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WS-16-546 v R Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-253757 Permit Number: WS-3-16-546 Scheduled Inspection Date: March 02,2016 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: ARTIEDA, LUIS Work Classification: Window/Door Replacement Job Address:9350 NE 9 Place Miami Shores, FL 33138- Phone Number Parcel Number 1132060070040 Project: <NONE> Contractor: HOME OWNER Building Department Comments INSTALL NEW 12 IMPACTWINDOW Infractio Passed Comments INSPECTOR COMMENTS False REPLACE EXPIRE PERMIT WS 13-2160 Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid March 01,2016 For Inspections please call: (305)762-4949 Page 30 of 40 a a c CATEGORY 1600 S Federal Hwy.Suite 207• Pompano Beach• FL•33062 Engineering Services, Inc.- 5 (954) 784-6991 Tel• (954) 781-5708 Fax•emmo@c5es.com CA #25854 April 14, 2014 Re: Project Artieda Residence Street Address: 9350 NE 9 Place, Miami Shores FL Contractor: Monster Construction Inspection Date: April 14, 2014 Permit Number: WS-9-13-2160 I have been retained by the contractor to perform a special inspection per Section 110 of the 2010 Florida Building Code. I have performed the above- referenced inspection for the installation of the components listed below and found the work to be in accordance with the plans prepared by this office (Drawing No MC A1140414)and the 2010 Florida Building Code. • 1"x PT Wood(Min. Grade 2)fastened to existing reinforced concrete, grout filled masonry or masonry substrates. Thank you for your time and attention to this matter. Sincerely, Digitally signed by Emma T. Mellinger,P.E.FL 50049 Date:2014.04.1416:51:18 -04'00' Emma T. Mellinger, P.E. FL PE#50049 4/14/2014 Y4"Tapcons in Single Staggered Row, 12"o/c,4' from Ends (Min. 13/4' Embedment, Min.21/2' Edge Distance in Concrete) a . _a a a I I a a is a a a I a Aa---- a A a a Existing Concrete 1"x PT or Grout Filled Wood Masonry Bleck I NOTE: • New Bucks Shall Extend Beyond the Interior Face of the Window or Door Frame Such that Full Support of the Frame is Provided and Bucks will Adequately Transfer the Loads Imposed upon Them to the Surrounding Structure, Meeting the Requirements of the HVHZ, FBC 2010. GENERAL NOTES • All New PT Wood Shall Be Min. Grade 2. This Signed and Sealed Design Applies to the Installation of New I"x PT Wood Bucks to Existing Substrates,As Shown.No Other Warranty, Express or Implied is Intended. This Design is Based on Information Provided to the Engineer by the Digitally signed b Contractor. Contractor Shall Field-Verify Existing Conditions and Emma T. Mellinger, Immediately Notify Engineer of Any Discrepancies Herein. This Design P.E. FL 50049 Shall Not Be Valid if Existing Conditions Are Other Than as Shown Herein. All Work Shall be Performed in Accordance with the 2010 Florida Building CATEGORY Date: 2014.04.14 Code, and Local Codes and Ordinances that May Apply. Engineering Services,Inc. WOOD BUCKS FASTENING TO EXISTING SUBSTRATES 16:51:41 -04'00' DESIGN NOTES 1600 S.Federal Highway.#207 Artieda Residence, 9350 NE 9 Place, Miami Shores, FL Emma T.Mellinger, P.E. Wind Loads Calculated in Accordance with 2010 FBC and ASCE 7-10: Pompano Beach, FL 33062 FL PE#50049 Vult=175 mph,Exp=D (954) 784-6991 Dwg: #MC Al 140414 Rev: 0 By: ME Sheet: 1 of 1 Date: April 14, 2014 " Revisions ey CA#25854 r� nr -' 6 &s�RR�� Miami Shores Village PennI 'r find III rs 10050 N.E.2nd Avenue NE _ � '� vrkClass/�ati�t� Wlnd fd aor Replacern Miami Shores,FL 33138-0000 2e�o � Phone: (305)795-2204 Peet tatcrs API O.OVED issue Cate:311/2016 Expiration: 08/28/2016 Project Address Parcel Number Applicant 9350 NE 9 Place 1132060070040 Miami Shores, FL 33138- Block: Lot: LUIS ARTIEDA Owner Information Address Phone Ceti LUIS ARTIEDA 9350 NE 9 Place MIAMI SHORES FL 33138-2972 9350 NE 9 Place MIAMI SHORES FL 33138-2972 Contractor(s) Phone Cell Phone HOME OWNER Valuation: $ 10,500.00 .... _. . . _ _.._._ Total Sq Feet: 0 Type of Work:INSTALL NEW 12 IMPACT WINDOW Available Inspections: No of Openings:12 Inspection Type: Additional Info: Classification:Residential Window Door AttachmentFinal Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $6.60 DBPR Fee Invoice# WS-3-16-58850 $3.30 03/01/2016 Credit Card $258.20 $0.00 DCA Fee $3.30 Education Surcharge $2.20 Notary Fee $5.00 Permit Fee $220.00 Scanning Fee $9.00 Technology Fee $6.80 Total: $258.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDA that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and thermore,I authorize the above-named contractor to do the work stated. March 01,2016 Aut h6redSignature:Owner / Applicant / Contractor / Agent Date Building Department Copy March 01,2016 1 Miami Shores Village Building Department ! MAR 0X. 6 6 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 t g Tel:(305)795-2204 Fax:(305)756-8972 - INSPECTION LINE PHONE NUMBER:(305)762-4949 S441FBC,201 y BUILDING Master Permit No. 16- :5 46 PERMIT APPLICATION Sub Permit No. Mt,UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION �ENEWAL r-1 PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CJ p�, CONTRACTOR DRAWINGS JOB ADDRESS: ! 3 rO Af� / -r'- f L-•- City: Miami Shores County: Miami Dade Zip: 33)3R Folio/Parcel#: 3 2-0 6 0 0 ? a 0 L/0 Is the Building Historically Designated:Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): �. :71 e,�) �� Phone#: 9`�� { 6,? Address: �3 S-0c- City: M 1 f")%4. State: 7L 6 �r C�E�, Zi 3 3/j y Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: tl0 u c W'pt ) Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ �, �� Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of eWork:,_. ) C- 11'k L."- 1,®l � / e_j 1/ L k )� 1/P/ S 1 /,3 - 2-/ (L7 Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) 9 Bonding Company's Name(if applicable) , Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 4 day of0,r�G�'�- 20 / , by day of ,20 by Ly is d IT) e ote, ,who is personally known to ,who is personally known to as me or who has produced as me or who has produced �p� identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign. Sign: r' Print: 40 Reu Notary Public State of Florida Se :rte �^ Joanna M Feliciano Seal: o` My Commission FF 062753 ?oF fVo! Expires 0 111 212 0 1® APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 5�!nc° S Miami Shores Village Kong Rill" Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 7-OWNER BUILDER DISCLOSURE STATEMENT NAME: V i `e O�-U I L a,1- &h DATE: 2-1 ADDRESS: q3 S—b /V E 9�1~ !'l_ ��(1�r�A"ilLc Sd"t�`°`E., . I'L 73 13 Y 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 municipal 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 properly listed,may act as my own contractor with certain restrictions even though I do not have a license. Initial,_ 2. 1 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. Initial 3. 1 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 license numbers on permits and contracts. Initial � %b 4. 1 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 built or substantially improved it for sale or lease,which violates the exemption. Initial L 5. 1 understand that,as the owner-builder,I must provide direct,onsite supervision of the construction. Initial—/- 6. nitial6. 1 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. Initial /-. 9 _ f P t 7. 1 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. Initial- 8. nitial 8. 1 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. 1 agree that,as the party legally and financially responsible for this proposed Construction activity,I will abide by all applicable laws and requirement that govern owner-builders as well as employers.I also understand that the Construction must comply with all applicable laws,ordinances,building codes, and zoning regulations. � Initial ,Q L 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/cilb/index.html Initial—L 11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the parry legally and financially responsible for the proposed construction activity at the following address: 93R) AIL cj'fl- f L Initial 12. 1 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. L fi 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 owner's 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 day of 20 By (f/ 1�� iC dC-__who was personally known to me or who has a ® �Og g m35Q 01 Produced there License or as identification. N s CD CO Tn m OWNER NO Miami Shores Village T CE Building Department UF W 90050 N.E.2nd Avenue,Miami Shores,Florida 33138 1BY'. 1 3 Tel:(305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER:(3057 762.4949 FBC 2010 BUILDING Permit No. cc PERMIT APPLICATION Master Permit No. J 13H Permit Type: BUMI)ING ROOFING JOB ADDRESS: 9 3S0 Al 4C-Z— City: Miami Shores County: Miami Dade Zip: .33139 Folio/Parcel#: 4-rZ6G —OD 7—Gb h Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): � 1� %�/Z.e� Phone#: Q9S �9 y—6 1�tj 1 Address: / g3 N//E rf4 g6nf City: �!l iJtil SddiYl' State: Zip: 94EIXX — Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Jou A' Phone#: �%® Address: ZvtoCity:'&A4.4 a'll�i Sta " �r Zip: 3'3'yre _ Qualifier Name: Phone#: / — Z y -790 State Certification or Registration#: C3C/Z S';KS" Certificate of Competency#: Contact Phone#: /= S/3-441WO Email Address: &0/►.J')'C.t. CO/Y Q Wllo0. DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ 10S—V d Square/Linear Footage of Work: Type of Work: OAddition bite, ❑New / ORepair/Replace ❑Demolition Description of Work: l/! J f QCT" Guiv�wX Color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ 32q. W t Bonding Company's Name(if applicable) Bonding Company's Address City State zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR iMPRQVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF'COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a ceased 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 approve n a reinspection fee will be charged. ��ignature lo lgna Owner or Agent " ' Contractor The f egoing instrument was acknowledged before me tbis in instrument was acknowledged before me this 1 day of 20 ,by �� w; �Te/'-day o ,20—,by who i known to me or who has produced `• who i rs known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: ••" ' ROBERT TERRY ROSS .•``av"".. My Commissl rices ,�, u c-State of Florida My Com o P Public-�te�6f Florida •; My Comm.Expires May 24,2016 •. ; My Comm.Expires May 24,2016 Commission#EE 201756 %,r oc Commission#EE 201756 ''�•° ��P Bonded Thrgh National Notary Assn. 'FO`"°p• Bonded Thr u h N tional N0 tar Assn ,,.,a ikkkskak &sN�isspsbsksksk _qu s3+s#�p �ksksis�N�Wk�bsksksm ` Y t APPROVED BY 1� Plans Examiner Zoning ff t9 Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised W10/2009)(Revised 3/15/09) STATE OF FLORIDA DEPARTMENT OF BUSINESS AND .PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET ��.W.+ TALLAHASSEE FL 32399-0783 BUCZEK, ROGER MONSTER CONSTRUCTION INC 1420 NEPTUNE DRIVE SUITE G BOYNTON BEACH FL 33426 STATE OF FLORIDA AC# 61, 74 6 6 Congratulations! With this license you become one of the nearly one million DEPARTMENT OF BUSINESS AND Floridians licensed by the Department of Business and Professional Regulation. PROFESSIONAL REGULATION Our professionals and businesses range from architects to yacht brokers,from boxers to barbeque restaurants, and they keep Florida's economy strong. CBC1256533 -0'6/26/12 110429063 Every day we work to improve the way we do business in order to serve you better. For information about our services,please log onto www.myfloridalleense.com. CERTIFIED BVILD.ING CONTRACTOR There you can find more information about our divisions and the regulations that BUCZEK, ROGER- impact you, subscribe to department newsletters and learn more about the MONSTER CONSTRUCTION INC Department's initiatives. Our mission at the Department is:License Efficiently,Regulate Fairly.We constantly strive to serve you better so that you can serve your customers. IS CERTIFIED under the provisions of ch.489 Fs Thank you for doing business in Florida,and congratulations on your new license! mgpLrati= date. AUG 31, 2014 L12062600594 DETACH HERE TMS DOCUMENT HAS A COLORED BACKGROUND-MICROPRINTING LINEMARK'"PATENTED PAPER AC# 617 4 6 6 0 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD SEQ#L12062600594 LICENSE NBR 106/26/20121110429.063 CBC1256533 The BUILDING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chaptor. 489,,FS. Expiration date: AUG 31, 2014 BUCZEK, ROGER MONSTER CONSTRUCTION INC 1420 NEPTUNE DRIVE SUITE G BOYNTON BEACH FL 33426 RICK SCOTT REN LAWSON GOVERNOR SECRETARY nicoi ev AQ RFnI uRFn av i nw 06-28-2012 ^q V t 1 JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation laity. EFFECTIVE DATE: 0612812012 EXPIRATION DATE: 0612812014 PERSON: BUCZEK ROGER FEIN: 261961902 BUSINESS NAME AND ADDRESS: MONSTER CONSTRUCTION INC 1259 OAKWATER DRIVE ROYAL PALM BEACH FL 33411 SCOPES OF BUSINESS OR TRADE: 1- SHUTTER INSTALLATION 2- WINDOW / DOOR INSTALLATION 3- CERTIFIED BUILDING CONTRACTOR IMPORTANT: Pursuant to Chaplet 440 . 05114), F.S., an officer of a corporation who elects exemption ham this chapter by filing a certificate of elction unlar this section may not recover benefits or compensation under this chaplet. Pursuant to Chapter 44n.05112), F.s., Certificates of election to be exempt... apply Only y scope of the business or trade listed on the notice of election to be exempt. Pursuant to chapter 440.051131, F.S., Notices of election to be exempt and certificates of election to he exempt shall be. subject to revocation if, at any time after the filing of the rimice or the issuance of the certificate, the person named nn th notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure r• the person named on the ceftilfcate to meet the requirements of this section. QUESTIONS? (850) 413-160! OWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA IMPORTANT DEPARTMENT OF FINANCIAL SERVICES n' \ F Pursuant to Chapter 440.05414), F.S., an officer of a c:'Poratton who DIVISION OF WORKERS'COMPENSATION CONSTRUCTION INDUSTRY 0 elects exemption from this chapter t,y filing a certificate of election CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA ! L under this section may not recover tenef its or compent 3tion under this WORKERS'COMPENSATION LAW "�f D chapter. EFFECTIVE 06/28/2012 EXPIRATION DATE: 06/28/2014 Pursuant to Chapter 440.05112), F.S., Certificates of ele:tion to be PERSON: ROGER BUCZEK H exempt... apply only within the scope of the business ill trade listed an 261961902 E the notice of election to be exempt. FEIN: R BUSINESS NAME AND ADDRESS: E Pursuant to Chapter 440.05113). F.S.. Notices of eiecttor to be exempt MONSTER CONSTI111Ct'10N pec and certificates of election to be exempt shall be subioct to revocation 1253 OAKWA'rPR oavE if, at any time after the filing of the notice or the isauance of the ROYAL PAI.M RVA,:h. F",_ 33411 certificate, the person named on the notice or certifich:e no longer meets the requirements of this section for issuance of a cert ficate. The department shall revoke a certificate at any time for fullure of the person named on the certificate to meet the requireme Its of this SCOPE OF BUSINESS OR TRADE: z- WINDOW DOOR ru'ALIA-Ice Section. 1- SHUTTER INSTM._41ON QUESTIONS (850) 413-1609 3• CERTIFIFD ilijil DINn C01479AC.-OR CUT HERE Carry bottom portion on the job, keep upper portion for your records. P,WC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11 A N N k # GA, NON P.O.Box 3353,West Palm Beach,FL 33402-3353 —LOCATED AT** C05ST[TUTIONAL TAX.COLLECTOR so-ring PaF"s ne'eal coamfy www.taxcollectorpbc.com Tel:(561)355-2272 1420 NEPTUNE DR Ste G BOYNTON BEACH, FL 33426 TYPE OF BUSINESS OWNER CERTIFICATION# RECEIPT#/DATE PAID AMT PAID I BILL# 23-0153 BUILDING CONTRACTOR BUCZEK ROGER CBC1256533 812.410303-07/05/12 $27.50 1 B40058393 This document is valid only when receipted by the Tax Collector's Office. STATE OF FLORIDA PALM BEACH COUNTY 2012/2013 LOCAL BUSINESS TAX RECEIPT MONSTER CONSTRUCTION INC LBTR Number: 200903437 MONSTER CONSTRUCTION INC EXPIRES: SEPTEMBER 30. 