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WS-15-1936 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-240364 Permit Number: WS-7-15-1936 Scheduled Inspection Date: February 03, 2016 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: P Work Classification: Window/Door Replacement Job Address:501 NE 96 Street Miami Shores, FL 33138-2735 Phone Number (305)333-7700 Parcel Number 1132060171550 Project: <NONE> Contractor: REGOSA ENGINEERING SERVICES INC Phone: (786)262-2964 Building Department Comments REPLACE EXISTING 22 WINDOWS AND GARAGE DOOR Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed i Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid February 02,2016 For Inspections please call: (305)762-4949 Page 7 of 42 Perri • 9 �I;- , Miami Shores Village rs g� 10050 N.E.2nd Avenue NE ItVar6c CJessiliGatt :Doerr Replacement Pt Miami Shores,FL 33138-0000 ernliffs ip tol:APPROV Phone: (305)795-2204 baitek3 � g1 Expiration: 02/02/2016 :... Project Address Parcel Number Applicant 501 NE 96 Street 1132060171550 Miami Shores, FL 33138-2735 Block: Lot: RECAMIER2 LLC Owner Information Address Phone Cell RECAMIER2 LLC 1001 BRICKELL BAY Drive (305)333-7700 MIAMI FL 33131- ` Contractor(s) Phone Cell Phone Valuation: $ 9,000.00 REGOSA ENGINEERING SERVICES M (786)262-2964 (786)344-8720 Total Sq Feet: 0 Type of Work:REPLACE EXISTING WINDOWS AND GARAGE Available Inspections: No of Openings:23 Inspection Type: Additional Info: Final Classification:Residential Review Building Scanning:5 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $5.40 DBPR Fee Invoice# WS-7-15-56548 $4.95 08/06/2015 Credit Card $319.30 $50.00 DCA Fee $4.95 Education Surcharge $1.80 07/30/2015 Credit Card $50.00 $0.00 Permit Fee $330.00 Scanning Fee $15.00 Technology Fee $7.20 Total: $369.30 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foreg ' g information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermon -I authoriz bove-named contractor to do the work stated. - -- August 06, 2015 Authoriz , wner Applicant / Contractor / Agent ate Building Department Copy August 06,2015 1 . w o Miami Shores Village ✓� Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 T+1� FBC 201k4 BUILDING Master Permit No,w sr� PERMIT APPLICATION Sub Permit No. QBUILDING ❑ ELECTRIC ❑ ROOFING F-� REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF [:]CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 501 NE 96 STREET City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-3206-017-1550 Is the Building Historically Designated:Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):RECAMIER2, LLC Phone#: Address:252 NE 92 STREET City: MIAMI SHORES State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: REGOSA ENGINEERING SERVICES, INC Phone#: 786-262-2964 Address: 15700 NE 2 AVE City: MIAMI State: FL Zip: 33162 Qualifier Name: GUSTAVO VELEZ Phone#: 786-262-2964 State Certification or Registration#. CGC-1508952 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 60 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New \X Repair/Replace ❑ Demolition Description of Work: 42 1 CL L C X 1 ✓1 7,v 1 t��d t s Specify color of color thru tile: Submittal Fee$ O° Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ ` TOTAL FEE NOW DUE$ (Revised02/24/2014) • � o Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORN BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value xceeding 2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law br hure will a delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commen ement mu t be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In th absence f such posted notice, the inspection will not be appr ed and a reinspection fee will be charged. Signature - Signature or AGENT CO OR The foregoing instrument was ackno before me this The foregoing instrum was OR before me this day of J 1Y 120 by 29 day of JULIO 20 15 by epZTwho is personally known to GUSTAVO VELEZ who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY UBLI - Sign: Sign: Print: Print:EYFFO QUICENO Seal: ro ° Notary Public State of Florida Seal: Kenia Yumart SYFFER ALEXANDER QUICENO My Commission EE 829457 NOTARY PUBLIC-STATE OF FLORIDA o►ao°� Expires oe/23/20ts COMMISSION#EE878081 t APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) s � STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 VELEZ, GUSTAVO DANIEL REGOSA ENGINEERING SERVICES INC 15700 NE 2 AVENUE MIAMI FL 33162 ollsos Local Business Tax Receipt Miami—Dade County, State of Florida —THIS IS NOTA BILL — DO NOT PAY LBT 5574117 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES REGOSA ENGINEERING SERVICES INC RENEWAL SEPTEMBER 30, 2015 1050 SE 5 ST BAY 9 6813960 Must be displayed at place of business HIALEAH FL 33010 Pursuant to County Code Chapter BA-Art.9&10 OWNER SEC.TYPE OF BUSINESS REGOSA ENGINEERING SERVICES INC 196 GENERAL BUILDING CONTRACTOR PAYMENT RECEIVED CGC1608952 BY TAX COLLECTOR Worker(s) 3 $45.00 07/16/2014 CHECK21-14-022388 This Local Business Tax Receipt only confirms payment of the Local Business Tax.The Receipt is not a license. permit,are certification of the hoidei syualifications,to do businas&Hold ermust comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0.above must he displayed on all commercial vehicles—Miami—Dade Code Sec Ba-276. For more information,visity+aanvmiamidade.gavHaxaolleatar DETACH HERE RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CGC1508952 The GENERAL CONTRACTOR Named below IS CERTIFIED '.fit)N) �{ T Under the provisions of Chapter 489 FS. Expiration date: AUG 31,2016 VELEZ,GUSTAVO DANIEL �• •� REGOSA ENGINEERING SERVICES INC 1050 SE 5TH STREET SUITE 9 HIALEAH FL 33010 ® _ ■ ISSUED: 05/11/2014 DISPLAY AS REQUIRED BY LAW SECT# L1406110001126 Ate' CERTIFICATE OF LIABILITY INSURANCE DAT 07/3015YYY) 07/30/15 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER NAME CT Alejandro Moreno Best Rate Insurance Agency,Inc. PHONN Eo. xt: (866)616-0065 FAX NII: (305)403-0801 8600 NW 17th Street A-MAILDDRESS# amoreno@bestrate-insurance.com Miami,FL 33126 INSURER(S)AFFORDING COVERAGE NAIC# Phone (866)616-0065 Fax (305)403-0801 INSURERA: Bridgefield Employers Insurance Company 10701 INSURED INSURERS: Preferred Contractors Ins Co RRG LLC 12497 RegoSa Engineering Services,Inc INSURER C: Progresive American Insurance Company 24252 15700 NE 2 Avenue INSURER D: Miami FL 33162 (786)286-7663 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL UBR POLICY NUMBER MM/DDY EFF POLICY EXP LIMITS LTR GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000.00 DAMAGE TO RENTED 50,000.00 COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ ❑ ❑ CLAIMS-MADE ❑J OCCUR PC83837-04 MED EXP(Any one person $ 5,000.00 B Y N 06/13/2015 06/13/2016 PERSONAL&ADV INJURY $ 1,000,000.00 ❑ GENERAL AGGREGATE $ 2,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 1,000,000.00 ❑ POLICY ❑ JECT PRO ❑ LOC $ a Id. ntSINGLE LIMIT $ 300,000.00 AUTOMOBILE LIABILITY (CEO, ❑ ANY AUTO BODILY INJURY(Per person) $ C ALL❑ AUTOS OWNED AUTOS 06/1312015 01673815-3 06/13/2015 06/13/2016 BODILY INJURY(Per accident) $ HIREDAUTOS AUTO-0OWNED (Perrac accident) $ ❑ ❑ Comp&Coll Ded $ 1,000.00 ❑ UMBRELLA LIAB ❑OCCUR EACH OCCURRENCE $ ❑ EXCESS LIAB ❑CLAIMS-MADE AGGREGATE $ ❑ DED ❑ RETENTION$ $ WORKERS COMPENSATION ❑ WC SCRYTATULIMIf [:]OTRH- AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE 0830-50966 E.L.EACH ACCIDENT $ 1,000,000.00 A OFFICERJMEMBER EXCLUDED? ❑ N/A 05/22/2015 05/22/2016 (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 1,000,000.00 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000.00 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,K more space Is required) Roofing contractor license CCC1327735,General contractor license CGC1508952,Plumbing contractor license CFC1427292. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS, Building Department 10050 NE 2 Avenue AUTHORIZED REPRESENTATIVE Miami Shores FL 33138 ' rt ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05)QF The ACORD name and logo are registered marks of ACORD Detail by Entity Name Page 1 of 2 < S Deta i, II by Entity Florida Limited Liability Company RECAMIER2, LLC Filing Information Document Number L13000048436 FEI/EIN Number 42-1774635 Date Filed 04/02/2013 State FL Status ACTIVE Last Event LC AMENDMENT Event Date Filed 09/10/2013 Event Effective Date NONE Principal Address BRICKELL BAY OFFICE TOWER 1001 BRICKELL BAY DR - STE 1712 MIAMI, FL 33131 Changed: 09/10/2013 Mailing Address 9471 Baymeadows Road, Suite 404 Jacksonville, FL 32256 Changed: 01/13/2014 Registered Agent Name &Address FRANCIS M. BOYER, ESQ. BOYER LAW FIRM, P.L. 9471 BAYMEADOWS ROAD, SUITE 404 JACKSONVILLE, FL 32256 Authorized Person(s) Detail Name&Address Title MGRG GRIMBERT, DAVID 1001 BRICKELL BAY DR- STE 1712 MIAMI, FL 33131 Annual Reports http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 7/30/2015 Detail by Entity Name Page 2 of 2 Report Year Filed Date 2014 01/13/2014 2015 04/22/2015 Document Images 04/22/2015 --ANNUAL REPORT View image in PDF format 01/13/2014 --ANNUAL REPORT View image in PDF format 09/10/2013-- LC Amendment View image in PDF for 04/02/2013-- Florida Limited Liability View image in PDF format C_oov r ;�;and Privacy Polrcies State of Florida,Department of State http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 7/30/2015 LC_C_ IZ 7735 11 IT . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . . 501 NE 96th Street,Miami Shores, Florida,33138 Window type Height x Widht NOA# NOA# . ... . ... . ... UP / OE 1; � ��Mt1111f�M1 � •' :. 2 x 4 x82 14-0908.08 I, 9' Asphalt 2 Picture window" 45 x 82 14-0908.18 8.51' 15' Wide Alley Pavement — 1 37.5 ' FIP 90°00'00" 96.47' FIP— 3 ." ;Rt�lli,riq vgitldgw �•• 106 x 62 14-0908.14 �l I MY Conc � • • • • • s• • e CB B.41' �� I 4 ..' -ROII**jir1d¢yj 106 x 50 5/8 14-0908.14 / OE---'11 N cg I 4' 8.43'J I I E 5 Rolling window 106 x 50 5/8 14-0908.14 25.07' I ' E y 2q 6 Rolling window 37 x 38 frosted 14-0908.14 in I Garage U Elev-9.87' L11 8.62' 7 Rolling window 106 x 50 5/8 14-0908.14 11ne c 10 3 ' $ 8 Rolling window 58 x 50 5/8 14-0908.14 QhN04 12 - 5D' ' m egress o 9 Rolling window 74 X 50 5/8 14-0908.14 CO) Cone Lot Line opening �r� 3 � o 1K3 hen I Residence# Lot 601Lot 12, athroo 6 r Block 10 Rolling window 74 X 50 5/8 14-0908.14 ♦�... to Lot 11, yy I living Block 99 � In ^ Block 99egrAss edroom1 areas 11 Picture window 37 x 38 14-0908.14 Imo- OC openln FFE=11.26' O Z15 Bathraomi �BeIrcom 5 N 12 Rolling window 53 x 50 5/8 14-0908.14 LIJ 0.7' z Curb -:C c PL eogress 13 Rolling window 53 x 38 14-0908.14 1 Bedroom peel 10.66' CB� —FW-32.79' 15.5' steps 8.51'/ �. P egss 14 Rolling window 106 x 63 14-0908.14 7-�10 n g 15 Rolling window 37 x 38 frosted 14-0908.14 �p 9 I 3 8.13'�[�Q° '96� I 16 Rolling window 53 x 50 5/8 14-0908.14 BOB Depressed FDH I SQA 3 HISI B 0 , FIPI et "11V 96.60' s Sidewalk 17 Rolling window 53 x 50 5/8 14-0908.14 s� 6' Panay 18 Mullion 1 x 4 x 50 5/8 14-0908.08 Miami h r o 6 37.50' cans curb 19 Picture window 65 x 50 14-0908.18 r' r �V1 g 13Y p/� 22' Asphalt Street Pavement I 11;x; DEPT 20 Mullion 1 x 4 x 50 5/8 14-0908.08 F r' F?f T— T °� �� � � 21 Rolling window 53 x 50 5/8 14-0908.14 JUL 22 Rolling window 58 x 50 5/8 14-0908.14 SLE_ 0 7(-,MPLLArlCE WITH ALL FEDERAL STATS AND REGULATIONS �'�' RAMMS ENGINEERING, INC. Kd= .85 2100 W 76 ST., HIALEAH, FLORIDA FLORIDA BUILDING CODE,2010 Robert S. Monsour, P.E. FI#11955/0006024 ASCE 7-10 MIAMI DADE COUNTY DESIGN WIND LOADS (LBS/SQFT) FOR 175 MPH WIND ZONE Interior& Exterior Zones (4&5-Walls) Positive Pressures CATEGORY R BUILDINGS Exposure D For the 175 mph Wind Zone WITH.6 ADJUSTMENT Effective Wind Area or, Tributary Area in Square Feet Height 10 20 30 40 50 60 Maximum 1.00 0.95 0.92 0.89 0.88 0.86 I 5i 48 9 46.7 45.4 43.8 43. 20 51.3 49.0 47.6 46.7 45.9 45.3 25 53.2 50.8 49.4 48.4 47.6 47.0 30 55.1 52.6 .51.2 50.1 49.3 48.7 40 57.9 55.3 53.8 52.7 51.9 51.2 50 60.3 57.6 56.0 54.9 54.0 53.3 60 62.2 59.4 57.8 56.6 55.7 55.0 Interior Zone (4-Walls) Negative Pressures Exposure D For the 175 mph Wind Zone WITH.6 ADJUSTMENT Effective Wind Area or, Tributary Area in S uare Feet Height 10 20 30 40 50 60 Maximum -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 15 -53.1 -50.9 -49.6 -4 .7 -47.9 -47.4 20 -55.6 -53.3 -52.0 -51.0 -50.3 -49.7 25 -57.7 -55.3 -53.9 -52.9 -52.1 -51. • 30 -59.8 -57.3 -55.8 -54.8 -54.0 . •• -53.3 • 0000 . 40 -62.9 -60.2 -58.7 -57.6 -56.8 . .:.. -56.1 • 50 -65.4 -62.7 -61.1 -60.0 -59.1 •••• -5&4 :000 60 -67.5 -64.7 -63.0 -61.9 -61.0 '.•• -60'2 •• 60:• • ... 0 0000 .. 00 .. 0060 . Exterior Zones (5-Walls) Negative Pressures • • 0 ' Exposure D. For the 175 mph Wind Zone WITH.6 ADJUSTMENT:'••'• • Effective Wind Area or, Tributary Area in S uar+�Feet 0 ... 0 •• : Height 10 20 30 40 50 6 •• • Maximum -1.40 -1.29 -1.23 -1.19 -1.15 -1.13 20 -68.7 -64.1 -61.4 -59.4 -57.9 -56.7 25 -71.2 -66.4 -63.6 -61.6 -60.1 -58.8 30 -73.8 -68.8 -65.9 -63.8 -62.2 -60.9 40 -77.6 -72.4 -69.3 -67.1 -65.5 -64.1 0 50 -80.8 -75.3 -72.1 -69.9 -68.1 -66.7 60 -83.3 -77.7 -74.4 -72.1 -70.3 "-68.8 ' ` Length of End Zone (a): 10% of least horizontal dimension or.4 h,whichever is smaller. •, ;� ': but not less than 4%of least horizontal dimension or 3 ft. (h= mean roof height in f ) AN 8% REDUCTION OF LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT RAO . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 501 NE 96th Street,Miami Shores,Florida,33138 •�• r'a�ale door: Height x Widht NOA# . ... UP-S� L/ ———— OE ••• ••� ••ru'rMiane Ir:paot•. 7ft x 16 15-0225-14 —————————— ------ • • • • 1 15' Wide Ailey " Pavement ••• • •.• • 37'5 90°00'00" 96.47' FIP C)j — WM 0a' • • • • • i•• �•• •• CB-10 or 8.41' t a, I Co • 000 • • • • •• •• 1 N U O • • • • • •• • • �1 a CO i / . • • . . . • . . OE-I" v c 4' 8.43' •• • • • • • ••• •• Y a a c m 25.07' E c > in Garage �r Q. ; Elev=8.87' bi 8.62' N T OL g I Cana 37.6 C Q. O 7.9' I C 04 N Q I^ r Conc Lot Una C7 r Residence W Lot 13, O I #501 N Block 99 F d ( Lot 12, rt+. ltd Lot 11, n I Block 99 CA V7 Block 99 I C Iv O I FFE=11.26' p Z 10.9' Cl) w 0.7' v Cone Z Curb J Cone PL CB1b 15.5' 10.66' ' FIP 32.79PL I Steps 8.51'-/ 04tl ` 8.13'��Q° I cSA�23' FIP BOB 8.0 , FIP Depressed FDH �� 01. Curb & Gutter ——' N90°00'00"W 96.60' 5' Sidewalk LLP 6' Parkway 37.50' Cone Curb 22' Asphalt NE 96th Street j Pavement MIAMI•DA EE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 248 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2544 NOTICE OF ACCEPTANCE (NOA) www.mtamtdade.eov/ecouomv, Clopay Building Products Company 8585 Duke Boulevard Mason,OH 45040 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:2"EPS Insulated W6 DP38 Steel Sectional Garage Door up to 16'-2"Wide wl Optional Impact Resistant Lites APPROVAL DOCUMENT:Drawing No.104724,titled"2"EPS Insulated Doors",sheets 1 through 3 of 3,dated 10112/2012,with revision 05 dated 2/2015,prepared by Clopay Building Products Company,signed and sealed by Scott Hamilton,P.E.,bearing the Miami-Dade County Product Control revision stamp v4tkthe Notice of Acceptance number and expiration date by the Miami-Dade County Product Eontool Secthu.. *00000 MISSILE IMPACT RATING:Large and Small Missile Impact Resistant .