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RC-12-389
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 170768 Permit Number: RC -3 -12 -389 Scheduled Inspection Date: August 17, 2012 Inspector: Rodriguez, Jorge Owner: INVESTORS LLC, SLP RESIDENTIAL Job Address: 54 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: BLANCO DESIGN INC Permit Type: Residential Construction Inspection Type: Final Work Classification: Addition /Alteration Phone Number (954)243 -8197 Parcel Number 1132060131210 Phone: (954)243 -8197 Building Department Comments NEW INTERIOR RECONFIGURATION, DRYWALL REPAIRS, KITCHEN REMODEL & BATHROOM REMODEL & POWDER ROOM RECONFIGURATION. Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments August 16, 2012 For Inspections please call: (305)762 -4949 Page 2 of 17 11 `i ZA012 — UI DING PERMIT APPLICATION FBC 20M. Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): S Le tes►a? i�tt 3NV irrkeS Phone#: t 3 $ �86a 0 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 �noe maaam, Permit No. 11— Mal Master Permit No. Address: /o1-0 t ti LJ DNt? . ono City: 1,4 t7AvMi State: �Ft„ Tenant/Lessee Name: Seta SAVVI o1.txtte, Email: ' rrOA Olat-re Q. Llcthoo . cflv 4 JOB ADDRESS: i9 we"" 100 Sr City: Miami Shores Folio/Parcel #: Is the Building Historically Designated: Yes Zip: 33131 Phone #: c1c4 2`i31t 97. County: Miami Dade Zip: NO X Flood Zone: 16(0.. O CONTRACTOR: Company Name: TACA.AGO 'Dean "1:1 AC Address: 10Cb K j1 AsJe . /NO City: `t4telvA7% State: .-7-FL Qualifier Name: . e,1OGtsi CkA 6104/4-e Phone #: a"5412'M1 %►I- or ZZ3 0110 Zip: S3l3t Phone#: 95"4 214 Si ct 1. State Certification or Registration #: CthL 12.S e* Oct Certificate of Competency #: Contact Phone #: Vti Z 3 8/ 94- Email Address: 01 Witt @ b1AV O aQ • CAS G • 23 0•6 DESIGNER: Architect/Engineer: uSTOMO s CArboe1e(l ?. Or . Phone #: Gall N c1 / y sir Value of Work for this Permit: $ Ot7 0 (am) Square/Linear Footage of Work: - WO $ .• Type of Work: OAddition jSIAlteration ONew ItRepair/Replace )El,pemolition Description of Work: l7etAtt*ti AJ CO 2 "tie IcI%S, dam- 4 1 15104 , Ki<rCMen co 1e'c s 4' S►1vMQ. i44 66;44/114- fA111101$ . &� 0isti i is ►,rrf 2 90k0014.11 1. wen, tar A 0. Nrew f (. awn i (Q MO(k.l tit -Chen Neity can-vs- Q _ cxmruo , (Nu1n,►fry / pktrt Pi:iAeV% 19144"1) 11• stew iwT tiw► 0 cy(ay. - J .five. icarnbie4 0.4.A menr (Zeetv(e F.x.rt,+te i in oee. tiovrth Oce- eta•ns ) 1".'""1 qr*** VM Ori. W t »Ow 17cOvC5 i2P lA- t 4 a.) Submittal Fee $ Permit Fee $ �,•] t� CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ (D 1 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, BOTT.ERS, HEATERS, TANKS and AIR CONDI'T'IONERS, ETC OWNER'S AFFIDAVIT: 1 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 attachm'nt. Also, a rt / copy of the recorded notice of commence ' ' . sted at the job site inspection will no z if;""), ee will be charged. for the first inspection which , `'s s d aft the building permit is issued n the abse h posted notice, the re -44 Signature Id r Signat � or Agent 'r Contractor % �j The foregoing g instrument was acknowledged before me this l ( The foregoing instrument was acknowledged before me this / . day of �/1/L , 20 it, by 51i 3431/ otailic, day of L , 20 J1---;by 5✓�( A37/ 6-4.4- who is personally known to me or who has produced 1 % who is personally known to me or who has produced 6-1 As identification and who did take an oath. Sign: Print: My Commission Expires: APPROVED BY a . •. ---- . w Q T - .v•,, i � O O W �= • .. .. "2' el •iI Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) as identification andgtajOe an oath. .... . b ' NOTARY PUBM.IC: Sign:. Print: My Commission Expires: Zoning Clerk r THIS INSTRUMENT PREPARED BY AND RETURN T0: Florida Trust Tide Services, Inc. 255 University Drive Coral Gelder. Florida 33134 Our File No.: 1201812 Plopesty Appraisers Parcel Idendflc don (Folio) Ntaebcm 172231407-0460 SPACE ABOVE IES LINE FOR REORDe G DMA 1111111 1111111111 111111111111111 I l l l l 1111 1111 CFN 201280167810 OR Bk 28026 Pc 0294; (111n) RECORDED 03/08/2012 14:00:10 DEED DOC TAX 1,350.00 HARVEY RUVIH► CLERK OF COURT ftAMI -DARE COUNTY, FLORIDA LAST PAGE WARRANTYDEED THIS WARRANTY DEED, made the *I day of Merck 2012 by SLP Residential Investors. 1.1 c. A Texas Limited Uabltky Company, herein celled the grantor, to Philip G. Smyth and Marcia A. Smyth. HUSBAND AND WIFE whose post office address is 845 N.E. 116th Street, Biscayne Pair. Florida 33161. hereinafter called the Grantees Meow u s e d h w a t n the wow " g m o o r • and ' s a u c e • r i d e aQ the p ada to :kb insaunsent and the donee lqa, elf htdhdditals and the mecum emd efeo 1 W I T N E S S E T Ht That the grantor, for and Inc onside radon of the Sao of TEN AND 00/100'S 1510.00) Defiers and other valuable conskidatkos, receipt whereof is hereby acknowledged. hereby Jam. bargains, sells. aliens. ,endues releases. conveys and confirms use the grantee all that certain land situate to MEand.Dade County. Sate of Florida, viz.: Lot 48, Block 25, Griffins Biscayne Park Estates Resabdlvsion of Blocks 25 and 26. according to the map or plat thereof, as recorded In Plat Bookie, at Page 80. of the Public Records of Miand- Dade County. Florida. Subject to atean ats, r santd reservations of record and to taxes tor the year 2012 and tber. ea ar. TOGETHER, with ail the tenements. hesolitaments and appurtenances thereto belongbig or in anywiseappenabdag. TO HAVE AND TO HOLD, the soar in fee simlde forever. AND, the grantor heathy cowmains with said mama that die maned is lawfully seized of said land in fee slap* the the grantor has good right and lawful authority to sell and canny said lard. ad hereby warrants the title to said land and will defend the same against the lawful claims of tell parsons whomsoever: add that sent land is free of all encumbrances, except axes accruing subsequent to December 31, 2012. IN WITNESS WHEREOF. the odd grafter has signed and sealed these presents the day and year first above written. Signed, sealed delivered in the presence of: Witness 02 Printed Name STATE OF FLORIDA COUNTY OF Mlami•Dade The foregoing instrument was arknowledgcd before me this President of SLP Residential Investors. LLC, A Torras Limbed ia personally knovmameor bas produced 'PRi 'J. 1,tC SEAL arm """`% Kelly Joanne Amerada 3e fl MAu ION #EE117952 54.�; EXPIRES: AUG. 01,2015 My , o Pe F WWW.AARONNOTARrtr* 811 IS • • e 4120 W. Spring Creek Pkwy.0100 Plano, TX 75024 3_,Olarte day of March, 2012 by Sebastian W Vied i Liability Cry on belalf of the corp s. He1She as idenslf radon. Pee Ne.: 12.1612 Book28026 /Page294 CFN #20120167810 Page 1 of 1 - AMENDMENT OF OPERATING AGREEMENT AND CONSENT OP THE MANAGER OF SLP RESIDENTIAL INVESTORS LLC The undersigned, Stone -Lewis Properties, a Texas joint venture ( "Member'', being the sole Member of SLP Residential Investors LLC, a Texas limited liability company (the "Company "), hereby amends the operating agreement of the Company dated as of March 16, 2011 ( "Company Agreement ") as set forth below; and the undersigned, R. Scott Stone ("Manager "), being the sole Manager of the Company, acting pursuant to the provisions of the Texas Business Organizations Code ( "TBOC ") hereby gives written consent to the adoption of, and does hereby adopt, the following resolutions, which resolutions shall be doomed to have been approved and adopted to the same extent and to have the same force and effect as if adopted at a formal meeting of the Manager duly called and held for the purpose of transacting the business of the Company: Amendment of the Company Agreement. The Member hereby amends the Company Agreement to authorize the Manager, from time to time, to designate one or more persons to be officers of the Company. No officer need be a member or a manager of the Company. Any officers so designated shall have such authority and perform such duties as the Manager may, from time to time, delegate to them. The Manager may assign titles to particular officers. Unless the Manager decides otherwise, if the officer title is one commonly used for officers of a business corporation formed under the TBOC, the assignment of such title shall constitute the delegation to such officer ofthe authority and duties that are normally associated with that office, subject to any specific delegation of authority and duties, and subject to any limitations on such authority, as is made to such officer by the Manager, Each officer shall hold office until his successor shall be duly designated and shall qualify, or until his death, or until he shall resign, or until he is removed by the Manager. Any number of offices may be held by the same Person. The salaries or other compensation, if any, of the officers of the Company shall be fixed from time to time by the Manager. Manager Resolutions RESOLVED: that the Manager hereby appoints the following persons to the offices of the Company set . forth below, each person to bold such office until his successor shall be duly designated and shall qualify, or until his death, or until he shall resign, or until he is removed by the Manager: President R. Scott Stone Vice President Sebastian Orlata Secretary R. Scott Stone RESOLVED FURTHER: in addition to the authority and duties customarily associated with the office of President and Vice President in the TBOC, the Manager hereby authorizes the 2 /T'd L280L2StS6T:01 -1- 1:1 CLIENT -MIMARIY!R\TDI 1UNANCONS.IJ R TOS6S68028 SS36dX3 AHaI1OH :WO?id 0560 TT02 -9 -AUW President and/or any Vice President, in his aforesaid capacity and on behalf of the Company, and each acting alone and without the necessity of joinder. by the other and without the necessity of attestation by the Secretary or the affixture of a company seal, to take such actions as are reasonable and appropriate with respect to (i) opening one or more Company bank accounts, with both the President and the Vice President having signature authority thereon, but with each having full authority to sign checks and to execute documents with respect to the bank accounts without joinder of the other, and (ii) executing such contracts as the officer deems to be necessary or appropriate for the purchase and ownership of real property, for the repairs and renovations of such real property, and for the operation, lease, and/or sale of such real property; and RESOLVED FURTHER: That the President or any Vice President of the Company, without the necessity of attestation by the Secretary or the affixture of a company seal, be, and each hereby is, authorized and directed, in his aforesaid capacity and on behalf of the Company, to execute alt other documents, certificates, agreements, consents, receipts, waivers and notices of every kind whatsoever and to take any and all other action of any kind whatsoever as such officers may, in their discretion, approve as being reasonably appropriate to effectuate the intents and purposes of these resolutions, and any and all acts heretofore taken by the aforesaid officers on behalf of the Company to effectuate the intents and purposes of these resolutions arc hereby ratified and confirmed as the acts and deeds of the Company. EXECUTED effective as of the Li day of May 2011. $BMB.ER.: Stone -Lewis Properties, a Texas joint venture Sole Member of the Company By: R. Scott Stone Managing Joint Venturer MANAGER: F4u2- R. Scott Stone Sole Manager of the Company -2. h\ C6dIiNTMBVIASTERVIDIAUNANCONS .Dlk 2' d LS80L20,S6T:Ol TOS6S680E8 SS38dX3 AU I1OH ;WOdd TT :60 TT02 -9 -AUW PERMIT # 17--- 361 CONTRACTOR: 67 0 OeS Y SUBMITTAL DATE: oty CiA (a % O 2_ ADDRESS: q- w i - NAME: t/Cst iou O l o/ RESUBMITAL DATES: PROJECT TYPE: ) \( fk' U I /- *al\IQCk_ir ZONING FIRE STRUCTURAL IMPACT FEES ELECTRICAL HRS /DERM &I 3_,_(--z__ PLUMBING ` 3 -(2--- NOC \\ \ \ ` ‘ ‘ 1 / 1,/,)111 MECH CAL Y BLD 1 +; r * * * * * * * * * * * * * * * * * * * * MIAMI-DADE COUNTY TAX COLLECTOR 140 W. Flagler Street Miami, Florida 33130 Please keep your receipt for future reference. Thank you and have a nice day. 10/26/2011 1300/223/O01TRAA 0006 -0001 Last Seq. #:0001 WI LBT # :00 716780 -2 Local Business Tax $45.00 CK $45.00 CHANGE $0.00 MIAMI-DADE COUNTY TAX COLLECTOR LOCAL BUSINESS TAX SECTION 140 W. Flagler St. 1st Floor Miami, Florida 33130 TEMPORARY RECEIPT 2011 -2012• LOCAL BUSINESS. TAX Local Business Tax #:00716780 -2 State /CC #:CBC1258709 Issued to: BLANCO DESIGN INC Type of Business: GENERAL BUILDING CONTRACTOR THIS RECEIPT IS ISSUED AS EVIDENCE OF PAYMENT FOR YOUR LOCAL BUSINESS TAX OR PERMIT. YOUR OFFICIAL RECEIPT WILL BE MAILED TO YOU WITHIN 10 DAYS FROM THE VALIDATION DATE ON THIS RECEIPT. Payment Received as Certified Above Miami -Dade County Tax Collector STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487 -1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 OLARTE, SEBASTIAN R BLANCO DESIGN, INC 1050 BRICKELL AVENUE SUITE #1810 MIAMI FL 33131 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. 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.myflorldalicense.com There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly stove to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE - BATC,i -0'YMB!ZR 09-19-2011 JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES SDIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: PERSON: 09/19/2011 EXPIRATION DATE: 09/18/2013 OLARTE SEBASTIAN R FEIN: 272267402 BUSINESS NAME AND ADDRESS: BLANCO DESIGN INC 1050 BRICKELL AVE UNIT 1810 MIAMI FL 33131 SCOPES OF BUSINESS OR TRADE: 1- BUILDING CONTRACTOR 2- CONSTRUCTION * IMPORTANT: Pursuant to Chapter 440 . 05(14). F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413 -1609 MC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS COMPENSATION LAW EFFECTIVE 09/19/2011 EXPIRATION DATE: PERSON: SEBASTIAN R OLARTE FEIN: 272287402 BUSINESS NAME AND ADDRESS: BLANCO DESIGN INC 1050 BRICKELL AVE UNIT 1810 MIAMI, FL 33131 SCOPE OF BUSINESS OR TRADE 1- BUILDING CONTRACTOR 2- CONSTRUCTION 09/18/2013 IMPORTANT Pursuant to Chapter 440.05(14),' F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election L under this section may not recover benefits or compensation under this D chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be H exempt.. apply only within the scope of the business or trade listed on E the notice of election to be exempt R E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413 -1609 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. OWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 Mar 06 12 02:38p Westland South Insur A41:411111111 ••■46.* PRODUCER 3055932533 p.1 Westland South Insurance 2608 NW 97th Ave MIAMI, FL 33172 INSURED BLANCO DESIGN,INC 1050 BRICKELL AVENUE#1810 MIAMI FL 33131 • DATE (MINDD/TY) 3/8)2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COMPANY A COMPANY COMPANY C COMPANIES AFFORDING COVERAGE GRANADA INSURANCE COMPANY COMPANY D At& 4W .0.,$.:slitti,A1, data. tiONAHL, ir.1416 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. UNITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPE OF INSURANCE POLICY NUMBER I GENERAL LIABILITY 1:2 COMMERCIAL GENERAL LIABILITY 0185FL57298 LAMS MAD a E101 OCCUR. , O'WNER'S a CONTRACTOR'S PROT, AUTOMOBILE UABILITY ANY AUTO ALL OWNED AUTOS CD SCHEDULED AUTOS HIRED AUTOS NON-OWNED AUTOS POUCY EFFECTIVE POLICY EXPIRATION DATE (VIMIDINYY) DATE (MM/DONY) LIMITS 500,000 9113/2011 9113/2012 PRODUCTS -COMP/OP AGO PERSONAL & ADV. INJURY EACH OCCURRENCE FIRE DAMAGE (Arry one Flre) MED EXP (Any one person) 500,000 500 100,000 5,000 000 GARAGE LIABILITY ANY AUTO COMBINED SINGLE umrr BODILY INJURY (Per person) BODILY LNJURY (Per accident) PROPERTY DAMAGE AUTO ONLY - EA ACCIDENT OTHER THAN AUTO ONLY: EACH ACCIDENT • EXCESS LIABILITY UMBRELLA FORM OTHER THAN UMBRELLA FORM WORKERS COMPENSATION AND E/APLOYF.FOr LLABIUTY T-IE PROPRIETOR/ PARTNERS/EXECUTIVE OFFICERS ARE: AGGREGATE EACH OCCURRENCE INCL EXCL STATUTORY LIMBS EACH ACCIDENT DISEASE - PCUCY UNIT DISEASE- EACH EMPLOYEE DESCRIPTION OF OPERATIONS/LOOATIONSNEHICLES/SPECIAL ITEMS GENERAL CONTRACTOR MIAMI SHORE VILLAGE :•1„zipal Val utom SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENT REPRESENTATIVES. AUTHORIZED REPRP-SENTATIVE GEORGEA . DON : - • . MN nantgati faSignIMattc• MOM MERMOIL . . . 03/14/2012 16:37 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES Il001 * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TRANSMISSION OK TX /RX NO 2335 RECIPIENT ADDRESS 919545270857 DESTINATION ID ST. TIME 03/14 16:36 TIME USE 00'51 PAGES SENT 2 RESULT OK Permit No: 12 -389 Job Name: March 14, 2012 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Provide corrections for Electric. 2) Provide the wind load design criteria. 3) Provide energy calculations for altered area. 4) Plans must show insulation requirements in altered areas. 5) The plans show that there are no interior bearing walls but the structure is beam and joist construction. Identify the jobt bearing in the area of alteration. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 &lv Ac--/(3 L_- 4- (5UN1E.Ll__ FAX — 5a-) -- O�s5 03/14/2012 16:30 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES 1 1001 * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TRANSMISSION OK TX /RX NO 2331 RECIPIENT ADDRESS 919545270857 DESTINATION ID ST. TIME 03/14 16:28 TIME USE 01'32 PAGES SENT 2 RESULT OK Permit No: 12 -389 Job Name: March 14, 2012 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Provide corrections for Electric. 2) Provide the wind load design criteria. 3) Provide energy calculations for altered area. 4) Plans must show insulation requirements in altered areas. 5) The plans show that there are no interior bearing walls but the structure is beam and joist construction. Identify the joist bearing in the area of alteration. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305- 762 -4859 Permit No: 12 -389 Job Name: March 14, 2012 Miami Shores Vivage Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1/1) Provide corrections for Electric. Provide the wind load design criteria. `S. 3) Provide energy calculations for altered area. (14 c ecA1 OF N/C kCE� • 4 Nk vftt- Mau"." ✓4) Plans must show insulation requirements in altered areas. u,5) The plans show that there are no interior bearing walls but the structure is beam and joist construction. Identify the joist bearing in the area of alteration. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 &tom) b oNgi -L-1-- PERMIT tee I, o Contractor o Owner o Architect 5g9 Miamj Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT DATE: V1� Address: From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: 11 a ,I 2 PERMIT CLERK INITIAL: „a_ NOTICE OF COMMENCEMENT A RECORDED COPY `MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. RC. t L. 5e l TAX FOUO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 111111111111 11111 11111 11111 1111111111 1111 1111 CFIH 2012R0264999 OR Bk 28073 Ps 0886 (1ps'r RECORDED 04/13/2012 16:07:20 HARVEY RUVIN, CLERK OF COURT fIAIII -DADE COUNTY, FLORIDA LAST PAGE ' A Space above reserved for use of recording office 1. Legal description of property and street/address: Ne 1 okt•Ar `�?: 3 ) �2. Description of improvement: RPr o e �iprit1Ri02 Cif 'Ir+ 2e. , YY€c(cx)(5 , BSc. 1hS 110vi1t' 3. Owner(s) name and address: 'U' et�SidpVhTt(I -Tltit4¢ 25 — it1 SL1 �'c..rZ '11 )je # X10 t-iltkt�i\ fit 33131 Interest in property: . Name and address of fee simple titleholder. 4. Contractor's name, address and phone number v1 i 0 . ( Ali? ski 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. r"&- - Amount of bond $ >u A . 6. Lender's name and address: �� A 7. Persons within the State of Honda designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. � Mc-'>rw -' 6 & • 0 0 (cY Ni: ckeit .irl1� (Mlc.w••.: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. £L -ST.- 0\6,4. fox o r)rick t,1 �.� # /iv f 1/71 )i t 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANC , CONSULT WITH YOUR LENDER OR AN A ORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCE f �./ %+ Signature(s) •, Owne -) or Own- s1/1�'� /��r.� _ �• �� - �• .., er Prepared By %� d � Prepared By Print Name .� c� i. &� Print Name Title/Of lce U ice... f S1∎ e - T • Title /Office STATE OF FLORIDA �'jQ S'iCf1 o ` E- COUNTY OF MIAMI -DADE The for Ong instrument w a owledged before me this /3 day of %�2 /L By i%�/ P`4 l�lG'rO C /2 f .?,s/►' f� -n2tA t con frrce_. individually, or as for ❑ Personalty known, or ❑ produced the following type of identffica Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUAN TO SECTION 92.525. FLORIDA STA IDN Y Under penalties of perjury, I declare that 1 have read the foregoing l fL that the facts stated in it are true, to the best of my knowledge and belief. Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director, PACE MK cry off By B, 123.01-52 PAGE 9 3/10 nspection Number: INSP- 177399 Permit Number: MC -8 -12 -1546 j Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 -3Y1 Inspection Date: August 15, 2012 Inspector: Perez, JanPierre Owner: INVESTORS LLC, SLP RESIDENTIAL Job Address: 54 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ACV2 AIR CONDITIONING CORP Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number (954)243 -8197 Parcel Number 1132060131210 Phone: (305)557 -9041 Building Department Comments NEW RETURN TO EXISTING AIR HANDLER UNIT \ 1 S ) Y 7—, Passed Inspector Comments Fa iwy Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until August 15, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 Aug 151212:08p Yinet -Jorge 305 -557 -9041 p.2 08- 01-2012 JEFF ATWA'iER STATE OF FLORIDA CHIEF FINAt4crALOfefeicER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE 07120/2012 EXPIRATION DATE 07/20(2014 PERSON: ACEVEDO JORGE L FEIN: 204328933 BUSINESS NAME AND ADDRESS: ACV2 AIR CONDITIONING CORP 901 NW 132 PL MIAMI F[. 