2013 1420 NEPTUNE DR STE G This receipt does not constitute a franchise, BOYNTON BEACH, FL 33426 agreement,permission of authority to perform the I I I services or operate the business described herein when a franchise,agreement or other county commission,state or federal permission of authority is required by county,state of federal law. 9/24/2013 10:59 AM FROM: Th Griffith Agency Hewlett-Packard Company TO: 305.756.8972 PAGE: 002 OF 002 ACORO® CERTIFICATE OF LIABILITY INSURANCEF9/24/2013(MMIDDIYYYY) D THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. ttf3'[ ris eMu Ah enu�Isdlnehr. rcStmnfr�e5frunl�d�CBILIREd1li cTllBs hai'L'drth3i'tlyrns'cu`iAn certificate holder In lieu of such endorsement(s). PRODUCER CONTACTNAME: Elizabeth Pravel TH Griffith Agency Inc PHONE E (561)392-2444 FAX No: (561)392-3668 N9 No.479 NE 20th St ERE, .elizabeth@thegriffithagency.com INSURERS AFFORDING COVERAGE NAIC t Boca Raton FL 33431 INSURER A:Western World Insurance Group INSURED INSURERB-AMCO Allied Property and 42579 Monster Construction, Inc. INSURER CNautilus Insurance Group 1259 Oakwater Drive INSURER D: INSURER E: Ro al Palm Beach FL 33411-6107 INSURER F: COVERAGES CERTIFICATE NUMBER:CL1372600265 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUSR LTR TYPE OF INSURANCE POLICY NUMBER MM%DD EFF MPMMI IDD EXP LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ 100,000 A CLAIMS MADE a OCCUR PP8141760 /23/2013 /23/2014 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 1,000,000 JECT F__1 X POLICY PRO-- LOC $ AUTOMOBILE LIABILITY FCE,EBODILY SINGLE I 1,000,000 B ANY AUTO RY(Per person) $ ALLOVVNED X SCHEDULED P5915549588 /26/2013 /26/2019 AUTOS AUTOS RY(Per accident) $ HIRED AUTOS �T03VMED DAMAGE $ X UMBRELLA LIAB $ CUR EACH OCCURRENCE $ 1,000,000 C OC EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION 5t 011452 /23/2013 /23/2014 $ WORKERS COMPENSATION VdC STAT U- OTH- AND EMPLOYERS'LIABILITY Y/N IMITER ANY PRO PRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? N/A E.L.EACH ACCIDENT $ (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village ACCORDANCE WITH THE POLICY PROVISIONS. Building Department 10050 NE 2nd Avenue AUTHORIZED REPRESENTATIVE Miami Shores, FL 33138 Thomas Griffith/TPG tya ``- •"x- IIV,UL�(201005).01 nrne� no I"nTr oonnAn►r All The ACORD name and logo are registered ma'rTsoof,R80WDnon /,V(!s A4-f6Cq �� sti�•� 18 Fli ISI M ��/%11 f//li► !d � n e° � � �: Otal 55 t.� C� e/sc a 1'4-C�►e h �� /Ciy n K W S 13- �6� Z o ` CD o �^ IOM i f 7 rr SEP 2 4 2013 - 31 BY: 2 3 30 X lk 2X12 SL t `ONA& MA�l�C.s2 F f3 f, voo m IL N 1/7 � z Optal ✓h�� O © exz:-q 2010 FLORIDA BUILDING CODE/ASCE 7-10 Cgineering Services.Irlc.ATEGORY - Vy RST CASE DESIGN PRECSuaF c^HART FOR COMPONENTS AN CLADDING En For Buildings with a Mean Roof Height of 60 Feet or Less 1600 S IeOMd Nwy Sb 207.PomPeero Beach Fl 33W (4361 78d-6991 Fel/19561 781-SMS Fox/Waa7e5m.cam/CA DESIGN PR ccllac_ FOR INT RIOR ZONES( one 4"1 ate' fZONES 1"Zone 5"] Mean Roof M � Tributary nna(sq.R) Mean Root ULTIMATE WIND SPEED imohl- L7g H MbeArey�-(W R) EXPOSURE CATEGORY= � (e) w 1s m, zs 30 35ao 45 �») Io 1s m zs w 35ao as 15 4f 447 438' 431 426 021 417 414 41 I 9 -08.5 47 7 -4T 0� 15 43.9 44.T 438 43 I 42 6 421 41.7 41 4 41 I jubin am Mad fm ft* 46 3 -46 0. 43 6 -0S 3 45 61 4 -590 -573 -56 0 -54-9 -53 9 •33 2 -32 S -51 8 I Wmd 16 45 2 d4 3 43 6 A :6 41 2 41 9 41 S 46 4 43 2 44 3 43 6- 43 1 42 Speed,(V_3-mmd Sm)` 170 nvh SO 3 -09 I -0$2 47 6 6 S -46 I -0S 8 43 5 16 6 42 2 41 9 4 t 3 2 Risk Camyprry 11(G Rowdennal and Commmw 46 9 43 6 44 ll 44 I 3 1 42 7 423 410 '�'-t -59 7 -S7 9 -56 6 -55 S •S4 6 •53 B -53 0 -32.4 Cmnau�os). 17 17 d6 9 43 b 44 B 44 I 43 3 431 42.7 42 3 42 l Exposure Categoay D SO 9 49 6 48 7� -dg 1 7 0 -46 6 .46 3 -0S 63 8 60.3 -38 S -57 2 -36 1 SSI -34 3 •53 6 -33 0 4 Topographic 1 B q1 3 4b I 4S 2. 44 S• 3 5 43 1 42.7 42 a 47 3 46 1 43 2 44 5 44 0 43 S 43 t 417 42 4 S Paetar(Ka) 1 0(hlat Tmam) -51 4 .501 -49.21 -49.5 7 3 47 1 -•i6 7 46 4 18 D� b Pace.(W) 0.85 63 4 -609 -591 -57 8 -S66 -SS 7 .5q 9 .34 1 -53.3 6 For owmmm requiting Kdm 1 0.multiply the values in 19 47 8 46 S 49 7 44 9 3.9 43 S 43 I 42. 47 9 46 3 45 6 44 9 44 4 4I 9 43 S 43,1 42 8 these,able 1 18 V 51 8 -SO 6 4971 49 0 $0 -07 3 47.2 46 8 19 by ails Kd regtormhehre wdh local 20 48 2 47 0 46 I I 43 4 4 3 43 9 43 S 43 640 61.3. -597 •58 3 -S72 -56 2 •55 4 •54 7 -54 building of t"and product 6pprovals beWre we. -51 3 -510 501; -d94 4 24 2 47 0 461 43A 448 443 439 435 432 7 Pactomt 8tuldmg Giepi.0 18 22 -48 6 .47 3 64,6 62 0 -602 .Sg 8 .577 -561 -SS 9 .55 1 .345 C_omWf an E:_kteer far®sv other can:inure 49 0 47 7 46 B 46 I 43 3 43 0 44 6 44 2 43 49 0 47 7 46.8 46 1 43 S 45.0 44 6 44 2 43 9 •53 2 •31.9 -51 0' •50 3 49 7 •49 2 488 -48.4 -48 1 22 65.6 63 1 61 2 -598 -58 6 .577 -,56 8 •56 1 -53.4 21 49 8 d3 S q7 S 4b 8 46 2 45 7 4-111 04 9 44 49$ 48 S d7.S 46.8 a6 2 45 7 43.3 44 9 44 6 1 Table shoat the•wxxt4 case•design psesump.w� SdU •527 318 SIO -504 499 493 491 488 21 my -666, 64 0 62 2 60.7 •59 S -595 -37 7 -36 9 -36 Z unLown variable a it;cnhcal mdham 2d 3 49 1 48 2 47 3 46 91 46 4 45.9 45,3 45 2 50 S 49 1 481 47 S 46 9 46.4 45.9 df S 452 2 Table in valid fw 54 1 -SJ 4 32 S 31 7 -S I 1 Sli 6 -50.2 49 g q9 3 26 67 5 64 9 63 0 61 6 60 4 39 d -58 3 37.7 -57 0 slopes lam than 10 �Y For r for roof 28 SII 49 8 41 8 48-1 47 3 47 0 46 S 46 1 45 31 1 49 8 63 61 I 47 S 47.0 46.S 46 I 43,8 Naos l�a d c result End Wes site -553 -54l -531{ -524 -511 •SI3 -SO9 •SOS SO1 28 30 68 S 6S 8 63 9 62 4 61 2 60 1 39 2 .Sg S .57 B 3 Calculate the average not height. If average cam be 51 7 SO 4 49 d 48.7 48 1 47 S 47 1 46 7 46 3 51371 50 4 49 4 487 48 1 47 S 47 1 46 7 46 3 detaemned,use the Peak Me hVight 56 1 34 8 SJ 8 0 -33 0 •52 4 •31 9 •S t S 51 1 •50 7 30 69 66 6 64 6 63 I 61 9 60 9 60 0 -39 2 -58.5 highest 6rNe value.Rand rwf 32 523 310 SOOT 492 486 481 x76 472 heghtmrheRM 36 8 -55 4 54 d 53 b -SJ 0 -31 S -S3 0 •316 S/3 3Z 32 3 S I 0 300 491 48 6 48.1 47 6 47 2 46. 4 Calculaae the tnbueary ern 13ragtb x bmebtl d d/e aPehm9 34 70 I 67 3 65 4 63 8 62 6 61.3 60 6 .598 -591 tin quesaoo Round the 6tbuurvy aro down to the oma S2 9 SIS 30 S 49 7 49 I 48 6 d8 1 47 7 47 4 52 9 SIS SO 3 49 7 49 1 49.6 491 47 7 474 smallest roue value V the 57 d •36 0 33 0 -54 2 S3 6 -33 1 52 6 -52 2 -31 8 eAb1°�area n ankrhowrb use -70 8 -68 0 66 0 64 3 63 3 6.'2 61 3 -603 -39 7 dm mon cnacal value(I O square fed). � 534 $20 310 SO2 496 491 486 482 4T8 -57 9 -36 S .55 3 -54$ -54 I 33 6 -33 1 32 7 •52 4 53 4 32 0 3I 0 50 2 49 6 49 I 48 6 48 2 47 8 S Area berwcen sahhemsal wlbeas shall be used as mtb tuy -713 fib 7 66 7 63 2 63 9 618 -619 61 1 60 3 area 38 5J 9 32 S 31 1' SO 7 30 I 49 S 49 I 48 6 483 539 52 S S I S 507 301 49 S 49 1 486 SB 5 S7 I 56 1; -53 3 54 6 .54 1 53 6 -53 2 -528 6 Dazaemm the Zmm(humor 4•or Ehaorior S)of� 38 40 -722 -W 173 65 8 64 S 63 4 615 61.7 60.9 opening An opening with MY Portion closer dues distance 34 4 33 0 31 9 31 2 50 S k10 49 S 4911 48.7 S4 4 33 0 31 9 Sl 1 SO 3 SO 0 49 S 491 48 7 l uldmg awmer shall be comsdeW m an Exterior 590 -376 366! -538 331 546 •S41 337 -533 •a•roa 718 -70 0 67 9 66 4 65.1 64 0 63 0 -6-12 61 3 Za1le M e�rwnm d all d die opening fags mare than 44 553 539 52 8 520 51 4 30 8 SO 3 49 9 49.3 44 35 3 339 52.8 520 Sl 4 M 8 50 3 49.9 49.3 dna•a from a bmlebng owner•the opening shall be 60 0 -S8 S 37 S 36 7 •36 0 •53 S -SS 0 -S4 6 -54 2 emanderod m an Interior Zom(4} 48 562 547 SA6, 32 B 32 I 51 6 SI 1 SD 7 303 74 1 71 I 69 I 67.3 66 2 651 64 1 63 2 fit S 40 36 2 54 7 33 6 32 8 S2 1 516 51 1 30 7 50 3 7 Dssam ce•K•n to siuq calculated n 609 -594 5841 -376 369 •563 -539 -354 .35 732 -722 .70-I 6B3 672 dur 36.9 55 4 54-4 53 S 32.9 52 3 S 1 8 S 14 51- 66 0 -65 1 -W 2 6I smaller of 10'.of the mmumuam buoldmg wpb of 40•i of SZ 36 9 S5 4 54 4 53 S 32 9 323 519 5141 31 the height but not Tess thin 7 Peet 61.8 60 3 •S9 2 -594 -57,7 -57.1 -36 61 -561 •33 -76 2 -73 2 -71 1 69 5 -68 1 •67 0 56 577 S62 SS 1 542 336 330 S2 S 52 0 31 66 0 65 1 64 3 8 Ream the w"Case Pmmw and aegmp design primes 62,6 61 0 60 0; -591 -584 -579 -574 56 9 .363 56 37 7 562 SS 1 342 53 6 530 525 520 51 for use as required by governing budding depz�h 60 58.4 568 SS T; 54.9 541 $36 S3 I 32 7 313 .772 -742 -T2.0 •704 -69 0 -678 66-8 -660 -652 63-3 -618 60 7 _59.g 59 2 -SB 61 -S8 1 57 6 -57 2 b0 SS 56.8 SS 7 S4 9 54 2 53 6 53 1 327 52 3 78_ -75.1 -72 9 -71 2 -69 8 68 7 67.6 66 8 46.0 G*Mlnd1 these tables list ullowtable P"mmu a(W.,given as 0 6•W� 30 where Wim,is the wvd pressure calculmed in accordanee with Chaptms 26 mod of ASCE 7-10 using dee ultimme design switd epoad(Vuh)and the vaniables given herein i Z Them tables are not valid as a sac-spe afic do wuW P.E D9hall Y signed by Emm 3 These tables apply to walls hind vancal surfacaa only T.Mellinger,P.E.FL 5004 4 use of these tables,and the values and coefricxns Itstod hacin is to be dictated and%wd-hed by the govemmg but Date:2013.05.09 16:05:3 5 Throe tables are imrn solely to dluutUe ding department and perm holder dest®h wind Pressures as luted No other warramy or avtdtcatian is unmated or trypltcablc HA -04•00• Dote: May 9,2013 Not vaUQ without S9110tue and Raked Embossed Seo; NOA D stpn AP®Mng a red R F re s t shutter- opening � # Location VVWth Heiaht NQA Number + Dd - + Yes No Yep No Fy'OA,--t- 3 7 3/y F1 13 ago, y -sem -Sso 'Y�� - Li v i vC, - �` 1 `1`1 V/ Ft 95zo. I Fd 6PO Fn,K t 3 7 /y --55:0 lx3xs-6 m A r—I q-S-2-0, 1 30 1?0 Po F v i' 3 -7 FI 15010. SS. �.Ssc7 2 -If,M4y 2t '02 ti0 I"� r3010, '-t S��O ssv 3 N�a c I,►✓q-� 3o S r t 13 c�I c�. Ll y , 30 5'b F I t 3OI Q 55:o -5s o �s , y M4,1 ICA 30 sb F 6 '$ 90, 16-75 -6 7s �S �; M434ft 30 (o Ft 161 -7 7, t 700 -7ov 4 Opening size ftft ReaufrormntR e # Locefion VAft Height MOA NumioerM ad - + - Yes iso Yep No 7 q. 3�Y 7ce 60 66 q clq to z Florida Building Code Online rage i or s r MMMMMMMMMMMi Pk r4.x l:a[),--P Iletin^ BCIS Home Log In 1 User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff ; BCIS Site Map i Links Search Busines Professi � Product Approval USER:Public User Regulation Product Aooroval Menu>Product or Aoollcation Search> i n U plication Detail FL# 13010-R1 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext 207 miafevre@cws.cc Authorized Signature Michael La Fevre mlafevre@cws.cc Technical Representative Brian Tenace Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Jeff Thompson Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 221 jthompson@cws.cc Category Windows Subcategory Fixed Compliance Method valuation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who Lucas A.Tumer developed the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich, PE Validation Checklist-Hardcopy Received Certificate of Independence FL13010 R1—001 EvalRep CWS-433A(PW-8100 36x72 IMPACT).odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMACSA/101/I.S.2/A440-05 2005 ASTM E 1300-04 2004 ASTM E1886-05 2005 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?pararn=wGEVXQwtDgvQEb8FEH6OVr... 8/9/2013 Florida Building Code Online rage/- of ' a ASTM E1996-02 2002 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/12/2011 Date Validated 12/16/2011 Date Pending FBC Approval 12/21/2011 Date Approved 01/31/2012 Summary of Products FL# IlModel,Number or Name Description 13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Flg=36"Limits of Use Installation InsApproved for use in HVHZ:Yes FL13010 Ri II Approved for use outside HVHZ:Yes IMPACT . df Impact Resistant:Yes Verified By: Lucas A.Turner 58201 Design Pressure:+75/-75 Created by Independent Third Party:Yes Other:PW-8150,36"x 72",DP= +/-75 psf.Large Evaluation Reports Missile Impact. FL13010 R1 AE DuPont PVB NOA 11-0624 01.odf FL13010 R1 AE EvalReo CWS-433A(PW-8150 36x72, IMPACT).odf FL13010 R1 AE Mikron NOA 11-0830 09.odf Created by Independent Third Party:Yes 13010.2 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window,Continuous Head& Sill. Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL13010 R1 II CWS-510A(PW-8150 74x72. Approved for use outside HVHZ:Yes ContHdSi IMP).odf Impact Resistant:Yes Verified By: Lucas A.Turner 58201 Design Pressure: +67.5/-67.5 Created by Independent Third Party:Yes Other: Large Missile, Dp= +/-67.5 psf, Max.size 74 Evaluation Reports 1/8"x 72".Outer lite must be safety glass above 30 ft.in FL13010 R1. AE DuPont PVB NOA 11-0624 Ol.odf HVHZ. FL13010 R1 AE EvalRep CWS-510A(PW-8150 74x72. ContHdSl IMP).pdf FL13010 R1 AE Mikron NQA 1i-0830 09 odf Created by Inde endent Third Party:Yes 13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Fixed Window, 120"x 48". Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL13010 R1 II CWS-373A(PW-8300. 120x48. Approved for use outside HVHZ:Yes IMPACT) odf Impact Resistant:Yes Verified By: Lucas A.Turner 58201 Design Pressure:+70/-70 Created by Independent Third Party:Yes Other: PW-8300, 120"x 48",DP= +/-70 psf. Large Evaluation FL13010 R R AE orts DuPont SGP NOA 11-0624 02.ndf Missile Impact. FL13010 R1,-AE EvalReo CWS-373A(PW-8300 120x48 IMPACT).odf FL13010 R1 AE Mikron NOA 11-0830 09.pd Y s 1301 PW-8300 PVC Fixed Window PW-8300 PVC FI /Fin Fixed Window. mits of Use Installation Instructions Approved for use In HVHZ:Yes FL13010 R1 II CWS-1596(PW-8300 IMPACT).odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large Missile Impact,See Installation Drawings FL13010 Rl AE DuPont PVB NOA 11-0624 Qi.odf for Max.size and DP's. FL13010 R1 AE DuPont SGP NOA 11-0624 02.odf FL13010 RI AE Evailken CWS-1598(PW-8300, IMPA CT).odf FL13010 R1 AE Mikron NOA 11-083 0 . http://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQWtDgvQEb8FEH60Vr... 8/9/2013 Horida Building Code Online Page 3 of 3 � 9 created by Independent Third Party:Yes a � Back Next Contact Us::1040 North Monroe Street Tallahassee FL 32399 Fhone:850-487-18 a The State of Florida Is an AA/EEO employer.Coovrlaht 2007-2010 State of Florida,::Privacy t&m nt::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395. *Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public mord.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: no 94 PIR 18 secur t Ath?ItIC9 1 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=w�IF,VXowtT)nvr),PtNQI Vu,<nl,,_ PICTURE WINDOW ELEVATIONS (LARGE MISSILE IMPACT) PVC IMPACT REQUIREMENT: SHOWN W/DIFFERENT OPTIONS 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE,CURRENT EDITION, 2.GLAZING OPTIONS:(SEE SHEET 5) 49114" MAX.OVERALL FLANGE WIDTH 3.CONFIGURATION:FIXED LITE"0". 48" MAX UNIT WIDTH 4.DESIGN PRESSURES: 451/6" -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES GLASS DLO ASTM E-1300. -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-130D. S I I 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF 731/4" 7 I THIS PRODUCT.SEE SHEETS 8-9 FOR INSTALLATION DETAIL.WIND LOAD DURATION MAX. F I I FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. OVERALrc FLANGE 6 I 7 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT REQUIRED. HEIGHT I i I 7.ALL FRAMES FULLY WELDED. MAX.OVERALL FLANGE WIDTH 8.REFERENCE TEST REPORTS:NCTL-210-3530-1,1A,2, 2A,NCTL-21D-3672-1,1A,2, 2A MAXv I O I GLASS MAX.UNIT WIDTH 9•SERIES/MODEL DESIGNATION PW-8300. HUNIT EIGHT I I DLO 10.1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO 89 1/e" PROPERLY TRANSFER ALL LOADS TO STRUCTURE,BUCK AND FRANUNG IS RESPONSIBILITY GLASS DLO OF ARCHITECT OR ENGINEER OF RECORD. I I I I I I 771/4• I I MAX OVERALL FLANGE HEIGHT A_E D T 8 7 76" MAX. UN DESIGN PRESSURE RATIHEIGHT ±55 73 7/e" GLASS DLO I DESIGN PRESSURE RATING ±67.5 -BT-UPDATED PER 2010 FBC 12/6/2011 LUCAS A.TURNER,FL P.E.58201 AlUPDATED PER NEW FBC REQUIREMENTS 7/07/2008 1Puulrq '' ••�••`�P110REbdT��, ��4s'�1`QylZ gyp .4�C E N 4 SF."�Q2�„• WINDOWS&DOORS TABLE OF CONTENTS -4 jNo 58201 �.�� 1900 SW 44TH AVE GENERAL NOTES&ELEVATIONS..........1 :*; * * OCALA,FLORIDA 34474 ANCHOR SCHEDULE&NOTES...........2-0 Lucas A.Tomer,P.E. 2011-12-1411:08-05:00 y� fl 1 Zit GENERAL NOTES&ELEVATIONS-LARGE MISSILE IMPAC SHAPES....................................................4 ' �9 t STATE OF "40 SECTION VIEWS.....................................6 PROPR9TARYANDCONFIDENM 12/14/11 �i�n""•'Q P.•'�W.