i CONCRETE OR r� \ 11 CEMENT BLACK II II II 11 4 11 It 111 � i , �•� . ♦ 9 '+ S •�' .. •'••'. r '-5/16" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 4 PER CUP (2 ON EACH WING) ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI—RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER—WHITE METHACRYLATE LACQUER. I *26MCT RIEVI991311 as coatplying withdwFkdft Hulldfug code Acoeptanee iT • Expiration Data 2 X 2 X 1/8" ALUM ANGLE II 11 11I �CONCRETE II IL -JI OR 1 CEMENT BLOCK 1! I -------- �— J II 1 I 1 1— I cli I 2 7/16 1 FLOATING CLP I I I I I IJ I r- I MIN. I 1 m I 11-4 I 3 1/4" w •111111, ANCHORS TYPE V (INTO BLOCK) ANCHORS TYPE 'G' (INTO CONCRETE) 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK 1"x4" & 2"x4" MULL MULL I I I I I 1 I I I I I 1 I I FLOATING CLIP I 1 I 1 -------------- 1 I I cV i CONCRETE OR r� \ 11 CEMENT BLACK II II II 11 4 11 It 111 � i , �•� . ♦ 9 '+ S •�' .. •'••'. r '-5/16" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 4 PER CUP (2 ON EACH WING) ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI—RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER—WHITE METHACRYLATE LACQUER. I *26MCT RIEVI991311 as coatplying withdwFkdft Hulldfug code Acoeptanee iT • Expiration Data 2 X 2 X 1/8" ALUM ANGLE 'e m w y z I to •� N V O os O Q W A JO 3 I" v) tai 70- 4 z C> IL A 1 w z t;e U � � Z � z � cf)W W a .N a IL' h z I MIN. EDGE DIST. 2-3/16" CONCRETE OR 4" HOLLOW BLOCK 2X6 MULL 3-3/4" 'E' (1b,110 BLOCK) (INTO Cl MSCI-I0RS INTO CONCRETE or BLOCK 2"X6" MULL SHOWN 5/16" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WING) CLIP LENGTH MULL %so 2 X 4 3.688' 2 X b 5.688' 5/18' TAPCONS 1-3/4- MIN. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WING) 1 3/4" MIN. EDGE DIST. 2-3/16" CONCRETE OR 4'. HOLLOW BLOCK 3-3/4" MIN. 1BY WOOD BUCK F------------------------------ 1 I CLIP LENGTH MULL as Complying With pwldingCod Acceptance No 2 X 4 3.688' z X 6 5.688' 5/15" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WING) 2X6 MULL 5/16' TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WING) 1 3/4" MIN. 2X6 MULL ----------- ANCHORS TYPE 'E' (INTO BLOCK ANCHORS TYPE 'H' (INTO CONCRETE) 4 ANCHORS THRU 1X BUCK CUr'S OR ,3GLES CONNECTED DIRECTLY i0 MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. INTO CONCRETE OR BLOCK 2"X6" MULL SHOWN e. yy'y. 16Y WOOD BUCK PRODUCT REVISED *a Fbdds as Complying With pwldingCod Acceptance No c v 3 p Expiration Data MB iam' ado Product a 49 d wo C 4 tC+ M w y z r • A, '• �� a''o .•' co�jW N O p J' 01010 w 0+ 3 �. � z_3Z 4 rn a On Z �7 O I W p -V E Z z 2 cv 2 o d W w a x z � 49 a • A, '• �� a''o .•' co�jW N O p J' I u * w 0+ 49 MIN. EDGE DIST. 2-3/16" CONCRETE OR 4" HOLLOW BLOCK 5/16" TAPCONS fi 3/4" MIN. EMBED INTO MASONRY 3-3/4" TOTAL (2 ON EACH WING) MIN• �• r i ii ii i 2 -?/16" MIN. 19 2x4 or 2x6 Mull I 1 + I ° I I I I 2 x 2 x 1 a LJ LJ ALUM ANGLE I I 1 1 CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. MIN. EDGE DIST. 2-3/16" CONCRETE OR 4'.HOLLOW BLOCK \z LOCATION OF SCREWS CONNECTING ° ' ' ° • — ANGLES TO TUBES WHERE ANGLES N ARE NOT FIT SNUG INTO TUBE I I I I MULLIONS. I 1 I I I 1 O I I I 1 5/8"(2) -----------------J LI 5/16" TAPCONS #14 SMS 3" 1-3/4" MIN. EMBEO INTO MASONRY7 4 PER ANGLE I J 2,PER ANGLE I 1 1 I •_ 2 X 2 X 1/8" ALUM Ar!GLE a _ ,T MULL "L" 1 X 2 1.686' 1 X 3 2.668' 1 X 4 3.688' 2 X 4 3.688- 2 .