33 182 SCOPES OF BUSINESS OR TRADE 1— CONSTRUCTION OR ERECTION PERMA IMPORTANT: Pursuers to Chapter 440 . OSIf4► F.S., no officer of a corporation who elects exemption from this chapter by 'Wag a certificate of e.lectioa ender Ibis section may nut recover benefits or compoaagion under thin chapter. Parsmnt to Cheerer 440.05l12), F.S., Certificates df eleCtio4 to be exempt... apply only within the scope of the business or trade listed ea the notice of election to be exempt. Forums to chapter 440.05(13), F.S., Notices of electfert to be exempt and certificates of electiea le be a entpt Mall be subject to revecntion IL al eny time after the tiling of the notice or the issuance of the certificate, the person stood an the notice or certificate no longer meats the requirements of rids samba for dssaeace of a Certificate. the department shall revoke a certificate et nay time ter -tenons of the person earned 00 the certificate to meat the requirements of this section. DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 QUESTIONS? (850) 413 -1604 Aug 151212:09p Yinet -Jorge 305 -557 -9041 p.3 4 / 512212012 noCi'E 1NBcompicas r NO TheigammionSUREEIMADOSORINEONIEPIESEMINEOKIIROCIMENANDTHECEROFICIUMIDEIL . • MID C s'@EC �' !'1 �p .Jt '!l tC INOT 7 . team ' tlollCAThao aL rsvea PRA Estrella insulance„'132 9561 NSW 41 St. Mardi. FL33178 1114SU1RED ACV- 2 Air Conditioning Carp 13O1 NIA/ 132nd Place Miami 1:3..3SIS2 ' - TO — T —, :-mac- -. :7-7;7 r: _ _. _ . Eltt lMiH POLICY PERIOD Y�.A' 1 . AMY UMW OIL' rIOY IiT CEENROVE'lN►T$MISSZ OH` taffra MAYiHAVEESEiI BY Nl�i� 1.4SM8J6C�'C4 AiJ.'iiltwT�ir PAID OU Si& 1!'! CENERALAOGREGIUE i EN= 012GURABICE mom PRHII U$Y DYOU MEDEMPOWEVessiimpismodt z000,0 /�0s10 1,000.000 00 000.000 1,000,000 1 0004. 100.000 5.000 �•- DISURAN IS PURSUANT TO THE SURPLUS LINES LAW. PERSONS INSURED BYSURPLUS UIES CARRIERS 0 NOlEN/ U .NE PROTECTION OPINE FLORIDA GUARANTY lVr xO i exnEN CF J MINT OP RECOVERY •4- THE OBLIGATION °PAN ntscamern USi.. . SURPLUSLIINESIBISUINFErPOUDYRAIIIBMANDIFIORNISAMEMOWAPIPROWEDBVNIFFLORIDAREGIULATORY AGENCY- sumpanstiessAmorr c. CERTIFICATE HOLD ABOULIDAIIIMIMINIMMEDESCRISEDPGIENZESSEMINCELLED ONIPORESIIIIE IIIMIUMOINONMTHEIMENEVIICMCIEMIILL H+ EIELNENEDIII • - -Miarr :Shores villages, iIAtmR n".. He 0►.....- _ +1110:CO MMEI ' POUIV OINIL 1x050 N;E 2n.. 1.. :flA .sue Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 1 BY- ------------ -------- BUILDING Permit No. IX) MJ7 PERMIT APPLICATION Master Permit No. 02 FBC 20 Permit Type: MECHANICAL OWNER: Name (Fee Simple Titleholder): Phone #: (15.{ 7„4 ', %\ °1- Address: s\-i ti'C t 00 . — • City: 0-'k < c,to". , ° S ®.re.) State: -e"'\ Zip: q3 S Tenant/Lessee Name: 1 Phone #: Email: JOB ADDRESS : `,4 KDO City: Miami Shores County: Miami Dade Folio/Parcel #: Is the Building Historically Designated: Yes NO > Flood Zone: (N As Zip: (3°S 13� CONTRACTOR: Company Name: ky i &NA ��$7' 7j1 14471 V l `T Phone #: 1�� -4/(6 Address: 90 f Zia 60 Fes , P L City: State: Zip: Qualifier Name: Phone #: ; :3 i 1 State Certification or Registration #: (\./-it` /P/ 5 Certificate of Competency #: Contact Phone #: , ;`v5J 6 ("3 Email Address: 1/ Qi) 2J j y*A-11/00 DESIGNER: Architect/Engineer: zz Sm C-zr %1°' e. 1. \ n. • Phone #: t M q(a... • Value of Work for this Permit: $ O 0 Square/Linear Footage of Work: '2„.0 Type of Work: DAddress DAlteration Description of Work: 1•rrev eon) ft,80 ewrincLe- t— 44,%s DNew DRepair/Replace DDemolition U ** *** * ** * * ** ** * **** *a * *** * ** * ***� Dris******************************************** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ FEE NOW DUE $ 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 Fi.RCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition promise in good faith that a copy o whose property is subject to a for the insp to he issuance of a building permit with an estimated value exceeding $2500, the applicant must e notice of commencement and construction lien law brochure will be delivered to the person ent. Also, a certified copy of the recorded notice of commencement must be posted at the job site urs seven (7) days after the building permit is issued. In the absence of such posted notice, the and a reinspection fee will be charged. wner or Agent The foregoing instrument was acknowledged before me this 15 day ofAt16{!Sr , 20 l2, by.6AJTZ4t^/ 4LA117e , who is personally known to me or who has produced FL D(Z2VT. ?l L.rt ✓J' s identification and who did take an oath. NOTARY PUBLIC: Sign: Print: A13 L. OW? iEZ My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * * ** * * ** APPROVED BY Sign Contractor The foregoing instrument was acknowledged before me this 6 day ofiever s r , 20 (2, by 75-0e45 ,ACFLiO who is personally known to me or who has produced FL 4•zC��t'J� T. � as identification and who did take an oath. NOTARY PUBLIC: ASSELCORTEZ Sign: 4? Notary Public - State of Flit, 1 My Comm. Expires Jun 23, 2015 M �,.. Commission # EE 1060My C AZS 7 L CO4 mmission Expires: • RTEZ __ Notary Public - State of Fk Jun 23, Commission # EE 10601 * * ** * *e+x*** ** *a ************************ ** * * * * * *** ** *ea * *e *** **** ** **** 15 lv Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC200.7 Permit Type: BUILDING ROOFING Permit No. Master Permit N OWNER: Name (Fee Simple Titleholder): es2Y ° 11 c.. \ VeSTWS LJ. Phone #: Address: 101-0 e- °etc) -2U3 81 IT ;•86- 223 0863 City: M \ State: Tenant/Lessee Name: . 0.4.4.-✓t Phone #: Email: sr - c a -motet tkk.A ®o . C . JOB ADDRESS: S t-4 City: Miami Shores County: Miami Dade Zip: '33131 Folio/Parcel #: Zip: ©(sN 742, VI \* Is the Building Historically Designated: Yes CONTRACTOR: Company Name: Address: /05 0 F3✓i �tel l City: tkCew' Qualifier Name: Se.- "-- -sr■,ot,fA NO • Flood Zone: env‘ . Phone #: `tat °I{ -9-2;40- 72.-60A; .kle t Irlv , State: Zip: 33t\ L. Cto�f -F-t Phone#: '154 2'.i 81 y-1- State Certification „ or. Registration #: 0k Certificate of Competency #: Contact Phone#: r477 ha Email Address: :ca)- �YLTk' �1CO O\(\ Co • COw''L DESIGNER: ArchitePtt/Engin�eer 0ta63 4i1vYit+iVO cs”. Eel ,nel` ‘94\ . Phone #: cts14 4°14 420 Value of Work for this Permit: $ 1 2.'000 Square/Linear Footage of Work: 1\JA6c- Type of Work: OAddition OAlteration ONew ORepair/Replace ODemolition Description of Work: Roo Igt2 MQ/11 OF i 2. rkYftV1q Vuwt,.ciOW wl 961- A"Potc -r. (SPA tt - 1)(1t- Z) itfIGcPetCm- of 2 eionv� t700 a.5 w/ w`l Paci- OttS ( , �-ti) (A -z) - oNt: 1Jrw .( c`N M c, =Cb 2 New wi h avvo ^►EN MAj 'Y1; (50vCl . , 522 A -1 - rte, New AxotAe 1 04.cr tto✓LS PAC -^1 UPP2Ath **** ****+ x****** ********+ x*******+ x***+ x*** Fees*x: ******* **** ** ****:******* ** **** * **** x:u+x*** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ ° J •� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated 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 m b posted at the job site inspection will and a reinspection fee will charged. for the first inspection w > occurs seven (7) days after the building permit is issued. L n/- f �, such #o e Signature Signature Contractor The fore ins i strument was . ': o led : ; d before s The foreg ins ment was ac ,. w1- It.v 1 , - fore me , . day s 1 > 201 by .'1. /. /Il� � .f day o � , 20 by ' `%/ 1.1 1 /.' who i s p-r. .11y known to me or who has produced (i ojisyer(son'a11�ly known to me or who has produced I' • As identification and who did take an oath. 1. 1 U 2...O ./ as identification and who did take an oath. NOTARY PUBLIC: • • Sign: Print: My Commission Expires: • NOTA ' P . t LIC: Sign: Print: My Commission CLP��tAV. state of Fto�' Notary ' Xp1.(es e a . rcy ((1• 1'L •? MY nommissthNat�o atNotaty Ass �r9n'yl tp� Qonded Zhtoo9 * * * * * * * * * * * * * * * * * * * * * * * - -. ***************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY Plans Examiner *'' * * * * * * * * * * * * * * * * * ** Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 a- s Inspection Number: INSP - 170789 Permit Number: PL -3 -12 -391 Scheduled Inspection Date: June 27, 2012 Inspector: Hernandez, Rafael Owner: INVESTORS LLC, SLP RESIDENTIAL Job Address: 54 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: DIAZ & RUSSELL CORP Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number (954)243 -8197 Parcel Number 1132060131210 Building Department Comments NEW PLUMBING FOR INTERIOR REMODEL Passed I. Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments missing permit card June 26, 2012 For Inspections please call: (305)762 -4949 Page 7 of 36 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 170789 Permit Number: PL -3 -12 -391 Scheduled Inspection Date: June 20, 2012 Inspector: Hernandez, Rafael Owner: INVESTORS LLC, SLP RESIDENTIAL Job Address: 54 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: DIAZ & RUSSELL CORP Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number (954)243 -8197 Parcel Number 1132060131210 Building Department Comments NEW PLUMBING FOR INTERIOR REMODEL Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments June 19, 2012 For Inspections please call: (305)762 -4949 Page 2 of 14 Inspection History Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Project: BARRY UNIVERSITY Owner: BARRY UNIVERSITY Phone: Job Address: 11300 2 Avenue NEW DORM Parcel: 1121360010160 -37 Miami Shores, FL 33138 -0000 Block: Lot: Scheduled Ins • # Ins • ection T 06/15/2012 INSP- 163487 Final Ins • ection Status APPROVED FIRE SPRINKLER SYSTEM PLEASE PICK UP RE- CERTIFICATION FROM MIAMI DADE Ins • ector Date Com • leted Rafael Hernandez 6/18/2012 Thursday, June 21, 2012 Page 1 of 1 INSPECTION RECORD Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 POST ON SITE Permit NO. CC -8 -11 -1518 INSPECTION REQUESTS: (305)762 -4949 or Log on at https : / /bIdg.miamishoresvillage.com /cap REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day inspections. Commercial Construction Parcel #:1121360010160 -37 Owner's Name: BARRY UNIVERSITY Job Address: 11300 NE 2 AvenueSuite: NEW DORM Bond Number: JVliami Shores. FL 33138 -0000 Owner's Phone: Total Square Feet: 70000 Total Job Valuation: $ 100,000.00 Contractor(s) Phone Primary Contractor SUMMERS FIRE SPRINKLERS (561)393 -6718 Yes WORK IS ALLOWED MONDAY THROUGH SATURDAY, 7:30AM - 6:OOPM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO BUILDING INSPECTIONS DONE ON FRIDAY. TihS MST ON JOB AT TIME OF ?-4 PEC TION NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANTS RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Backflow Preventor INSPECTION RECD Foundation Stemwall Slab Columns (1st Lift) Columns (2nd Lift) Tie Beam Truss/Rafters Roof Sheathing Bucks Windows /Doors Interior Framing Insulation Ceiling Grid Drywall Firewall Wire Lath Pool Steel Pool Deck Final Pool Final Fence Screen Enclosure Driveway Driveway Base Tin Cao Roof in .. Mop in Progress Final Roof Shutters Attachment Rails and Guardrails ADA com • liance FINAL DOCUMENTS Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS ZONING INSPECTION Zonin. Final DATE INSP ZONING COMMENTS ELECTRICAL INSPECTION�� Tem,.or. . Pole DATE INSP 30 Da Tem•ore Pool Bondin Pool Deck Bondin Pool Wet Niche Under. round Footer Ground Slab Wall Rou.h Ceiling Rough Rough Tele•hone Rou.h Tele.hone Final TV Final Cable Rou.h Cable Final intercom Rough Intercom Final Alarm Final Fire Alarm Rough Fire Alarm Final Service Work With FINAL ELECTRICAL COMMENTS FIRE:' PLUMBING INSPECTION Rough Water Service DATE INSP Roof Drains Gas LP Tank Well Main Drain Pool Pi in lnterce •tor Catch Basins Condensate Drains HRS Final PLUMBING COMMENTS INSPECTION Underground Pipe ANICAL DATE INSP Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum FINAL MECHANICAL COMMENTS Miami -Dade county Building Department e- Permitting Search: tam : .® . • ov Page 1 of 2 R dent FIRE DEPARTMENT PERMIT AND INSPECTION RECORD 06/06/2012 MUNICIPAL NO.2011- 052787 FOLIO: 1121360010160 JOB SITE ADDRESS 11441 NW 2 AVE PROPOSED USE SCHOOL BUILDINGS /INST NEW SPRINKLER LEGAL NEW MIAMI SHORES ESTS PB 51 -80 LOT 16 BLK 1 APPLICATION TYPE ALTER INTERIOR 20000 SQFT 1 UNITS 1 FLOORS OWNER NAME BARRY UNIVERSITY INC CONTRACTOR QUALIFIER PERMIT TYPE FIRE CATEGORIES 0032 FIRE SPRINKLERS inass ' Employe@ DATE: 6/06/2012 PROCESS NUMBER: M2011008158 NEW *AMOUNT PAID 1825.80 FIRE 70000 ALTERATIONS & 147.00 FIRE 1 SPRINKLER UPF 170.00 FIRE 685 ROUGH INSP -FI 464.40 FIRE 685 FIRE SUPP TES 504.40 FIRE 1 BACKFLOW TEST 70.00 FIRE 1 UNDERGROUND T 210.00 FRWK 1396 1ST FIRE MAJO 600.00 UPMU 1 UPFRONT FEE F 25.00 8/15/2011 08:44 NWHITE 281108150007 CENTRAL 1825.80 FIRE DEPARTMENT PERMIT AND INSPECTION RECORD 06/06/2012 MUNICIPAL NO.2011- 052787 PROCESS NO. M2011008158 FOLIO: 1121360010160 JOB SITE ADDRESS 11441 NW 2 AVE PROPOSED USE SCHOOL BUILDINGS /INST NEW SPRINKLER REQUIRED INSPECTIONS INIT DATE FIRE 0032 FIRE SPRINKLERS 200 FIRE HYDRANTS 201 FIRE UNDERGROUND 202 FIRE PRESSURE TEST 206 FIRE ROUGH 207 FIRE PUMP PERFORMANCE TEST 210 FIRE STANDPIPE 215 FIRE FLUSH 209 FIRE FINAL FIRE DEPARTMENT PERMIT AND INSPECTION RECORD 06/06/2012 MUNICIPAL NO.2011- 052787 PROCESS NO. M2011008158 FOLIO: 1121360010160 JOB SITE ADDRESS 11441 NW 2 AVE PROPOSED USE SCHOOL BUILDINGS /INST NEW SPRINKLER INSP INSP INSPECTION DISP RESULT INSP TYPE DATE I----- - - - - -- COMMENTS !CODE DATE INIT 201 12/ 7/2011 00312/ 7/2011 WOLFFC http: / /egvsys.co. miami- dade. fl. us: 1608/VWVWSERV /ggvt/BNZAW922.DIA ?PROS= M201... 6/6/2012 OCCUPANT Npar-00- -20 6 1t1 i; ,a\ rl,l�l itl. I I�IIAMf -DAE FWE RESCUE I PARTMEDATA (PP 11 I I L.., FIRE INSPEC ION REPORT CONTINUATION Y✓ :' f V ADDRESS 1 L T 1 1\1e4 VeN.It/ r1c;\ T:r\YeeC.-+; 1-rN (3'14c6 • Gt (1 (ts4 bra e .Pry Vi dyj � c,� V1&Z rfg Page _ of INSPECTOR 125_01 -105 3/08 BUILDING PERMIT APPLICATION Master Permit No. FBC 2 Permit Type: PLUMBING OWNER: Name (Fee Simple Titleholder): ��t� Qes,h l-cA INCiTD /S (LC Phone#: R 2� /I Address: /0 C 0 '16 Gl/ 4VQ dt /go City: i "l % c.uw► i State: . c- Zip: 33 1 7? 1 Tenant/Lessee Name: e bc,. 3 n e..o O (v. -r'- Phone#: `i rt 1 1.4c6 5 ( en- . Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. 1:7 \ 12 J 12- Email:. lc.. o t-Q lam/ , & Csrea o • Cw.n JOB ADDRESS: 5y ►v C loo s-r City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO . Flood Zone: CONTRACTOR: Company Name: DI NI-. 4 filusS6CL. coil-ft Phone#: 305 43°1 '52-51 Address: II-SS (3 1.S C �°-21 tat.-_: ((-..(e40 - s d / 1 City: kJ e-1 (LX 1,1 11 1 ®f-7 l State: FL Zip: 3'1 ( 8 Qualifier Name: U E.-C,5 011,--J (L - 0) K Phone #: 30 S 43 d Z 5 9 State Certification or Registration #: C C C 14116 07 Certificate of Competency #: Contact Phone #: 301- 4 3'i gin Email Address: ^ (2-C 2l e pJ-0 Q Dl 10-- e 'Y h Ho o c ,'- tl DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 0, Tc)O Square/Linear Footage of Work: Type of Work: OAddress UAlteration Description of Work: - Q4-1(c .e 0S lain 5 4;-.1)4 I -1.v �(c•w+���is7 x.ry e A4,1 h^CtJ G1 4 ONew ORepair/Replace _2N \ PY6,0t .A a ODemolition — & ®lack, K,afic 4®► ********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *F ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ o7.2-5.- CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 181 94_ 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, BOTLRRS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIIAVIT: 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 promise in good faith that a co ' of the notice of commencement and construction lien la whose property is subject to of %hment. Also, a certified copy of the recorded notice of co for the first inspection Vie%�, j�ccurs s c ays after the building permit is issued. inspection will • . %p yam" a reinspection fee will be charged. Signature UPI n Owner or Agent The • re '' ng in trument was a day o b.( L L y who i. personally known to me or who has produced 20 kn ledged b ore me thi Signature alue exceeding $2500, the applicant must brochure wil, mencement In the abse e delivered to the person t be posted at the job site of such posted notice, the Contra or The foregoing instrument was ackno, ledged before me this ,5 1 ,01,11 e_ i% l �� , �d, of r , 20 12,., by %` ho is personally known to me or who has produced L a as identification and who did take an oath. NOTARY PUBLIC: NOT Sign: Aiirw Print: My Commission Expires: As identification and who did take an oath. PUBLIC: ji APPROVED BY CUBI - CS . State of S Florida 5 e� ue�� Naar omm. Expires Sep 2B$2C ��'.; *F of ,00 ± Bond d' p°� National Notary ASS6. °gam CARL Sign: _ Z * MY CO EXpl ES Print: L G Qov Tlo ededThruBndtietNotrISe" My Commission Expires: t • 1 L1 * *** ** * * *** * * * * * ** * * ** * *** * * * ** *e ** aye * * * * *** * * * * * * * * * * * * ** * * * ** * ******* ** 3-1'i 'Z.-- Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 12 -3S5`i Inspection Number: INSP - 174942 Permit Number: EL -3 -12 -392 Scheduled Inspection Date: August 02, 2012 Inspector: Devaney, Michael Owner: INVESTORS LLC, SLP RESIDENTIAL Job Address: 54 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: GALAN ELECTRIC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number (954)243 -8197 Parcel Number 1132060131210 Phone: (305)351 -6954 Building Department Comments ELECTRICAL WORK FOR INTERIOR REMODEL Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 174898. CREATED AS REINSPECTION FOR INSP- 170797. August 02, 2012 For Inspections please call: (305)762 -4949 Page 7 of 20 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 174898 Permit Number: EL -3 -12 -392 Scheduled Inspection Date: June 19, 2012 Inspector: Devaney, Michael Owner: INVESTORS LLC, SLP RESIDENTIAL Job Address: 54 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: GALAN ELECTRIC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number (954)243 -8197 Parcel Number 1132060131210 Phone: (305)351 -6954 Building Department Comments ELECTRICAL WORK FOR INTERIOR REMODEL Vassed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 170797. June 18, 2012 For Inspections please call: (305)762 -4949 Page 11 of 16 3 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 2o01 Permit Type: Electrical 4.4 ff ) )2:-. Permit No. Master Permit No. OWNER: Name (Fee Simple Titleholder): ee LiiL.Phone#: Address:b_LALAJO City: Roma% State° Zip: Tenant/Lessee Name: '-.431>c=..sct eat en.haor Email: .--Jrame% oNctf+e4/....44§60go_t_Cp.m • Phone* 'IVA 7..,41> . JOB ADDRESS: 1'14 we- boo ut- • City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: . Is the Witting Historically Designated: Yes NO CONTRACTOR: Company Name: Address: F Coos City: (41/4-(r State: Qualifier Name: t cot 4 . Phone* State Certification or Registration #: 12.1.5 0 41 S1 Certificate of Competency #: cItasa__ Contact Phone*: (.5.) 64Vq. Email Address: DESIGNER: Architect/Engineer: e)vreiv0 rciurVAMP Value of Work for this Permit: $ l/E00 el° Stputre/Linear Footage of Work: Type of Work: OAddress ClAkeration Description of Work: is 'To" drteiA Vter Pkvis _ Flood Zone: A L.) CeAn: e Cc. Phone4t: )- 3c1 cc-1 Atk-432eS-.tatu_Phonett:als '4 AV4 ONew ORepair/Replace CIDemolition P ? bgetieenaS ..............,.................,..........,eesiv7z7........... Permit Fee $ J , el' te) CCF $ Submittal Fee $ Radon Fee $ DBPR $ Scanning Fee $ Notary $ Traltdmg/Edueadon Fee $ Technology Fee $ Structural Review $ Doable Fee $ TOTAL FEE NOW DUE $ COICC $ . Bond $ 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 Tp 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 won 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 BB 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 lice of commencement and construction lien law brochure will be delivered to the person whose property is subject to ' , ��r�r� .: Also, a c - ' copy of the recorded notice of cotmmencement must be posted at the job site for the first inspection w "'seven after the building permit is issued. In the absence of such posted notice, the inspection wilt ' � nnot e w;> >a r "� a will be charged Signature The forego, day of meat kun /4- by bef r this ® C v"rtl • , ly knov to n1e or who has produced'] • J • • ��.!" o is personally known to me or who has produced As identification and who did take an oath. 0 /..e ® 03o 1 as identification and who did take an oath. NOTAR j} UBLIC: Sign: Print My Co 1'0% MANU t A M MAR ERO ry Public ;,Siate.of Florida r o-�o' My Comm. Expires Jul 15, 2013 ,o,, Commission # DD 907810 anistd 07110107)fRovhed06110120090evised 3115AM .. 4- OMAR Is=Med mkt Ow rsovislons CTf,B . Coon Trades lauswinv Wald BUSINESS CERTIFICATE OF COMPETENCY 09E000701 GALAN ELECTRIC CO .BA: PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION t:ONSTRUCTION II1USTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE 12/20/2011 EXPIRATION DATE: PERSON: ONAR al GALAN SR FEIN 320292885 BUSINESS NAME AND ADDRESS: GALAII ELECTRIC CO 540 EAST NOM ST HIA EAH, FL 33013 SCOPE OF BUSINESS OR TRADE 1- REGISTERED ELEC1RICAL CONTRACT 12/19/2013 IMPORTANT F Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election 1- under this section may not recover benefits or compensation under this D chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be H exempt_ apply only within the scope of the business or trade listed on E the notice of election to be exempt E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at aty time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate, The department shall revoke a certificate at arty time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413 -1609 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. )WC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 Permit No: 12- Job Name: !2/ Date: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ELECTRIC Critique Sheet r (A C 5— - BATHROOM RECEPTACLE OM PC AMP nrST %4 9D G.i I PROTECTED YU YuP' M ANY AND ALL CLOTH AND RU DER I4SULATED CO DD©i O 4 Te EiE REPLACED. NO 7$ Gb7 A1000 DOuroTFR TO RF THAN 2 FEET FROM G.E 1 PROTECTED RECEPTACLE. PUT d1EPTACLE ODDER 1 CI6tItS. L FINED D A�. LIACUCES Oil DEDICATED C94TI. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Review Complete by: Michael A. Devaney SR. Chief Electrical Inspector Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 RC - l 2-3 Sri Inspection Number: INSP - 172311 Scheduled Inspection Date: June 18, 2012 inspector: Devaney, Michael Owner: INVESTORS LLC, SLP RESIDENTIAL Job Address: 54 NE 100 Street Miami Shores, FL 33138- Project: Contractor: <NONE> GALAN ELECTRIC Building Department Comments TEMPORARY ELECTRIC Permit Number: EL -4 -12 -647 Permit Type: Electrical - Residential inspection Type: Final Work Classification: Temp for Construction Phone Number (954)243 -8197 Parcel Number 1132080131210 Phone: (305)351 -6954 Passed Failed Correction Needed Re- Inspection Fee EI No Additional Inspections can be scheduled until re- inspection fee is paid Inspector Comments ?"1 7 June 15, 2012 900/t+001j For Inspections please call: (305)762 -4949 Page 7 of 21 S3IAIIIS a'I$IA AIVDS VLVQ OS9L 989 008 T YVd LO :TT ZT0Z /8T/90 BUILDING PERMIT APPLICATION Master Permit No. 12C 12 -90)t FBC 20 Permit Type: Electrical fy*P OWNER: Name (Fee Simple Titleholder): 3\Q 1&5C1Qv\11cL\ Monett: °t 'S N. (ZS\ Address: OO gociaA JQ. Age City: C\ e0■e'■1 State: L Zip: -'3\31 Tenant/Lessee Name: A Phone#: Email: o1cm -i-e., � (p'G. \CoW1GV\ co. Miami Shores Village RECEIVED Building Department APR 1 12 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No eL)2,421-1+ JOB ADDRESS: N Z t ST ' City: Miami Shores County: Miami Dade Zip: '3313 ' Folio/Parcel #: Is the Building Historically Designated: Yes NO � Flood Zone: CONTRACTOR: Company Name: Pt LJ R act.: Phone#: (3)- 3S-) 6 q Address: cLi € 1. 