` 8300SERIES: BY: 5/05/2007 EXTRUSIONS&B.O.M.............................7 THE WFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM �i�j�Ss`O R14�(7,�•� DEL PVC FIXED LITE MS G.NO:CWS-159 INSTALLATION DETAILS......................8 9 IToNPSSN CN , .ISRTEo�THE •i ;�• B ET*WINDOW PERMISSION OF WOWSYSTEEMS,INCIPOHIBIio 1 OF 9 8'MAX (TYP) 4'MAX 14"MAX.O.C. (TYP1 (TYP) 4"MAX r-MAX.O.C. MAX A SEE NOTE 2 (TYP) (TYP) SEE NOTE 8 (TYP) _T 14"MAX.O.C. r MAX.O.C. (TYP) I (TYP) INSTALLATION ANCHOR(TYP) INSTALLATION _ ANCHOR(TYP) t B I 8 � C C ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) THRU NAUING FIN(WOOD OPENING) THRU FRAME(MASONRY OR WOOD OPENING) +/.55 DP +/-55 DP NOTES: 1.INSTALL ONE ANCHOR AT EACH LOCATION.ANCHOR SCHEDULE FOR FLANGE FRAME TO FOLLOW SPACING REQUIREMENTS ACCORDING TO REQUIRED DP.SEE SHEETS 2-3. SILL ANCHOR SAME AS HEAD. 2.SHIM AS REQ'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. 3.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 4.3116"DUI.ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/4"INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY.A MINIMUM EDGE DISTANCE OF 21/2"SHALL BE ACHIEVED IN EITHER DIRECTION. 5.#10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 13/8"INTO 2 BY WOOD BUCK OR FRAMING.A MINIMUM EDGE DISTANCE OF 718"SHALL BE ACHIEVED IN EITHER DIRECTION. 6. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 112"INTO 2 BY WOOD BUCK FOR FIN INSTALLATION.A MINIMUM EDGE DISTANCE OF 1/4"SHALL BE ACHIEVED IN EITHER DIRECTION. 7.ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. B UPDATED PER 2010 FBC 12/6/2011 DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. LUCAS A.TURNER,FL P.E.58201 AlUPDATED PER NEW FOG REQUIREMENTS JV0712008 8.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL Huh, NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. � PN0E N� �Q�4 9.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: ��GP:v\ SF ti i� RS A.WOOD-MINIMUM SPECIFIC GRAVITY OF G=0.55(SOUTHERN PINE OR GREATER) �J Sn i 0 B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. 2-4 No 58201 •-P Z 1900 SW 44TH AVE. C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,GRADE N,TYPE 1(OR GREATER). *; * ;*^ OCALA,FLORIDA 34474 TITLE- 10.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE 'O y ANCHOR SCHEDULE&NOTES-LARGE MISSILE IMPACT �9 STATE OF :�+ OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT 8300 ADE 5/05/2007 VERSION OF THE REFERENCE DOCUMENTS: _ PROPRIETARYAND CONPIDENTwL 12/14/11 ��.• <p R 1 O p''��` O L: G.NO.: FMA/WDMA 250(BOX�WIND WS),FMA/AAWVWDMA 300(WEXTERIOR)DOORS). WINDOW MSINC. REPRODUCTION gIN PSP SYSTEMS. ORASg PROHIBITED. WMiOF UT THE ��4SsepNp��ti�� PVC FIXED LITE .LETr : Ng ET: 2 OF 9159 4"MAX 8'MAX O.C. (TYp) (TYP) 8'MAX, 7 5V MAX.O.C. SEE NOTE 2 (TYP.) SEE NOTE 8 1 -- - - -- - - -- ------------- -- I q•MAX I I 6'MAX. I I MP) P) I I 8'MAX O.C. B" I i 7 5MAX.O.C. I I (TYP) I I (TYP-) I I I I I I I I I I I I I I O I I I INSTALLATION ANCHOR(TYP) I I I I INSTALLATION ANCHOR O YP) j I I I I i I I I I I I ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) THRU FRAME(MASONRY OR WOOD OPENING) THRU HUNG FIN(WOOD OPENING) +4 87.5 DP H-87.5 DP B UPDATED PER 2010 FBC 12/812011 LUCAS A.TURNER,FL P.E.58201 A I UPDATED PER NEW FBC REQUIREMENTS 7/07/2008 01Nl1liq't PNORE4.. ��V �. F'.•�• WIIJDOWS B•DOORS t No 58201 :�7�: 1900 SW 44TH AVE. OCALA,FLORIDA 34474 y "y. ;�: rrLE ANCHOR SCHEDULE-LARGE MISSILE IMPACT �0 S STATE OF :�W S THE INFORMATION CONTAINED IN THI DRAWING SOLE PROPERTY OF IUSTOM ',,i4FS��O R 1 Q p�\,_`�� ODEL:P�VC c ADE r- 5/05!2007 WRITTEN ERI�i95510N O CUSTOM WINDOW 9YSTEM3,INC,9 PROHIBITEDTMO� ,,��P`, O A��?�,`` FIXED LITE e ; 8 HEET 3 0 9159 FULL ELLIPSE("OVAL'S FULL CIRCLE TOMBSTONE 112 CIRCLE TRAPEZOID OCTAGON 114 CIRCLE 8 UPDATED PER 2010 FBC 12/6/2011 LUCAS A.TURNER,FL P.E.511201 AlUPDATED PER NEW FBC REQUIREMENTS 1710712008 NOTES: TRIANGLE •.•••pr?t....ENg. ••G• F•.•Q..� C 1.SEE SHEET 2 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS :• No 58201 S��: 1900 SW 44TH AVE. 2.OVERALL SIZE MUST NOT EXCEED THE MAX WIDTH AND HEIGHT OF *= * OCALA,FLORIDA 34474 RECTANGULAR WINDOWS BASED ON DP REQUIRED FROM SHEET 1. o' ;aTITLE ARCH.FLG&FIN SHAPES-LARGE NIBBLE IMPACT 3.ANCHOR SPACING FOR ARCHRECTUAL FLANGE WINDOWS �� STATE OF ,4thSERIES: BY: MUST FOLLOW NOTE 1,SHEET2 PROPTHE INFORMATION coNrw w nuns oRa�woiNo IS THE PROPERTY OWMENVAL �CUSTObI ,,11 ,i4SA'.0R1 ti P C��•• IAODEL:8 �E AD c-No-.X5/2007 WWIND�fEN ,IN.ANY REPR OF DlMUmow INPARsORic�isP WHOLE WITHOUTTFD. , dNA��p�••` PVC FIXED LITE �.L� NTS T CWS-159 B 40F9 GLASS C SIZE TYPE W x DP+/-55 A, B 48 X 72 1"OVERALL1°OVERALL 1"OVERALL 1°OVERALL 3116"ANNEALED3/18'TEMPERED 3116"HEAT STRENGTH 3/16"TEMPERED 318'AIRSPACE 3/8°AIR SPACE 1/2"AIRSPACE 1/2"AIRSPACE 7/16'LANA GLASS 7116'LAMI GLASS 5116"LAM]GLASS 5118°LAMI GLASS 1/8"ANNEALED 1B"ANNEALED 3/16"HEAT STRENGTH 3/18"HEAT STRENGTH .090 DUPONT PVBINTERLAYER1/18'DUPONT PVB INTERLAYER .090 SENTRY GLASS IONOPLAST INTERLAYU .090 SENTRY GLASS IONOPLAST INTERLAYER 118"ANNEALED VB'ANNEALED 3/18"HEAT STRENGTH 3116"HEAT STRENGTH 6 PURFECT GLAZE"H' 6 PURFECT GLAZE"H" 6 PURFECT GLAZE"H" E51KAFEX "FP' SIKAFLEX 552 SIKAFLEX 552 SIKAFLEX 552 1/2"GLASS BITE 13 1/2"GLASS BITE 1/2"GLASS BITE 12 1 cmin O 1 GLASS SIZE FULL SIZE TYPE C GLASS TYPE D GLASS TYPE A GLASS TYPE B FULL FULL SIZE FULL SIZE B UPDATED PER 2010 FBC 12/6/2011 LUCAS A.TURNER,FL P.E.582o1 A UPDATED PER NEW FBC REQUIREMENTS 1710712008 �'%Ilsinupt� . PNORE i ..� �CEAIs�.'•.�2�i� ,:;s. .WBmON'S&DOORS ��• No 58201 ,�9: 1900 SW 44TH AVE. *t * *= OCALA,FLORIDA 34474 GLAZING DETAIL-LARGE MISSILE IMPACT STATE OF .w. PawRlEraarAaocoNaDENraL 12/14/11 �A4oW'•Ft A.•��: 8300 ADE 5/05/2007 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM �IfS•'•O fl 1�°•"•6,,� EL.PVC FID ED LITE ALE: 1.1 G.NO.:CWS-159 WINDOW WRITTEN PERMISSION OF CUSTOMOWNDOW SYSTEMS,INC.I PROMBITED �THE ��ijr�0NA; ?�A, R: B �HEET*. 5OF9 6 8 11 9 8 8 O 10 1 � O 9 10 7 7 11 8 3 SECTION B-B 4 EXTERIOR EXTERIOR 8 5 pr 2 7 SECTION VIEW C-C ALT FIN FRAME B UPDATED PER 2010 FBC 12/6/2011 LUCAS A.TURNER,FL P.E.58201 AlUPDATED PER NEW FBC REQUIREMENTS 7/07/2008 8 �00 p1DREW !li�� / SECTION VIEW A-A �G ,P`GEAt...... Ji No 58201 :�� 1900 SW 44TH AVE. * * OCALA,FLORIDA 34474 �: TLE:SECT.VIEWS 8 ALT.FIN FRAME-LARGE MISSILE IMPACT X 9 STATE Of .w+ •w� SERIES:8300 ADE 5/05/2007 THE INFORMATION CONTAINED INTW8DRAWMOI EPROPRIETARYANDCONFIDSSOLE LPROPERTY OF CUSTOM ,'iW"'? �ORt�✓'G�2�� oEL'PVC FIXED LITE C 1:2 CWS-159 WIND WSYSrmT MSoN.ANY REPRODUCTION I'PART wcAsis ROP LE WI THE ��•,/0NA„��`� EV.L E : B EET: S OF 9 Item# Part# Description Vendor Material 31/6° FRAME CORNER CONSTRUCTION 1 H-6006B Fr.,PW,Main,Head Miloon PVC 2 H-600613 Fr.,PW,Main,Sill Mikron PVC 1 3 H-6006B Fr.,PW,Main,L.Jb. Milvon PVC 21/16, 3 4 H-6006B Fr.,PW,Main,R.Jb. Mikron PVC o 4 5 H-6006A Fr.Main,PVC,Fin Mikron PVC CORNER WELD(ALL SIDES) 6 P-3113 Screw Support for PVC Team Plastic Rubber PVC FRAME FLANGE-H 6006 8 7 P-3352 Set.Blk.,85 Dur., 1/8"x5/8"x2"Lg. Frank Lowe Rubber 8 Purfect®aze"H",SikaFlex552 Henkel/Sika Silicone 31/6• 9 P-3752 JCap Plug, 1/2"Hole M&M Nylon 10 S-6064 (]z 13d.,Fxd.(1"O.A.I.G.) Mikron PVC 11 GLASS jSeeShect4 5 n f 2 7/8" U 1 1/2• PVC FRAME FIN-H 6006A 10 1/4• 6 r--3"-----11-3I76" 1/16° 7/8° � PVC GLAZEBEAD-6084 SCREW SUPPORT-P-3113 B1 UPDATED PER 2010 FBC 12/6/2011 LUCAS A.TURNER.FL P.E.58201 A I UPDATED PER NEW FBC REQUIREMENTS 7/07/2008 pWulpj p1DREtV IT,i��i 5G y�JVP ..........F•�A1i�.� OW11MVIIS&DOORS g,4: No 58201 • 1900 SW 44TH AVE. * ;* OCALA,FLORIDA 34474 . y ' EXTRUSIONS&B.O.M.-LARGE MISSILE IMPACT f^� •I) STATE OF 10 Z' SERIES: PROPRIE7ARYAND CONFIDENML 12/14/11 i.*.A, V. •Z�� 8300 ADE 5/05/2007 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM I�S•<•...A.�...••Uf\��,` IAODEL: LE: WG.NO.: WINDOW WRITTEN PERMISSION.ANY CUSTOM REPRODUCTION NDOW SYSTEMS.RAS PROHIBITED. IR THE ,P/��S1ONA' �APVC FIXED LITE EV.LETTER: 1:2 HEFT: CWS-159 6 70F6 CONCRETEIMASONRY 1BY WOOD BUCK 131@"_MIN EMBEDMENT BY OTHERS BY OTHERS to SEALANT BETWEEN BUCK :_:��- • (A) 1/4°MAX SHIM--•{ '►' 2 BY WOOD BUCK AND OPENING BY OTHERS •0•A -•j —IM MAX SHIM �] I e BY OTHERS[A] ► •► INSTALLATION ANCHOR,3/16"DIA. SEALANT BETWEEN BUCK MASONRY ANCHOR W/WASHER 0 A►D► 7&MIN.EDGE DIST. AND OPENING BY OTHERS THRU SCREW SUPPORT •0•" (DI (C) 0 2Al2_MIN. E DIST. •. ► INSTALLATION ANCHOR, e 0 @10 WOOD SCREW W/WASHER [�] •0•s •►.► THRU SCREW SUPPORT • O 2_y2 MIN.EDGE DIS 4 4 2 BY WOOD BUCK 0 • CONC ETF/ • _ [C] BY OTHERS •e•G 2 MAS RY • v• �• = n a,n 1]14"MIN.EMBEDMENT •►'► BY ERS s. •s. ICl •0•4.. ti.a e•••� [A] ti >• s. o.s •,,•., SEALANT BEHIND tom.:•:•'•'+•• • '`� FLANGE BY INSTALLER SEALANT BETWEEN BUCK RIOR FINISH 1 BY WOOD BUCK 1 1/4"MIN EMBEDMENT AND OPENING BY OTHERS Y OTHERS �Sr• _� BY OTHERS[A] ICI PERIMETER S LAM PERIMETER SEALANT EXTERIOR F STALLER BYINSTALLER p --( BYO EXTERIOR FINISH PERIMETER SEALANT 1 BY OTHERS BY INSTALLER B HORIZONTAL SEC N C HORIZONTAL SECTION SEALANT BEHIND 1/4"MAX SHIM 8 FRAME(MASON 8 FRAME(WOOD) FLANGE BY 181 ROWN TE:HEAD AND JAMB INSTALLER ILAR FOR 26Y INSTALLATION. INSTALLATION ANCHOR, L INSTALLATION SAME AS 3116°DIA.MASONRY ANCHOR BELOW, W/WASHER THRU SCREW SUPPORT IC] INSTALLATION ANCHOR. 3/16"DIA.MASONRY ANCHOR SEALANT BEHIND W/WASHER THRU SCREW SUPPORT FLANGE BY [C] INSTALLER 1/4°MAX.SHIM("fYP) PERIMETER SEALANT O BYINSTALLER HIGH STRENGTH STRUCTURAL p •• s• • ► • pTT GROUT BY OTHERS EXTERIOR FINISHp• v BY OTHERS p INSTALLATION ANCHOR, p• a • SEALANT BEHIND D y ♦•D• • D'D •• ••D►Di D•pD MIN.EMBEDMENT FLANGE BY 3/16"DIA.MASONRY ANCHOR ,D•• D. s D • D D p INSTALLER wt WASHER THRU SCREW ° y D.s• D• ►' ° p °- ►• • •• ► REFERENCE NOTES: SUPPORT (C] D •p `p p D Do Ds Do D D [A]SEE NOTE 10,SHT 1 PERIMETER SEALANT 1/4'MAX SHIM [B]SEE NOTE 20,SHT 2 _V2" BY INSTALLER IBI 2MIN.EDGE DIST. [pI g SEE 5,SHT 2 CONCRETEIMASONRY (TYP) BY OTHERS [EI SE NOTE 8,SHT 2 EXTERIOR FINISH D ALTERNATE PRECAST SILL DETAIL BY OTHERS SILL STOOL 8 FRAME(MASONRY) �?••�}• •o?�� BY OTHERS + B UPDATED PER 2010 FBC 12/8/2011 s•s. s. ••P•.�' >•.s USE SOLID WOOD LUCAS A.TURNER,FL P.E.58201 AlUPDATED PER NEW FBC REQUIREMENTS 7/07/2008 O• O• • •RSA•:• :• O• •0•A O• •O.O••C SUPPORT TO MAKE a. n.v s•o,•a•.s. s.o;s s.p s.o s•p ,o SILL LEVEL BY OTHERS s: s:�:. .s�o: o: .s s: •o; v: •�• ,,��Pt10REby?G�� {rr•IA�s7 •p • .os••p• .�' >.►s: �N�CoP;�tCEMS�.'•.��+i .a. WWDOWS&DOORS 1 114"MIN.EMBEDMEM .Ji J• No 582111 ;�71 1900 SW 44TH AVE. CONCRETNMAsoNRY [D) * * OCALA,FLORIDA 34474 BY OTHERS 21/2"MIN.EDGE DIST. * .. it Fine INSTALLATION THRU FRAME-LARGE MISSILE IMPACT (C) XL :9 i STATE OF •m: A :O S •tV► s: 5/05/2007 8 FRAME(MASONRY) PROPIBETARYANDCO?MENTYIL 12/14/11 �y n'•c( pP� � 8300 ADE VANDOW PERMISSION.ANY REPRAOW WDOW SYSTERPART OR AS A IS WHOLE WTHOUf THE '��jSS�ONAL ,, DEL.PVC FDCED LITE SLE. E NB HEE7 O.:8 OF 9159 11L2_MIN.EMBEDMENT - IEl INSTALLATION ANCHOR, SHEATHING 98 WOOD SCREW ANCHOR BY OTHERS W/WASHER (El SEALANT BEHIND FIN BYINSTALLER •exp j 2 BY BUCK ••e BY OTHERS EXTERIOR FINISH . °• (A] ME OTHERS �MIN EMBEDMENT •8, 2 BY WOOD BUCK PERIMETER SEALANT BY OTHERS 1W MAX SHIM BYINSTALLER °f'• [A] [B) .i 114V MIN EMBEDMENT WINDOW WRAP [E] BYINSTALLER INSTALLATION ANCHOR, 1/4"MAX SHIM S8 WOOD SCREW ANCHOR [B] E1 WASHER 1117 MIN.EMBEDMENT (E] SHEATHING BY OTHERS 'e ,,.e��4•b'e •Vd�4b EXTERIOR FINISH d•8"• d•' e BY OTHERS SEALANT BEHIND FIN WINDOW WRAP BYINSTALLER BYINSTALLER PERIMETER SEALANT 1/4'MAX SHIM BYINSTALLER [Bl L4"MIN EMBEDMENT �F� HORIZONTAL SECTION PERIMETER SEALANT °•e IE] FIN(WOOD) BYINSTALLERJAISFENOTE e4Qo REFERENCE NOTES: 2 WINDOW WRAP .� [8)S E NOTE 283,SHT BYINSTALLER[C]SEE NOTE 4,SHT 2 ° 2 BY WOOD BUCK (D]SEE NOTE 5,SHT 2 e• BY OTHERS [El SEE NOTE 8,SHT 2 EXTERIOR FINISH °�+• (A] BY OTHERS •o• INSTALLATION ANCHOR, e•°• 68 WOOD SCREW ANCHOR 8 FUPDATED PER 2010 FBC 12/6/2011 W/WASHER SEALANT BEHIND FIN [E] LUCAS A.TURNER,FL P.E.58201 A UPDATED PER NEW FBC REQUIREMENTS 17107J2008 BYINSTALLER ]-!2"MIN.EMBEDMENT PJ0,P�IOREt fT4 (E) SHEATHING C�C• F GZ�r WINDOWS&DOORSBY OTHERS �vY• • -" : 58201 1900 SW 44TH AVE. OCALA,FLORIDA 34474 TJn E VERTICAL SECTION rf .V :a E` INSTALLATION FIN-LARGE MISSILE IMPACT ��. STATE OF :I4+` e FIN(WOOD) PMW14ETARYANDCOMFVENTIAL 12!14111 ��.��F'�<o R?OP• ` O SERIES: BSD FF-lvl.. : E W�E:TF¢INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE POPERTY OF CUSTOM '0' SS'•••....•'��1',� PVC FIXED LITE NT$ WRITTEN PERMISSION OF ANY WINCDOW SYSTEMS,INC.IS OH M UT THE r�Otto ONA%- ETTER: B HEET: 9 OF 9 Florida Building Code Online Page 1 of 3 } A- X11 i : a t x® a0 et w x, F0lIda Pep"ntd SCIS Home Log In User Registration Hot Topics ' Submit Surcharge ;Stats&Facts Publications FSC Staff SCIS Site Map Links Search BuSineS , product Approval � USER:Public User rofessi I Regulation Pr�uct Approval Menu>Product or Aooiicatlon Search>Application list> don Detail FL# 7067-R4 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext 207 mlafevre@cws.cc Authorized Signature Michael La Fevre mlafevre@cws.cc Technical Representative Brian Tenace Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Jeff Thompson Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 221 jthompson@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who Lucas A.Turner developed the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 03/01/2014 Validated By Steven M.Urich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL7067 R4 COI EvalReR CWS-1578(HS-8200 IMPACT).oddf Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA/101/I.S.2/A440-05 2005 ASTM E 1300-04 2004 ASTM E1886-02 2002 ASTM E1996-02 2002 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvmjvMZSg39Jz... 8/9/2013 Florida Building Code Online Page 2 of 3 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/12/2011 Date Validated 12/16/2011 Date Pending FBC Approval 12/22/2011 Date Approved 01/31/2012 Summary of Products FL# 1114odel,Number or Name Description 7067.1 HS-8200 Vinyl Horizontal Slider HS-8200 Vinyl Flg/Fin Horizontal Slider(Impact)74x54, 11 XO. Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL7067 R4 II CWS-1576(HS-8200 IMPACT).Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile,74x54,DP= +/-60 psf,(Impact). FL7067 R4 AE DuPont PVB NOA 11-0624 01.1)df FL7067 R4 AE EvaIReD CWS-1578(HS-8200 IMPACT),pdf FL7067 R4 AE Mikron NOA 11-0830 09.Qdf Created by Independent Third Party:Yes 7067.2 HS-8200 Vinyl Horizontal Slider HS-8200 Vinyl Fig/Fin Horizontal Slider,Impact, 111"x 11 63",XOX. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL7067 R4 II CWS-232B(HS-8200,XOX, IMPACT).Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +60/-60 Evaluation Reports Other:Large Missile, 111"x 63",XOX,+/-60 psf. FL7067 R4 AE DuPont PVB NOA 11-0624 01.Ddf FL7067 R4 AE DuPont SGP NOA 11-0624 02.Ddf FL7067 R4 AE EvaIReD CWS-232B(HS-8200,XOX, IMPACT).Ddf FL7067 R4 AE Mikron NOA 11-0830 Modf Created by Independent Third Party:Yes 7067.3 HS-8200 Vinyl Horizontal Slider HS-8200 Vinyl Fig Horizontal Slider,73"x 62",XO or OX. Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL7067 R4 II CWS-399A(HS-8200,73x62.7513P, Approved for use outside HVHZ:Yes IMPACT).Ddf Impact Resistant:Yes Verified By: Lucas A.Turner 58201 Design Pressure: +60/-75 Created by Independent Third Party:Yes Other: Large Missile,73"x 62", DP= +60,-75 psf, Evaluation Reports Impact. FL7067 R4 AE DuPont SGP NOA 11-0624 02.0f FL7067 R4 AE EvaIReD CWS-399A(HS-8200, 73x62, 75DP,IMPACT).Ddf FL7067 R4 AE Mikron NOA 11-0830 09.odf de endent Third Party:Yes 7067.4 HS-8200 Vinyl Horizontal Slider HS-8200 Vinyl Horizontal Slider Impact w/Alum. MR. Im act Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL7067 R4 II CWS-186B(HS-8200,72x63. Approved for use outside HVHZ:Yes IMPACT).Ddf Impact Resistant:Yes Verified By: Lucas A.Turner 58201 Design Pressure: +60/-60 Created by Independent Third Party:Yes Other: Large Missile,72"x 63", DP= +/-60 psf,Al. Evaluation Reports FMR. FL7067 R4 AE DuPont PVB NOA 11-0624 01.odf FL7067 R4 AE EvaIReD CWS-1868(HS-8200, 72x63. IMPACT).Ddf FL7067 R4 AE Mikron NOR 11-0830 09.Ddf Created by Independent Third Pa :Yes h4://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvmjvMZSg3 9Jz... 8/9/2013 Florida Building Code Online Page 3 of 3 Back Next • tact Us::1940 North Monroe Street.Tallahassee FL 32399 phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2010 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395. *Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: http://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgvmjvMZSg39Jz... 8/9/2013 HORIZONTAL SLIDER ELEVATION (LARGE MISSLE IMPACT) PVC IMPACT REQUIREMENTS: 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE,CURRENT EDITION. - 2 GLAZING OPTIONS:(SEE SHEET 3) 73 1/4• MAX.OVERALL FLANGE WIDTH 3.APPROVED CONFIGURATIONS:"OX","XO" 4.DESIGN PRESSURE RATINGS: 72"MAX UNIT WIDTH -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300. A E -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST 6 7 PRESSURE AND GLASS TABLES ASTM E-1300. —— —— —— — 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6-7 FOR ANCHOR DETAIL WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 1 I 641/4• I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT REQUIRED.THE MAX. i IMPACT SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OVERALL 59 9/16• OPERATION OF THIS PRODUCT,BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO FLANGE � HURRICANE WINDS AND FLYING DEBRIS. HEI HT B HEIGHT 6 7.ALL FRAMES AND VENTS ARE FULLY WELDED.SMALL JOINT SEAM SEALER USED AT F I v I FIXED MEETING RAIL AND HEAD/SILL 63^ 7 I O I ,J[` I 8.REFERENCE TEST REPORTS:NCTL-210-3433-1,1A,2,2A MAX. UNIT HEIGHT 561/4" 9.SERIES/MODEL DESIGNATION HS-8200. GLASS DLO 10.1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 58 3/4" 11.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING:X=OPERABLE SASH,0= GLASS FIXED SASH DLO 12.SECTION CALLOUTS FROM O/X ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. I I I i 13.WEEP SLOTS 114"X 1"LOCATED V FROM BOTH ENDS D 8 32 3/16• 321/4' GLASS DLO GLASS DLO 351/2 H WIDTH DESIGN PRESSURE RATING B JUPDATED PER 2010 FBC 12/7/2011 ±60 LUCAS A.TURNER,FL P.E.58201 A UPDATED PER NEW FBC REQUIREMENTS 7/07/2008 t,0,p1mh11"'r p110REt.. !*i,. �� l?�� JVpy_v.......... E dV SF G1900 SW 44TH AVE. �Q2 moi. WaVDOWS&DOORS TABLE OF CONTENTS .� No 58201 �.�� OCAALA,FLORIDA 34474 GENERAL NOTES&ELEVATIONS..........................1 Lucas A.Tumor,P.E. 2011-12-07 11:30-05:00 z° '�' :�= TLE GENERAL NOTES&ELEVATIONS-IMPACT ANCHOR SCHEDULE&NOTES...............................2 9 STATE OF �+� SERIES: RAWN BY E.'1 0 46.21 8200 ADE 07/11/2011 DP CHARTS&GLAZING"OX""XO...........................3 ��T•F P = SECTION VIEWS&ALT.FRAME"OX" XO"............4 THE INFORMATION CONTAINEDPROPIN RIETARY DRAWING CONFIDENTIAL LE PROPERTY OFCUSTOM0,�jCii .......... O R 10. G` � DEL: GALE TS G. O.. CWS-166 EXTRUSIONS 8 BILL OF MATERIALS.....................5 WINDOW SYSTEMS,INC.ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE "t. /0 M-G�� PVC HORIZ.SLIDER REV.LETTER: HEET: INSTALLATION DETAIL.......................................6,7 WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS,INC.IS PROHIBITED. AtN111116% B 1 OF 7 12'MAX.O.C. '{ (Ty 8'PMAX �I A SEE NOTE2 MAX 8'MAX.O.C. SEE NOTE 6 mp) (Typ) (Typ) 6'MAX. I I (TYP) I I 17'MAX O.C. SWEEP LOCKS ONLY ENGAGEDSWEEP LOCKS ONLY ENGAGED (TYP) 8°MAX O.C. DURING HURRICANE DURING HURRICANE. LOCKS ARE LOCATED AT THE (TYP) LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME THIRD POINTS ALONG THE FRAME JAMB JAMB I O V I I O Y I INSTALLATION ANCHORS TYP. I IS INSTALLATION CB I ANCHORS'fl'P. C ANCHOR LAYOUT-(FIN) AN HOR LAYOUT- THRU NAILING FIN(WOOD OPENING) 7tlRFtFRi� OPENING) NOTES: 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHORS SAME AS HEAD. 2.SHIM AS REO'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. 3.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 4.3/16"DIA.ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/4"INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 1/2"SHALL BE ACHIEVED IN EITHER DIRECTION. 5.#10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 3/8"INTO 2 BY WOOD BUCK A MINIMUM EDGE DISTANCE OF 7/8"SHALL BE ACHIEVED IN EITHER DIRECTION. 6. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/2"INTO 2 BY WOOD BUCK FOR FIN INSTALLATION.A MINIMUM EDGE DISTANCE OF 1/4"SHALL BE ACHIEVED IN EITHER DIRECTION. 7.ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. B UPDATED PER 2010 FBC 1121712011 DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. LUCAS A.TURNER,FL P.E.58201 A JUPDATED PER NEW FBC REQUIREMENTS 7/07/2008 8.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL �",�,�� NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. ,��..%- RE►y T��, 9.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: ��PG:'�C ES V �- F•''.�'i� WWDONS&DOORS A.WOOD-MINIMUM SPECIFIC GRAVITY OF G=0.55(SOUTHERN PINE OR GREATER) B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. -j No 1900 SW 44TH AVE. C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,GRADE N,TYPE 1(OR GREATER). 7 ?*; * S OCALA,FLORIDA 34474 MV 10.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE /� °� '9; STATE OF ?wS TLE ANCHOR SCHEDULE&NOTES-IMPACT OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT :.0�••R 4u SERIES,8200 DRAWN BY ADE ATE. 07/11/2011 VERSION OF THE REFERENCE DOCUMENTS: THE wFDRNwnoN CONTAINED N THIS DRAWING C IS THE TL PROPERTY OF CUSTOM USTOM 1�i�S 1 O R I C P�\�, MODEL: SCALE G.NO. FMA/AAMA100(`INWINDOWS),FMA/AAMA 200(FLANGE(WINDOWS), WINDOW YSTEMS,INO�SORODUCOONINPARTOR .ISWHOLEWITHOUITHE �q�sf0�'„� �� PVCHORIZ.SLIDERREV.LFTTER: NBS H� CWOSF186 FMAAAIDMA 250 BOX WINDOWS),FMA/AAMAANDMA 300 EXTERIOR DOORS). 71W OVERALL 1/8"ANNEALED or TEMPERED 7/16"AIRSPACE 5/18"OVERALL 5/16'LAMI 1/8"ANNEALED GLASS 1/8"ANNEALED M DUPONT PVB INTERLAYER =DUPONT PVB INTERLAYER 1/8"ANNEALED GLASS 118"ANNEALED 36 PURFECT GLAZE-H- 38 PURFECT GLAZE"H' SIKAFL.EX 552 SIKAFLEX 552 16 13 GLASS SITE 12"GLASS SITE V GL � D D GLASS TYPE A GLASS TYPE B FULL SIZE FULL SIZE B JUPDATED PER 2010 FBC 1217/2011 LUCAS A.TURNER,FL P.E.58201 A JUPDATED PER NEW FBC REQUIREMENTS 7/07/200 Pp1OREbV G � ER[S 0p �GQZ�ir WINDOWS&DOORS t No 56201 :,?� 1800 SW 44TH AVE. 3*: OCALA,FLORIDA 34474 * TLE' Z� ?9'. sT.arE of ;�W: "XO"-"OX"DPCHARTS B GLAZING-IMPACT 0 (V; SERIES BZOO DRAWN BY ADE ATE' 07/11/2011 PROPRIETARY AND CONFIDENTIAL 12/7/11 " tC 4.0 R 1 r &N,,% MODEL SCALE. 3 NO. WINDOW STHE YSTEMS INCTION TANY REPRAINED IN ODUCTION DRAWING PART OR AS PROPERTY WHOLE WITHOUTF CUSTO THETHE 1";�S/pN,*, 0�l�`1� PVC HORIZ.SLIDER 1:1 (`'W`5-166 WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS,INC.IS PROHIBITED. �I�/11fill 110% REV.LETTER: B HEFT: 3 OF 7 INTERIOR as 7 9 a3 6 4 3 33 36 6 58 6 6' 6' 5 4 14 so 3 EXTERIOR 4 -----— ------------- � 5 � 53 SECTION VIEW B-B / C FRAME HOOK LOC. 1 I 59 1 I 1 5 38 38 FRAME SASH CLIP 1 / 13 / 1 EXTERIOR INTERIOR 1 IMPACT HOOK SPACING: TYPICAL VERTICAL SECTION 1)HEAD HOOKS: I A)6"FROM UNIT EDGE TO EDGE OF HOOK. NOTE:SHOWS FD(ED GLASS CUTAWAY B)A THIRD HOOK IS CENTERED IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 61314-. 36 C) INNER HOOK 3 7/0'FROM EDGE OF MTG RAIL. 2)SASH CATCH: 1 \ A)2-12"FROM SASH CORNER TO EDGE OF CATCH. \ B)A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH IS GREATER ` 10 THAN OR EQUAL TO 61314".SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 1/4". 53 9 n DETAIL C 6 U 0000 (HEAD IMPACT HOOKS) 60 4 B JUPDATED PER 2010 FBC 1121712011 2 LUCAS A.TURNER,FL P.E.58201 A JUPDATED PER NEW FBC REQUIREMENTS 7/07/200 6TE: ITEMS 27,34,39,40,41,48,1 11,,52 ARE USED BUT NOT SHOWN ��,,1WRE11'�Nk OR CLARITY. 4%V, .-*,GEA q'F GRy�' WuvD les -J: No 58201 ;�� 1900 SW 44TH AVE. SECTION VIEW A-A :*; ;*: OCALA,FLORIDA 34474 SECTION VIEW C-C * ;�: TI„e �9 STATE OF ;u: Ox•-xo"SECTION vEwS a ALT.FRAME-LARGE MISSLE IMPAC ALTERNATE FIN FRAME Z-X 1. SERIES DRAW R'{ ATE: PROPRIETARY AND CONFIDENTAL 12/7/11 i� �•F yti �� 62UD ADE 07/11/2011 THE INFORb1AT1ON COMAINED LN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM 10, i,'-C O R ,�',�'�N`� MODEL: CA E: G. O.: WINDOW SYSTEMS, INC. ANY REPRODUCTION SINPART ORTERS,INC.S WHOLE WITHOUT THE �';i,S�ONA��p�``� PVC HORIZ.SLIDER REV.LETTER: BS HEET: CWS-186 Item# Part# Description Vendor Material SASH CORNER ME CORNER 1 H4WI Main Fr.,SI{w ft..PJC,Head Akron P/C 31/8° 31/e° y 7 2 3116, CONSTRUCTION CONSTRUCTION - 2 K6031 Main Fr.,SH,w/Flg.,PVC,Sill Mtoon PVC 3 M031 Main Fr.,SH,w ft.,PJC,L Jb. M kran PVC 111 4 KMI Main Fr.,SI{w/Fig.,PVC,R.Jb. Akron PVC 2 54 1 Sia- s F+1838 Meat.Rat Fxd. Keymark Alum 2 11/16°rF93 6 1+1699 Reid.S.BAALSA Keymark Alun q L % 7 M027 Sash Most.Ret PJC Millman PVC p CORNER WELD CORNER WELD 8 K1497 Pehl.Sash MeeL Ral Keyrrark Alum 3 9116" (ALL SIDES) (ALL SIDES) 9 H6028 Sash Side Pet PVC Mixon PVCL PVC SASH MTG.RAIL-6027 10 51498 Renk.S.B.RIS.S.R Keymark Alum FIXED MEETING RAIL I I H-6004 Sash Top/Bat.Rag Mloon PVC PVC FRAME FLANGE-6031 518'--�--•1 8 SCREWED TOGETHEF WITH OUTERFRAME 12 S-6005 And Lift Mloon PJC 13 S-6058 Glz.Sd.,6/16 IamP,Hertz. Mtoon PJC 1 1!4' PVC FRAME FIN-6026 I�1 11r 'I 1/16° 14 S-6058 Glc.Bd.,6116 lame,Vert. kkoon PVC 7/16' 60 I 1116° AW 5 15 S-6063 Fixed Reg Cover Mkon PJC 9116" ALUM SASH MTG.RAIL-1497 16 5.6084 Gic Bd.,7/6 WMkon P/C ALU ROLLER TRACK-1778 I7 S-6013 Scrn.AdepL,w/Nb,PVC Muton PJC 15116• IB 5.8014 Sem.AtlepL,PVC Mgoon PJC 3116° 5 61 01 21 PL3804 Rolar,Tandem MB411 n PVC FIXED RAIL COVER-6063 22 FL3783 Spring Lock Impact,PJC Interlock ALUM FIXED RAIL-18W 1 9 23 P4069 Keeper,kryact,PJC Interlock L 24 P4479 Weep Cover w/Flap M&M Nylon 25 FL3559 #8 x 3!8 screw,From Impact Hook Fastenal Steel 5' 518• PVC SASH SIDE RAIL-6028 26 83429 Wetp.,0.270 x.187 back FInSeA Gray tArafab 15/165W 27 P46M 98 x 212 Ph Truss SMS Ajax Steel1 L 5 311631 • 314' 30 P4051 W 08 x 1114 Ph FH TEK,WhL Fastenal Steel " i►-1/4° PLAN VIEW ALUM SASH IMPACT HOOK-1556 � 10 32 FL3010 Bulb Vumylw/ Base,.350 High Fastenal Steel PVC ROLLT ER RACK 6005 r 33 FL3511 #8 x 518 Sgaure Pan Tek @ roger Fastenal Steel 3116. 718" 16 i 34 83342 Seam Sealer,SR&5504 Schnee S6cone w�F�--3' =; --{12'11- 35 FL3762 Cap Plug,11r Palo M&M Nikon l] PVC GLAZEBEAD-6064 ALUM S.S.RJS.S.R.-1498 36 1 Purfect Glaze"I-P,SgraFl3x 552 Henkel/Sea Silicone SCREW SUP.-3113 38 83352 Set Bk,85 Dur.,118"x 5Ar x 2"Lg. FrankLow a Rubber 39 PL3883 tS8200 Gold Cert.Lebec,NFRC Tab,knpact ASTMEDADE M&M Nylon #3,1,6, 40 FL3881 Temporary Lot.(WRCJDPI 7/8"1 0 3116' 8°41 FL3613 GINS UIL(logo) r �42 GLASS See Sheet 3 9%16' II Lkl�t"r,FlO 43 PA832 Sw eep Lack SuGivan ZIne LII 044 83118 Keeper,Sw eep Lock Sullivan ZInc ALUM GLAZE BEAD-1112 PVC SCREEN CATCH-6013 45 P4633 12'Barrel Fastener Fastenal Steel 5" 15/16. PVC SASH TOP/BTM RAIL-6004 46 FL3218 Screen Rene Agretal RoFamm 48 83321 Screen Frame Comer Key Abretal Wkm 7/8, 59 5116" 18 49 PL3581 Screen Cloth,18 x 16 Fberglass RUfer I 50 FL3225 Screen Spine,.155 DIn.,Sk Daps PLAN VIEW ALUM FRAME IMPACT HOOK-1577 PVC SCREEN SUPPORT-6014 51 83029 Screen FVg Tab Summit 52 FL3033 Screen Spring,SS turkey B UPDATED PER ZO10 FBC 12/7/2011 53 FL3541 #8 x 12'Quad PH TEK 2 Zinc,®frame Impact catch Fastenal steel 14 13LUCAS A.TURNER,FL P.E.56201 A UPDATED PER NEW FBC REQUIREMENTS 7/07/2008 54 H6026 Main Fr.,SH,w/Fin.,PVC Mgoon PVC 314" 6 ttgiNulpfl 55 83113 Screw Support,PJC Team Plastic Rubber `++++�PV GREW !*i,�, 56 S-1112 (iiackmg Beed Keyrmerk Alum PVC GLAZEBEAD-8056 15/16• 4w 0..'•��C E N$F G�2r'•r. - 1VOVD01V5&DOORS 57 5.1556 Sash Catch,PJC Impact Keymark Alum 1116• :J. ,t'A r 58 84958 Wstp.,0.420 x.187 back FinSeaL ma Grey Keyrrk Alum :�+ No 5=1 �� 1900 SW 44TH AVE. 59 S-1577 Frame Catch,PVC Impact Keymark Alum :#; OCALA,FLORIDA 34474 ALUM.SASH REINF.-1699 * TLE 60 5.1776 R bwTraek Keymark jAlunn EXTRUSIONS&B.O.M.-LARGE MISSILE IMPACT STATE OF l4✓�+, ERIES" DRAWN P.TE. y0�•. e �: 8200 ADE 07/11/2011 THE PRONFORMATION CONTAINED PRIETARY THIS DRAWING AIS THE EN OLE PROPERTY 12/7/11 %�R•. O(�1 r.t~•'•�=i�� DEL. SCALE. G.NO- OTE: ITEMS 19,28,37 ARE NOT USED IN THIS PRODUCT. �I SYSTEN TEMS ROWDUUC��gPARTON/SC.gPRO8 EID.FOUTTHE CUSTOM ��ri 11111110% �`+ PVCHORIZ.SLIDERREv.LErrER.1:6 HE�r. CWo186 LL ALUMINUM EXTRUSIONS ARE 6063-T6. CONCRETEIMASONRY 11/4'MIN EMBEDMENT 1/4•MAX SHIM BY OTHERS [C] on INSTALLATION ANCHOR,3118'DIA. 1 BY WOOD BUCK BOTTOM SWEEP LOCK ACITVATED ONLY �1 3/8"MIN EMBEDMENT MASONRY SCREW W/WASHER BY OTHERS(A) DURING HURRICANES. THRU SCREW SUPPORT[C] '•A 1!4•MAX SHIM 0►A► [BJ ► 715'.MIN EDGE DIST LL [Dl SEALANT BETWEENLf. BUCK AND OPENING - -BY OTHERS ►. INSTALLATION ANCHOR, 4 0 #10 WOOD ANCHOR W/ 212"MIN EDGE DIST.A•• •.•. WASHER THRU SCREW 2�MIN EDGE DIST (• CONCRETEIMASONRY (C) 0 SUPPORT[D] [C] I BY OTHERS a•e ,►, SEALANT BETWEEN 4•G tom. BUCK AND OPENING 11(4_MIN EMBEDMENT 0• o' • o' o o '•;o` SEALANT BEHIND FLANGE ,•�� BY OTHERS [Cl o� o,o� Tt BY INSTALLER PERIMETER SEALANT ~ o• o• • o• EXTERIOR FINISH J PERIMETER SEALANT BY INSTALLER .•• BY OTHERS BY INSTALLER EXTERIOR FINISH 2 BY WOOD BUCK 1 BY BUCK BY OTHERS BY OTHERS(A] EXTERIOR FINISH • 1 BY OTHERS[Al BY OTHERS B HORIZONTAL SECTION 8 CTION 6 FRAME(MASONRY) FRAME(WOOD) 1/4'MAX SHIM PERIMETER SEALANT [B] OTE:HEAD AND JAMB BYINSTALLER IMILAR FOR 2BY INSTALLATION. INSTALLATION ANCHOR,3718"DIA. INSTALLATION ANCHOR,3116-1 ILL INSTALLATION SAME AS SHOWN BELOW. MASONRY SCREW RE BACKED WASHER THRU SCREW SEALANT BEHIND FLANGE MASONRY SCREW w/WASHER BY INSTALLER THRU SCREW SUPPORT[C] SUPPORT[CJ SEALANT UNDER SCREW HEAD SEALANT BEHIND FLANGE BY INSTALLER BY INSTALLER 114"MAX SHIM PERIMETER SEALANT [BI BY INSTALLER INSTALLATION ANCHOR,3/18'DIA. EXTERIOR FINISH o• °D°' �e. °' s °. MASONRY SCREW NEOPRENE BY OTHERS D D• s ° D.s Clot.' .s 11/4'MIN EMBEDMENT wl BACKED WASHER THRU SCREW SUPPORT[C] D e D °• °• °D °' °• °D °- s D [C] SEALANT BEHIND FLANGE D• ° ° °D. s D D° D D BY INSTALLER NSTAER SCREW HEAD BY ILLER •D°D, ° D• °• °D °D. v D. s °• e °• ° PERIMETER SEALANT HIGH STRENGTH STRUCTURAL ° °D °D D e D e D D• e D• o REFERENCE NOTES: BY INSTALLER GROUT BY OTHERS I�-211 MIN EDGE DIST [A)SEE NOTE 10,SHT 1 CONCRETEIMASONRY [C) IS)SEE NOTE 20,BHT 2 1!4'MAX SHIM BY OTHERS D ALTERNATE PRECAST SILL DETAIL [C]SEE NOTE 4,SHT 2 EXTERIOR FINISH 181B FRAME(MASONRY) [D]5EE NOTE 5,BHT 2 BY OTHERS [E)SEE NOTE 6,BHT2 P�., .a •o s. 0% • SILL STOOL B UPDATED PER 2010 FBC 12/712011 o• >•e; �- ~BY OTHERS LUCAS A.TURNER,FL P.E.58201 A UPDATED PER NEW FBC REQUIREMENTS 7/07/2008 o• • .S�O,O, •o. o, ,o•o o. ,s•o.•n USE SOLID WOOD SUPPORT ,��►L e;u>•p• •••> . o O. • >>. • , TO MAKE SILL LEVEL, ��t1OREWREby�I'&, •�.o� �• o. �• o BY OTHERS. •.o.. •o, o. .o o. o. o• �JQ`o•vCEWS••• • O• O •O• •O• •-• O• O• `�J� �' �••��i WINDOWS S[DOORS >. • •o o: o••o 1 1/4"MIN EMBEDMENT .r No 58201 :-P i 1900 SW 44TH AVE. [C] * :*: OCALA,FLORIDA 34474 CONCRETEIMASONRY •F�--21/2_MIN EDGE DIST �.f T BY OTHERS [Cl P s r.a r E of ;W a INSTALLATION THRU FRAME DETAIL-LARGE MISSLE IMPAC wO� F �`� SFRIEE 8200 RAWt1E ADE PTE 07/11/2011 q VERTICAL SECTIONTHEINFORMATION PROPRIETARYANDCOPFlDENTWL 12/7/1[CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM �(C• QHYE�.1^•'�j�=� t�tODEL SCALE, G.NO.: 6 FRAME(MASONRY) WWINDOW SYSTEMS. IN.ANY REPRODUCTION CUSTOM WINDOW SIN PART OR IS WHOLE WIITHOUT THE '�i�"O� 1";��`� PVC HORIZ.SLIDER REVLETTER. NTS Ham: C B OF186 112 MIN EMBEDMENT SHEATHING (E] BY OTHERS EXTERIOR FINISH �` 1(4_MIN EDGE DIST BY OTHERS ��°•°� 2 BY WOOD BUCK °Ojpp BY OTHERS[AJ [El SEALANT BEHIND FIN 2 BY WOOD BUCK BYINSTALLER J o, BY OTHERS[A] 1/4"MAX SHIM IB] o° • INSTALLATION ANCHOR, WINDOW WRAP •"d 98 WOOD SCREW W/ BY INSTALLER WASHER[E] INSTALLATION ANCHOR, .d.4 #8 WOOD SCREW W/ PERIMETER SEALANTWASHER(E] BY INSTALLER °O L1/4"MIN EDGE DIST IE7 1/4"MAX SHIM 110"MIN EMBEDMENT l81 Iq .L— rul SHEATHING BY OTHERS d•4•e•° A! a q' j U EXTERIOR FINISH cr. $ °° °•• •ob, BY OTHERS \\\ SEALANT BEHIND FIN `—PERIMETER SEALANT BYINSTALLER BYINSTALLER WINDOW WRAP BY INSTALLER F HORIZONTAL SECTION 1/4"MAX SHIM 7 FIN(WOOD) IBI REFERENCE NOTES: In] FrjL— 1!4 MIN EDGE DIST [A]SEE NOTE 10,SHT 1 PERIMETER SEALANT { (B]SEE NOTE 283,BHT 2 BY INSTALLER °b$A [C]SEE NOTE 4,BHT 2 IDISEE NOTE 5,SHIT 2 [E]SEE NOTE 8,SHT 2 WINDOW WRAP 2 BY WOOD BUCK B UPDATED PER 2010 FBC 12R/2011 BYINSTALLER °g BY OTHERS(AJ LUCAS A.TURNER,FL P.E.58201 A UPDATED PER NEW FBC REQUIREMENTS 7/07/2008 .