•fyi • 5.688' 1 3/4"OPTIONAL. ANCHOR DETAIL MIN. ANCHORS INTO CONCRETE OR CEMENT BLOCK 1. ALL CLIPS AND ANGLES ARE TO FIT SNUG INTO TUBE MULLIONS. 2. WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS, SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10: i 14 S.M.S. 2/ CHANNEL 1 i' TUBE MULLION ---------,---. #12 FM. S.M.S. 2/ SHX I I 1/8- THICK ALUM CHANNEL 1 LENGTH TO FIT SNUG INTO MULLION TUBE MULLION TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CLIP ANGLE CAULK JOINT AFTER ASSEMBLY #14 FH SMS 2 PER CLIP �\ ACCESS HOLE /I O.C. MIN. J T -I --- IS SCREW CAN BE STALLF_C I;J EIT"ER I I? v%l12 FH ,Bids I WRECTIUNr I 2 PER CLIP 1 41 �i i 1" O.C. MIN. 1•-3/4- X 2" X 11/8" (FOR 20Y TUBE) 3/4" X 2" X I/8" FOR (1BY TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS TYPE 'I' METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE 'I' TO VERIFY CAPACITY OF CONNECTION PRODUCT REV[SW qs emplyyinswith do Fwd" L�aitdmg Coda /�+ ALL CLIPS AND ANGLES TO FIT SNUG Accepten� No INTO TUBE MULLIONS. _xpirationDate TAPCONS MAY BE HEX OR FLAT HEAD. a 6 a 00 z o Nom W o Oar 4 W +� zz A z 000 2 CL o I W Z Im 0 Nz Z a z z W N � d W W ¢, W 9 V N � a uJ z CLIP LENGTH MULL "L" 1 X 2 1.686' 1 X 3 2.668' 1 X 4 3.688' 2 X 4 3.688- 2 X 6 5.688' 1. ALL CLIPS AND ANGLES ARE TO FIT SNUG INTO TUBE MULLIONS. 2. WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS, SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10: i 14 S.M.S. 2/ CHANNEL 1 i' TUBE MULLION ---------,---. #12 FM. S.M.S. 2/ SHX I I 1/8- THICK ALUM CHANNEL 1 LENGTH TO FIT SNUG INTO MULLION TUBE MULLION TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CLIP ANGLE CAULK JOINT AFTER ASSEMBLY #14 FH SMS 2 PER CLIP �\ ACCESS HOLE /I O.C. MIN. J T -I --- IS SCREW CAN BE STALLF_C I;J EIT"ER I I? v%l12 FH ,Bids I WRECTIUNr I 2 PER CLIP 1 41 �i i 1" O.C. MIN. 1•-3/4- X 2" X 11/8" (FOR 20Y TUBE) 3/4" X 2" X I/8" FOR (1BY TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS TYPE 'I' METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE 'I' TO VERIFY CAPACITY OF CONNECTION PRODUCT REV[SW qs emplyyinswith do Fwd" L�aitdmg Coda /�+ ALL CLIPS AND ANGLES TO FIT SNUG Accepten� No INTO TUBE MULLIONS. _xpirationDate TAPCONS MAY BE HEX OR FLAT HEAD. a 6 a 00 z o Nom W o Oar 4 W +� zz A z 000 2 CL o I W Z Im 0 Nz Z a z z W N � d W W ¢, W 9 V N � a uJ z I 2 ;0 :1 Q �• A. `F4 g'a A c 1z' c%% Z ` V O NNN �♦ I (� �z .,ice IV'�O 0 N QWi.O @ IV A d m Co r ry C % (. �} co L MULLION SPAN 'PAN ci 0 I J 72p- I 2 ;0 :1 Q �• A. `F4 g'a A c 1z' c%% Z ` V O NNN �♦ I (� �z 0 Co r ry C % (. �} co L MULLION SPAN 'PAN ci 0 I J 72p- 1, co I 2 ;0 :1 Q �• A. `F4 g'a A c 1z' c%% Z ` I 0 �S _o �z 0 e. VERTICAL MULLION SPAN ci W2 1W9 T G m 7I�iC�I� p `y Cc _ :�� in U, C - rnlU! 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