60S+- f City: �`+ 410 R Olt State: a Zip: 0 1 Qualifier Name: p- Phone#: State Certification or \Registration #: G IR 13 0 se/ 3 .. Certificate of C jompeten #: contact Phone#: (3) - 3 S � —MS-Li Email Address: Qi MIL : t4 i� fit: �t �e .� �� �% DESIGNER: Architect/Engineer: 4) y' U 0004 1 kiaRCEC1S Phone#: O L t 7J 4 Value of Work for this Permit: $ .,30 ' y Square/Linear Footage of Work: Type of Work: °Address °Alteration °New pair/Replace Description of Work: ? eCNC ODemolition ,se,+ea- *0, ssbs,ss•s*rs,+ssMS,s+,F « *+, +w►sss,ew,sssa *e,ss+,r,,or,,ss *s+++x +s* Submittal Fee $ Permit Fee $ i or ®0 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL rr:E NOW DUE $ I i 410 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 Tap Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attac y Also, a certified copy of the recorded notice of commencement be posted at the job site for the first inspection which ' o rs seven (7) days after the building permit is issued In these of such posted notice, the inspection will not /r 1 a reinspection fee will be charged. * **** ****** ****** * * * ***** APPROVED BY ******** r*************************************** *** ***** * *********** * ********** /IfrP - Eaiavlans Examiner Zoning Structural Review Clerk (Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) AcoRvT� CERTIFICATE OF LIABILITY i PRO DUCER NSURANCE FED USA DBA WS BUSINESS CENTER CORP THIS CERTIFCCATi; IS ISSUE 1325 S.W. 87TH AVE. ONLY AND CONFERS NO MIAMI FL 33174 HOLDER. THIS (305)267_2767 COVERAGE AFFORDED — - -• _(305g_67-2775_ INSURERS AFFORDING COyERA GALAN ELECTRIC CORP INSURERa AMERICAN VEHICLE 540E 60 ST WsuRER g; — — — HALE FL 3301.3 INSURER G: — — — — — COVERAGES -- — -- — — DATE 4/12/2012 ISSUED AS A MA7TI;R OF INFORMATION RIGHTS UPON THE CERTIFICATE ALTER THE CERTIFICATE DOES NOT AMEND, EXTEND OR ORDED BY THE POLICIES BELOW, GE l.E --- INSURER D — — .— • — • — — — IN$URERE: —• — — — _ THE POLICIES OF INSURANCE LISTED BELOW HAS BEEN ISSUED TO THE INSURED NAMED ABOVE -- —• THY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT INSURANCE AFFORDED CONDITION OR OTHER DOCUMENT WITH RESPECT TO WHICH POLICIES. AGGREGATE LIMITS SHOWN MAY THE POLICIES DESCRIBED HEREIN POLICY PERIOD INDICATED. NOTWITHSTANDING R , POLICIES. ' — •NS •— HAVE BEEN REDUCED N IS SUBJECT TO ALL THE TERMS �L IONS NL, C NDI BE ISSUED OR r: :. — — — UCED 8y PAIR CLAIMS. EXCLUSIONS ` •— • —' AND CONDITIONS OP SUCH GENERAL MAMMY Fumy — P4LlCr�FFg COMMERCIAL GENEFIAL LIABILITY OMITS — — — 7 CLAIMS MADE aOCCUR — -- ^ '' _ �� 000 GENT, AGGREGATE LIMIT APFUSS PER: _stow Q() ■_� POLICY FRN LOC AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTO$ _ HIRED AUTOS — NON.OWNEDAUTOS GL- 0504007311 -00 EACH OCCUR :N QE MENSES (EA xC_rwca PERSONAL & AITY INJURY GENERAL AGGREGATE PRODUOTS - r,OMP/OPAGG COM$INED SINGLE LIMIT (Ea &Moro IBODILYlttiJJURY — p n INJURY $ 111111 ROPtDAMfizE — Per AUTO ONLY - EA ACCIDENT OTHER THAN _— AUTO ONLY: ! A ACC •. fi(�G 4/19/2011 4/19/2012 at 12:01 AM NAIL #_ _ lase . _§1 OOO 000, _ $100 000—,- r 0 52 P00,000— IL.,1 000A/00 DEDUCTIBLE RETENTION $ EWORHERS COMPENSATION AND YARS LIABILITY ANY PROPRIEYO ARTNE MRSCITIYE OyFgFIICER/MEM6FR EXCLUDEG9 SPECl�S ON$ below —oO nos • °a £,L. EACH ACCIDENT E.L. blSEASE - EA EMPLOYEE El. DISEASE POLICY LIMIT np,• 1„•i,.,tuu'B CERTIFICATE HOLDER MIAMI SHORES VILLAGI_ 10050 NE 2ND AVE MIAMI SHORES FL, 33138 CANCELLATION ?MOULD ANY OIL THE AUOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPtRAT1ON DATE THEREOF, THE ISSUING 1NEIURER WILL ENDEAVOR TO MAIL $Q _ DAYS WRITTEN NOTICE TO THE CERTIFICATE BOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO O8IJGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHDRIaiDREPREBENTATIVE ACORD 25 (2001/08) © ACORD CORPORATION 1988 L00 /T00 P(3j CTQB Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENCY 09E000701 GALAN ELECTRIC CO D.B.A.: GALAN OMAR Is certified under the provisions of Chapter 10 of Miami -Dade Corm OV HMS HDIIHSMfIS OL£Lfi+a50£ IVA Z5 :I7T ZTOZ /ZT /t0 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STA . QF R.ONalDA OF FINANCIAL s C q _ ___ 7E.OFB.BCTloN To BE EXEMPT FflbNFFLORDNI WORKER:' oOMPENSATION mil EFFECTIVE 12/20/2011 EXPIRATION DATE: 12/19/2013 pERSOf* ONAR d GALAN SR F 320292885 BUSINESS NAIL AND ADORES& GAtA3 ELECTRIC Co 840 EAST COOT ST HIAEEEAH. PL 33013 SCOPE OF BUSINESS OR TRADE s- Nmemmonecrroca CONTRACT IMPORTANT Fnt !unit to Chapter 44aos(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election L ager this section may not recover benefits or compeflankM *er this O diver. I„I Palm& to Chapter 440.050a F.L. Certificates of election to be INCettrpL apply only within the scope of the business or trade limed on 5 the notice of election to be exempt E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be :object to revocation if, at any time after the filing of the notice or the Nuance of the artifices, the person lamed on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shill revoke a certificate at any time for failure of the mean named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413-1609 • CUT HERE any bottom portion on the job, keep upper portion for your records. OWC -252 CERTIFICATE OF ELECTION TO 8E EXEMPT REVISED 01 -11 LOO /200I] OV HZVSS HNIHSNI1S OLCLI7Li750E %V3 Z9 :17T ZTOZ /ZT /i70 It ' 655573 -5 '12211Aftgeftteco 540 E 60 ST 33013 HIALEAH FIIST -Ctrs U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 THIS IS NOT A RILL DO NOT PAY RENEWAL CC ifif0701 682631-8 ° AN ELECTRIC CO 8191 'Mika CONTRACTOR 1I Wp ALOCAL MOI.�Bi 7p gOt�'tT ql� N� tls rrrr anlea an BY.aAW. rruc 88018228001 000045.00 SEE OTHER SIDE WORKERS 1 DO NOT FORWARD GALAN ELECTRIC. CO OMAR J GALAN PRES 540 E 60 ST HIALEAH FL 33013 1laths I elltmvalis! fitIAIfliet fee teh al LOO /£OO IJ DV HLVZS HNIHSNfIS OL£L1 Lt 2OI %VS Z5 : i7T ZTOZ /ZT /170 TAX A°` 140 W. FLOO C ST. let MIAMI, FL 33130 RECEIPT NO. 2011 MUNICIPAL CONTRACTOR'S 2012 TAX RECEIPT U.S. POSTAGE MIAW -DARE COUNTY - STATE OF R.ORIDA PURSUANT TO COUNTY CODE SEC. 10-24 �I, FL EXPIRES SEPT. 30, 2012 PERMIT NO. 231 THIS IS NOT A BILL -- DO NOT PAY 30- 6826318 CC NO: 09E000701 BUSINESS NAME / LOCATION GALAN ELECTRIC CO 540 E 60 ST OWNER :GALAN ELECTRIC CO SEE BACK OF RECEIPT FOR A LIST OF NON - PARTICIPATING MUNICIPALITIES Recce border mod dly register In when) ookisfiobe done. RECEIPT HOLDER MAY DO BUSINESS AS A CONTRACTOR AS SPECIFIED HEREON. ELECTRICAL CONTRACTOR DO NOT FORWARD GALAN ELECTRIC CO OMAR J GALAN PRES 540 E 60 ST HIALEAH FL 33013 PAflU TA ca,`n rt/gi1 02230002001 000200.00 }h ustl 3 hnli a}jjtt 1 1 }ball THIS RECEIPT IS NOT VALID•I V THE FOLLOWING MUNICIPALITIES: AVENTURA Yom. DORAL HIALEAH KEY BISCAYNE MIAMI GARDENS MIAMI LAKES PALMETTO BAY PINECREST SUNNY ISLES BEACH TOWN OF CUTLER BAY FOR MORE INFORMATION VISIT WWW,MIAMIDADE.GOV LOO /1OO ¢j DV ELVIS HNIHSNl1S OL£Li7LtSO£ XVH E9 :17T ZTOZ /ZT /t0 -1RC'EIVED pPR (g pl1 1 J 20\2 -cam w1kaiA c} mism c0 (..e 2N-) �►., � \\ l u e. i A-k o_Iv CNk. ti ?— 536 c ce e -cam De+Ao1-110 ctvc)E.c ►-.s2. eec. C:, O \ 0\ w3lcanCs� �e J�G�w� `` .-e teS‘a 'r k Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING Permit Nc. Master Permit No. FBC 20 • ROOFING JOB ADDRESS: 54 kE (00 YT . City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): €JjckSr ic' 2 _ Oia►f Address: ID So Osem.(_,r h,/e. d# /$IO ((� "Cl . City: etsa%0NV State: Tenant/Lessee Name: ..rf b,,. Phone #: °t 1'1 2ci 3 81 c " Email: ST6V,NO 1o�C-� ( t/`c,Nrto O . CP Zip: "3".1 Phone #: CONTRACTOR: Company Name: ?,talnw \%e 5itn 'c,. Phone #: q5`A LW') 't Address: /OSo 7f';(.l<eI ( )ve. d I8/o City:. 1'1to4.iM i State: AFL Zip: 33 \3\ Qualifier Name: Sc?10 etVri Q ✓\ . 01#\e. Phone#: 'ASA 243 `31 °1'i- State Certification or Registration #: `, 125' del Certificate of Competency #: Contact Phone #: 61141 .243 51 `CI' Email Address: 01454,(Te a bla,kmaes.tr O. cov -e DESIGNER: Architect/Engineer: G )&rob COA0v ekt ?A . Phone #: aS1 2`4; B( V F Value -of Work for this Permit: $ 400. S a Square/Linear Footage of Work: Type of Work: ❑Addition UA1teration ONew ORepair/Replace ❑Demolition If Description of Work: Oevho =xrr ∎eroz, Nn... r5e0nv,' \.,...,,k.,15 Pr,.,r "0,91/4% 1 K.t•c1e ,. Cabvte'Cy 4 Cp.# 1' :, 80.'i'V4 /o.# to _.e. ,. ..... S . r..1 iL) �°'fwLe� , YsYh.a vwS P U,n.� �¢ c�M..•cr� � oui esS R ebccv "02 eerrete a cis k.r` . SIN eer •o .re a , pma (5X`iuo- ck 2taL) %be -ttns cam' CML) wolls et, eat- 61. Nev. oeeev.,vt 1 S rt.e No\-AAe.. sees ecee7 . ******** * * * * * * * ** * * ** ** * * * * * * *** ** * * * ** Fees************** * * ** ** * ** * * * * * * * * * * * *,r *** * * *** 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 $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City ., State Zip Application is hereby made, to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated 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 osted at the job site uch posted notice, the whose property is subject to attac for the first inspection whi inspection Signa The fore day o who i • • t. Also, a certified copy of the recorded notice of commencement mus s seven (7) days after the building permit is iss , 4 nd a reinspection fee will be charged. Contractor ing ent was ackn 201 L- by e or who has produced as identification and who did take an oath. NOTAR Sign: Print: My.Commission Expires: or who has produ As identification and who di: 's e an oath. UBLIC: � ��I tri T UDIA V. rA LLOS ��' biic - State of non ' Nly Commission # EE 128810 Assn 6 F tenon Zhrou9t a NOTARY PUBLIC: . • Sign: Print: My Commissi / I )1 trAms tar Public - State of Florida 4. My Comm. xp r' EE 128810 Commission # 0ssn. •,�� Z,l, ■.* Bonded Through National Notary * * *** * * * * * * *** * * * *** * ** tie:****************:***************** * * * * * * * *********** ****** * ** * * *** * * * ** * * * * * * * * ** APPROVED BY Plans Examiner Structural Review (Revised 3 /12 /2012XRevised 07 /10 /07XRevised 06 /10 /2009XRevised 3/15/09) Zoning Clerk STRUCTURAL ENGINEERS Structural Calculations for: Olarte Residence 54 NE 100 Street Miami Shores, FL April 09, 20112 In accordance with the 2010 Florida Building Code Index Interior Steel Beams Supporting Ceiling Joists 1 -5 Total: 5 Sheets Submitted By: CSW STRUCTURAL ENGINEERS FL CA #27446 Alvaro ' r; squeal P.E. Florida License No. 60843 CSW Structural Engineers —6635 W. Commercial Blvd Suite 215— Tamarac, FL 33319 — PH 954.731.2411 JOB: O47. CALCULATED BY: Acr TITLE: DATE: 04- 0 6 —11 PAGE: LlIkittkiG a-DC*1 CLLI 2.t2151,,, 15-p4- csomr plot. Ebt.C,1 Arr.. c0 (Lt., s-pit Gioar-f--Cei&L (du_ z 11-.176At T. Loc. 144- EmOCair (.)r i4S5 7 uSx tAk- PO L 0L slizx 5-, 30 17# tat, I•13 41° *--62.64 E.JuttA.te_ Or-f- q vio 4s, 4* .13 t 13 a.z WC"' 2,t f e . o' /I S ;/Q r PDC- /.7'k et, '0`. JOB: Q 1249 ,4-) CALCULATED BY: TITLE : DATE :0 4( 0(0 PAGE : Qr,�rvs# k Tm G Pot Qot, y 451c w _ .►SY- ( 7xlx f4 14.41- -.Y - • 30 y q (3) 5 T t k?[ &tut) rite WAS S t c. .S R- sou. ,c.W zees CobE x.01. 74 /334i' zD 5 x . 64K,41- = 851-* (1) /0) 5/Cet TAI (3) tours ;- : Z (33° k 83 T1 E.- fbtPt-A 611- 01001r4 CCALS x CSW Structural Engineers 6635 W. Commercial Blvd Suite 215 Tamarac, FL 33319 Phone 954 7312511 Title Block Line 6 Steel Beam Design Desoription : Steel Beam at Living Room Material Properties Title : Olarte Residence Job # Dsgnc AV Project Dom.: Cuing Steel Support Beams Project Notes : FN8 leICSW Technical filesnolactsE0 Private ENERCALC INC. 19834010, wet, Analysis Method : Allowable Stress Design Beam Bracing : Beam is Fully Braced against lateral- torsion buckling Bending Axis : Major Axis Bending Load Combination 2008 IBC & ASCE 7-05 Calculations per IBC 2008, CBC 2007, 13th AMC Fy : Steel Yield : 46.0 ksi E: Modulus : 29,000.0 ksi rxo 15e NO. y j Span=19.250ft HSS7X5X1 /4 Applied Loads Beam set weight calculated and added to loads Load for Span Number 1 Uniform Load : D = 0.1660, Lr = 0.0550 kilt, DESIGN SUMMARY Service loads entered. Load Factors will be applied for calculations. Tributary Width =1.0 ft Maximum Bending Stress Ratio = Section used for this span Mu : Applied Mn / Omega : Allowable Load Combination Location of maximum on span Span #where maximum occurs Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L +Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection 0.391: 1 HSS7X5X1 /4 11.116k -ft 28.463 k -ft +D+Lr+H 9.625ft Span # 1 Maximum Shear Stress Ratio = Section used for this span Vu : Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.165 in Ratio = 0.000 in Ratio 0.718 in Ratio = 0.000 in Ratio = 1404 0 <360 321 0 <180 ;`; Desijn Ok 0.048: 1 HSS7X5X1 /4 2.310 k 48.528 k +D+Lr+hl 0.000 ft Span # 1 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratite Summary of MomentValues Summary of Sties Values Segment Length Span # M V Mmax + Mmmc - Ma - We Mnx Mnx/anega Cb Rm Va Max VIM Vmc Overall MAXImum Envelope Dsgn. L = 1925 ft 1 0.391 0.048 11.12 2.31 4D Dsgn. L= 19.25ft 1 0.301 0.037 8.57 1.78 +0+L+H Dsgn. L = 19.25 it 1 0.301 0.037 8.57 4.78 404Lr4H Dsm. L = 19.25 ft 1 0.391 0.048 11.12 2.31 40+0.750Lr+0.750L4H Dsgn. L= 19.25ft 1 0.368 0.045 10.48 2.18 Overall Maximum Deflections 7 Unfactored Loads Load Common Span Max ° - -° Deft Location In Span Load Combination 11.12 4743 23.46 1.00 1.00 857 47.53 28.46 1.00 1.00 8.57 47.53 28.46 1.00 1.00 11.12 47.53 28.46 1.00 1.00 10.48 47.53 28.46 1.00 1.00 81.04 48.53 81.04 48.53 81.04 48.53 81.04 48.53, 81.04 48.53 Max. +9 Deft Location In D4L4tr 1 0.7179 9.721 Vertical Reactions - Unfactored Load Combination Support 1 Suppaf2 Overall MAXImum D Only Lr Only D+L4tr Support notation : Far left !sin 0.0000 Values In ZAPS 0.000 2.310 1.780 0.529 2.310 2.310 1.780 0.529 2.310 CSW Structural Engineers 6635 W. Commercial Blvd Suite 215 Tamarac, FL 33319 Phone 954 7312511 Title Block Line 6 t�l Beal 1 Design Description Steel Beam at West Support over Closets 1ateriat Properties Title : Olarte Residence Job # Dsgnc AV Project Desc.: Ceiling Steel Support Beams Project Notes : At kitCSW Technical OteinProlecistO Private C Analysis Method : Allowable Stress Design Beam Bracing : Beam is Fully Braced against lateral- torsion buckling Bending Axis : Major Ms Bending Load Combination 2006 IBC & ASCE 7-05 Calculations per IBC 2006, CBC 2007, 13th AISC Fy: Std Yield : 46.0 ka E: Modulus : 29,000.0 ksi Applied Loads Beam self weight calculated and added to lots Load for Span Number 1 Uniform Load : D = 0.090, Lr = 0.030 lift, Tributary Width =1.0 ft Point Load : D =1.780, Lr = 0.530 k @ 11.083 ft DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Mu : Applied Mn / Omega : Allowable Load Combination Location of madman on spat Span #where maxknu n occurs Maximum Deflection Max Downward L +Lr+8 Deflection Max Upward L +Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection Service loads entered. Load Factors will be applied for calculations. 0.430: 1 HSS9X5XS/16 21.701 k-ft 50.499 k -ft +D+Lr+H 11.042ft Span # 1 Maximum Shear Stress Ratio = Section used for this span Vu : Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span #where maximum occurs 0.159 In Ratio = 0.000 in Ratio = 0.734 in Ratio = 0.000 in Ratio = 1662 0 <360 361 0 <180 esign OK,, ., 0.036: 1 HSS9X5X5/16 2.789 k 78.171 k +D+Lr+H 22.083 ft Span # 1 Maximum Forces ;& Stresses Load Conti:da i Segment Length Span # for Load Combinations; Ma Shwa Robs M V Mmax + Overall MAXhnum Envelope Dego. L = 2208 it 1 +0 osgn. L = 22.08 ft 1 +D+L+H Osgtt. L = 22.081t 1 +D+Lr+H Dsgn. L = 22.8 ft 1 +D+0.750Lr+0.750L+H Dsgn. L = 221811 1 0:430 0.336 0.336 0.430 0.036 21.70 0.028 18.98 0.028 16.98 0.036 21.70 0.406 0.034 20.52 Overall Maximum Deflections - Unfactored Loads Load Combhradon Span Max. "' Def Sundry of Moment Vanes Summary of Shear Values Mmax - Ma - Max Mnx MnxK mega Cb Rm Va Max Vnx VroJQmega 21.70 84.33 50.50 1.00 1.00 16.96 84.33 50.50 1.00 1.00 16.96 84.33 50.50 1.00 1.00 21.70 84.33 50.50 1.00 1.00 20.52 84.33 50.50 1.00 1.00 2.79 2.19 2.19 2.79 2.64 130.55 130.55 130.55 130.55 130.55 78.17 78.17 78.17 78.17 78.17 Location in Span Load Carnation Max. ' +" Del Location to Span D+L+Lr 1 0.7338 Vertical Reactions - Unfactored Load Combination Support 1 Support 2 Overall MAX mum D Only Lr Cvtly D+L+U 2.780 2.185 0.595 2.780 11.152 Support notation : Far left's #1 0,0000 Values to KIPS 0.000 2.789 2.192 0.597 2.789 �4 CSW Structural Engineers 6635 W. Commercial BIvd Suite 215 Tamarac, F1.33319 Phone 954 731 2511 Tice Block Lire 6 Steel Seam Design Title : Olarte Residence Job # Dsgnr AV Project Desc.: Ceiling Steel Support Beams Project Notes : Flte: k'1CS=Technical ENERGALC, 19 83-2010, Vet8103! Description : Steel Beam at East Support (Dinning to Living) Material Properties Analysis Method : Allowable Stress Design Beam grating : Beam is Fully Braced against lateral- torsion budding Bending Axis : Major Axis Bending Load Combination 2008 IBC & ASCE 7-05 Cons per IBC 2006, CBC 2007, 13th AISC Fp : Steel Yield : 46.0 ksi E Modulus : 29,000.0 ksi HSS7X4X3I18 Applied Loads Beam self weight calculated and added to bade Load for Span Number 1 Uniform Load : D = 0.030, Lr = 0.010 kit, Tributary Width = 1.0 ft Point Load : D =1.780, Lr = 0.530 k 0.L? 6.0 ft Point Load : D = 0.450, Lr = 0.150 k t 11.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = 0.468: 1 Section used for this span HSS7X4X3116 Mu : Applied 8.954 k -ft Mn / Omega : Allowable 19.121 k -ft Load Ctmtbinatlon +D+Lr+H Lorton of mardmum on span 6.030ft Span # where maximum occurs Span # 1 Maximum Deflection Max Downward L +Lr +S Defection Max Upward L +Lr +S Deflection Max Downward Total Deflection Max Upward Total Deflection Sendce loads entered. Load Factors will be applied for calculations. esign Maximum Shear Stress Ratio = Section used for this span Vu : Applied VnlOmega : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.074 in Ratio = 0.000 in Ratio = 0.330 in Ratio = 0.000 It Ratio = 2072 0 <360 466 0 <180 0.052: 1 HSS7X4X3/16 1.936 k 37.257 k + D+Lr+H 12.830 ft Span # 1 Maximum Forces & Stresses for Load Combinations Load Combknalitm Max Stress Ratios Segment Length Span # M V Mmax + Overall MAxknum Envelope Dsgn. L = 12.83 ft 1 +D D .L= 1283ft 1 40+1.4H Dsgn. L = 1283 ft 1 + D+Lr+H Dsgn. L= 12.83 ft 1 +D+0.750Lr+0750L#1 gn. L = 12.83 ft 1 Overall Maximum Deflections Summary of Moment Values Mmax - Ma - Max Mnx MmtOttega 0b Rm Summary of Shear Values Va Max Vnx VnxlOmega 0.468 0.052 0.383 0.040 0.363 0.040 0.468 0.052 0.442 0.049 - Unfactored Loads 8.95 8.95 31.93 19.12 1.03 1.00 6.93 6.93 31.93 19.12 1.00 1.00 8.93 6.93 31.93 19.12 1.00 1.00 8.95 8.95 31.93 19.12 1.001.00 8.45 8.45 31.93 19.12 1.00 1.00 1.94 62.22 37.28 1.50 8222 3728 1.50 62.22 37.26 1.94 82.22 37.26 1.83 62.22 37.26 Load Coon D+L+Lr Span Ma -`Dell Location In Span Load Combination Max. ` x. Deb Location in Span 1 0.3300 6.415 Vertical Reactions Unfactored Load Combination Support 1 Support 2 Oval MAX mum D Only Lr Only 04L+Lr 1.857 1.289 • 0.368 1.657 1.936 1.498 0.441 1.938 Support notation : Far felt W#'1 0.0000 Values in KIPS 0.000 R5 H-a FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 1100E Resklentla�l Component Prescriptive Method B AU. CLIMATE ZONES I Compliance wfth Method 8 of Chapter 11 of the Budding Code, Restderrdsj or Subchapter 13-6 of the Fri Building Code, Buikk gs maybe demonstrated by the use of Form 11008 for single-and multiple- family residences of tines stories or less in height, additions to existing residential buildings, renovations to existing reeidential buildings, new heating, cooing, and water heating systems in existing buildings, and site -added components of manufactured homes and manufactured buildings.To comply, a building must meet or exceed all of the energy efficiency requirements on Table 118 -1 and all applicable mandatory requirements summarized in Table 110-2 of this form. If a building does not comply with this me t od. it trey still comply under Methttcl A of (thpter 11 orSubcttapi$r 13-5 of the applicable PROJECT NAME: AND ADDRESS: 54 WV 1.00 '-� BUILDER: I�j i5 14 ��my Y1 . PER OFFICE: APR i Ilk OWNER: 5 1C1� PERMIT NO:: - JURI ,r. ; . N � �I I�� 1. New constmctkut including additions which incorporate any of the following features cannot comply using this method: skylights or vibe rnc`n ass, gl areas in excess of 16 percent of conditioned floor area, and electric resistance heat (See Notes to Table 118-1 on page 2). 2. Fill in all the applicable spaces of the "To 8e Installed" cohunn on "Table 118.1 with the information requested. All "To Be Installed" value must be equal to or more efficient than the required levels. 3.Comp ete page 1 based on the "To Be Installed" column information. 4. Read ` innnum Requirements for M Packages °, Table 118-2 and check each box to indicate your intent to comply with all applicable Items. 5. Read, sign and date the `'Prepared By" certification statement at the bottom of page 1. The owner or owner's agent must also sign and date the form. 1. New construction, addition, or existing building 2. Single - family detached or multiple - family attached 3. If multiple - family -No. of units covered by this submission 4. Is this a worst case? (yes/no) 5. Conditioned floor area (sq. ft.) 6. Glass type and area: a. U- factor b. SHGC c. Glass area 7. Percentage of glass to floor area 8. Floor type, area or perimeter, and insulation: a. Slab -on -grade (R- value) tb Wood. raised (R- value) c. Wood, common (R- value) d. Concrete, raised (R value) e. Conczete, common (R- value) 9. Wail type, area and Insulation: a. Exterior: 1. Masonry (Insulation R- value) 2. Wood frame (insulation R-value) 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) 10. Ceiling type, area and insulation: a. Under attic (Insulation R- value) h Single assembly (Insulation R- valve) 11. Air distribution system: Duct insulation, location Test report required if duct in unconditioned space Cooling system: (Types: central, mom unit, package terminal A.C, gas, none) 13. Heating system: (Types: heat pump, elec. strip, nat. gas, LP -Gas, gas h.p., room or PTAC, none) 14. Programmable thermostat Installed on INAC systems: 16. Hot water system: (Types: etec., nat. gas, LP-gas, solar, treat rec., ded. heat pump, other, none) b. Adjacent: 12. Please Print 6a. Wr 6b. 6c. sq. ft. 7. Nil °rb 8a. R *= IM. fL 8b. R = sq. ft. 8c. R= aq.ft. 6d. R== sq.ft. t?Ee. R sq. ft. Oa-1. R sq.ft. 9a -2. R= t••, ■ sq.ft. 9b-1. R= sq.ft. Qb-2. R= WE" NI$ sq.ft. 10a. R= \e\ sq.ft. rtikk lob. R= - kik 1aJ1i sq.ft. 11a. R== i's/I\ 11b.Test report attached? Yes No 12a. Type: , N 12b. SEERIEER: (v�1 12c. Capacity: t N'al 13a. Type: ivh 13b. HSPWCOP /AFIE: IN Dr . 