°o• LA BSTALLATION ANCHOR, Y INS ALUHRIND FIN ,orb o• WOOD SCREW W/WASHER EXTERIOR FINISH .� •,f--:i V._WINDOWS&DOORS BY OTHERS No 58201 1900 SW 44TH AVE. 112"MIN EMBEDMENT *: :*: OCALA,FLORIDA 34474 SHEATHING IE1 y C v # = T INSTALLATION DETAIL FIN CONST.-LARGE MISSLE IMPACT BY OTHERS /'� 9 3 TA I L OF :'u E VERTICAL SECTION �.Q�,••�, P• =(t/ ERIE`,;6200 SCALE.5Y hTE: vROPRIETARrAND CONFIDENTIAL 12/7/11 ., �. j o�.� � � ADE 07/11/2011 7 FIN(WOOD) THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM �I is••'••....••••�� DEL: SCALE: NTS G.NO.: WINDOW YSTE S.INC. ANY R PRODUCOONINPART OR ASA WHOLE WIT OUT THE ,'�A�IS'jt� 1Aj11 ```, PVC HORIZ.SLIDER FEV LETTER. B HEET. CWS-186 Florida Building Code Online Page 1 of 2 3 ME �orida Depaq T ntof SCIS Home Log In I User Registration Hot Topics Submit Surcharge j Stats&Facts f Publications FBC Staff i OSOS Site Map Links Search Busines (� ProfeSsifl�) L; Product Approval USER:Public User Regulation Product Approval Menu>Product or Application Search>Application ust>Application Detail ,- FL# FL16177 Application Type New Code Version Application Status Approved Comments Archived 171 Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext 207 mlafevre@cws.cc Authorized Signature Michael LaFevre mlafevre@cws.cc Technical Representative Brian Terrace Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Cal Ledy Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 cledy@cws.cc Category Windows Subcategory Single Hun Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 77 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who Lucas A.Turner developed the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 05/17/2016 Validated By Steven M.Urich, PE Validation Checklist-Hardcopy Received Certificate of Independence FL16177 RO COI EvalReo CWS-812A(SH-8100 Impact 53x63 INoSillAnch)gdf Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA/101/I.S.2/A440-08 2008 ASTM E 1300-04 2004 ASTM E1886-05 2005 http://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10y8... 8/9/2013 Florida Building Code Online Page 2 of 2 f t ASTM E1996-06 2006 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 01/31/2013 Date Validated 02/18/2013 Date Pending FBC Approval 02/26/2013 Date Approved 04/09/2013 Summary of Products FL# 11MIodel,Number or Name Description 16 .1 SH-8100 PVC Single Hun SH-8100 PVC Single Hung Impact Resistant window. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16177 RO II CWS-812A(SH-8100.Impact.53x63. Approved for use outside HVHZ:Yes NOSiilAnch).odf Impact Resistant:Yes Verified By: Lucas A.Turner 58201 Design Pressure: +70/-70 Created by Independent Third Party:Yes Other:SH-8100 PVC Impact,Max. FI.size 35,no sill Evaluation Reports anchors required.Safety glazing required on outer lite FL16177 RQ AE DuPont PVB NOA 11-0624 01.pdf above 30 ft. in HVHZ. FL16177 RO AE EvalRep CWS-812A(SH-8100. Impact, 53x63, NOSiIIAnch).Ddf FL16177 RO AE Mlkron NOA 11-0830 09.odf Created by Independent Third Party:Yes Back Next Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:8SO-487-1824 The State of Florida is an WEED employer.Coovriaht 2007-2010 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your a-mall address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395. 'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The smalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: M ME FOR E Fl"Clirt Att.TRiCs http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh l 0y8... 8/9/2013 SINGLE HUNG ELEVATION(LARGE MISSILE IMPACT) PVC IMPACT REQUIREMENT: 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE,CURRENT EDITION. 531/8' MAX OVERALL 2.GLAZING OPTIONS:(SEE SHEET 3) FLANGE WIDTH 3.CONFIGURATIONS:"O/X". 517/8'MAX.UNIT WIDTH -IMPACT: PVB SASH/IMPACT HOOK 4711/16'GLASS DLO 4.DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 63• 1 I 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE MAX 1 I DESIGN OF THIS PRODUCT.SEE SHEETS 6&7 FOR INSTALLATION DETAIL OVERALL WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR FLANGE CALCULATIONS. HEIGHT 26 13/16" e O GLASS 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. DLO 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT I- 61314• I I 6 USED AT FIXED MEETING RAIL AND JAMB. MAX UNIT B.SERIES/MODEL DESIGNATION SH-8100. HT. F —t 9.1X OR 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED I I TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.BUCK AND FRAMING IS 303116- I I 26 7/8' RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. GLASS SASH 10.THE DESIGNATION X AND O STAND FOR THE FOLLOWING:X=OPERABLE HEIGHT I DLO X SASH,0=FIXED SASH 11.SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL L A ELEVATIONS IN A SIMILAR LOCATION. 8 8 451/16' GLASS DLO 48 3/8' MAX.SASH WIDTH LUCAS A.TURNER.FL P.E.,58201 A RECONFIGURED 9/2012 10/18/12 DESIGN PRESSURE RATING `p00111181"t *70 PSF w..``5 P�O�.' wwwwVP -�C E AI S . WINDOWS&DOORS TABLE OF CONTENTS No 58201 ��1�: 1900 SW 44TH AVE. GENERAL NOTES&ELEVATIONS.....1 :t * ;1t CALA,FLORIDA 34474 ANCHOR SCHEDULE&NOTES..........2 Lucas Tumer p: L 0 ITLE:GENERAL NOTES&ELEVATIONS-LARGE MISSILE IMPACT GLAZING DETAIL................................3 -.9; STATE OF • U RAWN q 2013-01-03 13:40-05:00 �� 0- R �It/w 8100 BY: 06/18/2012 SECTION VIEWS..................................4 A,.=2 RIETARYAND INSTALLATION DETAIL........................ ,7 THE INFORMATION CONTAINED IN THSRAWING IS,THE SOME PROPERTY OFF/3/2013 '0# ��F3• O R 10.• ,V�`�` oDEL PVC SINGLE HUNG caLE: NTS wc. o.:CWS-812 WRITTEN SYSTEMS, ESTE PERMISSION OF OUSINC.ANY T PRODUCTION IN PART OR WINDOW SYSTEMS,INCA.IS WHOLE WIT OUT THE %; JONA-S, EV.LETTER: A HEET: IOF7 8'MAX. MAX17' /01 SEE NOTE 2 MAI 6"MAX. / I I I O I I INSTALLATION J4B ANCHORS(TYP) tD 12• MAX O.C. SPACING(TYP.) IjiB NOTES: NO ANCHORS REQUIRED IN SILLA 1.INSTALL ONE ANCHOR AT EACH LOCATION AS SHOWN. NO ANCHORS REQUIRED IN SILL. 2.SHIM AS REQ'O AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4"FOR MASONRY OR ANCHOR LAYOUT-(EQUAL SPLIT) WOOD,AND 1/8"FOR METAL. USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. FLANGE INSTALLATION THRU FRAME 3.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 4.3/16"DIA.ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/4"INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY.A MINIMUM EDGE DISTANCE OF 212",IN ANY DIRECTION,SHALL BE ACHIEVED. 5.910 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 3/8"INTO 2 BY WOOD BUCK.A MINIMUM EDGE DISTANCE OF 7/8'SHALL BE ACHIEVED IN ANY DIRECTION. 6.#10-161TW TEKS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS. 7.ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. 8.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. LUCAS A.TURNER,FL P.E.,58201 A RECONFIGURED 9/2012 10/18'/12 9.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: ,,0,11111111111"G=0.55 �i A.WOOD-MINIMUM SPECIFIC GRAVITY OF G .55(SOUTHERN PINE OR GREATER) ��% PplORE B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3192 PSI. ��p°;:'�C E NS••G,Q iy C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,GRADE N,TYPE 1(OR GREATER). JJU; D.ALUMINUM-1B"THICK MIN.,6063 T5 MIN. v No 58201 ;-PIS 1900 SW 44TH AVE. E.STEEL-.060"THICK MIN.,33 KSI MIN. * # k CALA,FLORIDA 34474 10.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE ^'D ;tt ITLE'ANCHOR SCHEDULE 8 NOTES-LARGE MISSILE IMPACT CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS �� /18/2012 y13 STATE OF :�� q FMA/AAMA 200(FLANGE WINDOWS), THE INFORMATION CONTAINED IN Tl-US DRAWING IS THE8100 BAT FMAIAAMA 100(FIN WINDOWS). PROPRIETARY AND SOLE PROPERTY OF USOTOM ,��O�S,'��R��P •` 0DEL: PVC SINGLE HUNG CALE' NTS WG. O6 CWS-812 FMAWTHE FMA/AADMA 250(BOX MAANDMA 3DO(EXTERIOR DOORS). WRITTEN PERI.uNDOWS), WINDOW �o OF CUSINC.ANY TOM WINDOW STION YISTEMS,IPART NciS PRow�BITED WITHOUT , EV.LETTER: A HEET: 20F7 7/8"OVERALL 7/8'OVERALL 1/8"ANNEALED OR TEMPERED 118"ANNEALED OR TEMPERED 7/16'AIRSPACE 7/16'AIRSPACE 5/16"LAMINATED 5/16"LAMINATED 118'ANNEALED 1/6"ANNEALED .000"DUPONT PVB INTERLAYER .090"DUPONT PV8INTERLAYER 1/8"ANNEALED 1/8"ANNEALED 4 SIKAFLEX 552 OR PURFECT GLAZE"H" FLEX 552 OR PURFECT GLAZE"H' 14 jkl12" 1/2'GLASS BITE SS BITE FIXED LITE(EQUAL SPLIT) fiE� LUCAS A.TURNER,FL P.E.,58201 A RECONFIGURED 9/2012 10/18/12 l�l.11/IJ1/JJJ P,AORE W ��JGP`?.�jG E A!3F G�Q�rrr WWDOWS&DOORS No 58201 rlr. 1900 SW 44TH AVE. *: * CALA,FLORIDA 34474 TL :GLAZING DEATAIL-LARGE MISSILE IMPACT is ', STATE OF .41J�w' SERIES: PAWNATE: �.'0,�•,,o p,.:?�� 8100 BAT 06/18/2012 THE INFORMATION CONTAINED IN THIS DRAWING IS THPROPRIETARY AND E SOLE PROPERTY OF CUSDTOM rrr��s `"O....."lj2 ,' MODEL: PVC SINGLE HUNG CALE: NTS G. O.:CWS4112 WINDOW SYSTEMS.INC.ANY REPRODUCTION IN PART OR AS A WHO WRITTEN PERMISSION O CF USTOM WINDOW SYSTEMS,INC.IS B TED O� EV.LETTER: SHEET: THE ,,IJSION11sis ` A 3 OF 7 3 INTERIOR 1 13 3 4 53 O 0 � 1 14 EXTERIOR48 3 54 33 1 B 1 54 19 EXTERIOR INTERIOR 3 4 1 34 39 6 SECTION B-B 14 NOTE LEFT SIDE SHOWS FIXED LITE CUTAWAY, RIGHT SIDE SHOWS SASH CUTAWAY 9 40 8 6 16 53 48 10 NOTES: ITEMS 20,25,26,36,37,44,51,52, t6 55,56,64,67,68 ARE USED BUT NOT SHOWN 6 FOR CLARITY. 66 36 34 1/4° 18 2 6 30 3 O LUCAS A.TURNER,FL P.E..58201 A RECONFIGURED 9/2012 10/18/12 3 4 ``,S11114101JI,4FAll Ao SECTION A-A ��**. P...........A. rLt��. (EQUAL SPLIT) ;��GP:yl Sic',��G-0� wOVDOWS&DOORS v No 58201 :-P% 1900 SW 44TH AVE. ?* * I*= OCALA,;*=O FLORIDA 34474 a2 ;a` TLE: SECTION VIEWS,EQUAL SPLIT,LARGE MISSILE IMPACT �7 rL �90.� STATE OF :�<u SERIES: AT �� n. o q �. 8100 BAT 06!18/2012 THE INFORMATION CONTAINED IN THIS DRAWING IPROPMETARYAND S(THEE SOLE PROPERTY OF CUSDTOM +��P�C..........Q\��, oDEL: PVC SINGLE HUNG CRLE: NTS G. O.:CWS-812 WINDOWWRITTEN PERMISSSYSTEMSION O CF USINC.ANY T OM WINDOW SYSTEMS,INC.IS OHIBITED.PR DUCTION IN PART OR AS A WHOLE OUT THE '�/�S fto ONA s� ��, EV.LETTER: p HEFT: 4OF7 3 718° FRAME CORNER Item# Parts Description Vendor Material 23116• 1 15/18'j FF 1 CONSTRUCTION 1 H-6031 Main Fr.,SH,w/Flg.,PVC,Heed Mikron Vinyl 1/16° 1/16' r ♦ 2 H-6031 Main Fr.,SH,w/Mg.,PVC,Sill Mikron Vinyl 1 e 1/18° 3 H-6031 Main Fr.,SH,w/Flg.,PVC,L Jb. Mikron Vinyl 2 t 5/8• 4 H-6031 Main Fr.,SH,w/Mg.,PVC,R.Jb. Mikron Vinyl 2 5/4, 3 1 5/8. 10 6 S-1577 ImpactHook Kaymork Alum 4 8 H-6027 Sash Meet Rail,PVC Mikron Vinyl pto U 9 H-1497 Reinf.Sash Meet Rail Keymark Plum 10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl PVC SASH MTG.RAIL-6027 PVC SASH BTM.RAIL-M8 CORNER WELD(ALL SIDES) 12 H-6004 Sash SideRbpBot Rail Mikron Vinyl PVC FRAME FLANGE-6031 13 S-1498 Reinf.S.B.RJS.S.R r 1116" 14 53064 Giz Bd.,7/8",Fxd.,Horiz Mikron Vinyl 60) q4 15 53084 Cbz Bd.,7/8",Fxd.,Vert Mikron Vinyl 1/18' 7/8" 16 53064 Glz Bd.,7/8,Sash,Horiz Mikron Vinyl 1 17 S-6064 Glz Bd.,7/8",Sash,Vert Mikron Vinyl 1 18 S-6013 Scm.Adept,w/Nib,PVC,Horiz Mikron Vinyl 314" is/a. 15118'�1 19 S-6014 Scm.Adapt,PVC,Vert Mikron Vinyl 3 2 1/8° 9� PVC SASH STOP4=5 20 53029 Sash Stop/Filler,PVC,Vert Mikron Vinyl 0 23 H-1699 Reinforcement,SBR Keymark Alum 15/18' 1116" I 4 13 PHI 11 24 P-2190 Balance BSI L I�.--.1 12" PVC SASH SIDEIL-6004 1/16° SCREDIAM'ED TG RAIL OGETHER 25 P3059 Sash Cam,PVC BSI Plastic REINF,S.B.R.-1699 26 P-3046 Take Out Clip BSI SS ALUM 6063-T6 WITH OUTER FRAME 27 P3783 Lock,Impact PVC Interlock ALUM.FIXED RAIL-1838 REINF.S. -T6-1488 ALUM 8063-T6 ALUMM 606 6063-T6 28 P-4069 Keeper,Impact,PVC Interlock Zemac 30 P-3215 Weep Co%erw/Flap Corer Plastic 32 P3429 Wstp.,0270 x.187 back FnSeal,Gray Ultrafab 33 P-3429 Watp.,0.270 x.187 back FnSeal,Gray Ultratab5/18" --}-5/6" 34 P-3429 Wstp.,0270 x.187 back FnSeal,Gray Ultrafab 19 1 15/16" I I 9 35 P3429 Wstp.,0.270 x.187 back FnSeal,Gray Ultrafab 1 1/8"-{ 36 P3429 Wstp.,0.270 x.187 back FnSeal,Gray Ultrafab 1° 1/16" 37 P-4638 #8 x2-12 PH Mod.Trues,Type A TEK 2 Fastanal Steel - 1/16° 'I 1/16° {� -9116• }_ 36 P-3768 #8 x0.625 Ph PH SMS Hub City Steel PVC SCREEN SUPPORT-6014 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 REINF.SASH MTG.RAIL-1497 39 P-4051 W #8 x 1250 Ph FH TEK Wht Hub City Steel ALUM 6063-T6 40 P-4264W #8 x3/4 FH PH w/#6 Head,TEK,Wht Hub City Steel g 44 P3342 Seam Sealer,SM-5504 Schnee 1►-t/4° 45 P-3752 Cap Plug,12'Hole M&M on 03116, 47P3438 Stkatlex552 or Purfact Glaze"H' Sika/Henkel O �-07(• 48 P3352 Sat Blk.,85 Dur.,1/8"x5/8"x2"Lg. F.Lowe Rubber T 0 51 P3881 Temporary Lbl.(NFRC/DP) 71e r 141 161 r 3" .I !Of-12" 52 P-3613 CWS Lbl.Pogo) Pro Label 53 Sash See Glazing Chart(pg.3 1/18'�----i{{{I��I-- �5°� 54 Foard Sea Gazing Chart pg.3) e. PVC GLAZING BEAD-8064 56 P-3281 Spacer Dumseal 716° SCREW SUPPORT-3113 62 P-3218 Screen Frame,Horlz Allmetal Alum I 63 P-3216 Screen Frame,Vert. Allmetal Alum 75/16° LUCAS A.TURNER,FL P.E..58201 64 P3321 Screen Frame Comer Key ABmetal Moore A RECONFIGURED 8/2012 10/18/12 IMPACT HOOK-1577 7/8" 66 P 3228 Screen Spline,.P-3581 Screen Cloth, 8155 Dia.x 16 ,Blk.ss BeD P e FiberglassVViALUM 8063 TB 9/� DRE W "I J 67 P-3029 Screen Pull Tab Summit Alum unG�/l?J 68 0Screen Spring, —W.—Ta—eon --14--t/1g° 70 P3113 Screw Support for PVC T.Plastics Nylon v No 58201 t-Py 1900 SW 44TH AVE. 71 H-1836 Alum.Fxed Rail Keymark Alum REINFORCEMENT. 8063-TBIMPACT HOOK-1112 ,a. } *. CALA,FLORIDA 34474 ALU72 S-6063 Conor,Fixed Rail Mikron Vinyl y ^v :rt L I LE:EXTRUSIONS/B.O.M.-LARGE MISSILE IMPACT 73 S-1112 Reinforcemant Impact Hook Keymark Alum `� .yy., STATE OF ,4UI 74 P-3541 #8x12",Pan Head,TEK FMO Stool Steel PROPRIETARY AND CONFIDENTYLL 1/32013 ~y"�� cC O?:�N2 � 8100 'BAT ATE_ 0611812012 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM ��S °•°G.R�'' ♦�� MODEL, PVC SINGLE HUNG CALE: �.S G. O.:CWS-812 NOTE: ITEMS 5NOT USED ON THIS PRODUCT'S5,57 61 ARE WINDOW SYSTEMS,INC. OANY REPRODUCTION IN PART F CUSTOM WINDOWS STEMS,INC. WHOLE WIT.OUT THE ,r��S+0NA.{+ ��` EV.LETTER: A HEET: SOF7 INTERIOR FINISH 1114°MIN.EMBEDMENT 1318"MIN.EMBEDMENT BY OTHERS [C] [pl INTERIOR FINISH INTERIOR FINISH ,., ,•,• •• BY OTHERS SEALANT BETWEEN BUCK BY OTHERS CONCRETE/MASONRY :•y;. v`,•+•. •'��.;ti AND OPENING BY OTHERS BY OTHERS .•,•.,.•t IBI• 'SHIM I8�•MAX SHIM INSTALLATION ANCHOR,3118"DIA. °'° 2112° MASONRY SCREW wWWASHER . ° PI MIN.EDGE DIST. (MIN EDGE DIST.) THRU SCREW SUPPORT ° �) Icj 1C1 CONCRETEMIASONRY �•>, �•n, t.• ;' �� BY OTHERS t•. n• :{ ° (MIN EMBEDMENT)ICI .• ° kJA, °.•.• EXTERIOR FINISH -' ° 0 INSTALLATION ANCHOR, BY OTHERS 1 BY BUCK 2lir 'A•A ° #10 WOOD ANCHOR BY OTHERS (MIN EDGE DIST.) ° WANTEGRATED WASHER [C] . °'A►THRU SCREW SUPPORT PERIMETER SEALANT IAI •e _° [D] BYINSTALLER 1/4"MAX SHIM °,. •�•y>y.1.,•,v SEALANT BEHIND FLANGE [BI •:+'`t JPMB NDOW FRAME t�J%�': : �•ti B BY WOOD BUCK BYINSTALLER 1 BY WOOD BUCK [A] BY OTHERS SEALANT BEHIND FLANGE SEALANT BEHIND FLANGE IA] BYINSTALLER BY INSTALLER SEALANT BETWEEN EY OFI IMESEALANT PERIMETER SEALANT BY OTHERS BUCK AND OPENING WINDOW FRAME BY TFR HEAD Y ALLER BYINSTALLER INSTALLATION ANCHOR,3/18-DIA. EXTERIOR FINISH MASONRY SCREW w/WASHER HORIZONTAL SECTION BY OTHERS THRU SCREW SUPPORT T FRAME(MASONRY) [C] HORIZONTAL SECTION 6 FRAME(WOOD) WINDOW FRAME CONTINUOUS DOUBLE 3/16°BEADS OF TREMGLAZE U1600 SEALANT SILL OR EQUIVALENT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER. SEALANT BEHINDF GE BYINSTALLER W 1/4°MAX SHIM WINDOW FRAME SILL PERIMETER SEALANT IBI BYINSTALLER t+ REFERENCE NOTES: EXTERIOR FINISHD °. e• e• e o D [A]SEE NOTE 9,BHT 1 BY OTHERS °D. o D•e D. o D.e [C]SEE NOTE I SEE NOTE 284,SHT 2 CONTINUOUS DOUBLE 3/16"BEADS OF ° D o D t.D ° ID]SEE NOTE 5,BHT 2 SEALANT BEHIND FLANGE 9 TREMGIAZE U1600 SEALANT AROUND D ° D o a o D o' D °• o D BYINSTALLER _ PERIMETER AT ALL INDICATED POINTS D• e �e• °D. BETWEEN FRAME AND BUCK BY INSTALLER. e D e D• o• •D PERIMETER SEALANT BYINSTALLER 1/4'MAX SHIM o e D D e D o D D. s D• s EXTERIOR FINISH �IBI BY OTHERS ., CONCRETEMIASONRY •o o- —� LUCAS A.TURNER,FL P.E.,58201 q RECONFIGURED 9/2012 10/1 8/12 SILL STOOL BY OTHERS a• o•• •��oPa: ••°'• r..',o•n• s. .s•o. BY OTHERS ALTERNATE PRECAST SILL DETAIL �P�1 Pp1OREby ':u• • •••s • P o.. • s e. •• \`USE SOLID WOOD 8 FRAME(MASONRY) �� 9 •C E!d G�JJJ s: .o.s•. s. s o'..o• s••s SUPPORT TO MAKE �G, V F •�L�� WWDOWS&DOORS r.: o. =, � >• �: o. SILL LEVEL BY OTHERS �y. roo58201 •!; :> s.: •->: :•>• s...r. 1900 SW 44TH AVE. CALA,FLORIDA 34474 CONCRETE/MASONRY ^'dam ;D, _ BY OTHERS S 9: STATE OF ,4fj TITLE:TAL TI D AIL THRU F MI A IMPA HIGH STRENG � �� ,'OAF O R 1 P 0�� ODEL:8700 GALE: BAT G.N06/18/2012 PROPRIETARY AND CONFIDENTIAL 1/3/2013 �i C 9,.