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WS-10-2073REPLACE WINDOWS AND DOORS Passe ? Inspector Comments CREATED AS REINSPECTION FOR INSP- 153576. C C--- Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 i nspection Number: INSP - 156697 Permit Number: WS -11 -10 -2073 J Inspection Date: March 03, 2011 Inspector. Bruhn, Norman Owner: RODRIGUEZ, JOHN Job Address: 29 NW 107 Street Miami Shores, FL 33168- Project: <NONE> Contractor: HOME OWNER Building Department Comments March 03, 2011 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (305)776 -0889 Parcel Number 1121360070460 Page 1 of 1 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING �q OWNER: Name (Fee Simple Titleholder): 3o "t� f2C 1 , (i L& Address: 4-1 k J 1 c t1 •C: fi City: 6Y lP IYl S Ii it 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 No� 1ss oZo73 Master Permit No. Is the Building Historically Designated: Yes NO V Flood Zone: NOV z 2 2tu Phone #: CTS 6 1 State: Zip: 3 3 Q� Tenant/Lessee Name: Phone #: Email: jc Alrt, r pi- C O L ((y JOB ADDRESS: .q it 1 O - t\ City: Miami Shores County: Miami Dade Zip: 3:1b,; Folio/Parcel #: ! I ,1- 1 . 3(e — CCU' O' 6O jo CONTRACTOR: Company Name: ( d Z Phone #: Address: City: State: Zip: Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 1 0 Square/Linear Footage of Work: Type of Work: ❑Address ❑Alteration New URepair/Replace ❑Demolition Description of Work: RQ j . C C . l�� , i� , '�t,i>, rr2' , (c& 3 ° IA.fi e k^, cto ),,'L A G p- R.ca,R r d.o+1 COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: * * ** ****** *** ********* *** ******** * **** F ees *********** ****** * *a ********* ******* *** Submittal Fee Permit Fee $ Q CCF $ CO /CC $ Scanning Fee $ Q Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address Cit State Zip Mortgage Lender's Name (if a livable) T 1 c l (VICt v� ( t (4- C C L I U; 0'0 'Mori e�,ender�s.�Y e s 6c o . " 1 1t3; < State - EC- - Zip -3 r -_ () l e i f 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." APPROVED BY Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was +wledg day of 2�" , 20 ,� Q, b who is + sonally kno NOT 'A PUBLIC: Sign: Print: My Commission Expires: to me or who has produced identification and who diP'an oath. ************************************* * * * * * * * * ** * * **** ****** ** **+ k*+ b*****b Cs*Qe******+k********+Yb******* Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)(rev6/4/10) be re + me this •111 tk_24s Plans Examiner Signature Contractor The foregoing instrument was acknowledged before me this day of ,20,by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Zoning Pik di' if Clerk NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON�THE JOB SITE AT TIME OF FIRST INSPECTION (� PERMIT NO. 0S t i I D Z "TR)C FOLIO NO. OA '3(0 v STATE OF FLORIDA: COUNTY OF MIAMI -DADE: STATE OF FLORI THE UNDERSIGNED hereby gives notice that improvements will be ma HEREBY C1 RTIF.Y property, and in accordance with Chapter 713, Florida Statutes, the following i is provided in this Notice of Commencement. Space above reserved for use of recording office 1. Legal description of property and street/address: U (1f W1 M VON( CriOre L} 33 LOt 14 DO( 2i I q N 109 Sty miti 2. Description of improvement: 12.""'i ( e. (, C3YL,S 3. Owner(s) name and address: Interest in property: CUM-I/ Name and address of fee simple titleholder. 4. Contractor's name, ad rested phone umer b . '• nel l�wt; ,04 '�`�' -;),1(:;)60 5. Surety: (Payment bond re4uired by owner from contractor, 11 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(1)(a)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 NOTICE OF COMMENCEMENT. Signature(s) • r+ er(s) r O Der(s)' Authorized Officer/Director /Partner /Manager Prepared By V �+ �. o Prepared By Print Name , , rictY s.c J tiwZ. Print Name Title /Office 60)11 .Lir Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The for o f ins en as acknowledged before me this ZL1 day of By .tl4 ff,0 4/C ❑ Individually, or ❑ as for Personally known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES 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. 111 1 11 111 11 111 1 111 1 1111 111 111 C :FH 20 1 i eRt 8701.40 OR 2F; 27538 Ps 0686; (ips) RECORDED 12/30/2010 10:35:44 HARVEY RUVIH, CLERK OF COURT i9IAI1I —DADS COUI4TYv FLORIDA LAST PAGE , COUNTY OF et this is etwo on ___ r 1).12 cJ ry -,{ 2.0t 0 . /Q i NOTARY PUBLib -Sim E OF NA999 � Marie- Claudette 0. Bracco Commission #DD769749 $ ,,,,,,,.o° Expires: MAY 04, 2012 BONDED THIGH ATLANTIC BONDING CO., INC. Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner/Manager who signed above: By By 123.01 -52 PAGE 3 3/10 5. I understand that, as the owner- builder, I must provide direct, onsite supervision of the construction. M iami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: Tnh\1 t21019C_ DATE: t ADDRESS: act Nco to ,Sti-Q•231' cS 6 rr3 1 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The,building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipa( licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner- builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or licgpse numbers on permits and contracts. Initial 4. I understand that I may build or improve a one family or two- family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I b ilt or substantially improved it for sale or lease, which violates the exemption. Initial 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner - builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by al applicable laws and requirement that govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http: / /www.myfloridalicense.com /dbpr /pro /cilbfindex.html tQw tom r G if; 11. I am aware of, and consent to; an owner- builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following &dress: 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure, Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit A copy of the property owners driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this a--"' day of It , 20 B A 1LOCksilb _ who was personally known to me or who has Produced there License or as ic,Wifioaitkm. 01 lb1 S / // */ i ` ` \� - � i/ % o s a L C20.....? ',,,,,ii/rr,'ieJ i`^\` o\` Tit5q This Instrument Prepared by Albertelli Law 5404 Cypress Center Drive, Suite 300 Tampa, Florida 33609 Our File Number: TPA08 -20118 as a necessary incident to the fulfillment of conditions contained in a title insurance commitment issued by it. Property Appraisers Parcel I.D. (Folio) Number (s): SPECIAL WARRANTY DEED CFN: 20100683528 BOOK 27447 PAGE 4316 DATE:10 /0712010 01:48:28 PM DEED DOC 957.00 HARVEY RUVIN, CLERK OF COURT, MIA -DADE CTY j flu This Special Warranty Deed, made this 1 August, 2010, between Wells Fargo Bank, N.A., as Trustee, on Behalf of the Holder of the Asset Back, Seeurides Corporation Home Equity Loan Trust, Series AMQ 2007 -HE2 Asset Backed and Pass Through Certificate Series AMQ 2007-HE2, having its place of business at : 3815 South West Temple, Salt Lake City, UT 84115 here by called the grantor, to John Rodriguez , an unmarried man, whose Post Office address is: 29 NW 107 Street, Miami, Florida 33153, hereinafter called the grantee, W I T N E S S E T II:That grantor, for and in consideration of the sum of $10.00 and other valuable considerations, receipt whereof is hereby acknowledged, by these presents does grant, bargain, sell, aliens, reniis, releases, conveys and confirms unto grantee, all that certain land situate in Miami -Dade Comity, Florida, viz: Lot 14, in Block 211, of DUNNING'S MIAMI SHORES EXTENSION NO. 3, according to the Plat thereof, as recorded in Plat Book 42, at Page 33, of the Public Records of Miami -Dade County, Florida TOGETHER with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD the same in fee simple forever. GRANTOR'S WILL WARRANT and forever defend the right and title to the above - described real property unto the Grantees against the claims of all people, claiming by , though or under Grantor's, but not otherwise. (wherever used herein the terms "grantor" and 'grantee" included all the parties to this instrument, and the heirs, legal representatives and assigns of individuals, and the successors and assigns of corporation.) IN WITNESS W HEREOF, the grantor has caused these presents to be executed in the name, and its corporate seal to be hereunto affixed, by its proper officers thereunto duly authorized, the day and year first above written. DEED - Special Warranty Deed - Corporate lee K k6 72 ar Shor SNI ° -_ APPR. VE D ZONING DEPT 1 ."240 RULES AND air B I DEPT E gQ COMPLIANCg ROD AND COUNTY fpE ,RECUL /TI N Clyde 7ri•LLmL(I SURVEY NOTES ASPHALT DRIVE CROSSING OVER PROPERTY UNE ON SOUTH SIDE OF LOT. THERE ARE FENCES NEAR THE BOUNDARY OF THE PROPERTY. BLOCK 211 BUILDING #29 38.8' PLAT LIMITS 75.00 N.W. 107th STREE 75' R/W (IMPRO ni 14.8' BLOCK CORNER tkPP .. 0H:4 E0 44E V1 N\* I i 1■iogiH M►M41,R . *II WOWS '900g4 GAwL-tint.) \iv1n1-9 low ova ,Nyolo q `9ooe Any pa, 7 zoo d 1e koo1 -. O. 00 (.-tv) = o 002z4 x x 1.0 x(1.o xI4la) \I= 1 ¢lo rn 1 i4 U A..= * a O Design -Build Group, Inc. Consulting Engineering Certificate of Authorization #8609 9960 S.W. 37th Terrace. Miami, Florida.33165 Tel: (305) 785.3300 4417r=. T 0 - lb W i N vov Its m oo r.( ..ov1e 4 6197_ — I.Di A t 2t coo 41,p Stivi e 1.10 T. f d �� 0 r4- _ 46.4 - 1.0'01 - t - D.1 b 1 = - 2.' r� = *4 - 1 - (- pie)) = ÷ 47. PyF r+,_ 46.4 - I.I - (+ 1p ))= p4= 4 t.4 ( 0.12 -(_o.i )_ + �i.o *rF y ooKo Qk = t'sn G 4 = - I.o �i r + > = e l.00, - 46.4 _ -q. 07 1 2 F r74 = (� o_(_cI)) 46.4 4 r p. DRAWING 94©0 W , 0 , 4 4 1 414 ( oo) PROJECT 91,1N) VoN6051 2ejti1w w79 \i0 q0N 1( t O i JOB No. DATE 1 111 Iw'o DRAWN BY SHEET I �� A� �1FV61'oN d Nv1iaioW O 4) AO Vr i .ePeP 61 .4%/N 4 = - 1.10 +1.0 At = lovle 4 6,6 = - 0 .85 rii.= 4b..le Is 9- (-F 0.1E99 = - = X6.4 (-i. -+' ti41.4- 1 = 4.4 (t 1.0 --(-0.10))== 4 94.0'0 °Vo OO A-e = ..ovie ti Ucr= -1:0 v.°IS ® At = 40. Inne q- 46r= -1.a +e2.b. 0 1 46-4- - 9707 pq _ 46.40- -+ 57.41 0 r 4e4 (1.0 ptiF 1 = (± 049 = +47.e7r*F Design -Build Group, Inc. Consulting Engineering Certificate of Authorization #8609 9960 S.W. 37th Terrace. Miami, Florida.33165 Tel: (305) 785.3300 DRAWING PROJECT I2692460es g elt3VJ ■O79t moult m I prA I i fL 4 V104 t4 t(AAe JOB No. DATE 1111' I O DRAWN BY SHEET h r 6r J INpOW A 1.bb 6 4 A 4= 9.10 1.Fr avle 4 ©p. `-- G 1:4F ' F r4 = 4 cif. P* P r4 = 4•94=efp Design -Build Group, Inc. Consulting Engineering Certificate of Authorization #8609 9980 S.W. 37th Terrace. Miami, Florida.33165 Tel: ( 305) 7853300 DRAWING PROJECT - (111H3 Kjpa(hue2, im iorick N ©w-t tAk&vm 1 JOB No. DATE II I o p DRAWN AV BY SHEET O C �n ,.7` �.�o �.. .. 4 nO �... alb .�. .. ....q M -.. . . .s .... S t p idawi t ~E?P fto MIAMI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Therms -Tru Corp. 118 Industrial Drive Edgerton, OH 43517 SCOPE: This NOA is being issued under the applicable rules and regulation governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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: Component Approval - Plastics - Therma -Tru Fiberglass Door Skin APPROVAL DOCUMENT: Drawing No. S- 2157 -A1, titled "Fiberglass Skin Component Approval", sheets 1 through 3 of 3, prepared. by RW Building Consultants, Inc., dated 8/14/01 with revision "3" dated 03/27/06, prepared by R.W. Building Consultant, Inc., signed and sealed by Wendell Haney, 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 Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 renews NOA # 03-1210.07 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 Jaime D. Gascon, P.E. 1, 0(. MLtMI DADE COUNTY, FLORIDA METRO -DADB FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www NOA No 06- 0406.11 Expiration Data January 18, 2012 Approval Date July 13, 2006 Page 1 Therma -Tru Coraoratiion C. CALCULATIONS 1. None NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. S - 2157 - A1, titled "Fiberglass Skin Component Approval ", sheets 1 through 3 of 3, dated 8/14/01 with revision "3" dated 03/27/06, prepared by RW Building Consultants, Inc., signed and sealed by Wendell Haney, P.E. B. TESTS 1. Five Year Weathering Test for TCM, BTC, & PVC, prepared by Subtropical Testing Service, signed by Lon Hicks, P.E. "Submitted under 03 2. 4500 hours Xenon Arch Test for SMC, TCM, & PVC, prepared by Subtropical Testing Service, signed by Lon Hicks, P.E. "Submitted under 03 1210.07" 3. Tensile Property Test for SMC, TCM, PVC, & RTS, prepared by ETC Laboratories, Test Report No. ETC - 741 - 10921.0, signed and sealed by Joseph L. Doldan, P.E. "Submitted under 03 4. Test Reports for "Self Ignition ", "Rate of Burning ", and "Smoke Density", prepared by ETC Laboratories, Test Report No. ETC - 741 - 11250.0, signed and sealed by Joseph L. Doldan, P.E. "Submitted under 03 5. Letter of Explanation of lite frame composition by Therma -Tru, dated by 1214/01, signed and sealed by Steven P. Kepler, P.E. "Submitted under 03-1210.07" D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. None E -1 J D. Gascon, P.E. Chien Product Control Division NOA No 06-0406.11 Expiration Date: January 18, 2012 Approval Date: July 13, 2006 Therma-Tru Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER 1, Letter stating that the reason for this revision is to show changes due to manufacturing tolerances, dated December 9, 2003, signed by Rick Wright. "Submitted under 03- 1210.07" 2, Notice of Acceptance No. 03- 1210.007, issued to Therma -Tru Corporation for their Plastics Components Approval- Therma -Tru Fiberglass Door, approved on 05/27/04 and expiring on 01/18/07. E -2 Jaime D. aeon, P.E. Chief, Product Control Division NOA No 06-0406.11 Expiration Date: January 18, 2012 Approval Date: July 13, 2006 TABLE OF CONTENTS SHEET # DESCRIPTION 1 CLASSIC —CRAFT FIBERGLASS SKIN 2 FIBER— CLASSIC FIBERGLASS SKIN 3 SMOOTH —STAR FIBERGLASS SKIN 0 d 3 8 c THERMA -TRU CORPORATION "PLASTICS LITE FRAME COMPONENT APPROVAL" 118 INDUSTRIAL DRIVE EDGERTON, OHIO 43517 PH. (419) 298 -1740 Notes: 1. Type of Door Skin 2. Color 3. Tensile Strength 4. Process 5. Mfg. Facility MINIMUM SKIN THICKNESS 6'8 Door Panel = 0.090" +/- 0.010" 8'0 Door Panel = 0.125" +/- 0.010" Classic —Craft Fiberglass Skin — SMC: Sheet Molding Compound (Therma —Tru's Fiberglass) — Oak (Tan) — 6,000 psi — Molded in Grain (Red Oak deep grain) — Therma—Tru Indiana, 108 Mutzfeld Road, Butter Indiana 46721 st die Midi Magner ./, SCALE: M gto 00 ,__ BUILDING CONSULTANTS, INC. 813.659.9197 DATA 8/14/01 N.T.S. DWG. BY: TJH ctac. Br: RW DRAWING NO.: S- 2157 —A1 SHEET 1 OF 3 Notes; 1. Type of Door Skin 2. Color 3. Tensile Strength 4. Process 5. Mfg. Facility MINIMUM SKIN THICKNESS 6'8 Door Panel = 0.065" +/— 0.010" 8'0 Door Panel = 0.110" +/— 0.010" I Fiber— Classic Fiberglass Skin — SMC: Sheet Molding Compound (Therma —Tru's Fiberglass) — Oak (Tan) — 6,000 psi — Molded in Grain (Red Oak standard grain) — Therma—Tru Indiana, 108 Mutzfeld Road, Butler Indiana 46721 IPMODIVIIIII Aceeptaimi w i '0 (n ce �z o W co M M N N 0 , r r5c`l-z BUILDING CONSULTANTS, INC. 813.659.9197 DATE: 8/14/01 SCALE: N.T.S. DWG. Br: TJH CHIC. BY: RW DRAWING NO.: S- 2157 -A1 SHEET 2 of 3 Notes: 1. Type of Door Skin 2. Color 3. Tensile Strength 4. Process 5. Mfg. Facility } MINIMUM SKIN THICKNESS 6'8 Door Panel = 0.070" +1— 0.010" 8'0 Door Panel = 0.070" +/— 0.010" Smooth—Star Fiberglass Skin — SMC: Sheet Molding Compound (Thermo —Tru's Fiberglass) — Smooth (White) — 6,000 psi — 80 Grit Brushed (smooth no grain) — Therma—Tru Indiana, 108 Mutzfeld Road, Butler Indiana 46721 vitoDucrestawas ift 1» 1�t NNW r Atavism )0 ZJ« =r,J Ih cV 2 BUILDING CONSULTANTS, INC 813.659.9197 DATE: 8/14/01 SCALE N.T.S. DWG. BY: TJH CHK. BY: RW DRAWING NO.: S- 2157 —A1 SNEEr 3 of 3 Search Results - Applications M TypelManufacturer Validated By Status FL13459 New Therma -Tru Corporation Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies Ryan ). King, P.E. (813) 787 -8283 Approved *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and /or the Commission if necessary. Florida Building Code Online FFLORIDA. PARTMEI T mun� airs iousir�dc rauw, , iEwDPVET R ENCY� (. MANAGEMENT OFiCF oF,7H $E0i441. - BCIS Home 1 Log In 1 User Registration 1 Hot Topics Product Approval USER: Public User Product Approval Menu > product or Application Search > Application List Submit Surcharge 1 Stets & Facts 1 Publications 1 FBC Staff 1 BCIS Site Map Links 1 Search Search Criteria Code Version Application Type Category Application Status Quality Assurance Entity Product Model, Number or Approved for use In HVHZ Impact Resistant Other 2007 FL# ALL Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired NameALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL Refine ? rch 1 9 ALL ALL 13 ALL ALL ALL ALL ALL http : / /www.floridabuilding.org/pr /pr app_lst.aspx Department of Community Affairs Florida Bulking Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 O 2000 -2010 The State of Florida. All rights reserved. L h l Page 1 of 1 urr x n k PR9GR nMs 0.091: CI privacy Statement I Copy ght Statement I AcrecstMlity Statement I P1up -ln Software i Citetnm r Servke Swrvev (Contact Ue Product Approval Accepts: 12/27/2010 Florida Building Code Online si -ha�u DEVECOPMEHVYNY GE4 FFCEb r SECRETARY BUS Home 1 I.og In 1 User Registration 1 Hot Topics 1 Submit Surcharge 1 Stets & Facts 1 Publications Product Approval USER: Public User Product Aooroval Menu > product or Aoolicatlon Search > Aoolication Ust > Application Detall FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone/EmaII Authorized Signature Technical Representative Address /Phone /EmaII Quality Assurance Representative Address /Phone /EmaII Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL13459 New 2007 Approved r Therma -Tru Corporation 118 industrial Drive Edgerton, OH 43517 (419) 298 -1740 sjasperson@tttechnologies.us Vivian Wright rickw @rwbidgconsultants.com Exterior Doors Swinging Exterior Door Assemblies ?ce uoMr 9CA. PROGRAMS ccrz rnatin Lyndon F. Schmidt, P.E. FBC Staff 1 BQS Site Map 1 Unks 1 Search Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer F Evaluation Report - Hardcopy Received PE -43409 National Accreditation and Management Institute 12/31/2011 Ryan 7. King, P.E. F Validation Checklist - Hardcopy Received FL13459 RO COI CERTIFICATE OF INDEPENDENCE.odf $ tandard ASTM D1929 ASTM D2843 ASTM D635 TAS 201, 202, 203 Page 1 of 2 Year 1996 1999 2003 1994 http : / /www.floridabuilding.org/pr /pr app dtl. aspx ?param= wGEVXQwtDquQVxydMPw... 12/27/2010 Summary of Products FL # Model, Number or Name Description 13459.1 a. Benchmark by Therma -Tru 6'8 "Smooth Surface" or "Wood Grain" Fiberglass Single Door - (X) Inswing or Outswing Configuration Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 13459.1 for Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars. Installation Instructions FL13459 RO II Inst 13459.1.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL13459 RO AE Eva) 13459.1.pdf Created by Independent Third Party: Yes 13459.2 b. Benchmark by Therma-Tru 8'0 "Smooth Surface" or "Wood Grain" Fiberglass Single Door - (X) Inswing or Outswing Configuration Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 13459.2 for Design Pressure Ratings, any additional use Ilmitations, Installation Instructions and product particulars. Installation Instructions FL13459 RO II INST 13459.2.