•• •0 0000.. • LABELING:A permanent label with the manufacturer's name or logo,manufacturingpllll ,model "•••• number,the positive and negative design pressure rating,indicate impact rated if applicg4lp,instal lggon �.... instruction drawing reference number,Approval number(NOA),the applicable test sta[1dgu ,and tie•0 0• **Sao statement reading`Miami-Dade County Product Control Approved'is to be located on the door's sis.Atrark, ..:..- bottom angle,or inner surface of a panel. •• •• .. 000000 RENEWAL of this NOA shall be considered after a renewal application has been filed and thot'49 Aeon no change in the applicable building code negatively affecting the performance of this product. . • 0 00 00:0 TERMINATION of this NOA will occur after the expiration date or if there has been a revision as>;hange ill the ;0 0• materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement df any pT8d4dt,far • • sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any set,Qon 5f this NOA shall be cause for termination and removal ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#13-0402.03 and consists of this page 1 and evidence page E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No I5-0225.14 MIA 010E COUNTYIN Expiration Date: December 27,2017 Approval Date: May 14,2015 d5�o51�)5 Page 1 i Clonav Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 104724,titled"2"EPS insulated Doors",sheets 1 through 3 of 3,dated 10/12/2012,with revision 05 dated 2/2015,prepared by Clopay Building Products Company,signed and sealed by Scott Hamilton,P.E. B. TESTS "Submitted under NOA#13-0402.03" 1. Addendum to Test Report No.ATLNC 0801.01-12,dated 02/06/2013,signed and sealed by David W.Johnson,P.E. "Submitted under NOA#12-1022.03" 2. 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 4)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 5)Tensile Test per ASTM E8 Along with marked-up drawings and installation diagram of 16'2"x 8',27ga steel garage door Model 4300 with windows,prepared by American Test Lab,Inc.,Test Report No.ATLNC 0801.01-12,dated 08/15/2012,signed and sealed by David W. Johnson,P.E. 3. Test report on Salt Spray per ASTM B117 of painted G40 galvanized coated p"FIS., ••s•• prepared by Stork Materials Technology,Test Report No. 30160-Ut3365, dated . •• 01/26/2005,signed by John D.Lee,P.E. 006:60 .. ...... .... . .. ..... C. CALCULATIONS "Submitted tinder NOA#121022.03" ...••• ••• • •��••. 1. Jamb anchor calculations prepared by Clopay Building Products Gomliany, dated.: ••• •• 12/10/2012,signed and sealed by Scott Hamilton,P.E. ;••;• .' D. QUALITY ASSURANCE •••• 1. Miami-Dade Department of Regulatory and Economic Resources (RER) dS�oS/�iS Carlos M.Utrera,P.E. Product Control Examiner NOA No 15-0225.14 Expiration Date: December 27,2017 Approval Date: May 14,2015 E-1 t Clopay Building Products Comnanv NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0717.01 issued to SABIC Innovative Plastics for their Lexan Polycarbonate Sheet Products, approved on 11/28/2013, expiring on 07/17/2018. 2. Test report on Surface Burning Characteristics,per ASTM E84 of Type I EPS, Test Report No. 3082960-500, prepared by Intertek Testing Services, NA, Inc., dated 10/04/2005,signed by Javier Trevino. 3. Test report on Ignition Properties of Plastics per ASTM D1929 of Type I EPS,Test Report No.3082959-500,prepared by Intertek Testing Services,NA,Inc., dated 09/16/2005, signed by C.Anthony Peiialoza. F. STATEMENTS 1. Statement letter of code conformance with the 2010 and the 5'h edition(2014)FBC issued by Clopay Building Products Company,dated 02/18/2015,signed and sealed by Scott Hamilton,P.E. "Submitted under NOA #12-1022.03" 2. Statement letters of code conformance to 2010 FBC and no financial interest,issued by Clopay Building Products Company, dated 10/30/2012,signed Pd jealed hx S;aott ••••• Hamilton,P.E. .. • ...... .. ..... 0 see .. .. .. ...... • . • osJos f�1S Carlos M.Utrera,P.E. Product Control Examiner NOA No 15-0225.14 Expiration Date: December 27,2017 Approval Dare: May 14,2015 E-2 4 3 2 1 MODELS 24 GA SNORT 27 GA SHORT 27 GA FLUSH 27 GA LONG SHEET, REVISIONS CLOPAY 4400, 4401 4300, HDG 4301, HWF 4310, HDGL 1 OF 3 REV. N0. 20NE: GATE: ECN NO. APPVD:I DESCRIPTION' HOLMES -- 66,66G, 6200 6B, 6201 67, 670. 6203 05 - 2/2015 SH I ADDED CODE COMPLIANCE STATEMENT. OPTIONAL ROW OF IMPACT-RESISTANT GLAZING, IDEAL -- SP200 SF200 SE200 IMPACT-RESISTANT CONS RUCTION: GLA GLAZING SCE N MOLDrD CE W. SOLID ODORS (ND GLAZW)OR ODORS WITH OPTIONAL IMPACT-RESISTANT GLAZING ARE OLA2IWG IS INJECTION bLOLDED GE LEXAN IMPACT-RESISTANT.OPTIONAL INJECTION-MDLDED POLYCARBONA7£FRONT FRAME AND D {1) 20 CA. HACKER PLATE BETWEEN EACH --SLX2432T.AN APPROVED CC2 PLASTIC IN GLAZING IS GE LEXAN SLX2432T,AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH D EMBOSS LOCATION THAT CONTAV45 A CENTER ACCORDANCE VATH ISC/FBC 2106. IRC/IDC 2606, HPLGE. ATTACHED WITH DOUBLE SIDED SEE SECTION 8-8 FOR ASSEMBLY DETAILS. THE ETRTRE ODDR ASSEMBLY LNSIALLEO IN COMPLIANCE WITH THIS SECDON MEETS TLIE ACRYLIC ADHESIVE TO BACK OF DOOR. A (GLAZING SHOWN IN INTERMEDIATE SECTION.) WIND LOAD REOLRREMENTS OF THE FLORIDA BWLD114G CODE AND INTERNATIONAL BUILDWO CODE AND 15 LARGE- AND SMALL-MISSLE IMPACT RESISTANT. GLAZING SHOWN IN TOP SECTION. - 16 GA. DOUBLE END STILES. o MAY BE NOTCHED FOR LITES. - 77 , rsrc ,=== r'-=, --="'� S=am VIEW'B-(SEE SHEET TWD), --- r - ( ) 6 �_ Lt _� Il--� 1 Ila-�r_i' SF—� 1 L� VIEW 'C' SliE SHEfT TWO I ' , ' TWO POINT LOCKING INTO TRACK, t�------ ---� - meas awe. - --.-A OPTIONAL OUTSIDE KEYED LOCK POSTRON. INNER BOTTOMBRACKB KEET.USEO AS MAX. DOOR VADTH 16'-2' (1) 3-X4 ROLLER CARRIER (P/N SNAP LATCH ENGAGES CND IIl51DF FLEYAnONS 0120344) USED WITH 3-TRACK. ONTO VERTICAL. TRACK, STILE •• O {• ONE SNAP LATCH ON DOOR K£1L0 O HEIGHT GAlION OF OPTIONAL VENiS. TOTAL VENT DPENING5: 60 IN' PER VEHICLE. SCCTIQNS EACH SIDE OF DOOR. UP TO 7.0' 4 VENTS SHALL BE IN ACCORDANCE WITH CLOPAY DRAWING 101845. SLIDE BOLT LOCK B 7'3' TD B'9' 5 ENGAGES INTO OUTSIDEB 9•Ir T 10.6. 6 SECTION_N 8—B (IMPACT—RESISTANT GLAZING OPTION) STILE. D"NILOC1 MIDDLE, HANDLE. LOCK 10'4' T 2'3' 7 �_•AWAIL•D' EACH SIDE OF OUTSRIE END ENGAGES IiJ 1216' i0 14.0' 4 --' DOOR. KEYED STILE. TRACK 014 14' ' M IS'9' 9 HANDLE. EACH SIDE 1610' I0 OF DOOR. INSIDE HANDLE MAX SECT(LDL ITIGII'1. 2L' Dfl91L-�.�•^--^'� C- 'DF HO1T OI><$Ief((�,(L)O09 WOH DUT510E KEYED LOCK WITH OPTIONAL OCCORAIM 2m •�• MULIFURPOSE IICH DONO TAPE SNAP LATCH LOCK OPTION. LOCK BAR tf)CKWG_ \ItitT HA MjjIs,, SNAP-LN INSERT (OETWEIN FKAX AND FACADE). Gp(.. r�ro�r, OECORAINC Fp01R FACADE. I Q�y•,b�GEN`gF . • N 2 0 t �� err• THIS PRODUCT CONFORMS TO THE * RUCTURAL SMCDNE SEAANI REOUIREMENTS OF THE 2010 FSC /FL3 JS • 000/• • (6WrEEN 4lTEl SHIN♦=D FRAME). PRODUC A&Vt4m AND THE FIFTH EDITION FBC. 'D' _! 0:, •` • ,♦ s • • • • • • rceapl�i♦arimihellwlde DESIGN LOAD +38.9) P .. -4 PSI PAITF NO.: N/A A '9=, STATE OF .411? `♦ • •• • • • A i� �� WPACT RESISWJT • A<mge4l No 4 u k_Rd"r.a.- ®ff SBS OvYe QoulawN VINULOAO NAILING r,LA:� P.:'s�. ONE-PIECE RUEt�r, ?�,G0LI—* (re ER 1E UE•bm« egw.tau /� TOLERANCES�e L��p ay •♦i ISxu+iD ` , p Fs%.C p A 10.E�� � SWIDEDW43432T0 PROIIT� ••(101 X4.3/'� � �i a tt R • Im.�13 T� W 6 D P 3 O �Y°3 a- 3.031 Rm1�L, Fm fro ,11 A/JFS,QNAl-S of FRAME&GLAilt10. Oenuel .G.00 i-Ols OO d 3.005 DESCRIPTION: 2`EPS INSULATED DOORS(SEE TABLE FOR MODELS) 0000 a 3,ppl DRAWN BY: SH DATE:9 28/12 SCALE:NTS DVVG, DESIGN ENGINEER, oweeo m 31/7 CHECKED BY: SH DATE: 10/12/121 SHEET I OF 3 ISIZEB SCOTT HAMILTON, P.E. ••• • • •♦ • ••• o�u[Na A[ ilea.OWO. ND: 104724 VTR:MD FL RADA LICENSE o. 63286 •• e • • • 2 1 ••• • ••• • ••• • ••• • • .1 • ••• • • • • • • • • • • • 4 3 2 1 MODELS 24 GA SNORT 27 GA SIIURT 27 rA rLUSII 27 GA LUNG SST REVISIONS CLOPAY 4400, 4401 43DD, MDG 4301, HDGr 4310, HDGL 2 OF 3 REV. NO.1 ZONE:I DATE: ECN NO,j APPVO:I DESCRIPTION HOLHCS -- 66,66G, 6200 68, 6201 67, 676, 6203 05 - - SEE REWStON IIISTQRY ON SHEET ONE. IDEAL -- SP21n1 Sr200 SE200 D SILICONE FILLED CHANNEL SEPARATES FRONT AND BACK SKIN OF DOOR. D -a '7 (raP)JAMB JAMB TO SUPPORTING STRUCTURE ATTACHMENT (rm LOAD FROM-MR) 1. ALL THE LOAD FROM THE DOOR IS 7nOWUM TO 111E TRACK Arlo THEN FROM THE TRACK 1D TIC 228 VERFIGLL SYP(GRADE 12 OR BETTER)JAMBS.NO LOAD FROM THE DOCIR O T.05-THICK. t8 DENSITY TI MMKD 10 THE Homm mAt(Toth J". EXPANDED POLYSTYRENE FOAM L EACH VERTICAL JAMB SEES A KUMUM DESIGN I=OF 1.301 LB&-336 LO.PER LVIEW INSULATION lAWJAIEO 70 BOTH • ,_ (1) 12 GA. GALV. STEEL TOP ROLLER FOOT OF JALQL CXTCRIOR AND INTERIOR SKINS. BRACKETS (2-1/2" 2 5-3/5'). EACH FASTENER 3.�" B FASTENERS MAY BE(BUT ARE NOT REQUIRED TO BE)COUNIERSUf1K TO PROVIDE A FOAM MANUFACTURED BY BRACKET ATTACHED W/(4) @14A5/8' SHEET RUSH MOIR111f4G SWAM PREMIER INDUSTRIES, INC.OR I4ETAL SCREWS.ADJUSTABLE SLIDE ATTACHED TYPE 1,A 1/3 SIRISS INCREASE FOH Wx.IAO WAS 1101.USED O1 111E CALCULANON OF ALLOWABLE LIMM FOR ANCHOR$NO FAStEJMS FOR SIECL C014CROE AND UNSON11r. FALCON FOAM. TO TOPS BRACKET WITH (2) 1/4-0/2- BOLTS ANO NUTS PER BRAC V10Db FRAME BUILb1NGS SL WA=OF DOOR OPEI NG SNALL BE FRAMED SOLO BY NOT LESS THAN(3)228 PRESSURE MAX.O.C. TREATED SYP(GRADE/2 OR BETTER)WOOD mm OF A STRESS GRADE NOT an 1W04 12m PSI TONGUE AND GROOVE JOINTS. 27 CA. (0.016' MIN.) INTERIOR STEEL SKIN mmit I)7 tn=FIRM Smcm R1ICN 7 OCNG(rb)FOR DOORS UP TO B'0'HIGH OR(4 2 PRESSURE TREATED SYP(CODE 82 OR OMER)WOOD STUDS OF A STRESS GRADE NOT LESS THAI (DRAWING OUALDY)WITH G-40 UN. GALV.. C' 1280 PS I4044141AL EXITS E FIBER STRESS R4 ROMIG(Fh)FOR DOORS UP TO I1rO-HIOH.STUDONtCO-ON PRIMER AND A BAKED-ON C WAU.S 10 BE COrmn4000S FROM FOOTING TO TIE DEALS. -4'- POLYESTER PLANTED TOP COAT APPUCO TO 2'8 vENTtrAL JAMA )tL_tlCi< Ay I i DB SQ� FtF r BOTH SIDES OF STEEL SKIN. z28 SfP IIRIAQE f2 QR 11'1000 JALIS SHAD.BE NMICITED TO GF WI REINFORCED BLOCK WALL OR CONCRETE COLUMtL BLOCK WALL CELLS SHALL�F01W VnTH CONCRCIC AND 4-T/4" 14 GA. GALV, ROLLER HRNOE. EACH HINGE R014TORCLV LYRA mooRcm BASS Cxid40R46 nrt0 THE FDOYOO AND DmO TIC BEANS.Au BARSSHALL BE L FASTENED TO END STILES VA7H (4) �14A5/B' WWALLLSS AND CVNCF'IME OCOLIIWa9 TO BE UEE ED Of THE BUILDING EALL ONOR NEER OR ARCHITECT VIEW �° SHEET METAL AND (2) 1/4-94/4`SELF OF RECORD NO 114 ACCORDANCE WITH TIC FLORIDA BUILOnIG CODE. 4'TALL TAPER STRUT. I TAPPING SCREWS SEE VIEW'O", 0.057"MIN. GALV. STEEL, 2x8 ,IAMB 70 SUPPORTING STRUCTURE ATTACHMFNT 50 KSI. MIN. (NOT 10 BE USED FOR ATTAM04T of TRACK ANGLE TO 228 YEitum JN485 INE SUPPORIR4G 6TRUCIURE)mm- ONE 4"T-STRUT PER SECTION. (SEC ON-CENTER /'VIEW V) EACH T-STRUT A17ACHED AT astANCE STEEL 27 GA (q.OtB' MIN.) EXTERIOR STEEL /' EACH HINGE LOtILIION WITH (2) BUILOOO TYPE fASiEHER TYPE FAIEB•KTWA YMSIIERfl3 SKIN (MIN.YIELD STRCNGTH: 4S KSI, 1/4"A3/4-SELF TAPPING SCREWS. BLOCK . -1 4'La u A 4 O.R. DRAWING QUALITY) WITH 0-40 MIN. a COtR21 ♦ a n CO AN I a-IJ4, O GALV. BAKED-ON POLYESTER PAINTED B B E.-3 -n Nl m TOP COAT APPLIED TO BOTH SIDES Or ICI10R Um S WOOD F r(SYP 0.55 Sol 3-LAU SCREW(ASIN-W7-CWrJilkuclugr _ V STEEL SKIN. • FIRST(BOTTOM)N=jICR STARTING Al NO MORE THAN HALr Or THE LARMUM 011-CCIITER DISTANCE.HIGHEST NRI10R INSTALLED At LEAST AS HICH AS THE DOOR OPE4G1M. 13 GA. GALV. STEEL BOI10)J BRACKET ATTACHED CLOPAT DOES IIOT SUPPLY JAUO ATTACHUDIT FASTENERS. WRFI (2) #105/0"SHEET METAL SCREWS. MOaMUM DISTN/CE BETWEEN CENTER OF NICHOR AND EBBE Or CONCRETE BLOCK:2-1/27.LXCLUMiG STUCCO THICKNESS. ALUMINUM EXTRUSION &VINYL WEATHERSIRIP. GOA O NM��rO',, o 14.5/8"SHEET METtU SCREWSSFf IDN A-A (SIDE %M) *; No 83�'$(6 /�.,* PRODUCE rBWBo D o ((/7�y,gJ�'�(`/'/L/'- �mLy121al1sirOnDto(iM OS rI+�O A4syllne[b 00wcob 3/ F • • • q� • • • • A 5 STATE F .lvo -F"-T TAPPjMC YIS� DESIGN LOADS: +38.0 P.S.F. k -42.0 P. F. PART NO.: N/A .�0�.,•,� P;'_��� 14_GA d _END UES •• • • � l�A&MO I}I HINGE tbiVd�CESma Gl � r �Do�lvw,d YINOLOAO RATI)7G a a px 1 t9O o ,-1 '.,RL` U R p.•'�j,A�` V 'W'a•• ••• •• • • DESCRIPTION: 2"EPS INSULATED DOORS (SEE TABLE FOR MODELS) 7TD- AE$lGN ENGINEER' oclOoa_ *.Cal 014AWN UY: SH DATE:s/28/12 SCALE: NIS DWG_R SCOTT HAMILTON.P.E. • ••• • • • • • 0 CHECKED BY: S11, DATE: IO/t2/t2 SHEET 2 OF 3 SIZE-B ORI A LI o 63286 • • • • • • • • OWE"mm%Am A e4 DWC. NO.: 104724 VER: LUT 4 S. •• • •• : • •• • • 2 ••• • ••• • ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MODELS 24 GA SHORT 27 GA SHORT 27 GA FLUSH 27 IIA LONG SHEEP REVISIONS 3 OF 3 REV, N0. 20NE DATE: ECN N0. APPVD: OESCRDPTION CLDPAT 44D0. 4401 4300, HOT, 4301.HDGF 4310. HDGL SII REVISION HISTORY ON SHEET ONE HM?4rS -- 66,66G. 6200 flit, Sul 67, 676, 6203 (DEAL -- SP200 Sr200 SE200 D 2-TRACX CONFIfumlaNTRACK CONFICUBO R0011 AVE THE HORIZONTAL TRACK DMA UP TO fl0D LAS„ p�jp LOAD R DOES HOT AFFECT DOOR.THE SUPPORT BY ODOR . INSTALLER(TO SWI). cam coinnummANtE SYSTEM JAMS CONFIGURATION DOOR QOORS UP TO 600 LBS. HEIGHT Z' 13 S WITH STEEI.r 111 BRACKET ATTACHED TO - JAMB WfTN(})SJ18'X 1-5/D'LAG SCREY($ 0_ i'DOOR OVERLAP(EACH 9tOC) AND TO TRACK WITH(2) 114"RNEIS. 3"MW. Y - 2r6 SV Wap JAVA,SEE OP1H11W.RIOP NODiWNO OY DIBTAL.LOt(10 SUIT) Y JAMB PREPARATION NOW, ID DA mv,STEEL IMUDLE-END-MILE FASTENED WnH(1)IIB X 1/2•WAFER SCREW. W A9 HDU:9PACINU IRE 14'O.0 D CND SOLE OIM_5-3/4 X 2-1/0•%3/0". S 9- S3• 7'DALV.STEEL TRACK, LO 2-1/7"% t2 GA DAI.V.SIE0. TRACK TIOCKHESS:0.0&1-. _ TRACK BpaCiL{IS FASTENED 70 ° t W000 ACK B ACK 6JB' T i ED 10 10 GA.aALV.SIEQ CERIER OUNCE �- - 18'La ROUm FASTEN@ 10 INTER STILES W/N)EACH. IAC SCREWS NOT TO EXCEED I4' P NUI' �14s5/B•9HEE1 AffIAI SCREWS. - ON-COM.NUT.OF(9)LAG FASTENER. x� �• TVP.2-1/2-X 12 aA CAIN. SCREWS REQWIEO PER JAMB. 14 rk CALV STEEL ROLLER WAGES FASTENED t0[ND STILES W/(4)DCII 114-5/0' C C' STEEL TRACK DRACKET5. SHEET METAL SCREW$ANO(2) 1/4.9CLr TAPPIRa scnvs PER am HIuGL AITACNEO 10 JAM WON(1) a 24' 5/la'X 1-5/6'LAD SCREW PER 6 2-CALv.SIEEI.TRACK FASIEHCO 10 TRACK ORACNEI. 12 W WLLV STEEL MACK MArJttTS 2'04L 7-1/2"LONG STEM, 1D BALL STEEL ROLLER WITH STEEL OR NYWI TUIL WITH CrDIER(2) 1{4'OR RNETS 0R (1) 1/4"X 5/6 BOLTTRACL SRACKE1.R LHR BRACKET(2((-1/2'r 5-3/4'1 120A) PHEPARAIGN OF.IAMBS B'f OTHERS. SCREWS. NO I}21�T(LOIN°3/4'SEV TAPPING 8RACXETS ARE ALSO USED WITH'DOUDLE ENO SOW AS SHOYAI$11 LORE B-3 SIEti I. TRACK CONF1GUfLA710N TRACK CONNIXOMTION ABOVE NI[ nn+,ae TREK 37 boon OPENING DOES HOT AFFECT 111E ,�l48-CONFIGURATION L PA13LRmL1 OPAON DOORS-11130 IHS wo R. WIND LOAD RATING Or THIS DOOR CENTER HAND REQUIRED FOR DIff ADO IIA 'R, (AVAJL.FOR COIN 2•AND 3•TRACK) ODORS OVER a,HIGH u$LE 1+Old2oNrAL ystopUC MISERE 1"DDDR avow(rAtH smLT TRACK. 4�{yyy wytm}J y STOP NOL"M QY DOOR"Sam(TD SUIE), g fftcbb 2di VP WaoO JAMB.sFt to t41 GAI.a STEEL OaUDLE-Erro-SIDLE FASiENEb YAm(+)89 x 1/2"WAT4.A T3"DAIv.TAPERED STEEL TRACK aro ANGLE TRACK •MIME PRCPARALmN HOFE•. EACH nDcw+Ess:Q.,D,•:a,rot TwcKNr aQeo'. NDSI�I SCREW.END STILE Dn, 5-3/e X 2-1/e•X 3/B•. tUN.ANGLE DIMENSIONS 3-1/4'•2-7/11'. DNSTALLER(IO sun). Ple$Mt VCRLICAI/110RIZ@RAL TRACH 14'NA7UY111d SPACING 3-1/4"r 7-7/0"MO! •O.DRp'tAPCRCO 1 A&Z-121 Flo JUtRTIDIt.T1YD 1/4'66L1S FROM LAST MOUNTING ANGLE.SEE LAG ROLI Ma1Rl0t C AT TRACK In DA OALV.STEEL CENTER OUNCE h RUIS FOR l'1RACR. Mot 10 TRACK JUNCTION CONfGUMTmN BELOW. N 7/16'L.D.ROUND FASTENED 10 URER.SIRES W/(4)EACH am PUSH NUT 11415/0'SHEET METAL SCREWS. TASIENER, ADDITIONAL MOUNIma SUNS SPACED AT 12"CEIRER$. 