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WS-12-950Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 174083 Permit Number: WS -5 -12 -950 Scheduled Inspection Date: July 23, 2012 Inspector: Rodriguez, Jorge Owner: COFIELD, HELEN Job Address: 1286 NE 96 Street Miami Shores, FL Project: <NONE> Contractor: ALL ABOUT DOORS INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060143890 Building Department Comments REPLACING FRONT DOOR AND 7 WINDOWS AND TWO SINGLE DOORS UPSTAIRS (BALCONY AREA) Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments July 20, 2012 For Inspections please call: (305)762 -4949 Page 15 of 43 k3, 6lat) 194 BUILDING 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 PERMIT APPLICATION FBC20 IN ig MAY 2 4 2012 Lb) Permit No.\ Iu lCJ -5O Master Permit No. Permit Type: BUILDING /� ROOFING o OWNER: Name (Fee Simple Titleholder): �? \ P (� l eo r j� t -e1. Cpl Phone #: O5) 90s- 7 DO I Address: q City: €civtA S lam® r-e ' State: l'o Zip: 3 313 Tenant/Lessee Name: Phone#:. Email: JOB ADDRESS: i a NYE, City: Miami Shores County: Miami Dade Zip: '331 3'g' Folio/Parcel #: 'aO o OIN 3$R 0 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: Address: ri�(D(2 _ City: c c4 1 Qualifier Name: '%O4(:), 11 I\_ d- 1 OCR State: 'FL- SCLA cL.Le`z Phone #: (305� ��7 -a73d1 State Certification or Registration #: Contact Phone#: ,RO ' g--73 4 Fmail Address: DESIGNER: Architect/Engineer: Zip: G J?.3 1 0-00 • Phone #: ,Os)o2 (0%-734 Certificate of Competency #: rk l k G tU©c4cQ oGY-.5 9@ a n l o L� Qoa.: ?or 0.4 -COY1 Phone#: ?SOS) PGA -S-MO Value of Work for this Permit: $ 1 000 Square/Linear Footage of Work: Type of Work: UAddition' ❑Alteration UNew epair/Replace ODemolition Description of Work: l�� t° d� c "Fror - e' r c l r nctou.� -4-4i rS nor-0e bearo r9' c c Gov S 1x51€ oicerrs 4 * * * ********* ***** ***** ** * *** ******s **F ay+�x� ****w v** ****aa.******* *** *******x * ** Submittal Fee $ Permit Fee $ ex) CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Aln 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated valise exceeding $250b, ?the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of su posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature 21,,L Owner or Agent Signature ntractor ii The for g 'ng instrument was acknowledged before me this ► 1 " The fore o g instrument was acknowledged before me this ) 1 ''' day of , 20 I� by ]�-e 1 �1 C 9 i id day of fore , 20 kat, by l .b°P r-- Z who is persona y known to me or who has produced who is personally known to me or who has produced As identi t gtion and who did take an oath. as ident. ).,and whmapj Ramo oath. .0 .••• AS.YN RAVELO i * MY COMMISSION # EE 055604 NOTARY MY NOTARY EXP _JanualUi6,2015 „* EXPIRES: January 18, 2015 Bolded Thrulltulget Notary Mites : . , ; Diu Budget Notary Services Si Print: / 4 l l l� /'� a vim, • Print: Alt/ My Commission Expires: 1 -18 -6 My Commission Expires: * **AS4FAi:<sk3t **** **Tk>k$:{:s3� *' "* • • $.F • aYH. S-'akYF *�.a%kh<***NC%k�R>FS� *T: %AiE:H>FM3eAs>FA<:p % f****Y'* Aim'. ****YC. zF�k *.A** Psi+ *** *>$9R t�k** ******%A>FA ** *M*** APPROVED BY ✓daj%el Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)' From: 05/23/2012 23:29 #778 P.001/001 SC CERTIFICATE OF LIABILITY INSURANCE da05/22/("M/1z PRODUCER Accurate 8300 West Flagter Suite 114 Miami, FL 33144 Phone (305)228.8727 Fax (305)226 -8767 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC B INSURED All About Doors & Floors Inc. 7392 NW 8th Street Miami, FL 33175- 1 INSURER A: Burlington Insurance Co. INSURER B: INSURER G: INSURER D: INSURER E: COVERAGES INSURER F: THE POLICIES OF INSURANCE USTED 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 POUCIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR NOD TYPE OF INSURANCE POLICY NUMBER EXPIRATION POLICY Iyy LIMITS A J GENERAL LIABILITY ® COMMERCIAL GENERAL LIABILITY ❑ ❑ CLAIMS MADE ❑ OCCUR ❑ GL-0383741A 05/03/12 05/03/13 EACH OCCURRENCE 2,000,000 PREMISGES ( ) 100,000 MED E (MY one PBeeon) 5,000 PERSONAL & ADV INJURY 2,000,000 GENERAL AGGREGATE 2,000,000 ❑ PRODUCTS - COMP/OP AGG 2,000,000 GEM. AGGREGATE OMIT APPLIES PER: ❑ POLICY ❑ PROJECT ❑ LOC ❑ AUTOMOBILE ❑ ❑ ■ ❑ ❑ • LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) BODILY INJURY (Per person) BODILY INJURY (Per =Went) PROPERTY DAMAGE (Per accident) ❑ GARAGE LIABILITY ■ ANY AUTO ❑ AUTO ONLY - EA ACCIDENT OTHER THAN EA ACC AUTO ONLY: AGG • EXCESSIUMBRELLA LIABILITY • OCCUR ❑ CLAIMS MADE ❑ DEDUCTIBLE ❑ RETENTION S EACH OCCURRENCE AGGREGATE WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR / PARTNER / EXECUTIVE OFFICER 1 MEMBER EXCLUDED? I Yes, describe under SPECIAL PROVISIONS below • TORY LIMITS ER E.L EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE EL DISEASE - POLICY LIMIT OTHER DESCRIPTION OF OPERATIONS 1 LOCATIONS 1 VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT 1 SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION City of Miami Shores Building Dept 10050 NE 2nd Ave Miami Shores, Florida 33138 1305267.2794 SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICAi TE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, rr5 AGENTS OR REPRESENTATIVES, AUTHORIZED -,.a.. �� jl TINE Lucia Estrella 1111141 RD 25 (2001/08) QF 2012 -05-23 10:.32 ACORD CORPORATION 1988 Page 111 MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 2011 LOCAL BUSINESS TAX RECEIPT 2012 MIAMI -DADE COUNTY - STATE OF FLORIDA EXPIRES SEPT. 30, 2012 MUST BE DISPLAYED AT PLACE OF BUSINESS PURSUANT TO COUNTY CODE CHAPTER 8A - ART. 9 & 10 di IS' IS NOT r, _;il..'_ DO NOT FA‘-' 650326 -3 BUSINESS NAME 1 LOCATION ALL ABOUT DOORS & FLOORS INC 7392 NW 8 ST 33126 UNIN DADE COUNTY OWNER ALL ABOUT DOORS & FLOORS INC Sec. Type of Business mmm12,0AgECIALTY BUILDING CONTRACTOR BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS OF THE COUNTY OR CITIES. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR LICENSE REQUIRED BY LAW. THIS IS NOT A CERTIFICATION OF THE HOLDER'S QUALIFICA- TIONS. PAYMENT RECEIVED MIAMI -DADE COUNTY TAX COLLECTOR: 09/19/2011 09010354001 000075.00 SEE OTHER SIDE FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 RENEWAL RECEIPT NO. 677347 -8 CC # 06BS00653 WORKER /S 2 DO NOT FORWARD ALL ABOUT DOORS & FLOORS INC TERESA SANCHEZ PRES 7392 NW 8 ST MIAMI FL 33126 I I 11111 I 11111111111 1111 1111 1 ,1111111111111,111,111111t11{�I 1 MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 2011 LOCAL BUSINESS TAX RECEIPT 2012 MIAMI -DADE COUNTY - STATE OF FLORIDA EXPIRES SEPT. 30, 2012 MUST BE DISPLAYED AT PLACE OF BUSINESS PURSUANT TO COUNTY CODE CHAPTER 8A ART. 9 & 10 THIS 6 i ^dc . 3: ._ — 30 NOT P/ 650326 -3 BUSINESS NAME / LOCATION ALL ABOUT DOORS & FLOORS INC 7392 NW 8 ST 33126 UNIN DADE COUNTY OWNER ALL ABOUT DOORS & FLOORS INC Sec. Type of Business THIS IS 0Ag CIALTY BUILDING BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS OF THE COUNTY OR CITIES. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR LICENSE REQUIRED BY LAW. THIS IS NOT A CERTIFICATION OF THE HOLDER'S QUALIFICA- TIONS. PAYMENT RECEIVED MIAMI -DADE COUNTY TAX COLLECTOR: 09/19/2011 09010354001 000075.00 SEE OTHER SIDE CONTRACTOR FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 RENEWAL RECEIPT NO. 677347 -8 CC * 06BS00653 WORKER /S 2 DO NOT FORWARD ALL ABOUT DOORS & FLOORS INC TERESA SANCHEZ PRES 7392 NW 8 ST MIAMI FL 33126 11111111111, 11111111111) IIIIIIIIIII15111 1IIIIIIIIIII511111 II MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 2011 MUNICIPAL CONTRACTOR'S 2012 U.S. FIRST-CLASS S TAX RECEIPT MIAMI -DADE COUNTY - STATE OF FLORIDA PAID PURSUANT TO COUNTY CODE SEC. 10 -24 MIAMI, FL EXPIRES SEPT. 30, 2012 PERMIT NO. 231 THIS IS NOT A BILL - DO NOT PAY RECEIPT NO. 30- 6773478 CC NO: 06BS00653 BUSINESS NAME / LOCATION ALL ABOUT DOORS & FLOORS INC 7392 NW 8 ST OWNER :ALL ABOUT DOORS & FLOORS INC SEE BACK OF RECEIPT FOR A LIST OF NON - PARTICIPATING MUNICIPALITIES Receipt holder must register in the city where work is to be done. PAYMENT RECEIVED MIAMI -DADE COUNTY TAX COLLr 121/2012 02270041001 000200.00 RECEIPT HOLDER MAY DO BUSINESS AS A CONTRACTOR AS SPECIFIED HEREON. SPECIALTY BUILDING CONTRACTOR DO NOT FORWARD ALL ABOUT DOORS & FLOORS INC TERESA SANCHEZ PRES 7392 NW 8 ST MIAMI FL 33126 `` 44 ii jj h jS VI 7� � 1 `i 4 !!1 SIt17f 9:)111 I 11111 1!!! I .1 !tit I!!!l fl\ 1 l: tlil 111r♦ 1! 1411, JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. 02-28 -2011 EFFECTIVE DATE: PERSON: FEIN: 02/28/2011 EXPIRATION DATE: 02/27/2013 SANCHEZ ROBERTO 650996400 BUSINESS NAME AND ADDRESS: ALL ABOUT DOORS & FLOORS INC 7392 NW 8TH ST MIAMI FL 33126 SCOPES OF BUSINESS OR TRADE: 1- FINISH CARPENTER IMPORTANT: Pursuant to Chapter 440 . 05(141, F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.06{12►, F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.06(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413-1609 DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 2011 MUNICIPAL CONTRACTOR'S 2012 FIRST -CLASS TAX RECEIPT U.S. POSTAGE MIAMI -DADE COUNTY - STATE OF FLORIDA PAID PURSUANT TO COUNTY CODE SEC. 10 -24 MIAMI, FL EXPIRES SEPT. 30, 2012 PERMIT NO. 231 THIS IS NOT A BILL — DO NOT PAY RECEIPT NO. 30- 6773478 CC NO: 068S00653 BUSINESS NAME / LOCATION ALL ABOUT DOORS & FLOORS INC 7392 NW 8 ST OWNER :ALL ABOUT DOORS & FLOORS INC SEE BACK OF RECEIPT FOR A LIST OF NON - PARTICIPATING MUNICIPALITIES Receipt holder must register in the city where work is to be done. PAYMENT RECEIVED MIAMI -DADE COUNTY TAX "W3721 /2012 02270041001 000200.00 RECEIPT HOLDER MAY DO BUSINESS AS A CONTRACTOR AS SPECIFIED HEREON. SPECIALTY BUILDING CONTRACTOR DO NOT FORWARD ALL ABOUT DOORS & FLOORS INC TERESA SANCHEZ PRES 7392 NW 8 ST MIAMI FL 33126 ,,11,,,;1,1,111„1,t,i1.,:,t,1' :,1,:,,11 „1, ,I':,1,\A,'.. JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION 02 -28 -2011 * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: PERSON: FEIN: 02/28/2011 EXPIRATION DATE: 02/27/2013 SANCHEZ ROBERTO 650996400 BUSINESS NAME AND ADDRESS: ALL ABOUT DOORS & FLOORS INC 7392 NW 8TH ST MIAMI FL 33128 SCOPES OF BUSINESS OR TRADE: 1— FINISH CARPENTER IMPORTANT: Pursuant to Chapter 440 . 05414), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (650} 413-1609 DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 Permit No: 12 -950 Job Name: May 25, 2012 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Identify the components (glass type) to be used for each opening. 2) The state approval does not meet the design wind Toads and several glass types do not meet the design loads. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 3cs-- —279L( Permit No: 12 -950 Job Name: June 20, 2012 Miami Shores Village Building Department Building Critique Sheet 2nd 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) The state approval does not meet the design wind Toads. The approval must meet the water infiltration requirements. When using inswing where water infiltration is required design pressure is only - +19 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 PERMIT #: 0 - ncfrevo ntractor o Owner o Architect Miami Shores Viiiage Building Department RECEIPT DATE: 6 Picked up 2 sets of plans and (other),, Address: / Z ∎ 6 q From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Depart Ant to continue permitting process. Acknowledged 1,zi 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 2- PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. ( —3'2°6 Oty- - - D STATE OF FLORIDA: COUNTY OF MIAMI -DADE: STATE OF FL HEi+jESY CER THE UNDERSIGNED hereby gives notice that improvements will be made to & property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. tMTA HARVEY 111111111111 lull 1111111111 11111 1111111111111 CFN 2012R0496206 OR Bk 28108 Ps 0119; (1ps)) RECORDED 07/16/2012 09 :31:57 HARVEY RUV'IHr CLERK OF COURT MIAMI-DADE CDUNTYr FLORIDA LAST PAGE 0OU1t4TY OF DADE Meg this is 6 cow al NI. BY Space above reserved for use of recording office 1. Legal description of property and street/address: 1 °( (o 51- ec, 0.4 z - 3% 2. Description of improvement: 2,4p * I c.e c'v. c; 3. Owner(s) name and address: SoLAA va- QoC�o-r k2 Interest in property: Name and address of fee simple titleholder: 4. Contractor's name, address and phone number. . e 4 171'2. i�+�= W L c. L ,06 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1Xa)7., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTI OF COMMENCEMENT. Signature(s) of Own ) eAS)kAugid Officer /Director /Partner /Manager Prepared By C Prepared By Print Name S r.,4 .ceyAT" Print Name Trtie/Office i''• / '>_ - Title/Office STATE OF FLORIDA csz.�9K' ■b COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this BY ❑ Individually, or ❑ as for /'Personally known, or ❑ produced the following type of identification: Signature of Notary Public: -` Print Name: L✓)C t ``' $e- (SEAL) VERIFICATION PURSUANT TO SECTION 9,2.525. FLORIDA STATUTE Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to-the best of my knowledge and belief. Signature(s) of ► rs),or Owner(s)'s Authorized Officer/Director/Partner /M r who signed above: By By 1 (� day of Y Notary Public State of Florida S Lucia Estrella < My Commission DD883836 "40, of Expires 07/02/2013 CITY COP e5k SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS Pr4 'floor No' 42V:1,1s fis FoR mple t< 4- 2- 9 Zs: 4-S101PSF/- 6q-CfS F- '5434 cora r.■ I Y. LW( for, 14' 0A, ecr t ok•a7 -6-0A-trvrootA Beat roc, (Bil x39% rsioiN ra—DIV-7.0% \l/ ta. N -2- oi S)0 thAAA n Engineer's Seal Covers Design Loads only., JUN 07 2012 AL-FAROOQ CONSULTING ENGINEERS & PRODUCT DEVELOPMENT 1. Client 2. Project Name 3. Project Address 4. County 5. Building Height : 22 FT. 6. Building Dimensions : Length " FT. Width' FT. SIZ'E SPECIFIC: WIND LOADS WIND STANDARD: ASCE 7 -10, FBC 2010 EDITION (Based on data supplied by client) ALL ABOUT DOORS HELEN COFIELD 1286 NE 96TH STREET MIAMI SHORES cm' MIAMI -DADE FLORIDA 33138 STATE ZIP 7. Building Roof Slope 8. Risk Category : ❑ 1 ❑ Flat ® Slope ( See Figure 1 below) El II ❑III &IV Risk category '1' applies for non essential buildings. e.g. storage facilities etc. Risk category applies for all commercial and residential buildings. e.g. homes, apps., offices etc. Risk category 'III & IV' applies for essential buildings. e.g. schools, hospitals, police stations, fire stations etc. 9. Attach floor plan with shutter/ window, sizes and types. (Note: If maximum load used for all openings, floor plan is not required) Client Representative Figure 1: Flat roof Sloped roof JAVAD AHMAD, P.E. - FL # 70592 EB C.A.N. #3538 1235 SW 87th Avenue 1 Miami, FL 33174 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com 1 alfar000@afceng.com AL- FAROOQ CORPORATION CAN (EB) #3538 1235 S.W. 87th. AVENUE MIAMI, FL. 33174 PH. 305 - 264 -8100 CUSTOMER :ALL ABOUT DOORS PROJECT :HELEN COFIELD WIND LOAD ANALYSIS FOR COMPONENTS AND CLADDING AS PER SPECIFICATION ASCE 7 -10 BUILDINGS WITH IMPACT PROTECTION 06 -07 -2012 BASIC WIND SPEED V : 175 MPH RISK CATEGORY FCT. I : 2 (Table 1.5 1, p2) EXPOSURE CATEGORY : D ( Sct. 26.7.3, p251) MEAN ROOF ELEVATION H : 22 FT. TRIBUTARY LOAD AREA A : 21 FT"'2 (34 1 y/ NiL ) Kh = 1.10 Kd = 0.85 Kzt. 1.0 (TABLE 30.3 -1, p317) (TABLE 26.6 -1, p250) (TOPOGRAPHIC FACTOR - FIGURE 26.8 -1, p252) VELOCITY PRESSURE Qh= .00256 Kh Kzt Kd V"'2 = 73.30 PSF GCp COEFFICIENTS (FIGURE 30.4 -1, P335) ZONE 4 = +0.94 -1.04 ZONE 5 = +0.94 -1.29 GCpi COEFFICIENTS = + .18 - .18 (TABLE 26.11 -1, P258) DESIGN PRESSURE P = Qh(GCp - GCpi)x.6 (AS PER FBC 1609.1.5) IMAe� * c) Ly. FLboe_ PLAN) -NN p-) ZONE 4 = + 49.4 PSF ZONE 5 = + 49.4 PSF - 53.8 PSF - 64.5 PSF U (TRW `-1i( of- "M z. LLou)iih. CeA> . SAy ©• x� %1 Nat_ N'o °VKt «? VP L of Tit. eLd6 'JUN 0 7 2012 AL- FAROOQ CORPORATION CAN (EB) *3538 1235 S.W. 87th. AVENUE MIAMI, FL. 33174 PH. 305 - 264 -8100 CUSTOMER :ALL ABOUT