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL13459 RO AE EVAL 13459.2.pdf Created by Independent Third Party: Yes 13459.3 c. Benchmark by Therma-Tru 6'8 "Smooth Surface" or "Wood Grain" Fiberglass Single Door - (X) Outswing Configuration Direct to Masonry Installation Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 13459.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. installation Instructions FL13459 RO II Inst 13459.3.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL13459 RO AE Eval 13459.3.pdf Created by Independent Third Party: Yes Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved 01/28/2010 03/01/2010 03/06/2010 04/07/2010 Back I Department of Community Affairs Florida Bullring Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2010 The State of Florida. All rights reserved. Statement I CCopytight Statement 1 Arcessihilltv Statement I plug -in Software I Customer Servica Survey I Contart U t Product Approval Accepts: ICI Next I Page 2 of 2 http:/ /www.floridabuilding.org /pr /pr app_ dtl. aspx ?param = wGEVXQwtDquQVxydMPw... 12/27/2010 TABLE OF COMBOS SHEET It DESCRIFTION 1 Typical elevations. design pressures & general notes 1 2 Door panel details 3 Horizontal cross sectors 4 Vertical cross sections and bid of materials 5 Frame anchoring and componets Benchmark ,„1HERMAIIR 1 1 8 INDUSTRIAL DR., EDGERTON, O 4351 7 "Smooth Surface" and 'Wood Grain" FIBERGLASS DOOR OUTSWING DIRECT TO MASONRY INSTALLATION GENERAL NOTES 1. This product has been evaluated and Is in compliance with The 2007 Florida Building Code (FBC) structural requirements including the °High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shad be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wad dressing or stucco. 3. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 4. Outswing configurations using the high water dam threshold Rem #4 meet water infiltration requirementsfor°HVHP. 5. Outswing configurations using sill item #3 do not meet the water infltration requirements for the'HVHZ" and shall be installed only in non - habitable areas or at habitable Locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 0 37.56*MAX. FRAME WIDTH 0 0 1 • 0 z we 1/25/10 seam N.T.S. DM Ws AL sac. ew LFS naorx6 cma FL- 13459.3 slaw J or_5 TA 0 0 0 2 z 2 0 0 ro ,- ,,. , � Smooth Surface" A "Wood Grata" OUTSWING 37.56" x 80.50" +65.0 -65.0 Benchmark ,„1HERMAIIR 1 1 8 INDUSTRIAL DR., EDGERTON, O 4351 7 "Smooth Surface" and 'Wood Grain" FIBERGLASS DOOR OUTSWING DIRECT TO MASONRY INSTALLATION GENERAL NOTES 1. This product has been evaluated and Is in compliance with The 2007 Florida Building Code (FBC) structural requirements including the °High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shad be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wad dressing or stucco. 3. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 4. Outswing configurations using the high water dam threshold Rem #4 meet water infiltration requirementsfor°HVHP. 5. Outswing configurations using sill item #3 do not meet the water infltration requirements for the'HVHZ" and shall be installed only in non - habitable areas or at habitable Locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 0 37.56*MAX. FRAME WIDTH 0 0 1 • 0 z we 1/25/10 seam N.T.S. DM Ws AL sac. ew LFS naorx6 cma FL- 13459.3 slaw J or_5 TA 0 0 0 2 z 2 0 0 ro 35.81 °MAX. DOOR PANEL WIDTH -.. 8 X 2 -1/2° PFH SCREW (TYP. 4 CORNERS OF PANEL) L DETAIL A-A O DOOR PANEL 'Smooth Surface° Wtood Graff DOOR SKIN 0.070° THK. (Fy = 6.000 PSI NM.) CORE MATERIAL: POLYURETHANE FOAM (PUR.1.9ms. MIN. DENSITY) 00000000 0000000 00000000 00000 0 00000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 � 0000000 00000 0000 00/ 00000 00 0000000 00000000 0000000 00000000 DETAIL A-A PANEL REINFORCEMENT (0.023° Thick Steel) STEEL REINFORCEMENT v c 00 o 28.86% OPEN AREA MAX. DOOR SIGN KWIKSET KWIKSET LOCK: 200 DEADBOLT: 600 LOCK: 700 DEADBOLT: 700 18 19 18 19 #149rAgROX:Mill POSI)11(.k��: Tom;: +65.0 +65.0 -65.0 -65.0 O TOP RAIL Comp. 4.07 ° HORIZONTAL CROSS SECTION EXTERIOR INTERIOR 4 FOAM CORE O HINGE SIILE Wood h1.53° O BOTTOM RAIL Comp. STEEL REINFORCEMENT EXTERIOR STEEL REINFORCEMENT INTERIOR O VEIMCAL CROSS SECTION J 1 0 0 m1E 1/25/10 SCALE. N.T.S. oao. on AL ciao er: LFS DRAWING Nas FL- 13459.3 sm 2 of 5 0 O 0 134I 1 lig ® 0 0 0 O lim m a . .111Mer (MA 0 ti 0 O 3 HORIZONTAL CROSS SECTION OutOut 6 g configuration 0 00 0 HORIZONTAL CROSS SECTION $ O / utswiin l g g configuration EXTERIOR EXTERIOR INTERIOR � 1 I yin I II ink \ \ \\ 0 EXTERIOR INTERIOR INTERIOR CD HORIZONTAL CROSS SECTION Ou wng configuration O 0 0 INTERIOR nn Fr 0 EXTERIOR 4 HORIZONTAL CROSS SECTION 3 O .6-9/16' g 0 0 DNB 06/17/08 SCAM N.T.S. owe er: JK mac er: LFS DRAW + NO. FL- 13459.3 SHED' 3 of 5 BILL OF MATERIALS ITEM DESCRIPTION MATERIAL C MAX. 1/4" SHIM SPACE WOOD D 1/4" X 2 -3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1/4" X 2-1/4" PFH ELCO OR ITW CONCRETE SCREW STEEL G 3/16" X 2 -3/4" PFH ITW CONCRETE SCREW STEEL H 3/16" X 2-1/4" PFH ITW CONCRETE SCREW STEEL 3 OUTSWING BUMPER THRESHOLD (RB & BMTT) ALUM./COMP. 4 OUTSWING HIGH WATER DAM THRESHOLD ALUM. /COMP. 8 JAMB (PINE) 4-9/16" SG >= 0.42 WOOD 9 JAMB (PINE) 6 -9/16" SG > 0.42 WOOD 11 HINGE (4" X 41 STEEL 14 LATCH STRIKE PLATE STEEL 15 SECURITY STRIKE PLATE STEEL 26 #9 X 1" PFH WS STEEL 27 #9 X 3/4" PFH SCREW STEEL 30 SMOOTH SURFACE/WOOD GRAIN DOOR FIBERGLASS VERTICAL CROSS SECTION Outssw� g configuration jamb INTERIOR EXTERIOR 33 VERTICAL CROSS SECTION 4 Outs Ing configuration See general notes, sheet 1 for "HVHZ" water infiltration requirements 1 VERTICAL CROSS SECTION 4 49/16° o b oon INTERIOR EXTERIOR 44 VERTICAL CROSS SECTION 4 general g no sheet 1 for °H VHZ" water infiRraBon requirements STRIKE JAMB MASONRY OPENING FRAME-/ 4-9/16° HEAD 6 -9/16" HEAD 1YP. @ HEAD 4-9/16° JAMB 6 -9/16" JAMB O TYP. © JAMB I 1 o FRAME ANCHORING HINGE JAMB Masonry Construction CONCRETE ANCHOR NO1ES: 1. Substitution of equal concrete anchors from a different supplier may have different edge distance and center distance requirements. 2. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. If concrete anchor locations noted as MAX. ON CENTER" must be adjusted to maintain the mtn. edge distance to mortar joints. additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimensions are not exceeded. 3. Concrete anchor table: IPH ELCO ITW MOOk 1/4° 1/4' 3/16° 1 -1/4° 1 -1/4' ........ .......... ..................... 2 -1/Y 1° AS SHOWN 3° 4° AS SHOWN HINGE DETAIL LATCH & DEADBOLT DETAIL 2.13" 3 THRESHOLD Outswing standard O THRESHOLD Outswing Hlgh Water Dam O HEAD & SIDE Jamb 49/16° 6Ji6° 9 HEAD & SIDE Jamb 6 -9/16" z U m cw. ar: LFS 0 Z OWE: 1/25/10 SCALES N.T.S. DWG. BY: AL DRAWING NDs FL- 13459.3 facer 5 OF 5 N Product Category Sub Category Manufacturer Product Name Exterior Doors Swinging Exterior Door Assembly Therma -Tru Corporation 118 industrial Dr. Edgerton, OH 43517 Phone 419.298.1740 "Smooth Surface" and "Wood Grain" Fiberglass Door Outswing Direct to Masonry Installation R W B R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report Report No.: FL- 13459.3 Date) February 22, 2010 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma -Tru Corporation based on Rule Chapter No. 9B- 72.070, Method 1d of the State of Florida Product Approval, Department of Community Affairs- Florida Building Commission. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product anchoring has been evaluated and is in compliance with the 2007 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. Site conditions that deviate from the details of drawing FL- 13459.3 require further engineering analysis by a licensed engineer or registered architect. 4. Outswing configurations using the high water dam threshold item #4 meet water infiltration requirements for "HVHZ". 5. Outswing configurations using sill item #3 do not meet the water infiltration requirements for the "HVHZ' and shall be installed only in non - habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 6. See drawing FL- 13459.3 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 06- 1031 -1 TEL 01460145 ATI 69877.01 - 106-31 2. Miami -Dade NOA NOA 06-0406.11 3. Drawing No. No. FL- 13459.3 Test Standard TAS 201 -94, 202 -94 & TAS 203-94 TAS 201 -94, 202 -94 & TAS 203-94 ASTM D 1929- 96(2000)e01, ASTM D 2843 -99 & ASTM D 635-98 (Polyurethane foam core) (ASTM D 635 is equivalent to ASTM D 635 - 03) Test Standard Materials (Fiberglass door skins by Therma -Tru) Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by RW Building Consultants, Inc. (CA #9813) RW Building Consultants, Inc. (CA #9813) Testing Laboratory Testing Evaluation Lab, Inc. Testing Evaluation Lab, Inc. Architectural Testing, Inc. 4. Calculations Product Anchoring Buck Anchoring 5. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma-Tru Corporation is manufacturing products within a quality assurance program that complies with ISO /IEC 17020 and Guide 53. PF 1528 Sheet 1 of 1 Signed by Wendell W. Haney, P.E. Lyndon F. Schmidt, P.E. Todd Burroughs Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. FL PE No. 43409 2/22/2010 R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Certificate of Independence RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named in the accompanying Florida Product Approval. R\Admin Docs \Certificate of Independence.doc Sheet 1 of 1 Lyndon F. Schmidt, P.E. FL No. 43409 February 3, 2010 MIAMI•DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld -Wen, Inc. (OR) 3737 Lakeport Boulevard 6 ' This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules a d Appe la s (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 "Jeld -Wen STEEL" 6'8" W/E Outswing Glazed Insulated Steel Door w /wo Sidelights - N.I. APPROVAL DOCUMENT: Drawing No. S -2105, titled "Series Wood Edge Glazed Steel Outswing Door up to 9' -0" x 6' -8" with & without Sidelites ", sheets 1 through 8 of 8, dated 12/13 /2001 with revision D dated 10/01/2007, prepared by PTC, LLC, signed and sealed by Eric S. Nielsen, 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 Division. MISSILE IMPACT RATING: None Impact Resistant SCOPE: LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 trier 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 # 02- 1216.09 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 Jaime D. Gascon, P.E. 10 ZS MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 372 -6339 www.m is m idade.Eov/b u ildingcode NOA No. 07- 0731.01 Expiration Date: August 15, 2012 Approval Date: November 15, 2007 Page 1 Jeld -Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. S -2105, titled "Series Wood Edge Glazed Steel Outswing Door up to 9'-0" x 6' -8" with & without Sidelites", sheets 1 through 8 of 8, dated 12/13/2001 with revision D dated 10/01/2007, prepared by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, PA 202 -94 2) Uniform Static Air Pressure Test, PA 202 -94 3) Water Resistance Test, PA 202 -94 4) Forced Entry Test, PA 202 -94 along with marked -up drawings and installation diagram of DoorCraft series OXXO configuration Outswing and Inswing opaque wood edge steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA-961W, dated 10/23/2002, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA# 02-1216.09) 2. Test reports on 1) Air Infiltration Test, PA 202 -94 2) Uniform Static Air Pressure Test, PA 202 -94 3) Water Resistance Test, PA 202 -94 4) Forced Entry Test, PA 202 -94 along with marked -up drawings and installation diagram of DoorCraft series OXXO configuration Outswing and Inswing glazed wood edge steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA -697W, dated 11/11/01, signed and sealed by Ramesh -C. Patel, P.E. with addendum letter dated April 11, 2002 also signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA# 02- 1216.09) 3. Test reports on 1) Air Infiltration Test, PA 202 -94 2) Uniform Static Air Pressure Test, PA 202 -94 3) Water Resistance Test, PA 202 -94 4) Forced Entry Test, PA 202 -94 along with marked -up drawings and installation diagram of DoorCraft series OXXO configuration Outswing and Inswing opaque wood edge steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA -697W, dated 11/11/2001, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA# 02- 1216.09) E -1 Jaime D. G : on, P.E. Chief, Product Control Division NOA No. 07- 0731.01 Expiration Date: August 15, 2012 Approval Date: November 15, 2007 I°° N N Nxikxxxxx 11 !Og p 4f N 0 C 8 A 10/01/07 Ds/26 0 10 /�oz 7 03/15/02 DATE 0 AS REQUESTED OV MMIR -LADE M00lf1ED 70 MEET THE 2004 FRC ADDED TRINITY FRAME GENERAL REVISION RCS O n O C8 IRK TJH BY 0 0 1 OO PRODUCT: EDGE GLAAZ am= DOOR W k T • x 8 '- PART OR ASSEMBLY; UNfr COMPONENTS JELD -WEN, INC 3737 LAKEPORT BLVD. KIAMA711 FALLS, oa 97601 PH. 541.8823451 0 w Ro A p 0 10 ADDED TRINITY FRAME ZRK 03/18/02 GENERAL REVISION TJH DATE RED Br PRODUCT: EDGE GLAZED STEEL OUTING DOOR gP TO 9 PART OR ASSEMBLY: GLAZING DETAILS b 10/01/07 AS REQUESTED BY WMI -DADE C OB 26/07 MOORED 70 MEET THE 2004 FBC CB JWJ JEL WEN, RNC 3737 LAKE PORT BLVD. WHAM FALLS, OR. 87801 PH. 541.882.3451 Jeld -Wen, Inc. (OR) B. TESTS (Continuous) 4. Test reports on: NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None E -2 1) Tensile Test, ASTM D 638 -03 along with marked -up drawings and installation diagram of the "Trinity Lite Frame ", prepared by Certified Testing Laboratories, Test Report No. CTLA- 1078H, dated 10/24/02, signed and sealed by Ramesh C. Patel, P.E. with addendum letter dated April 11, 2002. (Submitted under NOA# 02- 1216.09) 5. Test reports on: 1) Self Ignition Test, ASTM D 1929 -96 2) Surface burning characteristics Test, ASTM E -84 along with marked -up drawings and installation diagram, prepared by Intertek Testing Services, Test Report No. ITS J9906660 -001, dated 04/08/1999, signed and sealed by Douglas Tucker, P.E. (Submitted under NOA# 02-1216.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by PTC, LLC, dated 06/29/2007, signed and sealed by Eric S. Nielsen, P.E. Complies with ASTM E1300 -98/02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). F. STATEMENTS 1. Statement letter of conformance, no financial interest and independence, PTC, LLC, dated 06/26/2007, signed and sealed by Eric S. Nielsen, P.E. G. OTHER 1. Notice of Acceptance No 02- 1216.09, issued to Jeld -Wen, Inc. (OR) for their Series "Wood Edge Glazed Door w/ & w /out Sidelites up to 8'4 x 6'8 Outswing ", approved on 01/30/2003 and expiring on 08/15/2007. Jaime D. Gascon, P.E. Chief, Product Control Division NOA No. 07- 0731.01 Expiration Date: August 15, 2012 Approval Date: November 15, 2007 SHT / DESCUPTitbl 1 GENERN. NOTES AM 1YP1CAI. ELEVAi CIS 2 VIVA CROSS 5E0016 MD BILL OF WTERWIS 3 HORIZONTAL CROSS SECTS'S 4 HORIZONTAL CROSS SECTIONS MD NOTES 5 ANCH ORPIG LO ATEd8 AND DETMS 6 MC HNWIG LOCA11Qh6 AND DETAILS 7 NAM DETNLS OESGN PRESSURE RAMS IMORE WATER WAGON REITURBITIT IS NEEDED UWf TYPE CH SURFACE BOLTS WM OUT SURF= BOLTS San RAO SLVJ?ES DL OX X0. 0X0) +B5 psf -65 pa +50 pet -50 pst DOUBLE TOO SMUTS (ID4 OXX, XXO, O10[0) N/A +50 pd -S0 pst 0 11 vas 9° TYP 6" TYP. 3" 1YP. 11.125' TYP 6' 1Y P. {•- 3' TYP 1 011 111 111 II 111 0 11 11 G ED SEE PATE 5 - ON SHEET 4 SEE DETAIL 7 ON THIS Sff - 5.5 "1 ! I �- E 36.625' DP. E E 11 1 1 1 1 11 IYA - .4 1-- a 7' 4:1 I- Tw. f __, 11.625' 3 SEE NOTE 7 ON SHEET 4 SEE DETAI ON SHEET 5 DOUBLE DOOR WRIT S @ELITES ANCHOR WO ROPE WEWED FROM INTERIOR DETAIL 7 MIKE PLATES TO ASiRAGAL 5.51 0 81.25' MAIL FRAVE OA - 1 1 I 36.625' 1 DETAIL 1 STRIKE PIAIE5 TO JAMB 1TYPt 6 TYP. 11 SEE DETAIL 3 ,Z ON SHEET 5 i/ SPACES 0 11.54' SEE DETAIL r 8 ON IRIS SRL SEE NOTE 4 ON SHEET' 4 37.75' MAX. O.A. I FRAME WIDTH . I I al SEE DETAIL 4 ON SHEET 5 SEE DETAIL 7.375' ON THIS SHI 31' 31' SINGLE INNIUMOLLIKLIMMARAGESS WEWED FROM INTERIOR fF 1,0 14.01 Erio a Whoa Florida P.E No. 41323 CRC. LIB 1535 Coogan Street Sults CS Rada*. F rest Was* a Auttarizetion !O. use Prepared Bit' PTA LLC Phone 321 - 690 -1788 Fay 321-80 -1789 PRODUCT REVISED as complying witha:oFlorida Building Code �t Acceptance ° ' eT : 111. { 10 12 am. Division L Cannot gi hfl � g; IP 2 ra DATE 12 -13 -01 FrArl N.T.S. owo.BY: RN am, BY: RW 01%0003 Tao: S -2105 sits sr 6 av 8t6'M17d1 MEWED S/EEL OMEN a01QRMS 111111!1! MFGfUNIDAIl® Division 1 • 12 -13-01 net. N1N GM RtALNOTES 1. DES PRODUCT IS DtSTi 0 10 COMPLY NM THE 2004 FLORA BULDNO CODE (W/ 2005 & 2006 SUPPLEMENTS) 2. 2X 1100 BUCKS BY OTTERS, MIST BE ANCHORED PROPERLY 1O TRAtSDR7 LOWS TO HE MIXTURE .3. PRODUCT MOORS SHALL BE AS USTED AND SPACED PER AMOR LOCATION DRAM. AID EMBEDNeff TO BASE MATERIAL SWILL BE BEYOND NU DIENG 0? STUCCO. 4. SEE TA&E 1 OK THIS SIWET FOR DESIGN PRIME 1611I0. 5 1165 PRODUCT KM Riff NITER OMENS NS FOR 'one ZONES. SEE THE DESIGN PRESSURE CHNIT BZLON! 6. DOORS AND SKIMS REQUIRE MIAMI -DADE APPROVED IMPACT RESISTANT SHUTTERS. 7. MITES ARE AN OPTION A10 CAN BE USED IN A SSd.E M DOUBLE COIMIGURMIX & A LOAD DURATION MOSE 0V ALLOWABLE STRESS S USED IN DESIGN OF ANCHORS 0410 W000 OILY. R1Al tB&W..8IF30.000A(l llSB lkmnaa01515 ECCIRLSIFOONMIXTICtt Eggthats 24 go. (0.020 ) minimum Oddness, Gahrartized Steel A -525 commend apetity - AItQ per A51N 620 with avenge nMrdmum yield sire gth FAN.) = 47,575 psi. Wad= Evaded polystyrene with 1.0 to 125 fes./d dens* by Door Panel Construction. The actks and inactive panels are constructed from 240A. (0. 020' min.) galvanized steel The face street taps and bottoms we o v a rnsssu4ng 1.67" x 1.0" high. The bottom mil is rolled famed 0.021' galvanized steel measuring 1.87' wide x 1.21' high w/ a 1.845' x 3' tang x 0. 831" piece of pressed fiber board in the comers d the steel bottom which Is butted to the side stiles & secured w/ (1) 0.5' x 2' wire staple at each comer. The sides' of the face,,eieeet are roll formed onto the VA latch stile and Pandoroso Pine hinge ssUee which measure 1.67' x 1.0" The Interior cavity Is gee with palystivere. The fare sheets are glued to the polystyrene. The peels we ranted to receive the ODI. & Trinity Ute Frames. The Me frames we wet glazed on the interior. The units am glazed w/ 0.125' tempered glass. fixed Welke Panel Cent; The sash >s constructed from 24GA. (0.020' rte.) galvanized steel. The edges of the face sheet are bent 90' over the polystyrene core and ghnd to it. The side6te panels are routed to receive the ODD. & Trinity Ute Frames. The Re Trans are wet glazed on the bdmior and exterior. The units are glazed w/ a 125' tempered glass. Framre Censtnatios The frames are constructed from Ponderosa Foe Jambs meowing 1.25' wide x 4.563' deep. lire head jambs are mortised and butt joined to the side jambs and attached with (3) 16GA. 2' x 7/16' warn wire sties. The wilts use an aluminum bump face Pemle threshold measuring 4. 041' deep x 1' high. The threshold is attached to the frame with (3) 16G4. 2' x 7/18' crown sire staples. 