0.101'IN=S"CALV.STEEL TRACCREWS K FASTENED 14 CA.CALV.STEEL M UER H RULES fASTENED TO END HAM777,4, 1 TO TAPERED AlCLE.TRACK ATTACHED 10 AS,hLDE(2) %i•srlrEACH iLAp�iai•SeRtiv$ n END ilaieE �� '( JIT �, �12.ON CEHIFA TAt�iCD uIFA[WITH O1Hf ifa•d/R"eOLT k % (j0,....... Q ,� MIT AT E40 MOUN.IJO SUIT. y;'%,\ `SF''2 �i� 46' S'DIA C-1/2'LONG SIOA BALL pURU1D ST[tL TIOLlJ3L No 632 8 '. z * � � YF's S34L AU NUT AT EACH •• •Pi1Imro QF s4MRs 6Y nrFl RS • • • •• PREPApA C-+ MOUNTING SLOT LOCATION!. • • • • • PARi NO.: N/A b' FJ) rJ ;0:. • • •• 0 la +380 .F. & - 2.0 P.S. A /� 9 STAT OF :u7� DR • •• • • ••• U-M-mw.a DIAo.h1 Clopay t Q1{ D MI1110.0N1D RATING He T TRACK NCIH • • • • TOLERANCES- 1I.t+°.5 s• -4 '�i�lC• �O R(9.P��_,� •• •• •• •• 0. 3.031 B+ Feealt Lamb' fa N°.SIJ-7 W D P 3 p _ - T ONE 5/16'1 1-5/0"LAO SCREW SPACED AT INC SAME .00 0 IM15 DESCRIPTION: 2'EPS INSULATED DOORS(SEE TABLE FOR MODELS) 7A77j�0(1(A4.• 11,T� 10' _ pp OWANCES As TINE TR&EX DOLLS(IME.3-1/2•. 10•.2T.W. .000= *Aas OEEAwN BY: sH DaTE:9/28/I2 SCALE: NIS mi-mill3 40-.CIC.). AOmuWNAL LAC SCREWS LOCATED AT 16'.70•.Nk 0000 a *.Gal Dom'• DESIGN ENGINEER, 3-1/a' -D T5$ • •••40'FROM WTCV.o SVD LAG SCRW ALV LOCATE A60VE Deyreel s,/z CHECKED BY: SH GATE 10/12/1 SHEfT 3 QF 3 SIZE - iH° • • • vER1OAL/HgpamoAL•TRACK JwxT�R.• • MNn.SI41aa DHw.:ae SCOTT HAMILTON. P.E • • • • • • • Uff-NmNs ARE UI ewtm DWG. NO.: 104724 VER:MO FI. LICENSE NO. 63205 40 4 +j •• • • • • • • 2 •• • ••• • ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI.O E MIAMI-DADS COUNTY 1 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Sheet,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidaae.eoVeconomy 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. 0000 DESCRIPTION: Series"HS4700(Flange-Frame)"Aluminum Horizontal SIWLag Window;1(,. I. ...... APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS-8700 Horizontal%Rollieg•f hVge •. Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision`B", dftd.VW11/14, prepAred by manufacturer,and signed and sealed by Thomas J.Sotos,P.E.,bearing the Miaml-Wdd County Product :•••• Control Revision stamp with the Notice of Acceptance number and Expiration date 10 0 the Miaixi--bade 0 • County Product Control Section. 99 0 0 0 0 0 . . . ...... ... . ..... MISSILE IMPACT RATING:Large and Small Missile Impact.Resistant 66000 ••% •••••• LABELING: Each unit shall bear a permanent label with the manufacturer's natb>sW logo, city;state, •• .. . ...... series, and following statement: "Miami-Dade County Product Control Approved",. .inless otherwese•nated herein. :6090: .. . • 000 RENEWAL of this NOA shall be considered after a renewal application has been filed and there 4m; been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur ager the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No..12-0127.08 and consists of this page I and evidence pages E--1,E-2 and E--3; as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No.14--090.$x4 MIAtNNDADE '! f,p:�' Expiration Date: April 11,1017 MW Approval Date: November 13,2014 Page I Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. - (Submitted under previous NOA No. 11-0705.10) 2. Thawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision "B" dated 08/11/14,prepared by manufacturer,and signed and sealed by Thomas J. Sotos,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-1Q 3049 and HETI-10-3051,dated 03/23/11,signed and sealed by Candido F. Font,P.E. (Submitted under previous NOA No. 11-0705.10) 0000 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading perFB•G•TAS 181 -94 ••••;• along with marked up drawings and installation diagranf•of* SpUntens •• of an aluminum horizontal sliding window, XOX (1/4 •172•• 1/4 an4••1/3 :0000:, 1/3, 1/3) configuration, prepared by Hurricane Engineering &.ting, lue.,.Test :"'•: Reports No.'s HETI-10-3047, HETI=10-3053, HETI-10 305'1,lIETI410-43f 30, ••;••• HETI-10-3223 and RET-10-3225,dated 03/23/11, signed and%*ed by Ct"Cudp F. 00000 Font,P.E. (Submitted under previous NVA'No. 11-0705.70) ••• • 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201;�� •; 00 0 0,;. 2) Cyclic Wind Pressure Loading per FBC,TAS 20344 :***0* • along with marked up drawings and installation diagram of an'a1wuuinum beriMtal • sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, ptepdred by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3049, HETI-10-304910 dated 11/09/10, HETI-10-3050, HETI-10-3052B, HETI-10-3056, HETI-10-31319 HETI-10-3224 and HETI-10-3226, dated 03/23/11,signed and sealed by Candido F.Font,P.E. (Submitted under previous NOA No. 11-0705.10) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window, XOX configuration, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-1Q 3251, dated 04/25/11, signed and sealed by Rafael E. Droz-Seda, P.-E. (Submitted under previous NOA No. 11-0705.10) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-008,14 Expiration Date: April 11,2017 Approval Date: November 13,2014 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 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, HETI48-2036, HETI-08-20379 HETI48-2038, HET148-2116A and HET148-2116B, dated 02/28/08, signed and sealed by Candido F.Font,P.E. (Submitted under previous NOA No. 09-0706.05) 6. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 • •••• . . ...... 6)Forced Entry Test,per FBC 24113.2.1,TAS 2Q2A93 ... . •' along with marked—up drawings and installation diagram oi.$•9pecimens•o; an •••• • aluminum horizontal sliding window, XO configuration, prepared•by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3097, FTL-ZI198'and M-33641 ' • dated 12/06/01 12/11/01 and 01/28/02, all signed and seal •.b� Lui• •t nio ••••• ..x $.4nv ..:..• Figueredo,P.E. (Submitted under NAA.1Vo. 02-02205) •••••• C. CALCULATIONS '••••• 1. Anchor verification calculations and structural analysis, coinpiying vtnth.FBC, ;•••• prepared by Lawson Industries,Inc.,dated 05/28/09, revised on 07/10 and uWAed on 01/25/12, signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No. 12-0127-08) 2. Glazing complies with ASTM E130044/09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 134129.27 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/1'1/16. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0908.14 Expiration Date: April 11,2017 Approval Date: November 13,2014 E-2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CONTINUED) 2. Notice of Acceptance No, 14-0423.17 issued to'Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5►h Edition (2014), issued by manufacturer,dated 09/02/14,signed and sealed by Thomas J. Sotos,P.E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC 2010, dated 01/25/12, signed and sealed by Thomas J Sotos,P.E. (Submitted under previous NOA No.12-0127.08) 4. Statement letter of no financial interest,dated 05/20/10, signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No. 12-0127.08) 5. Laboratory compliance letter for Test Reports No.'s HETI-10-3047, HETI-10- 3048, HETI-10-3049, HETI-10 3049I, HETI-10-3050, HETI-10-3051, HETI- 10 3052B, HETI-10-30539 HETI-10-3056, HETI-10-3057, `HETI-j0;)130, •••••• HETI-10-3131, HETI-10-3223, HETI-10-3224t HET-103225 0nd I=140- .' 3226, all issued by Hurricane Engineering & Testing, Inc., dated 4.-1199/10, 03722/11 •••• • and 04/25/11,signed and sealed by Candido F.Font,P.E. 000:00 :....: (Submitted under previous NOA No. 11-0705.10) "•" •• • . . ..... 6. Laboratory compliance letter for Test Report No. HETI-A-A51, wve.a,by •,;..• Hurricane Engineering & Testing, Inc., dated 04/25/11, signed and celled by Kafael •••• • E. Droz-Sella,P.E. (Submitted under previous 14t ft. 11-0705.10) •• 7. Laboratory compliance letter for Test Reports No.'s HETI-08-2033, 99=48- •••• 2034, HETI-08-2035, HETI-08-2036, HETI-08-2037, HEkI-0�-203$,0 UTI- ;••••; 08-2116A and HETI-082116B, issued by Hurricane Engineering & TestiW, Ibc., dated 01/15/08 through 02/28/08,all signed and sealed by Candido F.Font,P.E. (Submitted under previous NOA No. 09-0706.05) 8. Laboratory compliance letter for Test Reports No.'s FTL-3097, FTI.-3098 and FTI`-3364, all issued by Fenestration Testing Laboratory, Inc., dated 12/06/01, .12/11/01 and 01/28/02,all signed and sealed by Luis Antonio Figueredo,P. E. (Submitted under previous NOA No. 02-0227.05) G. OTHERS 1. Notice of Acceptance No. 12-0127.08, issued to Lawson Industries, Inc. for their Series "HS-8700 (Flange-Frame) Aluminum Horizontal Aiding Window - LKI. approved on 03/29/12 and expiring on 04/11/17. --------- Jaime � Jaime D.Gascon,'P.E. Product Control Section Supervisor NOA No.14.-090&14 Expiration Date: April 11,2017 Approval Date: November 13,2014 E-3 • • ••• . • • .•• .. .• • • . .• •• • • • • . • • . • • . . . ••• . . • . •.• A 1A AI • • • • • • •• • • • • Gen I•NcFtes: ••• a • • . 1. GNED AND TESTED TO COMPLY WITH`POE OW � • • ) s 0 W80 4 FLORIDA BUILDING CODE INCLUDING HIGH m q VELOCITY HURRICANE ZONE ) AND ASTM 1SOO-02. THIS PRODUCT m y L IS IMPACT RESISTANT. ( NOT REQUIRED)WOOD B11 All AND ANCHORED SO THAT THE BUILDING LOADSIN ACCORDANCE WITH THE REQUIREMENTS��P C•t{To R BY aUID1Na aFFICIAI. 40E E \\ D \\' C s ••• 1NCi108B06H01d91 ON SLIEs'T 8 OF 10 ARE A9 PER TEST UNITS. ANCHORS ON sla� ��•• TO EXCEED THESE MAXIMUM SPACINGS ON CENTER(Ok-) bD AS T ON SHEETS 6. 7, or 8. z $B 1 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAXIKVS ARE TO BE ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND S TO.BE REVIEWED BY BUILDING OFFICIAL 6.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES NOTE: i Q ppp� 1 REFER TO 911669 8 OF 10 FOR INSTALLATION ANCHOR DETAILS AND N01S9 TABULATED HEREIN (SEE SHEETS B8. 7. or 8). AND FOR USE WITH DOUBLE GLAZE a3 FOR VERTICAL CROSS-REGION DERAILS'A.Al.B.&81'R To SHEET 83 MATED INSUTATRD GLASS TYPES'TABULATED 11EREIN (SSE SIlEEPS A 7 or 8). a)FOR HORIZONTAL CRS-SECTION DERAILS"C,D,&S'RUM TO SHM 04 8.) WINDOWS WITH GUM TYPES A. C, OR G"INSTALLED ABOVE SOFT. 4)REFER TO SNIT a OF 10 FOR DESIGN LOAD CHARTS AND NOTES. IN THE HVHZ. THE LO. EMMOR IM SHALL BE TEMPERED. A Al 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS &) SEE SUFI' 9 FOR 01AS8 TYPES. 9.) SEE SHEET 6 FOR DESIGN PRESSURES ON XO or OX'WINDOWS. ® a O 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL-LITE XOX" WINDOWS. p 0 C i�1yG 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN-EQUAL LITE XOIC WINDOWS. 1 W O 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 9, 4. or 9. 13.)EXT.&INT.FALSE COLONIAL HUMINS ARE OPTIONAL&AND ARE APPLIED W/SILICONE p E 14.)WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED My OTHEHS�PRIOR TO WINDOW INSTALLATION. (SEE SHEET #S. 4&6 FOR DETAILS &NOTES)WOOD BU=TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FEC CHAPTER B 1 24 SRCPION 11.9.9.& 1&)APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. LIS.)SEE MUM L)6 FOR MULLION/HLSAL ATTACHMENT DSTAIS,NOTES&OPTIONS 17.)MDUMG HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-DADA COUNTY APPROVED XOX -EOud Lite �$-1/s-1/sl 97rMM IVIG A MIAMI-DADS COUNTY APPR ED MULLION IN 867WEEN ARE ACCEPTABLE MIT $ mom THE LOWER Dit PRESSURE FROM THE W➢NDOWs OR MUIIION APPROVAL 11166 APPLY TO THE S 1 RIM 70 SHSJ3p 8 OF 10 FOR INSTAL ATION AXCHOR DZURS AND NOTES. ENTIRE MOILED SYSTEM. 81 g E3 FOR VERUCAL CRSS-SkVM DERAUS A.Al.B.&B1-REM To MMMT g9 1&)ALL MEPALATEEL IN CONTACT WITH ALUMINUM OR DISMMnAR MATERIALS TO BE 9 FOR HORIZONTAL CRS-SON DETARS A.&E'REFER TO MEET d$ PAINTED OR PLATED AND SHALL MEET SECTION 2009.&4 OF THE 2014 FLORIDA BLDG. CODE. 4)REFER TO SHEET 6 OF 10 FOR DISION IOAD CHARTS AHD NOTES. SV N 0 by XOX - Un-EOual Lite (1/4-1/2-1/4) NOTA v' • 1)REFER TO SHEER 8 OF 10 FOR 1NSTAUATION ANCHOR DETAILS AND NOTES. PRODUCTREWSED ~ U. Z FOR VERWAL CROSS-SECTION DE'PAUS'A.Al.&&BI'REFER TO SHIN 03 wQW00 ng,vith Om FHwido r 9 FOR HORIZONTAL CROSS—SECTION DETAILS-D.&E"REFER TO SHEEP da Duadips �8.gd. . .r 4) REFER TO SHEET 7 OF 10 FOR DEMON LOAD CHARTS AND NOTES AcoaW�cutb —7 .-•;C 20.2 ,ti• . �. SERIES-8700 HORIZONTAL SLIDING IMPACT WINDOW ••,; . ' �_ov APPROVED ELEVATIONS d1G on*dWvontml� . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... TEST UNIT SM Ill-K 83- 85 3/8• OVERALL FRAME WIDTH lIDT A&74'!8f • 74.OVERALL FRAME WIDTH INSTALLATION FASTENERS 84 3/8' INTERN FRAME WIDTH =.—Tag FAICBPNSR@' • •• 73'INTERIOR FRAM WIDTH- (A) IDTH(A) 10 AT FRAME HEAD TtDNAL '4U a AP FRAME H&1D • • tONAI °Mi gg (14 AT FRAME HEAD IF DP ABOVE 70.0) AT RADS • AIO FRAMB NBA<!D`OF J�OV6 70.0 �i VITtIPA� (B)10 AT 6A.FRAME SUF A Al y_ i ABOVE (s)B AV EA.FRAM IBM.• • • • ••• ,/- D At4 ro AU s �3t oC (14 AT FRAME SIJ.IF DP ABOVE 70.0) �s (e AT FRAME ME IF Dr Asovs Tao) A Al s m (C)8 AT EA.FRAME JAMB +c 4. + (C)8 AT EA.FRAME JAMB 4• OtyL 4 m y •BSE tI1BiEBAL NOTE AS dt B4. 1tt It' •SEE GENERAL NOTE F3 St®4. 9.raw• • • • • 1�A MMp m d g • • • • • • • s • • • • • • • • GeX • • • • • • • • • 3 H I31/•De•0 Lvv•ne E / E : /! n - :a v•oc // n :_ ,_� v•D.C. •�/ _::�:::=_iia // �v•� =- --=---�'=� 13 w•ac B B 1 = � � I3 w•NIG B B 1 �! � � ® � bC �� bC 51 r ®d x S o 1 AI�Z SFALIId6 AT IffAD 6 SO.L T L AL ANCO R XERD 6 SILL WOT�AL f:l OD N3 TV0 ADHITIDNAL ANLImRS REOtD1�O ! g lT MEETING TING ADDITIONAL AM OR UNITS RE8WITHOD AT t1EETOifi RARE FOtt IDMS VIMICAL AT ABOVE RADS FORTUT WITH ♦TOl+SF/-73PSf t4 T�rAU MNppTT��yy�� moic w DOW EQUAL LITE »F ABOVE+i-]DEEP a 0.Au v� C"SE�lLBIIDtl.t CTLDtt DMRRS•A,AL A Bl'AT SHEET 13 'XO" NI. N EQUAL LI'� \ pG y Tffi'T UNYP 9�Itl-Y�" _SM eDT�mrtrtu is DETAILS'C.D.�E•Ar 9OgT 4SNormVHRIICAL Cf�t4S-SECTIONION 'A.AL •B1•Ar SHEET 99 4s DFSTAW.A74DN RAST 1L'OVERALL FRAME WIDTH B.SEE VITAL 0�SECTDSI DETAILS'C,4�E'Ai SHEET t4 (A)IO AT PRAITE HEAD 116'Dii�FRAME WIDTH I.AT FBAMB iD3AD DP ABOVE 7a0 ATrffi,NL (H)10 AT EA.FRAME SILL (t4 AT FRAME SU.L IF DF AOOVE 70.0) `� AI ./- t s SERIES-8700 HORIZONTAL SLIDIlVfG VVINDOI�i (C)8 AT EA.FRAM JAMB 8' a�GIil4F.M NOU JS::14. `• L°C) FLANGE FRAME ELEVATIONS — L.M.I. $� Ma. I -a4 a/B-, 13 yr ac S I _9_____ m E � � ggNeentq°a B B� S t 13 V•OG 11 I ii l 1� rRt)DIJCT RBVISBD ANCML SPACING AT I(£AD A SRL APPLIED Y• B � +d81 tAo FloildO L TWO ppDIT1DNAl ANCWDRS REMURED AS CPTMK4V_ AmytlmwNo 08.1� w MEETING RAGS FOR UWTS WITH DP ABOVE-MW/-7'JPSF a TOTAU !1= WINDOW — UN—EQUAL LITE —woe. - L SM VERTICAL aluSS-SECTM DETARS•A,AI.IL A BI*AT SHEET 113 �' ✓ '',e., B.SEE HORIZONTAL tom-SECTION DETAILS'C,D.6 E•AT SHEET 0 1 • . ... . . • ••. .. .. . . . .. .. . . . . . . . . . . . ... . . . ... . . . . ... 1/4' TAPCUN W/ l 1/4' • ••• �T"O OVER•NET&oUATH NAILED TO 814 S.N.S. W/ 1 L4' MIN. EMBEDMENT INTO CON(. • • • • • EXTBIJIM GRADE P@YWODD SHEATHING MON. EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET 82 1. ALL WOOD BUCKS ENGINEERED SEPARATELY • • • • IO•BE 9PE D Ilt•A�CT OR G.C. (SEE ELEVATION AT SHEET 82 y a FOR MAX. FASTENER SPACING) & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) • • • �xPER10R F Y ) FOR MAX. FASTENER SPACING) K 2 WOOD BUCK AND FRAMING (NOT BY LAWSON • • • �1T Y S, INC. O 1 1/8' NDJ INDUSTRIES) MUST SUSTAIN LOADS IMPOSED • • F>'i :;'; �$4 $ Q ,, _ , p EDGE eDISTANCE BY THE GLAZING SYSTEM1'1. p d lid 'o pa :a � �•' �� z BED ar.. d •,,a' e. : co 1 1 MIN, a. •• • • • • • $•, a: a EM • • • • • • ! • • • • • z ° a"•j�v�q:•'�" a, •• • • • • ,�• EDGE ANCE ct ,4 i6 CD . Yi•1 D14 EXTERIOR GRADE—/ 12 SHIN'SPACE \P' 2X (�MAX 1M/ ) PERIMETER CAULKING cTYPJ i• m. f`•. ��d$ijt 1 `r:'d.a-.ire •.