13c. city: f`t l . 14. V.0 No 15a. Type: 15b. EF: w1+� CK I hereby oerdty that the .. stud spec . FJ f ` y ed by tuna calrelmetrare is hoMgAgmenth the Florida Energy Code. BARED Bit: I hereby certify nut tins bnidin OWNER ARENT: the fl DATE: 1 I2 Revkiw of plans and spedfimtians covered by this calculation Indicates ooa[pllanoe �vfftt fire Ftot Energy Cods. Before construction Is completed, this building dl be inspected for eaarpuance ht moo/dance with Section 563.905, F. ,r BUILDING OFFICIAL: ,DATE E- (',"odes TABLE 118 -1 MINIMUM REQUIREMENTS (See Note 1) AU Climate Zones BUILDING COMPONENT PERFORMANCE CRITERIA INSTALLED VALUES: Windows (see Note 2): U- Factor= 0.65 SHGC = 0.35 %of CFA < =16% U- Factor= SHGC = %of CFA= Exterior door type Wood or insulated Type: Walls — Ext. and Adj. (see Note 3): Frame Mass (see Note 3) Interior of wall: Exterior of wall: R-13 R-6 R-4 R -Value = R Value = R -Value = Electric resistance heat (See Note 10) Not allowed N1106.AB.1.2.1 Ceilings (see Notes 3 & 4) R =30 Rt Value = Floors: Slab - on-grade Over unconditioned spaces (see Note 3) No requirement R-13 R -Value = Hot water systems (storage type) Electric (see Note 5): Gas fired (see Note 6 6): ) 40 gal: EF = 0.92 40 gal: EF = 0.59 gal: EF = 0.59 50 gal: EF = 0.58 Gallons = EF = Gallons = EF = Air conditioning systems (see Note 7) SEER =13.0 SEER = Heat pump systems (see Note 8) SEER = 13.0 HSPF = 7.7 SEER = HSPF = Gas fiances AFUE = 78% AFUE = Ott furnaces AFUE = 78% AFUE = Programmable thermostat (see Note 10) Must be installed on all HVAC systems. Installed? Yes No Ductwork: (see Note 9) Unconditioned space9 Conditioned space Unvented attic assembly per R806.4 with insulation at the roof plane R-6, TESTED NA R -4.2 Location: Unconditioned space R -Value = Test teput Conditioned space R -Value = (No test report required) Mr Handler location: Unconditioned attic9 or garage Conditioned space or Unvented attic assembly per R806.4 with insulation at the roof plane Requires test report No duct test required Location: Test report Page 1 of (1) Each component present in the As -Built home must meet or exceed each of the applicable performance criteria in order to comply with this code using this method; otherwise Method A compliance must be used. (2) Windows and doors qualifying as glazed fenestration areas must comply with both the maximum U- Factor and the maximum SHGC (Solar Heat Gain Coefficient) criteria and have a maximum total window area equal to or less than 16% of the conditioned floor area (CFA), otherwise Method A must be used for compliance. Exceptions: 1. Additions of 600 square feet (56 m2) or less may have maximum glass to CFA of 50 percent. 2. Renovations with new windows under? 2 foot overhang whose lower edge does not extend further than 8 feet from the overhang may have tinted glazing or double -pane clear glazing. Replacement skylights installed in renovations shall be double paned or single paned with a diffuser. (3) R -Values are for insulation material only as applied in accordance with manufacturers' installation instructions. For mass walls, the "interior of wall" requirement (R -6) must be met except if at least 50% of the R-4 insulation value required for the "exterior of wall" is installed exterior of, or integral to, the wall. (4) Attic knee walls shall be insulated to same level as ceilings and shall have a positive means of maintaining insulation in place. Such means may include rigid insulation board or air barrier sheet materials adequately fastened to the attic sides of knee wall framing materials. (5) For other electric storage volumes, minimum EF = 0.97 - (0.00132 * volume). (6) For other natural gas storage volumes, minimum EF = 0.67 - (0.0019 * volume). (7) For all conventional units with capacities greater than 30,000 Btu/hr. For Small -Duct, High - Velocity units, Space Constrained units, and units with capacities less than 30,000 Btu/hr see Table 13- 607.AB.3.2 of the Florida Building Code, Building, or Table N1107.AB.3.2 of the Florida Building Code, Residential. (8) For all conventional units with capacities greater than 30,000 Btu/hr. For Small -Duct, High - Velocity units, Space Constrained units, and units with capacities less than 30,000 Btu/hr see Table 13- 607.AB.3.2B of the Florida Building Code, Building, or Table N1107.AB.3.2B of the Florida Building Code, Residential. (9) All ducts and air handlers shall be either located in conditioned space or tested by a Class 1 BERS rater to be "substantially" leak free. "Substantially leak free" shall mean disinlmtion system air leakage to outdoors no greater than 3 clip per 100 square feet of conditioned floor area at a pressure diffe,ential of 25 Pascal (0.10 in. w.c.) across the entire air distribution system, including the manufacturer's air handler enclosure. Exception: New or replacement ducts installed onto an existing air distribution system as part of an addition or renovation. Such ducts shall either be insulated to R -6 or be installed in conditioned space. 10) The prohibition on electric resistance heat and the requirement for programmable thermostats do not apply to additions, renovations, and new heating systems installed in existing buildings. TABLE 11B-2 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior Joints & Cracks NI106.AB.1.2 To be caulked, gasketed, weather - stripped or otherwise sealed. Exterior Windows & Doors N1106.AB.1.1 Max .3 cfn/sq.fl. window area; .5 cfrn/sq.ft. door area Sole & Top Plates N1106.AB.1.2.1 Sole plates and penetrations through top plates of exterior walls must be sealed. Recessed Lighting N1106.AB.1.2.4 Type IC rated with no penetrations (two alternatives allowed). Multistory Houses NI 106.AB.1.2.5 Air barrier on perimeter of floor cavity between floors. Exhaust Fans N1106 AB.1.3 duct vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust Water Heaters Nil 12 AB.3 Comply with efficiency requirements in Table N1112.AB.3. Switch or clearly marked circuit breaker electric or cutoff (gas) must be provided. External or built -in heat trap required for vertical pipe risers. http : / /ecodes. citation. corn/cgi -exe/ cpage. dll? pg =x &rp= /indx/ST /fl/st/b200v07 /st fl st b200v07 13aprpd.... 4/11/2012 E -Codes Page 2 of Swimming Pools & Spas N1112.AB.2.3.4 Spas & heated pools must have covers (except solar heated). Noncommercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78 %. Heat pump pool heaters shall have a minimum COP of 4.0. Hot Water Pipes N1112.AB.5 Insulation is required for hot water circulating systems (including heat recovery units). Shower Heads NI 112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 psig. HVAC Duct Construction, Insulation & Installation NI 110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in attics must be insulated to a minimum of R -6. HVAC Controls NI 107.AB.2 Separate readily accessible manual or automatic thermostat for each system. http: / /ecodes. citation. com /cgi -exe/cpage. dll? pg= x &rp= /indx/ST /fl/stjb200v07 /st fl_st b200v07 13appd.... 4/11/2012 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T(786)315-2590 F (786) 315 -2599 www.miamidade.aov /sera! This NOA is being issued under the applicable rules and re ".' tons governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction valid after the expiration date stated below. The Miami -Dade County Product Control ounty) and/or the AHJ (in areas other than Miami Dade County) reserve the right to rial tested for quality assurance purposes. If this product or material fails to perform in manufacturer will incur the expense of such testing and the AHJ may immediately e use of such product or material within their jurisdiction. PERA reserves the right to @ " cipt \l it is determined by Miami -Dade County Product Control Section that this product or ma a QI mthe a uirements of the applicable building code. This �#�s a iroved 's described herein, and has been designed to comply with the Florida Building Code, mcl , '' g t igh Veloci Hurricane Zone. DESCRIPTION: Series "FD -101" Ontswing Aluminum French Door w/wo Sidelites APPROVAL DOCUMENT: Drawing No.11005 -1 Rev C, titled "Alum French door & Sidelites", sheets lthrough 10 of 10, prepared by manufacturer, dated 02/22/07 and last revised on 10/11/11, signed and sealed by Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. Use of Table 1, require full length reinforcements (item # ) for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (si�� ite) shall control. 2. Egress operable doors must comply with min 3. All laminated glazing options (glass types A, LABELING: Each unit shall bear a permanent label and following statement: "Miami -Dade County Prod RENEWAL of this NOA shall be considered after a r change in the applicable building code negatively affeo, TERMINATION of this NOA will occur after the ex materials, use, and/or manufacture of the product or pr product, for sales, advertising or any other purposes sh with any section of this NOA shall be cause for terrain ADVERTISEMENT: The NOA number preceded b the expiration date may be displayed in advertising lite be done in its entirety. INSPECTION: A copy of this entire NOA shall be p and shall be available for inspection at the job site at th This NOA revises NOA # 07- 0629.10 and consists oft. document mentioned above. The submitted documentation was reviewed by Ishaq I ,, -, r • - : , as app tea } e. A nI c ,(� W i4 be with interior Ja6R1W ass: D RESUBMIT ittintwanufatturerts name or ' of 01150itatrSialgetqii131 Control Approved ", unless otherwise noted herein. neatly ° •p t491n beentgl= :.,s«t. alter0Jtats:bee#rflaings, i h 1gel 1m cei Fdhisipredurt. contractor from com., inftliffildilte ll th' qll ri rbvisft otcch i" in aci e � .,t.� tth fk e wi licn%t w itri en eral i 16 fitthio p'sfre ot r o yoect tiofi , Wi h e lnlorrna nn }�n in. the co tr ,,t . ° u.nents. The con tractor is mss possible asp° ' "Ir tir rido, andlf911Wec rho' at'effneiftslaNsPoNtwirthe 104ci§tdifipisiy4sLtinnit shall techniques of construction: coordinating Isis work with vidibel tCot lltni fil�yr� ,� ar �qdt tt rc� sfribittiirSi I re I"` ffizitraAfteR lif§Mldr. is page 1 and evidence . ages E -1, as well: • a • royal GUSTAVO J. CA °NELL r Ci kifiki pui`PLAN IV D.3 Date ,`Ai- ' 1 -,'0 113.22 Expiration Date: ' etober 18, 2012 Approval Date: November 23, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 07- 0629.10). 2. Drawing No.11005 -1 Rev C, titled "Alum French door & Sidelites", sheets lthrough 10 of 10, prepared by manufacturer, dated 02/22/07 and last revised on 10/11/11, signed and sealed by Lynn Miller, P.E. B. TESTS (transferred from file # 07- 0629.10) Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL- 5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010, prepared by PGT, signed & sealed by Lynn Miller, P.E, 2. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's work per FAR 61015 -27 -001, signed & sealed by Lynn Miller, P.E. 3. Anchor verification and comparative analysis dated 06 -21 -07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. (transferred from file # 07- 0629.10) 3. Glazing complies with ASTME- 1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0325.05 issued to Solutia Inc, for "Saflex (clear & color) Interlayer", expiring on 05/21/16. 3. Notice of Acceptance No. 11-0624.01 issued to "E.I. DuPont Denemours" for "DuPont Butacite ® PVB ", expiring on 12/11/16. F. STATEMENTS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010 and "No financial interest ", prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Statement letter of conformance and no financial interest, dated 03- 02 -07, signed by Robert L. Clark, P.E. (transferred from file # 07- 0629.10) 3. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises # 07- 0629.10, expiring October 18, 2012. 2. Test proposal dated Jan. 18, 2007 approved by BCCO. Ishaq I. Chanda, P.E. Product Control Examiner NOA No 11- 1013.22 Expiration Date: October 18, 2012 Approval Date: November 23, 2011 E -1 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A 3/8" LAMI NOM. (.402"} CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3118° HEAT STRENGTHENED GLASS. B. 3(8" LAMI NOM, (.4021 CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLE)UKEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16° HEAT STRENGTHENED GLASS. C. 7/16° LAMI NOM. (.465°) CONSISTING OF (1) LITE OF 3/16° ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16° HEAT STRENGTHENED GLASS . D. 7/16° LAMI NOM. (.465") CONSISTING OF (1) LITE OF 3/16° HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 3. CONFIGURATIONS: g, O LUL, CLO CZXO, OXX, OZC¢-, AND OXXO. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 6. SHUTTERS ARE NOT REQUIRED. 8. SEALANT: INSTALLATION PION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL-5212, ELCO TEXTRON NOA: 04. 0721.01, 03-0226.06, ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION : A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVA LS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT.2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. IN. - 3/16" HEAT STRENGTHEND GLASS EXTERIOR (2) ® MI � e1/2"GLASSBITE FE A EXT. -1/8 "ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM .402 I••" —ae 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 IN. - 3/16" HEAT STRENGTHEND GLASS EXTERIOR 1/2° GLASS BITE EXT. - 3/18" ANNEALED OR HEAT STRENGTHENED GLASS .090'PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM .485 A 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS ...... 1 GLAZING DETAILS 1 DESIGN PRESSURES2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 6 PARTS LIST 6 EXTRUSIONS 6, 7 ANCHORAGE. 8-10 .L,L 1p18Rf 0 PHOZABOXECHANGE DIM AK WSW 8 CLAW 8%C OFMASAOIERACL xecxxessmomatesemi. Aeatejr Drr 0011.1 ADDWA888116DALTOOLABGIZAIA A RDOOMMIDINE7PiK. REMO A AK MAW A NOM /.0ABBD/D 7:AADDNOTE& Amapa wig AANAABA FJC 252f07 .14 821107 Read IV 18701ECI YDRA'1 MD tta%FL8L7M P.a 1429 ,FLAW4 Visibly Bauer NOTES AND GLAZING DETAILS ae ALUM. FRENCH DOOR & SIDE LITES, IMPACT r �t d td �� tote Ix marls 110051 ae C FL P.E.# 68705 TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS APPROVED CONFIGURATIONS: X, X(, 0, OX, X0, OXO, )0(0, OXX & 0)00 (FOR DOORS W/ SIDE UTES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT 18 REQUIRED AT DOOR & SIDE LITE CONNECTIONS G A WIDTH AA WIDTH 3° 37 1/21 8° 71 3/4° Q WIDTH DOORS WITH GLASS TYPES XIS, C OR D HEIGHT 6°- 793/4° 7 °- 833/4° 873/4° 91 3/4" 8 °- 953!4" +75.0 -76.0 +76.0 -76.0 +76.0 -76.0 +75.0 -76.0 +75.0 SINGLE SIDE LITES WITH GLASS TYPE A -75.0 27 3/4° +75.0 -75.0 +75.0 76.0 +76.0 -76.0 +76.0 -76.0 +75.0 -76.0 361/8° +76.0 -75.0 +76.0 -75.0 +71.4 -71.4 +67.8 -87.6 +84.2 -84.2 363/4° +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +63.6 -88.8 +83.1 -63.1 O WIDTH I 36 314° SINGLE SIDE UTES WITH GLASS TYPES B, C OR D +75.0 -75.01+76.0 -75.01+75.0 -75.01+75.0 -75.01 +75.0 -76.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR 1 SIDE LITES ONLY APPROVED CONFIGURATIONS: OX, X0, OXO, XXO, OXX & 0)0(0 (THE LOWER DP FOR THE DOOR OR SIDE UTE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES Ai 0, C OR D HEIGHT A WIDTH 2° 261/2" 271/2" 291/2° 2° 31 1/2" 2° 33.1/2" 351/2" 3° 371/2" SINGLE O WIDTH SIDE LITE AA WIDTH 68 - 793/4° 7°- 63314° 87 3/4° 91 3/4° 8°- 953(4° 4° 473(4" +58.5 -58.6 +55.4 -55.4 +52.4 -62.4 +49.8 -49.8 +47.4 -47.4 613/4° +64.9 -54.9 +51.8 -51.8 +49.0 -49.0 +48.5 -46.6 +44.3 •44.3 55 3/4° +51.7 -51.7 +48.8 -48.8 +46.1 -48.1 +433.8 -43.8 +41.8 -41.8 5° 69 3/4° +49.0 -49.0 +48.2 -48.2 +43.8 -43.8 +41.4 -41.4 +39.3 -39.3 54 83314" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 673/4° +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.6 +35.8 -35.6 6° 713/4° 103/4° +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 GLASS TYPES A, 0, C OR D +75.0 -76.0 +76.0 -75.0 +76.0 -76.0 +76.0 -75.0 +75.0 -76.0 123/4° +76.0 -76.0 +75.0 76.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 19" 213/4° +72.4 +84.6 -72.4 *68.5 -88.5 -84.6 +51.0 -81.0 +85.0 +57.8 -85.0 +81.9 -81.9 +69.0 -59,0 -57.8 +65.0 -55.0 +52.4 -52.4 27 314" +52.9 -52.9 +49.9 -49.9 +472 -47.2 +44.7 -44.7 +42.6 -42.6 361/8° +35.2 -35.2 +35.2 -35.2 +36.2 -35.2 +35.2 -36.2 +34.4 -34.4 383/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 NOTES: ®1. GLASS TYPES: A 3/8° LAMI (1/8" A, .090 PVB. 3/16° HS) B. 3/8° LAMI (1/8" HS, .090 PVB, 3/16' HS) C. 7/16" LAMI (3/16" A, .090 PVB, 3/16° HS) D. 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) A2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX OX/X0 WIDTH = 731/2° MAX OXO WIDTH =1091/2° MAX XXO /OXX WIDTH =107 3/4° MAX OXXO WIDTH =143 3/4° 3. SINGLE DOORS 33 6/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPUCABLE IN MIAMI -DADE COUNTY. 8. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30° WIDE x 90° HIGH SINGLE DOOR WITH 29° SIDE LITES DESIGN PRESSURE _ +67.6 / -67.6 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68' WIDE x88° HIGH DOUBLE DOOR WITH 361/2° SIDE LITES DESIGN PRESSURE a +70.4 / -70.4 PSF EX C FROM TABLE 2. OXO WITH GLASS TYPE C 30° WIDE x 873/4" HIGH SINGLE DOOR WITH 26" SIDE UTES DESIGN PRESSURE = +43.6 /-43.6 PSF EX. 0 FROM TABLE 2. OXXO WITH GLASS TYPE C 633/4° WIDE x80° HIGH DOUBLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE =+43.1 1-43.1 PSF 6. FOR COMBINED DOOR AND SIDE UTES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE ® CONNECTION SEE SECTION E -E, SHEET 8 FOR REINFORCEMENT DETAIL �Q°M Okpiniimtlftie 1 Rawl* RA RaagB,a OIWt F.IL 811407 oriapp now PJC 241!07 DM,e R WW1, C ITO S GODECHANGO REMOTA916E!)1 D RNDCIAI NOMRI NA VII 8 COMM GIASS7WESA MAX 82ESIA ►ONOTE8AADONOIESSOA Data Dailkaa A REDUCE UM ant AO MAW AIL AIL CPSF88TANA2 DamlaeBA Debt dJ 627/07 1070711a11i&AoYORM NolcoMIS,asr2M P.O. swiss Narcasf2u DESIGN PRESSURES iie.3T ALUM FRENCH DOOR & SIDE LITES, IMPACT Visibly Heuer m I X I 2 d 10 Io•+•m 11005.1 C Oa.I1LYNN' * • • No.58'105 A1LL': 731/2" MAX.. 1 AX " MAX, O SEE NOTE 40X OR XO 37 112° MAX 71 3/4" MAX. 24 9/16" MAX. DLO (TYP) 95 3/4" MAX. HT. TYP. 40" (TYP. NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE UTES OVERLAP 'X' AND'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'XO','OX','OXO' 70(O','OXX'AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 'X AND'XX DOORS AS FOLLOWS: ('X DOORS = WIDTH - 5.648) (90(' DOOR = DOOR WIDTH/2 4.079) X A XX DOOR DLO HEIGHT = HEIGHT -11 3/8" /. DLO WIDTH 'X' = DOOR WIDTH - 1215118" DLO WIDTH' O( =DOOR WIDTH/2- 116/18" SIDE LITE DLO HEIGHT = HEIGHT - 113/8" DLO WIDTH = WIDTH -31/8" amuen arc yes r.-.f trafatme 0 NOOHANC67MB8HE T Of TKEFM A.0LOARD00;0MA8 woes Mar a847 new wNlas 9 ardsinsa A P.K rallinDEAOaiM 1'V 7iPNA07. d.00&A DM* Dais MAW* hss AK 222/07 d..G 8+11/07 1010 710010021.00Y ORIVE tL94 PA :KAYOED MOMS, T ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT BerkarAdA lbws Mee NTS 13 d }0 Ir�w 11005-1 I C si OM es MOO. Liiireliser .Z Z t����rnrrrrrii C\y 1NN !Iq/(Ctc / is ? pNo4. �87��05�sI l-. SS /ONA- A. LY4114 M R WP.E. FL P.E.# 68705 DOOR SECT. A A VERTICAL sex Aw1Wm • 14 MOM O NOCHANGSTMBSIPET As utflp F.1 FOG PJC 2V7 ftrfakak S NOONANGETIASSNBkY. Vatic 8/14A7 ANtobdr A Ciudad BA SOY HOLLOSIMADSECTIONATCORAERASSEWAY J4 UMW TEOHNOLOGY DRIVE PAOKOdtl$FL $W4 eGT. VW* Better SL VIEW G-G CORNER ASSEMBLY EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE UTESS IMPACT larahaNa mot 11/2x1 4 + 10 11005-1 I ‘0`,1 .,1 LYNN'g * • No.58705 • S'TA OF '/, /ONAL0 A. LYNN' 51I6.5.E11,,P.E. FL P.E.# 58705 'X' SECT. D-D NORIZ, SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) Itowleye 1.L MOc fp9RHf Reuvae 0 1i0nL$bae MAX DLO SL SECT. E -E HORIZ. (DOOR Wt SIDE LITE) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPUCABILITY tr. MAX. SL WIDTH- ---- -1 INTERIOR EXTERIOR MAX DLO SL SECT. F F HORIZ. (SINGLE SIDE LITE) mower Wow ArissaO J1 NOCHAV387H1 MEET NOW WNW are NOCHAAYiBna can Ex Zr$0011 i M?TOSECOION a'8 a u1ems6o%RP 621107 f070 TECHNOLOGY DRIVE NOW FL UM PA BOY � < RTICAL SECTIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT SKIN/0 WI I ax b s 10 110084 10 �`1 {iltllltJtr, Aii O41/4' NSE • 4c • * . 14 0 .g9"Ip5 A LYI■14 i iLLER, P.E. FL P.E.# 58705 ITEM DWG PO1TO 1 943B 60411 2 010 6Q300 3 7070 87070K 4 986 7955X DESCRIPTION FRAME HEAD WS1P ,,Q-LON .190 X.376 HIGH BULB WEATHERSTRIP .187 X.300 HIGH PLUBH30LT S4RIKEPLATE 5 938 8 968 7 8 995 9 996 10 562A 7938X 2 PT. LOCK STRItEPLATE 77988A FRAME HEAD STRICEPLAIE BACKING PLATE 7832X12FPXP #8.32 X.600 PH. FL MS - S.S. W/SILICONE PATCH 70995 GASKET (BETWEEN THRESHOLD & FRAME JAMB) 70996 GASKET (BETWEEN HEAD & FRAME JAMB) 863018 FILER HEAD ADAPTER 11 12 13 14 16 11000 611000M 1870 871870 11004A 611004M 11001A 411001A 11002A 411002A OUTSWING THRESHOLD 8 i1003A 411003A 20 9160 21 22 1010 6 23 24 25 28 30 31 32 33 34 1140 1048 030 1118 7070 9100 911E 917 1178 913A 80980 6Q300 88008M 78X112PSATS 71048 41121N 710)134PFA 87070K 6910 8911 7FRMO 71068FP W,B 60978M WSW, .350 RD FOAM FILL T-SLOT (AMSBURY#32011) OUTSWING THRESHOLD CHANNEL COVER ACETAL SPACER .085 HOUSE INJECTION MOLDED) ACETAL SPACER .095 (iNNHOUSE INJECTION MOOED) ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) FRAME JAMB (OUTSWING) WS/P.,Q -LON .180 X.376 HIGH REINFORCEMENT, 1.000 X2.760 X0.860, 8081 -T5 #8 X1.500 PH SCA17S JAMB SCREW COVER CAP STRIKE PLATE INSERT #10 X.750 PH. FL 8M$ BULB WEATHERSTRIP .187 X.300 HIGH DOOR PANEL, TOP & BOTTOM RAIL 1130 990 8ISODA 7990NUTA DOOR PANEL, SIDE RAIL HINGE EXTRUSION #10 X.825 PH. FL 8M$ TRUSS CLAMP 6/18 -18 THREADED ROD 87 914A 60379M 38 7834FPT 39 997 70997 40 1023 87924G 41 928 41720 42 1145 43 1212 44 9830 76X12FPAW 7P3000 8983 6/16 -18 FLANGED HEX NUT WEATHERSTRIP CHANNEL #8 X 76 PH. FL T'EK GASKET (BETWEEN PANEL HEAD/SILL & WSW., .187 X.250 HIGH, FINSEAL SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) #6 X.500 PH FL SMS TYPE 0DS SILL DUST PLUG (INACTIVE PNL DOOR PANEL ASTRAGAL 1 (OU WINO) DOOR PANEL ASTRAGAL 2 (OUTSWING) W8TP.,0 -I.ON .190 X.200 HIOH LOCK SUPPORT ASSY. (41707 & 41708) X.750 PH. FL WAS PANEL STILES) 45 98413 8984 48 213 8Q200K 47 929 48 74UBLOK 1139 17834F 49. 