8 I WIT COORWIN TABIEOFCON1194f8 81.25' MAX OA FINE /EMT 81.25' MAX OA FRAME HEIGHT .875 TYP .63' 74.5' MAX OA FRAME NTH .125' 36' WX OA PANEL NTH 36.625' MAX. 0A PANEL WIDTH W /ASTRAGAL 37.75' MAX OA FRAME WIDTH 36' MAX OA PANEL WIDTH tit 25' MAX 0.4. DLO. /EIGHT EYk FROI MDT (X111 X VAX OA PANEL HE C HT 8125' MAX 0A fRABg HEM .625" Snxhy C UNT fX) . YEKLEHEINEIge TARE 1: 81.25' WX OA FRAME HEIGHT .875" .63' .75* IYP. -- 70.25' TUX. 0A FRAME WIDTH .75' NUU. 8aT DP. 36'MAXDA PAM. MOTH 1.0illr nelson F1 P. S. PM la 1535 Cogged Street, Sults 1:25 lionlded0o. B F190 eere teats of kermudlon ND. 15.5' NM OA SDEUiE FRAME TNDTH 14' MAX. 0A PALL WIDTH 6' MAX. 09. 010. WIDTH 61 25' MAX. OA DLO. HEIGHT Ot115WIAID 1861 I/ METRES (ORO) V&WED Fl14 IN1 1 15.5' MAX. 0A SIDEUIE FRAME WIDTH 14' MAX OA PANEL 90111 6" MAX. OA 04.0. 63.125' MAX OA 0L0. WIGHT VASE OUISWMG UNIT y/ S6E'UTES (DXX0) 26922 FROK IN1E9R PRODUCTNEWED as compiying with the Florida Molding codo Acceptance No0 Prepared 8$ rML Phone: 321- 690 -1788 Fax: 321 - 690-1789 NTS BY: an RW Ixaeraia Pia: 5-2105 . 2 . :weer 1 eF_O_ CONCRETE/ MASONRY BY OTHERS 7112 IMF MIING2.11,14 1.11,1 t � 1171112 INSULATED TEMPERED GLASS G>OmMMI "- _ 0111[912, 1.41.14w1. aid! P7;ii�+►�� C-, l : l a. - 11 (1jlu�.'11J [j]8 x 1.50 LONG PANHEAD +'1 )■ 7Lr3 1 : �, 4 DOOR TOP RAIL, DOOR BOTTOM RAIL DOOR HINGE SALE 610 x 1.75' PFH WOOD SCREW LOCK BLOCK (FINGER IVIED PONDEROSA PINE) 3/18" MY TAPCON ANCHOR W/ 1.25' LOG MED. f>(PANDED POLYSTYRENE (1.0 to 1.25 OL/d 0119 BY JELD —WIN OUTSWING BUMP FACE THRESHOLD (BY PEMKO) • 1■ sue SHD1 0.25 MAX. HIGH PLASTIC OR GREA KWIKSET 400 SERIES KNOB KWIKSET TITAN 700 SERIES DEADBOLT NOT SHOWN L F SHEET 24GA. 0.+ +' MIN. + LATE FRAME S. + SPARTEH H . YCOM - . + C13 TED MULLION BAR .75" x 4 ,y." x 81.2 ALUMINUM EXTRUDED ASTRAGAL BY I " a ASTRAGAL STRIKE PLATE (BY IMPERIAL) YALE KNOB HERITAGE SERIES YALE DE4DBOLT HERITAGE SERIES (NOT SHOWN) SIDE= FRAME HEAD, SILL AND JAMBS (FINGER JOINTED PONDEROSA PINE) 000R LATCH STRIKE PLATE DOOR LATCH DEAD BOLT STRIKE PLATE r INSULATED TEMPERED GLASS (BY PPG) UTE FRAME 1" I.G. (SPARTECH POLYGON PP5530 C13) OPTIONAL 00OR BOTTOM RAIL CORNER BLOCKS MULLION CAP (81.25' LONG) • STEEL Nt000 STEEL WOOD STEEL. FOAM ALUMINUM . :11� • _ 1.50 MIN. 0.25" EMB. MAX. SHIM 81.25" MAX. 0.A. FRAME HEIGHT } 1.25" MIN. EMB. EE DETAIL 5f ON SHEET 5 SEE N ON S FOR OPTONAL 1/2 & 1 I.G. SEE SHEET 17 SEE NOTE 2 ON SHT. 4 SEE NOTE 9 ON SHT. 4 2.5" MIN. EDGE DIST. AA VERTICAL CROSS SECTION W WITH BUMP THRESHOLD 1.75" MIN. PANEL THK. 0.125" MIN. GLASS THK. 80 0" MAX. 0.A. PANE HEIG CONCRETE/ MASONRY BY OTHERS 1.50" MIN. 0.25 EMB• MAX. SHIM 1.00 MIN. EMB. EE DETAIL 5f ON SHEET 5 SEE NOTE 8 ON SHT. 4 SEE NOTE 2 ON SHT. 4 81.25" FOR OPTIONAL O.A. 1/2" & 1 I.C. FRAME SEE SHEET 17 HEIGHT SEE NOTE 2 ON SHT. 4 SEE NOTE 6 ON SHT. 4 SEE NOTE 8 ON SHT. 4 SEE DETAIL 5 ON SHEET 5 1.75 MIN. PANEL THK. 0.125" MIN. GLASS THK. .75 2.5" MI MIN. EDGE DIST. VERTICAL CROSS SECTION W AT SIDELITE SASH SEE NOTE 3 ON SHT. 4 SEE NOTE 3 ON S 4 80.0" MAX. 0.A. PANEL HEIGHT CONCRETE/ MASONRY BY OTHERS (P Witt 5 Erb & Wien • Florida P. E. N . 41323 1535 OaspNell ftsd. Suite C335 Raddedge. Rondo 32955 POPE Coma* of Padotatbp Na 2505 a LOl k 101 Woo Ede MINN P. 5. No. 41323 PIC. MC 1535 Dwell Stmt. R"dd O 32E55 P E 0•15:414 d NO"PEOeaa as UM Prepared By PTC, LLC Phone: 321 -690 -1788 Fax: 321 -690 -1789 81.25" MAIL OA FRAME HBGHT SPACES 0 13.85' 74.5 MAX. OA FRAME WIDTH SEE DETAIL 1 ON TEAS SIE DOUBLE DOOR WOHOUT SIDEUTES ANCHOR LOCATIQNS WEWED PROM INTO *---� 12.125" TYP. SEE DETAIL 2 ON DOS SHT. QETAtL 1 - 0 HEAD AV DETAIL 2 - 0 THRESHOLD DETAIL 3 - 0 HEAD JAMB ASTRAGAL STRIKE PITS ASTRAGAL STRIKE PLATE SURFACE HOLT STRIKE PLATE SEE DEEM_ 6 ON SHT. 6 81.25' NAL 0A FMK HEIGHT SEE DETAIL ON SHE 6 4.5' TYP. -- 3' -- 3" VP. --� .15" MIN C - SINK. —8.58" TYP. 6" TYP. —I 3" TYP. SEE DETAIL 6 ON SHT. 6 12 -13-01 soLD N.T.S. CO PC MO. BY: WLN CHIC IN RW Division Prepared Os PTC, LLC Phone: 321 -690 -1788 Fac 321-690 -1789 r'740. DUCT fill:VI D tunrt}n v.th the Flmidil Building Acceptance No Date DALE 12 - SOLE N.T. DRAMINO NM S -21 s4EET 2 of PRODUCT REVISED Florida es complying with die Building Codc Acceptance .11lif • r, 1.6.L.41 Con of e 1 2 1 �.S 2 4 /i 1 a a Ea No 8 V .12 DRAMNO NO: S -2105 Mu 5 aF ADC) 0 0 ®®00® Vird )97, ®0 ©0© ®4000 FOR OPTIONAL -1/2' & 1' LO SEE SHEET 17 tom SEE NOTE 3 ON SHT. 4 SEE NOTE 4 ON SHT. 4 SEE NOTE 6 ON Stilt' 4 0,75' SEE DETAIL 5 ON SHEET 5 SEE NOTE 5 ON SHE 4 SEE WE 261 ON SHT. HORIZONTAL CROSS SECTION AT SIDELITE TO LATCH JAMB 1. SPACING FOR ITEM 126 THE 110 x 1' PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL 10 THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN & THE BOTTOM UP; 1.0; 2.5 4.0; 5.5 13.0; 18.0' & 26.0 ". 2. SPACING F O R I T E M 12 3 T H E 18 x 1 1/2' PLASH REW IS AS FOLLOWS: 3.0' 114 FROM EACH CORNER, ONE IN CENTER. ON THE SIDES. VERTIfi1LLK FOR 6014 DOOR & SIDEUIE PANELS: 3.0; 13.0 26.0; 39.0; 52.0', & 63.0'. 3. SPACING FOR REM 131, THE 16G4. x 3/4' BRAD TRIM NAIL ATTACHING THE 3/8' QUARTER ROUND TO THE SIDEIITE & ITEM 159, THE 16G4. x 1" BRAD TRIM NAIL ATTACHING THE MULLJON CAP TO THE MULLION 15 AS FOLLOWS: TOP & BOTTOM HORIZONTALLY (FOR 3/8' QUARTER ROUND); 1.25' IN FROM EACH CORNER WITH (1) NAIL MID -SPAN. ON Tiff SIDES VERTICALLY: 1.25' FROM EACH END & SIX MORE EQUALLY SPACED ON THE FIELD. 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM 125, A 18 x 2 1/2' PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE 10 THE JAMB AND SIDELITE JAMB AT THE MUWON USE ITEM 124, A 18 x 2' PRI WOOD SCREW. 5. SPADWG FOR ITEM /25 THE 13 x 2 1/2' PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MUWON, IS AS FOL LOWS: 6.0" FROM EACH VERMTCAl CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, 6. THE SIDEIJTE PANEL IS SECURED INTO THE SIDEUTE JAMB W/ ITEM 129 SILICONE CAULK ON THREE SIDES AND 3/8' QUARTER ROUNDS SECURED WITH ITEM 131 BRAD TRIM NAILS x 3/4' LONG. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND BLOCK USE ITEM 127, A 110 x 2' PFH SCREW. WHEN ATTACHING THE HINGE 10 THE JAMB AND SIDELITE •AMB AT THE MUWON USE ITEM 114, A 110 x 1 3/4' PFH WOOD 8. SPACING FOR ITEM 149 THE 16 x 1 1/2" PANHEAD SCREW (TRINITY UIEFRAME) IS AS FOLLOWS: 0000 LREFRAME FROM 1Iff TOP DOWN VERTICALLY: 3.25", 10.625", 18.0625", 25.4375 32.8125', 40.1875; 47.625', 55.0' & 62.375'. DOOR UTERINE TOP & BOTTOM. FROM RIGHT TO LEFT; 3.251 11.875' & 20.3751 SIDELITE UIURAME FROM THE 10P DOWN VERTICALLY: 3.25', 18.0625; 32.8125; 47.5625` & 62.625'. SIDEUTE UIEF18WE 100 & 607101. FROM THE LEFT (1) AT 4.4375' 9. ALTERNATE CONCRETE/MASONRY INSTAIIAITON ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR ME PROJECT OF INSTALLATION. 10. USE ITEM 151 WHEN INSTAWNG INTO WOOD SUBSTRATE AT HEAD & JAMBS. USE REM 125 WHEN INSTAWNG INTO MULLIONS. USE ITEM / 16 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDEUTE SILLS. EXTERIOR 0125' MIN. GLASS 1HK INTERIOR FOR OPTIONAL 1/2" & 1' LG. SEE SHEET 17 I SEE MOTE © ON pg. 4 fTh HORIZONTAL CROSS SECTION 4 AT SIDELITE TO HINGE JAMB j 1.50' MIN. EMBED. 1.75' MIN. PANEL MK SEE NOTE 5 0 ON SHT. 4 SEE DETAIL 5 ON SHEET 5 0.25' MAIL SHIM SEE NOTE 3 ON SHL 4 SEE N01E 2 ON SHT. 4 SEE NOTE 6 ON SHT. 4 SEE DETAIL 5 ON SHEET 5 0.125' MIN. GLASS MX 0.75' FOR OPTIONAL. 1/2' & 1" LG. SEE SHEET 17 EXTERIOR INTERIOR SEE NOTE 7 ON SHL 4 4 HORIZONTAL CROSS SECTION AT SIDELITE TO BUCK Edo S. Nielsen florid* P. E Na 41323 1535 Cowell Street. Sub C25 Root pe, Rod& 32053 WE Wads of rma*ado* n 25118 SEE NOTE 2 ON SHIT. 4 SEE NOTE 6 ON SHL 4 FOR OPTIONAL 1/2' & 1' LG.- SEE MEET 17 Prepared By: PTC, LLC Phone: 321-690-1768 Fox 321-M0 -1789 as complying with i b Flo ids Cods Acceptance Frcalutt Control •0I Division fs 8 5 1 ak Da: 12 -13-01 SUM N.T.S. Oro. BY: WIN aac, et 014 5/%5414 N .: 5 -2105 star 4 or SEE NOTE 4 ON MT. 4 EMBED. 0.25' MAIL 1.50' MIN SHIM ®m SEE DETAIL 5 ON SHEET 5 FOR OPTIONAL 1/2' & 1' LG. SEE SHEET /7 n HORIZONTA C ROSS SECTION ETC JAM SUCK rn HORIZONTAL CROSS SECTION Al' IMPERIAL ASTRAGAL SEE NOTE 2 ON SHT. 4 0.125' MR. GLASS D4C SEE NOTE 2 ON SHT. 4 ("0 HORIZONTAL CROSS SECTION 1/4.3_1 HINGE JAMB TO BUCK 1.75' MIN. PANEL THK i SEE DETAIL 5 ON SHEET 5 :li9;iU; SEE NOTE 1 014 SW. 4 cz O 0 0.5' MAX. SHIM 1.50' MHN. EMBED. L01µ0 Edo S. Wow Florida P P E No. 41323 1535 Cowell Strut, Sub C25 Sodded0s. &tido 32405 WE WOO d pie*tmem NO. 2f4136 SEE NOTE 7 ON SHT. 4 ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) 0.31 DUI. x 9.0' LG. AT TOP & BOTTOM HORIZONTAL CROSS SECTION J SURFACE BOLT MOUNTING Prepared 8y Ar' ' PTC, U.0 Phew 321 - 690 -1788 Fax: 321 -690 -1789 PRODUCT REVISED as complying with the Florida Bu:7di tg cods Ac eptanceNoo - Exp' Date • -1 Predu10C uo1 . /2 ei � �V N a 8 O 0 1 as CAM 12 -13-01 N.T.S. no. en RN OK er: RW OxAwaa) Naa S -2105 swEr _3_ or_8 MIAMI• COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 372 -6339 www.m iamidade.00tobuildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami —Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Division 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. CRIPTION: er►es "SA 't7ttt►l+ta Aluminum un Wit; APPROVAL DOCUMENT: Drawing No. W01 -66, titled "SH -7700 Single Hung Flange Impact Windov -, sheets 1 through 5 of 5, dated 05/27/09 with the latest revision dated 01/19/10, prepared by Lawson Industries, Inc., 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 Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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. 08-0825.17 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 09-0706.09 Expiration Date: December 27, 2011 Approval Date: February 10, 2010 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W01-66, Sheets 1 through 6 of 6, titled "SH -7700 Single Hung Flange Impact Window", sheets 1 through 5 of 5, dated 05/27/09 with the latest revision dated 01/19/10, prepared by Lawson Industries, Inc., signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI- 09 -2530A and HETI- 09- 2530B, dated 03/02/09, all signed and sealed by Candido F. Font, P. E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI -08 -2003 C, HETI -08 -2004 A, HETI -08 -2060 A, HETI -08 -2060 B, HETI -08 -2061 A, HETI -08 -2061 B, HETI -08 -2062 A HETI -08 -2062 B, HETI- 08- 2063A, HETI- O8- 2063B, HETI- 08 -2064A and HETI -08- 2064B, dated 03/15/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08-- 0825.1 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 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -2987 and FTL -2986, dated 04/03/01 and 03/27/01, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under previous NOA No. 06-0406.08) E -1 Jaime D. Gascon, ' . E. Chief, Product Control Division NOA No. 09-0706.09 Expiration Date: December 27, 2011 Approval Date: February 10, 2010 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by Lawson Industries, Inc., dated 05/28/09 with the latest revision dated 01/18/10, signed and sealed by Thomas J Sotos, P. E. Complies with ASTM E1300 -02/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glasso Interlayer" dated 05/13/09, expiring on 01/14/12. 2. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05 /13/09, expiring on 12/11/10. 3. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance, dated June 19, 2009, signed and sealed by Thomas J. Sotos, P. E. 2. Statement letter of no financial interest, dated May 28, 2009, signed and sealed by Thomas J. Sotos, P. E. 3. Laboratory compliance letter for Test Reports No.'s HETI - 09 - 2530 A and HETI -09 2530B, issued by Hurricane Engineering & Testing, Inc., dated 03/02/09, all signed and sealed by Candido F. Font, P. E. 4. Laboratory compliance letter for Test Reports No.'s HETI - 08 - 2003 C, HETI-08-2004 A, HETI -08 -2060 A, HETI -08 -2060 B, HETI -08 -2061 A, HETI -08 -2061 B, HETI -08 -2062 A, HETI -08 -2062 B, HETI- 08- 2063A, HETI- 08- 2063B, HETI- 08 -2064A and HETI- 08- 2064B, issued by Hurricane Engineering & Testing, Inc., dated 03/15/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08- 0825.17) 5. Laboratory compliance letter for Test Reports No.'s FTL -2987 and FTL -2986, issued by Fenestration Testing Laboratory, Inc., dated April 03 and March 27, 2001, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under previous NOA No. 06- 0406.08) E -2 Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09- 0706.09 Expiration Date: December 27, 2011 Approval Date: February 10, 2010 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Testing Proposal No. 07 -3077 for this product, dated August 9, 2007 issued by this office and signed by Manuel Perez, P.E. (Submitted ruder previous NOA No. 08 -0825.1 G. OTHERS 1. Notice of Acceptance No. 08-0825.17, issued to Lawson Industries, Inc. for their Series "SH- 7700" Aluminum Single Hung Window — L.M.I., approved on 12/18/08 and expiring on 12/27/11. E -3 Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09- 0706.09 Expiration Date: December 27, 2011 Approval Date: February 10, 2010 INSTALLATION ANCHORS W 4 MAIL AT FRANC HEAD (8) NONE PER FRAME SILL (C) FRAME JAMBS (SEE SHEET 44) EXT. 6 INT. FALSE COLONIAL MUNTINS ARE APPLIED V/ V/ SILICONE AND ARE AVAILABLE AS OPTIONAL. 9 Mr MAX. BELOW MEETING RAIL General Notes: l0 IMAX. ABOVE MEETING RAILS - Er( `P 6' MEETINT VINDDV FLANGE FRAME VI0TH - - 1 4 4 . 3 / . 1 , 1 m 6 D.L.O. Wia $43 /6 1 1,7 j l,: ?. o: 48' 0 VINODV I MOTH 48° x 78 E L v I't ! E ELEVATION • INCLUDES UN -EQUAL LITE AND RADIUS HEAD (LIMITED TO LOADS ON SHEET 4 OF 8) INSTALLATION ANCHORS (A) 4 MAX. AT FRAME HEAD (0) NINE PER FRAME SILL (9) CRANE ANDS (SEE SHEET 64) l4 a ID 3/16• ? 6" NE LNG RAILS u 7 e MAX. BELOW 4 MEETING RAILS 6' 53.125' 'INDOV FLANGE CRANE WIDTH � ALL CORN 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED 70 COMPLY WITH THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1300 -98. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2007 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (0.0.) AND AS TABULATED ON SHEET 4. 4.) ANCHOR 000017IONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS. UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL 6.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEET 03), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED CLASS TYPES TABULATED HEREIN (SEE SHEET 03). 6.) SEE SHEET 3 FOR LOCK DETAILS & OPTIONS. 7.) SEE SHEET 4 FOR DESIGN PRESSURES AND GLASS TYPES. 8. FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEET 3. 9.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 10.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SEE SHEET 02 FOR DETAIL & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2007 FBC CHAPTER 24. SECTION 11.3.3.3. m PRODUCT 1aHlW1y1R Flotilla 11.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. BuRdirs Codo 12.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF MIAMI -DADE COUNTY APPROVED AHSePIIImo6ND • /7c 6 . e WINDOWS USING A MIAMI -DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE '° r.►f%Lb /GC BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 13.) SEE SHEET B 3 FOR MULLION /METAL ATTACHMENT DETAILS & OPTIONS. Division 14.) ALL METAL /STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2007 FLORIDA BLDG. CODE. 92123' NORM (0CK VIDTN UN -EQUAL LITE RADIUS ELEVATION (LIMITED TO LOADS ON SHEEP 4 OF 6) 6. ANCHORS (6)) 4 MAO. 69 FRAME HEAD ( WINE PER FRAME SILL (C) FRAME JAMBS (SEE SHEET 44 EXT. 6 INT. FALSE COLONIAL MUNTINS ARE APPLIED V/ V/ SILICONE AND ARE AVAILABLE AS OPTIONAL. SERIES -7700 SINGLE HUNG IMPACT WINDOW - ( 9)) MAX AT i ( FRANc HEAD (B) NONE PER FRAME SILL HD FRAME JAMBS (SEE SHEET on EXT. 6 INT. FALSE COLONIAL MUNTINS ARE APPLIED V/ V/ SILICONE AND ARE AVAILABLE AS OPTIONAL. 52.123' VINDIW BI0CK WIDTH UN -EQUAL LITE ELEVATION (LISTED TO LOADS ON SHEET 4 OF 8) FLANGE FRAME 52125' vINDOV DUCK 6010TH EQUAL LITE ELEVATION (LIMITED TO LOADS ON SHEET 4 OF 8) 1 1 0 1 1 1 6I 1 1 1 1 1 m 1 1 1/4' TAPCON V/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET 41 FOR MAX. FASTENER SPACING) 1 1 /B' MIN DI ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) P.T WOOD BUCK NOT BY LAVSON IND. MUST SUSTAIN IMPOSED LOADS SILICONE ADHESIVE BEDDING COMPOUND EXT. GRADE CAULK EXT. GRADE CAULK 414 SAS. W/ I I/4• MIN. EMBEDMENT INTO VDOD. (SEE ELEVATION AT SHEET 81 FOR MAX. FASTENER SPACING) OD At ;.,11111 =1 1 4(0 . 111 . � . � Lai Iii 1' MI DDE DIST .. EXT. GRADE CAULK 414 S.M.S. V/ 1 1/4' MIN EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET 41 FOR MAX. FASTENER SPACING) 1 BY OR 28Y V000 BUCK EXT. GRADE CAULK 1/4' MAX. SHIM TYP SILICONE ADHESIVE BEDDING COMPOUND I' MIN. DGE DISTANCE INTERIOR EXTERIOR WINDOW CRAKE WIDTH NATED GLASS EXTERIOR GRADE PERIMETER CAULKING PT. WOOD BUCKS ' I /4' TAPCON V/ I V4' MIN. EMBEDMENT INTO CONC. �-� ----- A ' (SEE ELEVATION AT SHEET 41 PVC 1 / A TOR MAX. FASTENER SPACING) Miii lie � i 1/4' MIN MBEDMEN <.'i. 1 1/8' MIN. •••• `. EDGE DISTANCE •a �'• 4 1 WINDOW INSTALLATION NOTES - 1. THE WINDOW FRAME FLANGE TO 8E BACK - BEDDED V/ AN EXT. GRADE CAULK. THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.S 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS CTYP.) • WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY 15 LESS THAN 1/8'. SHIMS ARE NOT REQUIRED. ANCHORS NOTE; ANCHIIRS TO BE 412 SMS OR VD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES AT SHEET 4 OF 5 FOR OUANTITIES REQUIRED) PROMUCIIIEVIOD Blum amgdyl4j4aTbD14da NoO ✓ ' ' ,, Dom fir:.— By Division 1 w a1 DI I T9 6 ts- 1 a Ri 4 t 1 1 f 1 1 1 1 01 0 F 1 1 INSULATED LAMINATED GLASS COMPOSITION TYPE 6 1)83 NABS DSBCB32110N RETAIL. W0NAT8 DESCRIPTION L LIEF BEAT- STRENGNff44D GLASS _ _ �_ 1/13• ANNEALED GLASS 0 0-090• PLASTIC MTER.ATER INI ® J,r Bu1ACiTE PVB 3 VW HEAT- STRENGHTENED GLASS -- . - .. - = = ' BL" •BIMG W 4 UP IWT0.410E0 AIR SPACE _ 4 5 1/B• ANNEALED GLASS O r) 13 pgp.,N INSULATED LAMINATED GLASS COMPOSITION TYPE 1 _ ITEM RAW D883IPOON ( MAIL LL@IATE DESCRIPTION IA WITS DESCRIPTION 1 1/13• ANNEALED GLASS SAFLEX PVB BT •SGLUTIA• 0 DOW PLASTIC 1MTERLATER 009P PLASTIC TIC INTERLARD 829 PLASTIC I■ (, Y4' 3 118• ANNEALED GLASS r zs c_r 4 1/4. IAaM.ATED AIR SPKE 5 1 /8• ANNEALED GLASS O LAMINATED CLASS COMPOSITION - TYPE 3 8611 BUMS D23DMPTINN ( MAIL LL@IATE DESCRIPTION 1 GLASS � l 0 BENTRYnne- PLUS sy+ •DUPONT• B 009P PLASTIC TIC INTERLARD 829 PLASTIC 3 1/8• ANNEALED GLASS 3 i/8• ANNEALED GLASS 5342 LAMINATED CLASS COMPOSITION - TYPE 2 0033 CLASS DESCRIPTION y MAIL LAMINATE 068C6ITITID8 1 1/8• ANNEALED GLASS x SAFLEX/6EEPSAFE 0 0190• PLASTIC INTERLARD :• �� 13 5 DER x_33 •ERMA• 3 1/8• ANNEALED GLASS O ? oTro• i LAMINATED GLASS COMPOSITION - TYPE 6 rum OEASS D1SCRIPTION ) DETAIL WNUTE DE IPTIOK 3 V8• )EAT- sTRENG MO1ED GLASS ='- • .L BUTACITE PVB By •DDPU T• 2 D090• PLASTIC INTERLAT 4 "-'. 3 1/8• HEAT-STREAM/DIED GLASS O ? aNc LAMINATED GLASS COMPOSITION - TYPE 4 MASS D>N 3/8• ANNEALED BLASS TEEM R 3 0090• PLASTIC DOER/A ER 1/8• ANNEALED GLASS 00110. ate Id10NATE DIELHIP7ION BUTACITE NIB 8y+ 'DUPONT. GLAZING DETAILS AND OPTIONS 014 S.AS. V/ 1 1/4• M1N. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET a1 FOR MAX. FASTENER SPACING) INTERIOR FINISH NOT BY LAWSON INDUSTRIES. WEATHERPROOF MOISTURE BARR BY OTHERS (DP ALUMINUM MULLION SEE MULLION APPROVALS FOR MULLION NM SIZE AND max. DESIGN PRESSURE LIMITATIONS. (ALUM. 0.078' MIN. THICK) NOTE: THE LOWER PRESSURES OF SINGLE HUNG YANDOW OR MULL SHALL GOVERN ANt. INTERIOR EXTERIOR EXT. GRADE PERIMETER O CAULKING N�T 10 APP BY OTHERS JAMB (TYP3 STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SICATNI4G TO BE SPECIFIED BY ARCHITECT 06 G.C. omit= FINISH BY OTHERS) MOT BY 4.AW2N INDUSTRIES. OS. WOOD FRAME INSTALLATION RETAIL, EXTERIOR EXTERIOR GRADE PERIMETER CAULKING FRAME MULLING DETAIL. a 12 x 3/4• S.DS FLAT )MEAD, PHILLIPS. (SEE ELEVATION AND BP TABLES FOR QUANTITY AND FASTENER SPACING) LOCK (LATCH AND SWEEP) OPTIONS L. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE WINDOWS. ARE QUALIFIED FOR USE ON ALL NDOWS. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. PERIMETER SEALANT SEE MULLION APPROVALS FOR MULLION TYPE. SIZE AND MAX. OESIGN PRESSURE UMRATIONS. v i z tV W INTERIOR NOTE: THE LOWER PRESSURE'S OF SINGLE 1/4• MAX. HUNG WINDOW OR MULL SHALL GOVERN SHIM EE 12 ELEV. S.D.FS. X OR 1 SPCCI N 1/P L. 0 E1 METAL STRUCTURE ATTACHMENT DETAIL, EXTERIOR WINDOW FRAME NOTE: 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: A) STEEL : Fy = 36 x51 MM. (STEEL 18 GA MM. THICK - 0.0481 6) ALUMINUM : 6063 —TS MM M . (ALUM. 0.078 M. THICK) PROD/ICTECVISHD ES BMOmRg W>TLpIyt hg ,ll1Ih_ oFlaida a A(eND • n o r °9 1 1 C7 M • 1 m z 1 1 1 1 • DESIGN LOAD CAPACITY (PSF) - VIEW WINDOWS W/ 3H VENTS W INDOW W IDTH 19.125 28.6 37 42 48 63.125 19.126 28.5 37 42 48 53.125 19.125 26.5 37 42 48 53.125 19.125 28.5 37 42 19.125 26.5 37 42 HEIGHT 60.825 50.825 50.626 50.625 50.825 50.825 59 59 59 59 59 59 83 83 83 83 83 83 74.25 74.25 74.25 74.25 78 78 78 78 Jam b A nchors 6 8 8 8 8 + / . Pressures (psl) Glass Type 4 60.0 60.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 60.0 60.0 60.0 80.0 60.0 60.0 60.0 80.0 80.0 60.0 60.0 80.0 60.0 59.0 Glass Type 6 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 79.0 Glass Type 6 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 79.0 DESIGN LOAD CAPACITY (PSF) - VIEW WINDOWS WI 4H VENTS WINDOW WIDTH 19.125 26.5 37 42 48 53.125 19.125 26.5 37 42 48 53.125 19.125 26.5 37 42 53.125 19.126 26.5 37 42 HEIGHT 59 59 59 59 59 59 63 63 63 63 63 63 74.25 74.25 74.25 74.25 74.25 78 78 78 78 o;t Jamb Anchors 6 6 8 8 + / - Pressures (per) Glass Type 4 60.0 60.0 60.0 60.0 80.0 60.0 60.0 80.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 59.0 Glass Type 6 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 79.0 Glass Type 6 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 79.0 /// APPROVED CONFIGURATIONS UN- -EQUAL LITE DESIGN LOAD CAPACITY (FS - EQUAL IJTEWINDOWS WINDOW WIDTH 19.125 26.5 37 42 48 53.125 19.125 28.5 37 42 48 53.125 19.125 26.5 37 42 48 53.125 19.125 28.5 37 42 48 53.125 19.125 28.5 37 42 48 53.125 19.125 26.5 37 42 48 53.125 19.125 28.5 37 42 48 HEIGHT 28 26 26 26 28 26 38.375 38.376 38.375 38.375 38.375 38.376 50.625 50.625 50.625 50.825 50.625 50.625 59 59 59 59 59 59 63 63 83 63 83 63 74.25 74.25 74.25 74.25 74.25 74.25 78 78 78 78 78 Jamb Anchors 4 4 6 6 6 8 8 + /- Piessnes(p ) Glass Type 2 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.o 80.0 80.0 80.0 80.0 80.0 80.0 74.0 80.0 80.0 80.0 79.0 71.0 Glass Type 3 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 81.0 80.0 800 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 77.0 80.0 80.0 80.0 79.0 71.0 Glass Type 4 60.0 60.0 60.0 60.0 60.0 60.0 80.0 60.0 60.0 60.0 60.0 60.0 80.0 80.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 81.0 60.0 80.0 60.0 Glass Type 8 80.0 800 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 6.o 80.0 80.0 800 80.0 80.0 80.0 Glass Type 8 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 81.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 Glass Type 7 81.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 81.0 800 80.0 81.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 +.o 80.0 80.0 80.0 80.0 80.0 80.0 80.0 800 80.0 80.0 80.0 80.0 81.0 79.0 71.0 APPROVED CONFIGURATIONS - EQUAL= 1 or 1 z W 1 0 1 8 1 1 1 1 1 1 BILL OF MATERIALS ITEM 6 PART g READ. DESCRIPTION REMARKS 1 L -7801 1 FIN FRAME HEAD 6063 -T6 ALUMINUM 2 L -7802 1 FIN FRAME SILL 6063 -T6 ALUMINUM 3 L -7803 2 FIN FRAME JAMB 6063 -T6 ALUMINUM 4 L -7704 1 FRAME FIXED MEETING RAIL 6063 -T6 ALUMINUM 5 L -7705 1 VENT MEETING (TOP) RAIL 6063 -T6 ALUMINUM 6 L -7706 1 VENT BOTTOM (LATCH) RAIL 6063 -T6 ALUMINUM 7 L -7707 2 VENT JAMB (SIDE) RAIL 6063 -T6 ALUMINUM 8 L -7708 AS REO'D. GLAZING BEAD ( 3/8' 1 6063 -T5 ALUMINUM 9 FS -006 AS REO'D. FRAME ASSEMBLY SCREWS 48 X 3/4' P.H. PHILLIPS 10 FS -040 AS READ. INSTALLATION SCREWS 014 X 1 1/4' F.H. /PHIL. 11 L -7531 AS REQ'D. BULB VINYL VTS'P 1/4' DIA. BULB 03033 12 PWS -003 AS REO'D FIN SEAL WEATHERSTRIP .187'x.230' 13 PVS -005 AS REQ'D. FIN SEAL WEATHERSTRIP .187'•.350' 14 PVS -009 AS REO'D. FIN SEAL WEATHERSTRIP .187'x.310' 15 HC -024 -1 2 SELF ADHESIVE PILE PAD 1/4' X 1 1/2' 16 L -7711 AS REO'D. GLAZING BEAD/ INSULATED 6063 -T5 ALUMINUM 17 L -4204 AS REO'D. GLAZING BEAD - RADIUS 6063 -T5 ALUMINUM 18 L -7723 1 SASH BALANCE CAM /GUIDE (2 X VENT) 19 L -7725 2 RIGID VINYL SASH STOP (2 X FRAME) 20 L -7727 2 BLOCK IL TACKLE BALANCE BSI Balance Systems 21 L -7539 2 VENT LIFT LATCH 6063 -T5 ALUMINUM 22 L -7523 IX LATCH VENT LATCH SPRING STAINLESS STEEL 23 ■ AS REO'D. GLAZING SILICONE SEE GLAZING 2 SHT. 3 24 • N N Laminated Glass SEE GLAZING DETAILS 25 HC -057 -1 VENT LIFT LATCH MOLDED NYLON 26 14C -058 -1 VENT SWEEP LATCH MOLDED NYLON 27 is 2 FRAME SILL FOAM GASKET SELF ADHESIVE 28 HC -026 -1 1 SCREEN FRAME 4 MESH 29 L -7730 1 PRODUCT LABEL 30 ■ • ■ is 31 SM -5504 AS REO'D. JOINT SEALANT SM -5504 32 • AS REO'D. PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL FRAME HEAD L -7701 0 } ( 8 *UJW WM ) 2.611 VENT INTERLOCK RAIL L -7705 0 else ( 6023 70 AWImNM VENT SPRING LATCH L -7539 0 VENT JAMB RAIL L - 7707 eaa -16 OWMwu$ ) FIXED MEETING RAIL. L -7704 ( 8083 -78 816011 8 FRAME JAMB L -7703 ( 6063 -10 816811 0 0 1-12961 VENT BOTTOM RAIL ( "sa-re Am10N06 ) L -7708 0 GLAZING BEAD L -7708 0 ( 6083 -78 mums= GLAZING BEAD L -7711 16 (6083 - AV 6688 1 GLAZING BEAD L -4204 77 ( 6083 -75 MAMMY — II+-050 -I .466 ®omP1Ym8 � t (� Pbdde RuildlagCode AooeP�Im 1 ' ' Is. iiJ . 1I D3814X-SILL 01163 BaTmu RAL VENT BOTTOM CORNER FRAME TOP CORNER FRAME BOTTOM CORNER 0 VENT TOP CORNER FRAME & SASH CORNER DETAIL* 10 H p z 1 1 m u $ 0 a � o � O 1 i 1 1 1 M MI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLO METRO -DADE FLAGLER BUI 140 WEST FLAGLER STREET, SUITE MIAMI, FLORIDA 33130- (305) 375-2901 FAX (305) 372 - de. ov/b NOTICE OF ACCEPTANCE OA Sunshine Windows Manufacturing, Inc. 1745 W. 33 Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and r gulations governing the use of construction materials. The documentation submitted has been reviewe by Miami -Dade County Product Control Divi and accepted by the Board of Rules and Appeals (BORA) be used in Miami Dade County and other ar where allowed by the Authority Having Jurisdiction (AH This NOA shall not be valid after the expiration date state below. The Miami-Dade County Product Co Division (In Miami Dade County) and/or the AHJ (in ar other than Miami Dade County) reserve the to have this product or material tested for quality assur ce purposes. If this product or material fai perform in the accepted manner, the manufacturer will ' cur the expense of such testing and the AHJ immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. B reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Co Division 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 2009 Outswing Aluminum Cat Window — L.M.I. APPROVAL DOCUMENT: Drawing No. CS09 -01, titl "Series 2009 Out - Swinging Aluminum Casement Window - Impact Resistant Glass ", sheets 1 through 6 of 6, dated 12/03/08, with revision date 05/07/09, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing the Miami Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Miss se Impart Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state an 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 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 ch in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorseme any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure 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 foll by the expiration date may be displayed in advertising literature, If any portion of the NOA is displayed 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 consists of this page 1 and evidence page E -1, as well as approval document mentioned abov The submitted documentation was reviewed by Manuel Prez, P.E. NOA No. 08 -12 Expiration Date: Jun 1 Approval Date: June 17, P Sunshine Windows Manufacturing. Inc. NOTICE qF 4CCEPTANCF: I EVII!NCE. SUBMITTED ▪ 1 V i e n n f n o t u r e e s d i e &twin a n d sect s Drawing No. CSO9.01, titled "Sues 2 Window -- Impact Resistant Gass", sh revision dated 05/07f09, prepared by m F ernendez, f',1:. • OTHER 1. None. a�tst�n �9 sil d Preasur . QUALITY As.SI�RA,N • . lr axn' ptdeBux Coda Compliance • MA TES CERTMCAT'NS 1. ` Notice of Auc tance N 05- 1208 # s; for their "DuPont tacite PVB Interb STATEMENT X . Statement letter ofconfbnnance, dated anc co Hernandez, P. et nt letter 0 no fins ioial interest, nc sco 1.Iemandez, P.E tbo C ory Compl letter fo .Test R �tt oratory, Ino , dated may 12 eu ed.to . , : DuPont DeNeInoUrs & Co., Inc. yer" dated 01/05/06, expiring on 12/11 MAR Pe Product Cotitrgl Esa NOA Nu, 08-12 . 0 Expiration Veto; Jule 17, 201-4 Approval Date; Jena 17, 2000 MOE LOCATION AT HEAD /SIL CORNER E'1? :t E►ffi(,t CSQ9 -01 do AriikaiMENT To pasomey 1/4 WITH !pita • WAWA* SFACINO NO M ANONORS .0;Pat. TO sHErvt...Or . • 1/4 SWOONS WITH 1 } /s' 551-.1115131610 INTO : rev 51_1111C11 0:05 WX. mono sPatire OF. =MRS 'Rt R IEEi s W e) ArTAGTOY 1ta- sis 071111 1 tir •i 1, .(FOR MK. R. AtO OF ANCHORS REEFER TQ.st i-1 �. M'OOD sums et O141EIi6 M1STieSiaktRi.Y t/4" MAX sF1l1111•Ndt.Alad+ORE. TO.7 I Sao stmd .SPACE 10 S1f 5E -.F iE . � AFPRQME11: St' 8Vi1t* CFFi2M. 'Pilot *Joint 91S�IOti. ATTACIT$OWOOD TYPICAL ' AT _ AMBS a�► . ft: sass SanSti e I udovs r�s Newt. Alee.; 4 Radtn OM, $i F -5t1 a MM - CSO9 —ot SHEET 5 1/4. vecoNs WW1 lie tot OREDIENT ROO /03V 11FROUCH r or Ivan sum OR HOPI SHROOF NON uErAtue GUT. (FOR UM. *MR SPAC1 a Nit NUMBER OF ANCHORS REFER TO SEEF I CF to 6 Of 6 • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375-2902 FAX (305) 372 -6339 www.miamidade.GOV/buildingcode NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 N. W. 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 by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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. is _..�; G T Series "La Po e" 8'0" Outswing Glaze Aluminum rench Doors- L.M.I APPRO wmg No. FD -2003 Rev. No. D, titled "La Porte - Impact ", French Outswing Door ", sheets 1 through 6 of 6, prepared by the manufacturer, dated 12/12/2002 with the latest revised dated 07/02/2010, 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 Division. 14.ISSILE IMPACT RATING: Large Small Missire- Ithpact Resistant: LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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. 08- 0409.04 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. 1 APPROVED NOA No. 10 -0128.04 Expiration Date: June 05, 2013 Approval Date: August 04, 2010 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No FD -2003 Rev. No. D, titled "La Porte - Impact ", French Outswing Door", sheets 1 through 6 of 6, prepared by the manufacturer, dated 12/12/2002 with the latest revised dated 07/02/2010, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, per FBC, 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. HETI -09 -2623 and HETI -09 -2645, issued on 10/22/2009, both signed and sealed by Candido F. Font, P. E. 2. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI -09 -2624 and HETI -09 -2646, issued on 10/22/2009, signed and sealed by Candido F. Font, P. E. 3. Test reports on: 1) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 2) 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. HETI -04 -1897, HETI -04 -1896 A and HETI -04 -1896 B, issued on 03/12/2004, all signed and sealed by Rafael E. Droz —Seda, P. E. (Submitted under NOA No.05- 1116.06) 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. HETI -04 -1377, issued on 03/08/04, signed and sealed by Rafael E. Droz —Seda, P. E. (Submitted under NOA No. 05 - 1116.06) 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 —Seda, P. E. (Submitted under NOA No. 05- 1116.06) E -1 Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 10-0128.04 Expiration Date: June 05, 2013 Approval Date: August 04, 2010 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. 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 Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI -02 -1253, HETI -02- 1726, HETI -02 -1728, HETI -02 -1736, HETI -02- 1742, HETI-02-1763 and HETI -02 -1765, issued on 01/14/2003, all signed and sealed by Rafael E. Droz —Seda, P. E. (Submitted under NOA No. 05- 1116.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by the manufacturer, dated 12/12/2002 with the latest revised dated 07/02/2010, signed and sealed by Thomas J. Sotos, P. E. Complies with ASTM E1300 -98/ 04 D. QUALITY ASSURANCE 1. Miami —Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09 -0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12. 2. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. 3. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of compliance with the FBC -2007, dated January 20, 2010, signed and sealed by Thomas J. Sotos, P. E. 2. Statement letter of conformance and no financial interest, dated January 20, 2010, signed and sealed by Thomas J. Sotos, P. E. 3. Proposal issued by BCCO, dated March 26, 2009, signed by Renzo Narciso. E -2 Jaime D. Gascon, Product Control Division NOA No. 10-0128.04 Expiration Date: June 05, 2013 Approval Date: August 04, 2010 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E -3 t k F. STATEMENTS (CONTINUED) 4. Laboratory compliance letter for Test Reports No.'s HETI -09 -2623, HETI -09 -2645, HETI -09 -2624 and HETI -09 -2646, issued by Hurricane Engineering & Testing, Inc., dated September 26, 1997, signed and sealed by Candido F. Font, P. E. 5. Laboratory compliance letter for Test Reports No.'s HETI -04 -1897, HETI -04 -1896 A, HETI -04 -1896 B, HETI -04 -1377, HETI- 02 —T095, HETI- 02 —T090, HETI -02 -1253, 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 01/14/2003, 03/08/04, 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. 08- 0409.04, issued to Lawson Industries, Inc. for their Series "La Porte" 8'0" Outswing Aluminum French Doors - L.M.L ", approved on 05/22/08 and expiring on 06/05/13. Jaime D. Gascon, • . E. Chief, Product Control Division NOA No. 10-0128.04 Expiration Date: June 05, 2013 Approval Date: August 04, 2010 TERIALS ANCHOR NOTES; 1. SEE ELEVATION AT SHEET 1 OF 8 FOR AANNgCC�HOR 0.C. MAX. SPACING AND LOCATIONS. SEE 2. EE S FASTENERS ET ttP F 6 FOR INSTALLATION DATE OWE 1. PROFESSIO04AL ENGINEER FL tic. lt 55225 02 291 Sidelite Panel WV ( 33 13/16' mco R091elon Noteeo Re.(ae4 s» Dyson 'i Sidelite 3/4' Same anchor spacing at head & sill at &dente) 66 ac nom 1). au/trams SINGLE & MULTIPLE PANELS (SEE ELEVATIONS). 2). QUALIFIES UNITS WITH AND WITHOUT SIDEWISE 3). MAX. FRAME SIZE 145 1 /2 "w. X 95 3/4 010(0 4). EXT & INT FALSE COLONIAL MUN'IIN APPLIED W/SIUCONE. 8). QUALIFIES SINGLE OR DOUBLE BOTTOM RAILS 8). MAX. DAYUTE OPENING WIDTH a 28" 7). MAX. DAYUTE OPENING HEIGHT a 83 1 /8" 8). SEE ELEVATION AT SHEET 1018 FOR MAX. ANCHOR SPACING 9). ALL DIMENSIONS SPECIFIED ARE IN INCHES 10). NO HURRICANE SHUTTERS ARE REQUIRED Nelson Erase ew Larry Magee (0 8 9 75 2• /4 Revised per request of MO 9CC0 3/17/03 Revised w/ optional flat sill and 8 point took 5/0304 Revised to comply w/ -11/61/95 Revised to comply w/ F0C2007 & added 3 point lock and Insulated glass 01/22/1 Oafs o Date Seat" SEE ALTERNATE BOLT - 0 AT SHEET/ \ n.t.s. . / %/ Active 088' v "�p)t l \ / gi L 149 1/2' Max Unit Width Swing Panel 1414th ( 35 3/16' PRIX. S �0 IB \ \ Inactive 6 1/2' dead -pelt R ALTERNATE E B (ZNI7TJ501r3 xE50 Z,1\gC ) 25' Max. DLO to k W. X: Sidelite VIdt 8501 NW 90th 5t. MEDLEY. FLORIDA 33166 (305) 696 -8660 MANUPAL70RSR OP mum ALUMINUM MOORS IND GLOSS DOORS 5' 4 ( -(m6a 3/4' 4 1/� jj2• - 14 1 /2• /4 fCttV4 p8fOU kT Ctrve a panel) "OXXO" EXTERIOR ELEVATION NOTES; 1). THIS PRODUCT IS DESIGNED AS PER 2007 FLORIDA BUILDING CODE. 2). GLASS MEETS REQUIREMENTS OF ASTM -E1300 AS PER CHAPTER 24 OF THE F8C 2007 CODE. 3). WOOD BUCKS 8Y OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOAD TO THE STRUCTURE & TO BE REVIEWED BY BUILDING OFFICIAL. 4). ANCHORS SHALL BE AS LISTED, AND SPACED AS NOTED ABOVE AND ON DRAWING DETAILS. ANCHOR EMBEDMENT 70 BASE MATERIAL SHALL 8E BEYOND WALL DRESSING OR STUCCO. 5). SEE NOTES 0 SHEET 4 OF 8 FOR INTALLATION FASTENERS TYPE. 6). ANCHORING OR LOADING CONDITIONS NOT SHOWN M THESE DETAILS ARE NOT PART OF THIS APPROVAL IIMITATIONS; 1). MAX. DP a 488 PSF W/ (4) Surface Bolts & Glass Types A, B. C & D. 2). (MAX. D 3CATION DETAILS 0 SHEET ±76 PSF W/ - Paint (alive)+ (2) Surface Bolts of Inactive 3). MAX. OP a 478 PSF W/ Ftot Sill & must be used where water infiltration is not required or opening is protected by overhang ratio greater than one. 4 . MAX. DP a 488 PSF W/ 3 -Point Lock (active)+ (2) Surface Bolts of Inactive Dram Caw NDA APPROVAL Pori Craw Prod Odroom S"W/Made6 /hw Sa FRENCH DOOR 1 Of "La Porte" Impact" French Out -Swing Door aw•"x. Rm,Wm FD - 2003 Swear. 4."e so J L zz aa I y y y aa pp � r rININ 6 IQ S R R g 6 6 Y % Y O 1%1 I IF yy�� W } y ,y„� u( % % N •+ N Q 6 a`¢ N DESCRIPTION g E'iNsEENNE5N-' 'NN N X X Y • % FRAME HEAD FRAME SILL FRAME JAMB SITELITE JAMB ADAPTER 1 -907 PANEL TOP 6 BOTTOM _ HINGE STILE L -905 LOCK STILE 1 -909 1 -911 L -9I2 TOP 6 BOTTOM RAIL ADAPTER 1/4 ROUND ALUM. BEAD - 7/16' 1/4 ROUND ALUM. BEAD - 3/8' FD- 624 -2 HINGE LEAF ASSEMBLY VVS -001 PVC BULB VTS'P. DUROMETER 65 PVS -001 WTS'P. 8 TOP /BOTT. RAILS PVS -002 VTS'P. 2 FRAME HEAD 6 JAMB 1 -910 STRIKER MOUNTING PLATE F0 -619 STRIKER PLATE u 1§q1 " ;Z. •• 12 i 4 Q X 101 -086 AS REND. GAZING ADAPTER 6063-16 ALUMINUM SF -5502 2 x Panel DELTA FLUSH BOLT (0 TOP 6 BOTTOM OF LOCK STILE) HC- 024/025 1 SET ODOR LOCK / DEAD BOLT SET KVIKSET - Series 6907 COMBO HC- 024/025 1 SET DOOR LOCK / DEAD BOLT SET SCHLAGE - Series F11350 COMBO 10- 024/025 1 SET DOOR LOCK / DEAD BOLT SET DEFIANT - Series 831 COMBO FS -035 AS REVD. From Install Scree - Head 5/16'- TAPCON 4 See Notes) FS -035 AS REVD Frame Install Scree- Jonb /SDI 5/16'- TAPCON (See Notes) FS -026 8 FRAME ASSEMBLY SCREW 612 X 3/4' Pa -PHI. FS -012 AS RE0'O, JAMB ADAPTER SCREW 010 X 3/4' P.H. -PHI. L11 -171 AS REV% 1/4 RDIND ALUM BEAD - II/16• 6063 -T5 ALUMINUM 2 7 ■ FS -043 8 GLAZING ADAPT. ATTACH. SCREW •8 X I 1 /4' FH. -PH1 222 x 2/Panel Double Roo Assembly Scree 3/8'102 1/4' Hex Scree 6 Nut ■ • AS REO'A NEUTRAL. CURE SILICEWE Schnee - Morehead SM -5731 x ol AS REVD. NEUTRAL CURE SILICONE Bo. Corning 899 31 a • AS REO'D. NEUTRAL SURE SILICONE Trento 5 -500 32 x • AS 4E0'D. Laminated Gass see Pg. 5 Dupont - Sentry Gass Plus { ■ • AS RE010. Laminated Gass see PR. 5 Dupont - PVB ■ a AS REVD. Laminated Gass see Pg. 5 Soflex - PVB x 2 /Panel PANEL ASS'S ALUM. PLATE 1 I/2'x 2'. 