�••a. � `� A 11 15 ECAULKING XT.GRADE O PER BtETER V4'MAX 15 6 ILAWSON WDUSTRRIES•. SHIM SPACE O 1. TO BE APPLIED BY OTHERS (TYPJ a0 x (TYPJ O t n n to CLEAR SILICONE AIIHESIVE EXTERIOR I- BEDDDDING COMPOUND @11 g INTERIOR 3 i EX ERWR II35MOR u LAMINATED GLASS ALTERNATE DETAIL 14 c i WOOD FRAME IlWALLATION DETAIL 6 27 , WO OW INSTALLATION NOM j L THE WINDOW MAKE FLANGE TO BE BACK-BEDDED V/AN EXT. " 3 1 20 GRADE CAULK THROUGH= THE ENTIRE PERINETER DF FLANGE T o 8 BY WINDOW INSTALLER(TYP.) SRL RISER-�TDDNAI. 2.THE EXPOSED EXT.PERIMETER OF THE WINDOW FRAME TO I �CIiITH snJCMARTDM BE SEALED W/AN APPROVED EXTERIOR GRADE CAULK 2 SHEETS 84.85,&86 BY OTHERS(TYP.) I i •HH6'11 THS OAP HE149BBN RHD WINDOW FRAM An THE BUCK OR 26 I 26 10 9 3 13 I lAMW IS L�THAN 1/B'.WM ARB MY REQUIR0. B 13 ANCHORS NOTE: 81` O :.:j t:.:.'itii:::'r::c:: ANCHORS TO 812 SMS OR VD OO SCREWS INTO VD, OR YEieeeuea'a.. EXTERIOR GRADE EXT.GRADE 1/4• TAPCONS or APPROVED CONC, FASTENERS INTO CONC ����`,6 PERIIETER CAULKING CAULK WITH A MINIMUM OF 1 1/41 PENETRATION INTO WOOD OR �g.••" CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) e a e . 1/4'MAIL e A .. SV4 a IN N W 1) a 4• 4 SPACE S: e a e v y-jy rACd A dA A d•- .1 1/4 d:l 1/4' MDN tTYPJ .':cqn M R EMBEDMENT y ° EMBE MENT a. a . . . .. "a.e . . . .. PRODUCTIUiVISBD -cam ,`•.a 4d• e �. "e.e •ad: I d: \:'d•' ad• e d�'o Q,d': A. �pqu rdU,umr•Mwsau oa. 14 G ° , ,• ° tib.• ° '•, EDGE DISTIN ° J fir.• OPTIONAL SILL INSTALLATION DETAIL. AT "XO or 0X" NU ePm us1 uhol . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... I. DG.ALL WOOD BUCKS ENGINEERED SEPARATELY & 2X WOOD BUCKS • ••• • ••• • ••• TO BE REVIEWED BY BLOFFICIAL (TYR) i i •• • • i •• • •i •• BY OTHERS (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON • • • • • • • O s INDUSTRIES) MUST SUSTAIN LOADS IMPOSED • • • • • • • • o INTERIOR FINI BY THE GLAZING SYSTEM • • ••• • ••• • m C a (BY OTHERS) to 23 LAMINATED GLASS •• • • • •• ••• •• PT. WOOD BUCKS o ^ 33 ••• • • • • •• • 3 �+ v4•NAX SILICONE ADHES%E • • • • •• • 1/4•Ra�z @l4 S.N.S. W/ 1 1/4' SPACE BEDDING COMPOUND • • • • • • • SHDt:z MIN. EMBEDMENT INTO Wl%]A INTERIM • • • • • ••• •�,, � (h (SEE ELEVATION AT SHEET >I2 7 17 34 3 8 o FOR MAX. FASTENER SPACING) 2X 5 27 s 1 U4' WIN. a MDV. EMBEDMENT INTO T _ _ .(SEE ELEVATION AT SHEET 02 14 ix FOR MAX. FASTENER SPACING) 12 a °e: a 11 MMI 6 G DISTANCE 1 1/4"WIN. t < 17 8 t1 EMBEDMENT E�DISTANCE EXTERIOR WALL FINISH a. BY OTHERS CTYPJ z� .1,a ams 28 14 `` (f. o z 4 EXTERIOR /8 18 11 'i;r�i.: ..d. O EXT.CRADE K •'°. �/ 1 STUCCO OVER METAL LATH NAILED m O Y.��'c:�-ase r;S°•: EXT.GRAME PERIMETER -'x: •�..`..._;. EXTERNA GRADE PBYOARCH TELT OR G CAtLLKINU NOT BYfEXTERMR TO BE SPECffifED BY ARCHITECT DR GG ,LAW=VIDUSTRIEV, FOM BY OTIIFASI BE APPLIED BY an RS NOT BY LAVH DOUSTPIEL IM m MAX WI{VIIOv FRAME ME Buac WIDTH _._____.____-----__---_--___.___. a 74' MAX. $ WINDOW FRAME FLAMM WIDTH ��a# ; "XO" WINDOW EQUAL LITE ( "OX" REVERSED ) o TYINDOW ALLATION NOTES 30 31 i L THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/AN EXT. $ ld si 8a BLADE CAULK THR[BIGHOUT THE ENTIRE PERIMETER OF FI.AMGE BY WINDOW INSTALLER(TYPE ;► E THE EXPOSED EXT.PERIMETER OF THE WINDOW FRAME TO ' BE SEALED W/AN APPROVED EXTERIOR GRADE CAULK (° L BY OTHERS(TYP.) k a 21 •WHEN THE OAP BEEN THE WINDOW FRANK AND THE BUCK OR k�4 � 5 MASMUtY IS LESS THAN t/B',SHO1S ARE NOT REQUIRBDANCHORS NOTE• ANCH�S TO BE B12 SMS OR WD. SCREVS BRTO WOOD, ORLOCK (LATCH AND SWEEP) OPTIONS 1/4' TAPC13NS or APPROVED CONC.FASTENERS INTO CONC., WITH A MINIMUM GF 1 1/4' PENETRATION INTO WOOD 13R 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE CONC. (REFER TO LOAD TABLES FOR MJANTITIES REOUD�D) PRODWRBvIsmLOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS.B. BOTHFOR uD6IE ON N L eD NYLO. CAM LOCKS ARE QUALIFIED �=No1 —O .1Q-TWO (2) LOCKS ARE REQUIRED PER EACH VENT. dimiil a CnnWl . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... DESIGN LOVID CAPACITY S -OX o"WpYD ••• • ••• If # • •+/• • • •• a WINDOW Jamb H&S Glave "A" •2 Blass 'B" 2 Glass 2 . "Type "D" V 2 *1 Qlass Type"E' r 3 Blass "P" 3 WIDTH HEIGHT Anchors Anclrors +pf -psf +psf -pSf +psf • - t psf -pef +psf -psf ; $ 24 24 3 3 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 24 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.o 48 24 3 6 65.0 65.0 65 0 65 0 70 0 90. 0. 80.0 80.0 80.0 80.0 60 24 3 6 85.0 65.0 65.0 65.0 70.0 •70.6•• . '110.0 • ••70.0 • 80.0 80.0 80.0 80.0 72 24 3 6 65.0 65.0 65.0 65.0 70.0 • • 70.0 • 80.0 80.0 80.0 80.0 a R m x 24 36 3 4 65.0 65.0 65.0 65.0 70.0 70. 70 80.0 80.0 80.0 80.0 $ 36 1 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 _ 48 36 3 1 6 65.0 65.0 65.0 65.0 70.0 1 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 36 3 1 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 24 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 48 6 65.0 65.0 65.0 650 70.0 70. 80. 0 70.0 70.0 80.0 80.0 80.0 0 60 1 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 ® a°, o 72 48 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 24 60 5 4 65.0 65.0 65 0 70.0 70 0 70 0 70 0 80 0 .0 80.0 8 0 jy fl o S 36 6o 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 60 5 6 65.0 65.0 1 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 a 72 5 6 65.0 65. 65.0 65.0 70.0 70.0 70.0 7 0 - - - i 2&5 25 3 4 65.0 65.0 650 650 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 26 3 4 6540 65.0 6540 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.o 80.0 53.125 26 3 6 65.0 65.0 650 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 265 5 4 4 65.0 .0 65.0 650 70.0 70.0 -700 70.0 -15.0 80.0 0 80.0 g 37 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 8t10 80.0 80.0 g 53.125 38.375 4 6 65.0 65.0 65.0 6'5.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 Sao 74 38.375 4 8 65.0 65.0 65.0 650 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 2&5 50.625 . 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 50.625 5 4 65.0 65.0 650 650 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 k 53.125 50.625 6 65.0 65.0 650 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 8 T4 50.625 5 8 65.0 65.0 65 t� M-6- 70 0 70.0 70.0 0 800 Or 2&5 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 a 37 58 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.o � $ 53.125 58 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 58 5 8 1 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 2&5 6 4 1 65.0 65.0 65.0 0 70. 70 0.0 0 80.0 80.0 80.0 37 63 6 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 63 6 6 65.0 65.0 65.0 650 70.0 70.0 70.0 70.0 80.o 80.0 80.0 80.0 ............ 74 63 6 8 65.0 65.0 65.0 65.0 6&0 70.0 - - - - - - LL OteS 1.) SEE SHEET B FOR GLAZING TYPES. DETAILS &SILICONE OPTIONS. m vinuwididmig 8) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW Sue�mmoko_ � RISER - I2PTIONAL � (WINDOWS WITH GLASS TYPES °A. B. C. & D-) j at" APPLIED VITH SD ICDNE 3.) BILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP /� / FOR IIP ABOVE +70.0 PSF (WINDOWS WITH GLASS TYPES-E. &F-) AND +80.0 DP MAX. /� %i' �� ar. 1 ' C+BOO IIP NAXJ ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON �/ y - \ 1, WINDOWS WITH DF ABOVE 70.0. (SEE 4.) WINDOWS WITH mAss TYPES 'A, OR BO) o'INSTALLED ABOVE IN THE HVHZ. THE 1.0. E MMOR LITE SHALL BE TEMPERED. IDt m j . . ... . . . ... .. .. . . . .• .. . . . . . . . . . . . . . ... . . • . ... DESIGN LOAD CAPACITIt ,XOX D w n 1 Lite 1/4-1/3-1 • • -Pressuass . • •• FRAMESIZE 6 Jamb 9H&S GlassTy "B" (*2) Glass T e"C" •2 Glas T e D" •2 GI T e" :,*I Glass T e"F" '3 Glass T "G" •2 o WIDTH HEIGHT Anchors Anchors I +Dsf I -DO +psf -psf + sb • - f + •+Vasf +a f • +psf I -psf I +psf I --Lpsf o 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 66.0 75.0 52.0 52.0 65.0 75.0 '+ 72 24 3 7 80.0 80.0 80.0 80.0 65,0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 m 84 24 3 8 80.0 80.0 80.0 80.0 65.0 • 35.6 8610 ••718+ 52.0 52.0 65.0 75.0 �" m -R € 96 24 3 10 80.0 80.0 80.0 80.0 65.0 75.S 62,0 52.0 65.0 75.0 $ 08 2 3 0 0 • i5.® • + b 75.0• 52.0 52.0 75.0 rk 60 36 3 7 80.0 80.0 80.0 80.0 65.0 0. ••7&6 52,0 52.0 65.0 75.0 z§4 72 36 3 7 80,0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 36 3 8 70,0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 36 3 10 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 76.0 o 108 36 3 11 - - 52.0 52.0 65.0 75.0 66.0 75,0 52.0 52.0 65,0 75.0 60 48 4 7 70.0 75.0 70.0 76.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 84 48 4 8 520 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 76.0 96 48 4 10 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 x 108 48 4 11 - - 520 52.0 65.0 75.0 65.0 75.0 62.0 52.0 65.0 75.0 ® o 60 7 5 . 5 . 65,0 75. --M.0 75.0 52.0 52.0 . �y 72 60 6 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 �l o O 9 84 60 5 8 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 pC 9 96 60 5 10 - 52.0 52.0 65.0 76.0 65.0 75.0 52.0 52.0 65.0 75.0 908 60 5 11 - - 520 52.0 65.0 75.0 65,0 75.0 52.0 520 65.0 75.0 �' o 74 26 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75,0 52,0 52,0 65.0 75.0 co a 74 38.375 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.01 I x 74 50.625 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65,0 76.0 52.0 52.0 65.0 75.0 74 58 5 7 520 52.0 65.0 75.0 65.0 75.0 52.0 520 65.0 75.0 74 63 5 7 520 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 26 3 9 520 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 1 3&375 4 9 520 52.0 65.0 75.0 65.0 75.0 52.0 520 65.0 75.0 8 79.6 50.625 4 9 520 52.0 65.0 75.0 65.0 75.0 52.0 520 65.0 75.08 79.5 58 5 9 520 52.0 65.0 75.0 65.0 75.0 52.0 52,0 65.0 75.0 79.5 63 5 9 52.0 52.0 66.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106 3 91 520 .0 .0 75. 0 75.0 52.0 52.0 65.0 NO- 106.25 5.0 906 25 38.375 4 11 520 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 106.25 50.625 4 11 52.0 52.0 65.0 75.0 65.0 76.0 52.0 52.0 65.0 7510 108.25 58 5 11 520 52.0 65.0 75.0 66.0 Mt 52.0 65.0 75.0 106.25 63 5 11 52.0 52.0 65.0 75.0 65.0 52.0 . 65.0 75.0 2 91 26 3 91 5 .0 52.0 65.0 75.0 65.0 52.0 75.0 119 38.375 4 19 520 52.0 65.0 75.0 65.0 52.0 65.0 75,011 50.625 4 11 52.0 52.0 65.0 75.0 65.0 52.0 65.0 75.0 11 58 5 190 52.0 52.0 65.0 75.0 65.0 52,0 6 ,0 75.011 53 5 19 52.0 62.0 .0 75. 0 62.0 52.0 65. 7 . 101111111", PRODUUMVIff B da - 08.1 - o°.. ates • : 1.) SEE BIG=a FOR GLAZING TYPES. DETAILS &SILICONE OPTIONS. °'mD wry N ij N &)STANDARD BILL um ON WINDOWS WITH +70.0 DP AND BELOW �iy_ . .� (WINDOWS WITH GLASS TYPES A, B. C. & D) ��� ��� ��� Ni Oa IniCon 20 S Ll RISER - OPTIONAL. 3.) SILL WITH HUM ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP I APPLIED WITH SILICONE �� N (WINDOWS WITH GLASS TYPES -E. & r) AND +80.0 DP MAIL /% /% /% I 1 FOR DP ALIVE +70.0 PSF ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & BILL ON 1 2 I (+80.0 DP MAX.) WINDOWS WITH DP ABOVE 70.0. (BEE ELEVATION AT SHEET 8 OF 10) �' �� i `�,��`•..a„ 4.) WINDOWS WITH GLASS TYPES -A. C. OR G-INSTALLED ABOVE SOFT. IN THE HVHZ,THE LG. EXTERIOR LITE SHALL BE TEMPERED. 100%- Un-E�+tal the • • • • • • • • • • DESIGN LOAD CAPA -XOrVMMWS Elffig Ute(1/3.1/3-1/3) • • 4/- • • a FRAME SIZE #Jamb 9 H&S Glass Type"13" ("2) Glass Type"C" 2 GIaft 1jp "D" V F6 pltss Type" " V Glass Type"F"("3) Glass T pe"G" ("2) g WIDTH HEIGHT Anchors Anchors +psf _p +pat + ef +psf • . ef +p� .psf + .psf y 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 24 3 9 80.0 80.0 80.0 80.0 65.0 • 950 • ' 7 . 52.0 52.0 65.0 75.0 & ! 84 24 3 9 80.0 80.0 80.0 80.0 65.0 • 964 • • D • 75-0 52.0 52.0 65.0 75.0 9 60 36 3 7 70.0 75.0 70.0 75.0 65.0 950 • 0 25.2 • 7 52.0 52.0 65.0 75.0 z° o 72 36 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 36 3 9 - - 52.0 52.0 65.0 75.0 85.0 75.0 52.0 52.0 65.0 75.0 60 48 4 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 in s, 72 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 60 5 7 - - 52.0 52.0 65.0 75.0 65.0 -75.0 52.0 52.0 65.0 75.0 ' 72 60 5 9 1 - - 52.0 1 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0- 84 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 26 3 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 01 e 53.125 38.375 4 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 W f4 x s 53.125 50.625 4 6 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 520 65.0 75.0 53.125 58 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 520 52.0 65.0 75.0 53.125 63 5 6 1 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 t6 a 74 1 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 520 65.0 75.0 xi 74 38.375 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 $ 74 63 5 9 - - 520 - 520 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 8 79.5 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 520 520 65.0 75.0 9 79.5 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 520 65.0 75.0 79.5 58 5 9 - - 520 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 26 3 9 70.0 75.0 70.0 75.0 85.0 75.0 85.0 75.0 520 52.0 65.0 75.0 sI 84 38.375 4 9 70.0 75.0 520 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 EEN 84 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 84 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75. $ 84 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 1 75.0 52.0 52.0 65.0 75.0 PXaDucrRevMWSdtm • ,b3�,, � 9��r Notes 1.) SEE SHEET 9 FOR OLAz=TYPES. DETAns& mucoNE OPTIONS. Acce9rmaeeNa 8.) STANDARD Slid.USED ON WINDOWS WITH +70.0 DP AND BELOW (WHIDOWS WITH OLASS TYPES "A. B. C. &D) N\� /.� a SILL ED R - SILIDNAL S.) SRI WITH RIM ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP ' \ 20 APPLIED WITH SILICnNE (WINDOWS MM CLAW TYPES -E. & n AND +80.0 DP MAX FOR DP ABOVE +70.0 PSF AWINDOWS DDITIONAWITH DP L ANCHORS REQUIRED AT FRAME HEAD & MI ON (+800 DP MAX.)4) WINDOWS WITH OLASS ABOVE YPES TYPES ORGADdSTAWSD ABOVE SOFT.O) `\��� o' IN THE Hvim THE 1.6. EXTERIOR LITE SHALL BE uEmmm. XoX-sauel ute ` . . ... . . . ••• .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... • • 6 le w* -• HS-8700 FLANGE FRAME WINDOW HUI OF MATERTIS 19 ALIRUMAI M LLMM • FLAT HEAMAPFULIRPS • q C • SEE MULUONTIP APPROVALS FOR • • (SEE ELEwt1EN Al�t[ET 12 P i RBeD. DESCRIPTION RBlfAP164 0 EGaamH TYPE.512E AND MAX • • • FOR E1►JL•fASIEtSRIUA TI Arm ccn nmur NPTDDNS'. DESIGN PRESSURE L0afA710HS _ UP TAMt'f�IR RUANTIT`h •P. !!•7703 1 FRAME HEAD 6063-76 ALUMINUM Q Stl NIX-MMIll 6731 (AlMW VORKING a" 0.078'EON.7HXdf) - E L-8701 I FRAME SILL 6063-76 ALUMINUM ro i y p66S. vol CIRIDN e 3 L-7701 I FRAME F)0.JAMB 60l ALUM" `� AW �PpN NOTE:THE LOWER PRESS OF .Q S ��D THE WWW OR UILL SHALL GSI OR • 4 • L-7704 1 FRAME FIXED MMDM RAIL 6063-76 ALUM" c m IS ' >zd MASS 0u1� Dana utDltAa • •__EP L-7705 1 VENT MELTDUG RAD. 6063-T6 ALUMINUM g _ t tm ATMALED all, . • 6 •L-7707 I VENT TOP/BOTTOM RAIL 6063-T6 ALUMINUM a eG�•PLASM D1TE19.ATER - NryE sWE •• • •• - • • 7IL, L-8703 1 FRAME VENT JAMB 6063-T6 ALUMINUN Z 3 Gia'AMEMED GLASS omr 9 L-7706 1 VENT JAMB LATCH RAR. 6Qb3-T6 ALIDmNIDI 8 a LUMUM OId&9 COMPOSHION_TVM D 9 L-8702 1 FRAME SILL TRACK 6063-TS ALUMINUM = 8911E Muse 0>�S40H Dana tatORAts ons�lloN 10 L-8705 1 FRAME SRL RETAINING CLIP 6063-TS ALM" c I Sia•RCAT.sTRSNOIisRSO aASS w Ad1E� ---------- 11 L-7708 AS RWL GLAZING BEAD<3/8') 6063-75 ALUMINUM i ¢ DG96'PtAa7tc 9Ni[RLAYFA _ gRnw' 12 1 FS-M AS REG% FRAME ASSEMBLY SMW.M f8 X 3.14,Pit PHILLIPS c 9 VB•MEAT-STasesaeENEv EXTERIOR GRABE tgINOOt9 Fill 13 FS-040 AS REGI. INSTALLATION SCREVS 614 SMS FILOPHIL. LANHUM QLAB9 _ B PERIMETER CAULKING EXTERIOR 14 L-75M AS REIM ViNYL BULB 1/4' DIA.BULB 63033 Lz 6 NII maty D118QtIN7EtpN DePAa 1AtMaTB 15 PWS-003 AS REWD. FIN SEAL WEATHERSTRIP J87'r x 230•h 0,9 i 1/8'LSAT-sTtmRsIaD MASS ©2 FRAME MULL]NG DETAIL 16 PVS-00.4 as REO'm FIN SERI.VEATMGERSTRIP 1871■x.3�'h a DGSD• AT-s DITEEGATER _ - ar'sol 17 PVS-009 AS REGI. FIN SEAL WEATHERSTRIP All r x.310'h 9 1/B'IlgAT.Silt4NSI1ENED GLASS esw 18 L-7711 AS REGNA GLAZING BEAD( INSULATED) 6063-75 ALUMINUM TBD CONFOSrM- J114" HULA S SUE AND� 19 PWS-w1 AS REWD. PILE B GAZING BEAD .1871 r x 150'h zffi GLtS9 O8T4a u9mvATaPRESSURE UIMATIOIG 20 L-8706 AS Ill SILL RISK ADAPTER 61163-75 ALUM.