982 FD2PTAY 60 8R18OFS 2 PT. LOCK ASSY. RUBBER SLEEVE 81 930 41721 62 031 7FRSPX 63 1118 710X34PFA 8701 <E PL INSERT (INACTIVE PANEL) DEADBOLT STRIKE PLATE #10 X.760 PH FL SMS 64 857 70957X HANDLE STRIKE PLATE 66 1118 710X34PFA #10 X.750 PH FL $M8 ITEM 80 81 82 83 64 86 68 DWG # POT# 920D $9200 921D 8921 9180 80381 1166 781PQA 998 7998 999 7999 934A 61641M DESCRIPTION SIDELITE HEADER SIDELITE BILL SIDELITE JAMB #8 X1.000 QUAD PN. SMS HEAD GASKETS (STOCKING #'108) 87 SILL GASKETS (STOCKING 970999) SIDELITE JAMB ADAPTER #12 X 1.000 SHEET METAL SCREW 70 71 72 73 92 712853K 71267K 4222A 64222 988 6988 988 84988 SETTING BLOCK, 3/32" X1/4" X 1" W/PSA SETTING BLOCK, 1/18" X 1/2" X 1" W/PSA BEAD, 7/1$0 BEAD, 3/8" BEAD, INTERIOR 93 1224 8TP247 BULB, THICK (USED IN EXTRUDED BEAD) 04 GLAZING SILICONE, DOW 809, 913411)R-EQUIVALEMT 95 GLASS, 3/8" LAMI -1/8" A .90 PVB, 3/15° HS 98 GLASS, 3/8" LAMI -1/8" HS, .90 PVB, 3/18" HS 97 L'iLASS, 7/18" LAMI - 3/16" A, .90 PVB, 3/18"118 98 GLASS, 7118" LAMI - 3/16" HS, .90 PVB, 3/18°1413 .1r *a-411177: .; 7-rt1r .ITTZ, 103 OFF THE SHELF DEAD BOLT LOCK .850 380 ( OUTSWING THRESHOLD CHANNEL COVER 8083 -T6 1.000 .125 22 TUBE MULL 8063 -T5 vie ∎'rte`` wmODUCT BMWS wIda, Agassamet M,11 -to 13.Z2 #0andes tar' PJL AK promft Oft WHOM WO Aft WMW Aft AmmAA 0 ge A Cbsalullbt Noanas MEET OEDt9EAE asit0aweer MOTEMWDEADBOLTANDINANIVOMMIONLYTOMMO. 1070 TECHNOLOGY DRIVE NOKWE0AR.UM RNA N11714 fL7 W4 Vt rbb Better PARTS LIST ALUM. FRENCH DOOR &t SIDE LITES, IMPACT F0101 6 a 10 I 110054 r8 �ttt�tttrrr,t ,s.0‘‘vy LYNN * a *pN �; ;AI Sv) f • %:10,x; .. a .. "•' :��?• ''',;,`S'S1ONA - ss A. LM M113 Bit, P.E. FL P.E.# 58706 DOOR PANEL DOOR PANEL TOP & BOTTOM RAIL 10 SIDE RAIL 8083 -T6 6083 -T5 cDOOR PANEL ` ./ 8083 -T5 INTERIOR ASTRAGAL hem.] .12 I r.12n1� 760 .883 1.479 3.000 —►I OUTSWIdG THRESHOLD 8063 -T6 Em .558 --.050 TRUSS CP 3/8" GLAZING BEAD 8083 -T5 73 6083 -T6 r+------ 3.100---- r 6.459 8.085 SL HEADER 8083 -T6 .750 0 DOOR PANEL EXTERIOR ASTRAGAL �+- -•.626 .883 —.050 TT 7/16' GLAZING BEAD 72 etievT6 1.479 7_ .075 [- 3,100 6� SL SILL 8083.78 5.212 4.588 1 1.481 3.000 2 DBR FRAME, JAM 6063 -T6 -+ -1.678 trzSL JAMB ADAPTER 8083-T8 .050 4.820 .260 37 WEATHER STRIP CHANNEL 8083 -T5 32 HINGE 8083 -T6 0.375 .125 estop r NlEvs 9 ael .ub u. Aw+s► cock muipaum —tt 2n #me2 =? 1i llowdaQ Dmic 0 No7N185NNd8r FX Rawair P.K Dime" HeWcm A a WNW* NOMINOHThwwlw.. 4401r0001F7OITEUSO dMAWNODAL70MIMSXSBl,M464 Doe 6/21107 SOTO INOHNOLOGY DRA No ccMI& FL S4278 a.0. 1529 FL $074 Visibly Better EXTRUSION PROFILES ALUM. FRENCH DOOR & SIDE LITES, IMPACT sidosboo FD/Of I i owe 0 10 I11005 -1 C ``•;zsdkl LYNN M /((����ii � \J¢ENSF Pp iii * • No. 56705 • • * J ALYNNM8 PE. FL P.E.# 58706 HEAD ZONE °C°� 1 ZONE "D" t ZONEE°D°� ZONE °E° I SILL 1 ZONE C' SEE TABLE 3., SHT. 9 HEAD HEAD f-ZON ZON �Z°6 // oxo 1 Z I " SILL + SILL SILL I xblLL -t —ZONE "F" ZONE " ZONE "D °ZONE °F°�ZONE� I- ZONE - }—ZONE °F°�ZONE "F" "E' "E" SEE TABLE 7., SHT. 9 E" SEE TABLE 7.. SHT. 9 �° SEE TABLE 7.. SHT. 9 NOTES: ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/4"H UNIT. 713/4"W'XX' DOOR WITH 19"W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1.1/3" ELCO TAPCONS 2.1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. IAMBS (ALL): 131/4° MAX. FROM CORNERS AND 23 1/8" MAX. O.C. HEAD & SILL OF DOORS: 8° MAX FROM CORNERS, 9° MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6° MAX. FROM CORNERS AND 243/4" MAX O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. 1 z� O SILL SILL ZONE °D"�ZONE "D °� SEE TABLE 4., SHT. 9 Ln s 0 zH °DE ° 0NE°E°-i EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION nn a z z N N 1 SILL _I ZONE "E" SEE TABLE 5.. SHT. 9 / <Q0R OX z O PLUS, A. 19°x83 314" SIDE LITES °B° AND °E° ZONE ANCHORS FROM TABLE 7, SHEET 9. SILL _I SILL ZONE °D"'ZONE "E° ' SEE TABLE 8., SHT. 9 HEAD t—ZONE °D°�ZONEE "F" 1 Z i t-ZONE ZONE �Z -f HEAD ti s /A xxooROxx 1 x xw„xx / / / oxxo 1 N . \ / / / tx. W N m L x x Y 1• x+, Yx x xw„xx / / / oxxo x \ . \ ■ . / / Vat x xx 1 tilt x x x XL° x x ` . Y VIt B. 713/4° x83 3/4" a DOOR ZONE °F° ANCHORS FROM TABLE 4, SHEET 9, EACH "F' ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2 +6+6+2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. Read* oem MOM Milk= 0 NOOHMa?$7R0$$HEET WW 7 Aft $rr� ode 2122107 ilk Heft =tom �i !';. ) O 1 2z /2. Rabkor 0 ltradrar A A0CNANGETi$$HEEL: OHMOE 7D U!Q OR ANQXOAZONEFROM17TOW ADDAN010RWYPE8 q: 6/27/07 t0707k01NOLo0Y137rvE NINON& FL 3T$ NPO M= FFL Viz Better ANCHORAGE, CONFIGURATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT NTSI 8 4 10 swanks 11 51 I 0 FDt01 * : No. 68705 SS /ONAti -�?`� A. LYNN Moak P.E. FL P.E.# 58705 TABLE 3. X DOORS GLASS TYPES A, B, 0, ANCHOR & $umTRA1E 2,3, WOOD 1,2, CONC TABLE 4. XX DOORS (ALSO DOOR OF 2,(0, & Q,C) GLASS TYPES A, ANCHOR TYPE & SUBSTRATE B, 0,13 1,2, CONC TABLE 5.0 SIDE LITE GLASS TYPES ANCHOR TYPE & SUBSTRATE A, B, C,0 2,3, WOOD 1,2 CONC TABLE S. (LO & OX GLASS TYPES ANCHOR TYPE & SUBSTRATE A, B. C, 0 2,3. WO0D 1,$ CONC TABLE 7.0X0• OXX & OXXO CLASS TYPES A, B, C, D ANCHOR TYPE & SUBSTRATE 2,3, WOOD 1,2, CONC MgaMigHt 9C' -25.60 TO 37.50 t.OAD ZONES WIDTH x HT. 25.50 x 7975 83.75 87.7. 91.75 95.75 27.60 x 79.76 83.75 87,7D 91.75 95.7, 29.50 x 79.75 83.75 877. 91.75 95.7. 31.80 x79. • 83.78 87.7. 91.78 95.7. 33.50 x 79.76 83.75 87.75 9175 95.76 35.60 x 70.75 83.75 87.75 91.75 95.75 37.50 x 79.75 83,75 87.75 91.75 95.75 Rmdgs Ra PIC Flt FJL 2 ®23 2 ©23 2 pr] 2 pr] 2 © 4 2 3 2 n.4 2 3 2 ®4 2 3 2 n 2 © 4 2 5 2 n 2 n 4 2 3 2 Limp 2nd 2 El 2 n 4 2nd 2 n 2nd 2 n46 2 10 3n'] 3 fE 3 I 3 n 3 10 3 10 3 n 3 n 3 n 4 3 8 '30N- 47.761 TO 71.75 WIDTH x a 47.76 x 79.76 83.71 87.75 91.75 95.75 51.75 x 79.76 83.75 87.75 91.76 95.75 85.75 x 79.76 83.76 87.75 91.75 95.75 59.75 x 79.76 83.75 87.76 91.75' 95.75/ 63.75 x 79.75 83.76 87.75 91.75 95.75 87.75 x 79.75 83.75 87.76 91.75 95.75 71.78 x 79.75 83.76 6 87.76 6 91.76 95.75 7 4 3 3AD ZONE�`s LOAD ZONES "Cr - 10.75 TO 3978 WIDTH x HT. 0 O 0 5 4 6 4 8 4 8 4 5 4 5 4 6 4 5 4 6 4 6 4 5 4 5 4 6 4 8 4 6 5 5 5 8 6 3 10 i 3 10 3 gimp 3 in 4 3 5 3 10 3 10 3 10 4 3 5 8 6 5 8 6 7 7 7 7 7 7 7 7 7 7 7 7 7 8 8 8 8 8 8 6 8 8 B 10 8 8 8 10 10 8 8 5 6 6 6 7 8 6 5 8 5 8 6 7 8 7 6 5 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 3 6 2 3 2 3 2 3 3 6 3 8 2 3 2 3 3 8 3 3 6 2 3 3 6 3 5 3 5 3 5 3 6 3 5 3 5 3 5 3 8 3 3( 3 6 3 5 J 8 10 4 3 8 5 5 7 8 9 4 9 4 10 4 10.75 x 79.76 83.75 8776 91.76 95.78 12.76 x 79.75 83.75 87.76 91.75 9576 10.00 x 7976' 83.75 87.76 91.75 95.76 21.76 x 79.75 83.75 87.75 91.75 95.75 27.75 x 79.76 83.75 87.75 91.75 95.76 38.13 x 7975 83.75 87.75 91.75 95.75 3976 x 79.76 83.75 87.75 91.75 98,75 Aft 10111M 0 4004WORWE98010f7 aft x.wam 000.1410017i040100X Q WNW' '5' 8Ji> A ' f0AN 7YP61B&DYOA� 2 57 J Q5*V7 O 1 1 1 1 1 2 2 DOOR WIDTHS - 25.50 TO 37.50 LOAD ZONES SIDE LTTE WIDT x HE 00 K 10 00 DOOR W fl10 - 26.50 TO 37.50 %ON - 47.75 TO 71.75 LOAD2ONES 810E LTTE WIDTH x Ht. 00 00 5 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 10.76 x 79.76 83.76 87.78 91.75 95.76 12.75 x 79.76 83.76 87.76 91.76 95.75 19.00 x 79.75 83.75 87.75 91.75 95.76 21.76 x 79.75 83.75 87.75 91.75 95.75 27.75 x 79.75 83.76 87.75 91.75 95.75 3913 x 79.75 83.76 87.75 91.75 95.75 38.75 x 79.75 83.75 87.76 91.75 95.75 4 2 4 2 4 2 42 4 2 4 2 4 2 4 2 4 2, 4 2 4 3 4 3' 4 3 4 3 4 3 4 3 4 3 4 3 6 3 5 3 8 3 5 3 5 3 8 3 8 3 8 4 8 4, 7 6 7 5 7 6 64 6 4 7 5 7 6 7 5 10.75 x 79.78 83.75 8735 91.78 95,75 12.78 x 79.76 83.76 87.75 91.75 95.75 19.00 x 79.75 83.75 87.76 91.75 95.75 21.78 x 79.75 83.75 97.75 91.75 95.75 27.76 x 79.76 83.78 87.76 91.75 95.75 38.13 x 79.75 83.75 87.75 91.76 95.76 38.75 x 79.76 83.75 87.75 9126 95.75 2 2 2 2 2 2 2 2 2 2 3 3' 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 6 6 6 4 4 6 6 5 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 2 4 2 OS 4 2 4,2 .4t 4,2 O 4 2 e4 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 «t333 4 3 343 4 3 4 3 APPROVED ANCHOR TYPES: 1.1/4° ELCO TAPCONS 2.1/4° ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS (05) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. Itiohudes p1 j2- toomotgopiesyraws ANCHOR QUAN11TY LOAD ZONE TABLES NOKOMIS, FL MTh -. A L UA L FRENCH DOOR S SI D E L I T ES IMPACT NOKOW8,R.81H74 8' eawe sra aarpxa 7aa RIM NA 9 s 10 11005.1 C oNLlYNNrbjQ *i, * • No. 58705 ` to It tI A. LY'NIV MILTt, P.E FL P.E.# 88708 2X WOOD BUCK, NOTE 21 3A KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 1 3/8° 1/4" MAX SHIM 1 MIN. WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 ogiaN 2X WOOD BUCK, NOTE 2. CONC ANCHOR ON STS CENTERS, NOTE 1 13/8" TYPE 1 1 3/4" TYPE 2 gat 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 DOOR HEAD (CONC) 1 1/4" TYPE 1 0R 2 (CMU) ( ) 1 3/8" TYPE 1 (CONC) SIDE LITE HEAD (WOOD) 1/4" MAX. 1 3/4" TYPE 2 (CONC) 1/4" MAX SHIM 2X WOOD BUCK, NOTE 2 3.4181 MIN. CONC. 1X WOOD BUCK, NOTE 2 1 MIN. 1/4° MAX SHIM WOOD ANCHOR TYPE 2OR3, NOTE 1 SHIM .. -- 1/4" MAX. SHIM 1314" MIN. E.D. 1 3/8" TYPE 1 1 3/4" TYPE 2 1/4° MAX SHIM CONC. ANCHOR, NOTE 1 SIDE L TE HEAD (CONC) - y 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) 1314° 13/4 TYPE 2 (CONC) MIN. E.D. mi IX WOOD BUCK, NOTE 2 'Nay 1 3/4 MIN. E.D. 1 318" MIN. CONC. ANCHOR, NOTE 1 1.5 KSI MIN. CMU OR 2X WOOD 3.4 KSI MIN. CONC. BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR TYPE 2 CONC. ANCHOR, OR 3, NOTE 1 i NOTE 1 WOOD ANCHOR, TYPE 2 OR 3, NOTE 1 1.8 KSI MIN. CMU OR DOOR JAMB (WOOD) DOOR JAMB (CONC) WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 1/4" MAX. .DTs SHIM 3/8" MIN. CONC. ANCHOR, NOTE 1 NOTE 3 -4/4 MAX 1 ,�'s'1.•s};? 'A 1 3/8"TYPE .• a.M I }:• 3/4° TYPE 2 1 1 t ` - jyl (+-- 3.4 KSI MIN. CONC. j 2X WOOD BUCK, NOTE 2 2X WOOD BUCK NOTE 2 DOOR SILL (WOOD) DOOR SILL (CONC) 1X WOOD BUCK, NOTE 2 1/4° MAX. SHIM NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/8° MIN. (TYPE 1) OR 1/4" SS4 CRETE -FLEX EMBEDDED 13/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 13/4 ". FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 1/4° SS4 CRETE -FLEX ANCHORS EMBEDDED 13/8' MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2° THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON - SHRINK, NON - METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 1/4" MAX. SHIM 3.4 KSI MIN. ` �•;'�?.; . CONC. •s1 4"t ^.•:t ;+• r- 13/4 -...i SIDE LITE SILL (WOOD) MIN. E.D. SIDE LITE SILL (GONG) lined* arc J4 w0/,0N! NnlWou Regasexi FAG pal BP PAC FFJC 2/22/87 awc WON rawer M Neal. lidftesia MApkartN. 1^ 01 •2.'2.. 8144rrbBrr t T nrodl2. O a6oO fasfvu88RE7 soon N08THDenzet alerhkes E asps; 8%601 A � A11. O t t r 7YIM BOI'/I1 OD 1070TECH fOLODYDRIVE NOX009, FL 88278 PCriOB 17.80274 V&j* Beamr ANCHORAGE DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT FDT01 8a4 IOW NT8 1 10 a 10 1100- fie° 0 0%1111 I �.' N.4 LYNN M/ ' */, 4• ?. JGENSF' 4R4 */, I� Ar . No. 5570.5 son OF K1. A. LYNRMttL R, P.E. FL P.E.# 68705 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DMSION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series C -740 Outswing Aluminum Casement Window -L.M.L APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17 /02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Col Approved ", unless otherwise noted herein. - MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.gov/buildinacode RENEWAL of this NOA shall be considered after newal application has been filed and there has been,. , no change in the applicable building code negatively . ` the performance of this product. TERMINATION of this NOA will occur after the[e pate or if there has been ay revision or change in the materials, use, and/or manufacture of the p duct or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other p rp a shall �i e y to irate this NOA. Failure to comply with any section of this NOA shall be ca o t ,' � r oval of NOA. ADVERTISEMENT: The NOA number prec 'red u st,wo Ii -D my 'Florida, and followed by the expiration date may be displayed in adv sub . rILEOpor ti bfthe NOA. is displayed, then , it shall be done in its entirety. r (� �M1th $h� "° r' INSPECTION: A copy of this entire NOA shall a provid r ice 'b,' h`b manufacturer or its distributors and shall be available for inspection a thi job.site�`a3 �st`<fthe Building Official. * i 1 This NOA renews NOA # 05- 1129.11 and cons' o`, his page dd ce 3 es 'E -> apd E -2, as well as, , approval document mentioned above. �i�ner►cc�rt�o selecting F The submitted documentation was reviewed by M ndeePO ;P.El CdlrtSt'ro °I.“ ).' f.`. t, th,it of al! -then tr'••f'es: aril ,,, GUSTANICI ARCHITECT NO -Expiration D Approval 08-0117.11 ay 22, 2013 ay 15, 2008 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17 /02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02)" 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test R- • • No. FTL 3587 dated 10/8/02, signed and sealed by Jo a •h Chan, P.E. (Submitted wider NOA# 03- 0611.02) E -1 Manuel Pe Product Control NOA No. 0: c .11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E.Complies w /ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05 /21/11. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no fmancial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1129.11, issued to PGT Industries for th 'es C -740 Aluminum Casement Window — L.M.I., approved . 0. 3/06, exp' 1 v 5/22/08. Manuel P P.E. Product Contro iner NOA No. i : 17.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 E -2 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WI AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB, C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1 /8° HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5116" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A F. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16° LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A G. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7116" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX AND O 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. A B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. E. FOR "XX" CONFIGURATIONS SEE SHEET 6. F. FOR 144 "XOX" & "0" CONFIGURATIONS SEE SHEET 7. G. FOR "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. £4. ANCHORAGE THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 141/2° SPACING ON VENTS MAX. 13° SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3° APART AT MID -SPAN A SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1/4" 894 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. £7. REFERENCE TEST REPORTS: FTL- 3580, FTL -3582, FTL- 3587, FTL -3729, FTL4607 AND FTL -4608. CONFIGURATIONS OPTIONS x 0 0 x } x } x x } 0 0 01 x x x 0 x UNEQUAL LITES x 0 UNEQUAL UTES 0 x UNEQUAL LITES NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12' PARTS LIST 12 ANCHORAGE 1,3,4,13 per F.K Dar Rabbets: 3/2303 8 ADD 13/16°LG.& MOVEGLALNG DETAILS TO SHEET F.K. 7/10/03 PoLosr Do FK 62$/05 Damn Or o, F.K. 12/17/02 twoonfx C NO CHANGE THIS SHEET ADD 76"HT., GLASS TYPES FAND G. REVISE ANCHORAGE. a� galiblbr Dar 1070 TECd8OLOOYDRIVE NO%0ANS, FL 34275 P.Q 80X 1529 NOHUMS. FL 34274 Visibly Better NOTES AND TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW, IMPACT CA.740 I NTS se.* m 13 Peeing tie 7045 -8 Lucas A Turner, P.E. PE 558201 Mechanical A 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER I-- 1/8" HEAT STRENGTHENED GLASS 30 31 3 /8" AIR SPACE - 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 5/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 13/16" 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3/16' HEAT �-- STRENGTHENED GLASS .65" NOM. GLASS BITE 7/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS 13/16" 13116" I.G. WI 5/16" LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 13/16" I.G. WI 7/16" LAMI Q GLAZING DETAIL ei l;C;55'YS =':M't n. a `U Re:37ltt8 Renew nem F.K. 3MD3 Reualeax B REDRAW GLAZING DETAILS &ADD 13116' 1.0. Oar. 7/10!03 03/25/03 C Rewawi"m ;Media ex NO CHANGE THIS SHEET ADD 19/16* LAM W. W17 /16'LAW & CORRECT 5116" LAM! DETAIL Osa" 1070 TEChNOLOGYDRIVE NOKOMIS, FL 34275 P.O 80X 1529 NOKOMIS, FL 34274 PIG" Visibly Better VesmipEore GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT SoiosOlonst CA -745 NTS 2 d 13 7045-8 Lu s6 A. Turner, P.E. FE #56201 Meche "teai CENTERLINE 1 1/2" ANCHOR 1 1/2" LOCATION TYP. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) ANCHOR LOCATION TYP. 7 "w 4" MAX. 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) Row*: F.K Am 33. F.K F.K 13" MAX. O.C. 325103 7!10103 eassos 4" MAX. 4" MAX --.. 30" MAX. C DAYLIGHT OPENING 134" MAX. WIDTH 53" MAX. DAYLIGHT OPENING DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 74° MAX. WIDTH 30" MAX. DAYLIGHT OPENING 4" MAX. t 4" MAX J F 30" MAX. DAYLIGHT OPENING / \ . / \ \ < 1 / > .?_( \ SEE MEETING \ RAII/DETAIL (2) X 30" MAX. DAYLIGHT OPENING \. J 141/2" MAX. O.C. TYP. ELEVATION "B" - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION A 69" MAX DAYLIGHT OPENING L.-•- 37" MAX' „ I 60° MAX. FIXED VENT TYP. 13" MAX. O.C. A 76" MAX. HEIGHT 1 -1 I- 1 141/2" MAX. O.C. VENT HEAD & SILL ONLY �� SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT PRODUCT RENEWED as canks{'A"I1MTh Me Trails Marc Ate; x 'H:o s� / / /.., .,..a.._.__ C 0 CHANGE SHEET NO. REFERENCES ADD HINGE LOCATION DETAILS CHANGE MAX HT. TO 717 AND MAX. DLO TO 60' m,..",. F.N. 12117102 cne.raner Date: 1070 TECH OLOGrDRIVE NOHOMIS, FL 34275 PO. BOX 1520 NOKOMMIS, FL 34274 VciibljbgeEerar XX" & XOX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT s,,:."mar C4-740 Saw NTS " 13 Pamnatto 7045 -8 AZ. ikh'rrte Luca" A. Tumor, P.E. PE 888201 Mechanical / / \ / 0 \ / / \. J 141/2" MAX. O.C. TYP. ELEVATION "B" - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION A 69" MAX DAYLIGHT OPENING L.-•- 37" MAX' „ I 60° MAX. FIXED VENT TYP. 13" MAX. O.C. A 76" MAX. HEIGHT 1 -1 I- 1 141/2" MAX. O.C. VENT HEAD & SILL ONLY �� SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT PRODUCT RENEWED as canks{'A"I1MTh Me Trails Marc Ate; x 'H:o s� / / /.., .,..a.._.__ C 0 CHANGE SHEET NO. REFERENCES ADD HINGE LOCATION DETAILS CHANGE MAX HT. TO 717 AND MAX. DLO TO 60' m,..",. F.N. 12117102 cne.raner Date: 1070 TECH OLOGrDRIVE NOHOMIS, FL 34275 PO. BOX 1520 NOKOMMIS, FL 34274 VciibljbgeEerar XX" & XOX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT s,,:."mar C4-740 Saw NTS " 13 Pamnatto 7045 -8 AZ. ikh'rrte Luca" A. Tumor, P.E. PE 888201 Mechanical DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 14 112" MAX. O.C. VENT HEAD & SILL ONLY 13" MAX. O.C. 4" MAX. 4" 4-•-- 37" MAX. WIDTH.. - 30" MAX. DAYLIGHT OPENING 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 14112" MAX. O.C. ELEVATION "D" - "X° (SEE SHEET 5 FOR PRESSURES) 97" MAX. WIDTH SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. 60" MAX WIDTH 53" MAX. DAYLIGHT OPENING 4" MAX -�I 4" MAX. 30" 53" MAX DAYLIGHT -- OPENING DAYLIGHT OPENING O A 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT L I- 1 13" MAX. O.C. ELEVATION "E " - "O" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 13 MAX O.C. 4" F- 4° MAX. -•- / 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) L 37" MAX. VENT 60" MAX. FIXED ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) % ---� -13" MAX. O.C. SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) PROM= MEWED as cougliagatib the Musk% Tdt 4:.s 1 1 ,1r953e0a"a 1,.1.4445 • r °*"` rear: Fx Rem or Fx 3125103 00• 5 R.,mom s itetIslame C CHANGE SHEET NO. REFERENCES ADD HINGEDETAL & HINGE LOCATION NOTES a�e48r Fx (km Br F.K 7/10/03 X7/02 O CHANGE MAX HT. TO 75° AND MAX DLO TO Er Cheated Of fie: F.K 10707ECHNOLOGYDRNE NOIOM IS.71 34275 P.O. BOX 1329 NOKOMIS. FL 34274 Vailt8b 8eBeccer "X" "0°, XO" & "OX" ELEVATIONS AL• UMINUM CASEMENT WINDOW, IMPACT CA-740 aab.d. NTS 4 " 13 7045-8 Wm A. T"maz, PP. PE 958201 Mechanical 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) L 37" MAX. VENT 60" MAX. FIXED ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) % ---� -13" MAX. O.C. SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) PROM= MEWED as cougliagatib the Musk% Tdt 4:.s 1 1 ,1r953e0a"a 1,.1.4445 • r °*"` rear: Fx Rem or Fx 3125103 00• 5 R.,mom s itetIslame C CHANGE SHEET NO. REFERENCES ADD HINGEDETAL & HINGE LOCATION NOTES a�e48r Fx (km Br F.K 7/10/03 X7/02 O CHANGE MAX HT. TO 75° AND MAX DLO TO Er Cheated Of fie: F.K 10707ECHNOLOGYDRNE NOIOM IS.71 34275 P.O. BOX 1329 NOKOMIS. FL 34274 Vailt8b 8eBeccer "X" "0°, XO" & "OX" ELEVATIONS AL• UMINUM CASEMENT WINDOW, IMPACT CA-740 aab.d. NTS 4 " 13 7045-8 Wm A. T"maz, PP. PE 958201 Mechanical COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1/8 "HS) B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (118 "HS,3 /8" SPACE,5 /16" LAMI -W/ 118 "HS,.090,1 /8 "HS) "X" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 66 69 72 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 191/8 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70,0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 24 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 261/2 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 70.0 -75.4 70.0 -72.4 70.0 -69.9 69.9 -67.8 67.8 -66.2 68.2 -65.0 65.0 -63.7 63.7 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 30 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 - 68.4 68A - 63.9 63.9 -60.0 60.0 - 58.5 58.5 - 56.2 56.2 -53.4 53.4 -51.3 51.3 - 49.8 49.8 - 48.3 48.3 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 32 A -90.0 70.0 -90.0 70.0 186.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 - 56.1 56.1 - 53.8 53.8 - 50.4 50.4 -47.7 47.7 -45.6 45.6 -43.9 43.9 -42.2 42.2 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.8 70.0 -84.4 70.0 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 65.5 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 - 48.6 48.6 -45.2 45.2 -42.4 42.4 B,E A -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -70.4 70.0 70.0 -75.0 -60.4 70.0 60.4 -75.0 - 54.3 70.0 54.3 -75.0 -51.1 70.0 51.1 -75.0 -47.9 70.0 47.9 -75.0 - 44.8 70.0 44.8 -75.0 -42.2 70.0 42.2 -75.0 -39.7 70.0 39.7 4i th" news •r 2 ., vim f� 7rl!!V1 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 37 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 - 46.4 46.4 - 43.5 43.5 -41.1 41.1 -38.6 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587' GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH x90.01 70.0 nom= NENIEVIED as etosplyingwIta Buldfac Code Amps= EI" 01; TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3/16 "HS) F.13/16" LAMI (1/8"A,AIR SPACE, 7 /16" LAMI -W/ 3116 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH -55.0 55.0 NOTES: X 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED 70 69.6 P.S.F. L-`- i V/r Lucas A Tamer. P.E. PE 058201 Mechanical wmd* FIG D"" 312103 8 ADD GLASS TYPE' 8 TO TABLES 1 8 4 1070 TECHNOLOGY DANE aoxoaas, FL 34275 P.O. BOX 1528 NOKOMIS, FL 34279 u PRESSURES - XCONFIG. WINDOWS Read* D,m 7lfaos Amason. c NO CHANGE MS SHEET Ur ALUMINUM CASEMENT WINDOW, IMPACT im �� F.6 n.