DOORS PROJECT :HELEN COFIELD 05 -17 -2012 WIND LOAD ANALYSIS FOR COMPONENTS AND CLADDING AS PER SPECIFICATION ASCE 7 -10 BUILDINGS WITH IMPACT PROTECTION BASIC WIND SPEED V : 175 MPH RISK CATEGORY FCT. I : 2 (Table 1.5 -1, p2) EXPOSURE CATEGORY : D ( Sct. 26.7.3, p251) MEAN ROOF ELEVATION H : 22 FT. TRIBUTARY LOAD AREA A : 10 FT"2 Kh = 1.10 Kd = 0.85 Kzt= 1.0 (TABLE 30.3 -1, p317) (TABLE 26.6 -1, p250) (TOPOGRAPHIC FACTOR - FIGURE 26.8 -1, p252) VELOCITY PRESSURE Qh= .00256 Kh. Kzt Kd V"'2 = 73.30 PSF GCp COEFFICIENTS (FIGURE 30.4 -1, P335) ZONE 4 = +1.00 -1.10 ZONE 5 = +1.00 -1.40 GCpi COEFFICIENTS = + .18 - .18 (TABLE 26.11 -1, P258) DESIGN PRESSURE P = Qh(GCp - GCpi)x.6 (AS PER FBC 1609.1.5) ZONE 4 = + 51.9 PSF - 56.3 PSF ZONE 5 = + 51.9 PSF - 69.5 PSF ALL o'TWi( tcvA4 P Fbe_. : 1.q.y PS FI ILOITNtN 4 f of T�� A�LOt4i 1...6Ab. SA7 ox. //j k-k- e.t -e,� Nazi: 5�6Ji SoTHt PfPKd�(�4L %No qt„ s of- BLDG i*x ; shaet5,T T VE.1SpI CT1 on) Grig!n er's Scai Covers Design Loads only. F .OR(Cr.OEIPARTMEI u itless Profes iotia ReguLatror' Busines Profess' Regdation PCIS Home { Log In 1 User Registration I Hot Topics I Submit Surcharge 1 Stets & Facts 1 Publications i PBC Staff 1 BCIS Site Map 1 Links { Search I License of d .n;ly. iegu(xce fatty. EMERCISICY OFFIOE OF THE"+ Product Approval USER: Public User Product Aooraval Menu > Product or AootcaOon Search > ppplicatlon List > Application Detail FL # FL8228 -R5 Application Type Affirmation Code Version 2010 Application Status Approved Comments Archived u` Product Manufacturer Masonite International Address/Phone /Email 1955 Powis Road West Chicago, IL 60185 (615) 441-4258 sschrelber@masonite.com Authorized Signature Technical Representative Address/Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Steve Schreiber sschreiber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing Certification Agency National Accreditation & Management Institute, Validated By National Accreditation & Management Institute, Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard ystar ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 202 1994 VI affirm that there are no changes In the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Product Approval Method Yes 'r No N/A Method 1 Option A Date Submitted Date Validated Date Pending FBC Approval Date Approved 02/06/2012 02/06/2012 02/13/2012 °del, Number' Name 8228.1 Fiberglass Side- Hinged Door Unit 6' -8° Opaque I/S and O/S Single Door Limits of Use Approved for use hi HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +85.0/ -85.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 3' -0" x 6' -8" max nominal size. Hurricane protective system required in HVHZ, but not required in the W nd Bome Debris Region. See DWG - MA- FLO160 -07 for additional information. Certification Agency Certificate FL8228 R5 C CAC NI006900.01.pdf Quality Assurance Contract Expiration D ate 12/31/2014 Installation Instructions FL8228 R5 II FLO16ODx.odf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL8228 R5 AE 504A,odf Created by Independent Third Party: Yes 8228.2 arglass Side,- r'Unit 8'-0 Or ue ai O/S Single Door Limits of Usre Approved for usa i,n HVHZ: Approved for use outside t Impact'Res isstant: Yes Design Pressure +70.0/ -70.0 Outer: Evaluated for use in locations adhering to the Floi ida Building Code including the High Velodty Hurricane Zone: and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 31' -O" x' 8' -O" max nominal ,size. Hurricane protective system required to HVFl7. but not required In fife W nd Borne Debris Region. See DWG - MA- FLO -161 -07 for additional information. ertific tlon Certificat FL8228' g5 C CAC N1006900.02 Quality Assurance�ract Ex 12/31/2014 Installation =non's FI8228' R5 II FLt0i<61Dx.pdf Verified By: National Accreditation 8. M Created. by Independent Third Party, Evaluation Reports 'FL8228 R5 AE 503A.odf Created by Independent Third Pi 8228.3 Fiberglass Side- Hinged Door Unit 6' -8° Opaque Inswing Single or Double Door w /or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8228 R5 C CAC NI006900.01.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2014 Design Pressure: +50.5/ -50.5 Installation Instructions Other. Evaluated for use in locations adhering to the Florida FL8228 R5 II FLO160Dx.odf Building Code including the High Veloclty Hurricane Zone, and where pressure requirements as determined by ASCE 7, does Verified By: National Accreditation & Management Institute, Created by Independent Third Party: not exceed the design pressures listed. 12' -0° x 6' -8° max Evaluation Reports nominal size. Hurricane protective system required in HVHZ, but not required in the W nd Bome Debris Region. See DWG- FL8228 R5 AE 502A.odf Created by Independent Third Party: Yes MA- FL0160 -07 for additional information. 82 .4 Side- Hinged Door Unit 6``8" Opaque Outswing Sin Ile or Double DC oria Limits of Use Approved for use In HVHZ: Yes Approved for usa outside HVHZ: Yes Impact;itesistant: Yes Deign Prassure: +55.0/ -50.5 Other: Evaluated' for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, r and where pressure requirements as determined by ASCE 7, does net exceed the design pressures listed. 12` -0°', x 6'-8° max nominal size. Hurricane protective system required in HVHZ, but not required in the W nd Bome'Debria Region. See DWG - MA_FLO160407 for information. if on Agency CerNficar 228 R5 C CAC, N1004900,01. Quality Assurances Contract Exp 12/31/2014 Inatallatfon Instructions F18,228 R5 II .FLO160Dx adf verified By, National Accreditation &,M' Created by Independent TM Party: Evaluation Reports FL8228' R5 502A.ndf Created by Independent Third Party: Yes 8228.5 Fiberglass Side - Hinged Door Unit 8' -0° Opaque Inswing Single or Double Door w/ or w/o Sidelites Limits of use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.5/ -50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 12' -0" x 8' -0° max nominal size. Hurricane protective system required in HVHZ, but not required in the Wind Bome Debris Region. See DWG - MA -Ci nv R1 .117 a.r a.ieiifinn >t infinrrnmtinn Certification Agency Certificate FL8228 R5 C CAC NI006900.02.odf Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL8228 R5 II FLO 61Dx.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports f:L8228 R5 AE 501A.odf Created by Independent Third Party: Yes 8228,6 Limles of Use Approved for use in HVHZ: Yes Approved for use outsiide HVHZ: Y impact Resistant Yes Design Pressure: +55.0 / -50.S Other: Evaluated for use in locations adhering to the Elor puifdisg mode Includingthe High Velocity Hurricane Zone, and where pressure requirements as determined. by ASCE 7, does ttctt ex< eci the design pr ures listed. 12' -0° x. 8' -0° max nominal stze. Hunk ane protective system required in HVHZ, but trot required In the Wind some Debris RegMgn. See DWG" for additional information, 8 8' O" Opaque Outswing Single or Sideflte Certificati Ag Cep )L8228 31/2014 R5 C CAC ency NI006900.02 pdf Quality Assurance Contract ttxp rat 12/on Installation Inructions FL8228 R5 II EL0161Dx o(if Verified By National Accreditation & l Created by Independent Third Par FL8228 R5 AE 501A.pdf_ Created by Independent: Third. Pat Fiberglass Side- Hinged Door Unit 6' -8° Glazed Inswing Single or Double Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant No Design Pressure: ±52=0/-52.0_ Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 12' -0° x 6' -8° max nominal size. Hurricane protective system requirecLtr HVHZ and the Wind Bome Debris Region. See DWG- MA- FL0162 -07 for additional Information. 8228.8' lass :Side -Hinge Door, Unit Rc Pretssrt + 5,0 %55.0 Oilier: 'Evaluated for use n iocafions adheri ng to the i larida Buittiing Code including the Hlgh Velocity Hurricane Zone, and where pressure requirements a8 determined by` ASCE 7n not exceed the design pressures listed. 12'-0" x 6'-8° max nominal'size. Hurricane protective system required In I VHZ end fire Wind Borne Debris Region. See DWG- MA- FL0162 -07 for additional information Certification Agency Certificate FL8228 R5 C CAC N1006900.03.odf Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL8228 R5 II F1.0162Dx.odf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL8228 R5 AE 502A.odf Created by Independent Third Party: Yes 6'-8" Glazed ©utswing Sidelites CertRication Agency Ceit idate. P18228 R5 C CAC N1006900,03 •pdf Quality Assurance Contre Eirpi rat` 12/31/2014 Instaflpt on InaRructlons 228' R5 II I1.0162Dx',odf Verified By. Natonal A, rechtaUdn;8. Iwo, Created by Independent Third Party; Evaluatiow *eport$ /18228 R5 E `502A,pdf Created by Xndep�erideritThird'itarlty: YE Umits of Use Approved for use in, HVHZ: Yes Approved for unse autarkic HVHZ: Yes Imps t;Resistaet trio Design Pressures +43.0/ -47,0 Otfr: Evaluated for use in ideation adherin* to the Florida Buiidtng Code including the High VelodtY Hurricane Zane, and where pressure requirements as determined by, A5CE 7, does not exceed the design pressures listed. 12'-0'** 8' -0' nax non�inai size. Hurcicfane protective system redit�rired in HVHZ end' the Wind darn DebrsJ2egion, See DWCri4A- FL0163 -07 for additional information Elbe•glass Side -HI ed Door Unit Certification Agency' Ce tificate PL8228 R5 C CAC NI006900.04odt Quality Assurance Contract Eirpr{atioll 12/31/2014 iinstaftation Instructions F18R5 II FL0163Dx odf Verified By National Aceredttatlon Created by, Independent Third Pat evaluation Reports FL8228. R$ AE 501A,pdf: Created by Independent Third Pa 8228.11 Fiberglass Side - Hinged Door Unit 6'-8" Impact Glazed Inswing Single or Double Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: +52.0/ -52.0 Other. Evaluated for use in locations adhering to the Florida Certification Agency Certificate FL8228 R5 C CA NI006900.05 odf Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions F18228 R5 II FL0162Dx.odf Fiberglass Side - Hinged Door Unit 8' -0° Glazed Inswing Single or Double Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8228 R5 C CAC NI 06900.04.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2014 Design Pressure: +40.0/ -45.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL8228 R5 II FLO163Dx.odf Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does Verified By: National Accreditation & Management Institute, Created by Independent Third Party: not exceed the design pressures listed. 12' -0° x 8' -0° max Evaluation Reports nominal size. Hurricane protective system required in HVHZ FL8228 R5 AE 501A.odf and the Wind Borne Debris Region. See DWG- MA- FL0163 -07 for additional information. Created by Independent Third Party: Yes Umits of Use Approved for use in, HVHZ: Yes Approved for unse autarkic HVHZ: Yes Imps t;Resistaet trio Design Pressures +43.0/ -47,0 Otfr: Evaluated for use in ideation adherin* to the Florida Buiidtng Code including the High VelodtY Hurricane Zane, and where pressure requirements as determined by, A5CE 7, does not exceed the design pressures listed. 12'-0'** 8' -0' nax non�inai size. Hurcicfane protective system redit�rired in HVHZ end' the Wind darn DebrsJ2egion, See DWCri4A- FL0163 -07 for additional information Elbe•glass Side -HI ed Door Unit Certification Agency' Ce tificate PL8228 R5 C CAC NI006900.04odt Quality Assurance Contract Eirpr{atioll 12/31/2014 iinstaftation Instructions F18R5 II FL0163Dx odf Verified By National Aceredttatlon Created by, Independent Third Pat evaluation Reports FL8228. R$ AE 501A,pdf: Created by Independent Third Pa 8228.11 Fiberglass Side - Hinged Door Unit 6'-8" Impact Glazed Inswing Single or Double Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: +52.0/ -52.0 Other. Evaluated for use in locations adhering to the Florida Certification Agency Certificate FL8228 R5 C CA NI006900.05 odf Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions F18228 R5 II FL0162Dx.odf Contact Us :: 1940_North Monroe Street. ' Tallahassee FL 32399 Phone: 850- 4q7 -18 4 The State of Florida is an AA /EEO employer. Coovrioht 2007 -2010 State of Florida prixecv Statement :: Accessibility Statement :; Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released In response to a public- ' records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmasterrmdbor.state.fl.us. Product Approval Accepts: Hulloing Loae not mcivamg the nlgn velocity numcane Gone, and where pressure requirements as determined by ASCE 7 do not exceed the design pressures listed. 12' -0° x 6` -8° max nominal size. See DWG- MA- FL0162 -07 for additional information. vermea tSy: National Accrealtatlon at Management institute, Created by Independent Third Party: Evaluation Reports FL8228 R5 AE 502A.odf Created by Independent Third Party: Yes 8228.12 Fiberglass Side- Hinged Door Unit 6' -8° Impact Glazed Outswing Single or Double Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/ -55.0 Other: Evaluated for use in locations adhering to the Florida Building Code not including the High Velodty Hurricane Zone, and where pressure requirements as determined by ASCE 7 do not exceed the design pressures listed. 12'-0° •x 6' -8° max nominal size. See DWG-MA- FL0162 -07 for additional information. Certification Agency Certificate FL8228 R5 C CAC NI006900.05.pdf Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL8228 R5 II FLO162Dx.odf Verified By: National Accreditation & Management Institute, Created by. Independent Third Party: Evaluation Reports FL8228 R5 AE 502A.odf Created by Independent Third Party: Yes 8228.13 Fiberglass Side - Hinged Door Unit 8' -0° Impact Glazed Inswing Single or Double Door w/ or w/o Sidelites Units of Use Certification Agency Certificate Approved for use in HVHZ: No FL8228 R5 C CAC NI006900.06.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2014 Design Pressure: +40.01 -45.0 Installation instructions Other: Evaluated for use in locations adhering to the Florida FL8228 R5 II FL0163Dx.pdf Building Code not including the High Velodty Hurricane Zone, and where pressure requirements as determined by ASCE 7 do Verified By: National Accreditation & Management Institute, Created by Independent Third Party: not exceed the design pressures listed. 12' -0° x 8' -0° max Evaluation Reports nominal size. See DWG-MA-R.0163-07 for additional FL8228 R5 AE 501A.odf information. Created by Independent Third Party: Yes 8228.14 Fiberglass Side- Hinged Door Unit 8' -0° Impact Glazed Outswing Single or Double Door w/ or W/o Sidelites Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: +43.0/ -47.0 Others Evaluated for use in locations adhering to the Florida Building Code not including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7 do not exceed the design pressures listed. 12' -0° x 8' -0° max n4mlrla[;size. See DWG-MA-R.0163-07 for additional information. Certification Agency Certificate FL8228 R5 C CAC N1006900.06.Ddf Quality Assurance Contract Expiration Date 12/31/2014 installation instructions FL8228 RS II FLO163Dx.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL8228 R5 AE 501A.odf Created by Independent Third Party: Yes Bxck SECU& 1 of 4 Luis R. Lomas P.E. 1432 Woodford Rd. Manufacturer. Masonite LewisviNe, NC 27023 Report #: 502A 336 -945 -9895 Date: 12/29/09 Product Double Door with sidelites 12)(6'8" Scope: This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Drawings verification: This analysis verifies anchoring for the following drawings: DWG- MA- FLO120 -05 DWG- MA- FL0122 -05 DWG- MA- FL0124 -05 DWG-MA-R.0126-05 DWG-MA-R.0128-05 DWG -MA FL0130 -05 DWG -MA FL0132 -05 DWG -MA FL0134-05 DWG -MA FL0140-05 DWG -MA FL0142 -05 DWG- MA- FL0143-05 DWG- MA- FL0146 -06 DWG-MA- FL0147-06 DWG- MA- FLO151 -06 DWG-MA-R.0153-06 DWG- MA- FL0155-06 DWG-MA-R.0156-06 DWG-MA-R.0160-07 Anchors to be auaiified: 1. #10 Wood screw, for installation in wood frame substrates. 2. 