% THE STRUCTU A VERTICAL SECTION THE INFORMATION CONTAINED IN THS DRAWING IS THE SOLE PROPERTY OF CUSTOM Jl SS/ •••ECJ,�� PVC SINGLE HUNG NTS CWS-812 GROUT OTHERS g FRAME(MASONRY) WRITTEN PESRNIISSIO OF CUSTOM VNNDOW SYSTEMS,INC Is OFOgB TED.O� tlt/l�N j�'�1�°��° EV.LETTER: A HEET: 6 OF 7 t 1/8'MAX SHIM INSTALLATION ANCHOR, (p1 S10 SCREW (Dl [C] PERIMETER SEALANT BYINSTALLER r 1/8"MAX SHIM Q SEALANT BEHIND FLANGE BYINSTALLER WINDOW FRAME WINDOW FRAME HEAD PERIMETER SEALANT JAMB INSTALLATION ANCHOR, BYINSTALLER S10 SCREW IC] SEALANT BEHIND FLANGE BYINSTALLER HORIZONTAL SECTION 7 WINDOW FRAME SILL REFERENCE NOTES: CONTINUOUS DOUBLE 3/16'BEADS OF TREMGLAZE U16M SEALANT OR EQUIVALENT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN (A]SEE NOTE 9,BHT 1 FRAME AND BUCK BY INSTALLER. IS]SEE NOTE 283,BHT 2 [C]SEE NOTE 6,BHT 2 [o]SEE NOTE 9,BHT 2 SEALANT BEHIND FLANGE r 1/8"MAX.SHIM BYINSTALLER 7 PERIMETER SEALANT BY INSTALLER ID] LUCAS A.TURNER,FL P.E.,58201 A RECONFIGURED 9/2012 10/18/12 ! p140REW TG�� TVERTICAL SECTION 2JGP SF•.Q2�i � 8 DOORS v_ No 58201 1900 SW 44TH AVE, ♦; * ;*s CALA,FLORIDA 34474 z TITLE: A NDE AIL THR F I IMPACT "9', STATE OF .�+ ��,p•.,c p:2�� 8100 BAT ATE: 06/18/2012 PROPRIETARY AND COWIDENrAL 1/3/2013 �''. O R 1 G;.•' �� MODEL CALE: WG,NO,: THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOMWWINDOW RITTEN SYSTEMS. STESSS.IN REPRODUCTION PART INAS IS PROHIBITED.WHOLWITHOUT THE '',�/S/I/�NA,; O`, PVC EEEJEV.LETTER A SHEET: 7 F 12 Florida Building Code Online Page 1 of 2 e. m ti Deproof BaS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications ', MC Staff SCIS Site Map Links i Search arm Busines Professi I Product Approval USER:Public User Regulation Product Aoprovai Menu>product or Application Search> i a' I ion detail FL# FL6890-R4 Application Type Revision Code Version 2010 Application Status Approved Comments Archived L- Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext 207 mlafevre@cws.cc Authorized Signature Michael La Fevre mlafevre@cws.cc Technical Representative Brian Tenace Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Jeff Thompson Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352) 368-6922 Ext 221 jthompson@cws.cc Category aauation Subcategory Compliance Method eport from a Florida Registered Architect or a Licensed Florida Professional Engineer r Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who Lucas A.Turner developed the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 03/01/2014 Validated By Steven M.Urich,PE Validation Checklist-Hardcopy Received Certificate of Independence FLb890 R4 COI EvalRep CWS-1618(CA-8400.IMPACT Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA/101/I.S.2/A440-05 2005 ASTM E 1300-04 2004 ASTM E1886-02 2002 ASTM E1996-02 2002 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9nY... 8/9/2013 Florida,Building Code Online Page 2 of 2 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/12/2011 Date Validated 12/13/2011 Date Pending FBC Approval 12/20/2011 Date Approved 01/31/2012 Summary of Products FL# Model,Number or Name Description 68 8400 Vinyl Casement 8400 Vinyl Fig/Fin Casement. Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL6890 R4 II CWS-1618(CA-8400.IMPACT).odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +67.5/-67.5 Evaluation Reports Other:8400 Vinyl Casement,Large Missile,DP=+/- FL6890 R4 AE DuPont PVB NOA 11-0624 01.Ddf 67.5 psf, Max.size 37"x 72". 171,6890 R4 AE Evailkep CWS-161B(CA-8400, IMPACT).odf FL6890 R4 AE Mikron NOA 11-0830 09.Ddf Created by Independent Third Party:Yes 8400 Vinyl Casement Impact CA-8400 Vinyl Flg/Fin Casement. Window Limits of Use Installation Instru Approved for use in HVHZ:Yes 5 240A(CA-8400,4 x 63 Approved for use outside HVHZ:Yes IMPACT)_pdf Impact Resistant:Yes Verified By: Lucas A.Turner 58201 Design Pressure:+75/-75 Created by Independent Third Party:Yes Other: Large Missile,40"x 63", DP= +/-75 psf, Evaluation Reports (Impact w/heat strengthened glass, PVB). FL6890 R4 AE DuPont PVB NOA 11-0624 01.Ddf FL6890 R4 AE EvalReo CWS-240A(CA-8400.40 x 63. IMPACT).Ddf FL6890 R4 AE Mikron NOA 11-0830_09.pdf Created by Independent Third Party:Yes Back Next Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an WEED employer.Coovriaht 2007-2010 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395. *Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However emall addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: KI FINN rg;-q E sm-urit aan:rm�cs http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9nY... 8/9/2013 CASEMENT ELEVATION (LARGE MISSILE IMPACT) PVC IMPACT REQUIREMENT' (SHOWN W/DIFFERENT OPTIONS) 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE,CURRENT EDITION. 2.GLAZING DETAILS:(SEE SHEET 3) 381/4" 3.CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR RIGHT. MAX.OVERALL FLANGE WIDTH 4.DESIGN PRESSURE RATINGS. 3 38 1/q' -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES UNIT WIDTH MAX.OVERALL FLANGE WIDTH ASTM E-1300 35" 3T -POSITIVE DESIGN LOADS BASED ON TEST PRESSURE,WATER INFILTRATION TEST MAl(.SASH WIDTH UNIT WIDTH PRESSURES AND GLASS TABLES ASTM E-1300 MAX SASH WIDTH 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN — — ——— FACTOOF IS PRODUCT.SEE R Cd=1..6 WAS USED FORS6-7 FOR INSTALLATION DETAIL WIND LOAD DURATION WOOD ANCHOR CALCULATIONS. e I i I B I a I 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT REQUIRED. 8 7.ALL FRAMES AND VENTS FULLY WELDED. 7I 64 1/4" I \ I 8.REFERENCE TEST REPORTS:NCTL-210-3673-1,1A,2,2A,NCTL 210-3674-1,1 A,2,2A 731/4. MAX I OVERA I I 9.SERIESIMODEL DESIGNATION CA-8400. OVERA FLANGE I \ I H�GHT HEIGHT I I 10.1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO i I % I PROPERLY TRANSFER ALL LOADS TO STRUCTURE,BUCK OR FRAMING IS THE " S5 12• 5812° RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. UNIT GLASS DLO UNITHEIGI I GLASS DLO 11.THE DESIGNATION X STAND FOR THE FOLLOWING:X=OPERABLE SASH HEIGHT I a / I G 8MM MAX. a 70" I SASH I / SASH \ HEIGHT HEIGHT a I I 30112 GLASS DLO E A D RIGHT HINGED-SHOWN 7 6 6 LEFT HINGED-OPPOSITE GLASS DLO LEFT HINGED-SHOWN RIGHT HINGED-OPPOSITE DESIGN PRESSURE RATIN ±67.5 B UPDATED PER 2010 FBC 12/5/2011 LUCAS A.TURNER,FL P.E.58201 A JUPDATE TO FBC CHANGES 03/17/2008 aaaaaaNpREw 4�CENSFG�Zii ` RS �." No 58201 ';��: 1900 SW 44TH AVE. TABLE OF CONTENTS * * OCALA,FLORIDA 34474 GENERAL NOTES&ELEVATIONS........................1 Lucas A Tumor,P.E. 2011-12-07 10:20-05:00 o; D `TITLE: GENERAL NOTES&ELEVATIONS-LARGE MISSILE IMPACT ANCHOR SCHEDULE&NOTES.............................2 %9'. STATE OF ;Lo: GLAZING DETAILS.................................................3 Z O _�: I S' 8400BY: ADE 5/5/2007 PROPRIETARYANDCOWDENTYU. I?.IO�IIIl �i�(C•'c<OR\®¢'� �, SECTION VIEW&ALT.FRAME..............................4 THE INFORMATION CONTAINED IN THIS DRAWINOIS THE SOLE PROPERTY OF CUSTOM '��S�'........ �j a�aMODEL CASEMENT ° NTS °'NO.: CWS 161 EXTRUSIONS&B.O.M............................................5 WINDOW SYSTEMS,INC.ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE ��i SOON A►E�aaa Ev. INSTALLATION DETAILS......................................6-7 WRITTENPERtASS10NOFCUSTOMWINDOWSYSTEMS,WC.ISPROFtlBfTED. ��f�1111�1��aa B 1OF7 S'MAX. 121/2' 4'MAX. 8' SEE NOTES (TYP) MAX.O.C. 1(TYP) MAX O.C. (TMP) SEE NOTE 2 L_ P A 4'MAX(fYP) (TYP)MAX MAX O.C. SEE NOTE S _ 8'MAX. 12 1/2" (TMP) (TYP) MAX O.C. SEE NOTE 2 (TYP) 1 / 1 4"MAX PYM M��7AyyXpp.��O.C.I / I g• / / 14314" J. MAX O.C. ( 1 6` 1 1 O.C. / MAX O.C. (TYPI mPJ (Typ) / / 1 1 1 1 I ` I B I I B ` \ ` I % 1 1 , 1 \ \ INSTALLATION ANCHORS TMP. \♦ I `% ( 1 1 INSTALLATION C 1 1 ANCHORS TYP. INSTALLATION A C ANCHORS TYP. ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN)ENANCHOR LAYOUT-(FINI THRU FRAME(WOOD OR MASONRY OPENING) THRU FRAME(WOOD Oft MASONRY OPEMNOj THRU NAIUNO FIN(WOOD OPENING) THRU NAILING FIN(WOOD OPENING) NOTES: FOR UNITS UP TO 3T x 77 FOR UNITS UP TO 3T x 83 FOR UNITS UP TO 37"x 72 FOR UMTS UP TO 3T x 63' 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REQ'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/15'IS PRESENT. 3.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED, 4.3/16"DIA.ITW TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/4"INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 1"SHALL BE ACHIEVED IN EITHER DIRECTION. 5.#10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 3/8"INTO 2 BY WOOD BUCK A MINIMUM EDGE DISTANCE OF 7/8"SHALL BE ACHIEVED IN EITHER DIRECTION. 6. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/7'INTO 2 BY WOOD BUCK FOR FIN INSTALLATION.A MINIMUM EDGE DISTANCE OF 1/4"SHALL BE ACHIEVED IN EITHER DIRECTION. 7.ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. B UPDATED PER 2010 FBC 12/5/2011 DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. LUCAS A.TURNER,FL P.E.58201 A JUPDATE TO FBC CHANGES 03/17/2008 8.NOT SBE SEDDN ANCHORS SHALL IN SUBSTRATES WITHEIN ACCORDANCE WITH ANCHOR STRENGTHS LESS THAN THE MINIMUM UINSTRUCTIONS,AND ANCHORS SHALL STRENGTH SPECIFIED BELOW +``gkORE W�ef!j, �C`Q`?.'�G E Adg••GHQ/i, 9.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A ,;��yWOOD-MINIMUM SPECIFIC GRAVITY OF G=0.55(SOUTHERN PINE OR GREATER) v: No 58201 ' V&ftEIS 1900 SW 44TH AVE. B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. • OCALAFLORIDA 34474 C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,GRADE N ,,TYPE 1(OR GREATER). C A # S z a' :it TLE: ANCHOR SCHEDULE&NOTES-LARGE MISSILE IAAPACT 10.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE Z 9 t STATE OF u+ FAWN BY: OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT D,p.% v.Zr,PROP J IES' 8400 ADE 5J5/2007 FMAI_ THE INFORMATION CONTAINED IN THIS DRAWING IRMTARYANDCOS THE SOLE PROPERTY OFCUSTOM ,��Il�ssif........R 0••�(�•��'+ o CASEMENTE�F ^('('S G.NO.: CWS-161 VERSION OF THE REFERENCE DOCUMENTS: FMAANDMA250(BOXIWINDO) ) FNIA/AANWMIDMA300(EXTEROR)DOORS). wREMIsslaaNOFcusromovNoonvovswsTtt�cISPRoow WITHOUT THE �iOlyA� ��` R: B ET: 2OF7 7 ERALL 11W ANNEALED GLASS 7/18"AIR SPACE 5/16"LAMINATED GLASS 1/8"ANNEALED GLASS .090 DUPONT PVB INTERLAYER 7/8'OVERALL 7/8'OVERALL 118'ANNEALED GLASS 1/8"HEAT STRENGTHENED 11W TEMPERED GLASS 3 PURFECT GLAZE"H" 7/16"AIRSPACE 7/16'AIR SPACE SIKAFLEX 552 5/16"LAMINATED GLASS 5/16"LAMINATED GLASS 46 1/8"HEAT STRENGTHENED 1/8'HEAT STRENGTHENED .090 DUPONT PVB INTERLAYER .090 DUPONT PVB INTERLAYER 1/8"HEAT STRENGTHENED 1/8"HEAT STRENGTHENED 0 PURFECT GLAZE"H" 3 PURFECT GLAZE"H" GLASS SIKAFLEX 552 SIKAFLEX 552 GLASS TYPE A BITE a 46 Wn 6 FULL SIZE ) IF 1wl I GLASS 0 GASS B� BITE 7FULL SS TYPE CSS TYPE D 6 SIZE 6 FULL SIZE 7/8"OVERALL 1/8"TEMPERED 7/16"AIRSPACE 5116'LAMINATED GLASS 118'ANNEALED .090 DUPONT PVS INTERLAYER 1/8"ANNEALED 3 PURFECT GLAZE"H' SIKAFLEX 552 B UPDATED PER 2010 FBC 12/5/2011 LUCAS A.TURNER,FL P.E.58201 A JUPDATE TO FBC CHANGES 03/17/2008 WINDOW MAX GLASS •••%0' AOREW�rG,'., GLASS TYPE B ��JVP' S�'s2fiy� wwDows Doors FULL SIZE 37 x 63 +/-67.5 -S-- '.V y 1900 SW 44TH AVE. 6 37 x 72 67.5 GD OCALA,FLORIDA 34474 +/- Z - a' ;D,t TLE: GLAZING-LARGE MISSILE IMPACT S STATE OF ./ttC %O: ki0SERIES: 8400 ADE 5/5/2007 THE INFORMATION CONTAINED IN THIS DR DRAWIAND NG IS THE SOLE PROPERTY OF TIAL 12/07/11 USTOM ��.4`SF�O R 1...�'�y •• 'ADDEL CASEMENT LE: 1:1 O' O.: CWS-161 WINDOW SYSTEMS,INC.WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, AS IS PROHIBITED. 1#1111611, our THE piiS�OMA„E :p Ev. R: B ': 30F7 33 3 18 11 50 1 1 9 48 49 41 1 INTERIOR 18 3 51 8 18 4 i 3 52 5 EXTERIOR 51 18 4 31 8 51 1 9 3 1 4 SECTION VIEW B-B EXTERIOR INTERIOR 40 5 13 // � 0 7 36 � o 51 l/ 48 2 SECTION VIEW C-C 46 39 ALT FIN FRAME SECTION VIEW A-A B UPDATED PER 2010 FBC 1121512011 LUCAS A.TURNER,FL P.E.58201 A UPDATE TO FBC CHANGES 03/17/2008 OTE: Pp10REIV Orli" 4 6,517,19,20,25,27,32,34,37,38 `.``c'), �6ENg4p..1, 0. 15 �RS 2,44,45,50 ARE USED BUT NO .moi f• No 58201 % �P�% 1900 SW 44TH AVE. HOWN FOR CLARITY. *: * k C OCALA,FLORIDA 34474 �Z TITLE" SECTION VIEWS&ALT.FRAME-LARGE MISSLE IMPAC �-0; STATE OF .�� SERIES: RAWN BY: O. �z 8400 ADE 5/5/2007 THE INFORMATION CONTAINEDOPRIE IN DRAWING CONFIDENTIAL PROPERTY OF0C7USION �5.0",FS�<O R 1�P Q\2,,' IAODEL CASEMENT CA NTS G.NO.: CWS-1 61 WRITTEN PERMISSION OF CUSTOM WINCDOW SYSTEMS,INC AS OWHOLE BITED. ,,IsSIOMA1 ,,` B H 4 OF 7 !tam# Part# Description Vendor Material 7/18" FRAME CORNER CONSTRUCTION 1 H30B FR,CASE,MAN,HEAD MKRON PJC 3 1/8" ills" 2 H.W•8030B FR,,CASE.MAID,SILL MKRON PJC � 3 14.6=8 FR,CASE,MAIN(,8.,RIGHT MI RON PVC 4 HS030B FR.CASE,MAN,.18.,LEFT MwmN PVC 5 H•9030A FR,CASE,W FN MKRON PJC 1 z 3 a t 6 H•8008 SASH,CASE,TOP RAL MKRON PJC COIL,.05 X.437,P-4050 7 Kam BASK CASE,BOT.RAL MKRON PVC 321/32° ALUMINUM 5052-H32 9 KOM SASH,CASE.SDE RAL,H INCE MgtON Pvc 9 H4008 SASH,CASE,SDE RAL,LOCK M10ON PVC 10 FI-1692 SCREEN RAI,SDOSTMI KEYMARK ALUM 11 H•1593 SCREEN RAL,TOR'SDE KEYMARK ALUM 21!32" 12 GLASS SEESHffT3 13 83028 SET.ELK.,85 DLR,1/8"X 7B'X r I.G. �� PVC FLANGE H-6030B 1/18' CORNER WELD(ALL SIDES) 14 83028 SCREEN LFT-OUr SLAW 15 FL3113 SCFWN SUPPORT FOR PJC TEAM PLASTICS RIBBER 2 11132' 49 SASH CORNER CONSTRUCTION 18 FL3195 SCREEN SPRING,NO hOLETENSON 17 FL3197 SCREEN CORNER KEY M&M NYLON D COIL,,062 X.656,P-4491 1a P•32n wsTa,wl-ICELEAFSP�,L,FRAME AMEBBURY wseex ALUMINUM 5052-H32 18 83228 S(Xt�l SPLPE,.165 CIA,BLK DAPA 2 1!4° 20 FL3281 SPACER DURASEAL,SEE SHEET 3 DURASEAL TRUSEAL 21 F�3342 SEAM SEAUER SW5504 SCHNEE —SILICONE 6 7 8 9 22 FL3420 WSTR.270 X.187 BACK,ULTRA FN,BLACK,SASH ULTRAFAS 17/32° 23 RAWECT GLAZE-K.SKAFLFX 552 H ENKEL,SKA 24 FL309 #8 X 3/4'QUAD PH TK ZINC,SCION PVC SASH,CASE.H-6008 25 FL3581 SCRIMN CLOTH,18 X 16 FIBERGLASSPI-�B3 11 18/32" 17137 CORNER WEIR(ALL SIDES) 26 83687 #8 X 1'FN FH TEK 2,SS,5(RBN FASTENAL SS 27 PLW13 CAPS LBL(LOGO) 28 P•3685 M-84M GOLD CERT L SEL,N-RCTAB 10 19/32" SCREEN RAIL,TOP/SIDE,H-1593 29 #3752 rAPKIM,12"HOLE M&M NYLON � ALUMINUM 6063-T6 30 83881 TEMPORARY LSL(NFRCJOP/ 31 1 FL390 SNIMER,SS,PVC SCREEN RAIL,SIDE/BTM,H-1592 32 P4003 TESARC°LIDEROTO.KME, ROTO ss ALUMINUM 6063-T6 3/4" 33 P4004 #8.32 X IW PH PHI MS.SS(ROTO HDWE LOCK) FASTENAL SS 51 34 P4006 SUPPORT FIATS LOCK,SS.ROTO HOWE(Use w/P4003) ROTO I SS 1 7132' 35 P4006 LOCK,MILTFPONT,ROTO KMF,WHITE ROTO SS 3' 205 36 P4007 ROTO.OPERATORS(FOR LEFT1RIGHT OPEN CASEAM3�M ROTO SS 37 13.4009 TRACK 8 SLIDB2ASSML,ROTO OPER.,ROTO HDWE,(13' ROTO SS 27/32' 38 P4010 STUD SRKT.,ROTOOPBt,LHL,ROTO HI ME ROTO ss T SASH REINF.S-1505 39 P4012 SH K ROTO OPERATOR ROTO HOWE(4.8mry ROTO NYLON SCREW SUPPORT-P-3113 PVC GLAZING BEAD-6064 ALUMINUM 6063-T6 40 P-4014 HANDLE STD.ROTO OPER ROTO K WE(MIRE) ROTO ZINC 3 1/8"—_ 41 P4018 HINGES(Ll}URIGHT FOR LEFT OR RIGHT OFH4 CASEMENT) ROTO SS 42 P4020 SUPPORT WASHER,ROTO OPER.ROTO HDMME(SS) FOTO SS 1 43 P4021 #8-32 x 3/4"Quad FH W/1/18"Lead,MS,SS,ROTO OP.,ROTO HDAE FASTENAL SS 44 P4024 GASKET,ROTO OPER.,ROTO HOWE,1/15' HOP 45 P4031-P4040 TE BARS,ROTO HOWE 1-5 LOCKPONRS,SS(BY OA HOT.) ROTO SS B UPDATED PER 2010 FBC 12/5/2011 46 F4050 RIINF.COL-ALUMINUM!6052-H32(.050 X.437),HD PRECISION STEEL ALUM LUCAS A.TURNER,FL P.E.58201 A JUPDATE TO FBC CHANGES 103/1712008 47 P4043 STRKF_MULTIPOINT M&M NYLON 41/r 1�+,C= I,IIIt1111ltttt 48 P-4146 #8 x 3/4"PH FLAT TBC,SS FASfBVAL SS o �A``p,NORE W !Ft 49 P4491 RHNP.CDL-ALUMINUM,5052-H32(.062 X.856),HD FRHYSON ALUM 5.°`••••••�„".G 50 P4641 #8 x 518'PH FLAT TBC,#7 HEAD,SS FASTENAL SS .�,JG� 51 31505 REF.CASE SASH KEYMARK ALLIMI J; No 58201 P: 1900 SW 44TH AVE. 52 S•8S4 GLZ.B0.,7/e" MKION PVC 1' Z nTLE-OCAFLORIDA 34474 z '.9 i �' rLE: EXTRUSIONS&B.O.M.-LARGE MISSLE IMPACT PVC FR.CASE.,MAIN(FIN)H-6030A I � O STATE OF C',4U IES: ./+WN HY: PROPRIETARY AND COWIDENTKL 12/07/11 %.0.13•.;�C op,•. (4 8400 ADE 5/5/2007 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM ♦CCS".'O A�'.•''(�.