� 023105 RmisbtM 0 REVISE ANCHORS 8 ADD 78' HEIGHT OPTION resew F.K. o".: 12/17/02 CMrxmer D<m: Visibly Better $mn CA-740 NTS Ann: 5 d 13 "' 7045 -8 1°" 0 COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 WIDTH GLAZING OPTION: A. 5116" LAMI (1 /8 "A,.090,1/8 "HS) HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 83 37 A NEG POS NEG POS NEG -75.0 70.0 -75.0 70.0 -75.0 POS NEG POS NEG POS NEC 70.0 -75.0 70.0 - 75.0170.0 -75.0 POS NEC POS NEC 70.0 -75.0 70.0 -75.0 POS NEG POS 70.0 -75.0 70.0 43 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.01 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53 1/8 A -75.0 70.0 57 A 1-75.0 70.0 60 A -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 -75.0 70.0 -69.6 69.6 -75.0 70.0 -652 652 -72.1 70.0 -63.0 63.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.01 70.0 .-68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.11 70.0 -61.8 61.8 - 58.9 58.9 -56.1 56.1 -53.8 53.8 NEC POS -75.0 70.0 -75.0 70.0 -75.0 70.0 - 69.5 69.5 -60.8 60.8 56.2 56.2 -50.4 50.4 NEC -75.0 -75.0 -75.0 -87.5 -58.0 -53.4 -47.7 POS 70.0 70.0 70.0 67.5 58.0 53.4 47.7 X X 68 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.51 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 - 60.4160.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 74 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.01 59.0 -52.8 52.8 -49.9 49.9 , -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 TABLE 4. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8"HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,318" SPACE,5/16" LAMI -W/ 118"HS,.090,1/8 "HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1175.01 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 tic Plielde Aeeel�inq •2 -I l a; GLAZING OPTION: C. 7/16" LAMI (3/16 A,.090,3116"HS) AU. "XX" SIZES UP TO 74" WIDE x 63" HIGH x90.01 70.0 TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3116 "HS) F.13/16" LAMI (1/8 "A,AIR SPACE,7 /16" LAMI -W/ 3/16 "A,.090,3 /16"HS) ALL .xx" SIZES UP TO 74" WIDE x 76" HIGH 1155.01 55.0 . NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Reveler bee Revd e} Dale F.K Deer RauW"": 8423/05 D REVISE ANCHORS& ADD TABLES 76* HEIGHT OP77ON b"""eF bete: G"Ctaf6y bees: F.K. 12/17/02 1070 TECHNOLOGYDRNE NOK0M76, FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 Visibly Better PRESSURES - XX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT S .41e4at CA-740 NTS erlme 8 d 13 6esegaa 7045 -8 Lucas A Tomer, P.E. PE H58201 Mechanical COMPARATIVE ANALYSIS TABLE 6. "0" & "1/4 -1i2 -114 XOX" WINDOWS TEST REPORTS: FTL-3582, FTL -3729, FTL -4607, FTL -4608 WIDTHS aa, °X0X" 36 72 GLAZING OPTIONS: A. 5/18' LAMI (1/8"A,.090,1/8°HS) B. 5/15" LAMI (1/8"HS,.090,1/8"HS) C. 7/16" LAMI (3/16"A,.090.3/16°H8) E. 13118" LAMI (118"HS,3/8" SPACE,5116° LAMI-VW 1/8115,.090,1/8"HS) F.13/16" LAMI (1/8"A,AIR SPACE,7 /16" LAMI -W/ 3116- A,.090,3/16HS) HEIGHT 26 31 ' 36 38318 48 505/8 54 57 60 63 72 NEG POS NEG POS NEG POS NEG POS NEG POS NEG A -75.0 70.0 - 75.0 70.0 -76.0 70.0 - 70.4 70.0 -60.4 80.4 -54.3 POS NEC POS NEG POS NEG 54.3 -51.1 8,E -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 51.1 -70.0 -47.9 47.9 -44.8 POS 44.8 NEG POS NEG POS NEGIPOS 422 422 -39.7 39.7 -75.0 700 -75.0 70.0 -75.0 70.0 -75.0 70.0 37 74 C,F -90.0 70.0 - 90.0 70.0 -90.0 70.0 - 90.0 70.0 - 90.0 70.0 -90.0 A A -75.0 70.0 - 75.0 70.0 -73.7 70.0 - 67.9 67.9 - 59.0 59.0 -52.8 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -65.01 55.0 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 391/2 79 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 A -75.0 70.0 -75.0 70.0 -67.8 67.8 -62.1 62.1 - 55.7 56.7 -49.8 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 49.8 -46.9 46.9 -43.6 43.8 -41.1 41.1 -38.8 38.6 -90.0 38.5 70.0 -55.01 55.0 36.5 B,E - 75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 42 84 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 A -75.0 70.0 -75.0 70.0 -62.4 62.4 -58.4 58.4 - 63.3 63.3 -58.4 70.0 56.4 -90.0 -53.4 70.0 -90.0 70.0 -90.0 70.0 -87.4 53.4 -50.0 50.0 -46.9 46.9 -44.3 70.0 44.3 -83.2 70.0 -41.9 41.9 90 B,E -75.0 700 - 75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 C,F -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.01 -90.0 70.0 -90.0 A - 75.0 70.0 - 70.3 70.0 -58.0 58.0 -54.6-54.8 - 59.3 69.3 -53.6 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 53.6 -90.0 -50.9 70.0 -90.0 60.9 -47.5 70.0 47.5 -84.5 70.0 -79.7 70.0 -75.8 70.0 -44.7 44.7 -42.1 42.1 39.7 39.7 B,E -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 96 C,F - 90.0 70.0 - 90.0 70.0 - 90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 A ' -75.0 70.0 - 65.0 65.0 - 54.3 54.3 -51.1 51.1 - 55.1 55.1 -51.4 8,0 - 75.0 70.0 - 75.0 70.0 ®' 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 51.4 -882 -48.8 70.0 -81.8 70.0 -76.9 70.0 -72.4 70.0 -69.2 692 -55.01 55.0 48.8 70.0 -75.0 70.0 -45.3 -75.0 45.3, -42.6 42.5 -40.4 40.4 -38.4 38.4 70.0 -75.0 70.0 -75.0 70.0 76.0 70.0 501/2 101 C.F, -90.0 70.0 -90.0 70.0 -90.0 70.0, -90.0 70.0 -90.0 70.0 -86.0 A -75.0 70.0 -80.8 60.8 51.3 -48.3 48.3 -52.7 52.7 -48.7 70.0 -80.9 70.0 -75.0 48/ -16.9 46.9 -43.5 70.0 43.5 -70.7 70.0 -87.3 67.3 -64.1 -5321 53.2 -41.3 41.3 -39.2 39.2 37.1 37.1 B,E -75.0 70.0 - 75.0 70.0 45.0 70.0 - 75.0 70,0 -75.0 70,0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.3 70.0 C,F 531/8 1003/8 A -90.0 70.0 -90.0 70.0 + 70.0 - 90.0 70.0 -90.0 70.0 -812 -75.0 70.0 - 58.7 58.7 48.7 - 45.4 45.4 -50.0 50.0.48.1 70.0 -75.7 70.0 -70.3 70.0 -68.8 66.8 -83.5 63.5 -60.5 60.5 48.1 -442 442 -42.2 42.2 -40.1 40.1 -38.0 38.0 -36.2 8,0 -75.0 70.0 -75.0 70.0 70.0 -76.0 70.0 - 75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 4 70.0 C,F 54 108 A -90.0, 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 - 88.8 70.0 -76.4 -75.0 70.0 -552 582 47.9 - 44.5 44.6 - 49.1 49.1 -45.3 70.0 45.3 -71.1 -43.4 70.0 -66.5 66.5 -63.0 63.0 -60.0 60.0 -57.3 43.4 -41.9 41.9 -39.8 39.8 -37.6 37.6 -35.9 35.9 8,E -76.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -48.21 462 C,F - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -86.9 70.0 -75.0 70.0 -70.1 70.0 -65.4 65.4 -61.8 81.8 .-59.1 69.1 -56.4 56.4 -mai 52.8 -4521 45.2 551/2 111 A -75.0 70.0 -57.1 57.1 46A 46.4 .43.3 43.3 -47.5 47.5 -43.9 43.9 -422 42.2 -40.8 40.8 -39.1 39.1 -37.2 372 -35.4 35.4 B,E -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -74.3 70.0 -70.8 70.0 57 114 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 44.3 70.0 -72.5 A A 76.0 760 - 56.2 582 44.8 -42.1 '42.1 - 462 46.2 -42.5 70.0 -68.4 88.4 -63.6 42.5 -412 412 -39.8 63.6 39.6 30.1 80.1 -57.5 57.5 -54.8 54.8 -51.11 51.1 -38.5 38.5 38.7 36.7 -34.8 34.8 13,0 - 75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -69.6 5812 117 C,F - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.8 70.0 -70.7 A - 742 70.0 - 55.0 55.0 43.4 - 40.9 40.9 -44.8 '44.8--41.3 70.0 41.3 -86.7 '40.6 66.7 40.2 -81.8 -38.1 61.6 -58.7 68.7 -55.9 55.9 -53.2 53.2 38.7 -37.6 37.6 -38.1 36.1 -34.2 34.2 B,E -75.0 70.0 -75.0 70.0 70.0 - 78.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -722 70.0 -68.4 68.4 60 120 C,F -80.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -79.4 70.0 -89.0 A -72.9 70.0 - 53.4 53,4 -42.2 42.2 -39.7 39.7 - 43.5 43.5 -40.4 69.0 40.4 -392 64.9 -60.4 80.4 -57.3 57.3 392 -370 37.6 -36.7 38.7 -54.5 -35.6 54.5 -61.6 -47.8 47.8 -43.6 43.6 41.7 417 35.5 -33.7 B,E - 75.0 70.0 -75.0 70.0 -76.0 70.0 - 76.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -73.3 70.0 71.0 70.0 -67.4 67.4 C,F - 90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -77.1 70.0 -67.3 67.3 -83.3 63.3 -59.1 59.1 -55.9 55.9 -53.0 53.0 -50.0 50.0 -46.31,48.3 TABLE 7. TEST REPORT: FTL-3580 GLAZING OPTION: D. 7/16. LAMI (3/161-IS,.090,3116"HS) TABLE 7A. TEST REPORTS: FTL-4607, FTL-4608 42.81 42.8 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR A 1/4" SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO E19.8 P.S.F. 4 1 2 0 4 PltetWillianfitt ennlitrith !ha 5518518 R.r.d9 O , Reim FJC 323103 8 ADD GLASSTYPEETO TABLES R.v1R/ FK 7/10/03 Rerisionx NO CHANGE THIS$HEE7 Raced Err FJC R.Wtn D CHANGE ANCHORS AND ADD 75'117. OPTION Orm,9y vacs• CMded /y, DA, F.K. 12/17/02 4070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 4529 NOKOMIS, FL 34274 PcT Visibly Awes ALUMINUM CASEMENT WINDOW, IMPACT 04.740 NTS Sivet 7045-8 Wass A. Turner, PE PE 458201 COMPARATIVE ANALYSIS TABLE 8. '%0" OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5116" LAMI (1/8 °A,.090,1/8 "HS) "XO" WIDTH "XOX" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 64 57 60 63 NEG PO$ NEG POS NEG POS NEG POS NEG POS NEG POS NEC POS NEG POS NEG POS NEG POS NEG POS 37 551/2 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 491/3 74 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 531/8 79 2/3 A -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 - 69.5 89.5 - 67.5 67.5 58 84 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.7 - 64.9 64.9 -62.7 62.7 - 60.4 60.4 60 90 A -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70,0 -68.4 68.4 - 63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 58.2 -53.4 53.4 64 96 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 81.8 - 58.9 58.9 - 56.1 56.1 - 53.8 53.8 - 50.4 50.4 -47.7 47.7 87.333 101 A -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 - 66.4 68.4 -582 582 - 55.8 55.6 -52.6 52.6 -49.4 49.4 -45.9 45.9 - 43.1 43.1 70.917 106 3/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 61.8 -55.1 55.1 -61.9 51.9 -48.9 48.9 - 45.8 45.8 -42.8 42.8 - 40.3 40.3 72 108 A -75.0 70.0 -75.0 70.0 -75.0 - 70.0 -70.4 70.0 - 60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 - 39.7 39.7 74 111 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 - 38.6 38.6 TABLE 9. 7(0" or 'OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/81HS,.090,1/8"HS) E. 13/16" LAMI (118 "HS,3 /8" SPACE,5/16° LAMI -W/ 1/8 "HS,.090,118"HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1-75.01 70.0 TABLE 10. 'X0" or "OX° & 1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3/16 "HS) ALL "X0° OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL 9/3- 1/3 -1/3 XOX" SIZES UP TO 111° WIDE x 63" HIGH 1-90.01 70.0 1 3 X 1 3 O X X O O X TABLE 10A. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16° LAMI (3/16"A,.090,3H6°HS) F.13116" LAMI (118 "A,AIR SPACE,7H8" LAMI -W/ 3/16 "A,.090,3 /16"HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 76" HIGH AND ALL i/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 76" HIGH 1 -55.01 55.0 A NOTES: Q 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4.884 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. �By FJG 32543 B ADD GLASS TYPE TO TABLED R.,rae,.. F.K a,ac 7/1043 Revisions: Remo* FJ( Dam y ma: F.K. 12/17/02 X05 Rendstoar avow AK NO CHANGE THIS SHEET CHANGE ANCHORS AND ADD 75' HEIGHT OPTION Age: 1076 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1528 NOKOMIS, F2 34274 Pic," VPSib& Better DatcrPBOX PRESSURES- XO, OX, & 1/3- 1/3 -1/3 XOX WINDOWS nk ALUMINUM CASEMENT WINDOW, IMPACT s.amame CA-740 0 NTS etrx 8 d 13 5-- 7045.8 t iff2,. Var. Lucas A. Turner P.E. PE 558201 MeehaNOal COMPARATIVE ANALYSIS TABLE 11. "XO" or °OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL -3729, FTL -4807, FTL -4608 GLAZING OPTIONS: A. 5/18" LAMI (1/8"A,.090,1/8 "HS) B. 5/16" LAMI (1 /8"HS,.090,1 /8"HS) C. 7/16" LAMI (3/16"A,.090,3/16"HS) E. 13/16" LAMI (1/8"HS,3/8" SPACE,5/16" LAW-W/1/8116..090,1/811S) F. 13/16" LAMI (1 /8"A,AIR SPACE,7 /16" LAMI -W/ 3/18"A,.090,3/18 "HS) HEIGI�f WIDTHS "XOX° VENT FIXED 26 38 ° 35 3/8 • 43 48 ' 50 518 54 57 60 72 76 NEG POS NEG POS NEG POS NEG POS 69.264 19.125 31.014 A -75.0 70.0 -76.0 70.0 -75.0 70.0 -74.1 70.0 NEG -64.9 POS NEG POS 64.9 -80.6 80.8 NEG -58.1 POS NEG POS NEG 58.1 -56.1 56.1 -53.3 POS NEG POS -50.5 50.5 B,E -75.0 70.0 -75.0 -70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 NEG1 PO4 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 86.919 24 38.919 A 13,6 C,F -75.0 70.0 -69.1 69.1 -63.4 63.4 -90.0 70.0 - 56.5 56.5 -90.0 70.0 -50.4 50.4 -90.0 70.0 -47.5 47.5 -90.0 70.0 -90.0 -44.1 44.1 -11.8 70.0, 70.0 70.0 -392 392 36.9 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -73.8 70.0 -90.0 70.0 -90.0 70.0 -90.0 95.973 27 42.973 A -75.0 70.0 -80.5 60.5 -57.2 70.0 57.2 -80.0 70.0 -82.1 62.1 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.4 70.0 -55.2 55.2 - 52.6 52.8 -49.1 49.1 -46.2 46.2 -43.6 -41.1 41.1 108.649 30 48.849 B,E C,F A -75.0 -90.0 -75.0 70.0 70.0 70.0 -75.0 -90.0 -53.5 70.0 70.0 53.5 -75.0 -90.0 -50.4 70.0 70.0 60.4 -75.0 70.0 -90.0 70.0 - 54.5 54.5 -75.0 -90.0 -50.7 70.0 70.0 50.7 -75.0 70.0 -75.0 -90.0 70.0 -87.0 - 482 48.2 -44.9 70.0 70.0 44.9 -75.0 -81.9 -42.0 70.0 42,0' -75.0 -772 -40.1 70.0 70.0 40.1 -73.1 -38.0 70.0 70.0 38.0' B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C,F -90.0 70.0 -90.0 115.892 32 51.892 A -75.0 70.0 -49.9 70.0 49.9 90.0 70.0 ,-90.0 70.0 -46.8 46.8 -51.3 51.3 -84.7 70.0 -79.5 70.0 -73.8 70.0 -69.7 -47.4 47.4 - 45.5 45.5 -42.7 42.7 -40.7 69.7 -66.3 43.1, 70.0 -55.01 55.0 -55.01 55.0, -52.21 522 -38.6 38.6 36.6 B,E -75.0 70.0 122 33.887 54.827 C,F A -90.0 70.0 -75.0 -90.0 70.0 -75.0 70.0 -75.0 70.0 -47.3 70.0 +17.3 -90.0 70.0 -75.0 70.0 -90.0' 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -73.2 70.0 -78.8 70.0 -44.0 44.0 -48.4 48.4 -44.7 44.7 -73.2 70.0 -42.8 42.8 -68.3 68.3 -41.4 41.4 -04.8 -39.5 64.8 39.5 -61.4 61.4 -35.7 58.8 35.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.9 70.0 -71.4 70.0 C,F -90.0 123.135 34 55.135 A -75.0 ,70.0 70.0 -90.0 70.0 -90.0 -46.8 48.8 -43.6 70.0 43.6 -85.8 70.0 -74.0 70.0 -69.4 69.4 -64.7 64.7 -61.0 -47.9 47.9 -44.3 44.3 -42.4 42.4 -41.1 41.1 -39.3 39.3 -58.4 58.4 -55.7 37.3 13,6 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -74.6 70.0 -71.0 70.0 126.000 34.791 130 35.895 56.418 58.209 C,F A :90.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -45.5 45.5 -42.6 70.0 42.6 -65.0 70.0 -46.7 48.7 -73.1 70.0 - 68.8 88.8 -43.1 43.1 -41.6 41.6 .64.1 '-40.2 64.1 -60.5 60.5 -57.9 57.9 402 -38.7 38.7 36.9 652 -51.51 51.5 35.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.7 -70.1 70.0 472147.2, C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 A -74.4 70.0 -43.5 43.8 -41.2 41.2 -82.8 70.0 -46.1-45.1 -71.3 -41.5 70.0 41.5 -87.3 87.3 -40.4' 40.4 -62.5 62.5 -59.2 -56.5 56.5 53.8 -38.9 38.9 -373 -362 362 34.3 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 70.0 -68.6 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 130.378 36 58.378 A -74.3 B,E -75.0 70.0 70.0 -43.5 43.5 -41.0 41.0 -79.9 70.0 - 45.045.0 -69.3 69.3 -41.4 41.4 -85.3 85.3 - 40.3 40.3 -80.6 60.6 54.7 -51.9 51.9 -38.8 38.8 37.6 -36.1 -34.3 -75.0 70.0 -75.0 70.0 -75.0' 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.3 70.0 -68.5 68.5 C,F -90.0 70.0 -90.0 134 37 60 A -72.9 70.0 -42.2 70.0, 42.2 -90.0 -39.7 70.0 39.7 -79.6 70.0 -43.5-43.5 -69.1 69.1 -40.4 40.4 - 85.1 65.1 -39.2 39.2 -80.5 60.5 -57.4 57.4 -54.6 -51.7 -37.7 37.7 -36.7 36.7 -35.5 33.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -71.0 70.0 C,F -90.0 70.0, -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 67.3 - 83.3 63.3 -59.1 59.1 -55.9 -53.0 53.0 -50.0 50.0 48.31 46.3 42.81 42.8 & "OX1' WINDOW WIDTHS EQUAL THE SUM OF THE VENT VVIDTH AND THE FIXED WIDTH. TABLE 12. "XO" or OX" & "XDX" UNEQUAL LITE WINDOWS TEST REPORT: FTL-3560 GLAZING OPTION: D. 7/16" tAMI (3/161i4,.090,3/1rHS) ALL "XOX" SIZES UP TO 134" WIDE x 83° HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97" WIDE x 83° HIGH WITH 37° MAX VENT WIDTH AND 60" MAX. FIXED VVIDTH 70.0 TABLE 12A. `3(0" ar"OX" & "XOX" UNEQUAL LfTE WINDOWS TEST REPORTS: FTL-3580, FTL-4607, FTL-41308 ALL "'COX" SIZES UP TO 134" VVIDE x 76° HIGH WITH 37- MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "X0° or -0X" SIZES UP TO 97* WIDE x 76' HIGH WITH 37" MM. VENT WIDTH AND 60" MAX. FIXED WIDTH 1-55.01 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR A 1/4" SS4 CRETE-FLEX ANCHORS, 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. UNEQUAL LITES UNEQUAL WES UNEQUAL LITES PRODUCT R6A16W66 As ese71:4eyevitob *kg &Ms EY FJ( ey FK met 325109 R.Hab,a B ADD GLASS TYPEE 70 TABLE 11 Rewe6X F.K mm 7/10703 R"r0•m: C NO CHANGE THIS SHEET R.m ep F.K. Ode: 6123105 D CHANGE ANCHORS AND ADD 78° HEIGHT 0PT10N F.K Pale 12/17/02 Checked 8y 1070 TECHNOLOGY DRIVE NOKOMIS FL 34279 P.O. BOX 1579 NOKOMIS, FL 34774 Visib& Better PRESSURES- UNEQUAL CONFIG, X0, OX XOX rtlex ALUMINUM CASEMENT WINDOW, IMPACT &peeeftselet re reek 4_ Az Lucas A Turner. P.E PE 4E6201 Mechanical REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL., SHEET 11 A ASSEMBLY DETAIL, SHEET 11 A pall at." A N pi REFERENCE °XO & "XOX" FRAME MAX. HEIGHT (SEE SHTS. 3 & 4) MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3), MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION — XOX REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 11 A MAX. VENT DAYLIGHT OPENING --I 0 (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION — XX MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT VERTICAL SECTION FIXED UNIT L.. wr vr. MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X Rawl aY F.K om" &MO3 ,:ate B ADO anr LO. GLAZING BEAD /70311 ftrolar F.K. K..,der F.K manner F.K. ttwx 7/10/03 Pate: 5/23/06 me.: 12/17/02 C Rawl. c "awer SHOW TOP HINGE CHO SHT. NO. REF. AND ADD REM 89 Meg 1075 TECHNOLOGY DRIVE NOKO1419, FL 34275 P.O. BOX 1529 NOKOM(3, a 34274 Visibly Herter SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT eem,4eWet OA -740 NTS 10 a 13 &rvm 7045.8 (Jar i Lucas A. Turner, P.E. PE 558201 Mechanical FRAME ASSEMBLY #12x1 PH TEK SMS 13" MAX. Q.C. W/ (2) SCREWS TUBE, MATL: 6063 -T6 3" APART AT MID -SPAN "X" FRAME JAMB "X" FRAME JAMB I, ., Al � IF fij vi r "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAIL: 6063 -T6 "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "0° FRAME JAMB "XO" & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL NOTE: ALL ALUMINUM SHALL BE OF 6063-T6 SASH FRAME TOP OR BOTTOM RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL 1.376" .095" --I- .440" CASEMENT BACKING PLATE MAIL: 6063 -T6 DWG# 7071 434" i 2.854" .062" NOM. 1.159" 2.139" ()SASH FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7003A 3.544" .062" NOM. 4---- 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7005A .062" NOM. 2.919" 1_ 2.784" FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7002A rake* F.K Rand,* mm4 Dr F.K. F.K. Dex 3125/03 ilaar . 7/10'03 0/23105 Revie.Ma.. 8 c NO CHANGE THIS SHEET NO CHANGE THIS SHEET ADD 11E54 89 Amin Sr F.K. Caa 12/17/02 Clinked Bp Date 1070 TiCHNOLOGYDRWYE NOKOMI5 F1.34275 P.O. BOX 1859 NOKOMIS FH.34274 I 13 c; Visibly Better Dasoevam EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT Sameldadd CA•740 NTS 11 a 13 Antrim law 7045.8 D Lucas A. ;,,nee, P.E. PE 958201 Mechanical PARTS LIST ITEM DWG # PGT. # DESCRIPTION I 7002A MAIN FRAME - HEAD, SILL & JAMBS 2 1155 781PQA 08 X 1 QUAD PH SMS 3 7008 70834A FRAME CORNER KEY 4 7005A 1/2 "X1/2"XI/8" CLOSED -CELL FOAM TAPE 5 7003A 781PQA SASH - TOP, BOTTOM & SIDE RAILS 6 1155 781PQA #8 X I QUAD PH SMS 7 7017 67017K BULB WEATHERSTRIP .1877(.240 8 1009 67407 SASH CORNER KEY 9 7024 13/16" MAXIM MULTI -POINT LOCK , 10 7026 LOCK SUPPORT PLATE I I 3/16A & 3/161IS GLASS WITH AN.0901NTERLAYER - SOLU87A OR DUPONT PVB #10.24 X.562 PH. PN. TYPE F 12 7014 3/16118 & 3/1611S GLASS WITH AN.090INTERLAYER - SOLUTIA OR DUPONT PVB MULTI -LOCK KEEPER (R.1L. & LH) 13 1157 78X78PPSMS 418 X .875 PH PN. SMS 14 7013 TIE BAR GUIDE 15 7015 TIE BAR ASSEMBLY 16 7028 MAXIM DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPERATOR 18 7030 OPERATOR GASKET 19 7031 BACKING PLATE 20 88-32 X.375 PH. PN. TYPE B 21 7032 STUD BRACKET (La & R.H.) 22 7858ZA #8 X 5/8" FLT. PILL SMS 23 7033 OPERATOR TRACK & SLIDER (DUAL ARM) 24 7022 SNAP-ON HANDLE 25 7023 12" HINGE (HEAVY DUTY) 26 710x12PP 1110X.500 PILPM. 30 5/16' LAMINATED (1/8A & 1/8118 GLASS) .090INTERLAYER- SOLUTIA ORDUPONT FM 31 5/16* LAMINATED (1/811S & 118118 GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 32 7/16" LAMINATED (3/I6A & 3/1611S GLASS) .090 El TERLAYER - SOLUTIA OR DUPONT PVB 33 7/16" LAMINATED (3/1611S & 3116118 GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 40 7036 GLAZING BEAD (5/161 41 7042 GLAZING BEAD (7/161 43 1224 6TP247 VINYL BULB WSTP (THICK) 44 SILICONE -DOW CORNING 899, 993 OR EQUIV. 45 PARABOND 46 1634 6163K SETTING BLOCK 50 7006 SCREEN FRAME 51 7040 SCREEN CORNER ICEY 52 SCREEN CLOTH 53 1635 61635K SCREEN SPLINE - SERRATED 54 331 60976 CASEMENT SCREEN CLIP 55 78x12PSTW/B 48 X .500 SQ. FN. TEK SMS 67 7004A 67004 CASEMENT FRAME ASST. TUBE 68 7123CI9PT #12 X 1' PIN. PHIL. TEK, 69 7011 LOCK SUPPORT PLATE 70 7012 LACK SPACER 71 7019 71I573 SNAP -ON T- HANDLE KNOB 72 7018 7F1DHD FOLDING HANDLE PARTS LIST CONT. ITEM DWG 6 'PGT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LACK KEEPER 75 70834A 48 X .750 QUAD PN SMS 80 7005A FIXED WINDOW FRAME - BEAD, SILL &JAMBS 81 1155 781PQA #8 X 1 QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 LNSTALIATION HOLE COVER 85 7047 67407 GLA2240 BEAD (13/16" LG.) 86 13/16" LG. GLASS (1/8'11S, AIR SPACE, 5 /16"LAMI) 5/16" LAML= (2) I3.TES OF 118 "HS GLASS W1111 AN.090 INTEELAYER - SOLUTIA OR DUPONT PVB 87 13/16" LG. GLASS (118"1S, AIR SPACE, 7/16 "LAMI) 7/16" LAM/. 3/16A & 3/161IS GLASS WITH AN.0901NTERLAYER - SOLU87A OR DUPONT PVB 13/16" LG. GLASS (1/8 "HS, AIR. SPACE, 7/16' AMI) 7/16" IAMI» 3/16118 & 3/1611S GLASS WITH AN.090INTERLAYER - SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEENOTE4, SHEET 13) A .706" .050" .665" 40 5116' GLAZING BEAD MATL: 6063 -T6 MAW 7036 .523" — ►I r_ .050" 1 1 07/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7042 .040" C; 1.000" .423" QCASEMENT SCREEN FRAME MAIL: 6063 -T6 DWG# 7006 993° 269" .040 —►� r-- .172" .870" I_II .050" .569' 0 13116" GLAZING BEAD MATL: 6063 -T6 DWG# 7047 .125" .062" —1 1.124 "r -- .093" 0 CASEMENT FRAME ASSEMBLY TUBE MAIL: 6063 -T6 DWG# 7004A B INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 2.701' 31.1 r/,rLAJfi • ' 1P '! w"mer Fit D"": 3/25/03 Raters. 