3/16" ITW Tapcon, for masonry installation Anchor capacity in shear condition: Fastener type: 010 wood screw Side member: Douglas Fir -Larch Side member thickness: Side member dowel bearing strength: Minimum required penetration: Duration Factor: Allowable Design Value: te_ Fe, _ CD= Z'= 1.000 in 4,650 psi 1.330 in 1.6 171 lbs/anchor 6.WG- MA- FL0162 -07 DM-MA-A.0169417 DWG- MA- FL0170 -07 DWG- MA- FL0172 -07 DWG-MA-R.0174-07 DWG- MA- FL0175 -07 (NDS 2005, 11.3) Main member: Spruce-Pine -Fir Main member Thickness: t,, 1.500 in Main member dowel bearing strength: Fe,,, = 3,350 psi Screw bending yield strength: Feb = 80,000 psi Tabulated lateral design value: Z= 107.0 Ibs Mode IV Fastener type: Substrate: Minimum ernbedmerrt: Minimum edge distance: Tabulated shear design value: Z = Minimum edge distance: Tabulated shear design value: Z Actual edge distance: Design value per interpolation: Z = Allowable Design Value: Z'= 3/16" ITW Tapcon Hollow block 1.25 in 1.13 in 1I2 lbs 2.63 in 197 Ibs 2.50 in 189 Ibs 189 Ibs/anchor N.O.A. 07- 1126.10 Minimum C to C spacing: Actual C To C spacing: C to C spacing factor: 225 in 3.00 in 1.00 Minimum anchor capacity: 171 lbs/anchor Note: Anchors with the least capacity Is used for calculations to qualify anchors YAM higher capacity. Anchor calculations. minimum reeulred anchors t)(wbte. Pressure nst stq(Ls with bump Th L 36.38 r 36.38 72.75 79.25 Design pressure: 60.0 puf Zone Area (ftz) Load (Ibs) Ind. (in) Max. O.C. (In) Anchor Result Cap. (Ibs) Q' Load (Ibs) Aa 2.3 138 N/A N/A 171 1 138 OK Az 7.7 463 6.00 21.00 171 5 93 OK A3 7.7 463 N/A N/A 171 3 154 OK '` °\ sw R! t1l 0 ! f/ /i • TAT OF - i�il►`e /L' •� J/67/0NALE G`. rrn� Luis R. Lomas P.E. FL No.: 62514 1/7/2010 2 of 4 Luis R. Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27023 338- 945 -9895 Manufacturer. Masonite Report #: 502A Date: 12/29/09 Double. Pressure away from stops: 36.38 36.38 t t t ae Al A2 Al 79.25 Design pressure: 60.0 psf Zone Area (ft2) Load Off) ) Ind. (m) Max. O.C. On) Anchor Result Cap. Obs) --A2 Load (Ibs) Al 10.0 601 6.00 21.00 171 5 120 OK A2 10.0 601 N/A N/A 171 4 150 OK 72.75 ible. PtX against stns with saddle threshold: 36.38 36.38 t t 72.75 79.25 Design pressure: 60.0 psf Zone Area (ft) Load OW) Ind. () Max. O.C. (in) Anchor Result Cap. (Ibs) --A2 Load Obs) Al 2.3 138 N/A N/A 171 1 138 OK A2 8.9 532 6.00 21.00 171 5 106 OK A3 7.7 463 N/A N/A 171 3 154 OK A4 10.0 601 N/A N/A 171 4 150 OK Double with sideltes. Pressure p Fri bias}p tMeshold: 37.50 t 36.38136.38 37.50 \Al ^A4 ^A4 /Al / YmYt6YPeY A2AX3 AMAMAA2 / Al vA4UA4\/Al \ 147.75 Double with sidelines. Pressure away from stops: 79.25 37.50 36.38 36.38 37.50 t t t t t \ Al / 147.75 Double with sidelines. Pressure away from stops: 79.25 37.50 36.38 36.38 37.50 t t t t t \ Al / 1 1 \ Al / O.C. �IA_41Al YXI Result Cap. --A2 Load /L AG 1 A4 1 AS (In) On) /Al \ 1 1 /Al \ Al 147.75 79.25 Design pressure: 60.0 psf Zone Area Load Ind.. O.C. Anchor Result Cap. --A2 Load Al 012) ( ) (In) On) Obs) 1 OW) OK Al 2.4 146 N/A N/A 171 1 146 OK A2 7.9 473 6.00 21.00 171 5 95 OK A 7.8 468 N/A N/A 171 3 156 OK A4 2.3 . N/A m 171 Q 138 OK A5 7.7 463 N/A N/A 171 3 154 OK Design pressure: 60.0 psf Mow Area (ft2) Load Obs) Ind.. On) O.C. Cm) Anchor Result Cap. Obs) --A2 Load Obs) Al 2.4 146 N/A N/A 171 1 146 OK Az 7.9 473 6.00 21.00 171 5 95 OK A3 8.9 537 N/A N/A 171 4 134 OK A4 10.0 601 N/A N/A 171 4 150 OK Double with sidelines. Pressure against stops wtt� saddle ttg eshold: 37.50 36.38 36.38 37.50 t t t t t Pe AB Ati Ind.' On) O.C. (in) A2--- Result - - --A2 Load Obs) /Al \ 1 1 /Al \ N/A 147.75 79.25 Design pressure: 60.0 psf Zone Area (ft2) Load On) Ind.' On) O.C. (in) Anchor Result Cap. Obs) Qty Load Obs) Al 2.4 146 N/A N/A 171 1 146 OK A2 7.9 473 6.00 21.00 171 5 95 OK A3 7.8 468 N/A N/A 171 3 156 OK A4 8.9 537 N/A N/A 171 4 134 OK A5 2.3 138 N/A N/A 171 1 138 OK Ab 7.7 463 N/A N/A 171 3 154 OK A7 10.0 601 N/A N/A 171 4 150 OK :k°Ns`lR "LlO *: 3 of 4 Luis R. Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27023 336 -945 -9695 Manufacturer. Masonite Report #: 502A Date: 12/29/09 AnchorLocatlons: Double door with sidelites Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. 011111 1// 1 ,%R' I- 04, • i,. ,•• i `•‘0ENa,.. s TAT OF .„. -.:-...7,1,,,ez.0,„..t.cv 4-0-,"0-NALs‘‘\ /11111 1111At Luis R. Lomas P.E. FL No.: 62514 1/7/2010 - - 8 r } m t m m i m m I -g I I m m 1 I II Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. 011111 1// 1 ,%R' I- 04, • i,. ,•• i `•‘0ENa,.. s TAT OF .„. -.:-...7,1,,,ez.0,„..t.cv 4-0-,"0-NALs‘‘\ /11111 1111At Luis R. Lomas P.E. FL No.: 62514 1/7/2010 4 of 4 Luis R. Lomas P.E. 1432 Woodford Rd. Manufacturer. Masonite Lewisville, NC 27023 Report #: 502A 336-945-9695 Date: 12/29/09 Anchor Locations• 79 25 6.00 TYP. 6.00 13.45 MAX. O.C. Double door 36.38 36.38 6.00 6.00 TYP. 18.19 TYP. 3.00 TYP. 1 1 1 Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. • ..s °it, / *; „861 .* T,ATT OF 4, *t /!'`i'jONAL � Luis R. Lomas P.E. FL No.: 62514 1/7/2010 c6R7It./0.11 ht-ck NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation 1955 Powis Road West Chicago, IL 60185 Certification No.: Certification Date: Expiration Date: Revision Date: NI006900.03 01/14/2007 12/31/2014 09/27/2011 Product: Fiberglass Glazed Inswing or Outswing Door w/ and w/o Non-Impact Rated Sidelites (w/Wood Frame unless noted) Specifications Tested To: TAS 202-94/ASTM E330 The "Notice of Product Certification" Is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within Product om . NAMI's Cert�leatlon Proaram is accredited by The American National Standards Institute (ANSI). Configuration _ Inswing or Outswing Glazed or Opaque Maximum Size Structural Design Pressure Water Test Pressure Missile Impact Rated Test Report Number Drawing Number & Comments . im 1 -3108-IXTLA-80SW-Z—_ Single ill)" Single . . : . . . Maximum Panel ' -1`0" t,' n r Deuti1-MA41.0162-07,3 Single OTS Glazed 3'0" x 6'8" 55/-55 6.Oopsf 825 psf* No N ''' ---211:0101-I/CTLA-808W-2 Maximum Panel Size: 3'0" x cs Anchor Detail-MA-FLO16207 XX Double 11S Glazed 6'0" x 6'8" +52/-52 2.86 psf No NCTL-210-3108-1/CTI.A-803W-2 Maxim= Panel Sin: 3'0" x 61" Anchor Detail-MA-FL0I62-07 XX Double 0/S Glazed 6'0" x 6'8" +55/-55 6.00 psf 825 psf* No NCYL-2 I 0-3108-1/CTI A-805W-2 Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0162-07 XO/OX Single w/Sidelite 1/S Glazed Door Glazed Sidelite 6'0" x 6'8" +52/-52 2.86 psf Door-No Sidelite-No NCTL-210-3108-1/CTLA-805W-2 Maximum Panel Size. 3'0" x 6'8" Anchor Detail-MA-FLOI 62-07 XO/OX Single w/Sidelites 0/S Glazed Door Glazed Sidelite 6'0" x 6'8" +55/-55 6.00 psf 8.25 psf* Door-No Sidelite-No NCTL-210-3108-1crLA-805W-2 Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FLO162-07 OXO Single w/Sidelites I/S Glazed Door Glazed Sidelites 9'0 6'8" +52/-52 2.86 psf Door-No Sidelites-No NCTL-210-3108-1/CILA-805W-2 Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FLO162-07 OXO Single w/Sidelites 0/S Glazed Door Glazed Sidelites 9'0" x 6'8" +551-55 6.00 psf 8.25 psfy Door-No Sidelites-No NCTL-210-3108-1/CTLA-805W-2 Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FLO162-07 OXXO Double w/Sidelites 1/S Glazed Doors Glazed Sidelites 12'6" x 6'8" +52/-52 2.86 psf Doors-No Sidelites-No NCTL-210-3108-latTLA-805W-2 Maxitnum Panel Sin: 3'0" x 6'8" Anchor Detail-MA-FLO162-07 OXXO Double w/Sidelites 0/S Glazed Doors Glazed Sidelites 12'6" x 6'8" f,55/-55 6.00 psf 8.25 psf* Doors-No Sidelites-No NCTL-210-3108-1/CTLA-805W-2 Maximum Panel Size. 3*0" x 6'8" An5,40x113etail-MA-F1.0 162-07 *Denotes High Dam Threshold Design National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: VA 23072 SIDE - HINGED FIBERGLASS DOOR UNIT 6-8" GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES 0 .01110411-21055 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DOES DESIGN LOADS EXCEED THE PRRESSSURESSUSTE0. STRUCTURES, 2. f HIGH VELOCITY HURRICANE (HVHZ. HURRICANE PROTECTIVE � M (SUTTERS IS REQUIRED. 3. WHEN INSTALLED IN THE WIND -BORNE DEBRIS REGION, EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), HURRICANE PROTECTIVE SrarI.M IS NOT REQUIRED ON PANELS WITH IMPACT GLASS, BUT IS REQUIRED ON PANELS WITH NON- IMPACT GLASS. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. POLYSTYRENE CORE FLAME SPREAD INDEX OF 15 AND SMOKE DEVELOPED INDEX OF 115 PER ASTM E84. 5. PLASTICS TESTING OF FIBERGLASS FACING: IOW' DESCRIPTION DESIGNATION RESULT SELF 1GNTI1ON TEMP ASTM D1929 752 7 > 850 7 RATE OF BURNING ASTM D635 0.56 IN /MIN SMOKE DENSITY ASTM 02843 53.42 TENSILE STRENGTH* ASTM 0838 3.22 DIFF 6. PLASTICS TESTING OF UTE FRAME MATERIAL: TEST DESCRIPTION DESIGNATION RESULT SELF IGNMON TEMP ASTM D1929 740 7 > 850 7 RATE OF BURNING ASTM 0635 0.77 IN /MIN SMOKE DENSITY ASTM D2843 13.42 TENSILE STRENGTH* ASTM 0638 -7.502 DIFF • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 7. IMPACT GLAZING LAMINATE MIAMI DADE BCCO NOA 09- 0127.13. SINGLE DOOR UNIT DOUBLE DOOR UMT TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS 0 0 SINGLE DOOR UNIT WITH SIDELITE 21" MAX D.L.O. 149' MAX. OVERALL FRAME WIDTH 36.375" MAX. PANEL WIDTH W /ASTRAGAL 37.5" MAX. FRAME WIDTH 0 0 O .312011-125203_1/.1111- WITH SID ELI TE DOUBLE DOOR UNIT W /SIDELITE$ 0 SINGLE DOOR UNIT W /SIDELITE$ Pardo la NW Calision Ib: Nfaa6� D�Rol l 9/a 5 DOUBLE DOOR UNIT W /SIDELITE$ gh Dom Threshold Design KURT BALTHAZOR FLORIDA P.E. 056533 0. a 3 to 0 0 a. 0 rn n 8 0 U a z z 0 DAZE: 1/5/07 SCALE: N.T.S. DWG. BY: SWS auc. er: DRAWING NO.: DWG- MA- FL0162 -07 SNEEr 1 or 3 DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE CONF1G MAX WIDTH �. INSWING =SWING INSWING OUTSWING OUTSWING* X 375" +55.0 / -55.0 +19.0 / -19.0 +40.0 / -40.0 +550 / -S555.0 XX 74" +52.0�[�52.0 +55:4 -/ -55.0 +19.0 / -19.0 +40.0 / -40.0 - +55.0 / --55.0 +55.0 / -55.0 OX or XO 75" +52.0 / -52.0 +55.0 / -55.0 +19.0 / -19.0 +40.0 / -40.0 OX0 112.5" +52.0 / -52.0 +55.0 / -55.0 +19.0 / -19,0 +40.0 / -40.0 +55.0 / -55.0 OXXO 149" +52.0 / -52.0 +55.0 / -55.0 +19.0 / -19.0 +40.0 / -40.0 +55.0 / -55.0 gh Dom Threshold Design KURT BALTHAZOR FLORIDA P.E. 056533 0. a 3 to 0 0 a. 0 rn n 8 0 U a z z 0 DAZE: 1/5/07 SCALE: N.T.S. DWG. BY: SWS auc. er: DRAWING NO.: DWG- MA- FL0162 -07 SNEEr 1 or 3 3" 3" 6" -- 3 — SEE E DETAIL Nil �3. -" 1 6^ 3" — b 31 1 I l 11I1/ I O 0 " 6 ^ -1 3" 3° 8" -∎6" If - _ _ ,--- 6_ • • 3" DETAIL "0" 1.375" INSWING THRESHOLD #10 x #10 x 5/8" #10 x 5/8" #10 x 2" FRAME / DOOR DETAIL "0" TYPICAL #10 x 3/4" 10 x 3/4" 0.962 "1 T 1 1.75" T f/1 Phil* 1.047" DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. 0.124" ANNEALED 0.080" SAFLEX iII0 0.124" ANNEALED OUTSWING THRESHOLD HIGH DAM 0/S THRESHOLD DOW 832 )Vt ordeo IMMO O fca nNo: Moot. a4-�2r Retied Drge , o z: /t(— IDECORATIVE INSERT ZOIMEM MOMS TYPICAL GLAZING DETAIL IMPACT RATED GLASS DOW 832 ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL DOW 832 DOW 832 e =J UMW IMMUM TYPICAL GLAZING DETAIL NON — IMPACT GLASS 06 X 1 -1/2" PHS 8 0 0 a 5 0 m 1� U m z 0 OATS 1/5/07 SOALE. N.T.S. 0WO. 8Y; SWS 0446. OT: DRAWING NO.: OWG— MA— FLO162 -07 SHEET 2 O 3 SEE DETAIL "0" SHT. 2 SEE DETAIL E" SHT. 2 3" SEE DETAIL "F" SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2 -5/8 ". 2. MULLIONS TO BE 2 -1/2" X 4 -3/8" STRUCTURAL GRADE FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG CORRUGATED FASTENERS LOCATED 3" FROM EACH END AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD SCREWS LOCATED 6" FROM EACH END AND MAXIMUM 12" 0.C. 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI /AF &PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. y 3» SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED — 3" _ I— 31 � 1 II © II 4 MORE EQUALLY SPACED - g° ( t 6° - I II r ARE SCHEDULE 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. TYPICAL WOOD BUCK ANCHOR INSTALLATION IMIN " MAX» SHIM TYPICAL MASONRY ANCHOR INSTALLATION Mtn* to MN CEtRm/onfix N1Oa b�09 - /C? Revised By: Date 0 2 a /s__ oc 77 8QQ �Q ) CL LOO 3t F z 0 c°9 0 1 z z n 0 2 N rn a Q 0 c z 0 DATE 1/5/07 sc a N.T S. OWG. BY: SANS GHK. HY: DRAWING NO.: DWG —MA- 8.0162 -07 SHEET 3 of 3 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90th 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 viewed and accepted by Miami —Dade County PERA- Product Control Section to be used in Miami—Da eCounty and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration d MLAML_DADE COUNTS', FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 20$ Miami, Florida 33175-2474 T (786) 315 -2590 F (786) 315 -2599 www m3autldade.eov /i,era/ stated below. The Miami -Dade County Product Control Section (In Miami—Dade County) and /or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "La Porte" 8' -0" Outswing Glazed Aluminum French Doors — L. M. I. APPROVAL DOCUMENT: Drawing No. FD -2003, titled "La Porte•- Impact French Out—Swing Door ", sheets I through 6 of 6, prepared by the manufacturer, dated 12/12/02 with the latest revision "F", dated 01/20/12, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Poch unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami —Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT; The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11- 0202.03 and consists of this page 1, 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. ldl► -'' 7 ' 112.11 :_ APPROV D NOA No. 12-0127.23 Expiration Date: June 05, 2013 Approval Date: April 05, 2012 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 11- 0202.03,1 0- 0128.04, ) 2. Drawing No. FD -2003, titled "La Porte - Impact French Out -Swing Door ", sheets 1 through 6 of 6, prepared by the manufacturer, dated 12/12/02 with the latest revision "F ", dated 01/20 /12, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large - Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HET 11 3201, issued on 01/06/2011, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 11-0202.03) 2. Test reports on: 1) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with .marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI -09 2623, HETI -09 -2645, HETI -09 -2624 and HETI -09 -2646, issued on 10/22/2009, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No.10- 0128.04) 4) Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI -04 -1897, HETI- 04-18% A, HETI -04 -1896 B and HETI -04 -1377, issued on 03/08/04 and 03/12/04, all signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under NOA No. 044607.04) 5) Test reports on: 1) Tensile Test, per FBC, ASTM E -8 along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI -02 -T095 and HETI -02 -T090, issued on 01/13/03, both signed and sealed by Rafael E. Droz -Sella, P. E. (Submitted under NOA No. 03- 0219.01) Jaime D. Gas : + n, P. E. Product Control Section Supervisor NOA No. 12-0127.23 Expiration Date: June 05, 2013 Approval Date: April 05, 2012 E -1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 13. TESTS (CONTINUED) 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 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of aluminum Out swing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI -02 -1253, HETI -02 -1726, HETI -02 -1728, HETI -02 -1736, HETI -02 -1742, HETI -02 -1763 and HETI -02 -1765, issued on 01/14/2003, all signed and sealed by Rafael E. Droz -Seda, P. E. (Submitted under NOA No. 03- 0219.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by the manufacturer, dated 12/12/02 with the latest revised dated 07/02/10, signed and sealed by Thomas J. Sotos, P. E. (Submitted under NOA No.10 -0128.04) 2. Glazing complies with ASTM E1300 -98/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/26/2010, expiring on 01/14/17. 2. Notice of Acceptance No. 11- 0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacit? PYB Innterlayer" dated 09/08/2011, expiring on 12/11/2016. 