1 /8. 06063 -75 ALUM) x 2 /Panel Panel Ass'y Full Lenght Rod 3/B•01o. -200 Rod. Plate, Flowed Not 37 ■ 8 HINGE ATTACHMENT SCREW 010 X 3/4' P.H. / PHI. 38 ■ 12 00001)TE ATTACHMENT SCREW 010 X 1• PH/PHIL. - (17' GC Max.) NImItIPIWI210 NI =IgItiI r HC -006 'i � IQ (� u1 y� Qom}_. r p 1SyT� N N r 6 V! V V1 1/2 DIA. HOLE - NYLON PLUG MICROPLASTICS 062PP0502014 w 14C -007 7/8' DIA. HOLE - NYLON PLUG MICROPLASTICS 062PP0973011 x HC -010 FLUSH BOLT 'NYLON 5I11. PLUG' SUNCOPLASTICS L-913 111 -086 1/2 ROUND FALSE ALUM MUNTIN 6063-70 ALUMINUM ■ w INT FALSE APPLIED MUNTIN _ 1.25' X .022' STOCK ALUMINUM 1-915 00 -623 FRAME HEAD SHEAR PLATE 6063 -75 ALUMINUM - 4' long L -916 1.11 -117 FRAME 1014 SILL - OPTIMA!. 6063-T5 ALUMINUM • HC -050 7V0-PITINT FLUSHBOLT LOCK OPTIONAL 0 FO( */- 76.0 psf DPI • 70 -627 -1 FLUSH BOLT GUIDE ANGLE I 1/2'x 1 U2•x I/8' ALUM ANGLE F11-623 HC -051 THREE -POINT FLUSHBDLT LOCK OPTIONAL 0 FOR ./- 86.0 psf DP) • FD -627 -1 FLUSH BOLT GUIDE ANGLE 3•x 3•o 1 I /0• 1 /8' ALIDL ANGLE ■ e Joint Sealant - White Colored 'Purvis Co.' Super Seal TERIALS ANCHOR NOTES; 1. SEE ELEVATION AT SHEET 1 OF 8 FOR AANNgCC�HOR 0.C. MAX. SPACING AND LOCATIONS. SEE 2. EE S FASTENERS ET ttP F 6 FOR INSTALLATION DATE OWE 1. PROFESSIO04AL ENGINEER FL tic. lt 55225 02 291 Sidelite Panel WV ( 33 13/16' mco R091elon Noteeo Re.(ae4 s» Dyson 'i Sidelite 3/4' Same anchor spacing at head & sill at &dente) 66 ac nom 1). au/trams SINGLE & MULTIPLE PANELS (SEE ELEVATIONS). 2). QUALIFIES UNITS WITH AND WITHOUT SIDEWISE 3). MAX. FRAME SIZE 145 1 /2 "w. X 95 3/4 010(0 4). EXT & INT FALSE COLONIAL MUN'IIN APPLIED W/SIUCONE. 8). QUALIFIES SINGLE OR DOUBLE BOTTOM RAILS 8). MAX. DAYUTE OPENING WIDTH a 28" 7). MAX. DAYUTE OPENING HEIGHT a 83 1 /8" 8). SEE ELEVATION AT SHEET 1018 FOR MAX. ANCHOR SPACING 9). ALL DIMENSIONS SPECIFIED ARE IN INCHES 10). NO HURRICANE SHUTTERS ARE REQUIRED Nelson Erase ew Larry Magee (0 8 9 75 2• /4 Revised per request of MO 9CC0 3/17/03 Revised w/ optional flat sill and 8 point took 5/0304 Revised to comply w/ -11/61/95 Revised to comply w/ F0C2007 & added 3 point lock and Insulated glass 01/22/1 Oafs o Date Seat" SEE ALTERNATE BOLT - 0 AT SHEET/ \ n.t.s. . / %/ Active 088' v "�p)t l \ / gi L 149 1/2' Max Unit Width Swing Panel 1414th ( 35 3/16' PRIX. S �0 IB \ \ Inactive 6 1/2' dead -pelt R ALTERNATE E B (ZNI7TJ501r3 xE50 Z,1\gC ) 25' Max. DLO to k W. X: Sidelite VIdt 8501 NW 90th 5t. MEDLEY. FLORIDA 33166 (305) 696 -8660 MANUPAL70RSR OP mum ALUMINUM MOORS IND GLOSS DOORS 5' 4 ( -(m6a 3/4' 4 1/� jj2• - 14 1 /2• /4 fCttV4 p8fOU kT Ctrve a panel) "OXXO" EXTERIOR ELEVATION NOTES; 1). THIS PRODUCT IS DESIGNED AS PER 2007 FLORIDA BUILDING CODE. 2). GLASS MEETS REQUIREMENTS OF ASTM -E1300 AS PER CHAPTER 24 OF THE F8C 2007 CODE. 3). WOOD BUCKS 8Y OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOAD TO THE STRUCTURE & TO BE REVIEWED BY BUILDING OFFICIAL. 4). ANCHORS SHALL BE AS LISTED, AND SPACED AS NOTED ABOVE AND ON DRAWING DETAILS. ANCHOR EMBEDMENT 70 BASE MATERIAL SHALL 8E BEYOND WALL DRESSING OR STUCCO. 5). SEE NOTES 0 SHEET 4 OF 8 FOR INTALLATION FASTENERS TYPE. 6). ANCHORING OR LOADING CONDITIONS NOT SHOWN M THESE DETAILS ARE NOT PART OF THIS APPROVAL IIMITATIONS; 1). MAX. DP a 488 PSF W/ (4) Surface Bolts & Glass Types A, B. C & D. 2). (MAX. D 3CATION DETAILS 0 SHEET ±76 PSF W/ - Paint (alive)+ (2) Surface Bolts of Inactive 3). MAX. OP a 478 PSF W/ Ftot Sill & must be used where water infiltration is not required or opening is protected by overhang ratio greater than one. 4 . MAX. DP a 488 PSF W/ 3 -Point Lock (active)+ (2) Surface Bolts of Inactive Dram Caw NDA APPROVAL Pori Craw Prod Odroom S"W/Made6 /hw Sa FRENCH DOOR 1 Of "La Porte" Impact" French Out -Swing Door aw•"x. Rm,Wm FD - 2003 Swear. 4."e so Sidelite P 6' U L 33 13/16 mx > BEE ALT FRV A TE � Tx 1.1f. warm 3 OPTIONS AT 91607 Sv6 Punta Vieth /1 � C 35 3/16' Aa e 1 � T y r • . -- C r PAN®. LOTH A51.5 `"-- 8) DP II CLOGS TIRE °A' & `E° + / /4 11 ) cl GLASS TYPE 'C' + /- 0 GLASS TYPE b + / -IPBF) WIDTH • wow • r / . 10 3/4• 16 f /4' 22 1/4' 28 1/4' 30 1/4' 34 1/4' 0 5 286.0 II I( }_ - \ / . 276.0 S 286.0 _ _17 3/16' +76.0 1760 276.0 o af -11 1 / = Inactive p I /;J� . L u / u 1 23 3/16' , - oU / -Ll 1 / \ II �-.4 /0 �` j _ - u %; - � 276.0 2760 1 1 11 - VI - -in 31 3/16/ -II -- 11 - 11 - - II *76.0 5 286.0 35 3/16• !760 !760 •760 13 16 1/4' 22 1/4• 28 1/4• 30 1 /4• 34 1/0/ 'h aPorte' IMPACT FRENCH OUTSeING DOOR - DESIGN LOAD CHART PANPJ. WITH ACTUAL (INCI� NUMBER 09 ANCHORS /PAMB DP PAN®. LOTH A51.5 `"-- 8) DP PST ) CLOGS TIRE °A' & `E° + / CUSS TYPE 'B' + / -(PSP) GLASS TYPE 'C' + /- 0 GLASS TYPE b + / -IPBF) WIDTH • wow • MOTH • 10 3/4• 16 f /4' 22 1/4' 28 1/4' 30 1/4' 34 1/4' ' 77' 1(0 5 286.0 11 3/16' 276.0 ?76.0 276.0 S 286.0 _ _17 3/16' +76.0 1760 276.0 5 !860 23 3/16' !76.0 !76.0 +76.0 5 ±860 29 3/16' +76.0 276.0 2760 5 *86.0 31 3/16/ *76.0 2760 *76.0 5 286.0 35 3/16• !760 !760 •760 13 16 1/4' 22 1/4• 28 1/4• 30 1 /4• 34 1/0/ 93' at6> 6 +860 11 3/16' +760 !76.0 276.0 6 ±860 17 3/16' 276.0 2760 176.0 6 286-0 23 3/16• •760 2 76-0 276.0 6 ±860 29 3/16' 276.0 276.0 2760 6 2860 31 3/16' 2760 2760 2760 6 286.0 35 3/16' +76.0 !76.0 !76.0 73 1 /i6• AAA Unit VIBth Sling ALTEiE T Pone /16 3 ' 6x ' " M""""6`"' 38 5/8' Max Unit Vftlth "OXO" ELEVATION ANCHOR NOTES - 1. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR 0.C. MAX. � SPACING ANO LOCATIONS 2. F AS T E �N ER S N p PE5.6 FOR INSTALLATION E TE BOLT ry SEE ALTERNATE BOLT 3 OPTIONS AT SHEET "OXXO" ELEVATION w 2 ETE Ba.T "XX" ELEVATIONe SHEET RAIL "OX" ELEVATION APPROVED CONFIGURATIONS NOTES: 1. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION VIEWED FROM THE EXTERIOR SIDE. 2. FALSE COLONIAL !AUNTIES ARE APPLIED W/ SILICONE AND ARE AVAILABLE AS NH 3. OR PANELS V DOUBLE B O T pL B � TOM RAI LS. H SINGLE BOTTOM RAIL 4. OUT -SWING DOOR WITHOUT INSECT SCREEN. THOMAS J. SOTOS PROFESSIONAL ENGINEER PL LTC /.55228 DATE JUL 0 20 PRODUCTREVISED ee g/mplyie8 with Om FI00I Boding /umpteen N • " Q� +� Data .�T 1 1 Dade Divialou Revision Notes. Revisad per Est sill a d 3 2 point look 0/03 04 Revised to comply w/ 04 -11/01/06 Revised to comply w/ PBC2007 & added 3 point look and insulated glass 01/22/10 R"A••d Orr Nelson Eraso Omwa Dar Larry Magee 0128 10 2 12/02 Q $$[E P EE T � p pA N �L $ 3 W 8 0.T r •• AL A SHEET T of "X" ELEVATION OPERABLE PANEL MOST MEET APPLICABLE REQUIREMENTS PER 8URdN0 CODE. • 0 PARENTHESIS 9gATES Or ANCIi016 AT FRAME JAMB. L WS °,i N (fX•717* YS TFtIEES, INC. ) 8501 NW 90th SI. MEDLEY, FLORIDA 33166 (305) 696 -8660 MANUFACTURER OF QRALFA' ALUMINUM WINDOWS AND MASS DOORS ORO Clam DOA APPROVAL 'Para slam IMP I FRENCH 0008 Imam TEPLT "0" ELEVATION "La Porte" Impact" French Out -Swing Door sear" n.t.a Rt 26104» 'Dnx.n9 Hareem FD - 2003 fR"sa'reset 4 120 7/8' Mau 2 35 3 1 - of i i� a . _ _ II _ I Il H 0 -Ir I AciA v. • • , 73 1 /i6• AAA Unit VIBth Sling ALTEiE T Pone /16 3 ' 6x ' " M""""6`"' 38 5/8' Max Unit Vftlth "OXO" ELEVATION ANCHOR NOTES - 1. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR 0.C. MAX. � SPACING ANO LOCATIONS 2. F AS T E �N ER S N p PE5.6 FOR INSTALLATION E TE BOLT ry SEE ALTERNATE BOLT 3 OPTIONS AT SHEET "OXXO" ELEVATION w 2 ETE Ba.T "XX" ELEVATIONe SHEET RAIL "OX" ELEVATION APPROVED CONFIGURATIONS NOTES: 1. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION VIEWED FROM THE EXTERIOR SIDE. 2. FALSE COLONIAL !AUNTIES ARE APPLIED W/ SILICONE AND ARE AVAILABLE AS NH 3. OR PANELS V DOUBLE B O T pL B � TOM RAI LS. H SINGLE BOTTOM RAIL 4. OUT -SWING DOOR WITHOUT INSECT SCREEN. THOMAS J. SOTOS PROFESSIONAL ENGINEER PL LTC /.55228 DATE JUL 0 20 PRODUCTREVISED ee g/mplyie8 with Om FI00I Boding /umpteen N • " Q� +� Data .�T 1 1 Dade Divialou Revision Notes. Revisad per Est sill a d 3 2 point look 0/03 04 Revised to comply w/ 04 -11/01/06 Revised to comply w/ PBC2007 & added 3 point look and insulated glass 01/22/10 R"A••d Orr Nelson Eraso Omwa Dar Larry Magee 0128 10 2 12/02 Q $$[E P EE T � p pA N �L $ 3 W 8 0.T r •• AL A SHEET T of "X" ELEVATION OPERABLE PANEL MOST MEET APPLICABLE REQUIREMENTS PER 8URdN0 CODE. • 0 PARENTHESIS 9gATES Or ANCIi016 AT FRAME JAMB. L WS °,i N (fX•717* YS TFtIEES, INC. ) 8501 NW 90th SI. MEDLEY, FLORIDA 33166 (305) 696 -8660 MANUFACTURER OF QRALFA' ALUMINUM WINDOWS AND MASS DOORS ORO Clam DOA APPROVAL 'Para slam IMP I FRENCH 0008 Imam TEPLT "0" ELEVATION "La Porte" Impact" French Out -Swing Door sear" n.t.a Rt 26104» 'Dnx.n9 Hareem FD - 2003 fR"sa'reset 4 INTERIOR SIDE T7 Glazing Adapter GLAZING TYPE & DESCRIPTIONS -. ■ __--- ___�_.. • SID RIO UR V4 SIDELITE ATTACHMENT "' OPaVE SCREWS N.L r '. ND . r vN.Pt+a. �,• P .488" 0/A Laminated Glans by Dupont - Glass Type `A ASSENILT SCREWS .TB / .. - I - '- -'. - - . � \ \ I., I 6Ie • S/4• PMJPMI.. I I - -- WEAnaegTPOP FACE us I' .. , I I � . / 1 �. ... / `, 71BA6 Bilfoone I I-5/1r 0 ©' 'e Glazing Depth I DESCRIPTION DBYAD• 1 3/16• Momled • Caulking e 3 C96• DuPont SOP Interleyer, gm( Mneoled • pte4.� i - . �- ` ' I 4 Laminated Glaze \ R( - •+ � � \ o.. ® . 940" D/A Laminated Glens by Du At - Glass Type " (f( f s by Dupont or 9olutle `+--If Types ° A ° , ° B ° DESCRIPTION DETAIL `\ } ',. mum CRACK SIDE) SHOWN (( SILL SEALANT DETAIL ail 6U FRAME ASSEMBLY DETAIL V/ SOMA ASSEMBLY / sTI 5 mentor INTERIOR SIDE 31DEL1TE ATTACHMENT AEDESS °.. � . D(TEasAL TAIKO DoD Harp HINGE LEAF m ICON STILE NEe Nsr AND RASHER ACCESS o COVCR „ e � ° �� .4413 DETAIL / or C° 1/131 Ammmed e3 (SEE TABLE V/ CORRESPOND 2 DuPont PVB Interloyer a� — GLAZING TYPE 6 DESCRIPTI, 1/4 Round Bead m , 3 •� 1 /B• Atpmnled aE47 ® Q 0 0 EXTERIOR SIDE GLAZING DETAIL .340 0/A Laminated Glass by SaluGa - Glass Type "C" > DESCRIPTION ° 3a 1 1/S' tNe Gass B e on gt-s a ist er SoPIeN PvB IMerWYer 3 ..090' 1 /B Heat - Strengthened 12444 1350 INTE INTERIOR SIDE � iD Glazing Adapter mg 9Daone 6 /IB' Laminated Glass _ © De • th .340" • GLAZING TYPE & DESCRIPTION$ DEPTH LNG LOVER MLLE D —. — . ® �' ./i • - / .p a 15 4 04513 C6EAT mu a 1 ACCESS )n.[ STILE ATTACHMENT iV PH/PHIL PANEL �� /� �� DETAIL LEFT 0/A Laminated Glass by 3olutia - Glace Type "D" RBM DBSC�itON DETAIL 1 VD' Haot- Strengthened Glow ,` � 1111 � y4, JGIe (SEE TABLE V/ CORRESPONDING B .Pm' SOW PVB Interloyer TYPE 6 OESCRIPTI@D ® r . �� 1 /B' Moot- Strergtheemtl Glass -. `- —N _ s 3 4 1/4• INSULATED AIR SPACE ® 9 1/2' TEMPERED GLASS !/4` Insulated Air Space .940" 0/A Laminated Glass by Solana - Glass Type "2 7(E DESCRIPTION DETAIL . C 1/6' Temp. Class EXTERIOR Glazing seed GLAZING DETAIL 2 1 116 Meat-Strengthened Glees ' •' al 4 .097 Went SDP Interla er + 3 118' Heat - Strengthened Gloss __ ) r 4 1 /4• INSULATED AIR SPACE qNp J 1 0 5 1/B' TEMPERED GLASS BOTTOM LErT am INTO (SEE 514 SAS OR SELF DRILLING SCREWS METAL STRUCTURE NOTES FOR SPACING) �{E..., I. MIN EDGE DIST. II _ 614 INTO (SEE (6053 TS MN) TUBE MULLION REFER TO APPROVED MIAMI -BADE NOA SKS DR SELF DRILLING SCREWS METAL STRUCTURE NOTES FCR SPACING) (5555 I. MW EDGE DIET. �1 (py2v GA. MIN 35 KSI MIN.) STEEL TUBE CR COLUMN (STEEL IN CONTACT V/ ALUM. TO BE PLATED OR PAINTED) as PRODUCT REVISED . iY Florida Oaf pDo AECept� • Oaf r .. ",�_ Oi I/4 MAX. SHIM TYP. It 1/4• Mp %. SHIM TYP. 9/16' ELCO TAPCDN V/ 1 U4• MD( EDGE DISi. 1 1 /2' MIN EMBED. 2• MIN 3/16' TAPCON V/ TYP (SEE NOTES FOR SPACING) OLE DIST .. ISi 1 1/2' MIN ENDED. INTO CONC. r TYp (SEE NOTES FOR SPACING) ,�,) Dhdeton r• ' (CONC. `O BE 3 KSI MIND z „- ' •'„ .' . , , 117111/41M0 J ' 2 x (P.T.) ROOD BU SEE GEN NOTE N ( 3) THOMAS b'OT03 PROPESSIO ENGINE ER FL L1C. 6DBBD /l 11 4(� 20111 LY 1t1 DATE JUL Revision Notes: A� 11' ��j r �/� 11 �. 1 ®/ 8501 NW L St. F 7 9� MEDLEY, FLORIDA 33166 elaed er p ereeqgaaeel f o ►LD BCCO 3 17/09 Reelee d w/ opueml Tlat el and �polat lock p/09)04 Revised to comply o /"FOC2004 - 11/01/� RSYlOOd t0 comply r/ PBCED07 $added 3 let look aAd fmalated pp glees Ol /22 /10 IIND V�TIIE • INS.) (3 696 - 8660 r '1 i ' 1/4 MAX. SHIM TYP. 'I_ J 1/4' MAX. SHIM TYP. MANUFACT(/RSR OF QUALITY A WINDOM AND CLASS DOORS Ame C(NU+ PPr16(a.0 PraA C .(gorge S � ANT/AIaM+ FKrN+ Imam NOA APPROVAL IMPACT FRENCH DOOR I ! 6 01 6 NOTE, NOTE' TO F INSTALLATION RAME UAMD ANDS FRAME HEAD. (T FRAME INSTALLATION OPTIONAL DETAILS Neteon Ereae "La Porte" Impact" French Out -Swing Door eP L arr y Na B� / B Seals, 1/2 Par( Amman ! mNNe'n FD -2003 ""4Api Lew* B. MIAMI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90 St. 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 by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 "1S- 8700 " Horizontal Sliding Window - L.M.I. APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "Series HS -8700 Horizontal Rolling Flange Impact Window ", sheets 1 through 6 of 6, dated 05/30/09 with the latest revision dated 01/19/10, prepared by Lawson Industries, Inc., 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 Division. 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 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. 06-0406.09 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 Jaime J. Gascon, P. E. MIAMIOADE COUNTY APPROVED tap MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 vwuw.miamidade.eovtbuildingcode NOA No. 09-0706.05 Expiration Date: April 11, 2012 Approval Date: February 10, 2010 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No L8700 -0901, titled "Series HS -8700 Horizontal Rolling Flange Impact Window", sheets 1 through 6 of 6, dated 05/30/09 with the latest revision dated 01/19/10, prepared by Lawson Industries, Inc., 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, XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI -08 -2033, HETI -08 -2034, HETI - 08 - 2035, HETI - 08 - 2036, HETI - 08 - 2037, HETI - 08 - 2038, HETI -08 -2116A and HETI -08- 2116B, dated February 28, 2008, all signed and sealed by Candido F. Font, P. E. 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 Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -3097, FTL -3098 and FTL -3364, dated December 6, 2001, December 11, 2001 and January 28, 2002, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under previous NOA No. 02- 0227.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by Lawson Industries, Inc., dated 06/02/09 with the latest revision dated 01/15/10, signed and sealed by Thomas J. Sotos, P. E. Complies with ASTM E1300 -02 E -1 Jaime J. Gascon, P. E. Chief, Product Control Division NOA No. 09- 0706.05 Expiration Date: April 11, 2012 Approval Date: February 10, 2010 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored interlayer" dated 05/04/06, expiring on 05/21/11. 3. Notice of Acceptance No. 08- 0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer" dated 04/17/2008, expiring on 04/17/20 F. STATEMENTS 1. Statement letter of conformance, dated June 10, 2009, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated June 02, 2009, signed and sealed by Thomas J. Sotos, P.E. 3. Laboratory compliance letter for Test Reports No.'s HETI — 08 — 2033, HETI -08 -2034, HETI -08- 2035, HETI -08 -2036, HETI -08 -2037, HETI -08 -2038, HETI- 08 -2116A and HETI -08- 2116B, issued by Hurricane Engineering & Testing, Inc., dated February 28, 2008, all signed and sealed by Candido F. Font, P. E. 4. Laboratory compliance letter for Test Reports No.'s FTL -3097, FTL -3098 and FTL -3364, issued by Fenestration Testing Laboratory, Inc., dated December 6, 2001, December 11, 2001 and January 28, 2002, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under previous NOA No. 02- 0227.05) G. OTHERS 1. Notice of Acceptance No. 06-0406.09, issued to Lawson Industries, Inc. for their Series "HS -8700 Aluminum Horizontal Sliding Window, approved on 02/15/07 and expiring on 04/11/12. E -2 Jaime J. Gascon, P. E. Chief, Product Control Division NOA No. 09-0706.05 Expiration Date: April 11, 2012 Approval Date: February 10, 2010 ��, ` \' /% /. APPROVED ELEVATIONS General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300 -98. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2007 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (0.0.), AND AS TABULATED ON SHEET 4. 4.) ANCHOR CONDITIONS NOT DESCRIBED 114 THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS. UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEET Ll4). AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET 84). 8.) SEE SHEET 3 FOR LOCK DETAILS & OPTIONS. 7.) SEE SHEET 4 FOR DESIGN PRESSURES AND SHEET 5 FOR GLASS TYPES. 8.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEET 2. 9.) HIT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 10.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 & ®3 FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2007 FRO CHAPTER 24, SECTION 11.3.3.3. 11.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 12.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI —DADE COUNTY APPROVED WINDOWS USING A MIAMI —DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 13.) ALL METAL /STEEL IN CONTACT NMI ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF ME 2007 FLORIDA BLDG. CODE. 14.) SEE SHEET g 5 FOR MULLION /METAL A7.TACHMENNT DETAILS. NOTES & OPTIONS. TEST UNIT SIZE. 74' X 83 INSTALLATION FASTENERS * (A) 8 AT FRAME HEAD (8 AT FRAME HEAD IF DP ABOVE 70.0) (2) 6 AT EA. FRAME SILL (8 AT FRAME SILL IF DP ABOVE 70.0) (C) 8 AT EA. FRAME JAMB * SEE GENERAL NOTE $3 & ®4. 1 1 a N 74' OVERALL FRAME WIDTH 73 INTERIOR FRAME WIDTH O r (wOLO.c.) r I 1. SAME ANCHOR SPACING AT HEAD & SILL 2. TWO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS WITH DP ABOVE ./- 70PSF 0 TOTAL) TWO ADDITIDNAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS WITH ABOVE ./- 70PSF CO TOTAL) 14' ( TAI. O. L) O.L.O. V } 13 l/1 ;;1 >1 .. PRODUCT REV8180 s axon:Ong _ with en Florida Batas Anzionon tdo "XO" TESTED WINDOW ELEVATION { "OX" REVERSED ) SERIES -8700 HORIZONTAL SLIDING IMPACT WINDOW — FLANGE FRAME LW.ltiDdam CgWd Division 17 (Ancolis,$) 13 I/4' ac. I� /4'as. 1 13 114' OL. 13 V4' GC. j NUN AILA Tg A T RE AS V%� AV S OPTIONAL ci) u 14 ui z 1 1 Q 1 z 1 1 1 i I APPROVED ELEVATIONS General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300 -98. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2007 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (0.0.), AND AS TABULATED ON SHEET 4. 4.) ANCHOR CONDITIONS NOT DESCRIBED 114 THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS. UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEET Ll4). AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET 84). 8.) SEE SHEET 3 FOR LOCK DETAILS & OPTIONS. 7.) SEE SHEET 4 FOR DESIGN PRESSURES AND SHEET 5 FOR GLASS TYPES. 8.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEET 2. 9.) HIT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 10.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 & ®3 FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2007 FRO CHAPTER 24, SECTION 11.3.3.3. 11.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 12.