`.A� 'AODEL' WG' CASEMENT CALE* 12 NO.: CWS-161 WINDOW SYSTEMS,INC.ANY REPRODUCTION IN PART OR.IA WHOLE UT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS,INC.IS PROHIBITED. 4,t it 4111400 01` EV. B HE 5 OF 7 �BB'13tl 13/8 MIN.EMBEDMENT ],. INSTALLATION ANCHOR, BY OTHERS[AN] 3116°DLA.MASONRY SCREW. ��+{{{ 1/4"MAX SHIM 114"MAX SHIM W/WASHER THRU SCREW 'A'A [S] [BI A• 2 BY WOOD BUCK SUPPORT[C] I BY OTHERS[A] CONCRETEIMASONRY �� BY OTHERS 'A.• e• 7111'MIN.EDGE DIST. ZiO MIN.EDGE DIST. SEALANT BETWEEN BUCK D PI ICl AND OPENING BY OTHERS 4 INSTALLATION ANCHOR, 'e'A •• S10 WOOD SCREW W/ WASHER THRU SCREW 210 MIN.EDGE DIST. A SUPPORT[D] 1 114•MIN.EMBEDMENT �' • �• o. o. o. IC] 4 e SEALANT BETWEEN BUCK (C] p•p• p,p•p • . 1 •,AND OPENING BY OTHERS e. p. p. .4 4. . :.e°. S�0 1 BY WOOD BUCK ••r ''•r' •s °a; +'• CONCRETE/MASONRY EXTERIOR FINISH—s,.' BY OTHERS[A] PERIMETER SEALANT SEALANT B D BY OTHERS 'MIN.EMBEDMENT BY INSTALLER FLANGE BY STALLER BY OTHERS PERIMETER SEALANT PERIMETER SEALANT EXTERIOR FINISH BY INSTALLER EXTERIOR FINISH BY INSTALLER 114"MAX SHIM C HORIZONTAL SECTION BY OTHERS g HORIZONTAL SECTION BY OTHERS �] RAME(MASONRY) 8 FRAME(WOOD) SEALANT BEHIND FLANGE BY ROWN TE:HEAD AND JAMB INSTALLER INSTALLATION ANCHOR, D TL FOR 2BY INSTALLATION. 3116"DIA.MASONRY SCREW INSTALLATION ANCHOR,3118"DIA.W/WASHER THRU SCREW MASONRY SCREW w/NEOPRENE L INSTALLATION SAME AS D SUPPORT[C] BACKED WASHER THRU SCREW BELOW SUPPORT[C] SEALANT BEHIND SEALANT UNDER SCREW FLANGE BY INSTALLER HEAD BY INSTALLER INSTALLATION ANCHOR,3116'DUI. PERIMETER SEALANT 1/4"MAX SHIM BY INSTALLER MASONRY SCREW w/NEOPRENE Igl D BACKED WASHER THRU SCREW SUPPORT[C] EXTERIOR FINISH BYOTHERS - ° D D •p° Do D SEALANT UNDER SCREW SEALANT BEHIND n HEAD BY INSTALLER ° D °• e °• °D °• °. s D - s D 1 1/4"MIN.EMBEDMENT FLANGE BYs INSTALLER D• ° •Do• °D.i D D D D D D D p [C] REFERENCE NOTES: HIGH GROUT STRENGTH OTHERS STRUCTURAL °D ° D. o• ►D ° D°• °• - °• ° °• ° PERIMETER SEALANT 1/4"MAX SHIM D D °D e p D" ° D• ° s IS]SEE NOTE 283,BHT 2 BY INSTALLER s 2 1/2°MIN.EDGE DIST. [D]SEE NOTE 5,BHT 2 [B] [C]SEE NOTE 4,SHT 2 EXTERIOR FINISH CONCRETE/MASONRY [C] [E]SEE NOTE 8,SHT 2 BY OTHERS .... SILL STOOL BY OTHERS p,.}.'a ° .•p� BY OTHERS •o:n. rDD,ALTERNATE PRECAST SILL DETAIL p p• •p. ••P.•p•:o..p USE SOLID WOOD SUPPORT 6 B UPDATED PER 2010 FBC 12/5/2011 FRAME .Y�p.�• •.. p: .p•o p� •p•p:•O TO MAKE SILL LEVEL (MASONRY) p 03/17/2W8 p• p p•p••:•p: p•s•p p,p p o p.p•,p BY OTHERS LUCAS A.TURNER,FL P.E.58201 A UPDATE TO FBC CHANGES p; • :pp.?p• p•p•pp: p• •p I .��sf�s` ,'4GoRE ENw • pEMBEDMENT p; 4 . [C] S+r++G4'Qr ri %&9=RS CONCRETE/MASONRY [�-2 1/2'MIN.EDGE GIST. No 58201 '+.'d;, 1900 SW 44TH AVE. BY OTHERS *: :*? OCEALA,FLORIDA 34474 .a tt� 7LINSALLATION ANCHOR THRU FRAME DETAIL-LARGE MISSILE IMPAC q VERTICALSECTION �� Z STATE OF PU IES: 8 FRAME(MASONRY) PRQPRIETARYAND _ '� 4�� 8400 ADE 5/5/2007 MXWI SYSTIEMS.INC.ANY PERMISSION OF CUSTOM WINDOW [OPART R A IL.4 WHOLE WTHOUT THE ,,rr,�ss�0 p1 MODEL,��,?,,, CASEMENT ��: E B w� .. 6 OF 7 61 1 V2'MIN EMBEDMENT 19 SHEATHING BY OTHERS INSTALLATION OR, #8 WOOD SCREW w/ SEALANT BEHIND FIN e, WASHER. BY INSTALLER °•a [EI ><I e0tl+i• EXTERIOR FINISH BY OTHERS e,°o a 2 BY WOOD BUCK d. BY OTHERS[A] 2 BY WOOD BUCK 1L4"MIN EDGE DIST PERIMETER SEALANT '`h BY OTHERS[A] BY INSTALLER •d'a 114 MIN EDGE DIST INSTALLATION ANCHOR, WINDOW WRAP � 48 WOOD SCREW w/ 1/4'MAX SHIM BY INSTALLER WASHER. I81 1/4"MAX SHIM [E] [B] 112:MIN EMBEDMENT e HORIZONTAL SECTION e• ,cr. 'e ds e [ 7 FIN(WOOD) SHEATHING d•�eeb'e� teed• u BY OTHERS J, •° •�• D QLT`7 EXTERIOR FINISH BY OTHERS WINDOW WRAP BY INSTALLER 114"MAX SHIM [BI SEALANT BEHIND FIN PERIMETER SEALANT WINDOW WRAP BY INSTALLER BY INSTALLER REFERENCE NOTES: BY INSTALLER W MIN EDGE DIST [El [AI SEE NOTE 10,SHT 1 .40 [BI SEE NOTE 283,SHT 2 PERIMETER SEALANT lelSEE NOTE 4,SHT 2 SEE NOTE 5 SHT2 BY INSTALLER ISO [EI SEE NOTE 6,SHT 2 o'q 2 BY WOOD BUCK °�e• BY OTHERS[A] SEALANT BEHIND FIN BY INSTALLER e,•• INSTALLATION ANCHOR, B UPDATED PER 2010 FBC 12/5/2011 qhs #8 WOOD SCREW w/ e•e•° A WASHER. LUCAS A.TURNER,FL P.E.58201 UPDATE TO FBC CHANGES 03/17/2008 BIq Y OTHERS FINISH ,,,tiP 1 HwUflfp�' [1 1l2"MIN EMBEDMENT .`��GQS.�.GE tdgF L�Qy,r��I SHEATHING v:• No 58201 , M&ft. 1� 1900 SW 44TH AVE. BY OTHERS OCALA,FLORIDA 34474 E VERTICAL SECTION y o: * a C TLE INSTALLATION ANCHOR FIN DETAIL-LARGE MISSILE IMPACT I 7 FIN(WOOD) f V. STATE OF :��/� ERIES: RAW PROPRIETARY ANDCOWMENTYLL IZ/07/11 ��:F� 9P•�2�.� 8400 ADE 5/5/2007 THE INFORMATION CONTAINED IN THS DRAWING IS THE SOLE PROPERTY OF CUSTOM �j,Fsi ..........R\ .��`�a ° CASEMENT��T NTS O' O.. CWS-161 WINDOW WRITTENSPERMISSION OF CUSTOM WINCDOW SYSTEMS,INC.IS PROHSTTETHOUT THE �Iff�011ets0 ,�\ B E ' 7OF7 Florida Building Code Online Page 1 of 2 t • �" tix�3 a�,�,x,„.a#�`- ��" }z w��h "��k:, -'i�'�w" rari a.4_ �E< � `�" Y FlOfid2�partmelttBCIS Home ' Log In I User Registration Hot Topics Submit Surcharge f Stats&Facts Publications 1 FEC Staff BCIS Ste Map Unks (Search Busines Professi I Product Approval f� USER:Public User Regulation Product Approval Menu>Product or Application SearoApproved etail qi FL# Application Type Code Version Application Status Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext 207 mlafevre@cws.cc Authorized Signature Michael LaFevre mlafevre@cws.cc Technical Representative Brian Tenace Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Cal Ledy Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 cledy@cws.cc Category ClEvalu dows Subcategory lions Compliance Method n Report from a Florida Registered Architect or a Licensed da Professional Engineer r Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who Lucas A.Turner developed the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 04/10/2016 Validated By Steven M.Urich,PE 7 Validation Checklist-Hardcopy Received Certificate of Independence FI 9520 R4 COI EvalRen CWS 836(,3 in Mull Impact)ndf Referenced Standard and Year(of Standard) Standard Year AAMA 450-06 2006 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 http://floridabuilding.org/pr/pr appdtl:aspx?param=wGEVXQwtDgvIHvmuJRWcZ12gTu... 9/17/2013 Florida Building Code Online Page 2 of 2 • Equivalence of Product Standards Certified By Sections from the Code M Product Approval Method Method 1 Option D Date Submitted 10/30/2012 Date Validated 10/30/2012 Date Pending FBC Approval 11/02/2012 Date Approved 12/04/2012 mary of Products FL# IlModell Number or Name Description 9520.1 3"Alum.Tube Mullion 3"Alum.Tube Mullion,Horizontal&Vertical,Fin&Flan applications.(IMPACT Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL9520 R4 Ii..-CWS-836(3 in Mull Impact) pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large Missile Impact; See Installation FL9520 R4 AE EvalRep CWS-836(3 in Mull Instructions and Evaluation Report for complete list of Impact).odf tations and Conditions of Use. Created b Independent Third Party:Yes 9520.2 4"Alum.Tube Mullion 4"Alum.Tube Mullion,Horizontal&Vertic n&Flange applications. IMPACT Limits of Use Installation In Approved for use In HVHZ:Yes W - 7 4( M II m act . f Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Impact; See Installation FL9520 R4 AE EvalRep CWS-837 (4 in Mull Instructions and Evaluation Report for complete list of Impact).pdf Limitations and Conditions of Use. Created by Independent Third Pa .Yes 9520.3 5 1/2"Alum.Tube Mullion 5 1/2"Alum.Tube Mullion, Horizontal&Vertical, Fin& Flange applications. (IMPACT) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL9520 R4 II CWS-838(5.5 In Mull Impact) pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large Missile Impact; See Installation FL9520 R4 AE EvaiRep CWS-838(5.5 in Mull Instructions and Evaluation Report for complete list of Impactbodf Limitations and Conditions of Use. Created by Independent Third Party:Yes Back Next Contact Us::1940 North Monroe Street Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovrlaht 2007-2010 State of Florida ::Privacy Statement::Accessiblllty Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395. 'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455,F.S.,please click he e. Product Approval Accepts: semrit ata7oa�cs http://floridabuilding.org/pr/pr app dtl.aspx?param—wGEVXQWtDgvIHvmuJRWcZl2gTu... 9/17/2013 3" MULL BAR ELEVATIONS IMPA T MU"A TION REQUIREMENTS: SHOWN W/DIFFERENT OPTIONS 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE,CURRENT EDITION. 2.CONFIGURATIONS SHOWN:(SEE SHTS 2-3) 1.VERTICAL j—— — 2.HORIZONTAL 3.ALL MULLION EXTRUSIONS ARE 6063-T6 ALUMINUM. I O 4.SEE MULLION CHARTS FOR MAXIMUM DESIGN PRESSURES,LENGTH AND ANCHOR SCHEDULE. (SHEETS 2-3) I // CUP OPENING S.CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. ANCHOR 6,RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCAL CUP / LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFTEY REQUIREMENTS RESTS SOLELY WITH THE ARCHITECT,ENGINEER OF RECORD.BUILDING OWNER OR CONTRACTOR. 7.PRODUCT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEMS ARE NOT REQUIRED. O O S.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL 9.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNIT. 10.1x OR 2x WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 11.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. FYeMpLE HORIZONTAL MULLION SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY CUSTOM WINDOW SYSTEMS'INC. FOR SECTION VIEWS ONLY 12.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE UNIT ANCHOR WIDTH AND HEIGHT ARE NOT EXCEEDED.AND MULLIONS ARE ANCHORED AS SHOWN HERE IN. CUP 13.THE 33 13%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. iV/ WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. I I I O O 1 I I LUCAS A.TURNER.FL P.E.SMI OREW OP..��G E I1isF•.�P2�..� wumows a Dooas CUP .Ji.• No 58201 :��: 1goo SW 44TH AVE. TABLE OF CONTENTS EXAMPLE VERTICAL MULLION ;+ OCALA,FLORIDA 34474 FOR SECTION VIEWS cas Tumer ONLY y =v: ;¢� rrrLE GENERAL NOTES&ELEVATION-3'MULLBAR GENERAL NOTES 8 ELEVATIONS._....».1 12-10-26 11:23-04:00 h� '9 STATE OF KAWNbY ANCHOR SCHEDULE ..... ».._...»»..»_..2,3 :OR.CONFIDENTIAL 10Q6012 ,F p $Ar IMPACT MULL BAR ADE 09(27/2012 EXTRUSIONS&B.O.M_............ .» »»...4,5 THE As�olrnaSaAWIG PROPERTY OFCU9Tou ��iFS%��p��'••6��`� NTS v' CWS 838 MULL BAR SECTION VIEWS._...._.._..._...6.7 ��i�S�ONAI-EN``�, 3'ALUM.MULL [J L LLT INSTALLATION DETAILS.........»..._...._.....8,9 wlXDOW B US REPRODUCTION 1ASAWIWBITED. UT/iE wRmTar OF cusmu Wamow srsTEwts.sic m wtaroRtEc. tttttiv�ttp - 1 OF 9 Des Pr wtn Chart.PSF.for NMI-Intereected Impact PVC 3•Mullion 141758,with 1522 CUPS us (4)610 Screws 0r 3118'nW Tap=m per eaeh end of mudVan OPHNPiG SEIE(In.) 39 4S SI 1 37 1 63 69 1 79.319 fit 1 67 93 1 99 1073!0 II 120 126 1 132 138 1453/8 37 BDA 80.6 808 808 SDA BDA BOA 80.0 00.0 90A 1 80.0 00.0 80.0 80.0 80.0 80.0 au 808 TWIN/TRIPt.E 42314 BOD BOD BOA SOA $0.0 BOA BOA 808 808 BOA 80,0 BOA BOA 90.0 BOA 80.0 80.0 808 HORIZONTAL MULLION 483W BOA BOD 800 808 SDA 80.0 80.0 808 BOA BOA BOA 80-0 80.0 80.0 BOA 80.0 su 658 5.11/8 80.0 808 BOA BOA 1 WD BOA BOA SOA 80A BOA 800 BOA 80.0 60.0 BOA 65.0 65.0 GSA A ROD BDA BOA BOA 608 BOA 807 BOA BOD SOA 80.0 808 648 658 638 BOB BOA 808 NIA BOD BOA 80.0 793 76A 74A 725 630 63.0 _ OPENING 65 65.0 "A6128 6128 638 640 65 65.0 0 65A 638 650 65A 65.0 SIZE 68 65.0 "D630 630 64.065 8 669 61.7 49".1 56,98 657 6SD 65.0 .I M3 533 72 61230 640 6128 658 6128 650 65 53.7 Design PressureChan,PSF,br Nw4domeeted Impact PVC 3'Muubn H-1758,with 1778 cups with six(9)110 Screws 073/16'1IW T -- epcao par Bach end 01 mU1bn OPENING SDE 39 412 SI 57 63 69 75 318 81 87 93 99 107 318 114 120 126 132 1 13M 1453/9 1 MULL LENGTH -i d 37 9030 BOD 80.0 BOD 80.0 SOA 900 80.0 BOA SOA80.0 80A BOD BOA 80A 807 BOA BOA d 423/4 90.0 "a 80.0 900 BOA 800 BOA 800 BOD BOA 800S" BDA 80.0 80880.0 800 800 Q 48 3/4 "A flop 80A BOA 808 BDA "A 807 80A 80.0 s" 808 90.0 BOA BOA 80.0 80A ".0 TRIPLE 331/0 BOD 908 808 8030 808 BOA 808 807 808 801 800 908 W.0 800 BSA 64.0 6!0 6SA HORIZONTAL MULLION 57 80.0 800 808 800 80.0 800 800 60A 80.0 W0 50.0 8030 SOX 64.0 65.0 65.0 63 "A sea 80A 80.0 BOD 90A 808 80.0 BOA $0.0 BOD 8" 65.0 650 63 6120 638 6128 650 f30 6!A 658 6128 638 6128 0.0 0.0 0.0 L G8 6120 !1230 658 651 ISA 6!A 0.0 648 650 650 1 648 1 650 - - 72 65A 1 657 658 I 6SA 657 1fS7 648 64.9 1 61.7 59.1 1 56.9 1 13.7 - - -- - W tl co NOTES: TRIPLE 3 VERTICAL MULLIONi1 1.FOR CLIPS INTO CONCRETE CONSTRUCTION,ATTACH MULLION TO SUBSTRATE WITH 3/18'DIA ITW TAP(XON. O MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1 114'MINIMUM EMBEDMENT INTO SUBSTRATE --N THRU CUP OR THRU 1X SLICK.A MINIMUM CENTER TO CENTER ANCHOR SPACING AS SHOWN FOR EACH CLIP TYPE MULL LENGTH SHALL BE MAINTAINED.A MINIMUM CONCRETE EDGE DISTANCE OF 1 1/8•SHALL BE ACHIEVED IN ANY DIRECTION. C 2.FOR CLIPS INTO WOOD CONSTRUCTION,ATTACH MULLION TO SUBSTRATE WITH 810 WOOD SCREW WITH r INTEGRATED WASHER.WOOD ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1 3/8'MINIMUM EMBEDMENT --!! TRANSOM OVER TWIN TRANSOM OVER TRIPLE TWIN INTO 2X WOOD BUCK THRU CLIP.A MINIM IM WOOD EDGE DISTANCE OF 718'SHALL BE ACHIEVED IN ANY DIRECTION.A VERTICAL MULLION VERTrAL MULLION HORIZONTAL MSN MINIMUM CENTER TO CENTER ANCHOR SPACING OF 3r4•SHALL BE MAINTAINED. r 3.AT MULLION LOCATION.ATTACH WINDOW LBNIT(S)TO MULLSAR THRU FRAME AS SPECIFIED IN WINDOW UNIT I i APPROVAL DOCUMENTS.IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL L !+f DOCUMENTS.FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD OPENING SIZE I• _ N SUBSTRATE,LOSING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE(010 OR 812)AS THE WOOD SCREW F- INDICATED IN THE WINDOW APPROVAL TEK SCREWS SHALL BE LONG MUCH TO ENSURE THREE(3)THREADS OF B PENETRATION BEYOND THE INSIDE WALL OF MULLBAR. 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR CRATED WITH A CORROSION RESISTANT MATERIAL. INSTALLATIONj-RTV__A DISSIMILAR OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO L L Fes- OPENING SIZE�I --1 OPENING SIZE F� �"-MLILL LENGTH ---a S.STRENGTH SPE ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM c p E STRENGTH SPECF�D BELOW. 6.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE Ll1CA6 A TURNER FL P.E.58201 FOLLOWING PROPERTIES:A.WOOD-MINIMUM SPECIFIC GRAVITY OF G=0.55(SOUTHERN PINE OR GREATER)S.CONCRETE-100 MUM COMPRESSIVE STRENGTH OF 3192 PSI, oss p3.1DRE WC.MASONRY-STRENGTH 0014FORMANCE TO ASTM Cr90.D.ALUMINUM-1/8'THICK MRN.,5088 TS MM.E.STEEL-.08M THICK MIN,33 KSI MIN v No 58201 '•-P, 1900 SW 44TH AVEOCALA,FLORIDA 34474 7.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF 06TAL ATI ON SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS: V 0:: I L ANCHOR SCHEDULE,3-MULL BAR,NON-INTERSECTED FMA/AAMA 100(FIN WINDOWS), �� 9 STATE OF :W: FAANAAMA200(FLANGE WINDOWS). iSEW" KAWN BY FMAIWDMA 250(BOX WINDOWS). tmoppE7 1(U28J2012 ��O'��;•;°COS THE SOLE PROPERTY OF CUSR 1 O P:.r4:' IMPACT MULL BAR 1 - ADE a,G.;�09/272012 THE NOORMATION FMNAAMAAVDMA 300 fE1(TERIOR DOOM. WRITTEN Ps PC.ERMISSION oMREPR=X7roNsIP� AAs WITHOUT THE �'�isSfONW_is PA �6�, 3'ALUM.MULL _ 1�- NTS �� CWS-838 20F9 Design Pressure Dart,PSIF,for Intersected impact PVC T Mutton H-1758,with 1522 cops using bur(4)010 Screws or 3116'nW Tapcons, or 1776 dips with six(6)010 Screws or 3/16'TTW Tapcons per each end of mu8ion OPff!I CSE9E(it 39 45 51 57 63 69 753/8 81 $7 93 99 110 3/M 114 1211 126 132 138 1453/8 37 30.0 50.0 50.0 50.0 50.0 50.0 SOA 50.0 SOA SOA 50.0 SOA SOA 50A 50.0 SOA SOA 50.0 42 314 SOA 50.0 50.0 50.0 50.0 50.0 50.0 SOA SOA SOA 50.0 50.0 50.0 SOA SOA 50.0 50,0 SOA 48 314 50.0 50.0 SOA 50.0 50.0 SOA 50.0 50.0 50.0 SOA SOA 30.0 50.0 50.0 SOA 50.0 SOA SOA 53 1 iM SOA $OA $OA 50.0 - 50.0 30.0 SOA SOA SOA 50.0 50.0 SOA 50.0 SOA SOA 50A SOA 50.0 57 $0.0 SOA 50.0 50.0 50.0 50.0 50.0 50.0 SOA 50.0 50.0 80.0 50.0 50A SOA SOA SOA 48.1 SA SOSOSOA SO49A6473 68 SOA SOA SOA 50A 502 50A SOA SOA 50.0 SOA SQA SOA 498 476 73 �A SOA SOA SOA SOA SOA SOA SOA 50A SOA 500 4S.4 44.0 75-175 50.0 50.0 SOA 50A SOA 50.0 SOA $0.0 50.0 468 44.0 40.0 TWINfrRIPLE VERTICAL MULLION HOFUZONTAL MULLION I TWW"IN -- -- W OR0 1 UI iii L I i !BELOW! I V�OPENING SIZE MULL LENGTH J K NOTES: I.FOR CIPS INTO CONCRETE CONSTRUCTION,ATTACH MULLION TO SUBSTRATE WITH 316'DIA ITN TAPCON.MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1 1t4'MINIMUM EMBEDMENT INTO SUBSTRATE THRU CLIP OR THRU 1 X BUCK A MINIMUM CENTER TO CENTER ANCHOR SPACING AS SHOWN FOR.EACH CUP TYPE SHALL BE MAINTAINED.A MINIMUM CONCRETE EDGE DISTANCE OF 11B'SHALL BE ACHIEVED IN ANY DIRECTION. 