3. Notice of Acceptance No. 09 -0127.13 issued to Solutia Inc. for their "Solutia Interlayers for Laminated Glass" dated 03/04/2009, expiring on 03/04/2014. E -2 Jaime D. Gan P. E. Product Control Section Supervisor NOA No. 12- 0127.23 Expiration Date: June 05, 2013 Approval Date: April 05, 2012 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance with the FBC-2010 and AAMA 101/ I.S.2 -97, dated 01/25/12, signed and sealed by Thomas J. Sotos, P. E. 2. Statement letter of conformance, no financial interest and compliance with the FBC -2007, dated February 02, 2011, signed and sealed by Thomas J. Sotos, P. E. (Submitted under NOA No. 11-0202.03) 3. Proposal issued by Product Control, dated July 27, 2010, signed by Ishaq Chanda, P. E. (Submitted under NOA No. 11-0202.03) 4. Laboratory compliance letter for Test Report No. HETI -11 -3201, issued by Hurricane Engineering & Testing, Inc., dated January 06, 2011, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 11- 0202.03) 5. Proposal issued by Product Control, dated March 26, 2009, signed by Renzo Narciso. (Submitted under NOA No.10- 0128.04) 6. Laboratory compliance letters for Test Reports No.'s HETI-09-2623, HETI-09-2645, HETI -09 -2624 and HETI- 092646, issued by Hurricane Engineering & Testing, Inc., dated October 22, 2009, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No.10- 0128.04) 7. Laboratory compliance letter for Test Reports No.'s HETI -04 -1897, HETI- 04- 1896A, HETI- 04- 1896B, HET1- 04- 1377,HETI- 02-T095, HETI- 02 -T090, HETI -02 -4253, HETI -02 -1726, HETI -02 -1728, HETI -02- -1736, HETI - 02.1742, HETI-02-1763 and HETI -02 -1765, issued by Hurricane Engineering & Testing, Inc., dated 01/14/03 and 03/08/04, all signed and sealed by Rafael E. Droz -Seda, P. E. (Submitted under previous NOA No. 05- 1116.06) G. OTHERS 1. Notice of Acceptance No: 11-0202.03, issued to Lawson Industries, Inc. for their Series "La Porte 8'0" Outswing Aluminum French Doors - L.M.L ", approved on 03/17/11 and expiring on 06/05/13. E -3 • Jaime D. Ga i n, P. E. Product Control Section Supervisor NOA No. 12-0127.23 Expiration Date: June 05, 2013 Approval Date: April 05, 2012 BILL OP MATERIALS 145 I/O Max Unit Math SideWte Swing late HMI ! DRW'O ! PART # R&tD. DERCiF @710N REMARKS ^-- Pnic! ( 33 13/16' max. ) / 1 r 6 p� Pones wean t 35 3/16• max. 1 i 1 1 1 ^ A�1 1 L-901 111 -098 1 FRAME HEAD 6063 -1S ALUMINUM 1 T r . e 1 -906 tN -097 1 0 M 211.1. 6063 -06 AIX THUM 1 d t r 3 1-903 L11 -090 2 FRAME JAMB 6063-06 ALUMINUM Br__ tOe:M mot. I 1 -7- - '10406x. 4 L -964 L11 -096 2 SIDELITE JAMB ADAPTER 6063-15 ALUMINUM u (n1 0U \ \ ,fj1!) �/ /./' //, , \ Inactive 1� It LfidtW"- 5 I. LI1 -595 8 • panel PANEL TOP 6 00T TOM RAIL 6063 -T6 ALUMINUM 05. DLO (�} `�/ �� 6 1 -907 111 -691 1 • pane] MINCE STILE 6683 -76 ALUMINUM e01 ��/ / C)//.. / S V. / Active B \ �//4% \/ \ ?) i CS) 7 1 -905 L11.094 1 x panel LOCK STILE 603 -06 ALtxIINUM 8 L -909 U1 -090 2 x panel TIP & BOTTOM RAIL ADAPTER 6063 -T5 ALURDiUM 9 L -91I Li1-085 AS RECD. V4 ROUND ALtM DEAD - 7/W 6043 TS ALUMINUM 10 1.-912 LD -087 AS REND 114 ROUND ALUM DEAD - 318' 6063-75 ALUMINUM ' . ,// / •• Sidelite �: //%/ //' B LTT - - -- ` _ - - c 11 00 -604 -6 L -908 8 x panel ram LEAF ASSEMBLY 6063 -TO ALUMNUS 18 VVS -601 TP 3266 AS REM. Bulb V Wts1).-Tear, Plastics. 1rc. See Material Conpoetten at Sheet 6 tI4' Max Unit v/ STANDARD t/a• Nan Unit W LOW II2' Panel Height Max. 83• 1 : at m ^Y CI 13 PWS -001 w AS REM) WTS'P. 8 TO' /MITT, RAILS - Schlegel FS - 187.06 X .810'4. i.} �z -1 • 14 PIS3 -002 K AS REOD. WTS'P. 8 827040 HEAD 6 JAMB Schlegel PS - 387.8• X .3304 15 1.-910 1.11 -189 0 x panel STRIKER MDUNTIN0 PLATE 6063 -15 ALUMINUM 16 FD -6t9 FB -619 -1 2 x panel 0100(09 PLATE 6563 -15 ALUNBNUM � I' I / / %�/ 40 771g•/// lock r7 17 FD -631 LII -086 AS NERD. GLAZING ADAPTER 0063 -76 ALUMINUM ��/ Sidelite {������y�� 41-X3 z IB MC-091 SF-5502 2 • Panel DELTA FLUSH DOLT f8 TOP & 80TTOM OF 1OCK STILE) 19 8D- 621 -2 HC- 084/525 1 SET 0006 LEEK / DEAD BOLT SET KUIKSET - Series 6901 COMM 20 10.621 -2 - 024/089 1 SET DOOR I. / DEAD MILT SET SCHLAGE - Series 08320 600480 ALTEPNATE - W -- /! BOLT AT SHEET 51 F3 -6E1 -8 HC- 024/080 1 SET DOOR LOCK I DEAD DOLT SET DEFIANT - Series 831 CORED EE x F$ -039 AS RECD. Franc Ins toll. Serer - Head 0/16•- TAPCON t See Notes) 23 r F5 -0 35 REND. Prone !no us 3crer- Jaxb /3111 5/104- TAPCOA t6es Notes) - - - -- - 24 • 13 -Des 8 FRAME ASSEMBLY SCREW 012 X 3/4• PH. -RHL 4vltam [ W - 23 • FS-Ole AS RECD. JAMB ADAPTER SCREW 010 X VC P.M -PHI. 7 S/1 26 00-634 U1 -171 A$ FWD. -1/4 ROUND ALUM HEAD - 11116' 6063 TS ALUMMIRI Y}...6. 6• • 1� j� �-12 " J+' 6• }.9�VO 6 �. 2T ■ PS -543 8 GLAZING ADAPT. ATTrSH. SCREW 0@ X 1 114' FN-6111. pw-HOR N0TESt 5 13 / _.64i. 5:1 tm , o.c. V4" ..9,�6� '� e8 w F2 -049 2/Ponel Doubts Raft Asserhly Screw 3/8•x8 1/4' Hex Sorer 6 Nut 406/2• 1. SEE ELEVATION AT SHEET 1 OF 8 FOR 31 3/4•-^I 4 • ANCHOR O.C. MAX. SPACING AND LOCATIONS. Sat 0idetite) 1rqxa oc. addddd �a 4 1/8' 3/4 3/ x064 es. o 89 • • AS REVD. t UTRAL CURE SILICONE Schnee-Morehead SM -5731 2. SEE SHEET 4 OF 6 FOR INSTALLATION 051092 pan0tl motive panel) 3. SAME ANC OR SPACING ® FRAME HEAO & SILL. "OXXO" EXTERIOR ELEVATION 30 • 0 AS RECD. NEUTRAL CURE SILICONE Dor Earring 899 31 • ■ AS RE048. NEUTRAL 6URE SILICONE T 2-500 • 3e w AS RECD. L. tem 04aes see Pg. 5 Dupont - Sentry Glass Plus AMER l . QUALIFIES SINGLE & MULTIPLE PANELS (SEE ELEVATIONS). 2. MAO. FRAME UNITS *0 WITH AND WITHOUT 6LDELITE6 8 . EXT PRAMS SIZE 148 1/E"e. X 96 3f4"6. OXXO 4). SXT & INT. FALSE COLONIAL MUNTIN APPLIED W /SILICONE. 5). QUALIIES 81910LE OR DOUBLE BOTTOM RAILS IT). MAX. DAYLITE OPENING WIDTH a 25" v . MAX' DAYLITE OPENING HEIGHT ,s 83 1/8 8. SEE ELEVATION AT MEET 1018 FOR MAX. ANCHOR SPACING 9). ALL DIMENSIONS SPECIFIED ARE iN INCHES 10). 140 HURRICANE SHUTTERS ARE BEQU110ED NOUS; Ij. THIS PRODUCT IS DESIGNED AS PER '2D70.- FLORIDA BUILDING CODE. 21. GLASS MEETS REQUIREMENTS OF ASIM -ET300 AS PER CHAPTER 24 OF THE FBC 2010 CODE. 3). W601) BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOAD TO 71.4E STRUCTURE & 70 BE REVIEWED BY 01)30040 OFFICIAL 4). ANC1ORE SHALL BE AS LISTED. AND SPACED AS NOTED ABOVE AN0 ON DRAWING DETAILS. ANCHOR EMBEDMENT TO BASE 6w7ERIAL SHALL BE BEYOND WALL ORE5SMG LM STUCCO. 5). SEE NOTES ® SHEET 4 OF 8 FOR 114061. ATION FASTENERS TYPE. 6). ANCHORING OR LOADING CONDITIONS NOT SHOWN 84 THESE DETAILS 33 x • AS RECD. Pg. L08965041 9102s 080 5 Dupont - PVB 34 • 0 AS REO'D. LoNrtnted Wass see P. 5 So0lex - PVB 35 • HC-002 2 /?s*pI PANEL ASST ALUM PLATE 1 1 /2•x 2'• 1/B• 06063 -75 ALUM.) 36 x H6 -004 2 /Panel Pones Ass'y Putt Lenght Rod 3/8196.-8011 Rol, Plate. Range Nut 37 • FS -011 8 HINGE ATTACHMENT SCREW 010 x are P.M. / PHI. 38 w F$-09a - 44 12 SIDELITE ATTACHMENT SCREW r PM/P -413'0 010 x t• PH/PHA. - 07. 0c moo 39 HC-O86 .� ' - 6 /12nn 1/2• Dk. Italy PL LRE 6 -6 us - N1' MIORX - 04-79 40 HC 007 .8220978G11 2/Panel 7/B• 816. Hale Plug - My4on 6 -6 MICROP1ASTICS - Rockwell 14-79 41 x HC -010 1 /BOLT 1LUSH DOLT Sill Pius - Nylon 6-6 SUNCOpLASTICS Inc. Rockwell M -79 ARE NOT PART OF THIN APPROVAL 34(M)TATioNS: PR emplyl 3withUm 1). MAX. OP m L86 PSF W/ (4) Surtoce Bolts & Glass T A. B. C & D. ��Iyslg ptUL6haFlOfldO y� COMO (SEE LOCATION DETAILS W SHEET .3 OF 8) 0 .... 2). MAX. DP -ar A76 PSF W/ 2 -Point Lock acllve)+ (2) Surface Bolts of Inactive '94''1!'I, LIV.); =,., / 3. MAX. DP m *78 PSF W/ not so & moot be used where water in(0lratlon Is I not required or opening le protected by overhang ratio greater than one. 07/8/////4 48 L-13 Lwb06 AS REO•D. 1/2 ROUND FALSE ALUM HUNTIN 6083 -T5 ALUMINUM 43 • • AS MELD. DPI FALSE Af7L]ED IN tE5• X ,GEE' STOCK AL'1M1NUM 44 L-915 FD -623 AS RD'0. FRAME HEAD SHEAR PLATE 6043 -15 411144 NUM - 4• �^D 45 1 -916 L1I -117 AS RECD. FRAME L0V SILL - OPTIONAL 6063 -T5 ALUMINUM 46 F0 -635 HC -150 1 TWO -PENN T FLUSHB0L1 LOCK 02110NAL ( FOR 4/- 763 psi DP) 47 F0-626 FD -686 -1 2/Panel FLUSH 10.7 G3118 41411 ANGLE 't V8'x 1 V2'x 1/8• Alun 6463 -05 4), MAX. DP = *86 PSF W/ Multi -Point Look (1- 0otivs)+(1- paselve) et Inactive ®0g09 ®81 By .77.'7'i- 9.., A e -P061 t Lock Dolt GWde ANGLE 3•• 3•• 1 1/2•• l/8• Arun. 603-T5 L t..; Y • 4 o t •( } • 4® Revision Molest 7R y 0�© 4xnt Sealant- Wrote Colored _ .,: 1.)77° Rovleed Le eoMP66 w FDceo04 -II 01 05 -!�)- :�. to comply w/ 0828001 8 added ,p , jf�@l (��j'- 1 �7j) 8501 NW BGth St. WS r k MEDLEY. FLORIDA 33188 ®L�K ACTIVE HAN816 & TRIMSET ASHLAND 81 59001 -A m�!7 �w��1�m1TI -POINT LEER ACTIVE ASHLAND 0V5110- STACTS * .' 0* 1 haled Glass 01/28/10 load Mult -Point Lock 01/87/11 ev190d to oemply of 2010 PDC "i. r F d1./ (TNY7Y,75T'Y�Y�02 YNC.) (305) 89$ ^86b0 '®' ' LOCK PASSIVE HANDLE & 7848067 ASHLAND 01/5201A -P ATAUUPICTURSR OP SWUM ALUMINUM 175100 S AND 01A82 800118 i'.� 0 ' '' g0U7�® ®�Ni1LTI -00047 LOCK PASSIVE ASIO.AND 0V5110- STPAS4 Dram 8050 Pmt clam Prat Cen0602 3Mn/60400 Mott 80404, ROD. APPROVAL AIPAOT (BENCH OQOD 1 OF 6 7 ° °O° ' """' o 7` o 01 8 112 "La Porte" Impact" French Out -Swing Door ©0®2 )4 � 'x9.111 ��� rr .(.:� DATE / I1, Nelson Erase Owrx OtP Nelson Braze 101111133132311113111111112=111 57 FO-643 HC- 1 • lock oek Boston Mount Adopter NYLON ADAPTER NYLON ADAPTER &Ate 0.6.9. �""° xmds: tramtne Rmakrm FD -2003 ReWtaa Lswl a "OXO" ELEVA ION 145 I /8• Now Unit MAN 73 9/16' NA. Unit WASH awgt 3/16 Sh I P L-1 r $ 1 . >t •f 10 7/8' Now unit Moth Swing 35 3�i16)'Ida'• /^ A 1 111 II I MEMO . ,1, �I 1 n u :. �� 9 11 \I ''tt fl� 011/ I I Nee.„m. II Q - Qa -- -� A' iY% 1p 8 - II A % II ✓ .,f1 is; Q'S ice. - -T - -- - 286.0 t1 ■i1 276.0 a "OXO" ELEVA ION 145 I /8• Now Unit MAN 73 9/16' NA. Unit WASH awgt 3/16 Sh I P L-1 r $ 1 . >t •f - • 1 111 1 A u - p 11 11 I �I d �II ®// 73$ :. �� 9 11 \I ° ® .=,„,,A7.•• J Inactive \ L 1 p I Adige il =1 1! - , --I "XX" ELEVATIO ALTERRATE F 1Slatellte N aT T �1...�5°w�4'+`,gwr 33 3;116 nox. 71 . � -' '"'6• uric 'I 4f 6 uAt eg r "OXXO" ELEVATION ANCHOR NOTES: g�g� 1. SEE ANCHOR �0070. �f. SPACING A D LOCATIONS. 2. FA5'fENERS ,OF 8 FOR INSTALLATION 74 1/13.• Now UM With Sidetlte --� 3P1MA Width 3/16 rarer• >I - - �, -max. --a M1 - • 1 111 II 0L A u - p 11 11 �' U1C- H 11 www QFr 11 H 1 ■ _v ° Q 77 1115) ©.II \ 286.0 11 3/16• Adige il er 1 1! - , --I 17 3/16' -- - -T - -- -T-11", 286.0 -1r- 11- 276.0 276.0 5 286.0 89 3/16' 2760 2760 4f 6 uAt eg r "OXXO" ELEVATION ANCHOR NOTES: g�g� 1. SEE ANCHOR �0070. �f. SPACING A D LOCATIONS. 2. FA5'fENERS ,OF 8 FOR INSTALLATION 74 1/13.• Now UM With Sidetlte --� 3P1MA Width 3/16 rarer• >I - - �, -max. --a PAN16. *0PnB n aer MEAL (INCH" - • 1 111 II 0L p VICAW u - p it I \ � ®/ 70.5 ti T 1!1 -i 1 1 i t 1. �' :rT .• ta2 ° 10 1/4' 16 1/4' 88 1/4' 86 1/4' 301 /4• 34 1/4' 77 1115) 5 286.0 • "OX" ELEVATI N APPROVED CONFIGURATIONS ME S 7. L Ng p A REPRESENTATION MEWED FROM THE EXTERIOR SIDE. 2. FALSE ND ARE AVAILABLE ERAS OP IO LL D W/ SILICONE 3. 8AN IF ARE AYA¢A r %7TH SINGLE BOTTOM RAIL 4. vOrtUT- SWI�NOO DOOR WW�ORfOLIT INSECT SCREEN. VIOXICTROVISAD esesawbiaivrfilithe A Ne 12 -©I27 23 ears - 2013 Revieloa Notes Revised to comply w/ 9802904 - 11/01/06 Revived to empty 5/ F8C2007 & added !modeled Glass 01/88/10 Ashland Mult -Polet Wok 01/87/11 Revised 10 comply w/ 8010 980 R.5NM Rw Nelson Eraao a1°"O ww Nelson Eraso 01/87/11 01/;0/18 "X" ELEVATION ma "%emu "0" ELEVATION 'LaPorte' 114PALT FRENCH OD1'BM1N0 BOOR - ce610N LOAD CHART PAN16. *0PnB n aer MEAL (INCH" NNNR *08086 /4W0 DP PANEL 01 ACTUAL WM* BP 927 Typg. 6 "1r r + /-(Par) '8" + / -(Par) 70920' +/-08F)+/-0,8P) 2YP8 • T" wm18 • Ba aa/ • cm • 10 1/4' 16 1/4' 88 1/4' 86 1/4' 301 /4• 34 1/4' 77 1115) 5 286.0 11 3/16• 276.0 276.0 276.0 _760 5 •960 17 3/16' 2760 2769 5 286.0 83 3/16' 276. 276.0 276.0 5 286.0 89 3/16' 2760 2760 276.0 ti 5 *86.0 31 3/16' *76.0 376.0 *76.0 5 286.5 35 3/17 276.0 276.0 276.0 10 1/4' 16 1/4' 88 1/4• 88 1/4' 30 1/4' 34 1/4' 97 xT> 6 286.0 11 3/16' 276.0 276.0 276.0 6 286.0 17 3/16' 2769 2769 270.0 6 286.0 e3 3/16' 276.0 276.0 276.0 6 ±86.0 89 3/16' 276.0 2769 276.0 6 .869 31 3/16' 276.0 2769 276.0 6 286.0 35 3/16' 276.0 .76.0 2769 1010115 PER MAIM* CODE. • 0 PAR0N4NE6i8 0400ATE9 7 CF ANCHORS AT FRANC JAUB. L WS ON (I WI, TJ 1ST RIEt31. XT.4 C7. ) 6501 NW 90th St. MEDLEY, FLORIDA 33180 (305) 896 -8660 NA88FACTURitR Or awn A2N/YAYOY 0535027 AND WA88 D0088 1100 Cow ru }Pmt CAww {Rad0*P phylovWedet 0008 raw I 1 Or b "La Porte" Impact" French Out - Swing Door Sada R. ••ww• Numb. FD -2003 IR"a.mw rosy 5/16• TM.APCON W/ 11.SEE210T O1ESEBEL]V FOR SPACING) 2 ■ m.T.) WOOD Buck 1/4 1AX. 814114 TYP. INTERIOR SIDE 5/16• TAPCO62 W/ 1SEE 1)3166 BELOW ?OR SPACING) LOCK STILE JAMB MULLION MULLION JAMB Inac 0 00 L8• Edge DISTan6e 1 ' MIN EMBED TYP Actly EXTERIOR SIDE "OXXO" UNIT WIDTH 1/4• MAX S INTERIOR SBffi TWO- DINT ,MULTI -POINT MAX. OP n 376 PSF aAX. 09 a 386 PSF OPTIONAL LOCK DI"STAIT$ • i Active Inactive OPTIONAL BOLT W TOP BAIL Active Inactive cis I / 18 OPTIONAL BOLT 0) BOTTOM RAIL C SEE DETAIL E3 FOR MOUNTING LOCATION ) PLUSH ROM & TWO -POINT LOCK LIMITATIONS: 1). MAX. DP a 188 P51' W/ (4) Surface Bolts & Gloss Types A, 8, & C. 2). MAX, DP m 176 PSF W/ 2 -Point Look (active)+(2) Surface Salta ® Inactive Revision Natant 8851884 to comply w/ 911t2034 - 11/31/05 80v144 to comply w/ P8C2007 & added Insulated Otes8 01/22/10 Aedland Mult -Paint Look 01/27/11 Revleed to eompiy w/ 2010 FRC 8iX"s /Wool) B&BXM Mass 11,0 tleteon &woo 01/27/11 /Joh Swarm 0l 20/12 L —1 ¢' MIN EMBED 1175.) A 1!^Nt• 5 20169NOTF9 i• ANCHOR Q.C. 4 MAX. �f SPACING �06LOCATIONS. 2, FAST iYPES.6 FOR INSTALLATION ( *) OPTIONAL SILL :.7ir ;.'. •3."t :,.�,t }1 I4 EMDE'b • 5/t16• TMMAO�7N1:02yg6�1��/ i TYP ISCE2•NOTESCBEIOV FOR SPACING) 01 FLAT SILL, NOTE; DOORS B SI6ELITCS WITH THIS SILL TO BE 93 1/4' MAX. PRONE HEIGHT. THIS TYPE OF SILL IS LIMITED TO 8/- 76.0 psi) DESIGN LOAD AND MUST 8E USED WHERE WATER INFILTRATION IS NOT REQUIRED OR THE EXTERIOR OPENING IS PROTECTED 111TH AN EXTENDED CEILING OR ROOF OVERHANG GREATER THAN OR EQUAL TO THE HEIGHT OF 114E WALL WHERE THE =DR 15 LOCATED. WSON (Y iV'Iy TJ 5t"Y'Y2YY�8, I3'1t:.) 8501 NW 90th St. MEDLEY, FLORIDA 31188 (305) 696 -8660 AINDIt0L7'OR4R ON OOAL1i7 AL IMINVI/ EINDORS AND OD= D00144 &raw Mat NOA AP/41094j Vs= !And 494117 P IO J/3a31082 mar neat 3 OF S "La Porte" Impact" French Out —Swing Door 5/16• TAPCON W/ SEC BELUV EF'Ngl4 SPACING INTERIOR SIDE LOCK STILE INTERIOR SIDE LOCK STILE MAUI SHIM S/16• TAPCON V/ 1 ve MIN ENDED yfSEE NOTES FOR SPACING) UNIT ViDTH EXTERIOR SIDE —1 k ,.... MIN EMBED MP.) 5/16' TMMAPEIIN W/ F1 SEV TSS TORFSPACING LOCK STILE WOOD PDUC% Aetive SHIM TYP. SkteUte Attachment Screw ( 6 Sc'. es R each sloe oP ,lambs. - 12 total per sldellte ) INTERIOR SIDE 1r sew at - �.. Haight SILL 1 1' MIN EMBED `• r' `. • -..h, i ``9/16' TAIPNNCON Vpp/� tSE NSTALLABTfiIDl NOTES FOR SPACING) EXTERIOR SIDE Revision Notae: Revlood to empty w/ FHCE004 -11/01/08 Revised to comply w/ FBC0007 & added Insulated Glass 01/22/10 Ashland Molt -Point Loak 01/67/11 Revlaed In miaow w/ 8010 PBC IMAM! eyr Nelson Erase txwu.. *0 Nelson Eraao Inactive LOCK STILE EXTERIOR SIDE INSTALLATION FASTENERS NOTE: "1X SICK" MINIMUM REQUIRED FASTENER_LENGTH HEAD: 5/16" X 3 1/2" Lone TAPCON(a) SILL: 5/18° x 2 1/4" Long TAPCON( ") JAMB: 5/16° X 2 3/4" Long TAPCON(*) MULLIONS: 5/18" X 2'1/4" Long TAPCON(') (P) TAPCON BY "ELCO" OR "BUmD21 "2X BUCK° MINIMUM RE*IIRED E SSTENER LENGTh HEAD: 5/16' X 3" Long TAPCON(*) ( ") SILL: 5/16" x 2 1/4" Long T JAM 5/16" X 2 1/4" tong TAPCON(•) MULLIONS: 5/16" X 2 1/4" long TAPCON(a) (*1 TAPCON RY "RLCO" OR "BUILDRX" NOTES: ALL FASTENERS B/ 1 1/2" MIN. EMBEDMENT AND 1/4" MAX, SHIM SPACE. • ALL TAPCON LENGTtO} "La SPECIFIED ARE MBQD/VMS ( SEB ELEVATION AT SHEET 1 01 6 FOR ANCHOR MAX. SPACING AND LOCATIONS ) SON (thT)zTJ®•r'RY8A-. ITC.) 8501 NW 90th St. MEDLEY, FLORIDA .33166 (305) 698 -8660 ma$DPACIYIRElt OP AtturrF AA01lINON pfi41062 AND DLISS DOOM Dhow oa" IPmt tkre, P.ml C6Lgomx BRG. /Nod 1 liatrat N0A APPROVAL IMPACT 782861 0004 1- a Or "La Porte" Impact" French Out —Swing Door FD -2003 la 114 8I4E.PE ATTACMACNI 8Uffu8 432 MR • r P82WL. RUCK= 031270 8818 RI@ 8 3/4' P81180!