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI —DADE COUNTY APPROVED WINDOWS USING A MIAMI —DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 13.) ALL METAL /STEEL IN CONTACT NMI ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF ME 2007 FLORIDA BLDG. CODE. 14.) SEE SHEET g 5 FOR MULLION /METAL A7.TACHMENNT DETAILS. NOTES & OPTIONS. TEST UNIT SIZE. 74' X 83 INSTALLATION FASTENERS * (A) 8 AT FRAME HEAD (8 AT FRAME HEAD IF DP ABOVE 70.0) (2) 6 AT EA. FRAME SILL (8 AT FRAME SILL IF DP ABOVE 70.0) (C) 8 AT EA. FRAME JAMB * SEE GENERAL NOTE $3 & ®4. 1 1 a N 74' OVERALL FRAME WIDTH 73 INTERIOR FRAME WIDTH O r (wOLO.c.) r I 1. SAME ANCHOR SPACING AT HEAD & SILL 2. TWO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS WITH DP ABOVE ./- 70PSF 0 TOTAL) TWO ADDITIDNAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS WITH ABOVE ./- 70PSF CO TOTAL) 14' ( TAI. O. L) O.L.O. V } 13 l/1 ;;1 >1 .. PRODUCT REV8180 s axon:Ong _ with en Florida Batas Anzionon tdo "XO" TESTED WINDOW ELEVATION { "OX" REVERSED ) SERIES -8700 HORIZONTAL SLIDING IMPACT WINDOW — FLANGE FRAME LW.ltiDdam CgWd Division 17 (Ancolis,$) 13 I/4' ac. I� /4'as. 1 13 114' OL. 13 V4' GC. j NUN AILA Tg A T RE AS V%� AV S OPTIONAL ci) u 14 ui z 1 1 Q 1 z 1 1 1 i I EXTERIOR GRADE PERIMETER CAULKING N 1/4' TAPCDN V/ 1 V4' MIN. EMBEDMENT INTO CONC. CSEE ELEVATION AT SHEET B1 FOR MAX. FASTENER SPACING) 1 1 /B' MIN. EXTERIOR EXTERIOR GRADE PERIMETER CAULKING 4 •. . • • A • 4 .1 1%4' MIN. . EMBE,DMENT • 4 4.1 1 • 4'4 : °' 44. .• 4 ••••41' 1. ALL WOOD BUCKS ENGINEERED SEPARATELY 8 TO BE REVIEWED BY BLDG OFFICIAL (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM I 1 4' MIN. .. •ad. . EMBEDMENt• • ; 4 4. • • • 1/4' SHIM CLEAR SILICONE ADHESIVE BEDDING COMPOUND LAMINATED GLASS INTERIOR SILL RISER - OPTIONAL APPLIED WITH SILICONE SEE DP CHARTS ON SHEET 4 I/4 Max. SHIN SP 4.4 4 EXT. GRADE PERIMETER CAULKING NUT BY 'LAWSON INDUSTRIES'. TO BE APPLIED BY OTHERS (TYP.) 1/4' MAX SHIM SPACE 4 • 1 1/4' EMBEDMENT , • 4, 4 4 • . .• ad • 4 r 4 4 .f EDG f. DIS OPTIONAL SILL INSTALLATION DETAIL STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIF ED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT :Y LAWSON NDUSTRIES, INC. EXTERIOR ALTERNATE DETAIL W00D FRAME INSTALLATION DETAIL ]AolzaCaaiai R14 S.M.S. V/ 1 1/4' MIN. EMBEDMENT INTO WOOD CSEE ELEVATION AT SHEET BI FOR MAX. FASTENER SPACING) INTERIOR WINDOW INSTALLATION NOTES; L THE WINDOW FRAME FLANGE TO BE BACK- BEDDED V/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED V/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) PRODUCTREVISED amaipb4a5 with de Thdda saildisOlds Nao »-- 6 . WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8'. SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE 1112 SMS DR VD. SCREWS INTO WOOD, DR 1/4' TAPCDNS 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) •1 N U 1 1 i 1 m 0, S i1 1 1 1 1 1 1 2X WEED BUCKS BY OTHERS (TYP) INTERIOR FINISH (BY OTHERS) 414 S.M.S. V/ 1 1/4' MIN EMBEDMENT INTO VODD. (SEE ELEVATION AT SHEET 01 FOR MAX. FASTENER SPACING) 1' MIN. EDGE DISTANCE 1. ALL VDDD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) 2. V00D BUCK AND FRAMING (NOT BY LAVSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM �...•....,,.,. III EXT. GRADE CAULK ll{ffEKllff4{({{<(tlff 1l 1 Dl >1Y�`lTr EXTERIOR WALL FINISH BY OTHERS (TYP.) j" sn K YY' STUCCO EVER METAL LATH NAILED TO EXTERIER GRADE PLYV000 SHEATHING TO BE SPECIFIED BY ARCHITECT ER G.C. CEXTERIER FINISH BY OTHERS) NOT BY LAVSON INDUSTRIES, INC LOCK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LDT HANDLE LOCKS ARE QUALWIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. ExT. GRADE PERIMETER CAULKING NUT BY LAVSEN INDUSTRIES', TO BE APPLIED BY OTHERS CTYP.) LAMINATED GLASS SILICONE ADHESIVE BEDDING COMPOUND INTERIOR EXTERIOR 73' MAX. VINDOV FRAME BUCK WIDTH 74' MAX. WINDOW FRAME FLANGE WIDTH WINDOW INSTAU,ATION NOTES; 1. THE WINDOW FRAME FLANGE TO BE BACK - BEDDED V/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE ExPOSED EXT. PERIMETER OF THE VINDOV FRAME TO BE SEALED V/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8', SHIMS ARE NOT REQUIRED. ANCHORS NOTE; ANCHORS TO BE 412 SMS OR VA SCREWS INTO VOOD, OR 114 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) 1/4' SHIM • PT. VEOD BUCKS 1/4' TAPCON V/ 1 1/4• CDC MIN. EMBEDMENT INTO C .(SEE ELEVATION AT SHEET 41 . FOR MAX. FASTENER SPACING) 1/4' N MBEDMVO o a 1 1/8' MIN. EDGE DISTANCE Pi1000LTttovizen aaeWiybowlddFlaCW esw • ' - t JI/1 �, 05 Xi 1 1 O I4 lk 1 1 1 j 1 WINDOW WIDTH 1 HEIGHT 24 36 48 60 72 24 36 48 60 72 24 36 48 60 72 24 38 48 60 72 26.5 37 53.125 74 26.5 37 53.125 74 28.5 37 53.125 74 26.5 37 53.125 74 26.5 37 53.125 74 24 24 24 24 24 36 36 36 36 36 48 48 48 48 48 60 60 60 60 60 28 26 26 26 38.375 38.375 38.375 38.375 50.625 50.625 50.625 50.625 58 58 58 58 63 63 63 63 Jamb Anchors 3 3 3 3 3 3 3 3 3 3 4 4 4 4 5 5 5 5 5 3 3 3 3 4 4 4 4 5 5 5 5 5 5 5 5 6 6 6 6 H &S Anchors 3 4 6 6 6 4 4 6 6 6 4 4 6 6 6 4 4 6 6 6 4 4 6 6 4 4 6 8 4 4 6 8 4 4 6 8 4 4 6 8 DESIGN LOAD CAPACITY(PSF) - OX orXO WINDOWS +/- Pressures (psi) Glass Ty " A" (* 2) Glass Type "B" (* 2) I Glass Type "C" (• 2) I Glass Type "D" (* 2) Glass Type" E' (* 3) Glass Type 'F" (* 3) + psf - psf + psf - psf + psf - psf + psf 1 - psf I + psf - pet 1 + psf 1 - psf 80.0 80.0 80.0 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 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 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 65.0 65.0 85.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 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 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 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 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 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 65.0 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. 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 70.0 700 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 ea o 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 aao 80.0 80.0 80.0 800 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 sao 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 Eno 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 sao 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 sao 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 sao 80.0 80.0 80.0 sao eao 80.0 sao 80.0 80.0 80.0 80.0 80.0 eao Notes (*); 1) SEE SHEET 5 FOR GLAZING TYPES, DETAILS & SIUCONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW 3.) SILL wrrs RISER ADAPrER ARE FOR WINDOWS ABOVE +70.0 DP ADDrITONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE MLEVATION AT SHEET 1 OF 6) nom= swum as empty* with the Florida Batting Coda Das OR. All By DiwtMao SILL RISER - OPTIONAL APPLIED WITH SILICONE I FOR DP ABOVE +70.0 PSF ggi monl a . err 1 1 it a al HS -8700 FLANGE FRAME WINDOW HILL OF MATERIALS ITEM B PART # READ. DESCRIPTION REMARKS 1 L -7703 1 FRAME HEAD 6063 -T6 ALUMINUM 2 L -8701 1 FRAME SILL 6063 -16 ALUMINUM 3 L -7701 1 FRAME FXD. JAMB 6063 -16 ALUMINUM 4 1-7704 1 FRAME FIXED MEETING RAIL 6063 -16 ALUMINUM 5 L -7705 1 VENT MEETING RAIL 6063 -16 ALUMINUM 6 L -7707 1 VENT TOP /BOTTOM RAIL 6063 -T6 ALUMINUM 7 L -8703 1 FRAME VENT JAMB 6063 -16 ALUMINUM 8 L -7706 1 VENT JAMB LATCH RAIL 6063 -16 ALUMINUM 9 L -8702 1 FRAME SILL TRACK 6063 -15 ALUMINUM 10 L -8705 1 FRAME SILL RETAINING CLIP 6063 -T5 ALUMINUM 11 1-7708 AS REG'D. GLAZING BEAD ( 3 /B') 6063 -T5 ALUMINUM 12 FS -006 AS 20212. FRAME ASSEMBLY SCREWS 08 X 3/4 P.H. PHILLIPS 13 FS -040 AS READ. INSTALLATION SCREWS 814 SMS F.H./PHIL. 14 • AS REIM COLONIAL FALSE MUNTIN ALUMINUM 15 PVS -003 AS RED'D. FIN SEAL WEATHERSTRIP .187' • • 230' h 16 PVS -005 AS RECT. FIN SEAL WEATHERSTRIP .187• • x .350' h 17 PVS -009 AS REG'D. FIN SEAL WEATHERSTRIP .187- • • .310' h 18 L -7711 AS RE0'D GLAZING BEAD 2 INSULATED) 6063 -T5 ALUMINUM 19 L -7531 AS REG'S BEAD VINYL BULB 1/4• DIA. BULB 83033 20 1-8706 AS REND SILL RISER ADAPTER 6063 -T5 ALUM.- OPTIONAL 21 L -7539 2 VENT EXTRUDED SPRING LATCH 6063-75 ALUMINUM 22 HC -057 -1 2 VENT MOLDED SPRING LATCH MOLDED NYLON 23 L -7523 1 x LATCH LATCH SPRING STAINLESS STEEL 24 • 2 SILL/JAMB JOINT GASKET 1/16• CLOSED CELL FOAM 25 12 -041 2 SILL RAIL ASSEMBLY SCREV 82 X 2 1/4 PJI./PHIL 26 HC -044 -1 2 VEEP FLAP & BAFFLE • 27 HC -240 -1 2 SASH ROLLER & HOUSING • 28 HC -026 -1 1 SCREEN FRAME A MESH • 29 • 1 ATTACHMENT SCREW 2 CLIP 28 X 5/8' S.D.S. 30 HC -058 -1 2 VENT SWEEP LATCH MOLDED NYLON 31 HC-059 -1 2 VENT SWEEP LATCH DIE CAST METAL 32 • 1 X Anchor FRAME SILL ANCHOR CLIP 6053 -25 ALUMINUM 33 • 2 LAMINATED GLASS See Detail @ sheet 5 of 6 34 • AS REO'O. GLAZING SILICONE See Data 2 sheet 5 of 6 35 SM -5504 AS RE010. JOINT SEALANT • 36 • AS REO'D. PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL LAMINATED GLASS COMPOSITION - TYPE B MASS DESCRIPTION W6• ANIEALLED GLASS REM 2 0292' PLASTIC INTERLAYER l/2 ANNEALED GLASS LAMINATE DESCRIPTION £AFLEXIKEEPSAFE Br SmUTW LAMINATED GLASS COMPOSITION - TYPE D CUSS OffiCRIPT70N HEAT- STRENGITENED GLASS 0.597 PLASTIC INTF- RLATER 118• NEAT- 51RENG 110500 GLASS 2 3 COI DETAIL WARMTH DESCRIPTION BUTACITE PVB Br 71IP121T• LAMINATED GLASS COMPOSITION - TYPE E MASS DESCRIPTION 1/B' MEAT- STRENGHTENED GLASS wen 2 0497 PLASTIC INIERLAYER LID' HEAT- SIRENGHTENED GLASS 14104AT6 052009RON SAFLU/Iff.EPSPFE Bp •O.UTUV LAMINATED MASS COMPOSITION - TYPE F GLASS DESCRIPTION 118• ANNEALED 1 .2.55 ITEM 2 3 0090• PLASTIC TIDEWATER 1/B• AIDffW.EO LASS 12109747E DESCRIPTION BUTACITE PVB Br =PIMP INSULATED LAMINATED GLASS COMPOSITION TYPE A MASS DESCRIPTION l/8• ANNEALED GLASS D 3 S 0097 PLASTIC INTERIAYER 1/F2 ANNEALED GLASS Mr INSULATED MR SPACE 1/7 ANNEALED LASS 14100616 DESCRIPTION SAFLEK PVB Br 'SG-UFaV INSULATED LAMINATED 612.88 COMPOSITION TYPE C OUSE DESCRIPTION 1/D• ANNEALED GLASS 2104 2 3 5 5297 PLASTIC IRTERLATER tor NNEALED GA5S 1/r IASWTED 412 SPACE 1/7 ANNEALED GLASS 112067E 0020002102 PVS Br SG.YTIA GLAZING DETAILS AND OPTIONS ALUMINUM MULLION SEE MILLION APPROVALS FOR MULLION TYPE. SIZE AND MAX. DESIGN PRESSURE UMRATIONS. (ALUM. 0.078 - MIN. 121CK) NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN PERIMETER SENANT EXTERIOR GRADE WINDOW FRAME PERIMETER CAULKING ©2 FRAME MULLII1_NG DETAIL SEE MULLION APPROVALS FOR MULLION TYPE. SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN 1/4' MAX. SHIM INTERIOR WINDOW FRAME EXTERIOR 0 12 X 3/4- S.D.S. FLAT HEAD, PHILLIPS. (SEE ELEVATION AND DP TABLES FOR QUANTITY AND FASTENER SPACING) EXTERIOR B 1 25.0.5.5 1 SEE ELEV. PoR SPACING NOTE: 1. ALL STEEL IN CONTACT WITH ALUM. TO PIE PAINTED OR PLATED. 2. METAL STRUCTURES: A) STEEL : Fy 35 4511 MIN. (STEEL 18 GA MN. THICK - 0.0481 8) ALUMINUM : 6063 -T5 MIN. (ALUM. 0.070• MIN. THICK) RI _i_ W; e.r_ STRU se complyingwitbdieModis SaildIngeoda 00 - 0 06. 05 Data :Z:WiI WIZ All Miami , ��,�.� Division cf) 1 0 O z 09 O 0 0 CNN 00 .8 2 v i 1 f 3 i 1 1 1 °o • FRAME HEAD L -7803 I FRAME L -7801 O . 1 --- FIXED JAMB a6z 800 SILL TRACK L -8702 "'° O • \• FRAMF TOP CORNER O I _ I �. FRAME /E2VFW II 2! 2403 SILL RETAINING CLIP L -8705 TO z2.651 \ vF TOP RPM FRAME JAYS 1439 —+I 'AEA I I '41100' j�. I i I . ' • , O VENT TOP CORNER O FRAME BOTTOM CORNER FRAUE MBI FRAME SILL. L -8801 O — 2274 FRAME VENT JAMB L -8802 O 7s4 2000 a6e e443 � VENT SPRING L -7539 21 LATCH .062 Lem �' vFnR �Ma RAn • \.. Fc_ SILL \ \ \ �'q ,\ RAII �. ,,:' \, I ti FRAME SILL / MEETING ,,,, � ; �! 1 :. �1 - - -- - - 498 UM 770 VENT INTERLOCK RAIL L -7708 FIXED MEETING RAIL L -L-7704 VENT L - 7707 © TOP/BOTTOM RAIL 1�>s --{ I 0 -062 ea6e O VEM ROTJQi RA VENT BOTTOM CORNER g I 1 1964 ��,� ePes 1 FRAME & SASH CORNER ASSEMBLY DETAILS LI.075 °� 1 "" VENT JAMB RAIL L -7708 frame sill anchor clip L -8830 32 GLAZING BE AD 11 GLAZING L -7711 0 BEAD SILL RISER ADAPTER L -8708 20 S0° C ` PRODUCT REVISED vrgbmcFlOrl� ceNo•` - 006 05 O 1470 ggp 750 FI ' 51 1 z'9° .� illIk .773-4 X237 —II— :., cmaol r�- BUILDING CODE COMPLIANCE OFFICE (BCC PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA Eastern Metal Supply, Inc. 4268 Westroads Dr. West Palm Beach, Florida 33407 Q ZCZEUIS DEC 2 8.2010 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildinacodeonhne.con4 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.050" Solid Bertha Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 05 -078, titled " 0.050" Bertha Aluminum Storm Panel ", sheets 1 through 15 of 15, and 1A of 15, prepared by Tilteco, Inc., dated 04/28/2005, last revision #1 dated 04 /28/2005, signed and sealed by Walter A. Tillit Jr., P.E. on 09/15/2005, bearing Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the 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 renews NOA # 05- 0926.03 and consists of this page 1, evidence submitted pages E -1, E -2, E -3, & E-4 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. o7 /7 NOA No. 08-0623.06 Expiration Date: 08/07/2013 Approval Date: 07/31/2008 Page 1 Eastern Metal Supply, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96- 1203.08 A. DRAWINGS 1. Drawing Number 96 -331, Eastern Metal Supply, Inc., 0.050" Bertha Storm Panel, sheets 1 through 8 of 8, prepared by Tilteco, Inc., revision 2, dated 07/15/97 signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test on 0.050" aluminum storm panels, prepared by American Test Lab of South Florida, Test Report No. ATL #1022.01 -96 dated 11/08/96, signed and sealed by William R. Mehner, P.E. C. CALCULATIONS 1. Comparative Analysis and Anchor Analysis, dated 10/21/96, pages 1 through 15, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit Jr., P.E. 2. Calculations for revised anchor schedule, dated 05/02/97, pages 1 through 33, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit Jr., P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report of coils, dated 01/23/96, for Aluminum Alloy 5052 -H32 by Barmet Aluminum Corporation with chemical composition and physical properties. 2. Certified Tensile Test Report by Certified Testing Laboratories Report No. CTL #846B dated 10/31/96, for Aluminum Alloy, signed and sealed by Ramesh Patel, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #98- 0817.16 A. DRAWINGS 1. Drawing No. 98 -172, titled "0.050" Bertha Storm Panel", prepared by Tilteco, Inc., dated July 7, 1998, last revision #1 dated July 7, 1998, sheets 1 through 8 of 8, signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. Mill Certified Test Report issued by Nichols Aluminum dated 05/28/98, with chemical composition and mechanical properties of the 3004 -H34 Aluminum Alloy panel. E -1 )/� 1Q Ly.ctuly A. Makar, P.E., M.S. Product Control Examiner NOA No. 08-0623.06 Expiration Date: 08/07/2013 Approval Date: 07/31/2008 Eastern Metal Supply, Inc. B. TESTS 1. None. C. CALCULATIONS 1. None. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #00- 0602.04 A. DRAWINGS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01- 0516.06 A. DRAWINGS 1. Drawing No. 01 -058, titled " 0.050" Solid Bertha Aluminum Storm Panel", sheets 1 though 15 of 15, prepared by Tilteco, Inc., dated August 27, 2001, signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, per SFBC PA 202 -94 2) Large Missile Impact Test per SFBC, PA 201 -94 3) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 along with marked -up drawings and installation diagram of 0.050" Solid Aluminum Storm Panels Shutter, prepared by ATL of South Florida, Test Report No. 0221.01 -01, dated 05/02/01, signed and sealed by Hemy Hattem, P.E. 2. Addendum to ATL of South Florida, Test Report No. 0221.01 -01, dated 10/12/01, signed and sealed by Henry Hattem, P.E. 3. Addendum to ATL of South Florida, Test Report No. 0221.01 -01, dated 02/04/02, signed and sealed by Henry Hattem, P.E. C. CALCULATIONS 1. Anchor Analysis, dated 09/10/01, pages 1 through 53, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit Jr., P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report of coils, dated 04/24/01, for Aluminum Alloy 3004 -H34 by NA Nichols Aluminum with chemical composition and physical properties. 2. Certified Tensile Test Report by QC Metallurgical, Inc., Report No. 1CM-384, dated 03/26/01, signed and sealed by frank Grate, P.E. E -2 y A. Makar, P.E., M.S. Product Control Examiner NOA No. 08- 0623.06 Expiration Date: 08/07/2013 Approval Date: 07/31/2008 Eastern Metal Supply, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03- 0707.02 A. DRAWINGS 1. Drawing No. 03 -141, titled " 0.050" Solid Bertha Aluminum Storm Panel", sheets 1 through 15 of 15, prepared by Tilteco, Inc., dated July 02, 2003, last revision #1 dated July 02, 2003, signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. E. OTHERS 1. Letter from Tilteco, Inc., dated July 03, 2003, signed and sealed by Walter A. Tillit Jr., P.E., stating that the only change from the previous approved drawing # 01 -058 are the general notes #1 & #11 to reference the Florida Building Code and the ASCE 7 -98 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 05- 0926.03 A. DRAWINGS 1. Drawing No. 05 - 073, titled " 0.030" Thick Galvanized Bertha Steel Storm Panel", sheets 1 through 9 of 9, and IA of 9, prepared by Tilteco, Inc., dated 04/25/2005, last revision #1 dated 04/25/2005 signed and sealed by Walter A. Tillit Jr., P.E. on 09/15/2005 B. TESTS 1. Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of Galvanized Steel Storm Panels, prepared by American Test Lab of South Florida, Report No. ATLSF 0616.01 -05, dated September 15, 2005, signed and sealed by William R. Mehner, P.E. C. CALCULATIONS 1. Storm panel shutter Calculations, sheets 1 through 91 by Tilteco, Inc., signed and sealed by Walter A. Tillit Jr., P.E. on 09/13/2005. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. Tensile Test Report from QC Metallurgical, Inc., Job No. 51M-926, dated September 20, 2005, tested per ASTME8 -93, signed and sealed by Frank Grate, P.E. E -3 HL% /1 &� He A. Maker, P.E., M.S. Product Control Examiner NOA No. 08- 0623.06 Expiration Date: 08/07/2013 Approval Date: 07/31/2008 Eastern Metal Supply. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. E -4 y A. Makar, P.E., M.S. Product Control Examiner NOA No. 08-0623.06 Expiration Date: 08/07/2013 Approval Date: 07/31/2008 GENERAL. NOT 1. STORM PANEL SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2004 ED/709 OF THE FLORIDA BUILDING CODE DESIGN WAD LOADS SHALL BE DETERMINED AS PER SECTION 1820 OF 174E ABOVE MENTIONED CODE FOR A BASIC WAD SPEED AS REAUIRED BY 711E JURISDICTION WHERE STORM PANEL WILL BE INSTALLED, AND FORA DIRECTIONALITY FACTOR Kd=085, IN ACCORDANCE W177/ ASCE 7 -98 STANDARD. IN ORDER 7O VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.A.D. AS TESTED WERE NOT OVER STRESSED, A .93R INCREASE IN ALLOWABLE STRESS FOR WAD LOADS WAS NO2 USED W THEE? ANALYSIS. A DURATION FACTOR CO =1.80 WAS USED FOR VERIFICATION OF FASTENERS IN W000. STORM PANEL'S ADEQUACY FOR IMPACT AND FA77/715 RESISTANCE HAS BEEN VENDED. W ACCORDANCE 144774 SECTION 1609.1.4 OF THE ABOVE MENTIONED CODE AS PER AR REPORTS # 1022.01 -01, / 0221.01 AND d 0616.02 -05 AS PROTOCOLS TAS -201, TINS -202 AND T5S -203. 2. ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052 -132 OR 3004 -1134 ALLOY. 3. ALL ALUMINUM EXTRUSIONS SHALT. BE ALUMINUM ASSOCIATION 6063 -T6 ALLOY & TEMPER UNLESS OTHERWISE NOTED. 4. ALL SCREWS 70 BE STAINLESS 5758. 304 OR 318 AID SERME5 OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 W/ 50 *el YIELD STRENGTH AND 90 lad TENSILE STRENGTH. 5. BOLTS TO BE ASTM A -307 GALVANIZED STEEL OR A/5/ 304 SERIES STAINLESS STEEL, WITH 35 kal MINIMUM YIELD STRENGTH. B. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (A) TO DOTTING POURED CONCRETE - 1/4' 0 TAPCON ANCHORS AS MANUFACTURED BY LEW. WE-DM (REGULAR OR 410 S.S.) - 1/4 0 CRETE-FLEX 554 ANCHORS AS MANUFACTURED BY (LCD TEXTRON. - 1/4' 0 CF TAP -GRIP ANCHORS (BERTHA STUD- CON), A5 MANUFACTURED BY TRU -FAST CORPORATION. - 7/4' 0 ZAMAC NAEUN ANCHORS AS MANUFACTURED BY POWER FASTENERS, INC. - 7/4' 0 x 7/8" CALK -/N ANCHORS OR ELCO male & female k'AN£LMATE AS MANUFACTURED BY POWER FASTENERS, INC. AND ELCO TEXTRON, RESPEC1NE LY. - 1/4" 0 x 3/4' ALL POINTS SOLID -SET ANCHORS AS DISTRIBUTED BY ALL POW7S SCREW, BOLT & SPECIALTY COMPANY. NOTES: A7) /174870/1 EMBEDMENT LVTO POURED CONCRETE OF TAPCON ANCHORS OR CRETE -FLEX 554 I5 / 3/41 FOR Z4/640 14411.19 ANCHORS IS 1 3/81 FOR 117.00 PANE'UTATE ANCHORS IS 1 3/41 AND FOR CF TAP -GRIP ANCHORS IS 1 1/4'. A.2) 7/8' CALK -19 ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EUS£DMENT INTO STUCCO SHALL BE PERMITTED. 1/4 "0 -20 SCREWS USED SHALL BE 1 1/r LONG MINIMUM SHOULD STUCCO EXIST, AND 1 MINIMUM FOR WALLS WRH NO STUCCO. .4.3) MERWLW EMBEDMENT OF 1/4'0 x 3/4 ALL POINTS SOUD -SET ANCHORS SHALL BE 7 /B° INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL. BE PERMITTED. 1/4" 0 -20 SS MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO. A4) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS SHALL BE GONG ENOUGH 70 REACH THE' MAW STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL BE AS INDICATED ON NOTES A7) & A.2) ABOVE (8) 7O EXISTING CONCRETE BLOCK BMW - 1/4 0 7490014 ANCHORS AS MANUFACTURED BY 1.1 :W. BUILDEL (REGULAR OR 410 5.5.) - 1/4 0 CRETE -ILEX SS4 ANCHORS AS MANUFACTURED BY E1.00 TEXTRON. - 1/4 0 CF TAP -GRIP ANCHORS (BERTHA STUD -CON), AS MANUFACTURED BY MU-FAST CORPORATION. - 1/4 0 ZAMAC MA1RIN ANCHORS AS MANUFACTURED BY POWER FASTENERS, INC. - 1/4" 0 x 7 /8' CALK -114 ANCHORS OR ELCO male & female *PANEMAW7E AS MANUFACTURED 8Y POWER FASTENERS INC. AND ELCO TEXTRON, RESPECTIVELY. - 1/4' 0 x 3/4 ALL POIN7S SOLID -SET ANCHORS AS 17/579/80780 BY ALL POINTS SCREW. BOLT & SPECIALTY COMPANY. NOTES: 8I) 91/1/909 ENBEDMFM OF TAPCON, ELCO PANEUNIT5, CF TAP -GRIP AND CRETE -FLEX SS4 ANCHORS INTO CONCRETE BLOCK UNIT SHALL BE 1 1/41 1 3/8 FOR ZAMAC NAILIN ANCHORS. B.2) 7/8' CALK -W ,ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE 8LDCK UN/T. NO EMBEDMENT INTO STUCCO SHALL BE PERMT7789 1/4 ° 0 -20 SCREWS USED SHALL BE 7 1/2 LONG MINIMUM SHOULD STUCCO EXIST, AND 1 MINIMUM FOR WALLS WITH NO STUCCO. 8.3) MINIMUM EMBEDMENT OF 1/4'0 x 3/4' ALL POINTS 5/1D -SET ANCHORS SHALL BE 7 /8' INTO 7715 CONCRETE 81001. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 0 -20 SS MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD S7U000 EXIST, AND 1' MINMUM FOR WA11..3 WITH NO STUCCO, 8.4) 114 CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON 711E EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PAWLS. ANCHORAGE SHALL BE AS INDICATED ON NOTES IN 8.1) AND 8.2) ABOVE (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMEUDATONS AND SPEOF7CAT7ONS OF THE ANCHOR'S MANUFACTURER. 7. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 RIMY 76 (SHEET 3 & 7 OF 15) EXCEPT THAT HEADERS 2, 3 it 4 SHALL NOT BE USED. 8. IT SHALL BE THE RESPONSIBIIIY OF THE CONTRACTOR TO VERIFY THE S009011SS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOOD FRAME BUILDINGS, 9. THE INSTALLATION CONTRACTOR 15 TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH MAIN W CONTINUOUS CONTACT MTH 711E BUILDING TO PREVENT WWD/RAIN INTRUSION. CAULK AND SEAL 51UTTER TRACKS ALL AROUND FULL LENG714. 10. STORM PANEL INSTAUATION SHALL COMPLY WrTH SPECS MOTORED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT I5 APPLIED TO. 71. (( THIS PRODUCT APPROVAL DOCUMENT 9A.D.) PREPARED BY THIS DONEE? /5 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SHE SPECIFIC PROJECT,; i.e- WHERE THE VIE CONDITIONS DEVOTE FROM THE P.A.D. (D) CONTRACTOR 70 BE RESPONSIBLE FOR 714E SELECTION, PURCHASE AND WS7411.4TON INCLUDING LIFE SAFETY OF 7145 PRODUCT BASED ON INS PAX. PROVIDED HE/SHE DOES NOT 08947E FROM THE CON01770NS DETAILED ON 71115 DOCUMENT. CONSTRUCTION SAFETY AT SITE 15 THE CONTRACTOR'S RESPOA8TBRRY. (e) THIS PRODUCT APPROVAL DOCUMENT WILL BE CONSIDERED INVALID IF 900/9/ O. (d) SITE SPECIFIC PROTECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (50.R.) FOR THE PROTECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.A.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE PAD. ENGINEER, SHALL SUBMIT 70 MIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW.. (e) 771I5 PAD. SHALL BEAR 771E DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD T PREPARED IT. • 12. SHUTTER MANUFACTURER'S LABEL SHALL BE PLACED ON A READILY AND VISIBLE LOCATION AT PANEL ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABEL SHALL READ AS FOLLOWS: EASTERN METAL SUPPLY, INC. WEST PALM BEACH, 11. MIAMI -LADE COUNTY PRODUCT CONTROL APPROVED. • SEP 1 s 2005 / IL E C O INe. ` 111.1)' 7897790 & ENOAEERINO COMPANY 0m xa May__ am aaa Wmw in rM . � E FtDDa L 11 .D MAIM TUT A. T # 4r. P. rak: ®4sre7 I OD 01 -147 1 A PRODUCT REVI8790 ea Eddins comp17I09 WDh the Reside Code AceepteeteNo. - • ' Z ..03 Ezplr*dloe Date • ;7,61`.. o8 F.B.C.(High Veloclty Hurricane Zone) 0.050' BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC. 4279 WESTROA00 11/11 WEST PALM BEACH, F133407 uc m1 asuxm I Am mat asesam LO. DRAWN 8Yr 4/28/05 DATE 05 -078 DRAWN& 8. 8X£67 1 OF 15 �—a ra'-- �--- -.ra7e •---�— z rx •-• 1Q ALUMINUM PANEL ® 3' AN[[!/A" RUZD OUT BR41CKET ® t P4 2 0/t•a6 O6E:7/C. I• 7661, V4• u r MINI WALL 1.75510.832 ANGI R wow STUD 9660 try• - I• c. AM /4 SZSIDLZ KEY HOLE AT PANE, S660 , .ya• . I ALMINATE LXAImN 10 2'x5 AX.)x //B' ANGLE YAM S111D ALUMINUU HALF PANEL ®1 1/4' MAX. a 0, =MAW 96116, J/s'. 1 ROUND HOLE AT PANE( (OPTION TO 12) COMPONENTS 1 /16 —Ir 13 LOCLIKILEJYAVER 3I00-0014 AA/Aa AI124 Seat, 3/0'. r• ® `ham HEADER ® REVERSED `F' ANGLE TRACI( MAL : .1/8". 1. 40t, Va 1• (3) 6/8 ROLES Al TOP MS I 27 E FOR 1/4' -200f" S.S. 1RAMS SCREW IMPCOAS 12 '4 AMMAN LEO 1.06000 3/I11`x7`x14' LONG WALL PLATE sevo 7/ie•- r ® 3' Max. 'U' BUILD OUr 9666 , 7/0". ,• 7. ® 'r WRACK ANGLE 0666 a t/e• - I• IL E C O INS. MUT 7ES7100 & 6N010020RN0 COMPANY 600 2 . 111e6=41 . .1.00 68-0006716 SEP 1 6 2005 AMA L i « 1 rte' rene I N 1111111UR • II iVVVVVVV � , . 87S' y �.6.0• DR .060• .ass• DETAIL 1: snm W/ aRE cts7 IMO NOEL MATEO WM NUT 7 ® _-U HEADER 6012(, 3.41 - 1• ® STUDDED ANOLF $s Division 0061 .40 Mut ALAN ORS I• PRODUCT MEND 866_'1677(717344 o0I x6iel Ageepameee Elpirapetlear 0 - 0 ��8 of < .4. � F..B.C.(High VelocR, Hurricane Zone) 0.050" BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC. 4268 743072705 8R. WEST PALM EFAGA A. 17407 Mall KIM= 4 I4 1 .;>rA1. I . I 0 2P 9,084 /m om. L2 DRAWN Ere 4/28 /05 a7r 05 -078 0RAWdb NA MEET a 07 15 1 -3" 1 Ma* n. CONCRETE ANCHORS (SEE SCHEDULE) STORM PANEL TYPICAL ELEVATION SCALE : 1 /B" = 1" SECTION A-A SCALE : 1/8" = 1° TRACK TOP COMPONENTS, SHEET 1A OF 15) r -I 1 M AM. — BOTTOM TRACI( (SEE COMPONENTS, SHEET 1A OF 15) Wes' ALW iiiWM I i i ► A / IL EC 0 Inc. \ MO 41-e4e 4/89/09 6 e PRODDCP REVISG) e9 emeplTlog Wit As Florida Balding Cole AscepLOVLn No !Maud ldvhdou 0.050" BERTHA ALUMINUM STORM PANEL F.B.C.(High Velocity Hurricane Zone) EASTERN METAL SUPPLY, INC. TI WT TESTING & ENGIN66PlNO COMPANY 4288 WESTROADS DR. ems Ms M m . Z 0161 08 ,6e 107:57 PALM SEW n. !3407 • Fl,��T r. P. £ en de I MOWN I Mr I m: r I NOM= I ma .0 og L.a DRAWN 9Y7 4/28/05 DATE 05 -078 DRAWING No MIT 2 Dr IS CONCRETE ANCHORS g ' (SEE SCHEDULE) 1 Mn. e e e e r 1 1 r r , T T 7 71 7 1 7 r T t 1 r r t • r r t T r r t t r r r r1 V Y Y i (SEE SCHEDULE ON SHEET 9 1 I s 1 -3" 1 Ma* n. CONCRETE ANCHORS (SEE SCHEDULE) STORM PANEL TYPICAL ELEVATION SCALE : 1 /B" = 1" SECTION A-A SCALE : 1/8" = 1° TRACK TOP COMPONENTS, SHEET 1A OF 15) r -I 1 M AM. — BOTTOM TRACI( (SEE COMPONENTS, SHEET 1A OF 15) Wes' ALW iiiWM I i i ► A / IL EC 0 Inc. \ MO 41-e4e 4/89/09 6 e PRODDCP REVISG) e9 emeplTlog Wit As Florida Balding Cole AscepLOVLn No !Maud ldvhdou 0.050" BERTHA ALUMINUM STORM PANEL F.B.C.(High Velocity Hurricane Zone) EASTERN METAL SUPPLY, INC. TI WT TESTING & ENGIN66PlNO COMPANY 4288 WESTROADS DR. ems Ms M m . Z 0161 08 ,6e 107:57 PALM SEW n. !3407 • Fl,��T r. P. £ en de I MOWN I Mr I m: r I NOM= I ma .0 og L.a DRAWN 9Y7 4/28/05 DATE 05 -078 DRAWING No MIT 2 Dr IS „�,,,,,,,, OR CONCRETE REQUIRED I —f (SEE SCHEDULE) 1 SEE SCHEDULE FOR Ian. somnan m mass LJ SECTION 0 ANCHOR SECTION 0 STUD WALL MOUNTING INSTALLATION SECTION 1 SC4LE ` 3/8 ” T WALL MOWING DSTALLATION - SECTION 2 (TOP) WALL MOUNTING INSTALLATION SECTION 2 SCALE : JAB o E R " EDGE DISTANCE SEE SCHEDULE ON tD 8r 1 J OF 75) NOTE FOR COMBINATION OF SECTIONS WALL MOUNTING SECTIONS CAN BE COMSWED IN ANY WAY TO MAT ANY !MSTAUAAOAL ID pis BUILD OUT INSTALLATION SECTION 3 sour : a/a• " r / IL EC O INC. nostrarnmene Baling Ords Acaroow No an Data :s61k 17 Miami Dad art CoTY.d Division BUILD OUT INSTALLATION SECTION 4 sauE : sie• = t• 0 6 PRODUCT REVISED es complying with MmHg Raieiog Code Ahepamee No • EaPieMiea Deter :7L]� /L( • ° . , 8 Division F.B.C.(High Velocity Hurricane Zone) 0.050 BERTHA ALUMINUM STORM PANEL DRAtWlQi Diy EASTERN METAL SUPPLY, INC. ' " 4288 Ads1ROADS ae WEST PALM HEWN a 33407 05 -078 MUT mos R � T . E G 1N MUNG COMPANY Nmnl r , Aft. a . Jm . ( i-J 1m r OWENS No WAL L � N I D 0.T-141 marg. I 4 � /80 m r I 0.1111132 I au[ SHEET 2 OF 75 BUILD OUT INSTALLATION — SECTION .5 SCALE : 3/a' - 1' E D. - EDGE DISTANCE SEE SCHEDULE ON 10 & 11 OF 15) NOTE FOR °OMEOVAnoN OF SECTIONS WALL/FLOOR/CEILW0 MOUNTING SECTIONS CAN BE COMBINED GV ANY WAY TO SUIT ANY INSTALL4710N. CONCRETE RS —E (Sir SCHEDULE) \ POURED REOUNED CONCRETE Ea E0. \ \ \1 \ \ \ \ \ \ \ \\ YII ---® Cant 1SEE SCHEDULE FOR J^ M10. SEPARATION TO GLASS Coot 1. ) / / / / / /// / / // / / / / /// POUREEO CONCRETE J I I -1 � (SCONC SCHEDULE) D.— CEILING & FLOOR MOUNTING INSTALLATION — SECTION f SCALE : JAI" - 1 7� NUT O EVERY STUD 0 12'0. (SEE SCNEDULE7 I CONCRETE ANC14ORS POURED CONCRETE 1 \ \\\\� ALTERNATE LED LOCATION— Cant. 7 4' BOJ 2 12' a _I SEE SCHEDULE FOR Min. SVARATION TO CLASS r z4- BOLLS W/ 'fir a32 1 12 0 a y O Cant / / / / / /) / / /// / / / / /// PO CONCRETE — 1'41 / / (SEE SCHEDULE? E O.—r CEILING & FLOOR MOUNTING INSTALLATION — SECTION 7 SCALE : 3/8' - 1' —0 IL ECOIN6.\ TALK TOWNS & ENOINEENINO COMPANY 11.153 ' 1 . n 710 Lae 4 7111 JEt' 1 b 2009 WAI F505104 Lk. / 14187 OR " 1 °�/ s0!!D -SET PANEIENTE OR CF WP-GRIP (1EE SCHEDULE) / // //// /// // POURED CONCRETE OR 41 REQUIRED CA1X -24 OR ALL P°D? SOUR - SET OR WO mole /amale ( TAP -GRIP WALL MOUNTING INSTALLATION (D. M.) — SECTION B SCALE : 3/B° - I DRODUCT RENEWED as complying with de 'Waft Oak No _o . 06 Mamma= / _ { I57Ern. SEPARATION FOR 4 TO cuss z 010 47 - 141 1 4/0/4! • 1 - PRODUCT REVISED as ca pplying N 1A the Florida Onldlag Cale 113 - , tme No Es MA N17arci DivCyoo F.B.C.(High Velocity Hurricane Zone) 0.050 BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC. 4208 MVO= DA WEST PAW BEACH PI 33407 00 °a 4aatrRN 1 am MA A. 1 mmvoar 1 Amt i 0 8 to MAW BO 4/28/05 OAIE 05 - 078 04400N1 No - • 1 - - 5141111 4 OF 13 CONCRETE ANCHORS (SEE 501@0 POSED CONCRETE REQUIRED POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) WALL MOUNTING INSTALLATION SECTION 9 SCALE : 5/8" 0 1' TEA a fDCE� �TS 10 & 11 OF 15) NOTE FOR COMSWATION OF 53017055 WALL/FLOOR /CEBJNC MOUNTING SECTIONS CAN BE COWED IN ANY WAY TO SUIT ANY INSTALLATION. CAL( -IN OR ALL POINT SDUD -SET OR aco mole //emo1 PANELWTE OR EELLO mob//emale PNEU ATE PLUS Q� W ? W /l /'6 20 7 F l 80L ®+ + (SEE SCHEDULE FOR SPACING) POURED CONCRETE REQUIRED 1/4' 0 -20 0 1` SSIAS 8/ 7/8' 0 x 3/32' 0887 NUT a 12' O. C. POURED CONCRETE OR CONCRVE 880 WAL. REQUIRED CONCRE75 ANCHORS (SEE SCHEDULE) .1 SEE SCHEDULE FOR Lib. SEPARATION WALL MOUNTING INSTALLATION SECTION 1Q SCALE.: J /8' a 1' ME WAIN BOLTS ARE J /4'6x.7 J2?N1CN HEAD S PER NOTES BR (SHEET 7) pTESSp.8 & d 1) AS PEA -0 CALK-51 OR AU. MAT RED m to /!emote PANE� OR OR aco male/lomde PANE:W.4TE PLUS / 733/1 4 0 - SIDEWALIf BOLT OR e SCHEDULE FOR S58088 BST + + POURED CONCRETE REQUIRED POURED CONCRETE CONCRETE BLOCK WALL REQUIRED j SEE SCHEDULE FOR Nin O N 7/8" 0 x J/J2" WING NUT e E� STU D 5 0 D W CONCRETE ANCHORS (SEE 501134108') Cont. 7/0'0 x J J7 818 ® 11' 0.01 -0 WA MOUNTING INSTALLATION SECTION 11 SCALE : J/8' a 1' S IL ECO ,NC. \ e EESS ING && ,7 p o�OM T aloe. (a)e 5 -00 F' l r (.fin -1aJ1 PA A. TIL 8718 FLORIDA L A Tell1 . 1l 6 E fL01ta / 4B7 ,r \ E A POURED } i CONCRETE REQUIRED I I EQ. -j - EQ. \ \ \ \ \ \ \ \\ \\ \\ \\\\ SEE SCHEDULE FOR ' AO. SEPARATION - 70 LYASS 7/8" 0 x 3/32` WM UT EVERY N MID ® 12' 0. A Cant. j 1 Cont. ALWAYATE LEG r- L00ffUON Tv I ) yy / // // / //' / / / / / /// V 4i / /r� � £IXIR OF POURED M 11 CONCRETE 1 1 1 / APPLICABLE REQUIRED CONCRETE ANCHORS _71 ED.— 1 (SEE CEILING & FLOOR MOUNTINQ INSTALLATION SECTION 1a� taonucERevTB�® 50405 ' J/9' • 1 He cO vfFT7 ibxL elo 1' lioid Ced >a� 0; 0g 23. 6 AerePLa9neN 03 e ev. .° /� Date - :�[1/� Ni p Bp! ..1, ./ ri Velocity HuLricone Zone) 0.050 BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC. 4288 055750404 DA WE57 PALL! 88.1CIA 0t 33407 Mt MI 1 Oekxaall 1 lox Mt Xs 1 4axo/24 1 eas 1 010 03-14: 1 4 , 30 / 05 l L.a DRAWN B7, 4/28/05 DATE 05 DRAWING No BOAT 5 OF 1S IL E C O INC. 179 idSTOHB et 6N01NEERLY , � O COLIPANY my �'k�°i -'I bra SEP I b 2005 WAVER a TUT E -7 1u. P. E FLORIDA Lda. 1 4476? 0.050 BERTHA ALUMINUM STORM PANEL POURED CONCRETE OR cavortElE BLOCK WALL REQUIRED POURED CONMETE OR CONCRETE BLOCK MILL REQLaRED P 4 AtELN T WAS ANCHORS (EE. Warr ELCD male ANELMATE RYAS ANCHORS (SEE SCHEDULE FOR SPACING). BUILD OUT INSTALLATION SECTION 1$ SCALE : JIB - 1' SEE SCHEDULE FOR EGn. SEPARATION TO CRASS ///P" A 0 Coot 5 ---I Nan. EXISONO MICE L ENSING STEEL AMIE AS T ExSENG SICK VEVHER BRICK BRICK saL 1/4' 0 -20 x 5/4' SOLIS W/ 7/8% 3/32' 6770 NUT 61 12' a a E a - EDGE 0157JO708 BHEE75 70 07 II 15) Cant 1 NOTE FOR 000B1NARON OF SECTIONS : WALL MQUNTEYO SEC7O/6 CAN 8E COMBINED DI ANY WAY TO SUIT ANY INSTALLATION. CONCRETE ANCHORS (SEE S 08017/E) POURED CONCRETE REQUIRED 1/4' 0-20 6 7' SSLAS W/ 7/8° 0 x J /32 WLYO � UT •0 ,B' a a POURED CONCRETE OR GOMEL= R QUUm CONCRETE ANCHORS L7 SEE SCHEDULE FOR MIA. 500804TION TO CUSS Cant 1 1 POURED camerae REQUIRED SECTION 14A WALL MOUNTING INSTALLATIONS SECTIONS 14 SCALE : J/B' - 1' CONCRETE ANCHORS (SEE 5CHfDID0 c == CLASS SEE . FOR I TO CRASS 0E07/ 2/7 T 1/4' 0 -20 X 1' SS.M.S W/ /80 'x wwo 7 N ®rn. c. POURED commit 00 CONCRETE BLOCK WAIL 08000 D CONCRETE ANCHORS (SEE SCHEDULE) Cont SECTION 140 .375 Cant c%1 6NTERRORLY REMOVABLE PANEL(i W/ SIDEWA/0 8OLTS,54EE DDEE7TANILL 2) TO UNITY 5/ra A C ac & FASTENED HOLES AT AT REAR W77 /6 /J2 MG NUT ® EVERY SIDEWALK BOLT. REVLSED a at Inoadds ruktirs the neetde AszePinote o. _ e Atery me 1°a o3 I90 0 Y4 Ace '44 a Fa t Ebb L. .._._1 a l .S , . - d -: ' ,.�•. Cmhcl d41v�'.Ea ' F..B.C.(High Velocity Hurricane Zone 7.a DRAWN 8» 4/26/05 DATE 05 - 078 DRAM No SWAT 6 OF 75 CO1NGTEM ANCHORS (SE SCHEDULE )\ POURED =VET 11 E \\1\\"" I I /PO/ /// ////Y /It////- PO URED i ms- . EOGE F '' % APPLICABLE FECIIINED E D.�f cane . II? I SEE SCHEDULE FOR '" MM. SEPARATION r TO GLASS CONCRETE ANCHORS (SE SCHEOULE ) SECTION 15A SECTION 15B CEILING & FLOOR MOUNTING INSTALLATIONS SECTIONS 18 SOME I J/8' - J" .1875" YVVVVIY 1 ,�{i -l scl .1875" " /4• HOLE 0 8' 0.9. DETAIL 2 - INSTALLATION OF Vit r ¢DEW.ALLT BOLTS O REMOVA I P/NL1 7/8' 0 r 3/32' g EVERY STUD 0 12' O. C CONCRETE ANCHORS E d —\ (SEE stoma )• \ REO7l/RE O COA'GtE/E - l - 11 , EO." \ \1 \ \\� \ \ \ \\ :\ \ \ \ \ \\ li MM. SEPARATION SCHEDULE FOR DETAR Cant 718' 0 + 3/32' PODGY NUT 0 72' D. C. POURED CONCRETREQUIRED - '', / APU 481.E COVIDRE7E ANCHORS JJ/ E d INTERIORLY FABLE PANEL Q1 44/ SIDEWALK SOUS,( 0117 LL 2) TO Q)11111 8/8 ° 0 HOLES AT 5 B° dC & FASTENED AT REAR W 7/8MILY/.72 WIND NUT 0 EVERY S1IDEWAUC BOLE EO. EDGE DISTANCE ON SHE. 10 & 11 OF 15) NOTE FOR COMMIA110N OF BECKONS FLOOR /CELD4 MOUNTING SECTIONS CAN B£ CONOCO PI ANY WAY TO SUIT ANY INSTALLATION CONCRE7E ANWORS Oa soma POURED )\ ----- POURE0 \}� REHIRED \\\\\\\\\\\\ \\ 1 SEE SCHEDULE FOR 1 1D SUSS 7 � EVERT' STUD ® Ir 0. C. REMMEILE INSTALLATIONS VAUD FOR PANELS Q USED JOINTLY WITH INTERIORLY REMOVABLE PANELS lU SEPT N —®Con. L ALTERNA / / /!/ / / / / / / / / / / /// /4/ I I COWOREFE AMUSED CONCREIE I save - PRODUCTRENEWEID ae compirius eheat FYart&1 Raiding Cede Noe : - 23.06 Date o: /,Til -i7 / Dade / IL IECO Inc.\ TROT TE8TIXG & ENCNEE5U83 COMPANY a°'e bmmn.rlO =HS' �o .� ii Iat�rae EB-00087I8 FLOM Us. 4416 CONCRETE ANCHORS (ser 515 10.0 POURED REOUIREOI - EO.T \ 1 \ \ \ \ \ \ \ \\\ \ \ \ \\ SEE SLWEOULE FOR I- YLH. SEFARA11014 711514.951 1 DETAIL 2 7/B° • x J122' WING NUT A EMMY STUD 0 12' 0. d Cant L. EDGE OF ALTERN47E LEO 31X8IF. I -� I - LOGAIEN APPUCAS/// /// // SECTION 16A SECTION 168 CEILING & FLOOR MOUNTING INSTALLATION$ SECTIONS 15 ////////// II CONCRETE NCREl9 MO ORS / J / RIMMED (�' SCHEDULE )/24/i J ED. -/ --I INTEIDOR.Y REMOVABLE PANEL 1 W/ SZDEWALN BOLTS,(.4E DETAIL 2) 1D %OWL, 5/8'0 HOLES AT 0 B' 0.0 & FASTENED AT REAR W 7/8 ° 0x5/22' WINO NIT 0 EVERY S094141H BOLT. PRODUCT REVISED 85 eompl)4am ern the Panda DUdeeg Code Aa 1.9nce loo E 0.050 BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC. 4288 W447ROMS OR WEST PAIN BEACH FL 33407 Cont. F.B.C.(High Velocifr Hurricane Zone) m ® NAM= car m 4. IDmxmu am ate 80-141 I I/PBhB a I I - LQ 0514444* 80 0479 05 - 078 DRAM No SHUT 7 DT Is (WHOLE) (WHOLES) BUT NOTCHED EA CORNER BOTTOM AS SHOWN. --3' Max. 1 Min. SECTION 8-9 SCALE : 7/8' - 1' 148/6, 148/6, 15,168/7 CONCRETE ANCHORS (SE SCHEDULE) 14A/6, 15,16A/7 INTERIORLY REMOVABLE STORM PANEL PARTIAL ELEVATION Y SCALE : 1 /8' a 1' 1/4' Meer. GAP \ \ \ \\ 7/4' Max. GAP O O O O i ll° 14A/6, 15,16B/7 15,16A/7 1/4 SS. =WALK BOLTS. SEE DETAILS 2/7, 2/15. iiuuii ■i nit� 111 11 Iii o o ii = � INTERIORLY REMOVABLE PANEL OW/ SIDEWALK BOLTS (SEE DETAI 2/7 2/74) CONNECTEO To THRU il l IIIIIIIIINIIFASTENED 5/8'0 HOLES AT Q // 0.0 & •iu � - -lill �! Q Tl HIND UT ® EVERY SIDEWALK BOLT. 2' C � ORQB OR (WHOLE) 3' 11A. INIDOUCT RENEWED WicownlYInguebtbaltdes se cede Aedptmee neo_' • 623: •7.614 , eye Lr / :., � PRIME'S' REVISED es emsgylas WEE Me Plmlde 13 YA; - ts Code Amami+ rn Pf o6 O o3 ExpfrstIoo DO, 22008 DtvlsIss F.B.G.(High Velocity Hurricane Zone) 0.050' BERTHA ALUMINUM STORM PANEL / IL E C 0 me. \ EASTERN METAL SUPPLY, INC. n GWT =ONO & 8No1NSERR1c COMPANY 4288 WESTRDADS DR. g J 84 s t .1i4 Ism alarm It i]Is WELT PALM 8010-4 fL . 