8 ADD 13/16•Ls. GLASS 8 GLAZING 8EAD Myna et FK Royal B,c F.K Deik 7/1093 C NO CHANGE THIS SHEET ADD EQUIV. TO ITEM 44, SIUCONEAND ADD ITEMS 87, 88 AND 89 a".,.ar F.K Dem 12117/02 Da": 1070 TECHNOLOGYDRNE NOKOMIS, FL 34275 P.O. 80X 1529 NOKOMLR, FL 34274 OEt Visibly Better a PARTS LIST & EXTRUSIONS ALUMINUM CASEMENT WINDOW, IMPACT CA-740 lices NTS 12 d 13 7045 -8 f( /2(/G1,'` Lucas A. 11"ner. P.E. PE 658201 Mechanical & 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM ---.1 ASEE NnT,. t 1 Algid oak& 1 112" L MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A ix WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM -1 E A SEE NOTE 1 SEE NOTE 4 A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM —►i F-- A SEE NOTE 2 I I SEE NOTE 4 1.64 lit!' r lll. IVI! fl;Illlif li �i�.�, 1 114" MIN. OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2° THICK A 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM &SEE NOTE 1 Or mi r SEE NOTE 4 1 1/2" MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1 1/4° MIN. OPERABLE UNIT FRAME TO CONCRETE _,_ 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE SEE NOTE 4 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 21/2°. SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE TOTAL THICKNESS 1S LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISD CTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. Witrofiwids 1t PRODUCT RENEWED wdnufe N n Ii • 1/i,! X13 &radar Wm Fit 3/25/03 8 NO CHANCE THIS SHEET R°a9e,: Oak, xexmc FK. 7/10103 • C NO CHANGE THIS SHEET UedBr. aar>e+arr F.K. 5/23/05 0 REVISE NOTES AND REMOVE 3/16° TAPCONS & •14 SCREWS 0.4.4E epic CtmFed43, F.K. 12/17/02 1070 T ECHWOLIXWGYDRIVE NOK0b119, R.34275 P.0.130% 1529 NOKOmr8 FL 34274 ANCHORAGE DETAILS ALUMINUM CASEMENT WINDOW, IMPACT CA -740 sw. merc aaNpem. NTS 13 • 13 7045 -8 1 Ili (7o-r• Lucas A. Sumer. P.E. PE 558201 MeehardcM MIAMI COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: MIAMI —DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26th Street, Room 208 Miami, Florida 33175 -2474 T (786) 315-2590 F (786) 315-2599 www.mlamtdade.tiovibufdirm This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County BNC - Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami—Dade County) and/ or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HR -710" Aluminum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "D" dated 06/20/2011, prepared by PGT Industries, Inc., dated 06/29/2011, signed and sealed by Robert L. Clark, P. E., bearing the Miami — Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami —Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renew application has been filed and there has been no change in the applicable building code negative - a a :_ th et. TERMINATION of this NOA will occur after th in the materials, use, and/or manufacture of the pr of any product, for sales, advertising or any other to comply with any section of this NOA shall be c ADVERTISEMENT: The NOA number prec followed by the expiration date may be displayed displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA sh distributors and shall be available for inspection at This NOA renews and revises NOA No. 07-081 E-2, as well as approval document mentioned abov The submitted documentation was reviewed by Hel ratiendate or if there has bRiiFigeigioiffik % igenT or; • } . �. Misuse of this4lE,ePATNAIMED es s - automatically terminate this NOA. Failure se for termination and removal of NOA. m ad on the o* drawicgs �.mi— l�I�e� °��r'a�.'r ttm- in . t�t>'1 ter t�ifte e�� p$f "fie° �i i�nd p�liance lte , specifications. Th's check is only for review of general tit m91444049 yordbycthecentnotatirtireopritoect eJ1411 Oita, Ajl pOSlrtotthetB:tildi• idn given in •09 a Tbevide pagi srE* 4 Ie for: confirming and correlating an. quantities and yliteMakftri P.sTled»S. fabrication processes and off;, construction: coordinating his work wi th ades; and performing his work in a /$n satisfactory manner. coo NOA US /1VO J. C . i @hPate: ARCHITECT /PLANNER Approval Da Dam O /d' BY 11- 0630.02 er 21, 2016 ust 18, 2011 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "D" dated 06/20/2011, prepared by PGT Industries, Inc., dated 06/29/2011, signed and sealed by Robert L. Clark, P. E. B. TESTS 1. Test reports on :1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted under NOA No. 07-0815.09) 2. Test reports on:1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202 -94 and per ASTM F 842 -04 Along with marked up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. ( Submitted under NOA No. 06- 0405.06) 3. Test reports on:1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202-94 and per ASTM F 842-04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06- 0405.06) E -1 elmy A. Makar, P. E., M. S. BNC Product Control Unit Supervisor NOA No. 11- 0630.02 Expiration Date: December 21, 2016 Approval Date: August 18, 2011 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by POT Industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clark, P. E. Complies with ASTM E1300 -98/ 02 (Submitted under previous NOA No. 07- 0815.09) D. QUALITY ASSURANCE 1. Miami Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10 -0922.09 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite@ PVB, Interlayer" dated 12/24/10, expiring on 12 /11 /11. 2. Notice of Acceptance No. 08 -0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC- 2007, dated 06/29/2011, signed and sealed by Robert L. Clark, P. E. 2. Laboratory compliance letter for Test Report No. FTL -5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 07- 0815.09) 3. Laboratory compliance letter for Test Reports No.'s FTL -4858 and FTL -4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 07- 0815.09, issued to PGT Industries, Inc. for their Series "HR.-710 Aluminum Horizontal Roller Window - L.M.I. ", approved on 01/03/2008 and expiring on 12/21/2011. E -2 112)1411.40-- my A. Makar, P. E. M. S. BNC Product Control Unit Supervisor NOA No. 11-0630.02 Expiration Date: December 21, 2016 Approval Date: August 18, 2011 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. A. 6/18" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 516° LAMI CONSISTING OF (1) LITE OF 1I8°ANNEALED GLASS AND (1) UTE OF 1/8" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIIEEPSAFE MAXIMUM PVB INTERLAYER. C. 6/16" LAMI CONSISTING OF (2) LITES OF 1B" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/18" LAMI CONSISTING OF (2) UTES OF 3/16° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. E. 716° LAMI CONSISTING OF (1) UTE OF 3M8" ANNEALED GLASS AND (1) UTE OF 3(16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7/16° LAMI CONSISTING OF (2) UTES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .020 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB 1NTERLAYER. 0.13/16" LAMI 13: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5116° OR 3/8° AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16" LAM! 10: (1) UTE OF 1/8" OR 3/18° ANNEALED (MIN.) GLASS, 6/16" OR 3/8° AIR SPACE AND 6/16° LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) UTE OF 1/8" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE ORE MAXIMUM PVB INTERLAYER. 1.13418° LAMI 10: (1) LITE OF 1/8" OR 3/18° ANNEALED (MIN.) GLASS, 616" OR 3/8' AIR SPACE AND 5/16° LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEMEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16° LAMI 10: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7118° LAMI CONSISTING OF (2) LITES OF 3116" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXUKEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16" LAMI 10: (1) LITE OF 1/8" OR 3/16" ANNEALED (NON.) GLASS, 3/16" OR 1/4" AIR SPACE AND 718° LAMI CONSISTING OF (1) UTE OF 3M8° ANNEALED GLASS AND MUTE OF 3116° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPBAFE MAXIMUM PVB INTERLAYER. L 13/16° LAMI IG: (1) LITE OF 1/8" OR 3116" ANNEALED (MIN.) GLASS, 3/16° OR 144 AIR SPACE AND 7116" LANG CONSISTING OF (2) LITES OF 3118° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXACEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: MK), XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL -4868, FTL -4859 AND FTL -5330. ELCO TEXTRON NOA: 04-0721.01, 03. 0225.05 ANSVAF&PA NDS -2006 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY / ^ HURRICANE ZONE (HVHZ). 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED! G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. Mead* Des RatIMIX .LR 0120/44 D ADDED IQ CAP TORE TI D@ +3OFTNDTE FX 4/1887 C ADD FR T01107E878CH 0. NOTE 8TOCURRENTEDIT. NOA DRAWING MAP SHEET GENERAL NOTES.... -. 1 GLAZING DETAILS2 DESIGN PRESSURES3 ELEVATIONS4 VERT. SECTIONS. 6 HORIZ. SECTIONS..„6 PARTS LIST6 EXTRUSIONS............. 7 CORNER DETAIL. ..... 5 ANCHORAGE8-11 PAODUCI'RUVISUD as «implying with the L4artda 1341&1111g Coda Aw ms No 1 «04,0.02 Date 0✓41 IVA 20 {(d. ReridtIN Ravellta FX FX a®ap belie tielskra4 10117A78 8 CHANGE TO ASTM 8130602 InsakEd Oft .L 1070 IECHNOLOGYDRIVE NOKOMIS, 1.134326 P.O. KM 16211 . NDKOMte, FL 84274 PcT Visib/y Bata' GENERAL NOTES ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Saisetiodat HR740 &' 41 NTS 4 a 41 4127 -10 I D 1/2" NOM. GLASS BITE 118° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 5/16" LAMINATED GLASS 0 1/2" NOM. GLASS BITE 66,67,68,65,70,71 VI -0-- 3118° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3118" ANNEALED OR HEAT STRENGTHENED GLASS 7116" LAMINATED 7/16" LAMINATED GLASS C] EXTERIOR INTERIOR[ (ALL. SECTIONS) 1I8' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 118' ANNEALED OR HEAT STRENGTHENED GLASS 5/16' LAMINATED 5/18° OR 316' AIR SPACE 1/8" OR 3115" ANNEALED (MIN.) GLASS 13/16' NOM. 13/16° LAMI IG GLASS WI 5/16" LAMI 1/2" NOM. GLASS BITE 72,73,74,75,76,7) +�-- 3116" ANNEALED OR HEAT STRENGTHENED GLASS -6-- .090 SOLUTIA OR DUPONT PVB INTERLAYER �-- 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 3/16" OR 1/4" AIR SPACE 1/8" or 3116' ANNEALED (MIN.) GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI AD FOR INSTALLATION IN THE HVH2 ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED Ida. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. ReaeBk Wet RMdam IR. 460/11 0 ADDED1G CAP T08E TEMPERED fp +SIFTNOTE PRODUCTROYISIM the P1oLm Minium No D� 1!0 r RsgeeJ! Ds* Reaskan PJJG MEW R NO CHANGE THIS8HEET F.K. 1047108 8 NO CHANGE THIS SHEET Omni* Dog 4TheGrOBn Oak FJC 2128108 J.J 828186 1070 TECHNOLOGY DRIVE NOKOMIS. P1.34275 P.O. BQX 1520 NOKOMI,R94274 Vfr1b5' Better GLAZING DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT e.a„es,e,e mre 18710 2 a 11 I71ff asslarth4127- -10 I pft D tc fie ut % LCIm4, P.E. PE @99712 SinmUUel TABLE 1. XOX (114,112,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) FOR INSTALLATION IN THE HVHZ ABOVE 30 [1.i GLASS TYPES A G - HALL HAVE TEMPERED I•G• GLASS AND ANCHOTR E DP QUANTITY REMAIN UNCHANGED. WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 28" 38" 38 3/8" 48" 50 5/8" 54" 60" 83" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -80.0 Sr A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -80.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 106318" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 -52.3 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60,0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 UP TO 111" C,I +60.0 -60.0 UP TO 111" D E F, J,K,L +75.0 -75.0 TABLE 2. XOX (1/3,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 83" TO 867h6" A,B,C, +60.0 -80.0 TO 88 7/16 "• J,K,L +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 38" 38 3/8" 48" 50 5/8" 54" 60" 63" 60" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 ODUCi'1 "/I D sssrnea wuatkeI'bida t l► 66" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 -65.2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +89.6 -69.6 +65.2^ 74" A,B,G,H +75.0 -75.0 , +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 76.0 _ +75.0 -75.0 +68.1 -68.1 +63.8 -63.8 UP TO 74" C D E,F, I,J K, L ' +75.0 -75.0 �S% GLASS TYPES: TEST REPORT FTL -4858 (XOX), FTL -4859 (0X8, XO) AND FTL -5330 A. 5/16" LAMI - (1/8" A, .090,1/6" A) B. 5/16" LAMI - (1/8° A, .090,1/6" HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16' HS, .090, 3/16" HS) G. 13/16" LAMI IG -1/8" OR 3/16"A (MIN.), 5/16" OR 318" AIR SPACE, 5/16" LAMI - (1 /8"A, .090,1/8"A) H. 13/16" LAMI IG -1/8" OR 3/16 "A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (118"A, .090,1/8"HS) L 13116" LAMI 10-1/8" OR 3/16 "A (MIN.), 5/16" OR 3/8° AIR SPACE, 5/16" LAMI - (1/8 HS, .090,1/8"HS) J. 13/16" LAMI 13-1/8" OR 3/16"A (MIN.), 3/16" OR 1/4° SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"A) K. 13/16" LAMI IG -1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/161HS) L. 13/16" LAMI IG -1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "HS, .090, 3/16"HS) // , ����� ` "7 L Clerk, P.E. PE 6Ci971Y StnIClitial aassaex J.R. l 6norr4 0 ADDED fa, OAP TD�TENPSRID�w?DFTNOTBT DESIGN PRESSURES FAG 4/16/07 C ADD INTEGRAL FIN OPTION & UPDATE ADTM5130042DIV �� 84x!8 P.0.6QX1829 ntotcawe, FL sun ALUM. HORIZONTAL ROLLER WINDOW, IMPACT '�'°� F.K °�"" 40/47AS Raft= B REVISE DP TABLES TO AMT IE 4300.02 'V FK der ?/1bt09 "r.emB) l LI ma 3/23l� WM, Hester n"r mme NR7 ?0 1 e.w WTS I 3 a 11 r�m.n" 4127 -10 D DETAIL B - XOX (1/4- 1/2 -1/4) 33 9h8° MAX. 33 9/18° MAX r__ nr__ DLO FIXED cj DLO VENT 57 3/8" MAX DLO ALL FIXED LITES X 88° MAX DLO ALL VENTS lit" MAX I.F. FRAME ALL CONFIO. 83 MAX FLANGE FRAME ALL CONFIG. C-n 73° MAX WIDTH I.F. FRAME --Li 74° MAX WIDTH FLANGE FRAME DETAIL A - OX OR XO 27 3/8° MAX. DLO VENT 27 3/8° MAX. DLO FIXED B B X IMINF 887/18° MAX. WIDTH I.F. FRAME ---- 1 7118° MAX WIDTH FLANGE FRAME DETAIL C - XOX (1/3- 1/3 -1/3) NOTE 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL = I.F. FRAME FLANGE FRAME VIEW D -D (FRAME CORNER CONSTRUCTION) } D I; REVISED eop $lying with the Florida n le 1- 0to30 o « FINMA ERAMONIMIRVITh2V6 AM3COSEIES ' 34V8 P.0.89X15a NOKOMIS fl 84274 ELEVATIONS ALUM. HORIZONTAL RORER WINDOW IMPACT Ham NTS 4 a 11 412710 D 4A: Robert L Clark P.E PE #39712 Structural :V DETAIL B - XOX (1/4- 1/2 -1/4) 33 9h8° MAX. 33 9/18° MAX r__ nr__ DLO FIXED cj DLO VENT 57 3/8" MAX DLO ALL FIXED LITES X 88° MAX DLO ALL VENTS lit" MAX I.F. FRAME ALL CONFIO. 83 MAX FLANGE FRAME ALL CONFIG. C-n 73° MAX WIDTH I.F. FRAME --Li 74° MAX WIDTH FLANGE FRAME DETAIL A - OX OR XO 27 3/8° MAX. DLO VENT 27 3/8° MAX. DLO FIXED B B X IMINF 887/18° MAX. WIDTH I.F. FRAME ---- 1 7118° MAX WIDTH FLANGE FRAME DETAIL C - XOX (1/3- 1/3 -1/3) NOTE 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL = I.F. FRAME FLANGE FRAME VIEW D -D (FRAME CORNER CONSTRUCTION) } D I; REVISED eop $lying with the Florida n le 1- 0to30 o « FINMA ERAMONIMIRVITh2V6 AM3COSEIES ' 34V8 P.0.89X15a NOKOMIS fl 84274 ELEVATIONS ALUM. HORIZONTAL RORER WINDOW IMPACT Ham NTS 4 a 11 412710 D 4A: Robert L Clark P.E PE #39712 Structural INTERIOR 1-.— MAX. FIXED DLO — 1 MAX WIDTH (FLANGE FRAME) MAX. HEIGHT FLANGE FRAME EXTERIOR INTERIOR SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) 1 - MAX. FIXED DLO —«1 MAX. VENT DLO MAX. WIDTH (LF. FRAME) EXTERIOR SECTION A A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) EXTERIOR — - 11 INTERIOR ftradft d.Iz SECTION C-C SILL (VERTICAL SECTION, FLANGE FRAME) (VERTICAL. SECTION, I.F. FRAME) bake 100/11 HEAD (VERTICAL SECTION, I.F. FRAME) MoDUCrRBVISSA eacomplyta wishthoEtrkte Eloildhol Dam too Redtkax 0 NO CHANGE 7I08 SHEET Wradel '4' '4' u+ P JC 4'1Nn tw1 tura RL 0 eamare 41. ADD1NTEGRAL AN FRIWA JmEMS41,42AN048ANDVIENS. NO CHANT THJSSEET Dele ammo 107O1EGINOLCG OEIVE NOIWMAS, aL34278 PAD:A162B NOKOMIS, PL$4274 itT > Bauor SECTIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT pasa HR710 I Had' 15 11 I 04127.0 I D Robert L Calk, P.E. PE#39112 Structural ITEM DWG# REV DE4CRIPTION MAIL PG111 1 4102 A FLANGE FRAME HEAD 6063 -T6AL 612237 2 4025 SASH STOP (STD) (ANTI LIFT CLIP) 6063 -T5 AL 612244 3 #8X3 /4 PH. PAN HEAD 7834AA 4 4053 SASH STOP COVER (SASH STOP) 6063 -T5 AL 6 4136 FLANGE FRAME SILL 6063 -T6 AL 64136 7 4137 SILL ADAPTOR 6063 -T6AL 64137 8 4131 ROLLER TRACK 6063 -T6AL 64131 10 71298 WEEP HOLE COVER POLYPROP. 71298 12 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 13 4002 A FLANGEFRAMEJAMB 6063 -T6 AL 612225 14 4134 GASKET FOR MAIN FRAME SILL JOINT 74134W/K 15 1155 #8X1.000QUADPN.SMS 781PQA 16 4110 G SCREEN ADAPTOR 6063 -T5 AL 641100 17 4054 13 FIXEDMEL'IINORAIL 6063HD -TEAL 64054A 19 4066 WSTP,.187 X .230, FIN SEAL 640660 21 4105 SASH TOP& EOITOM RAIL 6063 -T5 AL 612240 22 1683 WSTP,.250 X .270 BACK, FIN SEAL 616836 23 225-1 ROLLER HOUSING &CRUDE 42112HD 24 226 BRASS ROLLER WHEELS BRASS 7BRWHL2 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 4006 D SASH MEETING RAE, 60631{S -T6 AL 64006 33 1235 WSTP,.170 X .270 BACK, FIN SEAL 673160 35 1096 SWEEP LATCH DIE-CAST 71096 . 36 1016 #8 X.625 PH. FL. SMS 7858 37 4126 SASH SIDE RAIL 6063 -T5 AL 64126 38 1683 WSTP.,.250 X .270 BACK, FIN SEAL 6168313 39 7070 BULB WEATHERSTRIP .187X .275 67070K 40 LIFT RAIL COVER CAP 74078"C" LORR 41 4139 LP. FRAMEHEAD 6063 -T6AL 64139 42 4140 LF. FRAME SILL 6063 -T6AL 64140 43 4141 I.F.FRAMEJAMB 6063 -T6AL 64141 50 GLAZING DOW 899, 995 OR EQUIVALENT 51 1224 VINYL CLAZINGBEAD BULB (THICK) 6TP247W,K 6TP248K 52 1225 VINYL GLAZING BFAD BULB (THIN) 53 4039 B C7.AZINGBEAD - 5/16" 6063-T5 AL 64039B 54 4044 B COAZINGBEAD -5/16" W /GRILL,KIT 6063 -T5 AL 644703 55 4222 A CB.AZING BEAD -7/16" 6063-T5 AL 64222 56 985 C CLAZINGBEAD- 7 /16"W /GRRLKIT 6063-T5 AL 6985 59 4067 CJ<AZINGBFAD - 13/16" 6063-T5 AL 64067 60 CLASS 5/16" IAMI (1/8" A, .090 PVB, 1/8" A) 61 " 5/16" LAMI (1/8" A, .090 PVB, 1/8" HS) 62 " 5/16" LAMI (1/8" HS, .090 PVB, 1/8" HS) 63 " 7/16" IAMI (3/16" A, .090 PVB, 3116' A) 64 " 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) 65 " 7/16" IAM1 (3/16" HS, .090 PVB, 3/16" HS) Pend gp J.R. 1TF1VI DWG# REVI DESCRIPTION 1 MAT'L 1 PGIW 66 GLASS, 67 68 13/16" LAMI IG.1 /8"A (MIN.), 3/8"A IR SPACE, 5/160 LAMI (1/8 "A, .090 PVB, V8"A) 13/16" LAMI IG.1 /8"A (MIN.), 3/8" AIR SPACE, 5/16" LAMI (I/8"A, .090 PVB, 1/8"HS) 13/16" LAMI 10.1/8"A (MIN.), 3/8" AIRSPACE, 5/16" LAM1(1 /8 "HS, .090 PVB, I /8"HS) 69 13/16" LAMI I0- 3116 "A (MIN.), 5/16" AIR SPACE, 5/16" LAMI (I /8"A, .090 PVB, 1/8"A) 70 a 71 it 72 73 74 75 fl 13/16" LAMI I0. 3/16 "A (MIN.), 5/16" AIR SPACE, 5/16" LAMI (1/8"A, .090 PVB, 1/8"HS) 13/16" LAMI 10-3/16"A (MIN.), 5/16" AIR SPACE, 5/16" LAMI (I /8"HS, .090PVB,1/8"HS) 13/16° LAMI1G1 /8 "A (MIN.), 1/4" AIRSPACE,7 /16" LAMI (3/16"A, .090 PVB, 3/16"A) A 13/16" LAM1 IG•1/8 "A (MIN.), 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3 /16"HS) 13/16" LAMI IG•II8"A(MIN.),1 /4" AIR SPACE, 7/16" IAMI (3/16"HS,.090 PVB, 3/169HS) 13/16" LAMI10- 3/16"A (MIN.) 3/16" A1RSPAM 7/16" LAMI (3/16"A,.090 PVB, 3/16"A) 76 77 90 1014 13/16" LAMI10- 3116"A (MIN.), 3/16" AIR SPACE, 7/16" IAM1(3/16"A,.090PVB, 3/16"113) 13/16" IAM110.3/16"A (MIN.), 3/16" AIR SPACE, 7/16" LAMI (3/16"}1S, .090 PVB,3/16 "HS) SCREEN PRA ME(HOR. & VER.) 3105 -H14 AL 91 1630 SCREEN CORNER KEY W/R1NGS POLYPROP. 92 1631 SCREEN CORNER KEY W /OUT RINGS POLYPROP. 93 1073 SCREEN SPRING ST.ST. 1624 SCREEN SPLINE -.135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE- .135 DIA. HARD EM PVC SCREEN CLOTH O I.F. FRAME JAMB #4141,8063 -T6 Oake ODOR 1 Redeker D FJC* sex FJC Rea Art 411!107 Data 10117/06 mime Redtkas c Softer ataairdirys S J.J. ADDED INK? TO GLASS TYPES ADD IIEllfS41, 42848 NO CHANGE THIS SHEET Met 3/23109 1070 TECHNOLOGY DRIVE NOKOMIS, 1L84278 KO. Mr 1519 NOXOMI9 F494V4 Fi r_ vS1bIya PARTS LIST 4� I.F. FRAME HEAD #4139,70 3.162 2.710 42, .F. FRAME SILL #4140, 8083 -16 39ODU gBY D q yIngwitntteAtodda a N* I%- Oro;iso.d2 Dew onto ALUM. HORIZONTAL ROLLER WINDOW, IMPACT labablet NTS 16 11 I°�"�4127- -10 I D //‘ Rout L CIE*, P.E. PE 839712 Structural 1 FLANGE FRAME HEAD #4102A,8083-T6 • 490 II Ik .082 r I- �.as1 • I OSASH STOP #4025, 8083 -T5 21 SASH TOP & BOTTOM RAIL #4133, 8083 -T6 .050 1.088 --r ij s GLAZING BEAD, 6/16" #4044B 8053 -T6 (USED WI GRILL KIT) 1.22 �- 2.710 O FLANGE FRAME SILL #4138, 8083 -113 46 O HORIZ. ROLLER TRACK #4131,8083 -T8 2 1.081 1-*- 32 SASH MTG. RAIL #4008D, 80811H8-78 1 F OW -1 St Ip .678 1.088 - I-- •-IU�� 0 GLAZING BEAD 7/16" #4222A, 808346 62 O FRAME SILL ADAPTER #4137,8083 -T8 17 FIXED MEETING RAIL #4054B, 6083RD -T6 29 SASH SIDE RAIL #4128, 8083-76 .060 1.116 1 I1 ®GLAZING BEAD, 7116" #985C,6083 -T6 (USED WI GRILL 107) h.513-1 II .738 O SASH STOP COVER #4053,1.75 Fe- 2.784 —�1 .082 13 FLANGE FRAME JAMB #4002A,6083 -T6 .878 $ 53 GLAZING BEAD, 6/16" #4039B,6083 -T6 I o5a .097 69 GLAZING BEAD, 13/16" #4087, 8053 -T5 PROM= REMISED da amwub n Ne si a4 c, c'2 (4 Raerep J.R OWN Ra D. NO CHANGE THIS SHEET C 4'1637 C NO OM SHEET Rradflia FJc Oats 1d17/0B Ra"r"e 8 amaa cti,erak, NDCHANGIE THIS SHEET 1010 TECHNOLOGY 0RME Nom, FL342Th P.O. BQX1l MOSOW,.PL34274 BG-T. visibly Dew' EXTRUSIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT estmilabe HMO I Half &N7 d 11 Ossingtia 4127-10 I D 4 // Robert L Clark, P.E. PE 030712 Structural ANCHOR QUANTITIES, XOX (114 - 112 -V4) WINDOWS TABLE 4 GLASS TYPES A,B,C,G,H,1 GLASS TYPES D,E,F,J,K,L ANCHOR TYPE, & SUBSTRATE 2,3, WOOD Z CONC 1, CONC 2,3, WOOD ZONES ZONES ZONES ZONES 2, CONC ZONES 1, CONC ZONES WINDOW S12E W V H HEAD & SILL m HEAD & SILL HEAD & SILL HEAD & SILL HEAD & SILL HEAD & SILL 53.125x 38.375 48.000 60.626 54.000 80.000 83.000 1 +02 +1 +02+1 2 1 +02+1 +02+1 2 1 +02+1 +02+1 2 1 +02+1 +02+1 2 1 +C2 +1 +02+1 2 1 +02 +1 +02+1 2 1+02 +1 +02+1 3 1 +02+1 +02 +1 3 1 +02 +1 +C2 +1 3 1.02+1 +02 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02+1 3 1 +02 +1 +02+1 3 1 +02+1 +(2+1 3 1 +02+1 +01+1 3 1 +C2 +1 +0x+1 3 1+02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02+1 3 1+02+1+02+1 3 1 +02+1 +02+1 3 1 +C1 +1 +02+1 3 1 +02+1 +02+1 3 1+02+1+{2 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1+02+1 +02+1 3 1 +02+1 +02 +1 3 1 +02 +1+02+1 3 1+02 +1+02 +1 3 1 +02+1 +02 +1 3 1 +02+1 +02+1 3 1+01+1+02+1 3 1 +02+1 +02+1 3 1 +03+1+03 +1 3 60.000x 38.376 48.090 60.628 64.000 60.000 63.000 1+02+1 +02+1 2 1 +02+1 +02+1 2 1 +C2 +1 +02 +1 2 1 +02 +1 +C2 +1 2 1+02+1+02 +1 2 1 +02+2+02+1 2 1 +02+1 +C2 +1 3 1 +02+1+02 +1 3 1 +02+1 +02+1 3 1+02+1 +C2 +1 3 1 +02+1 +02+1 3 1 +02+2+02+1 3 1 +02+1 +02+1 3 1 +02+1 +02 +1 3 1 +02+1+02+1 3 1 +02 +1 +02+1 3 1+02+1 +02+1 3 1 +02+2+02+1 3 1 +02 +1 +02 +1 3 1+02+1+01 +1 3 1+02+1 +02+1 3 1 +02 +1 +02+1 3 1+02 +1 +02+1 3 1 +(2+2 +01 +1 3 1+01 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +02+1 +02+1 3 1 +01+1 +02+1 3 1+C2+1+02+1 3 1+02+2+03+1 3 1+01+1+02+1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1+(2+1 +02+1 3 1+02+1 +C2 +1 3 1 +03+2 +03+1 3 74.000x 38.376 48.0 60.628 64.001) 80.E wax 1 +02+2+02+1 2 1 +02+1 +02+1 2 1 +C2 +2+02+1 2 1 +C2 +2+02+1 2 1 +01+2+02+1 2 1 +02+2+02 +1 2 1 +0+2+(1+1 3 1 +C2 +1 +02 +1 3 1 +(x+2+02 +1 3 1 +(2+2+0201 3 1 +02+2+02+1 3 1+02+2+02+1 3 1 +02+2+02+1 3 1 +02+1 +02 +1 3 1 +02 +2+02+1 3 1 +02+2+02+1 3 1 +02+2+02+1 3 1 +02 +2 +02+1 3 1+02 +2001+1 3 1 +02 +1+102 +1 3 1 +02 +2+02+1 3 1 +(2 +2+(2+1 3 1 +02+2 +(2 +1 3 1 +03+2+03+1 3 1 +02+2 +02 +1 3 1 +02+1 +02 +1 3 1+02+2 +02 +1 3 1 +(2+2+02 +1 3 1+02+2+02+1 3 1 +03+2+03+1 3 1 +02+2+02 +1 3 1 +02+1 +02+1 3 1 +03+2+03+1 3 1+03+2+02+1 3 1+02 +2+(2+1 3 1+03 +2 +03+1 3 84.000 x 38.378 4&000 60.628 64.000 tam 63.0][0 1+02 +2 +02+1 2 1 +02+2 +02+1 2 1 +(2+2+(2 +1 2 1+02+2+02+1 2 1+02+2+02+1 2 1+02 +3+02+1 2 1 +02+2 +01 +1 3 1 +02 +2032+1 3 1 +02 +2+(2 +1 3 1+02 +2 +02+1 3 1 +02+2 +02+1 3 1 +03+3+03+1 3 1 +02+2 +(2 +1 3 1 +02+2+02 +1 3 1 +02 +2+02+1 3 1 +02+2+02+1 3 1 +0:2+2+(2+1 3 1 +03+3+03+1 3 1 +01+2+02+1 3 1 +02+2+02 +1 3 1 +02+2+02 +1 3 1+02+2+(1+1 3 1 +02+2+02 +1 3 1 +04+3+04 +1 3 1 +02+2+02+1 3 1 +02+2+02+1 3 1 +02+2 +02+1 3 1 +03+2+(2+1 3 1 +(2+2+02+1 3 1 +04+3+04+1 3 1 +01 +2 +02 +1 3 1 +02+2+02+1 3 1 +03+2 +03+1 3 1 +03+2+03+1 3 1 +02+2+02+1 3 1 +04 +3+04+1 3 106.376 x 38.375 48.000 80.628 64.E 60.000 63.000 1 +02 +2 +022+1 2 1+02+2 +02+1 2 1 +02+3 +C2 +1 2 1 +022+3+02+1 2 1+02 +3+02+1 2 1 +02+4+02+1 2 1 +02 +3+02+1 3 1+02+2 +02+1 3 1 +03+3+02+1 3 1+03+3+03+1 3 1 +02+3+02 +1 3 1 +03+4 +03+1 3 1 +02 +3+02+1 3 1 +01+2+02 +1 3 1+03+3+03 +1 3 1+03 +3 +03+1 3 1 +03+3+03+1 3 1 +03+4 +03+1 3 1 +03+3+03+1 3 1 +02 +2+(2+1 3 1 +03+3+02+1 3 1+03 +3+03+1 3 1+03+3+03+1 3 1 +04+4 +04+1 3 1 +03+3+03+1 3 1 +02+2+02+1 3 1 +04+3+04 +1 3 1+04+3+04 +1 4 1 +03+3+02+1 3 1+04+4 +04+1 3 1+03+3+03+1 3 1 +02+2+02+1 3 1 +04+3+04 +1 3 1 +04+3+04 +1 4 1 +04+3+04+1 3 1 +06+4 +05+1 3 111.000x 38.378. 