- . @Glazing Adapter COUI6ing -'— VE41181ASIMP r1tl UP INTERIOR SIDE r/r-IGlasleg Depth GLAZING TYPE & DESCRIP ORS .488" 0/0. Ls■tnatod Glass by DuPont - Glees TYPO "A" 112tH a 3 550041 TION 3/16• Annealed 290' DuPont SOP Intel-layer 3/16' Annealed 11/L MAINE ASSEMBLY DETAIL 18162200 MIBC "••"• "'-'• SIDELITE /JAMB ATTACHMENT DETAIL Laminated Glass by Dupont. or SolutIa Types "A ". '6" Pr "C" MSEE TABLE V/ CONE GLAZING TYPE L DE5CWP Min R L SILL SEALANT DETAIL are maze 13 es scam suaLce Te 80.6 l/4 Round O 88*0 EXTERIOR SIDE GLAZING DETAIL #1 2 412' DuPont PUB Torte ley 3 1/0' Anneadaa Lam noted 01ass b Solutia dace H®SPBEa ROD 3/8' ma 00181:103 Adapter 6 /16" laminated Mess HINGE ATTACHMENT DETAILS 15EE TABLE V/ C 01202186 TYPE G 0E01912111181 INTERIOR 3/DE Glash% 2!T48pacet w/d 1i�8S "lpTemp. EMT? 02409 Dune SRr g prge.al•- BtaoM - 1/4' f ' Spacv PtM8. 616 -R5H -397 PANEL ASSEMBLY DETAIL swam LETT 4mm 014 3145 RR SELF DRILLING SCREWS INTO METAL STRUCTURE t3EE NOTE3 FOR SPACING) .,1I� PloHN 113Gi DIST. IIAL�16g 3 T�yB9�N11,j),I, )gqN t-nTRGGSi7ORAOVEO 114 WS OR SELF TRIUNE SCREWS IMO METAL STRICTURE tSEE NINES FUR SPACINCA - 11r -12 GA MR EDGE DIST. tFy = 36 1:31 MIN) STEEL TUB74107 CGL1Ae: 0 BE PLATED OR TACT 1NTED) 1/4 NAM SHIM TTP. nat m1/ST ro o 5/16' TAPCON W/ 1 I!4• MN EWE 5131 &E NOTESEF SPACiNW NC. I!•- 10ENG TO BE 3 K3I 11114.) MX NOT teal VASCO 0.43:148 1011E EXTERIOR rug Bead GLAZING DETAIL #2 . .. : InteAOyer 1/8' Heat- St rarethero8 Gla88 GLAZING TYPE & DESCRIPTIONS' .340" 0/0. Lamnated Glass by Sahitia - Glass Type "D` MU DH8cRWVON DSTAt4® mod, 1/5' Neat- StnenDthenea Glass 2 ROW Sallee PIR Interayer 21411 -ai111• =- T- DAN!. �jr' 3 ue. Heat- Ste•o, 4Iw'ed 117888 O oar - 4 1/4- I8823.21ED AIR SPACE 8 t/6' TEMPERED GLASS .340" 0/0. Laminated Glass by Solute - Glass Type "E" IT18t D8GC8tPflON .e�1L 1rD— 88Aa.r" Ld 4- I 1/6' He* t- S1rer9th1822 Glass E .1192' 1POM MS In t1NOyer r:;a�I• ° ,iy" l'''.rPt 3 1/D' Heat- Strengthened Glass 1 O f 03418• _ 4 124' INSULATED AIR SPACE 9 1/5' TEMPERED GLASS 1/4' MAX. SHIM TYP. 5/16• ELCO TAPCON W/ 1 1/2' MIN EMBED. MET NOTES FOR SPACING/ =1( c —• —. • — -. p�i1 YY + 4 h.,. 37gAW iYe.RO iefi Iraoe7 .138 Sts ASSEMBLY DETAIL 8 ‘2.418tPrittitx SEE GEN. NOTE 13) PRODUCTREVISBD e8 complying wild thy Mande rR a. 3SPBdk/6C0 _® lad_ /83 a 1/4' MAX. SHIM TYP. I/4' HAS, SHIM TYP, Revision Notes: Revised to comply w/ p8C2004 - 11/08/06 Revised to comply wf 58112007 tc added Insulated Olasa 01/22/10 Ashland Rult -point Lack 01 /2T /11 Revised to comply w/ 2016 P8C MOTE. �y DE p g �TD�R IFTt#MITE .181449 NL8/20 4214E NEPDAPPLY MP.) FRAME INSTALLATION OPTIONAL DETAILS Rwtu4 am Nelson Erase Dratto ex. Nelson Draw LAWS , S (17.7r)trstTT:4z s, rN.TC. ) 8301 NW 9016 St. MEDLEY. FLORIDA 33168 (309) 898 -8560 MANUPAC72R0R eF 444111212 ALUAUNU9 w/NDDMS 4111 Ot421 20082 Bran Claw N0A APPROVAL Y Mau jP.a 180E FRENCH 800 item (same OF 6 DATE "La Porte" Impact" French Out -Swing Door Pose Mae." Droving AVm.B.n FD -2003 48 OPTIONAL Two LOCK ( +/- T ^� ga -POINT iHC 78.0 ad tm i g $ $� P. LACK -080 pot DP) STEE 0 ttqq��LL TI-PDINT LACK l ACt y� L T IMSET 07. /g STE 0• D LBDLT GWDE ACTIVE HANDLE TyTEO+ p,D, L DALT I 11 k $ i. • . ® Q 9 i I� li . .; a 1 R II 8 r Ill -e "- 8 m ll 11 i 16 a a i I �� I�SiEEL II _ I p @ p$ i i .: . Poss s TRiM3Er STEE 1' "EEO O.TI --ppppINT LOCK PASSIVE ® VE 701001.£ 1 87 a& LT T 4\ CO' / w� '�/ CO' �" 1 1/a PLUSH BOLT 8 ANGLE 0 DE #FD -827 -I 3, AND GK A76 -�F- � '07 AS0 3.5 4.500 y .879 068 .L -. 1.750 "r--4-., _ 16 /l ^1 .908 .460 1 -f I^ 1. �T� - .096 �7 A69 17 1.259 l GLAZING ADAPTER ffLr -910 •074 .127 28 QUARTER ROUND (11/181 BEAD #F13-884 J --- 1.812 •---I i FRAME -80i HEAD PANEL HINGE 9TtLE O 9L-007 .119 .730 .725 -( Iv 4.197 ] 2ND 1 .1� [J4 i 1.500 4 124 iL �..�_J 1 t I -Ti h-^ 2.031 HINGE LEAF ii �L-eoe Age 1 .808 QUARTER ROUND i� (3 /8 28EAD .075 2.000 1.750 I.•-- 7 -� 1 FLUSH FLUSH 47 ANGLE 1 1/2" ,FD 1.500 BOLT GUIDE LANG -625 -1 070 �0 -- • 4.900 8.05 7 PANEL LOCK STILE YL-908 FRAM SIId. - '��'� 839 \ .656 f �f 1 1 .65 ,--1.75 - - -1.750 Lem -1 - 443 .808 QUARTER ROUND 9 (1/41 BEAD 81. -811 1 SIDEMTE ALUMINUM 35 2" 11010 \\ 2/2' -�1/B° PANEL PLATE LGNO -002 ' 1250 .SOO --� 125 .um .136 .065 066 .072 _ A72 .09 _..U. -'�' 4.�0 72] "4 I'- -TI: O'199 0 RAIL ADAPTER l'J fL -909 tt .045 42 FALSE MMONNTIN #L -913 4.000 4 JAMB � ADAPTER flexible VDarl 1792/01 CIanPm0Oon -Team Plaatks. 02. A82 "I, FM Stack Compound No. 7200.76 1.812 4.348 ri6a I .___L PRYSiCAL ASTM NO. Dm0000rHardaosr°A•.10sm 75 8,2240 Sl tb caavity Las D.7v2 TeroioStrargt6, PSI 1640 D.638 UWmma OloaRe0o4% 340,0 0638 MO4aWat�)ODY°t0anpgOm, PSI 769.6 0.030 i sNaaaose, d).0 D-746 PANEL TOP & O BOTTOM RAIL �L -908 ��'rrr---��� I I con _I { 10.038 7 FRAME JAMB �3 I<L- 4'066 n FRAME HEAD SHEAR PLATE 1.,J >gL -816 - •'� '2. . PVC Compound No. 1'201.76 1. ALL DIMENSIONS SPECD+1fiD ARE IN INCH29 8 E VATION AT SRPIEf L OF 0 FOR NCHOR 0.0. MAK. SPACING AND LOCATIONS I RODUCf RBVISSD D th*F106645 Cod6 •� 1ir� re, ■ L�� `� I� F' A7 r d� PIIYSIE3IL &WM N0. SP26O rgnrdw ®°A °,lO see 7! 0.2240 TO2 0o Grady I45 D-Ia2 TamDeSaeastkang IMO D.6T8 u mna o Sou , *. % 320,0 Da38 Madolas�100%ElaBadm. PSi 769.0 .0623 I Snideness, .m.0 D-74fi 2 . M -400 OD - - -�_ T+ 4.500 45 FRAME Low SILL i *) NOTE: @L -818 AconpWltoaNlo 7.2S r..,,..,.. yy1,,, rlr%1•L:...,- 0/a 19.088BT9g Hi4. -a.a._1.... '. REFER FO DETAIL •93• AT SHEET 0 3 OF' 6 002 7RDDITIONAL NDTES AN5 LIMITATIONS. 000e0 J gFgFd ■ �ddoo c v j'Frt •,o 49i8i 8 �.sp + q , °i¢t mineidalod * TkAebland > . �� i. E OF �m O"c+ ti •'°�W`' ® ° ' O R 4 ®. ° °�®yw�'° / e '1> DATE,.. "_ ® Revision Notes; j�j//�j ..��JJ MEDLEY, NW 90th St. �� V 9 1 tl MEDLEY, FLORIDA 33158 Revised to Y 7002004 -11/01/05 comply / Revised to 8018917 of 9902007 & added Otaes 01/80/10 Nail -Point Look 01/27 /11 Rorieed to aomp)y o/ 2010 PRC (TiV'D'EJ595. LT5059. t NT C.) (305) 898 -8880 S7A9NL000 ICS x0116' ' " INACTIVE FLUSH STEEL BOLT p> n°sss I£'I'86o,�F;) -PNEL BOLT 11100 -001 MANOAACIYJ86R OF QDAtITY Aw rUM s'TNDOMS Axo OFAS9 DOORS Optional Multi -Point Locks ( +/- 88.0 p96 DP) mem aw« API cos roe Otargroo s 6 raw sr A NOA APPROVAL ORPACT FRENCH DOOR I e OF e R"""4 mA Nelson HMV 0 2?)it "La Porte" Impact" French Out-Swing Door I1 Aciivo Lock ASHLAND 0105110- STACTS Passive Lack ASHLAND 0W5110- 3 72 61 4 f NNeoa Erase ' 80/IE HANDLE & TRIMSET ASHLAND 01052016 -A RAMP 6 TRIHS0T ASHLAND gamma-7 etroto n.t.o. Part am,m..r OMaac4 xLP^I/" FD -2003 A°°ota. Lwae -P- DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HS -8700 (Flange Framep' Aluminum Horizontal Sliding Window - L.M.I. APPROVAL DOCUMENT: Drawing No. L8700 -0901, titled "HS -8700 Horizontal Rolling Flange Impact Window ", sheets 1 through 10 of 10, dated 05/30 /09 with revision A dated 01/25 /12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami-Dade County Product Contro Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model /series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 11- 0705.10 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY . PRODUCT CONTROL SECTION 11805 SW 26 Street, Roam 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315-2599 www.miamiatule,aevinera/ NOA No. 12-0127.08 Expiration Date: April 11, 2017 Approval Date: March 29, 2012 Page 1 • Lawson Industries, line. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No L8700-0901, titled "HS -8700 Horizontal Rolling Flange Impact Window ", sheets 1 through 10 of 10, dated 05/30/09 with revision A dated 01/25/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 • 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 . 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3,1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s: HETI-10-3047, HETI -10- 3048, HETI -10 -3049, HETI- 10- 3049I, HETI -10- 3050, HETI -10 -3051, HETI- 10- 3052B, HETI -10 -3053, HETI -10 -3056, HETI -10- 3057, HETI -10 -3130, HETI -10 3131, HETI -10 -3223, HETI -10 -3224, HET -10= 3225, HETI -10 -3226 and HETI -10 -3251, dated 11/09/10, 03/23/11 and 04/25/11, signed and sealed by Candido F. Font, P.E. and Rafael E. Droz-Seda, P.E. (Submitted under previous NOA No. 11-0705.10) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI -08 -2033, HETI -08 -2034, HETI - 08 - 2035, HETI -- 08 - 2036, HETI - - 2037, HETI - 08 - 2038, HETI- 08 -2116A and HETI- 08- 2116B, dated 02/28/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 09-0706.05) l�Manne - e, Product Control E mi r NOA No. 12 -0 .08. Expiration Date: April 11, 2017 Approval Date: March 29, 2012 E -1 Larer$on Induxtrte , Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked —up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL- 3097, FTL -3098. and IrrL, -3364, dated 12/06/01, 12/11/01 and 0.1/28/002, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under NOA No. 02- 02.05) C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by manufacturer, dated 05/28/09, revised on 07/10 and updated on 01/25/12, signed and sealed by Thomas J. Sotos, P. E. 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11- 0325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, dated January 25, 2012, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated May 20, 2010, signed and sealed by Thomas J. Sotos, P.E. G. OTHERS 1. Notice of Acceptance No. 11- 0705.10, issued to Lawson Industries, Inc. for their Series "HS -8700 Flange" Aluminum Horizontal Sliding Window — L.M.1., approved on 09/08/11 and expiring on 04/11/12. E -2 Manue Perez, Product Control Exa NOA No. 12 -01 .08 Expiration Date: April 11, 2017 Approval Date: Mareh 29, 2012 9 0m / // / �'i %. U0 // I - // // /, Vii% C -, Om NOTE: .Q 1 REFER TO SHEET 2 OF 10 POR INSTALLATION ANCHOR DETAILS AND NOTES. 2 FOR VERTICAL CROSS- SECTION DETAILS "A, Al, B. & BI" REFER TO SHEET i3 3 FOR HORIZONTAL CROW-SECTION DETAILS "C. D. & r RIFER TO SHEET F4 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. 0 CD I \ \ \ .,\\, .s. ..��. /1� ,r,. o� // // /, Vii% C -, XOX - Equal Lite (1/3- 1/I -1/3) NOTE& 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS - SECTION DETAILS "A, A1, 8, & 1D" REFER TO SHEET B3 3) FOR HORIZONTAL CROSS- SECTION DETAILS "D, &E` REFER TO SHEET @5 4) REFER TO SHEET 8 01? 10 FOR DESIGN LOAD CHANTS AND NOTES. oat / jr ./%, O / CA // / /r /, Vii/ 0 // // /, Vii% C -, NOTES: XOX - Un -Equal Lite (1/4- 1/2--114) 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS - SECTION DETAILS `A, Al, R. & 81" REFER TO SHEET ®3 3) FOR HORIZONTAL CROSS - SECTION DETAILS "O, & E" REFER 70 STREET 5e 4) REFER TO SHEET 7 OP 10 FOR DEMON LOAD CHARTS AND NOTES. SERIES -8700 HORIZONTAL SLIDING IMPACT WINDOW APPROVED ELEVATIONS General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (11/H2) AND ASTM 1300 -02. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RES1STS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL, 3.) ANCHORS SHOWN 014 SHEET 2 OF 10 ARE AS PER TEST UNIT8. ANCHORS 014 ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (0.0.), AND AS TABULATED ON SHEETS 8. 7, or 8. 4.) ANCHOR CONDITIONS NOT DESCRIBED 114 THESE DRAWING'S ARE TO HE ENGINEERED 014 A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL 8.) WINDOWS ARE QUALIFIED FOR U3E WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEETS P. 7. or 8). AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (ERE SHEETS #8, 7 or 8). 0.) WINDOWS WITH GLASS TYPES "A, C, OR 0" INSTALLED ABOVE 30FT. IN THE HVHZ, THE LG. EXTERIOR LITE SHALL BE TEMPERED. 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. 8.) SEE SHEET 9 FOR GLASS TYPES. 9.) SEE SHEET 8 FOR DESIGN PRESSURES ON "X0 or or WINDOWS. 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL -LITE "X0X" WINDOWS. 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN -EQUAL LITE "XOX" WINDOWS. 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. 13.) 2X7. & 1147. FMB COLONIAL RUNTIME ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS). PRIOR TO WINDOW INSTALLATION. (BEE SHEET 143, 4 & 8 FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED 114 COMPLIANCE WITH THE 2007 PBC CHAPTER 24 SECTION 11.3.3.3. 18.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 18.) SEE SHEEP 11 8 FOR MULLION /METAL ATTACHMENT DETAILS. NOTES & OPTIONS. 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAM1 -DADS COUNTY APPROVED WINDOWS USING A MIAMI -DADS COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL BIN. APPLY TO THE ENTIRE MULLED 525281. 18.) ALL METAL/STEEL 114 CONTACT 51111 ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2010 FLORIDA BLDG. CODE. PRODUCT REVISED to ssmp1yl02with Oro 1 0588350025 A000plWroo No / Expiation Data Hy Mioml 7 350 8 21 lir 0/ fri 1 1 1 3 Tic C It y11 31"30J # ig i0�ooj1, • •tra.b 401 TEST UNIT SIZE: 111" X 83' * INSTALATION FASTENERS (A) 10 AT 78411E HEAD (D) (14 10 AT EA. FRAME HEAD SILL DP ABOVE 70.0) (C)(04AA EA 78005 IF' DP ABOVE 70.0) 'BEE GENERAL NOTE 83 & 84. 1 4 1 1 I t I I. yu ANCHOR NOT�EO�S5 Rp{(D�� y p4 E.A7 MEETING BAI46 }&)0 DTB WITH '.` /'fJA$_ARE��, Y/ DP ASOVE •70PSF I - 79PSF 14 TOTAU �� �OAff NNOOgg�� XOX" WINDOW EQUAL LIFE 1 VERTICAL CROSS- SECTION DETAILS •A, Al. B. 6 BP AT SHEET 13 8. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D. 6 E. AT SHEET AS 89 3/8' OVERALL FRAME WIDTH 84 3/8' 1 NI- T E( 7R 8MPISR $gF FRAME WIDTH T D T N8 IL E 14 RI16 BDYC TEST UNIT SIZE: 111° X DO" INSTALLATION FASTENERS * (A) 10 AT FRAME HEAD (14 AT FRAME HEAD 17 OP ABO (0) 10 AT EA. FRAME SILL (14 AT FRAME SILL IF DP AEOV T EA. FRAME JAMS (C) *SEE GENERAL NOTE 83 & 84. TEST UNIT 318E4 74° X 03° 1NETALIATION FASTENERS* (A) 8 AT FRAME HEAD (6 6 DP ABOVE 70.0 AT EA. FRAME BILL (0) (8 AT FRAME 8214. IF DP ABOVE 70.0) (C) 8 AT FA. FRAME JAMB 3E8 GENERAL NOTE 83 & 84. 74 OVERALL FRAME VIDTH 73' 1HTERIOR FRAME WIDTH RUMITHI T j S v- 14 (LL474 O.C.) (3 1/4, O.C. It • DC. 13 1/4' 4C. 13 1/4. O.C. VE 70.0) E 70.0) 111 OVERALL FRAM WIDTH 5 N g d 8 M4x:4 D.L.O. DIA �g e i; 3. // /� /, c z V 0 CO 1 P iv/A r , v/ip a )` Ot ::a 4. 4 r / /./ V e * 243/ - 1' h �_;�) // '' TEST UNIT SIZE: 111° X DO" INSTALLATION FASTENERS * (A) 10 AT FRAME HEAD (14 AT FRAME HEAD 17 OP ABO (0) 10 AT EA. FRAME SILL (14 AT FRAME SILL IF DP AEOV T EA. FRAME JAMS (C) *SEE GENERAL NOTE 83 & 84. TEST UNIT 318E4 74° X 03° 1NETALIATION FASTENERS* (A) 8 AT FRAME HEAD (6 6 DP ABOVE 70.0 AT EA. FRAME BILL (0) (8 AT FRAME 8214. IF DP ABOVE 70.0) (C) 8 AT FA. FRAME JAMB 3E8 GENERAL NOTE 83 & 84. 74 OVERALL FRAME VIDTH 73' 1HTERIOR FRAME WIDTH RUMITHI T j S v- 14 (LL474 O.C.) (3 1/4, O.C. It • DC. 13 1/4' 4C. 13 1/4. O.C. VE 70.0) E 70.0) 111 OVERALL FRAM WIDTH 5 N g d 8 A 1 �g e i; 110 INTERIOR ppFRAME WIDTH E14JIREDl ALT R SAJLS U�pN.�I�T�Sg �1 - 70PSF f4 t> I^ I i? iv/A r , v/ip a )` Ot ::a 4. 4 �ypp (n1L 0 // Mp.. O.L 0. 17141A M 0 0 . 4' .— 131 1 13 1/ • 4 24 sir, .4 w 0 3 // cA __.1.Z:41CI a p ;i >1 0 CD 13 u4• I t NR NHTV,. r 1 L SAME ANCHOR SPAC ND AT HEAD 6 sal \ I pppL1E0 4/SNLiCONE�AM7 aRE AVAILABLE B. ADDYJDTNAL REQUIRED AT / AS OPTIONAL. uw RatQ g eDR tear REQUIRED XOX" WINDOW — UN— EQUAL, UTE 7D15F s - NEW t TOTES NOTES, 1. SEC VERTICAL CROSS-SECTION DETAILS 'A, .. H, 6 DI. AT SHEET 93 B. SEE HORIZONTAL CROSS- SECTION DETAILS 'C, D. 6 E. AT SHEET 89 OC. TLC. ac. 11 ANCHOR NOTES? 1.Bg.11y' •�`,F 1. SAME DDIT 0PACING AT HEAD 6 SILL EV/A]I LE AS�.( 3,11L, E. TVD ADO1T�1y ANCHORS REQUIRED $ B V/ AT RECURS RAMS FOR UNITS WITH AV DP ABOVE .1- TOME 44 TOTAL) .O" WINDOW EQUAL LITE slim ( 'OX" REVERSED ) 1. SEC VERTICAL CROSS - SECTION DETAILS •A. Al, B 6 BI' AT SHEET 43 B. SEE HOR120NTAL CROSS - SECTION DETAILS 'C. 0. (. E• AT SHEET N4 8' SERIES -8700 HORIZONTAL SLIDING WINDOW FLANGE FRAME ELEVATIONS — L.M.I. y/., 5 N g d 8 A 1 Id R.L.O e i; /l6 q F iv/A r , v/ip a )` Ot ::a 4. 