2.FOR CIPS INTO WOOD CONSTRUCTION,ATTACH MULLION TO SUBSTRATE WITH 070 WOOD SCREW WITH INTEGRATED WASHER.WOOD ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1318'MINIMUM EMBEDMENT INTO 2X WOOD BUCK THRU CLIP.A MINIMUM WOOD EDGE DISTANCE OF 7/8'SHALL BE ACHIEVED IN ANY DIRECTION.A MINIMUM CENTER TO CENTER ANCHOR SPACING OF 314'SHALL BE MAINTAINED. 3.AT MULLION LOCATION,ATTACH WINDOW UNIT(S)TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNTT APPROVAL DOCUMENTS.IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL DOCUMENTS,FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE,USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE(010 OR 0'12)AS THE WOOD SCREW INDICATED IN THE WINDOW APPROVAL TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE(3)THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR. 4.ALL INSTALLATION ANCHORS MUST RE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. S.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 8 INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIA.WITH THE FOLLOWING PROPERTIES: LUCAS A.TURNER.FL P.E.58201 A'WOOD-MINIMUM SPECIFIC GRAVITY OF G-0.55(SOUTHERN PINE OR GRFATERI B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2648 PSL ,,,1pu�uprZr� EALUMUNUM-1/8*THICK MX.6MMASONRYSTAENKiTH CONFORMANCE TO ASTM C:80. %ADR.�pGp9�G N sF 2 weHDoxS a Doolu STEEL-.060'THICK MIN..33 KSI 7.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY v t� No 56207 :�10 1800 SW 44TH AVE OTHERS IN ACCORDANCE WITH THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS: OCALA.FLORIDA 34474 FMAIAA MA too(FIN WINDOWS). 2 ;aC a ANCHOR SCHEDULE,3`MULL BAR,INTERSECTED FMA/AAMA200(FLANGE WINDOWS). 9 STATE A El FMNWDMAA250(BOX WINDOWS), -IMPACT MULL BAR ADE 08/27/2012 FMAVAAMAIWDMA300(EXTERIO DOORS). CONTAINEDPROPRMToirnq�AtVumis PROPFaIrofCuv10MAM CONFIDENTIAL 12 ,��i�FS`I''�OR1�@'p��` - NTS �. .CWS-836 THE INIVFMATIONwINDOW R SYSTEMS,OZ.ANY REPROMJCTION CUSTOM W00w Nsrsie �i�c�s WHOLE WITHOUT THE P ��is�ONAN``�� 3'ALUM.MULL LV.r R 30F9 w REN NO. PART NO. DESCRIPTION T NULLBAR CLP 'L"MULLHAR CLIP 1 H-1758 1 3J8•■3'MULLION TUBE FRAME TYPE OPENING (F-1522-XXX) (F-176740M 2 910 OR 912 HEX WASHER HEAD TEK SCREW'sM note below), > t 7Jt6• t lite•�{ 8[32- 3 910 X 1 1/2",PANHEAD PH-LIPS SPC I NEW F-1522-013 F-1767-001 4 910 FLAT WASHER FLANGE RETRO F-1522.006 F-1767.001 7 S-1897 MULLION CIP 8 SEALANT 113/16• 13!18' 113116• NEW F-1522-013 F•17674M"R) K14 S-1895 RP ADAPTER t 3/18' FOC RETRO F-1522.013 F•1767004(L8R) SAM FLANGE ADAPTER S-6018 MULL COVER NEW NOT RECOMMENDED F-1767.001 P�486 MULL BAR CAP 0 t/a•ITVPI a 1/e BOx F-1767-007 F 1522-013 3'FN MJLL GLP RETROF•1522F-15228 3'FLANGEMULLCF-1767-001 L-ANGLE3'MULL CLIP.STANDARD(SEE SHEETIS) 27116- 17 F-1767-0041- IL-ANGLE 3'MULL CLP,FN,LEFT(SEE SHEET 95) 18 I F-1787-0048 L-A GLE3'MULLCLP,FN,RIGHT(SEESHEET95) y 7/16• 7176'(TIP) 19 010 HEXWASHER HEAD TEK SCREW 11 � I 20 910 FH TEK SCREW I 1 CD LASE WOOD SCREW SIZE(010 OR 8912),SPECIFIED N WINDOW UNIT APPROVAL DOCUMENT 1 3/4'�1 3/8'� OUTSIDE 2 /6' 114" 2 1176' 3B' f f/1G F-f y18- SIDE 2 V4' I 1/6- 9 � 712' L TOP VIEW a 716' 1 DRP CAP S-1885 F-1522-013 FN INSTALLATION 2 3 1 1/6• 21/16- 112' I I 47/8 080 t0 t 3 t8 F-1522-006 j RETRO/FLANGE CLIP FLANGE ADAPTER S-1896 J—MULLION CLP S-1897 SCORE,BEND AND BREAK TO REMOVE FN FOR FRAME ATTACHEMENT TO MULL BAR A .195-�—2 13/16• rT 1 13116• •{ TVP.FIN FRAME(PVC) / LUCAS A TURNER.FL P.E.58201 7/t6' �— .079 `,�JVp�.�1GEkgF'•�2��w WBADOW58D006s .110 DETAIL A v No 58201 ';P: 1900 SW 44TH AVE. PVC MULL COVER-6018 OCALA.FLORIDA 34474 3•MULLBAR H-1758 Z Z.O. a �� 9 : ` 3`EXTRUSIONS 8 BILL OF MATERIALS- MULL BAR SSTATE OF .I//,r' '.O: �"' IMPACT MULL BAR tl:2 E 09!27/2012 rnerJFDR11A1roNcarrA N,7♦�PFMPMT�A�wom rlroaeAtroRCUSTO r�Ii��`S'•�O R.... �� c.+n. CWS-838W SYSTEMS,DC. C8�r atoaIiv s svtARTCIA�a RE -,;, � � 3'ALUM.MULL .« 1 4 OF 9 6 71W 3' 1 16 3- 3' F"-23/4' 2114'— L C I:)1 y8- 27/16" L 1/4'(TYP) 7116•(TYP) 1 3JB 3V O "'(2X) t 516' I 7/16•TKRU rte( L--v4'TNRU(TYP) 15%, J t2' OUTSIDE L-ANGLE 3'STANDARD MULL CUP FLANGE-F-1767.001 tt2' tP2' 2 3I4' 2 314' 'r MULLBAR CLIP W C18 �n�ttew S' 5 FRAME TYPE OPENING (F-1822-XMQ (F-1767-11)09 L ANGLE 3'MULL CLIP,FIN(LEFT)F-17674)04L L ANGLE 3-MULL CLIP.FRN(RIGHT)F-1767-QD4R NEW F-1522-013 F-1767.001 OUTSIDE FLANGE RETRO F-1522.008 F-1767-001 NEW F-1522-013 F-/767.004(L&R) FIN RETRO F-1522-013 F-1767-004(L&R) NEW NOT RECOMMENDED F-1767-001 Box RETRO F-1522-W6 F-1767-001 LUCAS A.TURNER,FL P.E.58201 Nuuughi ••`•t PNORE `�•.J4py.��GEMsF ., N&-ft- No 56201 i St: 1900 SW 44TH AVE. *; C OCALA,FLORIDA 34474 t EXTRUSIONS&BILL OF MATERIALS-3-MULL BAR ZZ X91, STATE OF .0. IMPACT MULL BAR ADE 09/27/2012 THE DUVRMATIM_ PFAMM MYAND 1026/2012 '��'clP'~.�O R 10P,:�� /5.NCL MOM wTTEN PEAT allo�rrne wwow MSrsP1 s, P a�rteDm. t�TIME ,�4�Sq�ONA„�?,• 3'ALUM.MULL v.`� a 1 Z 5 OF 9 SEAL BEHIND FLJA SEAL BEHIND FLANGE APPLY SEALANT ALONG FULL TO MU TO ATTACPRIOR TO ATTACHpJG LENGTH OF WB�W FRAME TO MULLION 1 TO MULLION 1 GROOVE PRIOR TO ATTACHING2 2 COVER11 911D FIN MUST BE REMOVED WHERE WINDOWS CONNECT TO MULL A HORLZONTAL MULL BAR SECTION FINAW WINDOW 8 VERTICALHORIZONTAL MULL BAR SECTION g FRAME - �Al HORIZONTAL MULL BAR SECTION BOX FRAME WINDOW t 1 11 APPLY SEALANT ALONG FULL APPLY SEALANT ALONG FULL 1 LENGTH OF MULLBAR GROOVE 1 2 2 PRIOR TO ATTACHINGDS PRIIOR TO ATTACHING FLANGE ADAPTOR FM MUST BE REMOVED 4ug ` lWHERE WINDOWSCONNECT TO MULL - JU[ __- G CdL II r 10 DET,AIL B DETAIL A DETAIL B SEAL BEHIND FLANGE SEAL,BEHIND FIANCE PRIOR TO ATTACHING 10 PRIOR TO ATTACHING 10 �MULLION TO MULLION 820 L-]VERTICAL MULL BAR SECTION LUCAS A.TURNER,FL P.E.51 B MULL BAR SECTION ` Q 7 FIN FRAME WSW 8 FLANGE FRAME WINDOW ,,,y�P,DREyy � 1Y 4 to N _p�.��GEIVg�.,'QZ��i' OVDOtYSkDOORS vCCJJ No $8201 :-P: 1900 SW 44TH AVE. * * OCALA,FLORIDA 34474 7o 'Z-0. :a': LL SECTION VIEWS-3-MUBAR ASSEMBLY rITLE I� Sl)*. STATE OF .QIS 'Af °'IMPACT MULL BARLLAWN BY ADE 09J27/2012 PROPRIETARY AM CONFIDENTIAL 10126012THE NFOFaATIDN CONTAINED N TICS DRAWING Is PROPERTY OF CUSTOM ,��4,,FS+,'... R 5 4 P' VZOEL LALL wG. WINDCW SYSTEMS,M. OF ANY REPCUSTORODUCTION PARTTORAS P WHOLE THE ��4S�ONA� p•`� 3'ALUM.MULL T R12 CWS.m 60F9 O O ' O p A CD CD I II 1 A 13 TOP VIEW SECTION A-A FIN FRAME 19 5-MULLBAR(H-1769) (SEE SEPARATE APPROVAL APPROPRIATE DP CHARTS)FOR 2 4'MULIBAA(H-1759) 2 _ (SEE SEPARATE APPROVAL FOR APPROPRATE OP CHARTS) 9 19 SEE NOTES 1&2(OTY 1 EA) 19 SEE NOTES 19 2(OTY 1 EA-) 19 SEE NOTES 1 8 2(OTY t FA) 9 9 1 1/16'MAX.EDGE DIRT. 1 _ 11/16'MAX.EDGE OLST. 11116•MAIL+EDGE DIST. _ SEE NOTE 1 7 SEE NOTE 1 SEE NOTE 1 1 1 t SEE NOTE 4 SEE NOTE 4 SEE NOTE d rC1 TO 3-VERT.MULLBAR SECTION 7 4-HORIZ TO 3-V;;,"R SECTION L C \ TO 3-VERT.MULLBAR SECTION 7 NOTES: 1. SLIDE CUP INTO LOCATION AND SECURE WITH ITEMS 19(QTY 1)AND 20(QTY 1),AS SHOWN ABOVE. LUCAS A.TURNER.FL P.E.58201 2. PRE-DRILLED HOLES(THRU HN CUP 1897),BY THE INSTALLER, MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM ,,,+GPy,P C Ems.,s�lG��r,' CUP EDGE DISTANCE OF 9132'. 3. THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO-MULLBAR CONNECTIONS,REGARDLESS OF ORIENTATION(i.e.,HORIZONTAL `J;'• No 58201 ;gyp: 1900 SW 44TH AVE. OR VERTICAL). THE FULL LENGTH MULL MUST BE THE SAME DEPTH.OR GREATER,THAN THE INTERSECTING MULL t; * ;* OCALA,FLORIDA 34474 FrTLE 4. INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL CUP.PRE-DRILL PILOT HOLE THRU ALL X r/ 9' G SECTION VIEWS-HORIZ.TO VERT.3•MBAR ASSEMBLY rRAATr MATERIAL L� �9'. STATE OF �tl� PROPRIETARY AISCONFIN TIAL 10/28/2012 '�'n•'•� P�• IMPACT MULL BAR � ADE - 09/27/1012 THE NFORMATION CONTAPIM N THp DRAWM IS THE SOLE PROPERTY OF CUSTOM �rIFS•<p R 19•WOOM SYSTEMS.WC.AW REPRODUCTIONIN '• , JG,Atp. WRITTEN CUSTOM WINDOW SYSTTE ..9cr.is WHOLE P WITHOUT THE �� is��NA� p+`+� 3'ALUM.MULL -v.Derr u�2 { 'CWS-836 - 70F9 Ab r 1J® MIN.EDGE DIST. SEALANT BETWEEN FRAME ETE/MASONRy AND OPENING BY OTHERS B THERS 1 1/4'MIN. 2 BY WOOD BUCK :3I8•MIN. EMBEDMENT[B) BY OTHERS JAI EMBEDMENT IC) —\ p a•_•O D • •aa••a• ••a•.D•D•:. a•:De He• (0] °.. ° INSTALLATION ANCHOR _p p% CONCRETE AsONRY BYO RS 1 14MW. ° 1 BY W000 BUCK 810WOODANCBY OTHERS JAI BY OTHERSEMBEDMENT ° p FINISH a t'-• P. a•.PR• a°. �p'''D B OTHERS • ••,••• (SEULL BAR CE NOTE � e '..,' SEALANT BETWEEN °° p. FRAME AND OPENING PERIMETER 1 BY WOOD BUCK INSTALLATION °°• 4. I BY OTHERS SEALANT BY----` BY OTHERS JA) 3118•DIA MASONRY AN a.°a• 3•NORM � _ •p INSTALLER q..•. MULL BAR I •p••.p ° 'e•.•p'• 7/8-MIN. p p p SEALANT ALS LL BA DMINIS ^° 4 ° EDGE DIST,JCJ M OUTSIDE EXPOSED MULL BAR E +0457.JB] DGE OF MULL BAR PESEALANT PERIMETER SEALANT :�'•<`;'•:°:'••'h . SEALANT EEN FRAME�'� •• f'��, FRIMETER Y INSTALLER BY INSTALLER AND OPEN BY OTHERS BAR CUP INSTALLATION ANCHOR, •. L EXTERIOR FINISH (SE TE 2) 3116'DIA MASONRY ANCHOR EXTERIOR FINISH SEALANT ALONG SEALANT ALONG By OTHERS IBl 8Y OTHERS EDGE roOFF MULLBAR OUTSIDE EDGE OF MULL BAR MULL CUP(1V000)MlA1 JAMB SECTION �e J F N FORS.MULL JAMB SECTIO SHOWN.HEAD SIMILAR D IERTICAL MULL HEAD$EGTIDN 8 8 MULL CLIP(MASONRY) MULL ULIF(MASONRY) MULL BAR CUP INSTALLATION ANCHOR, (SEE NOTE 2) 3118'DIA MASONRY ANCHOR SEALANT ALONG OUTSIDE EXPOSED EDGE OF MULL BAR — 3'VERTICAL 3'VERTICAL MULL BAR CUPMULL BAR MULL BAR (SEE NOTE 2) INSTALLATION ANCHOR. PERIMETER SEALANT 3116'DIA MASONRY ANCHOR BY INSTALLER IBI REFERENCE NOTES: SEALANT ALONGOUTSIDE EXPOSED EXTERIOR FINISH •e •• •• • •• •• ► e A SEE NOTE 10.BHT 1 EDGE OF MULL BAR _ — SILL STOOL BY OTHERS BY OTHERS e• e•: •• B SEE NOTE 1,BHT 2 (SEE NOTE) p e •e • e• l C SEE NOTE 2.BHT 2 CONCRETE/MASONRY e. • • e ` ► ► •• •C • •► JW MIN.EMBEDMENT IS) PERIMETER BY OTHERS •e' e • e ►• e e•e SEALANT BY it • e.4• ►p • ► •e INSTALLER _ e e •e a •e- s e.p •e • • ee . . •e e. e EXTERIOR SHIM AS REO•D L=MIN.EDGE DIST.181 FINISH BV •P TO MAKE LEVEL OTHERS' a. •a.P•.•a,••D• o FOR MULL BAR H ALTERNATE PRECAST SILL DETAIL D•P• •P •p,D• O D a a• p B 'ep p� P. P.•D•• ,>• PPLO a•D 11/4'MIN. a. a.a•• p:p• D. p� • P a D p•p o EMBEDMENT IBI •• LUCAS A TURNER.FL P.E.$ell ' a• P a. a.D• p• D' NOTE: 0,19941101j", 1.SIL STOOL MUST BE FLUSH AGAINST INSIDE •� 4j CONCRETE/ Itre• OF MULLED WINDOWS AFTER INSTALLATION ��.�yP D�w jG•, CEIV•• MASONRY E I MULL SILL SEL'710N EDGE 01 T.[BI 2.RECESS MULL CUP 1/4'MAX FOR ANCHOR :JVp.'•�•� SF•�R'y� WDiiDOWS R�DODQS BY OTHERS 8 MULL CLIP(MASONRY) CLEARANCE WHEN INSTALLING WINDOW UNITS v No 58201 19M SW 44TH AVE. OCALA FLORIDA 34474 ITLE MULL CUP MASONRY INSTALL DETAILS-3'MAB X� SID ST PFAPRWfARYANOWHtF�IAI 10/268012 S4O'n••.'° p:24i,` IMPACT MULL BAR ADE 09/2THE"ORMATIDN CONTAINED IN TM DRAWM a THE SOLE PROPERTY OF 7/2012 TOMWRITTENPeR► N swsi TORAS"s WHOLE WMKKa K'� ,,,�SSNA Etb��, 3'ALUM.MULL ev` to MS Y�. ..CWS-836 - 8OF9 SEALANT BEHIND FIN BY OTHERS SHEATHING 7/8•MON.EDGE DIST. WINDOW WRAP [Cl BY OTHERS BY OTHERS 2 By WOOD BUCK 1-=MIN EMBEDMENT _ BY OTHERS [D) EXTERIOR FINISH _�- - - [A) BY OTHERS a _: _ =- MTALLATION ANCHOR, N10 WOOD ANCHOR WITH By INSTTAALLERSEALANT-� eo INTEGRATED WASHER(CI 13/8' 2 BY WOOD BUCK o a (MIN.EMBEDMENT)(C) BY OTHERS LAI SEALANT ALONG OUTSIDE EXPOSED _ _ EDGE OF MULL BAR \ Zr MIN EDGE DIST — __,' MULL BAR CUP (SEE NOTE 2) INSTALLATION ANCHOR, SHEATHING ` —— 610 WOOD ANCHOR WITH BY OTHERS INTEGRATED WASHER (C) - - - MULL BAR CLIP EXTERIOR FINSH�:.�.•e (SFE NOTE 2) 3'VERTICIL BY OTHERS w _ 3'HORI MULL BAR MULL BAR SEALANT BEHIND SEALANT ALONG FIN BY OTHERS SEALANT EXPOSED �VERTOAL MULL HEAD SECTION EDGE OF MULL BAR 8 NF WINDOW WRAP BYOTHERS PERIMETER SEALANT BY INSTALLER MULL BAR CUP SECTION(DR--M ULL JAMB 3"VERTICAL (SEE ROTE RAME(WOOD) MULL BAR JAMB SHOWN HEAD 8 SILL SIMLIAR I /f INSTALLATION ANCHOR, #10 WOOD ANCHOR WITH — _— INTEGRATED WASHER(C] OUTLINE ALONG REFERENCE NOTES: OUTSIDE EXPOSED 2 BY WOOD BUCK EDGE OF MULL BAR BY OTHERS(A) A SEE NOTE 10,SHT 1 B SEE NOTE 1,SHT 2 WINDOW WRAP NOTE: C SEE NOTE 2,BHT 2 BY OTHERS •g a T 1.RECESS RETRO LnJUJO t CUP 1/4•MN(FOR CLEARANCE OF WINDOW UNIT WHEN INSTALLED. PERIMETER SEALANT e• (MIN.EMBEDMFSIT)[C) 2.FOUR(4)ANCHOR SCREWS REOUIRED PER MULLION CUP FOR INSTALLATION. BY INSTALLER a e•°a LUCAS A.TURNER.FL P.E.58201 SEALANT BEHIND A.i. 7A1'MIN.EDGE DIST. ,�R�HUIu►Ob ;v- FIN BY OTHERS (C) 4gP"ppLORf W 4jsi� EXTERIOR FINISH �•O �• F••y�•� ' 'w"WIND01Y5♦k DODRS BY OTHERS :J.: No SB101 '�P: 1900 SW 44TH AVE. �VEATICAL MULL SECTION SHEATHING ` 'a; 4 'f Z OCALA,FLORIDA 34474 OTHERSBY y ;a a ` MULL CLIP/WOOD INSTALL DETAILS-3'WB STATE OF *(a IMPACT MULL BAR PROPRIETARY AND 10/28/2012 ��T•.� � • ADE 09/27/2012 THE WORMATION CONTANED IN THIS MAWINO tS THE SOLE PROPERTY OF CUSTOM LL Wp`ODW SYSTEM-`NG-AW R � PART sARWHOLE 'nrE ��ss ONAC��G�?,, 3'ALUM.MULL AL NTS WG CWS 836 9OF9 a e Dec 05 2013 8:20PM HP Fax page 1 �Ifllll fflfl Iflll full Iflfl�Ilil lflfl Ifll Iffl NOTICE OF COMMENCEMENT CFH 2-013ROS4810S A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTIOIQR 8l: 28882 Ps 2485 t Q p s? RECORDED 10124/2013 14:30921 HARVL'f RUVI NY CLERK OF COURT PERMIT No. f 60 TAX FOLIO NO.�I�•�ZO(' ;V_Z%DW'A MIAMI-DBADE COUNTY•r FLORIDA LEAST f'AOE STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements wilt be made to certain real property, and in accordance with Chapter 713, Florida Statutes,the following information is provided r1 this Notice of Commencement. 1. Legal description of prop"And street I address., 2. Description of improvement: 3. OW+Tw(s)name and address: s, Interest in property: pvt� Name and address of fes simpls titiewder. 4. Contractor's name and address: sT+I� 7G S. Surety: (Payment b nd required by ownerfrnm contractor, if any) Name and.Address: Amount of bond$ 6. Lenders 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 and Address: 8. In additlon to himself, Owners designates the following person(s)to receive a copy of the Lienor's Notice as provided In Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recordIng unless a different date is spedfied) S' u of Owner —Mint Owner's Name 4 VIJ Jeri *pt Prepared Sworn to and subscribed before me this,'T day , 20 Notary"Publl Address: Print Notary's Na ER My commission pines: • My Comm.Expires May 24,2016 ati��'Y A;• Cammtsaion 4a EE 241756 IloMad Th"O Nflinnat Narary Asan. Dec 05 2013 8:20PM HP Fax page 2 Miami Shores Village 10050 N.E.2nd Avenue NE Miami Shores,FL 331384000 ......:....._.,:_.:.. . ., Phone: (305)795-2204 5 Expiration: 04122!2014 ProjeCtAddreas Parcel Number Applicant 9350 NE 9 Place 1132060070040 Miami Shores, FL 33136- Block: Lot: LUIS ARTIEDA Owner InfiDmation Address Rhone Cep LUIS ARTIEDA 9350 NE 9 Place MIAMI SHORES FL 33138-2972 9350 NE 9 Place MIAMI SHORES FL 33138-2972 Contractors) Phone Cell Phone MONSTER CONSTRUCTION INC (561)243-7970 Valuation: $ 10,500.00 Totai'Sq Feet: 00 Type of Work:INSTALL NEW IMPACT WINDOWS No of Openings:12 Available Inspections: Additional Info:IMPACT Inspection Type: Classification:Residential Window DoorAttachmerrt Scanning:5 Final Review Building Review Structural Review Structural Review Structural FFees Duo Amount Pa Date Pa Type Amt Paid Amt Due F $e.eo PR Fee 53.30 Invoice# WS9-13-49218 Fee $3.3010/24/2013 Check#2491 $329.20 $Sp,Op cation Surcharge $-20 09!24/2013 Ohack# 2417 $ 50.00 $0.00 Permit F $x.00 Plan Rem Fee(Engineer) $40 00 Pian RevI°�Fee(Engineer) $80.00 ScanningFAe $15.00 Technology Fee 4 e $8.00 Total:; $3799 0 a. T-- APPA-Cant Copy Finspections, Call (305) 762-4949 or Log on at https://bldg.miamishoresvillage.com/cap/. Requests must be received by 3 pm for following day inspections. NOTICE: In adto the addltloni restrictio requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER tc5ons applicable to this property that may be found In GOV03NMENTA . ENTITIES SUCH AS WATER MANAGEMENT the publliccords of this county. DISTRICTS,STATE AGENCIES,OR FEDERAL AGENCIES. October 24, 2013 2