-OPTIONAL q I V8•AM®ALED GLASS E:THE LUM PR OF BUT-ar PVB 21 L-7539 2 VENT SPRING LATCH 6063-73 ALlB41NIM tl 8 009Y RASfOt DNIEad1TER ILP.�,NI. QR E91RL SMALL G04�1 3 Ips AMEAI.ED GLASS awr X. 9 12 S.O.S.X 1 1/4'L Be MC-ow-1 2 VENT NOI.DED SPRING LA MDLDED NYLON SHIN (StI ELVMM M SHM/2 83 L-7523 1 x LATCH LATCH SPRING STAINLESS STEEL � I POR MAX.FASIERT.R SMiONG) 19 8 0,4 ■ 2 SiLVJRMB.MINT GASKET fA6'CLDSD CELL FOAM 25 FS-041 2 SRL RAR ASSEMBLY SCREW 88 X 2 L4•PAYP{IL..26.1 MC-044-1 a WEEP FLAP 6 BAFFLE ■.50�d7rul y 26,2 HC- 1 X WEEP OPEN CELL FIAM PAD 1/8'X lAr X 2'L Dim cuum an 27 M-040-1 2 SASH ROLLER 6 HOISM6 ■ S�-l�AD(AG6'--! T�S%CTMeI a 28 KC-026-1 1 SCREEN FRAME 3 MESHM . A ■ I ATTACHMENT Sl 0 CLIP 118 X Sib'S=1 u G,•S to p— 1 tAYIIvas 30 MIC-058-1 a VENT SVEEP LATCH NQED MYLI04t 1!8•AMRALED GLASS 31 MM:-0,54-1 a VENT SWEEP LATCH DIE CAST METAL8 Dya•T4ASTIC INl@BATtR ® u0, SIRES PV8ELE NOTE: 32 L-8830 X FRAME SILL ANCHOR CLIP GYffi3-TS ALtwa r 3 Isa'AtsEALEO Ga1sSS 11 EP°SMUT TA' SEALANT L ALL SIM IN CONTACT D0111 a. 4 10,'DIAXAM MR SPACE AOR All TO BE FARM OR P1A7ID. 33 ■ a LAMINATED GLASS See IDetas.LJl 0,r slaret 9 3 Lw AMSALED GLASS 00 2.h1l STRUCTURES 34 ■ AS REWL GAZING SB tVNE See OataBs 8 LL aF sheet 9 3 A) EI.I :A.L M 1�E- 35 IPTIONAL AS REWR CCLENIAL FALSE MNITIN ALUMINUM 51 (57EEI.le GA LUN.ilGGlt-aaB') $ DISLUTO IdNINA'P88 QIdS9 C ANKIZILED GLASS B)ALW M11U:60EJ-13 UBL 36 SH-5504 AS REIM JOINT SEALANT ■ I _� mum nous OWL 0,078'MIN.THICK) 37 ■ AS REG'D. PER�IM]ETER ACRYLIC CAULK OSI P13LVSEARSEAL �a F— e UW ar>BRLArm ®j z6v 1 HIB METAL STRUCTURE ATTACHMENT DETAIL �, 3 V0,'NWALED 'Dl' 4 114'INS1LAlED AIR SPACE 1�' tttt111F1tlIJ.pr 3 1A6'AxIV6A1.6D Ilea COMPOSMON Tvps G y 1101111 GIA69 DEt 021 [L-- I Im N EAT-STRoom✓SD aASSL'�,, Ate. E fast PLASM INTER AVER m uv Pve N 3 LM WAT�SIRENOHEIEO GLASS - - R^'�T' '�+ 4 V4'DISI"l AIR Gl PRODUCTRIVMGD . 3 HEMP GLASS OD taNNLNtm b•IW1de O - OU VD1l WITH MASS TYPES'A.Cl DR O•INSTALLED AN PIE 3GFT. q N eNo 093. ,j. •&'s:._0,` IN THE NVN2.TND:LG EXTERM LITE SHALL BE TEM+EkEO I� GUZING DETAILS AND OPTIONS rtv � t''NI; NN 4N�caaa .. .. . . . .. .. . . . . . . . . . . . • . . . . ... • • • • •.. FRAME HEAD FRAME FTKED JAMB SH.L TRACTS. ••• • ••• • ••• ERKVE JAIre L—'1703 L8� L-7701 L-8702 • • • • • .• • 14 O O O • . • • on • `\ FRAME TOP CORNER m 968 m L989 • • • .• .•• as Ogs Vr EM • • • • • • • • • q • • • 1!• . •. • • G SILL RETAINING CI:P • • + • • • • z R A 968 L-8705 .• . • .Ve • ••• •• p MWE RM L1S8 I 1 VENT TOP auL D? t5 C FRAME SILL FRAME VENT JAMB LO8701 O L�66 9sa a FRAME BOTTOM CORNER TIdAl1E NEEM tLllL VENT TOP CORNER W 14 VENT SPRING LATCH \, ® D E1 me..c end Frjut SRI L-7699 A68 dJ 4 QW \\` PA 43 u 15 vatsr Loac —� 998 l VENT INTERLOCK RAH. FD=MEETING RAH, VENT TOP/BOTTOM RAH. L-77QA L(�A.)EUMRA L— L-7707 FRAME S ag W as 35VENT BOTTOM CORNER k � S 0 FRAME & SASH CORNER ASSEMBLY TDETAILS g VENT JAMB RAHILLSILL RISER L-7706 3OCHOR CLIP GLAZING BEAD L) 'G BEAD ,`�yTtlrue�3JR�+': © L-7708O O b•:.. dBS x991 9j co 1 W r L m ,pg0 PRODUCTRBVI5RD 1 �ndppd9itog ooVM"FlWd 11k, 8.791 Am iug CmV v. J2�' s�•41' .. . .; J73 —373 m UY_ �u.�a,•1Z,—,,,,_., �� 1j/jt111111111\I� t ucl Conlml\ i MIAM!•DADE 1VILUNII--DARE COUNTY,FLORIDA • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOINIIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE AD]VIIMSTRATION DIVISION T(786)315-2590 F(786)315-2599 _NOTICE OF ACCEPTANCE (NOA) www.miamidade.govieconomy 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: Clipped Extruded Aluminum Tube Mullion w/and w/o Steel Reinforcemedf-%.M.I. APPROVAL DOCUMENT: Drawing No. LAW—ML-1001,titled"Aluminum:J1jhe tAulliQ;S*' Streets O1� • through 10 of 10, dated 04/27/10 with revision "B" dated 08/01/14, prepared by.m mwfacturer, signed aml••:• sealed by Thomas J. Sotos,P. E., bearing the Miami—Dade County Product ContrOl•$"ion Revision staupp...; with the Notice of Acceptance number and Expiration date by the Miami Dadp•trotupty Pubtluct.ConAl Section. "' • ...... ... . ..... MISSILE IMPACT RATING:Large and Small Missile Impact Resistant •: •••••• LABELING: Each unit shall bear a permanent label with the manufacturer`s 3fa148 Ar to o, city, states series, and following statement: "Miami—Dade County Product Control Approved", u;fess oise noted herein. •..• ... • RENEWAL of this NOA shall be considered after a renewal application has been filed and t1fete lfas been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0127.07 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No. 14-0908.08 MIAMFDADE COUNTY Expiration Date: May 30,2017 E3-Zml Approval Date: November 06,2014 Page 1 Lawson Industries,Inc.• NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA's No.'s 02—OSOLOS and 95-1212.09) 2. Drawing No. LAW—ML-1001, titled "Aluminum Tube Mullions" Sheets 01 through 10 of 10, dated 04/27/10 with revision"B" dated 08/01/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos,P. E. B. TESTS 1. Tensile Test report on 0.10"thick wall aluminum tube mullion,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-02 TO71, dated 09/16/02,tested per ASTM E8,signed and sealed by Rafael E.Droz—Seda,P. E. (Submitted under previous NOA No. 02-0501.05) 2. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked—up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering& Testing, Inc., Test Report No. HETI-02-1714, dated 08/27/02, signed and sealed by Rafael E. Droz—Seda,P. E. (Submitted under previous NOA No. 02-0501.05) . 194 .... ...... 3. Test report on: 1) Large Missile Impact Test per FBC,TAS 20l— ••• • 2) Cyclic Wind Pressure Loading per FBC,T-A&X03-94 •• •••••• along with marked—up drawings and installation diagram of tM iflch span'ahunintix�•• tube mullions with C4 x 4.5 steel channel reinforcement,•00 " red �y aMca".. 'PiEngineering & Testing, Inc., Test Report No. HETI--02--171.6,.dated 8/27102 signer•• and sealed by Rafael E.Droz—Seda,P. E. •• •• •• """ (Submitted under previous NOA No. 02-0501.05) • 4. Test reporton: 1) Large Missile Impact Test per FBC,TAS�01—�4. ;•"" • 2) Cyclic Wind Pressure Loading per FBC,T'AV243--94• ;•; •• along with marked up drawings and installation diagram of an alumiflUin'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 previous NOA No. 02---0501.05) 5. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked—up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. IIETI-02-1717, dated 08/27/02, signed and sealed by Rafael E. Droz—Seda,P. E. (Submitted under previous NOA No. 02-0501.05) Jaime D.Gascon,P Product Control Section Supervisor NOA No. 144908.08 Expiration Date: May 30,2017 Approval Date: November 06,2014 E--1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(coNTrNm) 6. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-1376, dated 01/31/96,signed and sealed by Gilbert Diamond, P. E. (Submitted under previous NOA No. 95-1212.09) 7. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 904nch span mullion and a 45-inch high fixed window on top,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-1383,dated 02/13/96,signed and sealed by Gilbert Diamond,P.E. (Submitted under previous NOA No. 95-1212.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, prepared by manufacturer, dated 05/17/10 and updated on 01/25/12, prepared, signed and sealed by Thomas J. Sotos,P.E. 00 (Submitted under previous NOA No. 12-012Z 00 •••• 2. Glazing complies with ASTM E1300--04/09 0000 0000. 000000: 0000.... 0000.... D. .QUALITY ASSURANCE 0000.... • 0000.... 1. Miami-Dade Department of Regulatory and Economic Resoulees SER):'0 '0 ' 0000.. 0000 0000 0000... . 0 0000.... 0000. . 0000... E. MATERIAL CERTIFICATIONS ' 0000 0000 0000 .000000 1. None. • 00 00 . . . 000000000000 0000.... F. STATEMENTS """ . 00 0000 0000.. 1. Statement letter of conformance to and complying with FBC 5'"Edition issued by manufacturer, dated 09/02/14,signed and sealed by Thomas J. Sotos,P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance to and complying with FBC-2010, issued by manufacturer, dated 01/25/12, signed and sealed by Thomas J. Sotos,P.E. (Subfnitted under previous NOA No. 12-0127.07) 4. Statement letter of no financial interest, issued by manufacturer, dated 05/20/12, signed and sealed by Thomas J. Sotos,P.E. (Submitted un(lei.previous NOA No. 12-012 7.0 7) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-0908.08 Expiration Date: May 30,2017 Approval Date: November 06,2014 E--2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(coNTiNuED) 5. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to the NOA's No.'s 06-0620.17 and 06-0620.18, dated 05/20/10, signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No. 10-0610.02) 6. Laboratory compliance letter for Test Reports No.'s HETI-02-1714, HETI-02--1716, HETI-02-1717, HE T142-1718, dated 8/27/02 and HETI-02-T071, dated 09/16/02, all issued by Hurricane Engineering&Testing,Inc., signed and sealed by Rafael E. Droz-Seda,P. E. (Submitted under previous NOA No. 02-0501.05) 7. Laboratory compliance letter for Test Reports No.'s FTL-1376, dated 01/31/96, and FTL---1383, dated 02/13/96, both issued by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond, P. E. (Submitted under previous NOA No. 02-0501.05) G. OTHERS *see 1. Notice of Acceptance No. 12-0127.07, issued to Lawson indpWies,•W•for th'e'm•:• Series "Clipped Aluminum Tube Mullion w/ and w/o Steel R•e1nforcement;j.,.M.t." approved on 03/29/12 and expiring on 05/30/17. ::6 :00 •00000.00•••• ess 0 . • .0000: .. . . 0000. 0000 .. 0000.. •••••• • 0000.. 0000.. . . •••••• Jaime D.Gascon,P.E. Product Control Section Supervisor. NOA No. 14-0908.08 Expiration Date: May 30,2017 Approval Date: November 06,2014 E-3 • • ••• • • • ••• •• •• • • • of •• • • • ••• • • • • ••• T g�SS MULLIONS ARE RATED FOR LARGE MISSILE IMPACT T° • ••• • ••• �AN CAN BE USED WITH ALL LAWSON'S MIAMI-DADE a ANCHOR/CLIP ANCHOR/CLr � •• • • •• • • COYNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. c GLAZING MZONTAL MULMON• o A PRODUCT • • • • • • *RECTANGULAR ALUMINUM TUBE MULLIONS m y 3 • *00 • • • • USING MULLION PROPERTIES ONLY M B ANCHOR/CLIP [HORIZONTAL MULLION GLAZING at � PRODUCT 3 a`° w + a GENERAL NOTES: $c q o ••• ••• ••• , TFi15 PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE • • • • • •• R IREMENTS OF THE FLOPoOA BUILDING CODE 2014 EDIT INCLUDING j IC pi a •• HIG VELOCITY HURRICANE ZONE (HVHZ). z >q ,7, VERTICAL VERTICAL Il • • • • 000 BALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE co W x p O o MULLION MULLION .. 3. APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS I.E: WIND LOAD,WATER n. ! o ?� INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. }I Z II 3. MULLIONS ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS, I O S N INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. GLAZING GLAZING GLAZING �d GLAZING 3 I a 4.WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER PRODUCT PRODUCT PRODUCT �rn 3 PRODUCT LOADS TO THE STRUCTURE. H 5.ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS U t7 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. jr ANCHOR/CLI 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ®*+ d ARE NOT PART OF THIS APPROVAL. m' g 7.A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF p p WOOD ANCHORS ONLY. t 8. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, W1 W2 W3 THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET MULLION SPAN MULLION SPAN THE REQUIREMENTS OF THE 2014 FLORIDA BLDG.CODE - SECTION 2003.8.4. WIDTH (W) = W1 + W2 + W3 MULLION & CLIP NOTES: 2 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET 2 OF 10 FOR DETAILS AND NOTES. ANCHOR/CLIP ANCHOR/CLIP ' REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS o e HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET , 4 OF 10 FOR DETAILS AND NOTES. 8 ^~GLAZING " REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS g PRODUCT `�`. 3 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS VERTICAL ; 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. ° E MULLION + a REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS z GLAZING GLAZING of PRODUCT PRODUCT D(CL n GLAZING GLAZING II PRODUCT PRODUCT o a $ VERTICAL ' 3 a to ANCHOR/CLI MULLION— AN H R/CLIP A wt wz wt w2 gr W MULLION SPAN "- PRODUCT RRVISBD �swmplyingwWAthal'Ior10P y.� uadingcodc WIDTH (W) w1 + w2 WI + W2= 2 WIDTH (W) = 2 Acoepumcallo q8.a� - �• onQo Z� v; TYPICAL MULLION ARRANGEMENTS ,•iivnl)rwiaP�n uctConkol � � A . . ... . . . ... • • ••• • • • • ••• 1.690 L 325 .062 • 1PS00 • • C .1%TYP, -- • • • • • • Adp• • • • •� .125 b� q 3=0 1 •• • • • • 3 • I.S00 r M Ll 1.403 1.732 .[- .125 G p 4.(100 4.000 .11$ T- 0 N • • : • • 3.000 .113 ,J Cp • • • • -•� • • y I 2 X 4 TYPICAL • • • • • • 2W0 1732 2A62 2.000 z b- -4saa-� STD. TUBE WINDOW fRM1E • • • • • I Z, c z 2X MULLION CLIP MULLION • • • I • •• r I o"d$a o 8003-T8 A88�I .IO2 F1.000 .156 .102 �Loco� 1561-:7.7.. .076 6A00 Ito-1.062 (168 (062 1.188 L062 i7 z �,L, OPTIONAL L' 2X6 1 X4 1 X3 1 X3 1 X2 1 X2 pa STD. TUBE CUSTOM MULLION CU OSS M MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION 8083-T8 6083-T6 8063-T8 8063-TB 8083-TB Ixx: 2.070 in4 Ixx: 1.000 in4 Ixx: 0.950 In! Ixx: 0.370 in4 Ixx: 0.330 in° a Sxx: 1.035 ins Sxx: 0.667 ins Sxx: 0.633 ins Sxx: 0.370 ins Sxx: 0.330 ins ® p a o 2A0o (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) (FIN FRAME) GE FRAME) ~ a m a j STANDARD TUBULAR SHAPES 2,000 piyi wohmal owe Bw1dic .I TYP.WALL- .125'ALL Ij ALLOY=8083-Te (000 .125 Acccplonco 'o 9Q W y .I r 1 L•rpirAyioryD Iv /2O Cy TYPICAL GLAZING PRODUCT (000 I3p W 124 rNiPA Dads induct Cti5w __T W uoO 2.000 2.000 .123 2830 _ �IA00 4.000 'j 6.000 3.060 I HX4 2=14,51 X MULLION CLIP 2.000 3.000 4A00 8063-TB L u LI LU d fl 1 X 4 1X3MULLIONS CONTAINING STD. TUBEMULLION STD. TUBE MULLION STD. TUBE MULLIONOTCH L' TYPICAL GLAZING PRODUCTS 6063-T6 6063-T6 6063-T6 OPTIONAL Ixx: 2.070 k Ixx: 0.950 in4 Ixx: 0.330 in4 0 HORIZONTAL OR VERTICAL STD. TUBE MULLION STD. TUBE MULLION Sxx: 1.035 ins Sxx: 0.633 ins Sxx 0.330 ins +� a a SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACMG 8083-78 6083.98 e a Ixx: 6.2(30 in4 LXX: 2.960 Ino Sxx: 2.760 ins Sxx: 1.490 in� m W ,L, .L, CLIP LENGTH RECTANGULAR ALUMINUM TUBE MULLIONS a MULL 'IV INSTRUCTIONS: USING MULLION PROPERTIES ONLY �A USE CHARTS AND GRAPHS AS FOLLOWS. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT 1 X 2 (688' AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE L STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. 1 X 3 2.688' COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD NOTCH I X 4 3.688' REOMEMENTS. � s OPTIONA- USE CONNECTION TO MULLION AS PER PRODUCT 2 X 4 3.688' APPROVAL NOTES: r .12$MIN. 1 2 X 61 5.688' STEP 4 SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET _ PON 1. ALL CUPS AND ANGLES ARE TO FIT STEP 5 WITH CHARTS ON R43INGSHEET3 THAN fDEs��u��slzE 1 OF 10 FOR BUILDING CODE COMPLIANCE. a � SNUG INTO TUBE MULLIONS. IN STEP 1 ABOVE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THOU 9 AND ANCHOR CHARTS HORIZONTALLY. ANGLE BLIP INTO TUBE MULUONS, SEE OPTIONAL STEP 6 ON SHEET 9,SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION 2090--� ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE, ARRANGEMENTS OR STACK CONFIGURATIONS. �d • • ••• • • • ••• •• •• • • • •• •• • • • • • •0 boo • • ••• TUOMUCE760 TUBE MULLIONS TUBE MULLIONS Width MULLSPAN 1X2 1X3 1X4 2X4 2X8 Wldthw MULL SPAN 1X2 •1X3) •1X4 2X•3• 2X6 WI I< MULLSPAN 1X2 1X3 1X4 2X4 2X6 tt�� 18 150.0 150.0 160.0 160.0 160.0 28.3 1.5 1 .0 50.0• YrO.O 18.3 42.1 60.6 150.0 0 24 160.0 150.0 150.0 160.0 160.0 24 21.2 411.1• 133.2 15010 150.0 4 31.6 45.4 126.2 m m q 30 123.0 150.0 150.0 150.0 150.0 30 17.0 48. 108.5 5 150.0m s 30D 25.2 38.3 100.9 D rn 36 102.5 160.0 160.0 160.0 150.0 36 40.7 88.8 127.8 150.0 36 21.0 30.3 84.1 42 87.9 160.0 150.0 150.0 150.0 42 34.9 76.1 109.5 150.0 42 18.0 25.9 72.1 na v d 48 38-38" 76.9 160.0 150.0 160.0 150.0 48 74-1/4" 30.6 66.6 95.8 160.0 120" 15.8 22.7 63.1 c N 4 64 68.3 137.6 150.0 160.0 160.0 B4 •6 2 1 c • 20.2 56.1 �! 60 61.5 123.9 150.0 150.0 150.0 60 4 •i3�3 •'8.i 144!2 • 18.2 50.5 i 66 66.9 112.8 150.0 150.0 150.0 22.20 •4dl4 1 1.1 16.5 45.9 z° q Z 72 61.3 103.2 150.0 150.0 150.0 72 44x3 • 63.0 1808• ••72 15.1 42.1 O 78 47.3 95.3 160.0 150.0 160.0 6 18.8 41.0 58.0 110.9 7 38.8 2 d g 18 89.3 150.0 160.0 150.0 150.0 18 56.3 122.6 160.0 150.0 18 31.6 45.5 126.4 24 67.0 160.0 150.0 150.0 160.0 24 42.2 92.0 132.4 150.0 24 23.7 34.1 94.8 30 53.6 142.3 160.0 150.0 150.0 30 33.8 73.6 105.9 150.0 30 19.0 27.3 75.8 W 36 44.6 118.8 160.0 150.0 160.0 36 28.1 61.3 88.3 150.0 36 15.8 227 632 .� 42 38.3 101.7 160.0 160.0 150.0 42 24.1 52.6 75.7 150.0 42 19.5 54.2 48 60x/8" 33.6 89.0 145.4 160.0 150.0 48 84" 21.1 46.0 682 140.8 48 132" 17.1 47.4 �u a 64 29.8 79.1 129.2 150.0 160.0 64 18.8 40.9 58.8 1252 64 15.2 42.1 'z m 80 28.8 71.2 118.3 160.0 160.0 80 18.9 36.6 53.0 1127 60 37.8 ® �y o Be 24.4 64.7 105.7 150.0 150.0 � 15.3 33.4 48.1 1024 86 34.6 � a 72 22.3 59.3 86.9 138.5 150.0 72 30.7 44.1 93.9 72 31.6 r 6 78 20.8 54.7 89.5 128.8 150.0 78 28.3 40.7 86.7 78 29.2 1 W 18 62.6 150.0 160.0 150.0 150.0 18 37.7 82.1 118.3 150.0 18 24.3 35.0 97.4 24 46.8 136.1 150.0 160.0 150.0 24 28.3 61.8 88.7 150.0 24 18.3 28.3 73.0 30 37.5 108.1 150.o 150.0 150.0 30 22.6 49.3 71.0 150.0 30 21.0 68.4 38 31.3 90.1 150.0 160.0 160.0 36 18.8 41.1 59.1 143.8 36 17.5 48.7 c 42 26.8 77.2 131.1 150.0 150.0 42 16.2 35.2 50.7 123.2 42 15.0 41.7 Q 48 5'P' 23.5 67.5 114.7 150.0 150.0 48 88" 30.8 44.3 107.8 48 144" 36.5 l 64 20.9 60.0 101.9 146.8 160.0 64 27.4 39.4 95.8 64 32.5 60 18.8 54.0 8.7 1321 160.0 80 24.6 35.5 86.3 60 28.2 66 17.1 49.1 83.4 120.1 150.0 es 22.4 32.3 78A 68 28.6 v 72 16.6 45.0 76.5 110.1 150.0 72 20.5 29.6 71.9 72 24.3 a 7 -71-.8 70.8 101.8 150.0 78 19.0 27.3 66.3 78 22.5 18 46.3 133.4 160.0 160.0 150.0 18 26.5 57.7 83.1 160.0 18 31.0 86.1 « $$$ 24 34.8 100.0 160.0 150.0 1fi0.0 24 18.9 43.3 62.3 150.0 24 23.3 84.8 + 30 27.8 80.0 150.0 160.0 150.0 30 15.9 34.6 49.8 136.3 30 18.6 51.7 38 23.2 68.7 125.2 150.0 150.0 36 28.8 41.5 113.636 15.5 43.1 $ 42 18.9 57.2 107.3 150.0 160.0 42 24.7 35.6 97.4 42 36.8 g 48 17A 50.0 93.9 135.1 150.0 48 108" 21.6 31.1 85.2 48 160" 32.3 a 64 16A 44.5 83.4 120.1 150.0 64 19.2 27.7 75.7 64 28.7 � z x 60 40.0 75.1 108.1 150.0 60 17.3 24.9 68.1 60 26.8 z' • 66 36.4 68.3 98.3 160.0 6815.7 22.7 62.0 66 -H.5 n' 72 33.3 62.8 90.1 160.0 72 20.8 56.8 72 21.6 t 78 30.8 1 57.8 1 832 1 150.0 1 75 1 .2 62.4 78 19.9 F OmRZONTAL MULLION %'aLAZRac TYPICAL MULLION ARRANGEMENTS vt PRODUCT trncu 3 �o- ICN ARCM TO BE D=fflRED MULLION RECTANGULAR SHAPE NOTE• PRODUCTRBVL96D 'tpl" ~ PRODUCT PRODS a MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED o3 complying with wo FloTldR e , g VERTICALLY OR HORIZONTALLY. OLAZFNi3uildmDCodo ' ti tiLAZOQO no KS - PRODUCT PRODUCT (INTERPOLATION BETWEEN WIDTHS ALLOWED) Acapt.0 .. 9��• EEra� Exp",Itnte A . WIDTH (W) = w1 + w2 w1 W2 aamif)adeProductOOntra� "° MULLION SPAN 2 q • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • ••• • • s • ••• 1.690 L .129 1.009 � .125 A52� •• •• • :8 : •: '312 1•�p 1500 P+ •TTf i .IS6 TYP. -- : •• U2f •r Qfi tl� 3.000 •• • • ••• I M a0 Q MI 1.405 q•000 F .119 L732 Q 2 d � 4.00 O 3.000 3. 2688 3.000 3.062 O O o 2 m X 4 • ,ppgg,625 • • p o a STD. TUBE • • IsTYPICAL04 3i• • • P� r`v 6 WINDOW FRAME • • • • • • Z Z C z e • • • • • q 2X MULLION CLIP 2 X 6 188 .1102 • • • • rF�1A62 2 IL g 1.188 NOTCH L. 6A00 STD. TUBE 1 X 4 1 X 4 STD. TUBE MULLION 1 x3 �2 OPTIONAL MULLION CUSTOM MULLION STD. TUBE MULLION 1 X 3 6083-To CUSTOM BULLION 6063-T6 �JSTOM MULLION 8083-TB LIxx: 4.709 int Ixx: 4.709 int Ixx8x: 2.168 in'. Ixx: 2.168 int Ixx: 2.218 in4 z I Sxx: 2.355 ini Sxx: 2.355 Ins Sxx: 1.445 in. Sxx: 1.445 in3 3 z Q a I � Sxx: 1.479 in. (FLANGE FRAME) (FLANGE FRAME) (FIN FRAME) ® p ® STANDARD TUBULAR SHAPES ,j TYP.WALL- .125'ALL 2A00 C ►�' O ALLOY a 6083-T6 3.980 a '7 II TYPICAL !o0��gg4 U 'j GLAZING PRODUCT .180 &000 2A00 X125 E290 4A00 i ti 6A00 )?12 S.M.S. 912'O.C. 4480 .125 4500 0 � a 1X MULLION CLIP 3.099 4.090 3.629 $ g 6063-T8 MULLIONS CONTAINING •L, NOTCH �LTYPICAL GLAZING PRODUCTS C4x5.4 OPTIONAL HORIZONTAL OR VERTICAL PRMUCFREVISED as eartplgl9g with the Florida m o ® SEE WINDOW OR DOOR APPROVAL FOR EUDdIo Code FASTENERS SIZES AND SPACING 2 X 6 2 X 4 L99J."c N9 .. o ® STD. TUBE MULLION STD. TUBE MULLION �drAtk9 8083-TB 8063-TB ®�• �, Ixx:19.648 int Ixx: 7.649 int I3� n ti z 1 d91 roduct Ural CLIP LENGTH Sxx: 6.549 in' Sxx: 3.825 in' g �•L• 'L' RECTANGULAR ALUMINUM TUBE MULLIONS $ MULL "L" INSTRUCTIONS: USING MULLION PROPERTIES ONLY ttelesee;tl USE CHARTS AND GRAPHS AS FOLLOWS, 1 X 2 1.688' THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT PPPPPP STEP 1 DEFERMNE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. pg h re I X 3 2.688' AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE NOTCH 1 X 4 3.688' C�� STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. _ '�" REQUIREMENTS. TE OPTIONAL 2 X 4 3 2 ,6@8' SP 3 USE CONNECTION TO MULLION AS PER PRODUCT NOTES: ; ,• APPROVAL 325 MIN. X 6 j 5.688 STEP 4 SPECIFY kmwuM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET cd 3999 USING CHARTS ON SHEET 5 OF 10 SELECT UULUON SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. t 1. ALL CLIPS AND ANGLES ARE TO FIT STEPS WRH DESIGN RATING MORE THAN o=N LOAD sPEcinED 2. MULLIONS MAY BE ORIENTED VERTICALLY OR lied !II- SNUG INTO TUBE MULLIONS. IN STEP I ABOVE. HORIZONTALLY. _ ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS am-T8 INTO TUBE MULLIONS, SEE OPTIONAL .SE ON SHEET 9,SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION 2090 ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN Laws SPECIFIED IN STEP I ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. FC A • • ••• • • • ••• • •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS Width(w).1 MULL SPAN 1X3 1X4 2X4 2X8 Width(w) MULLSPAN 1 X 3 9+X4• •2X4 2 XO. Widthw MULL SPAN 1 X 3 1X4 2X4 2X6 yy 8 150.0 150.0 160.0 150.0 18 150.0 1 .0 aOl .0• •18 44.0 95.7 160.0 150.0 o z 24 150.0 160.0 150.0 150.0 24 139.5 •15!1.0• .0 4 • 33.0 71.8 116.6 160.0 o q 30 150.0 160.0 150.0 150.0 30 _T,1.8 .0 .0 80 28.4 57.4 93.2 150.0 '� 38 150.0 160.0 150.0 150.0 38 83.0 160.0 0.0 15• • 22.0 47.8 77.7 150.0 " S 42 150.0 150.0 150.0 150.0 42 79.7 150.0 0.0 42 18.9 41.0 66.6 150.0 a A o cti 48 38.318" 160.0 150.0 150.0 150.0 48 74.114" 69.7 150.0 0.0 48 120" 16.5 35.9 58.3 149.7 0 r64 150.0 150.0 150.0 150.0 64 62.0 1 4"" 810 *o64 31.9 51.8 133.1 O1 M d 60wzl 150.0 150.0 150.0 150.0 80 65.8 1252 0. 11!10. 89 28.7 48.8 119.8 z 86 160.0 160.0 150.0 150.0 66 50.7 110. • 1800 160.0 88 26.1 42.4 108.9 ry i o Z 72 150.0 150.0 160.0 150.0 72 46.5 1sia0 9 0. 0. 72 • 23.9 38.9 99.8 c W= o 0 76 150.0 150.0 150.0 150.0 78 42.9 93.2 150.0 150. '00 7 22.1 35.9 92.1 s a o 18 160.0 150.0 150.0 150.0 18 128.4 150.0 160.0 150.0 18 33.1 71.9 116.8 150.0 24 150.0 150.0 150.0 150.0 24 96.3 150.0 160.0 150.0 24 24.8 63.9 87.6 150.0 30 150.0 150.0 150.0 150.0 30 77.1 160.0 150.0 150.0 30 19.9 43.1 70.1 150.0 W 36 150.0 160.0 1 160.0 150.0 36 64.2 139.5 150.0 150.0 1 36 16.5 36.9 58.4 150.0 42 150.0 150.0 1 160.0 150.0 42 55.0 119.5 150.0 150.0 42 - 30.8 50.0 128.5 48 60518" 150.0 150.0 150.0 160.0 48 84" 48.2 104.8 150.0 150.0 48 132" 27.0 43.8 112.5 64 160.0 150.0 150.0 150.0 b4 42.8 93.0 150.0 150.0 54 24.0 38.9 100.0 ul 60 160.0 160.0 150.0 150.0 60 38.5 83.7 135.9 150.0 80 21.6 35.0 90.0 ®~ zo Be 147.7 160.0 160.0 150.0 66 35.0 76.1 123.6 150.0 66 19.6 31.8 81.8 w 72 135.3 150.0 150.0 160.0 72 32.1 69.7 113.3 150.0 72 18.0 29.2 75.0 ° 78 124.9 160.0 150.0 150.0 78 29.6 64.4 104.6 150.0 78 16.6 26.9 69.2 18 150.0 160.0 150.0 150.0 18 86.0 160.0 160.0 150.0 18 25.5 55.4 69.9 150.0 24 150.0 150.0 160.0 160.0 24 64.5 140.1 160.0 150.0 24 19.1 41.5 67.5 150.0 30 150.0 150.0 150.0 150.0 30 51.6 112.1 160.0 150.0 30 15.3 33.2 54.0 138.6 N 38 160.0 160.0 150.0 180.0 36 43.0 93.4 150.0 150.0 36 27.7 45.0 115.5 42 150.0 160.0 160.0 150.0 42 36.8 80.1 130.1 150.0 42 23.7 38.5 99.0 48 67" 160.0 150.0 160.0 150.0 48 96" 32.3 70.1 113.8 150.0 48 144 20.8 33.7 86.6 64 137.0 150.0 150.0 150.0 54 28.7 62.3 101.2 150.0 64 18.5 30.0 77.0 H 60 123.3 150.0 150.0 150.0 80 25.8 58.1 91.1 150.0 60 16.6 27.0 69.3 88 112.1 150.0 150.0 150.0 88 23.5 61.0 82.8 150.0 66 15.1 24.5 63.0 v M a 72 102.8 160.0 150.0 150.0 72 21.5 46.7 75.9 150.0 72 22.5 57.8 U 8 78 94.8 150.0 150.0 60.0 7 19.9 43.1 70.0 160.0 78 20.8 53.3 C 18 160.0 160.0 160.0 150.0 18 60.4 131.2 160.0 150.0 18 22.6 49.0 79.6 150.0 $ y 24 150.0 150.0 150.0 150.0 24 45.3 98.4 150.0 150.0 24 16.9 36.7 59.7 150.0 30 150.0 150.0 150.0 150.0 30 36.3 78.7 127.9 150.0 30 29.4 47.7 122.6 1 4 36 150.0 150.0 160.0 150.0 36 30.2 65.6 106.6 150.0 38 24.5 39.8 102.2 8 42 130.5 150.0 160.0 150.0 42 25.9 56.2 91.4 150.0 42 21.0 34.1 87.6 $ 48 63" 114.2 160.0 160.0 160.0 48 108" 22.7 49.2 79.9 160.0 46 160" 18.4 29.6 76.6 64 101.5 160.0 150.0 150.9 64 20.1 43.7 71.1 160.0 64 16.3 26.5 68.1 z 6081.3 160.0 150.0 150.0 80 18.1 39.4 64.0 150.0 60 23.9 61.3 88 83.0 150.0 150.0 150.0 66 16.5 36.8 58.1 147.0 88 21.7 55.7 ' 72 76.1 142.4 150.0 160.0 72 15.1 32.8 53.3 134.8 T2 19.9 51.1 a �° 6 70.2 1 131.4 1 160.0 150.0 78 30.3 49.2 124.4 78 18.4 47.2 HORIZONTAL WJLUON ,,;tL99I119 %'ctAZING TYPICAL MULLION ARRANGEMENT ARCHES TO BE PI VERRGd. 11ULLION PRODUCT N ; sr AR SHA � INSIDE RECTANGULAR SHAPE NOTE• GLAZING C 7d L'ROOUCI'RRVISBD PRooucr PRODUCT �N MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED woamplYlnawlmthe Florida o� VERTICALLY OR HORIZONTALLY. BuDail�cude GLAZING GLAZWG Aocop 2No ®ql - PRODUCT PRODUCT (INTERPOLATION BETWEEN WIDTHS ALLOWED) smt�ttan r ®�v'OW 1 + W2 !!!G �L W1 W2 WIDTH (W) = AiemlhudoProdu'c9Cmn'io t7 MULLION SPAN 2 A . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 5/I6•TAPCONS MIN. EDGE DIST. 1 1/4" MIN. I_1/2•MIN WOOD PENETRATION 1-1/2•MIN.WOOD tPENERATON 2-3/16" CONCRETE OR t0.t� 4 DGE DIST. 2 PER CUP(I ON EACH W NG) I PER ANGLE 4" 0 BL CIL ••• ••• ••18 5/16'TAPCONS O • • • • •-3/46 MIN.EMBED (T0 NRY 1-3/4•MIN.EMBED INTO MASONRY C C • 3/4 • •PER CLIP(2 aV ia) 2 PER ANGLE ° IN • •"". s vii z fr �Z •1 •_ \Z '^! F`' • •',' O K n • ••• • i i •• • q. z� c � � i i i • • • • • • 7216• • • i i yooz ��p�yyy ---------,_, I I 2%2 X 1 8• • • ••• •• 11 I 1 1 aD 3 a tl g 7X FLOATING CLIP I 1 ALUM AX MIN. E6.' WOOD BUCK 1 I I I - WOOD BUCK 1X FLOATING CWP W L_J u I N 1 1 \2. 1 ' e __-_________ I1 I ALUM2 X 1 B' A ZO 4. I I I 1 I I 3/4" MIN. 5/16'TAPCONS ANCHORS TYPE 'D' (INTO BLOCK) EDGE DIST. 1_1/2•MIN.WOOD PENEFRATK>Tl ' PER ANCHORS TYPE 'G' (INTO CONCRETE) ®z ti { 4 ANCHORS THRU 1X BUCK ���ttt k a ALL CLIPS AND ANGLES 70 FIT SNUG4 a INTO TUBE MULLIONS. INTO CONCRETE OR BLOCK TAPCONS MAY BE HEX OR FLAT HEAD. 1"x4" & 2"x4" MULL r M \ $ MIN. EDGE DIST. EQa6BI 1 I I 2-3/16 CONCRETE OR u 1 i i 4" HOLLOW BL K 5/1e'TAPCONS 5/16•TAPCONS 0 12 BY II 1-3/4'MIN.DAM INTO MASONRY 1-3/4•MIN.EMBED INTO MASONRY II'"---------"� WOOD BUCK 1 I I ALUM2ANGL�B• 2 PER CLIP(1 ON EACH WAG) 1 1 PER ANGLE 1`�lI I I ALL CUPS AND ANGLES TO FR SNUG 'I M g �o ..•. �'o,� ALTERNATE INTO TUBE MULLIONS. fill ANCHOR LOCATION TAPCONS MAY BE HEX OR FLAT HEAD. 4 fil ANCHORS TYPE 'A' j, 2 ANCHORS INTO WOOD 18Y IL 11.7 6/16•TAPCONS iV ; ----____- I Y100D BUCK IL i .FLOATING CLW 't t I ALUM2ANGL�� a 8/16•TAPCONS 1 1/4" MIN. 1-1/2•MIN.WOOD PENETRATION I-I/2•MIN.I'JOOD PENETRATION I I I 1 I E E D 4 PER CLP(2 ON EACH WING) 2 PER ANGLE I I I I .W I5 771 ANCHORS TYPE 'C' (INTO BLOCK) r� +•:' �, ANCHORS TYPE 'F' (INTO CONCRETE) 2 ANCHORS THRU 1X BUCKI IF Ir INTO CONCRETE OR BLOCK 6i , I 1 I II ' •• I I 1 I 1 I 2 x 2 x t s' ------------- Ir FLOATING CUP I 1 ALUM i'RODUCT RfiVISED .:- \ WOOD BUCK `----------i BuildingCode�IktlwFlolidn Off. r, I I I I 1 I 1 ® ®.v�w��II.®� V4 - &rp&mMnDatc Z®.8.'f ANCHORS TYPE ALTERNATE 4 ANCHORS INTO WOOD ANCHOR LOCATION vtiaml dat'rodnclControl A . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • ••• • • • • ••• MIN. EDGE DIST. 5/18•TAPCONS MIN. EDGE DIST. e 2-3/16 CONCRETE OR 1-3/4'MIN.EMBED INTO MASONRY •s�t 6•CONCRETE CO ••: •0 ••• +c 4" HOLLOW BL K 2 PER CDP(1 ON EACH VANS) 5/15'TAPCONS •4• 0 d1A L CK• • + S=1¢"TAPCONS 5/15'TAPCONS 3 1 4INTO • • • • •1-3/4 MIN. BED Atl10 MASONRY 1-3/4-NM.EMBED wo MASONRY 1-3/4'MIN.EMBED INT P VA5�0 • • • 3/4 • • 4 PER Cl (2 0�!E1�H YANG) / 2 PER M7GlE y o MIN. • • I`.-----�I IN. •.•• •.T.••. ••• Mao x •• r. .a a. a P '.r' .a •. ` .:r' �Mm � 6 • ' \Z i•.S..t v.. \Z q r _ qM T•''.. as ..;• ••` -�.•a'•'• •�,• r t. J O � t9 6 I 1 I I • • • • • • • { 1Ii 1 1 yl g a O • 1 1 CONCRETE OR 1 1 I II CONCRETE OR 1 1 aD O,y CONCRETE OR r=i� CEMENT BLOCK 1 1 2 X 2 X 1 CEMENT BLOCK 1 Ii 2 X 2 X I/5' " ----------- -_______ CEMENT BLOCK 'j 1 I ALUM AUI5' I -_ _----..__ _ I I 11 ALUM ANGLE \ I I I I FLOATING CLIPN I 2 7/16 I FLOATING CUP I I LI 1 1 I 1 1 W 7. I 1 1 1 I I I MIN. I I I I I O 1 I 1 I I 1 { { 1 1 I I 3 MIN. � a .�4 TP MULL Ml0.l Qf ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE 'D' (INTO BLOCK) ANCHORS TYPE 'F' (INTO CONCRETE) ANCHORS TYPE 'G' (INTO CONCRETE) a 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK o r MULL1"x4" & 2"x4" MULL ----_i ALTERNATE -L I 1 ANCHOR LOCATION MULL I I I 1 1 1 I I 1 I 1 I FLOATING CUP ddd A -------------i r-TI I I CONCRETE R $ d •a I 1 OR BLOCK Il �� .e t• 5/18'TAPCONS 1 { e'j•••� 1.•' .•.14' P�f •.•6: 1.T'b .1...�:.. K 1i 1-3/4'MIN.EMBED . { .i { INTO MASONRY 2 PER CUP .