4 SERIES -8700 HORIZONTAL SLIDING WINDOW FLANGE FRAME ELEVATIONS — L.M.I. 1/4' TAPCDN V/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET 02 FUR MAX. FASTENER SPACING) 1 1 /8' MIN. EDGE DISTANCE ,.� •. p, • d: 4 A• 1 ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL (TYPJ 2. WOOD BUCK AND FRAMING <NDT BY LAWSON INIXISTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM 4 1 1 4' MIN. .4EMBEIIIMENI• • d: 4 4 • .° o: • a • d EXTERIOR GRADE PERIMETER CAULKING EXTERIOR :fi•! I!!'�' -iii . 1/4' MAX. SHIN SPACE (TYP) CLEAR SILICONE ADHESIVE BEDDING COMPOUND INTERIOR LAMINATED GLASS STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR GC. (EXTERIOR FIN SH BY OTHERS) NOT Y L , SpN.. DUSTRIES, INC. 414 SAS. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD <SE£ ELEVATION AT SHEET 82 FOR MAX. FASTENER SPACING) EXT. GRADE PERIMETER CAULKING NUT BY TO DE APPLIEDTBY OTHERS CTYP.) EXTERIOR ALTERNATE DETAIL SILL RISER - OPTIONAL APPLIED WITH SILICONE SEE DP CHARTS ON SHEETS 04. 88, & 86. EXTERIOR GRADE PERIMETER CAULKING It......, d 4 tt7.' ••: a 1!4! MAX, _ 4 4. . 4SHIM SPACE - 4 • 4' 1 1/4' MIN. ay.) .. EMBEDMENT 4;a • r NS! a 4 d • • 4.4 4 1/4' MAX. 4 4 SHIM SPACE <TYP.> 1 1/4' MIN. • • : . • EMBEDMENT. • 4 ' .4 OPTIONAL SILL INSTALLATION DETAIL AT '•XO or OX" 1/4' MAX. SHIM SPACE tTYPJ INTERIOR WOOD FRAME INSTALLATION DETAIL WINDOW INSTALLATION NOTES; 1. THE WINDOW FRAME FLANGE TO BE 11455- BEDDED W/ AM EXT. GRADE CAULK TFROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER CTYPJ a. THE EXPOSED EXT. PERIMETER OF THE W191113W FRAME TO DE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS CTYP.) ° WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE RUCK OR MASONRY IS LESS THAN 1/8 ". SHIMS ARE NUT REQUIRED, ANCHORS NOTE; ANCHORS TO BE 812 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCGNS or APPROVED CONC. FASTENERS INTO CON(., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. <REFER TO LOAD TABLES FOR DUANT1TIES REQUIRED) ptioDUCFRBVISBD as amplying D4 k1018Codovl6ide14aclda Amptanco NO DXP4atMa Data 8 1 1 °1 a! x • C. Ir = r P �'un►41 2X WOOD BUCKS BY OTHERS (TYP.) (BYEOT RI FINISH «14 S.M.S. W 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET D2 FOR MAX. FASTENER SPACING) 1. ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL CTYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM .W .N17" " LAMINATED GLASS l' MIN. DISTANCE SILICONE ADHESIVE BEDDING CIIMPUUND INTERIOR I/4' MAX. SHIM SPACE MP) .PT, WOOD BUCKS 1. 1/4' TAPCIIN W l 1/4' MIN. EMBEDMENT INTO CONC. . (SEE ELEVATION AT SHEET N2 . FOR MAX. FASTENER SPACING) IlsllrlAlAlfL.1111 - 11 Ii��1�1 ;;� \H1 t�it�*.11`.ii�fl1111t1U??C., d 1 1/4' MIN. EMBEDMENT 4 «aSi; ^Abdbbbb EXTERIOR WALL FINISH BY OTHERS (TYP.) a. EDGE DISTAANCE STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHCATHIAS TO BE SPECIFIED BY ARCHITECT UR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY (.AVSUN INDUSTRIES, INC. EXT. GRADE PERIMETER CAULKING NOT BY 'LAWSON APPLIED BY OTHERS HERS CTYPJ LOCI( (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCHS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. ROTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. EXTERIOR EXT. GRADE CAULK 73' MAX. WINDOW FRAME BUCK WIDTH 74' MAX. VINUUW FRAME FLANGE WIDTH "XO" WINDOW EQUAL LITE ('OX" REVERSED ) WINDOW INSTALLATION NOTES* I. THE WINDOW FRAME FLANGE TG BE BACK— BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINNOW INSTALLER (TYP) 2. THE EXPOSED EXT. PERIMETER or THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE OAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1 /O ". SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE N12 St45 OR WD. SCREWS INTO WORD, OR I/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) PRODUCT REVISED as coalplyhlg with tho Floods Aooep mcallo Expiration D410 0 g 1 i t 1 1 1 1 A 12 X 1 3/4' S.M.S. 1 1/4' M/N. WOOD EMBED <SEE ELEVATION AT SHEET AR FOR MAX. FASTENER SPACING) .PT. WOOD BUCKS CLEAR SILICONE ADHESIVE e BEDDING COMPOUND - LAMINATED GLASS 4. 1/4' MAX sot SPACE CTYP.1 EXTERIOR 1/4' MAX. SHIM SPACE (TYR) 4. • 1/4' TAPCON 1 1/4' MIN. EMBEDMENT INTO CDNC. • (SEE ELEVATION AT SHEET AR • FOR MAX. FASTENER SPACING) • • • 4., -ommtlYs.vimmtvvill ,r71 vjLvt \WAWA, I 1/4 MIk .r4TEDMENI. • 4 1 1/8' MIN. ' • EDGE DISTANCE EXT. GRADE CAULK EXT. GRADE c)CAULK 8. • • • WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO DE BACK-BEDDED V/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) a. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED V/ AN APPROVED EXTERIOR DRAM CAULK BY OTHERS (TYP. • WHEN THE GAP BETWEEN THE 818808 FRAME AND THE BUCK OR MASONRY IS LEES THAN 1/8°, SHIMS ARE NOT REQUIRED, ANCHORS NOTE; ANCHORS TO BE 1112 SMS OR WD, SCREWS INTO WWD, 1/4' TAPCCINS or, APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO wan OR CONC. /REFER TO LOAD TABLES FOR WANT/TIES REWIRED) WINDOW FRAME BUCK WIDTH WINDOW FRAME FLANGE WIDTH "XOX" WINDOW EQUAL AND UN-EQUAL LITE PRODUCFRBVISED l8cDAl(1y1flwlththOP14ld4 Ouikr1i1Cads Acceptenoe No r •,; • •• Dato 40.171WIII/1./ 1 1 1 WINDOW WIDTH HEIGHT 24 24 38 48 80 72 24 35 48 60 72 24 36 48 60 72 24 38 48 60 72 26.5 37 63.125 74 26.5 37 53.125 74 26.5 37 63.125 74 26.5 37 24 24 24 24 36 36 36 38 38 48 48 48 48 48 60 60 60 60 60 26 26 26 28 Jamb Anchors 3 H &S Anchors 3 3 3 3 3 3 3 3 4 4 38.375 4 4 5 5 5 5 5 3 3 3 3 4 4 8 6 6 4 4 8 6 6 4 4 6 6 6 4 4 6 DESIGN LOAD CAPACITY(PSF) - OX or XO WINDOWS 4 38.375- . 38.375 38.375 50.625 50.825 50.625 50.625 4 6 4 4 8 5 5 4 4 6 5 53.125 74 28.5 37 53.125 58 58 58 83 63 63 8 4 4 5 5 6 6 ass Ty "A" (" ) +.tif 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 85.0 65.0 65.0 85.0 85.0 85.0 +1- Pressures (;y Gloss Type "B" (" 2) Glass Type "C" (* 2) Glass Type' D ("2.) Glass Type "E" ('" 3) -.sf 80.0 80.0 65.0 65.0 65.0 65.0 85.0 65.0 65.0 g5.0 65.0 65.0 65.0 85.0 85.0 65.0 88.0 66.0 85.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 6t.0 65.0 65.0 65.0 65.0 65.0 85.0 65.0 65.0 66.0 + f 65.0 65.0 65.0 65.0 65.0 65,0 65.0 85.0 85.0 65.0 65.0 7.0 65.0 65.0 65.0 65.0 85.0 85.0 6&0 0 65.0 65.0 65.0 65.0 650 65.0 65.0 65.0 88.0 65.0 85.0 65.0 65.0 85.0 65.0 65.0 65.0 65.0 850 85.0 65.0 85.0 6.5.0 65.0 65.0 85.0 65.0 65.0 65.0 65.0 85.0 65.0 65.0 65.0 65.0 65.0 66.0 65.0 65.0 65.0 650 85.0 65.0 85.0 65.0 65.0 65.0 65.0 65.0 65.0 85.0 + 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70. 0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70,0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0. 70.0 70.0 -70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 _ . Sf 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70,0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 ss TYpe 80.0 80.0 80.0 80.0 80.0 80.0 80,0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 _ 80.0 • 80.0 80.0 80.0 80.0 80.0 80,0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 800 80.0 80.0 80.0 80.0 aa0 80.0 80.0 80.0 A0.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 800 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 6 80.0 4 80.0 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 85.0 65.0 65.0 66.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 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 83 6 8 65.0 65.0 65.0 65.0 65.0 70.0 Notes ( *): I.) SEE SHEET 9 FOR GLAZING TYPES. DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH CLASS TYPES A, B, C. & D') 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "5, & F°) AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED A? FRAME HEAD & 211.1. ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 0P 10) 4.) WINDOWS WITH GLASS TYPES °A, C, OR C° INSTALLED ABOVE 30F7. IN THE HVHL, THE L0. EXTERIOR UTE SHALL BE TEMPERED. 81 rn.A.V.,r 2.33 VISI3I code m the wkliag coc LCPlanoo No Expiwtion SILL RISER - UPTIUNAL APPLIED WITH SIL[CONE FOR DP ABOVE +70.0 PSF ( +80.0 DP MAX.) s i of 9 x 1 1 ! DESIGN LOAD bAPA 41T?(PSIF) - XOX wflifDOWS with Lin-Equal Lite (1/4- 1/2 -1/4) FRAME SIZE WIDTH HEIGHT 80 24 72 24 84 24 96 24 108 24 60 36 72 36 84 36 96 36 108 36 60 48 72 48 84 48 96 48 108 48 60 60 72 60 84 60 s6 60 108 74 26 *Jamb #H &8 An* A hors 3 7 3 7 3 3 3 8 10 11 Glass T + . -f 80.0 80.0 80,0 80.0 130.0 • 2 - . sf 80.0 80.0 80.0 80.0 80.0 GInesT + •ef 80.0 80.0 80.0 80.0 80.0 3 7 80.0 80.0 80.0 3 7 $ 3 10 3 -4 4 4 4 4 11 7 7 8 10 11 80,0 70.0 70.0 80.0 75.0 75.0 70.0 70.0 75.0 75,0 5 5 74 38.375 74 50.525 74 68 74 63 79.5 28 3 8 10 • f 80.0 80.0 80.0 70.0 70.0 52.0 70,0 70.0 52.0 62.0 62.0 .0 52.0 52.0 52.0 11 - 52.0 80.0 80.0 60.0 80.0 80.0 75.0 75.0 52.0 75.0 75.0 52.0 52.0 52.0 62.0 52.0 62.0 52.0 52.0 80.0 80.0 80.0 80.0 3 7 �0 0 80.0 80.0 4 7 70,0 75A 70.0 75.0 5 7 - 52.0 52.0 6 7 9 52.0 52.0 52.0 52.0 / + /- Pressures (ps Glass T "13" *2 Gass 7 . e "E" * 3 Glass a "P" ` 3 �i":� - f 52.0 52.0 85.0 65.0 65.0 65.0 65.0 65.0 85.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 05.0 85.0 65.0 85.0 65.0 79.5 38.375 + 9 52.0 52.0 79.5 79.5 79.5 50.625 58 63 106.25 ' 26 106.25 38.375 106.25 50.625 1 08.25 58 108.25 63 111 26 111 38.375 111 50.625 111 111 4 9 5 9 5 ' 9 3 11 4 11 4 5 5 3 4 4 11 11 11 11 11 11 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52. 5/. 52.0 52.0 11 - - 52.0 11 I - 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52,0 52.0 52.0 52.0 52.0 65.0 65.0 65.0 65.0 85.0 65.0 85.0 65.0 05.0 85.0 65.0 65.0 65.0 85.0 65.0 85.0 75.0 66.0 75.0 65.0 75.0 75.0 75.0 65,0 65.0 65.0 78.0 52.0 75A 52.0 75.0 52.0 75.0 52.0 75.0 52.0 75.0 65,0 75.0 52.0 52.0 52.0 52.0 Glass 7 + •af 65.0 65.0 n0,. if 2 - ,sf 75.0 75.0 65,0 75.0 85.0 75.0 85.0 75.0 52.0 85.0 75.0 75.0 65.0 75,5 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 85.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 75.0 75.0 78.0 75.0 75.0 65.0 85.0 65.0 65.0 65.0 65.0 75.0 75.0 75.0 76.0 75,0 75.0 52.0 52.0 52.0 52.0 52.0 52.0 75.0 65.0 75.0 52.0 75.0 85.0 75.0 52.0 75.0 52.0 75.0 55.0 75.0 65.0 75.0 52.0 75.0 65.0 75.0 52.0 75.0 85.0 75.0 52.0 75.0 65.0 75.0 65.0 76.0 52.0 78.0 52.0 75.0 65,0 75.0 52.0 75.0 66.0 75.0 52.0 75.0 65.0 75.0 52.0 62.0 52.0 62.0 52.0 52.0 52.0 85,0 65.0 65.0 65.0 66.0 65.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 52.0 - .0 75.0 52.0 65.0 75.0 52.0 65.0 75.0 52.0 65.0 75.0 52.0 85.0 75.0 62.0 65,0 75.0 52.0 65.0 75.0 52.0 65.0 75.0 52.0 65.0 75.0 52.0 65.0 75.0 52.0 65.0 75.0 75.0 65.0 75.0 52.0 52.0 85.0 75.0 75.0 75.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 52.0 52.0 52.0 52.0 65.0 65.0 85.0 75.0 75.0 75.0 75.0 85.0 75.0 52.0 62.0 65.0 75.0 76.0 65.0 75.0 52.0 52.0 65.0 75.0 75.0 75.0 75.0 75.0 75.0 52.0 ..65:2" 75. 52.0 . 65.-0 -75. Notes (*): I) SEE SHEET 0 FOR GIa1ZINO TYPES, DETAILS & SI[UCONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A, B. C, & D ") 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E. & pi AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES "A, C, OR 0" INSTALLED ABOVE 30FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL HE TEMPERED. 65.0 65.0 65.0 65.0 65.0 55 0 75.0 75.0 75.0 75.0 75.0 75.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 75, 52.0 65.0 \ i% /: i% /,. i i% /. Cry .11021-1. 1q=FAS'tll �leonucr R se eoviptying Mazottent o No Eepiradon Date Mim 52.0 52.0 52.0 52.0 52,0 52.0 65.0 66.0 65.0 65.0 65.0 65.0 75.0 75.0 75.0 75.0 75.0 75.0 52.0 65.0 75.0 52.0 65.0 75.0 ci) co 1 z 1 thoPladde SILL RISER - OPTIONAL APPLIED WITH SILICONE FOR DP ABOVE +70.1 PSP 080A BP MAX/ (WINDOWS WITH GLASS TYPES °A B. C. & D) ��� \ \� !�� !. a SILL RISER - OPTIONAL K '1 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP •. \ \• \r; •�� • D !/! ,r• „rt, •;± -'?, 1 APPLIED WITH SILICONE .4i..411.1-4,,,. �k 4 tl (WIN11022 WITH MASS TYPES °E, & F°) AND +10-0 DP MAX. \' �� I _ I FOR DP ABOVE +70.0 PSF ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON j C +90.0 DP MAX.> !r ® WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) `� / - o ®I® +� 4.) WINDOWS WITH CLASS TYPES °A, C. OR G° INSTALLED ABOVE 30FT. - .`_ Y. ' i e IS IN THE HVIIZ. THE I.G. EXTERIOR UTE SHAIJ. HE TEMPERED. )CO X -Equal l t DESIGN LOAD CAPACITY (PSF) - XOX WINDOWS with Equal Lite (9/ 3-9/3 -1/3) e +/ - Pressures (pat) FRAME SIZ5 # # Jamb # # H & S G Glass Type "B" r 2 G Glass Type "C" (" 2) G Glass Type "D" (" 2) G Glass Type "E" (* 3) G Glass Type "F" r 3) G Glass Type "G" r 2) WIDTH H HEIGHT A + par - - pst + + • - psf + •psf - - p + + psf - - p f + + pef - - pst + + sf - - psf 60 2 24 3 3 7 7 8 80.0 8 80.0 8 80.0 8 80.0 6 75.0 5 52.0 5 52.0 6 65.0 7 75.0 e 72 2 24 3 3 9 9 , , 80.0 8 80.0 8 80,0 8 80.0 6 65.0 7 75.0 6 65,0 7 76.0 5 52.0 5 52.0 6 65.0 7 75.0 m 84 2 24 3 3 9 9 8 80.0 8 80.0 8 80.0 8 80.0 8 85.0 7 75.0 6 65.0 7 75.0 5 52.0 5 52.0 6 65.0 7 75.0 60 3 36 3 3 7 7 7 70.0 7 75.0 7 70.0 7 75.0 6 65.0 7 75.0 8 85.0 7 75.0 5 52.0 5 52.0 6 65.0 7 75.0 72 3 36 3 3 9 9 7 70.0 7 75.0 7 70.0 7 75.0 6 65.0 7 75.0 6 65.0 7 75.0 5 52.0 6 62.0 6 65.0 7 75.0 84 3 36 3 3 9 9 - - - - 5 52.0 5 52.0 6 65.0 7 75.0 6 66.0 7 75.0 5 52.0 5 52.0 8 85.0 7 75.0 60 4 48 4 4 7 7 - - - - 5 52.0 5 52.0 6 65.0 7 75.0 6 65.0 7 75.0 5 52.0 5 52.0 6 65.0 7 75.0 c 72 4 48 4 4 9 9 - - - - 5 52.0 5 52.0 6 65.0 7 75.0 6 65.0 7 75.0 5 52.0 5 52,0 8 85.0 7 75.0 84 4 48 4 4 9 9 • • 5 52.0 5 52.0 6 65.0 7 75.0 6 65.0 7 75.0 , 5 52.0 5 52.0 8 85.0 7 75.0 60 6 60 5 5 7 7 • • - - 5 52.0 5 52.0 6 65.0 7 75.0 6 65.0 7 75.0 5 52.0 5 52.0 6 65.0 7 75.0 72 6 60 5 5 9 9 - - - - 5 52.0 6 62.0 6 65.0 7 75.0 6 65.0 7 75.0 5 52.0 5 52.0 6 65.0 7 75.0 84 6 60 5 5 9 9 - - - - 5 52.0 5 52.0 6 65,0 7 75.0 6 65.0 ' ' 75.0 5 52.0 5 52.0 6 65.0 7 75.0 53.125 2 26 3 3 6 6 ' ' 80.0 8 80.0 8 80.0 8 80.0 6 65.0 7 75.0 -r 6 65.0 7 75.0 5 52.0 5 52.0 8 85.0 7 75.0 53,125 3 38.375 4 4 6 6 8 80.0 8 80.0 8 80.0 8 80.0 6 65.0 7 75,0 6 65.0 7 75,0 5 52.0 • • 52.0 6 66.0 7 75.0 53.125 5 50.625 4 4 6 6 7 70.0 7 75.0 7 70.0 7 75.0 6 65.0 7 75.0 6 65.0 7 75.0 5 52.0 5 52.0 6 65.0 7 75.0 53.125 5 58 5 5 6 6 - - - - 5 52.0 5 52,0 8 85.0 7 75.0 6 65.0 7 75.0 5 52.0 5 52.0 6 65.0 7 75.0 53.125 6 63 5 5 8 8 - - - - 5 52.0 5 52.0 6 65.0 7 75.0 6 65.0 7 75.0 5 52.0 5 52.0 6 65.0 7 75.0 74 2 26 3 3 9 9 8 80.0 8 80.0 8 80.0 8 80.0 6 65.0 7 75.0 6 65.0 7 75.0 5 52.0 5 52.0 6 65.0 7 75.0 74 3 38.375 4 4 9 9 - - - - 5 52.0 5 52.0 6 65.0 7 75.0 6 65.0 7 75.0 5 52.0 5 52.0 8 85.0 7 75.0 74 5 50.625 4 4 9 9 - - - - 5 52.0 5 52.0 8 85.0 7 75.0 6 65.0 7 75.0 6 62.0 5 52.0 6 65.0 7 75.0 74 5 58 5 5 9 9 - - 5 52.0 5 52.0 6 65.0 7 75.0 6 65.0 7 75.0 5 52.0 5 52.0 6 65.0 7 75.0 0 • i s I 74 6 63 _ 5 5 9 9 - - - - 5 52.0 0 5 52.0 8 85.0 7 75.0 6 65.0 7 75.0 5 52.0 5 52.0 6 65.0 7 75.0 79.5 2 28 3 3 9 9 8 80.0 8 80.0 8 80.0 8 80.0 6 65.0 7 75.0 6 65.0 7 75.0 5 52.0 5 52.0 6 65.0 7 75.0 s 79.5 3 38.375 4 4 9 9 7 70.0 7 75.0 5 52.0 5 52.0 6 65.0 7 75.0 6 65.0 7 75.0 5 52.0 5 52.0 6 65.0 7 75.0 • 79.6 5 50.625 4 4 9 9 - - - - 5 52.0 5 52.0 6 65.0 7 75.0 6 65.0 7 75.0 5 52.0 5 52.0 6 65.0 7 75.0 t 1 1 79.5 5 58 5 5 9 9 - - - - 5 52.0 5 52.0 6 65.0 7 75.0 6 66.0 7 75.0 5 52.0 5 52.0 6 65.0 7 75.0 79.5 6 63 5 5 9 9 - - - - 5 52.0 5 52.0 6 65.0 7 75.0 6 65.0 7 75.0 5 52.0 5 52.0 8 85.0 7 75.0 84 2 26 3 3 9 9 7 70.0 75.0 7 70.0 7 75.0 8 85..0 7 75.0 6 65.0 7 75.0 5 52.0 5 52.0 6 65.0 7 75.0 0 84 3 38.375 4 4 9 9 7 70.0 7 75.0 5 52.0 5 52.0 8 85.0 7 75.0 6 65.0 7 75.0 5 52.0 5 52.0 6 65.0 7 75.0 I 84 5 50.625 4 4 9 9 - - 5 52.0 5 52.0 6 65.0 7 75.0 5 55.0 7 75.0 5 52.0 5 52.0 6 65.0 7 75.0 84 5 58 5 5 9 9 - - - - 5 52.0 5 52.0 6 65.0 7 75.0 6 65.0 7 75.0 5 52.0 5 52.0 8 85.0 7 75.0 84 8 83 5 5 9 9 - - - - 5 52.0 5 52.0 6 65.0 7 75.0 6 65.0 7 75.0 5 52.0 5 52.0 8 85.0 7 75.0 , e1 uuta Notes (*): 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. i - -- P i ' -- I PRODUCT REVIBBD o 2.) STANDARD SILL USED ON WINDOWS WITH +90.0 DP AND BELOW I .. _ . . LAMINATED 0 88 COMPOSITION - TYPE e I48tl RIA88 D011031PTION 4) 00TA1L 14101NA18 D30DOIPTION 1 Ir AN 032.20 GLASS a13 802 fu22254 :" 8374021E PVB Dr 5199597' 2 0093' PLASTIC 1NTERLATER `= 3?'