13402 iAm. r /8165 . P2, r (mlert -16t1 SEP1 6 -2005 E8- 05057:5 ,,r ,gym 1 8TE 1 I 010 63_14 /28/05 : 1 = 1 • Des 0 )3 1.0. DRAWN 5V 4/28/05 05 -078 DRAM Ka SOIELT 8 OF 18 WXIL7UM 022924 PRESSURE' RAM W (p.aJ.) Les PANG LDVGIH L (IL) (SEE' SECRONS) MLVl711JM EDWARD,' 70 GLASS APPS' 70 SEC770NS E7 & ANY 000&'ATIOM CF Mai +6354 -77.0 8'-o' OR LESS 2 1/4 1 I7IRU 8 +85.0, -77.0 9' -0' OR LESS 3 11/15' 1 IURU 8 +85.0, -72.0 9' -0 OR LESS 3 1/2' 11 +82.0, -73.3 10'-0' OR LESS 3 7/8' 2, 6, 7 & 8 +834 -83.5 9'-0` OR LESS J 1/2' 9, 14, 10 +55.0, -85.0 9'-0 OR LESS 3 1/2 12, 15, 18 +83.5, -63.5 9' -0' OR LESS 3 3/4 13 CASE A (Plan) SCALE} 1/4 > 1' 1/4' 0 BOLT 024' O. W /JACIO NT CASE 8 (Plan) SCALE 1/4° - 1' 4' x 4' x .072' .1105 -1114 OR 608.7-76 ALLOY Cont. Alum. ANGLE 5' x .1' x .093' .7705 H -14 OR 6083 -T8 ALLOY Cant Alum. ANGLE 441777 ANCHORS 0 72' 0. C a. 1/4' CAP HALF PANEL END CLOSURES DETAIL$ CASE D (Plan) SCALE: 1/4' ® 1' 2' x 2' x .055' TO 2' x 5' x .035' Cont. Anon. ANGLE OR .080' 3105 -H154 SHEET METAL Ann. BENT PLATE POURED CONCRETE OR CONCRETE BLOCK WALL RECUIREO r CONCRETE ANCHORS 1400 012'O.0 —� era 1.000 ALTERNATE LEO LOCA110N CASE C (Plan) SCALE 1/4' 1' MAXIMUM DESIGN PRESSURE RATING "iW" (p.s.f) AND CORRESPONDING MAXIMUM PANEL LENGTH "I. SCHEDULE' 7.000' PO4IREO CONCRETE OR CONCRETE BLOCK WALL REQUIRED L E C O IN". 71441 161117140 er EN0IIEER1140 COMPANY 5 8745 , , art" veed' , -1 , re, , Q°° �n 1 -,sn fB- 000 F WADER LORIDA 7T X 44 P. SEP 1 2b05 -- ,CA x7.8IMI x, r OW 03-74/ 4la /05 a PRODUCT RENEWED a sampt7tng MLtb 76a PRIM Wading Cock E6ptntbn 17,1x: o • I3 PRODUCE REVISED E t x� Data 13pd c F.B.C. (High Velocity Hurricane Zone) 0.050 BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC. 4288 REMADE OR REST PAW BOLA AL 33407 AMMAN I AM L0. 08AWx BYr 4/28/05 RATE 05 - 078 WARM No SHEET 9 OF 15 ANCHOR TYPE MIA. ANCHOR REGULAR SWOON, 410 GM 7M0ON CRETE -8 E1e 544, 111840 07210a CF TAP -OTOP. PAAT694744 OR PANELMA7E PIUS. S.0' CACX -114 2.5' S -SET JR' NM= WSW LOAD 19 91.94 MOON MOWN MONO FOR 6 4 . 8 1/2' • 40870468 TO MINN / Q ANI 0 ' 4257441 PANIC MOM i• A8G6N1 MON OO'76 -NEX S44 DOM 114274 OYF-74 8@10 -b7 97 01 ADOCUI7,s AMAIN PUS 440 83 706150 10 8809078 10 WSOAR/ 75 MOWN 15 WSW/ 75 887'5818 It INSONY 70 48407878 70 9498918' 70 ONO= 2 240 57 m 080.0676 la 14080? TO 2848.1878 2 W0845? 70 COMM ID 10303197 ID COMM I D WOW! WY +67, -87d 8' WA N/A WA 4' N/A 8' WA N/A N/A 5' N/A 3 1/2' N/A N/A N/A N/A WA 7 (108) 9' -0' OR LESS • • 12' 8' WA WA 10' 7 1/2' 12' 9 N/A N/A 12' 7' 11' 17' 12' 7 1/2' N/A WA 1 (BOT10N) 12 N/A N/A N/A 10' N/A 12' WA WA N/A 12' WA 77' N/4 N/A 14/4 N/A N/A 2 (VP) 72' 8' N/A N/A 10' 7 7/2' i2' 9' WA N/A 72' B' 11' 11' 12" 7 1/2' WA N/A 2 (907100) 12' N/A 11/2 WA 10' WA 12' N/A N/A N/A 15' WA 77' N/A WA WA WA W A J (708) 12' B' N/A N/A 10' 7 1/2' 12' 9' N/A 11 /A 12' 8' 11' 11' 72' 7 7/2' N/A N/A 3 aortae) 12' WA N/A N/A 70' N/A 12' N/A N/A N/A 72' WA 11' 41/2 N/A N/A WA N/A 4 (TOP) 72' 8' N/A N/A 10' 7 1/2' Jr 9' N/A N/A 12' 8' 11' 11' 12' 7 7/2' N/A WA 4 (20720) 12' WA N/A WA 10' N/A 15 WA 11/2 N/A 12' WA /I' N/A N/A 71/7 WA 14/4 5 (2P) 12' 8' N/A WA l0' 7 1/2' 12' 9' 14 /A 11/2 12' 8' 77' 11' 12' 7 1/2' N/A WA 5 (80724) 8 1/2' WA 72' WA 5 7/2' N/A 7 4/2" N/A N/A N/A 8 1/2' N/A 11 1/2' . 11/4 77' N/A . 9 1/2' N/A 8 (708) 8 1/2' WA M' WA 5 1/2' WA 7 7/2' WA 10 1/2" N/A 8 1/Y WA 11 1/2' N/A 17° N/A 9 7/2' N/A 8 (5077014) 7 1/2' N/A 71 1/2' WA 8' WA 7' N/A 10 1/2' N/A 7' N/9 10 1/2' N/A 10' WA 8 1/2' WA 7 (TOP/ 13011014) N/A WA WA WA WA WA 12' 8' 12' 12' l8' 8' B' B' 42' 12' N/A WA 8 (70P/801171M) 72' WA 72' WA WA N/A 72' WA 70 /A WA N/A WA 72' N/A 72' N/A 72 N/A • 9 (708) 12' B' 72' 12' WA N/A 72' 9' 11 N/A WA WA 72' 71' 72' 7 7/2' 42 7 4/2' 9 (807700) N/A N/A N/A WA N/A WA 12' 8' 12' 12' N/4 N/A 12' 8' 72' 6' 14/4 N/A 11 4 12' 8' 12' 12' N/A WA 12' B' N/A WA WA N/A 72' 10' 72' 7 1/2' 75' 7 1/2' 10 (801706) WA WA N/A WA WA WA WA N/A WA WA WA WA 42' II' N/A WA WA WA 73 (2P) N/A WA 40/4 WA WA WA N/A N/A N/A N/A N/A 14/4 42' B' N/A N/A N/A WA 13 (807700) 72' WA 12' WA N/A 19/7 12' WA 14/7 N/A N/A WA 12' N/A 12' N/A 72' WA 74 (7Oi7 42' B' 72' 72' N/A WA 72' 9" N/A N/A N/A N/A 42' II' 12' 7 1/2' 72' 7 1/2" 749 (80720) 72' 4 1/2' 72' 9' WA WA 12' 8 1/2' N/A N/A WA N/A 42' B 72' 5 1/2' 72' 5 4/2' ,4e (907700) 11 1/2' WA 12' WA N/A WA 12' N/A WA WA WA WA 72' WA 12' WA 72' N/A 42 (27) 8 1/2' N/A 72' WA WA WA 7 7/2° N/A 10 1/2" N/A WA N/A 41 I/8' N/A 71 N/A 9 1/2' 14/4 12 (20720) 11 1/2' WA 12' WA N/A WA 12" N/A N/A 11/4 N/A WA 72' N/A I2' N/A 75' N/A 15 (TOP) 8 1/Y WA 72' WA N/A WA 7 1/2' WA WA N/A WA N/A 11 1/2' N/A 17' N/A 9 1/2' WA I5A (BOTTOM) 1 4/ 7 1 WA 3 1/2' WA 11/4 WA N/A N/A 41/4 N/A N/A N/A 3' N/4 3' 74/7 J' WA NB 0720) 11 1/8' N/A 12' WA N/A WA 72' N/A N/A N/A WA N/A 72' 11/4 72' WA 72' WA 18 IMP) 8 1/2' N/A 72' WA WA WA 7 1/2' WA N/A WA WA WA 11 1/2' N/A 17' N/A 8 7/5' N/A 784 (807127) Y N/A 4 1/2' N/A WA to J WA N/A N/A N/A N/A 4' 11/4 4' N/A 4' WA ?BD (801180) 445.0 -85.0 6' 11/4 N/A WA B' WA 4' WA N/A N/A 6' N/A 6' N/A N/A N/A N/A WA 2 (TOP) 9' -0' 2 70'-0' • 8' 5 I/2' N/A WA 6' 8' 8' 6' N/A 74/7 6' 6° 6' 8' 14 /A N/A N/A WA •2 (807700) B' WA 11/4 WA 4 7/2' 14/9 8' N/A N/A N/A 8' N/A 5 1/2' N/A N/A WA N/A N/A 6 (219 6 19 WA N/A 4 7/2' WA 8' WA 9 7/2 N/A 6' WA 5 I/2' N/A N/A WA WA N/A 8 (807701) 6' N/A N/A WA 4' N/A 8' WA 9 7/2' N/A 8' N/A 4 1/2' N/A N/A WA WA N/A 7 (07/91O7T017 N/A WA N/A WA 14/9 WA 8' B' 12' 12' 8' B' e' 8' N/A N/A WA N/A 8 (28/8071814) • NAXMU8 ANCHOR ANCHOR 08708785 ARE 2MID FOR J 1/9 1710E DISTANCE FOR 6 D. LESS THAN J f SPACING BY MULDPLYING S .4. L SHOWN ON SCHEDULE' BY DE FOLLOWING �P INDICA REDUCED 1 7 NOT BE INOMA7ID ANCHORS MEND. ( 74 (A 15 p 44CE FOR DOS OFfRADON LEW MAN MINIMUM 70117• E D. FACTOR RE01.1L4R 148087; 410 S.S. TAP00M' 07767E -nE4 554. 70770 NNUND. 874464277E OR P4114759476441142. - TOY 30ue 07 04_91 J' .88 .75 .78 7.00 2 1/2' .71 .20 - .80 2' .50 - - - MAX1MUM DESIGN PRESSURE RATING 1, (p.sJ.) AND CORRESPONDING MAXIMUM ANCHOR d;. )i'Y" : : 7'Y; 7','W .1,71)2`=' IL E C O INC. DWI 76677 & 04014254119 COMPANY AND NPAVb +7.44 4fl. r 1R611yte e �1�C EB- 0008712 SCf r. rat WA FLORIDA LTER N B7 E. 0. a EDGE DISTANCE 711044887 LBIELIO MUM RENEWED 684084/778947745459 Potts Rukling Coda An>aor-o6Z3.06 Ea „� Dale O ;1f -/3 PRODUCT REVISED aa 11915J7Y'94y47915 1489414 045 e 440pa.7a1OT7 Do -0 Z..o3 474' 71013 Dais ' :'L�/ ZaO L. ,L.. N9is¢L3 Dnt7c .� 4ini hel Dlds:aa F.B.C.(HIgh Ve)oc)(y Hurricane Zone) 0.050 BERTHA ALUMINUM STORM PANEL L.G DRAWN Rh EASTERN METAL SUPPLY, INC. 4 DATE 4288 5651740109 074. WEST PALM BEACH n 38907 05 -078 I m a taw= am sm r I 0995991 978 7774742848 114 012 21-141 14/29/1151 8 L I _ MET 10 457 75 • 11489811 ANCHOR VAUNTS ARE IOW FOR J I E008 015TANCE FOR E 0. LESS THAN J 1 REDUCE ANCHOR SPAC0IO BY MULTIPLYINO NRA= /27 SHOWN ON SCHEDULE BY NE FO1101010 FACTORS ANCHORS IS 9 FUR 7 70 OF D 10 BE P�.Q REDUCED SPACNG 08TAINID US71Q FACTOR SHAG. NOT 8E LESS THAN AMOR 5PACA0 GYO204TE0 FOR EACH ANCHOR TYPE AT ANCHORS LORENA ACIUAL E 07 FACTOR mum MX* 410 £S 799 CRET8 - 7098 254, 7NMC MUM PANEI1617E OR PAHRIWTE PLUS. CALK -IN SOL0-597 07 iAP -QRtP J' .86 .75 .78 740 2 1/2' .71 .50 - .80 2' .50 - - - ANCHOR TYPE • Mtn. ANCHOR SPALYAM REOLSAR TAPOOM 410 S.S. TAKEN CRETE -FIEF S24. 7AMAC A 77689 CF TAP -4717, 84N8u 4TE OR MADMAN PLUS 10' CALK-1N 25' SOLID -SET r 2d' UMW SEWN LOAD 9 WMIAN ANCHORS SPAC081 FOR E 0. ■ J I/2' • AAAlk4705 79 513:1=1 & ANY 001021X4MW VF MEN W0110.114 PARE. UMW 2' OBI R®OIA .M MOB El@'fC -NdY 544 L1WC NNp CAW-1N SCIO -S0 CP TAP -DRIP PAM -MANS ME OS PL S 410 SS 1APOOR 10 Mows TD 44459707 TO OO1TA08. TO 764074 7 To MCR678 TO NASONR? TO CONCRETE T9 MASONRY 10 mom TO MASONRY 10 008618 10 MAWR? 70 CORMS 70 N450AWY 10 OCR:ORM 7O MAWR' TO 90707978 10 W507N +85.0. -77.0 8' WA WA W9 J' N/A 8' WA N/A N/A J 1/2' WA 2 1/2 N/A N/A N/A N/A N/A 1 (TOP) 9' -0' OR LESS 12 5' WA N/A 10' 6' 12' 7 1/2' N/A N/A 12' B' 8 1/2" 9 1/2' WA N/A N/A N/A 1 (BOTTOM) 12' WA N/A N/A 10' . N/A 12' N/A N/A N/A 12' N/A 9 1/2' N/A N/A N/A N/A N/A 2 (798) 12' 5' N/A N/A 10' B' 12' 7 1 / 2 ' lift NIA 12' 6 1/2' 9 1/2' 9' 74 71/9 N/A N/A 1 (BOTTOM) 12' N/A WA N/A 10' N/A 72' N/A WA N/A 12' N/A 9 1/2' N/A N /A N/A N/A N/A J (TOP) 12' 9' N/A N/A 8' B' 12' 7 1/2" N/A N/A 12' 8 1/2' 9 1/2' 9' N/A N/A N/A N/A .2 (BOTTOM) 72' N/A WA N/A 10 N/A 12' N/A N/A N/A 12' N/A 9 1/2' WA N/A N/A WA N/A 4 (TOP) 12" 5' 1' /A WA 8' 6' 12 7 1/2 N/A N/A 72' 6 1/2' 9 1/2' 9 N/A N/A N/A N/A 4 (8077046) 12' WA N/A N/A 8" N/A 12' N/A N/A N/A 12' N/A 9 7/2' WA N/A N/A N/A N/A 5 (TOP) 12 4 1/2' WA 11/5 7 5' 19 B' N/A WA 10' 5' 7 1/2' 7 1/2' N/A N/A 14/9 N/A 9 (607798) 7' N/A WA WA 4 1/2' N/A 8' N/A 17 /9 N/A 7' N/A 8' N/A N/A WA N/A N/A B (TOP) 7' WA WA WA 4 1/2' N/A B' N/A 9' N/A 7' WA 9' N/A N/A N/A N/A N/A 8 (201709) 8' WA N/A WA 4' N/A 5 1/2' N/A 9 WA 8' N/A 4 1/2 N/A N/A N/A N/A N/A 7 (7061/2017011) N/A WA WA WA N/A N/A 72' B° 12' 12 12' 8' 6' 6' N/A N/A WA N/A 8 (707/80/7171 +89.0 -72.0 8 1/2' WA 12' N/A N/A N/A 8' N/A 9 1/2' N/A N/A N/A 9' N/A 9' N/A 7 1/2' WA 7 (nOP/8O1717M) 9' -0' OR ass N/A N/A N/A N/A N/A N/A 12° B 12' 19' WA N/A 12' B' 12' 8' N/A N/A 11 (TOP) 12' 5 1/2' 12 10 1/2' N/A N/A 12' 8 12' 72' N/A WA 72' 9 1/2' }1' 6 1/2' 12' 7' 11 (2077046) +820. -77.5 8' WA WA N/A 8' N/A B' 14/9 12' 12' 6' WA 6' N/A N/A N/A N/A N/A 2 (707) 9'-0' TO 10'-0' • 8' 8' N/A N/A 6' 5 1/2' 6' 8' N/A N/A B° 8' 6' B' N/A N/A N/A N/A 2 (BOTTOM) 8' N/A WA N/A 4' N/A 6' N/A N/9 WA 6' WA 5' WA N/A N/A N/A N/A B (TOP) 8' N/A N/A N/A 4' N/A 8' N/A 8' N/A B. N/A 9' N/A N/A N/A N/A N/A 6 (BOTTOM) 8' WA N/A WA 5' N/A B' N/A 8' N/A 5 1/2' WA 4' WA N/A N/A N/A N/A 7 (TOP/20170M) N/A WA WA N/A N/A N/A B' B' 12' 12' B' B' B' 8 N/A N/A N/A WA 8 (IOP/601/031) N/A WA WA N A / 11/A N 9 / N/A N/A 12' 12' N/A N/A N/A N/A N/A WA N/A N/A 102(7061) 10 (TOP) 11 (TOP/20170M) MAXIMUM DESIGN PRF9SURR RATING '!P' (p.s.t) AAR) CORRESPONDJNG £47T7MTm( ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND COATCRM: BLOCK STRUCTURES ANCHORS LEGEND 8 716 805 / WING. ® OLYSSNINO COMPANY r 0-1 EB- 9002778 7877.7 R A MDT lc P. E FLORIDA lla 1 44167 0.050 BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC. 4288 888760409 DR BEST PAW 8PACL F1 33407 E D. > EDGE DISTANCE 86 le I mom. I „ ar m y em. I I AM MORI= WORM 8686810907141 o — 06Z3. Arceprzece .. PRODUCT REVVED es complying with lee Thrift t 01847ag Crds Accepisaw Re 05%. E..n;r91.1.w Data ®5, M7.O 1 D_de 7huv, '03 Loaf) F.B.C.(High Velocity Hurricane Zone) 4.G DRAWN BM tu 05 -078 DRAMS No EMT 11 OF 15 ALTERNATIVE Z SST MIME fOR SEPARARON BOLT 1/4"0-20 7/810 x 3/32' YONG NUT a . ALTERNATIVE . 1 e:0 LAC W/ � • MLL THREADED PENETRATION 0 MORIDTH OF PLATE ALTERNATIVE NOTE FOR COMBINATION OF SECTIONS: WALL MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY 7O SUff ANY INSTALLATION. NOTES: f. 1NSTALlA IONS ARE ONLY VALID FOR DESIGN WIND LOADS UP TO +85.0, -72.0 pal AND PANEL'S LENGTHS UP TO 9'-e, EXCEPT AS NOTED. 2. NEW 2' x 8 P. T 7a BE SOUTHERN PINE' No. 2, SURFACED DRY WITH 19 ° .6 M. M. C. W/ SPECIFIC DENSITY OF 0.55. 3. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL -�? ALTERNATIVE 7 WALL MOUNTING INSTALLATIONS SECTIONS A SCALE : , /4' a ,• PROSVCIIIIVINED as 1a7Rh i+1D9ft VabilbeCota Aneptane ftloo 1 .L.....� /� INSTALLATION DETAILS ON EX /STING WOOD BUILDINGS SEP Ili / IL E C► o INC. ` 77!JT T89nMO * ENOIN5ERIN0 COMPANY ass ig....ro =mmamax n gn .mraa ®-0006719 WADER A TIWT Jr. P. E FLORID* I& ® 44187 _ o6Z7.0 MK al 1 *1 ALTERNATIVE 8 433' 0. D. x .834" LONE BRASS 8ISH7V0 8/ 1/4' 0 -20 x 2 S S. S. AL 5.0 12' a C. FOR pays UP TO 5'-B Alm 0 8 0. a FOR SPANS UP TO 9'-O' Max. OR 1/4' 0-20 taco malo/lemala 'A7 0 r2' 0. 8/ MN SPAN UP O' MIDWIDTH OF PLATE BMOC W / 0- x 2'1111.1.5012"0.a FOR SPANS UP TO 5' -9 AND 0 5' a a FOR SPANS UP In 9'-0' Max. OR 1/4' 0-20 ELLCO maa /female i den® NS 7ON FOR SPANS UP TO S' -0 PRODUCT REVISED as cam,79y143 wTTil rag Florida A r /o d'177 ..Tian • -/6 BDnds 4TVItt 01811112 F.B.C.(High Velocity Hurricane Zone) 0.050" BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC. VEST am BEUX R. 13407 acratoros MW an r �m 0418 010 01 -741 14/4x/40 • 1 - • .03 24013 LG DRAWN BYr 4/28/05 DATE 05 - 078 DRAVILVO No EMT 12 Of 75 711100 TRUSSES OF RAMP O 24' 0. G WOWED ALTERNATIVE 9A ALTERNATIVE 9 — 1' x 4' x 1 /8' N (,1 u J m M �g B ' 1AO x pp "0704• EACH JOfST. WOOS SCREW AT 09219014 OF • DOSIINO 5000 kOrMEIER (2" WA NORM WON W afa'LE% PONE7PA110N. CEILING & FLOOR MOUNTING INSTALLATIONS sou : 1/4• - 1' NOTE FOR COMBINATION OF SEC77010 WAL FLOOR/CEDJNO MOUNTING SECTIONS CAN BE ED IN ANY WAY TO SUIT ANY NSIALLA770N. NOTES. 1. IASTALLAT7ONS ARE ONLY VAUD FOR DESIGN 147N0 LOADS UP 70 +65.0. -72.0 psf AND PANEL'S LENGTHS UP 70 9'-01. EXCEPT AS NOTED. 2. NEW 2 x 6 P. T. 70 BE SOUTHERN P1NE No. 2, SURFACED DRY WITH 19 R M. M. C. W/ SPECIFIC DENSITY OF 0.55. J. FOR NE aWO D FR Fa17 D OF EQUAL. TO BE SOUTHERN PAVE No. ALTERNATIVE 10 ALTERNATIVE 11 ALTERNATIVE 12 * * VAUD FOR Max. +63.5, -63.5 psf. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS IL E C O INC. TOJJT TESTING d 6NWNEER COMPANY amN ,°11',u . om� .. au tw. E oe SEP 1 6 2005 WALTER A. MU 88-0008710 T Ji. P. E FLORIDA Lfo. # 44197 WALL MOUNTING INSTALLATION SCALE : 1/4' m I' ALTERNATIVE 14 EASTERN METAL SUPPLY, INC. 4288 805790410 OR WEST PALM 92104 FL 33407 0.050" BERTHA ALUMINUM STORM PANEL a �I .,A I NA No I r om 4.1 -n, 4/199/88 l ad Coot I /4' 0 1■0 O a' 4 G W/ I I Alas. 0004090 IXA11 ® 097147 71 OF 191915 F.B.C.(HgA VelocI7y Hurricane Zone) LQ 9RAWR BY. 4/28/05 05 -078 DRAMS No 511667 13 Or 15 (mil THREADED MEMITON 0 1 SS LAC SCREW O SEE SCHEDULE FOR X12 SEPARATION 70 GLASS ALTERNATIVE 18 ALIENATE LEG LOCATION 2' x 6 WOOD wax REQUIRED ALLOWED) 7/8'0 r 3/32 MS NUT EVERY SR10 0112' 0.G 1/4'0 IS LAO SCREW 0 4 1 g... Yl2 ALTERNATIVE 18 * CEILING & FLOOR MOUNTING INSTALLATIONS SCALE : 1/4'x 1' 4' x 8' Olin.) 0718. WOOD BMX REDUdfm� STRUCTURAL ADEQUACY � � BY REGISTERED Ek01NEER OR ARCHITIXT PRIOR TO SHUTTER INSTALLATION 8' DOSTDIC 2'x 4 STUDS 0 re' 0.0. 1/er. RED') NOTE FOR COMBINATION OF SECTIONS: WALL/FLOOR/C£ILJNO MOUNTING SECTIONS CAN BE COMBINED M ANY WAY 70 SUIT ANY INSTALLATION. 1 7/8' IOn. PENETRATION W000 HEADER REONRED 566 er ,.e. ULE TO GLASS I I 1/4•048' ELCO mate PANELW7E MS ANCHORS 0 4 1/2' 0.4 70 EXISIDR) PLYWOOD NOTES 1. INSTALLATIONS ARE ONLY VALID FOR DESIGN WIND LOADS UP TO 445.0, -85.0 psf AND PANEL'S LENGTHS UP TO 9'-0, EXCEPT Al NOTED. 2. NEW 2' x 6 P. T. TO BE SOUTHERN PINE No. 2, SURFACED DRY WITH 19 R M SL C W/ SPECIFIC DENSITY OF 0.55 3. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS 70 BE SOUTHERN PINE No. 2, W/ SP£C1NC DENSITY OF 0.55 OR EQUAL 2" r 80517N0 1 /4 .00 nude BRECK WIDER PATELMATE M5 ANCHORS 0812'O.QW 11/2' INTO WOOD HE1DE1e fON 510577X8 88 APPLICABLE � r 25r4 „-1 P �� r7 /8' .III\\, � fff- PENETRATION 1 ' t Arlo i 605'771710 M. fn. 7/2' PLYWOOD 700 50105 AS / fAS7 ER fN➢1Ia SEC770N 2808 OF THE SCUT/ EL BUID010 CODE ALTERNATIVE 17 * * VALID FOR Max. +63.5, -63.5 ps/. Eu0Cx SOL BUILD —OUT INSTALLATION 5CLE : 1/4'x 1 taosocnacricwag w atet� mNn gaidiag cog. Daro a 1.riTZ8 ° 1/4' -20 df4' BOLTS 0 - 4 7/8 x r PRODUCE DEVISED 3 /7P' WN0 NBT 0 I2' O C. DP )1��1DD cat: Rota 1 LL'�LrntsC tdo o S- J,..• iOLi' INSTALLATION DETAILS ON EXISTING WOOD BUILDING$ km's 82 B a C. W/ 1 1 -MM. rag OF PLATE DON O MOWID7H ALTERNATIVE 18A * '03 8 I /4' LAC SCREWS • 8' O C. W/ 1 I ' IB2 THRFAD00 WOOD HEADER k305/NO 1 -24, 7/810 x .7/32 " ®12 17 IL ECO INC. 7ILUT 16511148 9 2297196011110 COMPANY AlL Ati te0 68- 0008719 $EF1 6 'LU05 PALM I 4467 WOOD NWT REQUIRED n 58E SOMME FOR WEL SEPARA7IONN 70 07882. DETAO. 2/15 I 829 01-247 /xi . 1/4' LAG SCREWS 0 B' 0. Cn W/ I 1 ' 7011 nfREADM EXTSibW3 •000 HEADER. 1 Cont. 1/41s-20 SS BOLTS W/ 7/871 r .7/32 W010 NUT 0 12' 0. G {' 83' RE 08 " a 0. W/ 1 27/S1' eB2 PENE1RA11011 ® TH OF P787E DRERIORLY RFAWVABLE PANEL® W/ SIDEIYAUE was" mix 2) 70 U 5/8'0 HOLES AT 08" FASTENED Al' REAR W 7/8 MO NUT EVERY ALTERNATIVE 188 * ® SIDEWALK BOLT. WALL MOUNTING INSTALLATION$ SECTIONS 18 * VAUD FOR Max. +63.5, -63.5 pat. SOUS : 1/4" = 1" INSTALLATIONS VALID FOR PANELS 1® USED JOINTLY WITH INTERIORLY REMOVABLE PANELS F..B.C,(High Velocity Hurricane Zone) 0.050 BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC. 4268 WESIAOAOS 0R. WEST PAW BEAM 71. 33407 Moe 1 MOON 1 NQ 1 05821 =MN 1 MU LO DRAWN BW 4/28/09 0 DRAWN* No 001T 74 Of 16 1/4 *0 LAD SCREWS 0 4' a W/1 I/2' MW. ;TREADED P l&TRA7XTN 2' , 3' WOOD DEW REQUIRED ALTERNATIVE 194 ALTERNATIVE' 198 CEIUNG de FLOOR MOUNTING INSTALLATIONS SECTIONS f$ SCALE : 1/4' . 1' 7/4 =20,1' 25 =WALK BOLT8 W/6/4' SCORED BEAD. FIXED 29 PANEL (1) IIIRU XIY HOE 0 6' 0.0. WA7 /4 -30 MN REAR .00 LICE • r as DEIAIF D - INSTALLATION OF WO' SIDEWALK BOLTS 0 REMOVABLE PAID SOIL& I'a I 1/4'0 5S. LAO WW1 0 4' 6.a W/1 7/elm. (y1) RIRE ED RON B WOOD OM REOUDt28. STRUCTURAL 7700 CY OF EXISTING WOOD BIE61STERED ENGINEER OR 700 511U71ER RON. ( +) 1/4'0 LAG SCREWS 0 2' ae. W/1 1/2' MW. THREADED PENETRATION RELOYABIE PANEL SEE SCHEDULE FOR MM. SEPARATION TO &ASS SEP 1 0-f 1 +ALTERNATNELY. TRACK @ MAY BE ATTACHED TO HOLLOW CEILING AS PER DETAILS SHO ON ALTERNATIVE 9A, SHEET 13 OF 15. 7/8' 0 x J/J2' WING NUT 0 EVERY SILO 0 12' 0. a 2' 6 WOOD DECK REWIRED 1/4'0 SS LAO SCREW 0 4' as W/7 1/2' M112 THREADED 7001218ATION DREAMT.? REMOVABLE PANEL®/ W/ S10EWAUf BOLTS AXE OLT 2) TE0 TO 1 7NR7I 5/8 ° 0 1/4 0 LAO SCREWS 0 4 1/2' as HOLES AT 1 0 B' 0.0 & FASTEVED AT REAR W 7/8'01x7/32' WINO NUT 0 EVERT soma BOLT. NOTE FOR COMBINATION OF SEC10N5: FLOOR /CEDING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY TNSTALLAT701! 23/1 7/2' MN. THREADED PENETRATION ALTERNATIVE 20A ALTERNATIVE 208 FILING It FLOOR MOUNTING INSTALLATIONS ® PRODUCT lainarplylog with the tda SECTIONS n whiaMe Usless Cade SCALE : 1/4' 0 :'7 to il H ® OT_ Orate Soto 1 ..L—! 4At.G1 NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR DESIGN WIND LOADS UP 7O +65.0, -65.0 psi AND PANEL'S LENGTHS UP TO 9'-0'. 2. NEW 2' x B' P. T. TO BE SOUTHERN PINE No. 2, SURFACED DRY 7071 19 71 AL M. a W/ SPECIFIC DENSITY OF 0.55. J. FOR NEW WOOD FRAME CONSTRUCTION.' WOOD MEMBERS 10 BE SOUTHERN P1NE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. Cant WAR NUT 0 EVERT STUD ® 12'0 a 1/40 ss LAC SCREW ®) 6E320 W000 I 0 REAP-MAIM WORD BEW 110101150. STRUCWR . ADEQUACY OF EXSTLVQ WOOD DEW TO RE CERTIFIED BY REOE47ERE0 ENOAEER OR ARCHITECT PRIOR 10 SHUTTER U6TALIARTX ( +) 2•, 6' WOOD 0618 REQUIRED INSTALLATION DETAILS ON EXISTING WOOD BUILDING$ 1711E770.\ C O �Na. TWIT TSS17N0 & ENQINEERE40 COMPANY 6Lw 71 12' .iCO, d4 7 Y4 lO�q.bapD15 Td e." r , l+rr+A, 8 . r r f�J Jmr D EB - �D B71B WAL7FR A MITT 36 P. E 1101iO4 as 1 44167 SEE SCHEDULE FOR UM. SEPARATION TO GLASS WTEPICIRL7 REMOVABLE PANEL 1 W/ SIDEWALK 80LJSJ7EE BET 2) 4 TO H01ES AT /D 0 8 0.0 & TAS1ENED AT REAR W 7/8'043/32' WLYG NUT 0 EVERY S/66716 X BOLT. r 010 61 ■747 VANS WAD 2 7 /1' 0 x 3/32' WINO NUT 0 EVERY STUD ® 12 ° 0. a 0.050 BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC. 4208 WEWRDADS DR WEST PALM 8003 R.13407 .6NI AarePWY I A= I.`°l 60.660 2' 2 6' WOOD DEW REOLIMED 1/40 TAO SCREWS 0 2' as W/1 1/2' ma MEWED PEA'E78471ON F.B.C.(High Velacity Hurricane Zone) L0. DIMON 8N 4/28 /Q5 DATE 05 - 078 DRAWLY; Ne WWI 15 OF 15