•' 1 , (I ON EACH WANG) 5/15 TAPCONS a _ pp12 SIAS 1-3/4'LAIN.EMBED INTO MASONRY , { { I I 3PER ANGLE I 4 PER CLIP(2 ON EACH WINO) I e I I 1 1 r-F-II \ ALL CUPS AND ANGLES TO FIT SNUG A ' INTO TUBE MULLIONS. a.,. TAPCONS MAY BE HEX OR FLAT HEAD. m `• .'1 •�' '' "I •:1 .. • PRODUCT RCVISGD ••>' m complying+vial the FlotWn ttuilding Coda �o9-06-08 N! • ••_a•,''••a e• a Z ,•� •• I •, CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED No — & 1 Mg I 1 WITH ALKALI-RESISTANT COATINGS,iSUCH AS BITUMINOUS PAINT OR odgo WATER-WHITE METHACRYLATE LACQUER. L / TAPCONS 1-3/4'MIN.EMBED MI 3e 11C1 C'ODI10 7 WTO AULSONRY- 1 PTR ANGLE q a 0 000 0 0 0 0 see a 0 0 MIN. EDGE DIST. MIN. EDGE DW. 2-3/16" CONCRETE OR 92-3��6" CONCRETE OR 4 HOLLOW 8 K 5/16'TAPOONS 0 0 4.'I!;LLOW LU K 0 0 3-A/4"•0 o 5/16-TAPCONS 3-3/4- 0 .EMBED INTO MASONRY 1-3/4-MIN.EMBED INTO MASONRY %Nl _1-3le MIN Q MIN. 4 PER CUP(2 ON EAM%VING) : : ",0 o • 4 PER CUP(2 014 EACH WINO) 0 0 0 0 co Z CLIP LENGTH t! 0 o MULL 0 00 01 1.03 2 X 4 3.688, • 0 0 0 31i� Z 2 X 6 5,688' • 0 . 9 : 0 066 so fay 2 fE WOOD SUCK 0 CCC 2X8 MRA1 5/18'LVICONS 2X6 MULL 1�31;64_MIN.EMBED INTO MASONRY 5/16'TAPCONS 4 PER CUP(2 ON EACH%MG) -3/4'MIN EMBED INTO MASONRY ------------------------------ 1 3/4' 14 PER CUP(2ON EACH YANG)N rH I MIN. ------------- 1 3/4- ---------------- MIN. 3/4- U+ + 2X8 MULL MU. CLIP LENGTH 2X6 MULL 7 p. 2116 MULL MULL "V ----------I a...-1 1 2 4 3.688' o X 5.688' 2 X 6 .0 0 0 o.. 4 C_Nlr��EG ........... 3-3/4" MIN. - ANCHORS TYPE 'E' (INTO BLOCK) 5 11/16- ALL CUPS AND ANGLES TO FIT SNUG L ' I INTO TUBE MULLIONS. ANCHORS TYPE V (INTO CONCRETE WOW BUCK PC, ANCHORS TYPE 'E' (INTO BLOCK ALLCUPS MAY BE HEX OR FLAT HEAD. 4 ANCHORS THRU iX BUCK INTO CONCRETE OR BLOCK ANCHORS TYPE 'H' (INTO CONCRETE) CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 2X6'MULL SHOWN ANCHORS INTO CONCRETE or BLOCK WITH ALKALI-RESISTANT COATINGS, SUCH AS,BITUMINOUS PAINT OR 2'X6" MULL SHOWN WATER-WKITE METHACRYLATE LACQUER. aX . . .......... PRODUCT RUVISED sa 10i 111 I11.1"I I Ne F If ,.1Cu ace N.Wlffio_5�Kmmi .. .. . . . .. .. . 0 see ANCHOR TWEE and SUBSTRATE ANCHOR TYPES and RBSTRATE ANCHOR TYPES and SUWRATE WRilh Mdlbn A B C D E F G H 1 Width Mbn A B C D E F G H 1 vmm Mon A m span V1tl. V1t1. Etk Blk Bk Cmc Cott. Coro. ML ) VW. NH. 81k Rw•'OIL • • Vdl. 1/•d. Bk Blk Bk Cmc Oma Oma ML o it 18 150 1® 160 150 150 150 150 160 160 18 91 150 150 1 •150 •150 4150 0150 18• •t 56 112 128 150 150 1-04 150 150 150 C 24 132 150 160 160 150 150 160 750 150 24 68 138 150 14 150 1 150 150 24• 0 42 84 97 148 150 108 160 150 118 30 105 150 150 160 150 150 160 150 150 64 109 125 150 150 140 156 4160 150 • 34 67 77 118 150 81 130 150 93 p 0 to 0 38 88 150 150 150 160 160 150 160 160 38 46 91 104 150 160 117 150 150 125 W 28 56 65 97 120 72 109 144 77 M. v z 42 75 150 150 160 760 750 150 150 160 42 39 78 89 134 150 900 150 150 107 42 24 48 55 83 117 62 93 124 68 p m 48 38 318 68 132 150 150 160 150 150 150 150 48 74 114 34 68 76 118 160 87 132 150 93 48 120 21 42 48 73 97 54 81 108 58 010 bS 59 117 135 16D 160 150 160 160 15(1 84 30 BO 70 105 1 117 1609 63 •i4 •• 19 37 43 65 BB 48 72 98 51 8 60 53 1W 121 150 160 135 160 150 145 60 27 64 63 94 1� 1 140 80 17 34 39 58 77 43 85 87 48 h Qf 88 48 6!8 110 150 150 123 150 160 132 88 25 49 67 88 1140 fti 941 .127j 88 • 15 31 35 53 70 b9 79 -42 Z Z C Z 72 44 88 101 150 160 113 150 150 121 72 23 45 52 78 7 81 •11'• 962 72 • 14 28 32 49 65 38 54 72 39 0 0 A O 78 41 81 93 140 150 104 150 160 111 78 21 42 48 72 96 81 1 8 • 13 28 30 45 60 33 50 87 36 00 9 a 18 133 161 160 160 1b0 150 150 160 160 18 60 150 150 150 150 150 150 150 150 18 61 102 117 150 150 131 150 150 140 I 24 100 161 160 161 150 160 160 150 150 24 60 120 138 160 180 150 160 150 760 24 38 77 88 132 150 88 148 160 106 30 80 161 160 160 150 150 160 150 150 30 48 96 111 160 150 124 150 150 132 30 31 61 70 108 141 79 118 150 84 W 38 87 133 150 160 160 150 150 150 160 36 40 80 92 139 150 103 150 150 110 38 28 51 59 W 117 68 99 131 70 42 57 114 131 150 150 147 160 150 150 42 34 69 79 119 150 85 133 150 94 42 22 44 50 76 101 53 85 112 60 ^� 48 50 518 6o 1W 115 150 150 128 150 150 137 48 84 30 60 69 104 138 77 116 150 83 48 132 19 38 44 66 86 49 74 96 53 54 44 80 102 150 150 114 150 160 122 64 27 53 81 92 123 8a 103 137 73 64 17 34 39 59 78 44 66 87 47 60 40 80 92 136 160 103 150 160 110 60 24 46 55 83 111 82 93 124 68 60 15 31 35 63 70 39 59 79 42 P. 68 38 73 83 128 150 83 140 150 100 66 22 44 50 78 101 W 86 112 60 68 14 28 32 48 64 38 54 72 38 ® m 72 33 67 78 115 150 85 129 160 41 72 20 40 48 69 92 52 78 100 65 72 13 28 29 44 59 33 49 88 35 78 31 61 71 106 141 19 118 150 84 78 19 37 43 64 85 48 72 85 51 78 12 24 27 41 54 30 48 61 32 O Ca 18 118 160 150 160 150 150 150 150 150 18 M 140_ 150 150 150 160 150 150 150 16 47 94 108 16D 150 120 150 150 129 a 24 89 im 150 150 150 150 150 150 160 24 53 105 121 150 150 135 161 150 145 24 35 70 81 121 150 90 136 150 96 a9q Q 30 71 A2 150 150 150 150 150 150 150 30 42 84 97 146 150 108 150 150 116 so 28 56 6.5 97 129 72 109 144 77 C~ 36 69 118 136 150 150 150 150 160 160 36 35 70 81 121 160 90 136 150 95 3s 23 47 54 81 108 EO 90 120 64 z 42 st 101 116 160 160 130 150 160 139 42 30 60 69 104 138 77 118 150 83 42 20 40 48 69 92 52 78 103 55 6 48 67 44 89 102 150 150 114 150 150 122 48 96 28 53 61 91 121 68 102 135 72 48 144 18 35 40 61 81 45 68 90 48 ^ 64 39 79 91 138 150 101 160 161 108 64 23 47 54 81 108 W 90 120 64 64 /6 31 38 64 M 40 60 80 43 M 80 35 71 82 123 161 91 137 150 97 80 21 42 48 73 97 54 81 108 58 60 14 28 32 49 65 38 64 72 39 N 32 64 74 117 148 83 125 150 89 86 19 38 44 66 88 49 74 98 63 88 13 28 29 44 69 33 49 68 35 72 30 59 68 102 138 78 114 150 81 72 18 35 40 81 81 45 68 90 48 72 12 23 27 40 54 M 46 W 32 78 27 56 63 94 125 70 105 140 75 TB 18 32 37 68 74 •& 83 83 45 TB 11 22 25 37 61 28 55 30 c 18 107 tID 150 150 160 150 150 160 15D 18 62 125 143 150 .150 150 150 160 150 18 45 90 103 161 150 116 150 160 123 g 24 so 761 150 161 150 150 150 150 160 24 47 94 108 150 160 110 ISO 150 129 24 34 87 77 116 150 W 130 150 83 30 64 128 148 160 150 150 150 161 150 30 37 75 86 129 150 98 145 150 103 30 27 54 62 93 124 69 104 138 74 r d 38 53 107 123 150 150 137 150 150 147 36 31 62 72 108 143 80 121 150 88 38 22 46 62 76 RT? 53 87 115 62 42 48 92 105 160 150 118 161 161 128 42 27 63 61 92 123 69 103 137 73 42 19 38 44 67 49 74 99 53 c 48 63 40 80 92 139 150 103 150 150 710 46 108 23 47 54 81 108 6J 90 120 64 46 18Q 17 34 39 58 43 65 87 48 64 36 71 82 123 150 92 138 150 98 54 21 42 48 72 88 53 80 107 57 64 15 30 34 52 38 56 77 41 60 32 64 74 N1 147 82 124 160 88 80 19 37 43 65 86 48 72 96 51 60 13 27 31 47 35 62 69 37 68 28 68 67 101 134 75 113 150 BB17 34 39 59 78 44 68 87 47 68 12 24 28 42 31 4734 T2 27 53 61 92 123 69 103 137 73 M 18 31 38 54 72 40 60 8D 43 12 11 22 28 39 29 43 58 31 m x z 78 25 49 67 85 113 E3 &5 127 68 78 14 33 50 66 37 58 74 40 T8 10 21 24 36 48 27 40 53 28 o: g ANCHOR/CUP ANCHOR/CUP x %1U`� ANCHOR CLIP NOTES: �p cNO 1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER z ,� PRODUCT �. 3 TO SHEETS S, 7, 8, & 9 FOR DETAILS AND NOTES. ,,ty SON 3 2. REFER TO CHARTS ABOVE,FOR MAX. DESIGN PRESSURE R •�'.�''fe, 0 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN clAzlNc G1nzwG zd 3 THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. PRODUCT PRODUCT N GLAZING GLAZING PRODUCT m a 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER 3 LOCATIONS AT HEAD, SILL OR JAMB ENDS. m ;� R xoR/c ANCHOR/CUP 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. PRODUCTREvt6ED R as cvmplyinE«lith the Plo>idn Bcce t;Cvda �� C�f10•OE3 Acee I a co Dlv // 6vd�7 4/V W1 W2 HORIZON AL MULLION Cyp�u,m� ZO2 SPAN [ly -amu TYPICAL MULLION CLIP ARRANGEMENTS :liamiUr4cYrodvclComrol A I MIAMI•DADE MIAMI—DADE COUNTY,FLORIDA PRODUCT CONTROL,SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SN 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Lawson Industries,Inc. 8501 NW 90a'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 ERProduct 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. .ease. sees sees.. 11 DESCRIPTION:Series"4200/6200 Flange—Frame"Aluminum Fixed Window'L,03. see • •• APPROVAL DOCUMENT: Drawing No. L4200-6200-1201, titled "Series-4201!' :06 Flange—Frame ••••:. Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revisio$""*'dated 08/18/14, :Goo* prepared by manufacturer, signed and sealed by Thomas J. Sotos,P. E., bearing the Wh6i—Dade'Cd1wty • • Product Control Section Revision stamp with the Notice of Acceptance number and intion date fiy the ":". ... sees. Miami—Dade County Product Control Section. ...... *6 s MISSILE IMPACT RATING:Large and Small Missile Impact Resistant :66:0: LABELING: Each unit shall bear a permanent label with the manufacturer's name o: city logo, ,Mate, '•'••• series,and following statement: "Miami—Dade County Product Control Approved",•tWess;otheAis a noted :sees: . herein. . . ee RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically-terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0307.06 and consists of this page 1 and evidence pages Fl,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E; NOA No.14-0908.18 MIAMFD�ECOUlsrlr J`1 l� Expiration Date: August 22,2017 Approval Date: December 11,2014 Page 1 r Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-0307.06) 2. Drawing No. L4200=6200-1201, titled "Series-4200-6200 Flange Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revision "A" dated 08/18/14,prepared by manufacturer,signed and sealed by Thomas J. Sotos,P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an arch-and a rectangular fin-frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-12-0010 and HETI-11-3363, both dated 03/05/12, signed and sealed by Rafael Droz-Seda,P.E. (Submitted under previous NOA No. 12-0307.06) 2. Test reports on: 1) Large Missile impact Test per FBC,TAS 201-94 0000 2) Cyclic Wind Pressure Loading per FBC,TAS 203.0-94 ••• ••• along with marked-up drawings and installation diagram of a reotangilar, eircalar arch- and an elliptical arch fm-frame fixed window, pre"- by Hun ne 0660:4 Engineering & Testing;Inc., Test Reports No.'s HETI-09-00f,•fated 09/04/09, ;0 6•• HETI-09-2612, dated 09/02/09, HETI-09-2586, dated 07/10/92. iETI 069.1584, 0 dated 07/10/09,HETI-09-2582,dated 07/10/09,HETI-09-258A avd.dated.0711 Q(09, :::0;•*- . . all signed and sealed by Candido F.Font,P.E. •• •0 .. 000000 (Submitted under previous NOA No. 12-0307.06) •0.0.0 00 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 2117-094 •••••• 0 FB.C, along with marked-up drawings and installation diagra ft.of; a reptggular :-o-o: fin-frame fixed window, prepared by Hurricane Engineering & Testing :nc., 0 0 Test Reports No.'s HETI-09 2613, dated 09/04/09, HETI-09 2611, dated 09/04/09, HETI-09-2585, dated 07/10/09, HETI-09-2581, dated 07/10/09 and HETI-09-2579,dated 07/10/09,all signed and sealed by Candido F.Font,P.E. (Submitted under previous NOA No. 12-0307.06) 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked up drawings and installation diagram of a rectangular fin-frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-03-1778, dated 01/30/03, HETI-03-1779, dated 01/30/03 and HETI-03-1776,dated 01/30/03,all signed and sealed by Rafael Droz-Seda,P.E. (Submitted under previous NOA No. 03-0327.11) Jaime D.Gascon, .E. Product Control Section Supervisor NOA No.14-0908.18 Expiration Date: August 22,2017 Approval Date: December 11,2014 E-1 r Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 5. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of a rectangular—, a circular arch— and an elliptical arch fin--frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-03-1777, dated 01/30/03, HETI-03-1774A and dated 01/30/03, HETI-03-1774B, dated 01/30/03, all signed and sealed by Rafael Droz—Seda,P.E. (Submitted under previous NOA No. 03-0327.11) 6. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 along with marked—up drawings and installation diagram of a circular arch fin—frame fixed window,prepared by Hurricane Engineering&Testing, Inc., Test Reports No.'s HETI-02-1215,dated 04/08/02 and HETI-01-1193,dated 04/08/02,both signed and sealed by Hector Medina,P.E. (Submitted under previous NDA No. 02-0701.01) 7. Test reports on: 1) Large Missile Impact Test per FBC TAS 2019. •• •• •••"' ... • 2) Cyclic Wind Pressure Loading per FBC,TAS 209..--94 '.; ••,; along with marked—up drawings and installation diagram of a rMAgnlar--, a circular . arch— and an elliptical arch fir-frame fixed window, praparM by ttqrrtgane ••• Engineering & Testing, Inc., Test Reports No.'s HETI-02-1, j$.*dated 004/m/02, '•:••. HETI-01-1103, dated 02/12/02 and HETI-014098, dated 021LUX, all signed.-'and sealed by Hector Medina,P.E. •••... • • (Submitted under previous NOA No. 02--0701.01) 04.000 0 ...... • C. CALCULATIONS 00 a . . . 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacturer, dated 03/01/12, signed and sealed by Thomas J. Sotos, P.E. (Submitted under previous NOA No.12-0307.06) 2. Glazing complies with ASTM E130044/09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). Jaime D.Gascon,P. Product Control Section Supervisor NOA No.14-0908.18 Expiration Date: August 22,2017 Approval Date: December 11,2014 E-2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours& Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP--Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 06/19/14,expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5h Edition (2014), issued by manufacturer,dated 09/02/14,signed and sealed by Thomas J. Sotos,P.E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC 2010, issued by manufacturer, dated 03/02/12,signed and sealed by Thomas J.Sotos,P.E. • (Submitted under previous MOA No. 12-0307.06) • 4. Statement letter of no financial interest, issued by manufacturer, Gated -03/0212, signed and sealed by Thomas J. Sotos,P.E. ""'• •• •••••• (Submitted under previous NOA No. 12-0307.06) 5. Laboratory compliance letter for Test Reports No.'s HETI-09 26jA Ilated;69/.Q4/09. ..... HETI-09-2612, dated 09/02/09, HETI-09-2586, dated 07/10/09;-MET149 2584, .•;••• dated 07/10/09, HETI-09 2582, dated 07/10/09, HETI-09-2980,o dated 07114/09, ••.... HETI- 9 2613, dated 09/04/09,HETI-09-2611,dated 09/04M%-=T1-09t-2585, •; dated 07/10/09,HETI-09-2581, dated 07/10/09 and HETI-09579,*datei07AS0/09, " all issued by Hurricane Engineering& Testing, Inc., signed and seleil by Cpii4o F. ;•••• Font,P.E. (Submitted under previous NOA No.12'0 07416) 6. Laboratory compliance letter for Test Reports No.'s HETI-12-4010 dated 03/05/12, HETI-I1-3363, dated 03/05/12, HETI-03-1778, dated 01/30/03, HETI-03-1779, dated 01/30/03, HETI-03-1776, dated 01/30/03, HETI-03-1777, dated 01/30/03, HETI43-1774A, dated 01/30/03 and HETI43-1774B, dated 01/30/03, all issued by Hurricane Engineering &-Testing, Inc., signed and sealed by Rafael Droz-Seda, P. E. (Submitted under previous NOA's No.'s 12-0307.06) G. OTHERS 1. Notice of Acceptance No. 12-0307.06, issued to Lawson Industries, Inc. for their Series "4200/ 6200 Flange-Frame" Aluminum Fixed Window-L.M.I.", approved on 05/24/12 and expiring on 08/22/17. Jaime D.Gascon,P.L Product Control Section Supervisor NOA No.14-0908.18 Expiration Date: August 22,2017 Approval Date: December 11,2014 E-3 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... SERIES-4200 / 6200 FIXED IMPACT WINDOW — FLANGE FRA�I� �•� ' .