=- .- s,. -'-ii :,�+.'t't. Or 3 1/8' amain GLASS 0 0r '�UTtA' IAJIINA'1'ED GLASS COMPOSITION - TYPE D 17101 04788 DII0088410N 112• HEAT- STAENGNTERDD MATS 0080' PLASTIC INTERLATEB HEAT- SYREN0 DEWED awns f.) 0 0 natc TAX5AATB NIGH SITACITE PVB BY, 'MAW. 1AM[NATO GLASS COMPO8YI7ON - TYPE E 0810 OMI88 memo 1 •) DETAIL WANNER OSBCRIPN89 1 I/O' HEAT- STRENDNTENED %ASS s7_ !rs;'_sy'. 8374021E PVB Dr 5199597' 8 0098' PLASTIC IBTERLATE8 'E"3::Sr„.. 4. j4) 09' '001011*' ATE Br 'SOLUTIA' 3 L8' MEAT-STWE ITENED OATS 1 ww 0r '�UTtA' LAMINATED OIABS COMPOSITION - TYPE P ITN MASS DESCRIPTION t) DETAIL IAIDNAT0 DR$CRIP 11134 1 118' ANNEALED GLASS r = .4, ....,tu d 8374021E PVB Dr 5199597' 2 D090' PLASTIC INTIMATER T: - EEDEE',.J""= 3 1/8' ANNEALED CLASS 0 ± SAGE' AN1UTATED LAMINA'T'ED GLASS COMPOSITION TYPE -A 11'810 MASS DESCRIPTION 41 Dli1'AR LA181A18 DESCRIPTION I 1/11• ANNEALED GLASS PVI Br MAW • was NEAT-ST IT0NED GLASS 8 DOW PLASTIC WTERLAYER III 0 or SPREE PIER 3 I/8' ANNEALED GLASS _.,�ti-u4l"' 'a' � 'F( 0r '�UTtA' 9 I/9. INSULATED AIR SPACE / '.v1.22,1/e!h'.. 7TI' vai S 1/8' ANNEALED DLASS CO 0 t) 9 EeIE FRAME FIXED MEETING RAIL IN811LATED WMINATBD GLASS COMPOSITION TYPE 0 IT810 GEM D8SS01PII0x ■) 811401 W2IXAT8 ORSCEIPTION 1 I/O' AAWEALED GLASS PVI Br MAW • was NEAT-ST IT0NED GLASS 0098' PLASTIC INTERLACES .L°:-_ NI IOj 4TN� 3 V8' ANNEALE0 0LASS i1�' 4 I /4' INSULATED AIR SPADE .. 4- '._5" 5 I/O' ANNEALED GLASS Ex) 0 rl E1 . S4P - INSULATED LAMINATED GLASS COMPOSITION TYPE 0 ITOM WAS RESeRI SIAM BEQD. • -1 DIGXR a.r UNINATD DBSOBIPTIOIC 1 was NEAT-ST IT0NED GLASS AVE 3r *DUPONT. 2 0.090' PLASTIC WTERLATEe L -8701 • •) O I/4' IOAT-STRLT.YARFTED GLASS m� a • =w.._ 4 l /4• INSULATED AIR SPACE vai 3"77.- :_. 0 0 D 1/8' AMMER CLASS ON (A) 2IN00VS VI1H GLASS TYPES •A, C, CR G' INSTALLED ABOVE 3077. IN THE win, THE I.G. ENTER= LITE SHALL 50 TENPEREIL GLAZING DETAILS AND OPTION$ ALIDOAW424 MILLION SEE MULLION AP5O0VAL5 FOR MULLION TYPE, SIEE AND MAX OESRW PRESSURE LI1OTAT10NS. (ALUM. 0.078' MIN. THICK) NOTE: THE Iowa PRE_`SSU0225 OF THE WINDOW OR MULL SHALL 250110N 0 le X 3/4' S.D.S. FLAT HEAD, PHILLIPS. (SEE ELEVATION AT SHEET 92 FOR MAK. FASTENER SPACING AND OP TABLES FOR DUANTITY) EXTERIOR GRADE WINDOW FRAME PERIMETER CAB.K1113 EXTERIOR E2 FRAME MULLING DETAIL EjsN TYP0. BTE A!IO FAQ. DESIGN PRESSURE 1801AT10NS. NOTE: 177E LOWER PRESSURES OF The WINDOW OR MULL SHAD. GOVERN ( /4• MAX. B 14 S.O.S. x 1, 1 /4' L. SHIN ' } 1 (SEE ELEVATION AT SHEE7 INTERIOR HAIL PAWNER SVACWO) � ■i FRAME NOTE: I. ALL STEEL W CONTACT WITH EXTERIOR ALUM. TO 8E PAINTED OR PLATER. 2. METAL SIROLTURES: A) STEEL : Fy > 38 KEG SON. (STEEL 18 0A. MW, TIECK - 8048') 0) ALUMNAE : 6063 -15 WIN. (ALUM. 0A78' MIN. 1142:K) 7C1.11ilLi. Yi..:. Au._LY ) ;. NS -8700 FLANGE FRAME WINDOW SILL OF MATERIALS ITEM # PART $ BEQD. DESCRIPTION REMARKS 1 L -7703 1 FRAME HEAD 6063 -T6 ALUMINUM 2 L -8701 1 FRAME SILL 6063 -T6 ALUMINUM 3 L -7701 1 FRAME FXD. JAMB 6063-16 ALUMINUM 4 L -7704 1 FRAME FIXED MEETING RAIL 6063 -16 ALUMINUM 5 L -7705 1 VENT MEETING RAIL 6063 -56 ALUMINUM 6 L -7707 1 VENT TDP/&ITTUM RAIL 6063 -T6 ALUMINUM 7 L-8703 1 FRAME VENT JAMB 6063 -56 ALUM114124 8 L -7706 1 VENT JAMB LATCH RAIL 6063-56 ALUMINUM 9 L -8702 1 FRAME SILL TRACK 6063 -75 ALUMINUM 10 L -8705 1 FRAME SILL RETAINING CLIP 6063 -75 ALUMINUM 11 L -7708 AS RE0'D, GLAZIN0 BEAD ( 3/8• ) 6063 -15 ALUMINUM 12 FS -006 AS REO'D. FRA)E ASSEMBLY SCREWS 08 X 3/4• Pdi. PHILLIPS 13 FS -040 AS RECD. INSTALLATION SCREWS 014 SMS F.H./PHIL. 14 L -7531 AS REO'A VINYL BULB- 1/4' DIA. BULB 03033 15 PINS -003 AS REO'D. FIN SEAL VEATHERSTRIP 387' w x .230' h 16 PVS-005 AS RE0•11. FIN SEAL WEATHERSTRIP .187' w x .350' h 17 PINS -009 AS RECT. 11N SEA. VEATHERSTRIP .187• w x 510' h 18 L -7711 AS REO'B. GLAZING BEAD C INSULATED) 6063 -15 ALUMINUM 19 PINS -001 AS MOT. PILE 8 GLAZING BEAD .187' w x 150' h 20 1 -8706 AS REO'D. SILL RISER ADAPTER 6063 -55 ALUM- GPTI0.IIA1 2t 1 -7539 2 VENT EXTRUDED SPRING LATCH 6063 -15 ALUMINUM 28 14C -057 -1 2 VENT MOLDED SPRING LATCH MOLDED NYLON 23 1 -7923 1 x LATCH LATCH SPRING STAINLESS STEEL 24 x 2 SILL /JAMB 41NT GASKET 1/16' CLOSED CELL FOAM 25 FS -041 2 5111 RAIL ASSEMBLY SCREW 08 X e 1/4' 11.H./PHIL. 26.1 HC-044-1 2 WEEP FLAP 8 BAFFLE x 26.2 HC- 1 X WEEP OPEN CELL roam PAD 1/2' x 1/2' x 2' L 27 HC -040 -1 2 SASH ROLLER & HOUSING x 20 HC -026 -1 1 SCREEN FRAME 8, MESH x 29 At 1 ATTACHMENT SCREW B CLIP 08 X 5/8• S.D.S. 30 HC -058 -1 2 VENT SWEEP LATCH MILIIED NYLON 31 14C -059 -1 2 VENT SWEEP LATCH DIE CAST METAL 32 1-8830 I X Anchor. FRAME SILL ANCHOR CLIP 6363 -15 ALUMINUM 33 - x 2 LAMINATED GLASS See Details 0 L.H. of sheet 9 34 X AS MEWS GLAZING SILICONE See Details R LK of sheet 9 33 OPTIONAL AS REOPD. CGLONIAL FALSE MUN51N ALUMINUM 36 S24-5504 AS REO'I. JOIN SEALANT a 37 x AS (EO'D. PERIMETER ACRYLIC CAULK 051 PCO.YSEAMSEAL PRODUCT OWED m 0020 y�g94th Om Pl0dd& DG1146t2 Aemidattoe No 14Milralloat)em 1111 =X10! ax a 4 a D, QYaI .l. 1 1 1 ) 4 FRAME FIXED IAMB L -7701 .750 442 265 .844 FRAME BILL. VENT INTERLOCK RAIL L -7708 O FRAME VENT JAMB L -8703 O FIXED MEETING RAIL L -7704 SILL TRACK L -8702 o �3 1443 SILL RETAINING CLIP L -8708 1.466 1RA8i IA867TN6 Rau VENT SPRING LATCH L -7839 8 1235 VENT TOP /BOTTOM RAIL 1-7707 &062 2285 .078 1204 VENT JAMB RAIL L -7706 SILL ANCHOR CLIP L -8830 GLAZING BEAD 1-7708 0 1.155 VENT BOTTOM CORNER GLAZING BEAD L -7711 FRAME & SASH CORNER ASSEMBLY DETAILS i t 1 10 1 f 1 1 a f 844 2400 1.450 .750 2.794 PRODUCT R8 i7MMa 9 wn4sCo 1 .0,41CCep Amp** Mu / Ieatluu Data .r_? 1, M MIAM! COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA). Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fags to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement APPROVAL DOCUMENT: Drawing No. LAW-ML-1001, titled "Aluminum Tube - Mullions" Sheets 1 through 10 of 10, dated 04/27/10 with revision A dated 01/25/12, prepared by manufacturer, signed and sealed by Thomas J. Soros, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. 'TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida,. and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA 11 10- 0610.02 and consists of this page 1 and evidence pages E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 wwv.miamidade.eoviocra/ NOA. No. 12-0127.07 Expiration Date: May 30, 2017 Approval Date: March 29, 2012 Page 1 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. LAW -ML -1001, titled "Aluminum Tube Mullions" Sheets 1 through 10 of 10, dated 04/27/10 with revision A dated 01/25 /12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked-up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No HETI -02- 1714, dated 8/27/02, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under NOA# 03- 0225.07) 2. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Egg & Testing, Inc., Test Report No. HETI -02 -1716, dated 8/27/02, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under NOA# 03- 0225.07) 3. Tensile Test report on 0.10" thick wall aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 02 -T071, dated 09 /16/02, tested per ASTM E8, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under NOA# 03- 0225.07) 4. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked-up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90" span mullion and a 45" high fixed window on top, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1383, dated 2113/96, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA# 02- 0501.05) 5. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1718, dated 8/27/02, signed and sealed by Rafael E. Droz Seda, P.E. (Submitted under NOA# 03- 0225.06) E -1 i>fiaau Pe :f Product Control Exa NOA No. 12-0127.07 Expiration Date: May 30, 2017 Approval Date: March 29, 2012 Lawson industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 6. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked -up drawings and installation diagram of an alumintun sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -02 -1717, dated 8/27/02, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under NOA# # 03 - 02 2 5.0 6) 7. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1376, dated 1/31/96, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA# 03- 0225. 06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, dated 05/17/10 and updated on 01/25/12, prepared, signed and sealed by Thomas J. Sotos, P.E. 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, dated January 25, 2012, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated May 20, 2010, signed and sealed by Thomas J. Sotos, P.E. G. OTHERS 1. Notice of Acceptance No. 10-0610.02, issued to Lawson Industries, Inc. for their Clipped Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.I., approved on 10 /06/10 and expiring on 05/30/12.. Manuel ' f . P.E. Product Control :: , iner NOA No. 12-0127.07 Expiration Date; May 30, 2017 Approval Date: March 29, 2012 E -2 ANCHOR /CLIP ANCHOR GLAZING PRODUCT /CLIP — HORIZONTAL MULLION r; GLAZING PRODUCT VERTICAL MULLION GLAZING PRODUCT ANCHOR /CU. W. _ VERTICAL MULLION GLAZING PRODUCT 50 WIDTH (W) = WI + W2 + W3 2 ANCHOR /CUP GLAZING PRODUCT ANCHOR /CU (i VERTICAL MULLION GLAZING PRODUCT 1 WIDTH (W) m W1 + W2 2 ANCHOR /CLIP HORIZONTAL MULLION I- HORIZONTAL MULLION ;,:'GLAZING .f.' PRODUCT _;.I GLAZING PRODUCT VERTICAL MULLION MI GLAZING I PRODUCT ti ANCHOR /CLIP g WIDTH (W) _ W1 2 + W2 TYPICAL MULLION ARRANGEMENT$ ry ie 3 O N THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN HE USED WITH ALL LAWSON'S MIAMI -DADE COUNTY APPROVED IMPACT AND NON - IMPACT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS. USING MULLION PROPERTIES ONLY GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING COIF 2010 EDISON INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. All OWING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE FLORIDA SLOG, CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON — IMPACT APPLICATIONS, INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. 4. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 5. ANCHORS SHALL BE AS L6TED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. B. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 7. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ANCHORS ONLY. B. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2010 FLORIDA BLDG. CODE — SECTION 2003.8.4. MULLION & CLIP NOTES: 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET 2 OF 10 FOR DETAILS AND NOTES. • REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET 4 OF 10 FOR DETAILS AND NOTES. • REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 3. FOR CUP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 6, 7. 8. & 9 OF 10 FOR DETAILS AND NOTES. " REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS 7 o2 1 1 1 1 Si IQ tai to mat ee® 4c IA ots co Au b•ye r4�•a�. .195 TYP. 1.698 185 .068 .125 aes 1a a M I 1 !6 of W p y� .j 5B i i I .409 3s� 4.�8 ,.^888 L 4900 1.588.4. I; _ 3.050 aI9 1.732 3.068 3900 ''sue -. 2 X 4 TUBE IfilLLION _ FOCAL 9INDOW FRAME 8 .119 .,^ a 473@ 8988 8.000 gi $ i •- t1 \�I, 4.900 2X MULLION •L• / \ CLIP -T S NOTCH a+n �. / � V/ JOB CUSTOM 6043 .102 LQ6E 1% 4 MULLION -TB CUSTOM 86 CUSTOM 6088 ! %k: Sxx: MAWS .100 1968 1 X 3 MULLION -T8 G.9S0 0.633 FRAME) In4 k13 CUSTOM Ixx: Sxx: (FIN 1900 (480 1 x 2 MULLION 6�s -T8 0,370 0.370 In °. Ina .1911 CUSTOM I%x: Sxx (E} 970 t962 1 X 2 MULLION 60&1 -78 0.330 0.330 Int ire ��.���+++{{{ P! �1 �, 1 s. 0 2 X 8 MULLION 105 twee X 3 MULLION NIOe3 -76 &o� lxx: 2.070 in °, SSC 1.035 ins ( FRAME! txx: i.D00 in °. Sxx: 0.867 ink (FU, FBMFE> 5b1NDA L TUBULAR 12r ALL OD/33-T8 • 00.9 123 P2010007 J .-- .24pp --- ..1.0012+, 185 ' i.i - d 8.000 4.184 2 x 8 .788 4060 � `� t t9co 165 I ass JIM 4.1180 w +-.IBS a x a j �l -:_ 1 8800 MULLIONS 3888 CONTAINING 4908 e� /�I `�j $ ,� III I 1X ' , I � 4300 MULLION CLIP 8083 -78 roorcN OPTIONAL , ,� � - `� )' STD TUBE MULLION 5083 -m IXx: 2.070 In, SRN: 1.035 in. S70. TUBE MULLION 6053 -T6 1x%: 0.950 Int Su: 0.833W UCT eeoomp4yb9 uXh Nc . Date STD. TUBE MULLION 6053 •T5 Ix%: 0.330 In.. 330 te>? .. 31'.704.w,/ -), `- '!•% L / TYPICAL GLAZING PRODUCT$ a1 93 HORIZONTAL OR yERTICAI SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING STD. TUBE MULLION lx%: 88.280 In4. Sxx: 2.760 In STO: box Sxx: TUBE MULLION 505348 990 !n! 1.490 ins 8A00 489 . MIN. �ti. NOTCH ANGLE CUP CLIP LENGTH INSTRUCTIONS; USE CHARTS AND 080PFIS FOLLOWS. I .. .: - ... ,., 114 - 1'111111•„1; USING MULLION PROPERTIES ONLY MULL „LA THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI -DADE COUNTY APPROVED IMPACT AND NON- IMPACT PRODUCTS. 0r •0000 °,�A .005 a .E08ue% .�:a$�PP �i ��� ��P�SM 0 b t 4+ 1 2 STEP I DErE E DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. X 86682. STEP 2 ReIXAR OtAE040 PRODUCTS MEMO ABOVE LOAD STEP 3 UK CONNECTION To MULLION As PER PRODUCT 1 X 4 3,688• NOTES; 1. REFER TO THE GENERAL NOTES ON SHEET 1 OF 10 FOR BUILDING CODE COMPLIANCE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ARRANGEMENTS OR STACK CONFIGURATIONS. CO . * 0 1112g- og ! J' ; Co 2 �••. �" '� • • dJ ®` .••4„;z3,•,.. `- I,, °h11l111 - 4 2 X 4 2 X 6 3.688' 5.688' APPROVAL. STEP 4 SPECIFY WOMAN SHIM SPACING. MG CHARTS ON 3 1. ALL CUPS AND ANGLES ARE TO FIT SNUG INTO TUBE MULLIONS. 2. WHERE ANGLES ARE NOT FTT SNUG INTO TUBE MULLIONS, SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10. SHEET OF 10 SELECT MULLION SIZE STEP g ram us= RATING MORE nom DES CH LOAD SPECIFIED IN STEP 1 ABOVE us= AN1940R TYPES ON SHEET 8 THRU 9 AND ANCHOR CHARTS EMI ON 91207 s. SELECT ANCHOR TYPE MTTH DESIGN RAT60 a THAN THE DmON L0A08 SPECIFIED LN STEP 1 ABOVE 8085 8900 - Width q: 30 42 48 80 88 72 18 24 30 30 MULL SPAN 38.3" 80.518° 80 88 72 78 18 24 30 30 42 64 60 78 18 24 38 42 48 84 00 66 72 78 67" 1x2 150.0 50.0 123.0 102.5 873 78.9 88.3 .8 55.9 81.3 47.3 .3 67.0 53.8 44.8 38.3 5 29.8 288 .4 22.3 20.6 82.6 48.9 .8 31,3. •'.8 23.5 20.9 1.8 18.8 1X3 1X4 2X4 2X6 Wl5t1 w 150.0 150.0 MULL SPAN WIdth MULLS 28.3 21.2 150.0 38 42 48 7•114" 88 72 Eirrawam OMEN 150. mm 84" 150.0 81.5 81.1 48.9 40.7 34.9 30.6 27.2 24.4 22.2 20.4 18.8 88 422 33.8 28.1 24.1 21.1 18.8 15.9 15.3 160.0 160,0 133,2 180.0 13..5 1 a 88.8 78.1 68.8 59.2 53.3 127.8 109,5 95.8 85.2 76.7 92.0 73.6 81,3 52.6 48.0 40.9 38.8 33.4 30.7 132.4 105.9 88.3 75.7 662 55.6 53.0 40.1 .1 150.0 150.0 150.0 MEM 180.0 11171M1 NEIN 1560 800 t.111& 180.0 156. mcnininamam 1860 160.0 60.0 148.8 150.0 1 1 0.1 180.0 WEN Mall 1161 160.0 180.. 150.0 18 24 30 37.7 28.3 22.5 8,' 16. 48 54 80 72 88" 30.8 27.4 24.8 .4 44.3 39.4 35.5 323 150.0 150.0 150.0 1500 144, 131.1 1202 110.9 1 30 150.0 150.0 150.0 150.0 140,8 1262 1127 1024 93.8 88.7 150.0 1560 180,0 1438 123.2 107.8 95.8 88.3 78.4 120" 132° 144" 03" 483 34. 27.8 232 19.9 17.4 15.4 150.0 150.0 160.0 18 24 28.5 19.9 15.9 ecru 30.8 57.8 WI W2 150.0 38 42 46 04 08 72 108° 150" 17.3 15.7 24.9 22.7 20,8 192 52,4 68,1 52.0 58.8 TUBE MULLIONS VOCAL 1X3 PRO OOUCT PRODUCT 2X8 WI W2 150.0 38 42 46 04 08 72 108° 150" 17.3 15.7 24.9 22.7 20,8 192 52,4 68,1 52.0 58.8 TUBE MULLIONS I 1X2 1X3 1X4 2X4 2X8 - 19,3 42.1 80.5 150.0 - 31.5 45.4 128.2 - - 25.2 38.3 100.9 - - 21.0 30.3 , 84.1 - - 18,0 25.9 72.1 - - 15.8 22.7 23.1 - - - 202 56.1 - - - 18.2 50.5 - - - , 18.5 _ 45.9 - - - 15.1 42.1 - 38.8 - - 31,8 45.5 128.4 - - 23.7 34.1 94.8 - 18.0 27.3 75.8 - - 15.8 22,7 63.2 - - 19.5 542 • - - 17.1 47.4 - - - 15.2 42.1 - - - 37.9 - - - - 34.5 - - - - 31.8 - 29.2 • - 24.3 35.0 97.4 - - 18.3 28.3 73.0 - • - 21,0 58.4 - - - 17.5 48.7 - - • 15.0 41.7 . - - 38.5 - - - - 32.8 - - - 29.2 - - - - 28.8 • - - 24.3 - - - 22.5 - 31.0 88.1 - - 23.3 84.0 - - - 18.8 61.7 - 15.5 43.1 . - - - 38.9 - - 32.3 - - - 28.7 - - - 25.8 - • - 23.5 i - - - - 21.5 1 - 1 19.9 HORIZOMAL MULLION MIMIC -: PROS DST ill MU ON TYPICAL MULLION ARRANGEMENT$ ARMIES BE INSCRIBED TO H rt O SHAPE NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) WIDTH (W) _ Wt + W2 2 g 8 igE pis 1 1 1 TYP. 2.690 aea 2.000 ale as 198 �..i,. / I 7,0 Ls0 Fy�� y� 41 04 a i.196 — �/ g F y — 1 49OD �, ., Dale / / / ' I I 9E8 �_ I� L40S 31100 1 •ffi• $ v yy R p j /\‘‘...,:.m.,1 1\,UIIILM\ will Li aaoox ea : l ,, ,f „� <. / / IMO saes 115 3 , I� 73e OM �0 2 X a 10 7 � 1 :1 . �� Idia ati WOY DA FRAME 4WD ,�. i // ,!I �` 4 < 4.5� 2X MULLION 600.7 QQ—//"/ CLIP -T6 ND OPTIONAL q. I \ a9aT .108 1968 1 X 3 CUSTOM MULLION xierT6 Ixx: 2.188 fix: 1.445 (FLANGE FRAME) CUSTOM 8083 Ixx: Sxx: (FIN i90D L1q X 3 MULLION -T6 2.218 1.479 FRAME) In in! -- � tog 4 in. In? 1 X 3 STD. TUBE MULLION 806E -79 Ixx: 2.168 In °. Sxx: 1.445 In Czrrnvfa7rzEs Z ) P MANUFACTURER OF QUALIFY ALUMINUM N1 2 X 6 6200 , 'ID y % % /�i /it. - -- 1.068 1 X 4 GUST ti LION 4 Ixx: 4.709 in. Sox: 2.355 In MANGE FRAME) 1 X 4 STD. TUBE MULLION 6063 -T8 4 Ixx: 4.709 in. Sxx. 2.355 In! fL`f STANDARD TUBULAR SHAPES D L PRODUCT R��a:� e C A NO r � .117.7/c7.19/ � v� rt. '" . RECTANGULAR ALUMINUM TUBE MULLIONS TIP. WALL ..t78” ALL ALLOY . 8963 -TS f TYPICAL _. 0. DZ PR.., T9c 4.000 R ri ,'•4 am ll % /�i.. \\" 01790 ,// / /ii C4x8.4 r 8250 305 ;�`1. 1980 .0011 4686 - --1 I�tJjj �I i !11 7000 MULLIONS CONTAINING 4� �.�.�.�. 4900 3985 II° �� .186 � ,_,_ LLL 1 • t 4.500 IX MULLION CUP 'L` �! �. 6493 -76 NOTCH OP7fONAl. 19 �� • TYPICAL GLAZING PRODUCT$ # $ # 1 HORIZON AL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 2 X 8 STD TUBE MULLION 8063 -18 1x4:19.848 Ins Sox: 8.549 In? 2 X 4 STD.M M 1 I RON � -76 Ixx: 7.649 int Sxx: 3.825 In? 29� 4115 MIN. , ANGLE X _ IP CLIP LENGTH MULL .V. INSTRUCTIONS; USING MULLION PROPERTIES ONLY ►/ nt.,'0j,♦ Fats e ®,0®ee7 f X 2 Ib88•- THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI -DADS COUNTY APPROVED IMPACT AND NON - IMPACT PRODUCTS. s,®0Oob•'0...4.a... yj ♦i ♦♦ O • • '� • S . ft ilF�4J � � STEP I DETERMINE DEMON LOAD REWIRED FOR PARTICULAR WENDEL 1 X 3 2.688• STEP 2 DEMIG PRODUCTS MEETING ABOVE LOAD 1 X 4 3.688• STEP 3 CONNECTION TO !MILLION AS PER PRODUCT NOTES; 3 1. REFER TO THE GENERAL NOTES ON SHEET 1 OF 10 FOR BUILDING CODE COMPLIANCE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULUON ARRANGEMENTS OR STACK CONFIGURATIONS. QS 4• * 4 ;V y! + h 24 " • -:. ' I♦♦ �: ♦1Is., 2 X 4 2 X 6 3.688' 5.688• STEP 4 SPECIFY MAMBAS SHIM SPACING. USING CHARTS ON 5HEET 6 OF 10 MILLION EIRE /. ALL CUPS AND ANGLES ARE TO FIT 2. WHERE ANGLES ARE NO FIT SNUG INTO TUBE MULLIONS, SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10. SELECT STEP 5 x7724 DHSION RATING MORE THAN DESIGN LOAD SPECIFIED USING ANA ON SHEET 6 THRU 9 MO ANCHOR CHARTS STEP 6 ON BHEET 9. suer ANCHOR 718E 22824 DESIGN RATING MORE THAN THE DEMON LOADS SPECIFIC IN STEP 1 ABOVE. 0 6900 8087 -� STEEL REINFORCED TUBE MULLIONS Width M. 10 MULL SPAN 1 X 3 24 30 36 42 48 84 80 72 18 38- 3/8" 160.0 150.0 160.0 180.0 160.0 180.0 150.0 150.0 160.0 180.0 150.0 18 24 30 38 42 48 84 80 88 72 78 50.818" 160. 150.0 150.0 160.0 150.0 150.0 180.0 180.0 147.7 135.3 124.9 18 24 338 42 48 64 00 86 72 7 18 or 150.0 180.0 150.0 150.0 150.0 150,0 137.0 123,3 112.1 102.8 94.8 180.0 1X4 2X4 2X8 150.0 150.0 160.0 150.0 1 .0 150.0 150,0 150.0 160,0 150.0 150.0 180.0 150.0 160.0 150.0 150.0 150.0 160.0 150.0 150.0 150.0 150.0 150.0 180.0 150.0 150.0 180.0 160.0 1500 150.0 150.0 150.0 150.0 150,0 160.0 160.0 150.0 160,0 150,0 160.0 160.0. 160.0 1 -I5 0 1- ✓ 150.0 150.0 150.0 150.0 150.0 160,0 160.0 150,0 150.0 150.0 180.0 150.0 180.0 150.0 160.0 160.0 150.0 180.0 160.0 160.0 180.0 150.0 160.0 180.0 150.0 150.0 150,0 150.0 180.0 160.0 160.0 160.0 150.0 150.0 150.0 180.0 150.0 180.0 150.0 150.0 1 -".0 150.0 160.0 150.0 180.0 180.0 160.0 160.0 150.0 160.0 150.0 1600 150. 600 MULL SPAN STEEL REINFORCED TUBE MULLIONS 1X3 1X4 42 48 72 18 74-1/4" 160.0 139.8 111.8 150.0 150.0 150.0 2X4 180.0 160.0 STEEL REINFORCED TUBE MULLION 2 X 8 150.0' 150.0 -Width 18 tw) MULL SPAN 24 160.0 50.0 93.0 150.0 79.7 150.9 88.7 150.0 62.0 134.6 86,5 121.2 50.7 110.1 48.8 101.0 42.9 93.2 150.0 180.0 30 38 150.0 160.0 42 160.0 180.0 48 160.0 150.0 64 160.0 150.0 150,0 180.0 150.0 150.0 160.0 160.0 60 72 120" 1X3 1 X 4 2X4 44.0 95.7 150.0 33.0 71,8 116.8 28,4 57.4 93.2 22.0 47.8 77.7 18,9 41.0 86.8 18.5 35.9 58.3 31.9 81.8 28.7 48.0 28.1 42.4 23.8 38.8 22.1 35,9 24 30 36 42 48 64 60 88 72 78 18 84" 24 30 2 48 64 80 18 98" 128.4 98,3 77.1 84.2 65.0 40.2 42.8 38.5 35.0 32.1 29.8 180.0 150.0 150.0 139.8 19.8 104.8 93.0 83.7 78.1 89.7 64.4 88.0 150.0 64.0 140.1 81.0 112.1 43,0 93.4 38.9 80.1 32.3 70.1 28.7 32.3 160.0 180.0___ 150.0 150.0 150.0 150.0 150.0 180.0 150.0 18 ,0 160.0 1500 160.0 1807 135,9 160.0 123.8 150.0 113.3 180.0 18 24 30 36 42 48 64 60 68 72 104.8 .150.0 160.0 150.0 150.0 150.0 130.1 180.0 78 18 132" 33.1 71.9 118.8 24.8 53.9 87.6 19.9 43,1 70.1 18,5 35.9 68.4 30.8 50.0 27.0 43.8 24.0 38.9 21.8 38.0 19,6 31.8 18.0 29.2 150.0 150.0 180.0 150.0 24 30 39 113.8 150.0 42 28.8 23.5 21.6 19.9 58.1 81.0 48.7 43.1 101.2 91.1 82.8 78.9 150,0 84 150.0 160.0 150.0 70.0 160.0 72 18 144" 25.6 16.8 55.4 28.8 89.9 19.1 41.5 87.5 16.3 33.2 84.0 27.7 48.0 23.7 8.8 20.8 33.7 18.8 30.0 18.8 27.0 18.1 24.5 22.5 20.8 2 X 0 150.0 180.0 180.0 150.0 160.0 149.7 133.1 119.8 105.9 99.8 92.1 150.0 150.0 150.0 150.0 128.8 112.6 100.0 80.0 81.8 75.0 88,2 150.0 150.0 138.8 118,5 99.0 86.8 77.0 69.3 03.0 57.8 24 30 30 42 . 48 64 60 72 18 03" 150.0 150.0 150.0 130 -5 114.2 150.0 50.0 150.0 180.0 150.0 160.0 1 150.0 150.0 150.0 180.0 160.0 150.0 101.5 150.0 91.3 150.0 83.0 160.0 78.1 142.4 70.2 131,4 OLABNO PRODUCT WONG PRODUCT W1 150.0 150.0 160.0 180.0 150.0 180.0 180.0 160.0 150.0 180,0 160.0 160.0 150.0 150.0 180.0 150.0 18 24 30 38 42 48 64 3 88 72 78 108" •HORIZONTAL MULLION ,o0050 P T..aZr r '..JE OLAZINO PRODUCT OIAZINO PRODUCT MuLUON SPAN 80.4 131.2 46,3 98,4 _36.3 78.7 30.2 86.0 26.9 58.2 150.0 150.0 127.9 150.0 180,2_ 150.0 108.8 150.0 18 30 36 22.7 48.2 20.1 43.7 18,1 39.4 18.5 36.8 15.1 32.8 30,3 91.4 79.9 71.1 84.0 68.1 53.3 49.2 TYPICAL MULL ON ARRANGEMENTS 150.0 42 180.0 48 180.0 180,0 147.0 54 66 134.8 124.4 72 ARCHES TO BE INSCRIBED IVBIDE RECTANGULAR SHAPE MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) WIDTH (W) = WI * w2 2 150" 22.8 49.0 79.8 16.9 38.7 59.7 83.3 180.0 160.0 29.4 47.7 24.5 39.8 21.0 34.1 18.4 2 =.8 18,3 28.5 23.9 21.7 19.9 18.4 PRODUCTREVVSED as dmFkllBs AtooptmooNo / t' #' rMiooDeo Y.nray.fil./J, row 122.8 102.2 87.6 78,6 88 1 81.3 58.7 51.1 47.2 1 1 d >t 5/13" TAPCONS 1-1/2' 1454. WOOD PENETRATION 2 PER CUP (1 ON EACH WINO) 5/16" TAPCONS 1-1/2° MIN. WOOD PENETRATION 1 PM ANGLE MIN. EDGE DIST. 2-3/ 6" CONCRETE OR 4" OLLOW CK 5/16' TAPCONS 1-3/e 44144. EMBED INTO MASONNY 4 PER CUP (2 ON WINO) 5/16" TAPCONS I-3/4' Mn4. ELISEO INTO MASONRY 2 PER ANGLE 2 X 2 x1/13" IX FLOATING CUP 1 ALUM MOLE 2 7/18" 1 SY 5000 0033 1* FUMING CUP 131,248" 111 3/4" MIN. ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS, TAPCONS MAY SE HEX OR FLAT HEAD, ANCHORS TYPE 'D' (INTO BLOC ) ANCHORS TYPE 'G' (INTO CONCRETE) 4 ANCHORS THRU IX BUCK INTO CONCRETE OR BLOCK 1.'14" & 2"x4" MULL MIN. EDGE DIST. 2-3(18' CONCRETE OR 4 HOLLOW BL K 5/1e .PC0523 1-3/4' MN. USED INTO mASONRY 2 PER CUP (1 ON WINO 1,,A111111 5/10' TOWNS 1-1/4" MW. EmBED INTO MASONRY 1 PER ANGLE ANCHORS TYPE "A` 2 ANCHORS INTO WOOD .10 '42 1 1 • • , 48 FLOATING CLIP ILLS X ANCHORS TYPE 'C' (1 TO BLOCK) ANCHORS TYPE 'F' (INTO CONCRETE) 2 ANCHORS THRU IX BUCK INTO CONCRETE OR BLOCK 25! WOOD SUCK !LOA CUP ALIIM2,40zer PRODUCT REVISED se complying wfththoPL544 ia tm&ting Co& Awmp4eno0No ANCHORS TYPE 'B' 4 ANCHORS INTO WOOD ALTERNATE ANCHOR LOCATION MIN. EDGE OIST, 2-3/18 " CONCRETE OR 4 HOLLOW BLO 5/10. TAPCONS 4-3/4" MN. EMBED PITO MASONRY 2 PER OUP ON EACH MO MIN 5/10" TAPCONS 1-3/4. mg EMBED INTO MASONRY 1 P55814042 • .41. • L. • CONCRETE OR CEMENT BLOCK CONCRETE OR CEMENT BLOCK FLOATING CLIP 11111 2 ,40yr ANCHORS TYPE 'C (INTO BLOCK) NCHQRS TYPE 'F' (INTO CONCR TE) 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK 5/15 TAPCONS 1-3/e AWL EMBED INTO MASONRY 2 PER CLIP (1 ON EACH FANG) /12 SMS 2 PER ANGLE 5/ TAPCONS 1-3/4 MIN. DAM INTO MASONRY 1 PER ANGLE MIN. EDGE DIST. 2-3/18" CONCRETE OR 4" 4OLLOW 3/4 IN 5/16' TAPCONS 1-3/4' MIN. EISSED INTO MASONRY 4 PER C1. (2 ON EACH WINO spr TAPCONS 1-3/4" MK EMBED INTO INGIONNY 2 PER MOLE • •••.Z •• . • • • 2 7/18 MIN FLOATING CLIP 3 1/4' MIN, MALI. 001455515 05 5550144 61.0544 ANCHORS TYPE 'D' (INTO BLOCK) ANCHORS TYPE 'G' (INTO CONCRETE) 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK 1x4" 2"x4" MULL J L MULL FLOATING CUP 501455(15 014 COMO BLOCS ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. star Toms 1-3/4' MIN. EMBED INTO MASONRY 4 PER CUP (2014 F55I4 YARA) CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKAU-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER-WHITE IAETHACRYLATE LACQUER. yd •rrAyncr,i, • /- „ ic,r0 ILL2Ager" 1 II 1 1 1 MIN. EDGE DIST 2 -3/18° CONCRETE OR 4° HOLLOW BL 3 -3/4" MIN spe 1 3/4" MW. TAPCONS INTO MASONRY 4 PER CUP (2 ON EACH WWO) MIN. EDGE DIST 2 -3/18° CONCRETE OR 4 HOLLOW BL K 3-3/4° 11/16' /4' Mw. Rao MASONRY MIN. 4 PER CUP (2 ON EACH YENS) CLIP LENGTH MULL "L" 2 X 4 3.686' 2X6 5.608' 225 WU. 8/18' TAPCONS 1-3/4" MW. USED INTO MASONRY 4 PER CUP (2 ON EACH ONO 1 3/4" MIN. 226 HULL 8/16' TAPCONS 1 -3/4" MW. EMBED INTO MASONRY 4 PER CUP (2 ON EACH 2840) 1 3/4° MIN. 2x8 tl1AJ. 3/4" .i ANCHORS TYPE 'E' (INTO BLOC ) ANCHORS TYPE 'H' (INTO CONCRETE) ANCHORS INTO CONCRETE or BLOCK 2°X8° MULL SHOWN CLIP LENGTH MULL "L" 2X4 3.688' _2 X 6 5.688° 0 0- 3-3/4° MIN. 5 11/18° .i ANCHORS TYPE 'E' (INTO BLOC ) ANCHORS TYPE 'H' (INTO CONCRETE) ANCHORS INTO CONCRETE or BLOCK 2°X8° MULL SHOWN CLIP LENGTH MULL "L" 2X4 3.688' _2 X 6 5.688° AU. CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. ANCHORS TYPE 'E' (INTO BLOCK) ANCHORS TYPE 'H' (INTO CONCRETE) 4 ANCHORS THRU 1X BUCK INTO CONCRETE OR MOCK 2"X8' MUU. SHOWN CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI- RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER-WHITE METHACRYLATE LACQUER. ROSSO Boas Moorage No alqthatIon MIN. EDGE DIST. 2 -3/16" CONCRETE OR 4" HOLLOW BLO elte TAPCONS MIN. BED INTO MASONRY 3 -3/4" 4 TOTAL (2 ON EACH I.KNO MIN. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -- RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. LOCATION OF SCREWS CONNECTING ANGLES TO TUBES WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS. MIN. EDGE DIST. 2 -3/16" CONCRETE OR 4" HOLLOW BL OPTIONAL ANCHOR DETAIL ANCHORS INTO CONCRETE OR CEMENT E LOCK CLIP LENGTH MULL "L" 1 x 2 1.685• 1 X 3 2bee• tx4 3.688• 2 X 4 3.686• 2 X 6 5.688• 1. ALL CLIPS AND ANGLES ARE TO FIT SNUG INTO TUBE MULLIONS. 2. WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS, SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10 TUBES MAY BE NOTCHED AS � ALLOW 8BTAUNTION OF CAULK JOINT AFTER ASSEMBLY 8 14 BMA. 2/ CHANNEL. TUBE MULUON 112 Fd4 S.M.S. 2/ 8EH: i/8" THICK AUJM CHANNEL LENOTH TO INTO MULLION SNUO ACCESS HOLE 824 PER � 1 -1/2" 0.2. MIN. TUBE MULUCN TIM SCREW CAN SE INSTALLED p�W . 112 PER UP CUP 1' 0.2. 1M1. 1 -3/4" x r K 1/8" (FOR MY TUBE 3/4" K 2" K 1/B" FOR (BY CUT TO PR 1011.10 112218 wax NCHORS TYPE '1' METAL TO METAL CONNECTION USE CHARTS FGA ANCHOR TYPE 1' TO VERIFY CAPACITY OF CONNECTION AU. CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. 383/8 80818 87 83 160 180 180 180 132 1W 180 180 105 180 160 180 88 10 160 150 78 183 1D 150 88 132 150 180 50 X17 . 138 160 63 106 121 150 48 05 110 180 44 08 101 150 41 81 93 140 133 180 180 180 100 153 180 180 80 1E0 160 160 87 191 180 150 57 114 131 150 80 103 118 180 44 89 102 180 40 80 92 138 38 73 83 126 33 W 78 118 31 81 71 106 118 180 150 150 89 160 160 150 71 144 180 160 59 118 138 150 51 101 118 150 44 89 102 150 39 79 91 138 35 71 82 123 92 84 74 111 30 59 68 102 27 58 83 94 107 1E0 150 180 33 153 160 160 84 125 148 180 53 107 123 180 49 92 106 150 40 80 92 138 38 71 82 123 32 84 74 111 29 88 87 101 27 53 81 92 28 49 87 85 180 160 150 160 180 150 150 150 150 180 80 180 160 150 150 150 150 150 '610 150 198 123 11 104 150 150 1/V__23313 180 147 128 180 180 150 150 150 1130 180 141 180 150 180 150 180 150 180 180 148 138 128 150 150 153 180 150 150 180 147 134 129 113 114 903 83 83 79 160 160 150 193 114 101 91 W 15 70 150 150 187 118 103 ffi 75 89 69 180 150 160 180 180 150 180 150 150 150 180 180 180 160 150 150 160 150 180 140 129 119 150 180 150 180 150 160 150 137 128 114 105 180 150 150 150 180 150 138 124 119 103 98 160 150 150 150 160 150 180 180 150 180 150 180 150 150 150 150 180 180 150 180 160 160 150 180 150 150 150 150 180 180 150 140 180 150 180 150 150 150 160 180 160 137 127 180 18 180 24 180 30 160 39 180 42 180 48 180 54 145 80 132 86 121 72 111 78 180 10 180 24 150 30 180 38 150 42 137 48 122 54 110 CO 100 68 91 72 84 78 150 180 150 150 139 122 188 97 89 81 78 150 180 180 147 128 110 90 88 60 73 88 48 24 30 42 4 80 68 72 741/4 84 91 180 180 160 1 68 133 150 180 180 84 109 128 150 180 81 104 150 180 30 78 89 134 150 94 88 78 118 180 30 80 70 108 139 27 64 63 94 125 28 49 67. 88 114 29 48 52 78 104 21 42 48 72 08 150 180 140 117 100 57 76 70 04 89 84 84 780 160 180 460 180 60 120 138 180 180 180 40 80 111 150 180180 40 80 139 180 103 34 69 79 119 1W 30 CO 89 104 135 27 53 61 02 123 24 48 85 89 111 22 44 80 78 101 40 48 89 92 19 97 43 84 88 70 140 180 150 150 59 109 121 150 180 42 04 97 148 180 35 70 81 121 1E0 31M-03 69 104 198 108 26 63 81 91 121 23 47 64 81 108 21 42 48 79 97 19 38 44 88 88 18 35 40 81 81 18 W 58 74 82 125 143 180 160 47 94 103 180 180 37 78 88 120 180 31 62 72 108 143 27 53 81 92 123 23 47 54 81 103 83 77 50 62 83 82 49 21 42 48 72 88 10 37 43 88 83 17 94 39 59 78 18 31 38 64 72 14 29 83 60 88 180 150 160 150 150 138 117 158 03 88 81 150 150 150 180 133 118 103 03 8s 78 72 160 150 150 138 118 102 00 61 74 68 180 180 148 121 103 90 80 100 160 160 160 180 180 160 140 1+ 117 108 150 150 180 150 150 180 137 124 1 103 86 160 150 180 180 160 135 120 108 98 80 83 180 150 160 150 137 120 107 68 W 80 74 160 18 180 24 150 30 126 38 107 42 93 48 63 84 76 60 88 68 62 68 78 180 16 180 24 132 30 110 38 42 83 48 73 84 68 80 80 88 60 72 51 78 150 148 118 98 83 72 64 08 53 46 48 180 129 103 8s 79 64 87 81 47 43 40 18 24 30 38 42 48 54 80 88 72 78 18 24 30 38 42 48 84 60 46 72 78 129 132 144 180 88 112 129 42 34 28 24 21 19 17 16 14 13 81 38 28 19 17 16 14 13 12 35 28 29 20 18 18 14 13 12 46 94 27 22 10 17 18 19 12 11 10 84 87 68 49 42 37 31 28 102 77 81 81 38 91 28 28 24 94 70 86 40 88 31 28 28 23 22 80 67 84 45 38 34 30 27 24 22 21 97 77 65 88 48 43 36 30 117 88 70 44 35 32 150 150 148 116 97 83 88 68 58 49 48 180 132 88 78 68 63 108 81 85 84 48 40 38 29 27 28 77 62 52 44 31 28 41 180 121 07 69 61 44 40 37 150 118 03 78 87 88 82 47 42 39 38 150 180 111 97 83 10 86 80 160 180 141 117 88 78 70 84 89 84 150 180 129 198 92 61 88 89 64 180 180 124 103 88 77 89 82 88 62 48 144 108 87 72 80 84 48 39 93 33 131 83 49 44 93 30 60 83 4 40 38 33 33 118 190 109 93 43 39 33 31 29 27 89 84 85 160 148 118 99 85 74 80 89 48 48 180 138 109 90 78 60 84 48 42 180 130 104 87 74 85 89 82 47 43 40 180 93 77 8s se 88 51 43 42 72 38 87 38 140 105 180 84 131 70 112 60 08 83 87 47 79 42 72 98 66 35 81 32 180 129 150 98 144 77 64 103 86 48 43 39 68 55 80 32 144 124 108 87 79 180 180 120 90 72 2 180 150 188 118 98 97 77 89 89 88 93 i 1 1 iti ANCHOR CLIP NO ES. 1. FOR CUP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 6, 7, 8. & 9 FOR DETAILS AND NOTES. 2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, 51U. OR JAMB ENDS. 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. 8 • COQ:•'. *~ tl *".y. .I4 ii. 64 m St a • pa Z w dy- '40 as J