�B • � .L. G. � �•NA � O APPROVED WINDOW ELEVATIONS (L M IMPACT) ' • •• • A ••• • rvP. � w DIAX.TYP. to AT CORNERS •• • • •• ••• • 7• • WINDOW HEIGHT VIHEMT f_vIf'1fe�r hex tlI N I" VMDOV tGHT • N• • ...E! • tE' P. $j�;��•+ •pyz •• _ � LEGI HT. •• ms� • • •{{/{. �`� D @ J Z e{ p QUARTER-ROUND ELEVATION b"V WIDTH VIND[IV V10TH 0 it �� __ 1'110DUC1'RBV188D HALF-ROUND TYPICAL ELEVATION ARCHED PanusE WINDOW 09cmlpl with theFMft �- C WmDOW NEtwEXT.6 INT.FALSE COLONW U U WINDOW xemHr � WINDOW raleHr TYPICAL ELEVATION NUNTINS A�APPLIED V/ TESTED UNIT V/ SILICONE AND ARE ®z L AVAILABLE AS OPTIONAL Or !p� Io—�1DTH� �� GGLAASSSUTYPES; E,M GLASS AF,EJ, K AND L.A TESTED PPUSEEES TO o 6f WINDOW WIDTH L-WIDTH DESIGN LOAD CAPACITY TABLES ON SHEET 4HEXAGON TYPICAL ELEVATION WARE L.M.LM. IMPACT (� RECTANGULAR TYPICAL ELEVATION mU R PIC-TAPE WINOOW ELEVATION FOR SIZE LIMITATIONS OF EACH GLASS TIDE. [IMMDOADSE COUNTY APPROVED p b" 9HUTTE1i3 NOT REQUIRED E4 General Notes: V WINDOW HEIGHT WINDOW HEIGHT 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS WINDOW HEIGHT OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE x M' VELOCITY (HVHZ) AND ASTM 1300-04. THIS PRODUCT IS IMPACT RESISTANT. I °_. I (SHUTTERS NOT REQUIRED) L� W��WIDIN 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING FULL ROUND TYPICAL ELEVATION L WDmov nn RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS I OF 2014 F.H.C. & TO BE REVIEWED BY BUILDING OFFICIAL H RECTANGULAR TYPICAL ELEVATION SQUARE PICTURE WINDOW ELEVATION 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.) . I 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BEEN INED ON A SITE SPECIFIC BASIS, UNDER g REVIEWED BY BUILDING OFFICIAL APPROVAL AND TO BE R 8.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES, AND WINDOWIGHr tri�W J WINDOW HE FOR USE WITH DOUBLE GLAZE L MINATED INSULATED CLASS TYPES TABULATED HEREIN; Lo LEG • (SEE SHEET p3 FOR GLASS TYPES AND SHEET #4 FOR MAX. DESIGN PRESSURES). d , �� A.) WINDOWS WITH GLASS TYPES IS, C, F, OR G°INSTALLED ABOVE soft. IN THE HVHZ, THE WINDOW vtNDOv vmrx �� I.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT S y WDIMW WIDTH RESISTANCE REQUIREMENTS (FBC-2014, Section 2411.3.3.7). Btl 49 OVAL TAMLAL ELEVATION LEAD EYE BROW ELEMON 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 2 & B. QUARTER-ROUND ELEVATION SILICONE 9.) WOOD BUCKSINCONTA WITCOLONIAL H CONCRETE MUST BE PRESSURE TREATED AND S ARE OPTIONAL & AND ARE APPLIED /ANCHORED 'p',���°j1if (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR DETAIL & NOTES) gat ALLOWABLE LOADS FOR ALTERNATE WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER 24, b'q SHAPES AS SHOWN,CAN BE VERIFIED 10.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. vtNDOv HE PICTURE BY INSCRIBING WNDOW SHAPE ` WINDOW HEIG YATHDJ A SQUARE OR RECTANGLE,AS 11.) MULLING FIXED WINDOWS WITH OTHER TYPES OF MIAMI-DARE COUNTY APPROVED PRODUCTS SHOW IN DOTTED LINES AND OBTAIMNO USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE ALLOWABLE LOADS FROM THOSE SHAPES PROVIDED PERIMETER DOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILLAPPLY YO THE vmDuv WIDTH FASTENERS ARE AS DESCRIBED HEREIN ENTRE MULLED SYSTEM. FOR SIZE AND SPACING. 12.) SEE SHEET # 5 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS, OCTAGON TYPICAL ELEI&MON 'ELUPIICAL°TYPIraL ElEWAnON 13.) ALL. METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE +0°0°°rFt�tett►A PAINTED OR PLATED AND SHALL MEET THE 2010 FLORIDA BLDG..CODE. C • • ff• • • • •f• •f •• • • • •• •• • • • • • 74 84 re SERIES-4200 / 6200 FIXED IMPACT WINDOW - FLANGE FEAR �• �.• ••WNI 8P JIDT"• � : QPG. • APPROVED WINDOW ELEVATIONS (L.M.IME= • •• D.L.• TVP. am ta 6•URIC TVP, I m (�' •• • • • • I ••• • AT C.ORt'= Dig m Td g. 4. • • •� tlyf A VIN)ffifl!• ItE1CdiT • • !_ =x•y — 9 g O i + MtmD11 • • • , y LVOmW •t •• •• •J�/ �Y 0 TYP. z $ y 6 ::� LEG xT � � 2 0 � in MkODUCr REVISED vumBv vtBTx vTtmDv vmTx M NALc-xmx0 TYPM.`L ELMTi�x 3 C o A No - X0.18 a BY vDdm I m EXT.S A FALSE ern W/ fi vDmov xERarr TYPICAL ELEVATION ���,�APPLIED v, VI SI ICOC AND ARE TESTED UNIT AVAILABLE AS OPTIONAL. ® d a 1— vmm�v � m L I �T GLASS AREA TESTED L. - SE TO o vtxmv vmTx vHNmv vHDTH GLASS TYPES: E. F. J. K AND L. - SEE DESIGN LOAD CAPACITY TABLES ON SHEET 4 ARSL M IMPACT 50VARE oae W wiNeow ELEYATNIN FOR SIZE LIMITATIONS OF EACH CLASS TYPE. JWZDOWS DADS f�UNTY APPROVEDI NOT REQUIRED � I General Notes: �1 vmffiv vxemv 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH TBE REQUIREMENTS vacm v MT. OF THE 8014 FLORIDA BUILDING CODS INCLUDING HIGH VELOCITY HURRICANE ZONE LE:— VELOCITY (}BtBZ) AND ASTM 1300-04. THIS PRODUCT IS IMPACT RESISTANT. v +t (SHunm NCTP BEQUI�) S L__J 8.) STOOD BUCKS SHALL BE INSTALLED AND ANCHORED 30 THAT THE BUILDING PAL Room Tiplell nmalmmvn®v vDTRt I „„ N R THE LOADS IN ACCORDANCE WITH THE REQUIREMENTS ® OF 2014 F.B.C. &TO BE REVIEWED BY BUILDING OFFICIAL. � R SM PI[Pm wxmw T+nr►mn+ 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS ANCHORS ON ALL WINDOW SI2E3 a ARE NOT TO EXCEED THESE HAM M SPACINGS ON CENTER (OC.) 4.)ANCHOR 0ONDMONS NOT DESCRIBED IN THIISE DRAWING'S ARE TO BE MIGHIBERED ON A SITE SPECIFIC BASIS. UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL vtxHmv xEMIT 1— vT vH v B.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE 01—LAMINATED GLASS TYPES. AND 0 FOR USE WITH DOUBLE CIA LAMINATED INSULATED GLASS TYPES TABULATED HEREIN: + t Ec M• (SEE 03 FOR GLASS TYPES AND SHEET g4 FOR MAX DESIGN PRESSUBE.4). LL �� 1 0.) WINDOWS WITH GLASS TYPES "B. C. F. OR INSTAL1ED ABOVE 30IL IN THE Wm THE g $ Lmu �TM I.G. EnERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSIIE IMPACT 1mx_O EYE exam ELEVATIONyttmOV VIDTN RESISTANCE REQUIREMENTS (FRC-2014. Seddon 2411.3.5.7). 7.) FOR OPTIONAL FRAME 1NSTAIMTION DETAILS SEE SHEETS 2 & 5. 5.) EXT. & ITT. FALSE COLONIAL MUNTINS ARE OPTIONAL&AND ARE APPLIED W/ SILICONE a ••. 9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED • OTHERS). PRIOR TO WINDOW INSTALLATION. SEE SHEET •••• e'' (BY ) ( � FOR DETAIL & NOTES) Oe••�• �'••� G ALLOWABLE F LOADS FON ALI MATE WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER 24. g b SHAPES AS SHOWN.CAN BE 10.) APPROVAL APPLIES TO SIKILE UNITS OR SIDE BY SIDE MULLED UNITS. VINCDV HEIGHT BY M BBItG PNCTURE WMOW SHAPE vmmv 7.17100 a OR rtECTAN"AS 11.) MULLING FIXED WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED PRODUCTS C ¢1iaT SHOW IN DOTTED LINES AND OBTANNO USING A MIAMI-DADS COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE L�• vtNUDv ALLOWABLE LOADS FROM THOSE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY YO THE SHAPES.PROVDED PERNETFR ENTIRE MULLED SYSTEM.MULLION/ vvmw VIDTN FASTENERS ARE AS OESCROE0 HEREIN OCTACdN 7VEa1 AL ELMMON FM SUE AND SPACING 19.) ALL METAL/STEEL IN CONTACCT WITH ALUMINUM ATTACHMENT OR DETAILS D&ISSI NUR MATERIALS TO HE f�s i' •• �v���� PAINTED OR PLATED AND SHALL.MELT THE 2010 FI.ORLDA BLDG. CODE. •T•tigTlT� . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... • •.. . 14 SPIS.aI/I V . 914$A.S.VI 1 1/4• ALL WOOD BUCKS ENMNEERE4 SHPARATEbYA L Et ENT 64M WIDL - Pi.WOOD EMS MIN.EMBEDMENT INTO WIDA 8 TO BE REVIEWED BY BLDG Oli'ICIAO•(TE.ELE'VATIGNNi SHEET 81 Y (SEE ELEVATION AT SHEET 91 • • • R MAX 6ASTENER#PACING) FOR MA11 FASTENER SPACING) v N INTERIOR • • • • • "a't;` '• .• m m $ - • —--- •..to wTLTIew�mR1wv -----�------_--- INTERIOR LAlIIIMATED GLASS •1/�'TAPCON V/1 1/4• � 00 `b MIN,EMBEDMENT INTO Ci]NG +;�e+q..,.n;.e:,:•<.:.:' '.`:�.',` -- T SHEET 81 EXT.GRADE + •• • • • •FOR MAIL FAS ENEAR SPACING) m. Qqpm + • • • �CrS @;u CAULK • .• • -.- CII 8X • • : EXT.GW!➢E BANx BEDnnNG Al •• • • •V4• o Q Z y� To BE APPLIED lu3m • tll W j� � �F Cr Br 1 1/8'MDL msd BY OTHERS ow - B 1 I - ' • ' EDGE DISTANCE #1 1 t O a � EXU. GARDE EXTERIOR L'�••'i�'+ EXTERIOR CAULK EXTERIOR GRADE :bit,+.a? PERIMETER CAULlU9YG as3C :9q• rs =I By WOW FRAME WITH .� C 1 JIY®Y To AVPLm wyofmm r MIN, nt sxs,v/1 w• 1/41 TAPCON V/ 1 1/4• � s1tUNx0 Bvm METAL LATH KAM TO NST MIN.EMIOEBIENT INTO WOOD. KIM EMBEDMENT INTO CONC. � o CKWHOR tAkBE PLYWOOD SHfATKM (SEE ELEVATION AT SHOE, 91 (SEE ELEVATION AT SHEET 91 04TO BE SP6�IEB BY ANO(n T OR GC EXT.2!!\E MAX FASTENER SPACMCJ FOR MA).FASTENER SPACING) P.T WOOD EM MOT BY LAWSON IND. OWED®rum BY OtIETm NOT SUSTAIN IMPOSED LOADS 3M [iC�i NOT BY LAVSOH II�MRIEB.t� ( 1 Iib•UK CAULK MOOD FRA➢t1E INSTALLATION DETAIL t•lott �� i.•'.;..• ." •' :. ' � I F''•. ►. .. • d• CAULKING t q$ S � SRICCNE ADHESIVE BEDDING C@IPOIMD e to EXTERIOR INTERIOR a t t s1 j WINDOW DWALLATION NOTES: 1/4• MAX. L THE VD41MW FRAME FLANGE TO BE HACK—BEDDED VI AN EXT. ® HIM 10 LAMINATED GLASS GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER(TYPJ 3 2.THE EXPOSED EXT.PERIMETER OF THE WINDOW FRAME TO 1 V4 O 11 OGOUllpffryff BE SEALED V/AN APPROVED EXTERIOR GRADE CAULK BY OTHERS(T1PPJ PERDEIM CAULKING a ••••N•••••• ' i •WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BILLY(OR pR• So GpApE - r?.�'.'+:.•�;"::`;�>r + �'� tL d.� MASONRY 13 UM TRW 1/8'. =0ARE NOT REQ=ED. CAULK ANCHORS NOTE: V.BY ED 2 BY WOOD BlX]( ',til::.'•.. ..., a 4� ANCHORS TO BE 912 SMS OR VD. SCREWS INTO WOOD. OR �' :+'m . .. • �I�E4p 4qA 1�foTldo : c;:' 1/4• TAPCONS or APPROVED CONC.FASTENERS INTO CONC„ -:'. ' d' 2 AA 66 �.I WITH A MINIMUM OF 1 1/4• PENETRATIONINTO WOOD •.� '.^ B•• • i w No ' COIC, AT 12. O.C. MAX ,9imII Ho BNS 6� I i . h.r -Ir. , r. - >' c . .vim" 'Til` . :ai ,r . d-,•. n 000 �D 1Ri �Ot7t7wCm0�m ��C7 tL".x t"Z71:`�■['�t7�7L7L'r�t7�m ��_� m r�raNMIor�rla�mNr moa iii 0� � m 0 D r�rWr o©r� 7rmr�oorar tii' S Z] �ETJ�C��JCSiC�EF�00 r D IIE» E:3L � L7000L`S�m��L�t o W»r�fa�»r�v� 0 0000r�■caom®�o� �� o■0000c���r:�omo�� _ 0 0©0000r.��x���o�vo o .. o000000�0�00 0 00©0 ■00©©000 ■ aa��a �muMIKEW oar. 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BE RE SM MIRMR IMPACT REMANCE REQUUMMENTS OW-2014. rREvW :r \� .. , r . • i WWM AND.X11 &.7 LDM OWN&M VERTWALLY OR ROFIZONTALLY AS SHM ABOVE. . . ... . . . .•. •. .• . . . .. .. . • • . • . . . . . . . . •.. • . . . ... ••i •s i•• (� ia"'°u' JAMB BILL OF MATERIALS • • • • FRWE ITEM PART q QUANTITY DATION MATERIAL Rt , : • • � wm m � � s 1 L-4201 2 FRAME HEAD/SILL/JAMS 6063-T6 - •N.a� m 4 j 2 L-7708 4 GLAZING BEAD (5/16" GLASS) 6063-T6 3 L-7708 4 GLAZING BEAD (3/8" & 13/32' GLASS) 6063-T6 - •• • • •• ••• Fit oa m 4 L-7708 TRIMMED 4 GLAZING BEAD (7/16- GLASS) 6063-T6 - • ••• • • • •• • a 5 L-7711 4 GLAZING BEAD (5/16' GLASS- INSULATED) 6063-T6 - • • ••• • �� $ •• • • • • ••• • z} i d 6 L-6211 4 GLAZING BEAD (7/16' GLASS - INSULATED) 6063-T6 7 � X 3/4" 2/ CORNER ASSEMBLY SCREWS - P.H. PHILLIPS FRAME sLL HEAD 8 L-4204 AS REOD. GLAZING BEAD AT CIRCULAR WDWS. 6063-T5 - 9 VWS-004 AS REDD. GLAZING GASKET SOFT PVC - 7 RECT GO somm wDwws 10 • AS REOD. GLAZING SILICONE • - it PL 75.6020 AS REDD. GLAZING SETTING BLOCK SOFT PVC 1/8" X 1/8" X 2" O O c 12 812-25H-357 AS REOD. Duro Seal DuSeal Swiggle Spacer 1/4" BLACK 1/4"AIR SPACE g FRAME RADIUS JOINT FRAME END CORNER U 4 NDOW FRAME EXTRUSION DET n c _ a ccet eAtr 2.643- FRAME FRAME CORNET. OR JOINTS SEALED WITH A COLORED C E r AND PERIMELER OF GLAZING BEAD WITH CLEAR :7•t I �t T TTP _ .773 Ir> ' FRAME LLFAD/SILL/JAMB 2 (5/�16'GLASS) L'ILO011CTR8VFSSD hb�k r °sm a .o4a --law MIALMN TWL SIZE AND�of ALUND"M LLIM4 3 d o� T�RTR � TTP. ,773 (ALMA.0.076•MRL TMX) SEE AAWAH APPROVALS FOR 7rs tl IE X D. S» lA p3m ND VAX MOIL•TIIE L61dIER PRESTUR£S OF FLAT IOrA➢.WiILLIPS. 3 GLAZINNG STOP GLAZING STOP (7/16"GLASS) 111E wmw OR MULL SHALL OOVm AT I•=KAX. D17TRIOR NOTE:THE LOM PRESSURES OF (3/8"& 13/32"GLASS) L4•KAX. 1KE WWOO•OR MULL SHALL GOVERN aLo SHIN 1( +!laz 1NTERIOR 12 SRS X t t 4 L.3 AT W D.G NAIL , I TV. 1 Is- NOTE: 5 6 1.AmiPomp PIATm. INSULATED GLAZING STOP INSULATED GLAZING STOP 9 �, ••«.,.Irk ,. W/5/19" LAMINATED GLASS W/ /7 16" LAMINATED GLASS 2.METAL STRUCTIO�•' .L .r, - �A)STEEL:Fy-36 KM MRL ^'---- (STEEL 18 GA.MIN.TACK-Ro487 TYA 4i - •-'^ 8)ALUM"A 7 6083-T7 WN. ,. TTP. (ALUM.RO78•MR THU) a h sos EXTERIOR /62) +FRAME F�ETER WINIM FRAME K •�� EXTt311OR GRADE SEALANT EXTERIOR '•. c. a .466 PERIMETER CAULKING I � GLAZING STOP (CIRCULAR WOW.) Fnmz MLat?MG DET TI. METAL STRUCTURE ATTACHMENT DETAH ,����An•••�•L•• a • • ••• • • • • ••• LAMINATED INSULATED GLASS COMPOSITION TYPE B S IB G CO BBITIOft- A SILICONE I41� ➢13&:B4N SCHNEE-MOREHEAD SM 5731 y �' 17811 OleS4 0# • DBTt�. DOW CORNING 899 �i 4 1 I/8•ANN.MASS _ _ 1 I/8•ANNEALEDIQASO _ • TREMCO SPECTRUM 2 A 2 MOW SAFLEX PVB-SOLUTIA .v4• --- � C ®_-�yyro, 2 0090• BUTAGTE PVB-Dlp•DNT m q 3 1/8•ANNEALED GLASS - 3 ItG'ANNEALED GLASS �.__.__ u�6•J M 1 4 1/4•INSULATED AIR SPACEm - - I (W 1/8•ANNEALED DA TEMPERED GLASS B IB LAMINA CO '• LAMINATED=0�IfPE M• B i+ MONOLITHIC ' ••• • • LAMINATED LATED GLASS COMPOSITION TYPE C 1T� i>1SPAiL •• ; SBM D> 40N DETAIL 1 IM HEAT S2% G11FSS• --= ® dRCUTAR WOWS. GLAZING STOP Z _1 2 090•0BUTACTTE PVB- 9 th 1 1/H•ANNEALED M ASS SAS1 3 I/B•HEAT-STR04MTDMD GI ASS 434V 2 0096• SAFLEX PYB-SDLUTIA I I I I@ Lro iL d i5e 3 IM ANNEALED GLASS ¢ 19 32 LAMINATED GLASS COMPOSITION - TYPE E +AMINATED 3 LAMDIATED 4 1 4 L4•INSULATED AIR SPACE a' -- DETAIL MONOLIFDC MONOLITMC 5 00 3AG'ANNEALED DR TENPEIKD(LASS P1811 m.ABB DESCRIPTION N 1 3/16•HEAT-STRENGHTENED GLASS m --=� - -- 1 LAMINATED INSULATED GLASS COMPOSITION 90•TYPE F 2 6ASAFIEX Pvs-mLI1T1A T� Dgi 8calin DETAIL 3 I/B•HEAT-STREWN.ME.GLASS . 1 1/8•FEAT-STRENGHTENED MASS �f 0gp0• 66Qp• 2 O W BUTACITE PVD-DUPONT „4• I 7 18 LAMINATED GLASS COMPOSITION - TYPE H ® d —m GLAZING DEPTH GLAZING DEPTH 410 3 1/8•FEAT-STRENGHTMD BASS ITEM GLASS BI TION =AIL 4 lI4•INSULATED AIR SPREE - 1 3/16•ANNEALED GLA SS • - --=-=� Z qac 5 h)Ire•ANNEALED IIl2 TEMPERED GLASS 2 0690• SAFLEX PVD-ffiUTIA -- --� LAMINATED LAMINATED DMUTATED GLASS COMPOSITION TYPE G 3 3/16•ANNEALED GLASS - M�tQLI7MC DPTim.. ca L.4 >-STRI GHT DssAn 18 LAMINATED GLASS COMPOSITION - TYPE I DDV RE 8991 L8•IEAT-STIi£ ITENED GLASS y - SCFOVEE-NDREFfEAD 57310696•IHUTRCITE PVS-ItllP@IT1M CLAW I?I ON lB3TAR. TRENCO SPECTRUM 2 HEAT-STIf£!(OHItZVED GLASS ." I 3/I6•ANNEALED GLASS1/4•II4RLLATTD AIR SPACE - _ 2 aim BUTACITE PVD-IBB'ONT 1 GLAZING DEPTH 3/16•ANNEALED DR TQ�D GLASS 3 3/16• ANNEALED GLASS IAMBUTED INSULATED GLASS COMPOSITION TYPE L 7 8 IAMlNfi= GLASS C 19I011T -TYPE J LAMINAM MONOLITEIIC GLASS 3 � � 8 g ITEM n °�"° nm mess D ITaN DETAIL -T TYPICAL GLAZING DE FAIL � mi l 3A6•HEAT-STREMENTENED GLASS g/� 1 3AG'HEAT-STRENGdHTINED GLASS • " 9 A A 2 6690'HUYACIIE PVB-D1IY'@lT 2 MOW S-0-arm - _441Lm 8 d 3 3/16•NEAT-ST�flNTENED GLASS mir mfar 3 6•HEAT-STREPIGIO NED GLASS - 4 V4•INSt"70 AIR SPACE $ 5 3n6•TSD GLASS T 18 LAMINATED GLASS COMPOSITION - TYPE H 611 NOt@S• 1.) SER SHEET 4 FOR DESIGN WAffi LOAD CAPACITY TABLES. nm mess DESMON DB4eD�+T t sd n! M 8.)TDIOIOUS W TH GLASS TYPES '11. C.F. OR G'INSTALLED 1 SAW HEAT-STRENGHTENED GLASS ABOVE 30 FT. IN THE BVRZ,TBE I.G.EMMIOR LITE SHALL 2 0090' BUTACITE PVB-DUPDNT BE TEMPERED TO COMPLY VM THE SMALL MISSILE IMPACT 3 3/16•HEAT-STRENGHTENED GLASS RESISTANCE REQUIREMENTS (FBI-8010. Section $411.3.9.7). •SILICONE OPTIONS• '••• O O -- DOV CORNING 899 w G -- _ - SCHNEE-MOREHEAD 5731 v•.. - TREM'CO SPECTRUM 2 -- - ���elyNogLTwil�IVoNldO LAMINATED LAMINATED INSULATED -CAW INSULATED �� AcsoPtmcoAb .. GLAZING DEPTH GLA21MG DEPTH p��/ ,''•anu•••LLl LAMINAMANNSULUED GLASS TYPICAL GLAZING DETAIL pmb"1Cp11