48.000 60.626 84.000 60.000 63.000 liarabs .LR ago 62/01 1 +02 +3+02+1 2 1 +02 +2+02+1 2 1 +02+3 +02+1 2 1+02+3+02+1 3 1+02+3+(2+1 2 1 +02+4 +02+1 2 1 +02 +3+02+1 3 1+02 +2 +•2+1 3 1 +03+3 +03+1 3 1 +03+3+03+1 3 1 +02+3+02+1 3 1 +03+4+03+1 3 1 +02 +3+02 +1 3 1+02+2+02+1 3 1 +03 +3+03+1 3 1+03+3+03+1 3 1+03+3+C3+1 3 1 +03+4 +03+1 3 1 +C3 +3+0^3+1 3 1 +02+2+02+1 3 1 +03+3+(2+1 3 1 +03+3 +02+1 3 1 +03+3+03+1 3 1 +04+4 +04+1 3 1 +03+3+03+1 3 1 +02+2+02+1 3 1 +04 +3+04 +1 3 1 +C4 +3+04+1 4 1 +03+3+03+1 3 1 +04+4 +04 +1 S 1 +03+3+03+1 1+(2+2 +02 +1 3 1 +04+3+04 +1 3 1 +04+3+04 +1 4 1 +04+3+04+1 3 es Ors 4H510T Mb; RS17/08 Robb= 0 Raid= C Raddras B G"ui"des J,L ADDED IGCAP7OBE TEMPERED 010 +901 TNOTE UPDATETABLE4, SELECT VALUES DUE TO ANCHOR CAP. ADJ. REVISE ANCHORAGE FORMAT, HEAD &SILL CLUSTERS 3/89/08 I 1+05+4+05+1 070 TECSNROLOGYORM NOKOAIS.R.84270 P.O. BOX I= NOXOMIS, FL 34274 4 NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 -#12 STEEL SCREWS (05) 2. GLASS TYPES: A. 6/16" LAMI - (118" A,.090,1/8 A) B. 6/18° LAMI - (1/0"A..090,1/8 HS) C. 5116" LAMI - (118" HS,.090, 1/8" HS) D. 7/16" LAMI - (3/16"A,.090, 3/16°A) E. 7/18° LAMI - (3/16"A,.090, 3/18' HS) F. 7/16" LAMI - (3116" HS,.090, 3116° HS) 0. 13/16° LAMI 10 - 1/8" OR 3/18° A ( MIN.), 5/18° OR 3/8° SPACE, W16" LAMI - (1/8 A,.060,1/8° A) H. 13/16" LAMI 10 - 1/8° OR 3/18" A (MIN.), 5/16° OR 318" SPACE, 6/16" LAMI - (1/8" A,.090, 1/8" HS) I. 13/16" LAMI 143 - 1/8" OR 3/16" A (MIN.), 5116" OR 3/8" SPACE, 5/16" LAMI -(1/8° HS,.090, 118" HS) J. 13/18" LAMI 143 -1/8° OR 3/16"A (MIN.), 3116" OR 1/4° SPACE, 7/16" LAMI - (3/16" A,.090, 3/18°A) K. 13/16° LAMI 123 - 1/8" OR 3/16" A (MIN.), 3118° OR 1/4° SPACE, 7/16" LAMI - (3116° A,.090, 3/16" HS) L. 13/16" LAMI 10 -1/8" OR 3116° A (MIN.), 3116" OR 1/4" SPACE, 7/16° LANG - (3116"1-15,.090, 3/16" HS) A FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G -I. SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 3/4" MAX. FROM CORNERS. JAMBS: 0" MAX. FROM CORNERS AND 22 1/2° MAX O.C. TABLE KEY: X O X I1+C3 +4 +03+1 3 I-+- -ANCHOR QUANTITY PER JAMB f HEAD AND SILL ANCHOR QUANTITY. A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 26314° max. -+-1 1-t-3 °MIN. t 1/t i 9' REF' X o x MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 9° REF. 28 314° MAX. 1/2" TYP. I-4-3" MIN. u t i 1 0 X MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS PRODUCTREVISRD as wmpjyfig whh+ha Maids Building Colo Amp= DOto ,,T Vraib(y Bet[m ANCHORAGE SPACING, XOX (1/4- 1/2 --1/4) ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ato Itow lets* NTS 8 7 �4127 -10 M I D 1/" Robert L Clark, P.E. PE =9712 Slootaai ANCHOR QUANTITIES, XOX (1/3413 -1/3) WINDOWS TABLE b NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 - 1/4" ELCO 884 CRETE -FLEX 3 - #12 STEEL SCREWS (05) ANCHORTYPEa GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 2•3, W00D 2, CONC 1, CON0 23, WOOD 2, CONC 1, CONC & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE HEAD & SILL 2g 4 HEAD & SILL 2 / HEAD & SILL 2 / HEAD & SILL 2 / HEAD & SILL 0g 6 HEAD & SILL 2. GLASS TYPES: Qp g2 6 A. �6" LAMI _ (1/8" A,.090,1/8" A) 8.6/16" LAMI - (1/8" A,.090, 1/8" HS) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED 1.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 48.000x 38.376 48.000 60.826 64,000 80.000 83 000 1 +02 +1 +02+1 2 1 +C2+1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +02+1+02 +1 2 1 +02+1 +02+1 2 1+02 +1 +02+1 2 C. 6/16" LAMI • (1/8" HS,.090,1/8° HS) 1 +02+1 +02+1 3 1 +C2+1+C2+1 3 1 +C2+1+00 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 D. 7/18" LAMI - (3/18" A,. 090, 3/18" A) 1 +02 +1 +02+1 3 1+02 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +02+1 +02+1 3 1 +02+1 +C2 +1 3 1 +02+1 +02+1 3 E. 7/18"LAMI- (3H8"H,.�,,3/1 HS) F. 7118° LAMI - (3118 /13,.090, 3118 HS) 1 +02 +1+02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1+02+1 3 1 +C2 +1 +02+1 3 1+02+1 +02+1 3 1 +02+1+02+1 3 G. 13/18" LAMI 10 - 1/8" OR 3/16" A (MIN.), 6/18" OR 3/8" SPACE, 6 /18 LAMI - (1/8°A,.090, 1/8" A) 1 +02+1+C2+1 3 1+02 +1 +02 +1 3 1 +C2+1+C2 +1 3 1 +C2 +1 +02 +1 3 1+02+1 +C2 +1 3 1 +(2+1 +02+1 3 H. 13/18" LANK; - 1/8" OR 3/18" A (MIN.), 6/18 OR 3/8" SPACE, 6/18 LAMI - (1/8°A,.090, 1/8" HS) 1 +C2 +1+02 +1 3 1 +C2 +1+02 +1 3 1 +02+1 +(�+1 3 1 +C2 +1 +C2 +1 3 1 +02 +1+02+1 3 1 +03+1 +p+1 3 1 13/18" LAMI 10 - 1/8" OR 3/18" A (MIN.), 6/18" OR 3/8" SPACE, 5/18" LAMI -(1/8" HS,.090,1/8° HS) J. 13/18" LAMI 10 1/8" OR 3/16" A 3/16" OR 1/4" SPACE, 53.128x 38.375 48.030 60.826 64.000 80.000 83.000 1 +02+1 +02 +1 2 1 +C2 +1+02 +1 2 1+02+1 +01 +1 2 1 +C2 +1 +02+1 2 1+02+1 +02 +1 2 1 +02 +1 +02+1 - (MIN.), 7/18" LAMI - (3/18 A,.090, 3/18" A) 2 K. 13/18 LAMI 1E1- 1/8" OR 3/16" A (MIN.), 3/18 OR 1/4" SPACE, 7118" LAMI - (3/18°A,.000, 3/18 HS) 1 +C2 +1 +02 +1 3 1 +02+1+02 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +02+1 3 1+02+1 +02+1 3 1 +02+1 +02+1 3 L 13118 LAMI 10 - 1/8" OR 3/18 A ( MIN.), 3/160 OR 1/4" SPACE 7 /18 LAMI - (3118 H8,.090. 3/16" HS) 1 +02 +1 +02 +1 3 1 +C2+1 +02 +1 3 1+02 +1 +02 +1 3 1 +C2 +1 +02+1 3 1 +C2 +1 +02+1 3 1 +02 +1+02+1 3 1 +C:2 +1 +02 +1 3 1+02+1 +02 +1 3 1+C2+1+02+1 3 1 +02+1 +02+1 3 1+02+1 +02 +1 3 1+02 +1 +02 +1 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1 +02+1 +02+1 3 1+02+1 +02 +1 3 1 +C2 +1+02 +1 3 1+02 +1 +02+1 3 1 +02+1 +02+1 3 1+03+1 +03+1 3 1+02 +1+02 +1 3 1 +02+1 +02+1 3 1 +02+1+0 +1 3 1 +02+1 +02 +1 3 1 +02+1 +02 +1 3 1 +03 +1 +03+1 3 HEAD & SILL: 10112" MAX ON EACH SIDE OF MEETING RAIL CENTERLINE 80.000x 3&376 48.000 60.826 64.000 60.000 83.E 1 +02+1+02 +1 2 1 +C2 +1 +02+1 2 1 +02+1+02 +1 2 1 +C2 +1+02 +1 2 1002+1 +:2+1 2 1+02 +1 +02+1 2 26 314° MAX FROM CORPIERS JAMBS: 9" MAX FROM CORNERS AND 22 1/2" MAX O.C. 1 +02+1+02 +1 3 1+02 +1+02+1 3 1+02 +1+02 +1 3 1+02+1+02 +1 3 1 +02+1 +01+1 3 1 +02 +1002+1 3 TABLE ,, 1 +C2 +1 +02+1 3 1 +02+1+02+1 3 1 +02 +1+02+1 3 1 +02 +1 +02 +1 3 1+02 +1+02+1 3 1 +C2 +1 +02+1 3 X' Q X 1 +02 +1 +02+1 3 1+01 +1+02 +1 3 1 +02+1+02+1 3 1 +02+1+02 +1 3 1+02 +1 +02 +1 3 1 +0;3+1+03+1 3 I1 +03+1 +C3 +1 1 3 l-+- -ANCHOR QUANTITY PER JAMB PRODUCPREVIS® as t1 -1C�6 O� 1 +02+1 +02+1 3 1+02 +1+02 +1 3 1+02 +1 +0I+1 3 1+02 +1 +C2+1 3 1+02 +1 +02+1 3 1 +03+1 +03+1 3 j HEAD AND SILL ANCHOR QUANTITIE8 1 +02 +1 +02 +1 3 1 +02+1 +02+1 3 1 +02 +1 +02 +1 3 1 +03+1 +03 +1 3 1 +02+1 +02 +1 3 1 +C3 +1 +C3+1 3 68.000x 38.375 48.000 60.828 64.000 80.000 83.000 1+(2+1+02+1 2 1+02+1 +C2 +1 2 1 +C2 +1+02 +1 2 1 +02+1 +02+1 2 1 +C2+1 +C2 +1 2 1 +02+1 +02 +1 `I 2 A EACH R OF (3) ANCHORS CENTL]4ED ON EACH MEETING RAIL PLUS (1) 1 +02 +1+42 +1 3 1 +C2 +1 +02+1 3 1 +C2 +1+ 2 +1 3 1+02 +1 +02+1 3 1 +02 +1 +02 +1 3 1+02 +1 +(2 +1 3 ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL (3" MIN. O.C. ANCHOR SPACING) 26 3/4" MAX, 1--..{ �-3" MIN 1 +02 +1+02 +1 3 1 +02+1 +02+1 3 1+02 +1+02 +1 3 1+02 +1 +02+1 3 1 +02+1 +02+1 3 1 +03+1 +03+1 3 1+02 +1+02+1 3 1 +C2 +1+{2 +1 3 1 +02+1+02 +1 3 1+02 +1+02+1 3 1 +02+1+(2 +1 3 1+03 +1+pa1 3 1+02 +1 +02 +1 3 1+02+1+02 +1 3 1 +02 +1 +132 +1 3 1 +0 3 +1+03+1 3 1 +C2+1 +C2+1 3 1+03 +1 +03+1 3 1 +02+1 +02 +1 3 1 +02+1+02+1 3 1 +03+1+03 +1 3 1 +03 +1+03+1 3 1+02+1 +02+1 3 1+03 +1 +03+1 3 74.000x38.378 48.000 80.826 64.E 60.000 83.000 1 +02+1 +02+1 2 1 +02+1 +02 +1 2 1 +02+1+02+1 2 1 +02 +1+02 +1 2 1+02+1 +02+1 2 1+02+1 +02+1 2 1 +01 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +02+1 +02 +1 3 1 +02 +1+02 +1 3 1+02 +1 +(2+1 3 1 +p+1 +p+1 3 1 +02+1+02+1 3 1+02+1 +C2 +1 3 1 +02+1 +02+1 3 1 +02+1 +02 +1 3 1+02 +1+(2+1 3 1 +03+1 +03+1 3 4 AAA X -� I 1 0 1 1 X 1+132+1+02 +1 3 1 +02+1 +02+1 3 1 +02 +1 +02+1 3 1 +C2 +1+02 +1 3 1 +02+1 +02+1 3 1 +03+1 +C3 +1 3 8"REF' 1 +(2 +1+02 +1 3 1 +02+1 +02 +1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 3 1 +02 +1 +52+1 3 1 +02+1 +02+1 3 1+02+1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +03+1+03+1 3 1 +C3+1 +03+1 3 1+01+1+02+1 9 1 +0301 +02+1 3 TYP.— CLUSTER WI QTY. OF (3) ANCHORS `4' geggg ggggg 1+02+1 +02+1 1+02+1+02+1 2 1 +02+1 +02+1 2 1 +02+1 +02 +1 2 1+02 +1 +02+1 3 1 +02+1+02+1 2 1+02+1+82 +1 2 MTG.RAIL 1 +(2+1+(2+1 1 +02+1 +02+1 3 1 +02+1+02 +1 3 1 +02 +1+02 +1 3 1 +02+1+02 +1 3 1 +02+1 +02+1 3 1 +02+1 +01+1 3 1+(2+1 +02+1 3 1 +(2 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1+03 +1 +02+1 3 1 +03+1 +p+1 EXAMPLE 3 3 (SHOWN IN TABLE KEY ABOVE) • '" �'T'r!-�4 �-� /' ""'r J- �,, e .-,,.,1,. •,,. 1+(2+1+02+1 3 1 +02 +1+02 +1 3 1 +03+1 +03+1 3 1 +03 +1 +03+1 3 1 +02+1 +02 +1 3 1 +03+1 +53+1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 4 1 +03+1 +C3 +1 3 1 +03+1 +03 +1 3 - '"-�" -'16 3/4" MAX 1/2°' I+-3" 1 +03+1 +03+1 3 1 +02+1 +02 +1 3 1 +03+1+03+1 3 1 +03+1 +03+1 4 1 +0„3+1 +03+1 3 1 +04 +1+04 +1 4 88437x38.376 48.000 60.826 64.000 80.000 83.000 1 +02 +1+02 +1 21 +02 +1 +02 +1 2 1+C2+1+02+1 21+02 +1 +C2 +1 3 1 +02 +1 +C2 +1 2 1+02+1+02+1 MIN. 2 --- 1 ' if L P.E. PE339712 81rucmel 1 +C2 +1+02 +1 3 1 +02+1 +02+1 3 1 +02+1 +02 +1 3 1+02 +1 +02+1 3 1 +02+1 +02+1 3 1+03 +1 +03+1 3 9" REF. 1 5422 . y ! 13I O 1 X 1+02+1+02 +1 3 1 +02 +1 +02 +1 3 1+02 +1 +02+1 3 1 +02 +1+02 +1 3 1 +02+1 +02 +1 3 1+03 +1 +03 +1 3 r =� 1+02+1 +02+1 3 1 +02 +1000+1 3 1 +03+1 +03+1 3 1 +:3+1+03 +1 3 1002+1 +02+1 3 1 +03+1+03 +1 3 1+02+1 +02+1 3 1 +02+1+02+1 3 1+03+1 +03+1 3 1+03+1 +03 +1 4 1 +03+1+03 +1 3 1+04 +1 +04 +1 4 MTG.RAIL,TYP.- 1 +03+1 +03+1 3 1 +(2+1+2+1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 4 1+03+1 +03+1 3 1+04 +1 +C4 +1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Masao Data MOM a aan ®ro CAP 7oae7e�/a�a +aav<rt�7e ilaortptim ANCHORAGE SPACING, XOX R FJC n 0 UPDATE TABLE s s>�OrVALUESDJETO ANCHOR OAPAD.. COAUS,FL34275 P0.. SQX $523 NOKOmIA, FL 34274 111-- M ALUM. HORIZONTAL ROLLER WINDOW IMPACT sul et FJC O1e° 10/27/08 ' S REVZSEANCHORAGEFOR)JAE, HEADA SILL CLUSTERS awe 3 1 Hsi* Better t lam* FA Der 212808 m" nee,. J.J. Arai " UPIIO " NTS J ,a u4roaa 9 d 11 I 4127-90 r." J D ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 GLASS TYPES A,B,G,H ANCHOR TYPE & SUBSTRATE GLASS TYPES C,D,E,F,I,J,K, L 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W V H ao I"0 2 N °0 m O-1 (0 °-. zy o!f m 2 co 37.000 x 38.375 48.000 60.625 54.000 80.000 83.000 1 +02 +1 2 1 +102 +1 2 1 +C2 +1 2 1 +102 +1 2 1 +02 +1 2 1 +102 +1 2 1+02 +1 3 1 +02 +1 3 1+02+1 3 1+02 +1 3 1+102 +1 3 1 +C2 +1 3 1+02 +1 3 1 +102 +1 3 1+02+1 3 1+02 +1 3 1 +02 +1 3 1+02+1 3 1+02 +1 3 1 +102 +1 3 1 +102 +1 3 1 +102 +1 3 1 +02 +1 3 1 +02+1 3 1+02 +1 3 1 +02 +1 1 +03 +1 3 1 +02 +1 3 1 +102 +1 3 1 +03 +1 3 1 +02 +1 3 1 +102 +1 3 1 +03 +1 3 1 +02 +1 3 1 +102 +1 3 1+03 +1 3 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02 +1 2 1 +02 +1 2 1 +02 +1 2 1 +02 +1 2 1 +102 +1 2 1+02 +1 2 1+02+1 3 1+C2 +1 3 1 +102 +1 3 1 +02 +1 3 1 +102 +1 3 1 +02 +1 3 1 +02 +1 3 1+C2+1 3 1 +03 +1 3 1+02 +1 3 1+02 +1 3 1 +03+1 3 1 +102 +1 3 1 +102 +1 3 1 +103 +1 3 1 +102 +1 3 1 +02+1 3 1 +03 +1 3 1 +103 +1 3 1 +02 +1 3 1 +103 +1 3 1 +03+1 3 1 +102 +1 3 1 +03+1 1+03+1 1 +02 +1 3 1 +02 +1 3 1 +03+1 3 1 +103 +1 1 +102 +1 1+02 +1 1 +03+1 1 +03+1 1 +03+1 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +102 +1 1 +02+1 1 +03+1 1+03 +1 1 +103 +1 1 +03 +1 88.000 x 38.375 48.000 50.625 64.000 60.000 63.000 2 +02+2 2 +02+2 2+03 +2 2 3 3 3 4 4 3 3 3 4 4 4 3 4 4 1 +102+1 1 +02 +1 1 +02 +1 1 +02 +1 1 +02 +1 1 +C3+1 1 +102 +1 1 +102 +1 1+02 +1' 1+02 +1 1+03+1 1 +03+1 1 +02 +1 1 +102 +1 1+102 +1 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 1 +102 +1 1+03 +1 1+03+1 1 +03 +1 1 +03+1 1+04+1 2+02 +2 2 +103 +2 2 3 3 3 3 3 2 3 3 1 +102 +1 2 1 +02 +1 1+02 +1 1 +02 +1 3 1 +102 +1 3 1 +C3+1 3 3 2 1+03 +1 1 +02 +1 3 2 1+02 +1 3 1 +03+1 3 1 +02 +1 3 1 +03+1 3 1 +102 +1 3 1+03 +1 2+03 +2 3 2+03+2 2 +04 +2 2+04 +2 2 +02 +2 2 +03 +2 2+03 +2 3 4 4 3 3 3 1 +03+1 1 +03 +1 1 +02 +1 1 +102 +1 1 +03 +1 1 +103 +1 1 +03+1 1 +103 +1 2 +02 +2 2 +102 +2 2 +03+2 4 4 3 3 3 4 4 4 3 4 4 1 +02 +1 3 1 +03+1 3 1 +03+1 3 1+04 +1 3 1 +02 +1 2 2+02 +2 2 1 +02 +1 3 2+03 +2 3 1 +102 +1 3 2 +03+2 3 1 +02 +1 3 2+03 +2 3 1 +03+1 3 2 +04 +2 4 1+03+1 3 1 +102 +1 2 2 +104 +2 4 2 +02 +2 1 +02 +1 3 2 +03 +2 3 1+02 +1 3 2+03 +2 4 1 +02 +1 3 2 +03+2 4 2 +03+2 4 1+02 +1 3 2+03 +2 2 +03 +2 3 4 2+03 +2 4 1 +03+1 3 2 +04+2 2 +03+2 4 1+03+1 3 2 +104 +2 4 1 +03 +1 4 1+03+1 3 2 +04 +2 4 2 +03+2 4 1 +03+1 3 2 +104 +2 4 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2 +02 +2 3 2 +02+2 2 2 +02 +2 3 2 +02+2 3 2 +02 +2 2+02 +2 3 2+03+2 4 2+02 +2 3 2 +03 +2 4 2+03+2 4 2+02 +2 3 2+03+2 4 2 +03 +2 4 2+02 +2 3 2+03+2 4 2 +03+2 4 2+02 +2 2 +103 +2 4; 2 +03+2 4 2 +03+2 3 2 +104 +2 4 2 +03+2 4 2 +103 +2 3 2 +104 +2 4 2 +03+2 4 1 +103 +1 3 2 +04 +2 4 2 +03+2 5 2+03 +2 3 2+04 +2 4 2 +03 +2 4 1 +03 +1 3 2 +104 +2 4 2 +104 +2 5 2 +103 +2 4 2 +04 +2 5 NOTES: 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 -1/4° ELCO S64 CRETE -FLEX 3 - #12 STEEL SCREWS (05) 2. GLASS TYPES: A. 5118° LAMI - (1/8" A,.090, 1/8" A) 6.6#18° LAMI - (1/8" A,.090,118° HS) C. 6/18° LAMI - (1/8" HS,.090, 1/8" HS) D. 7/18' LAM! - (3/18° A,.090, 3116°A) E. 7/18° LAMI - (W16" A,.090, 3/16" HS) F. 7/16" LAMI - (3/18° HS,.090, 3/18 HS) G. 13/16° LAMI 1G - 1/8° OR 3/18° A (MIN.), 8/18° OR 3/8 SPACE, 5/18 LAMI - (1/8°A,.090, 1/8° A) H.13/16" LAMI 1G - 1/8° OR 3/18 A (MIN.), 5/18 OR 3/8° SPACE, 8/16" LAMI - (1/8" A..090.1/8° HS) I. 13/18 LAMI 10 -1/8° OR 3/18 A (MIN.), 5/18" OR 3!8" SPACE, 5/16" LAMI - (1/8" HS,.090, 1/8" HS) J. 13/18" LAMI 1G - 118° OR 3/18" A (MIN.), 3/18" OR 1/4" SPACE, 7 /18 LAM! - (3118 A,.080, 3/18" A) K.13 /16" LAMI 10 - 1/8° OR 3118" A (MIN.), 3/18 OR 114" SPACE, 7/18 LANG - (3118 A,.090, 3116" HS) L 13/18 LAMI 10 -1/8 OR 3116" A (MIN.), 3/18 OR 1/4" SPACE, 7 /18 LAMI - (3/18" HS,.090, 3/18 HS) A FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10111° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 183/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. TABLE KEY: ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL (3° MIN. O.C. ANCHOR SPACING) EXAMPLE CLUSTER WI QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) I 314" MAX Ir 1 1/2° TYP 9° REF. 1 MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS PRODUCT. REVISED ea complying with the Florida %Ming Code Data 41 Aaca nano No " _ !/ Reredllg Ws) R,rr JJt. 520/11 0 ADD®IG CAP TOBETEMPERED +90FTNOTE Roar � RIC 4/15/07 R 0 CHELTA&LE #TO& &SELECTVALL ESDUETOANCHORCM. AW Rmdiyz aL • Rola= FJC 10H7/00 B REWSEA AGE FORMAT, HEADS SILL CLUSTERS ar®51 *WNW arcs FJC 2!28/00 .L,L 31 IO7O TECHNOLOGY DRIVE NOKOIA8.1.1.34279 P.O. Noe 189 N0000MI6, 8.34274 PT ANCHORAGE SPACING, OXANDXO WINDOWS .-.-° ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Bey wino I NTSJ 10 a 11 ��4127- -10 I D MIN. 3.4 KSI CONCRETE 1x WOOD BUCK, NOTE 3 1314" MIN. E.D. TYP. • ti • •••, NOTE1 1/4° MAX SHIM 2x WOOD BUCK, NOTE 3 CONCRETE WOOD ANCHOR ANCHOR, 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083 -T5 AND A MINIMUM NOTE 1 DETAIL A NOTE 2 DETAIL B OF 1/8° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A TYPICAL FLANGE FRAME HEAD SECTIONS #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. NOTES: 1. FOR CONCRETE APPUCATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO 1 3/8" TAPCONS EMBEDED 13/8" MIN. OR 1/4° SS4 CRETE -FLIT( EMBEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM MIN. ANCHOR TO CONCRETE EDGE IS 13/4 ". FLATHEAD ANCHORS MUST BE 412 TRIMFIT HEAD. 1/4 MAX SHIM 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE 812 STEEL SCREWS (05) OR 1/4" SS4 CRETE -FLEX WITH 412 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 11/2°. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 1 /4" MAX ---"- SHIM WOOD ANCHOR, NOTE 2 1 3/8" MIN. 1/4° MAX SHIM —I CONCRETE ANCHOR, NOTE 1 1 1/4° MIN. (1.5 KSI CMU) OR • •. • PER NOTE 1 ` • (3.4 I(81 CONCRETE) 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT EDITION. 2x WOOD BUCK, NOTE 3 1x WOOD BUCK, NOTE 3 DETAIL E DETAIL F CONCRETE ANCHOR NOTE 1 13/4° a EXTERIOR INTERIOR • q MIN. ED (HEAD & SILL DETAILS TYP. 4 INTERIOR (JAMB DETAILS E, F & I) EXTERK)R TYPICAL FLANGE FRAME JAMB SECTIONS 1/4" MAX. SHIM ` . NOTE 1 13/4" MIN. MIN. 3.4 KSI f e ( E.D. TYP. CONCRETE DETAIL C we+rl,, JR WOOD ANCHOR NOTE 2 1/4" MAX SHIM MIN. 2x WOOD x • • BUCK, DETAIL D NOTE3 TYPICAL FLANGE FRAME SILL SECTIONS Des 8/2WU D HOCH/WOE7NDSHEET FJC 4/1 7 C ADD6.. nom` ;f•j° •71,I( jrW:7EDtflON' Ravi* DoO< noose FJC 1W17AS 13 REVISE EDGE ONT. , EMBEDMENT & SHT. FE ERENCEB """ep crime De Des F1C 218/08 J.R X8, B DETAIL H (HEAD) NAILING .131 DIA. MIN. x 21/2" NAIL AT CORNERS AND 8° O.C. TYPICAL DETAILS G, H & I. 1078 TEC*INO.ODY DRIVE NOKOMIS,FL34278 P.O. wpm= NORMS, FL 84274 DETAIL G (SILL) DETAIL I (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS PST Vts/bjy 2�ter ANCHORAGE DETAILS me ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 I Halt' 111 a 11 I 4127 -10 I D Aube/it. Mark, P.E. PE #38712 • MIAMFDA E COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.uniamidade.eov/bnild inecode ScoPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board ofRules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) .and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PW 701" Aluminum Fixed Window — L.M.L APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact", sheets 1 through 8 of 8, dated 7/14/03, with last revision "C" dated 03/31/10, prepared by PGT industries, signed and sealed by Anthony L. Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manu = tuarerts name or logo, city, state and following statement: "Miami -Dade County Product Control App '`ed ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal a lication_ no change in the applicable building code negatively affec TERMINATION of this NOA will occur after the exp in the materials, use, and/or manufacture of the product or I. any product, for sales, advertising or any other purposes sh, comply with any section of this NOA shall be cause for ADVERTISEMENT: The NOA number preceded by the by the expiration date may be displayed in advertising lite it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provi distributors and shall be available for inspection at the job s This NOA revises NOA # 08- 1112.10 and consists of this document mentioned above. The submitted documentation was reviewed by Carlos M. e,K once of this produS REVISED AND RESUBMIT; ate or if there has been a rev s# ' q,efiR i: CORRECTED � '. ' isuuse of this NOA as a 1n endorsement of CO automatically terminate this NOA. Failure to litatteugtsimensmsktetcok made on the shop drawings a e r Ctor rom corn - lia wry or s it ` At Ala t , mgs and • speci`�9� ons. This cnec is on 1 Mot general forrna.ce with the design concept of the proiect re use �, .,, er���, -.,, ,;�}?&thtfhPinformation given in en1410,....krii.ngfQffigitittector is responsible aggolr?" _ greP-1)-1401YRIlds entities dimw°'onS: selecting fabrication processes and utPhi5r es of construction; coon inating.hiS work with that of e other trades; ar id performi • his work in a sate and sa ij :1 :t0ry n-larNOA No 1 F 1 4.05 Expiration Date: Februa 9 r 014 CUSTAV PPrgN rP ilkp>lembep 010 ARCHITECT /PLA 1N -R �� �, gage Date f&AlaBY 1 APPROVED PGA.' Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact", sheets 1 through 8 of 8, dated 7/14/03, with last revision "C" dated 03/31/10, prepared by PGT Industries, signed and sealed by Anthony L. Miller, P.E. B. TESTS "Submitted under NOA # 0 &1112.10" 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum fixed windows of various shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3835, dated, 07 /18/03 and Test Report No. FTL -3850, dated 07/31/03, both signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor verification calculations, complying with FBC - 2007, dated 08/18/10, prepared, signed and sealed by Anthony L. Miller, P.B. "Submitted udder NOA # 08- 1112.10" 2. Anchor verification, comparative and structural analysis, dated 04 /13/2007, prepared, signed and sealed by Robert L. Clark, P.E. 3. Glazing complies w/ ASTM.E- 1300 - 02/04. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS "Submitted under NOA # 08-1112.10" 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for the "Saflex IIIG Clear or colored Interlayer ", expiring on 05/21/11. 2. Notice of Acceptance No. 05- 1208.02 issued to E.1. DuPont DeNemours for "DuPont Butacite PVB", expiring on 12/11/20I0. F. STATEMENTS "Submitted under NOA # 08- 111210" 1. Statement letter of code compliance, "No change from previous approval and "No financial interest ", dated 11 -06-08 signed and sealed by Robert L. Clark, P. E. 2. Statement letter of Lab compliance, as a part of above referenced test reports. ,m/3$fr E -1 Carlos N1. Utrera, P.E. Product Control Examiner NOA No 10- 0504.05 Expiration Date: February 19, 2014 Approval Date: September 22, 2010 NOTES: SERIES 701 ALUMINUM FIXED WINDOW 1. DIRECTIONS FOR USE A. DETERMINE THE PRODUCT'S MAXIMUM DESIGN PRESSURE FROM EITHER TABLES ON SHEET 2 (DEPENDING ON YOUR GLASS TYPE). B: DETERMINE THE TYPE AND QUANTITY OF ANCHORS REQUIRED TO MEET THE WINDOWS DESIGN PRESSURE FROM SHEET 6 FOR WOOD SUBSTRATES, OR SHEET 7 FOR MASONRY SUBSTRATES. SPACE ANCHORS APART EQUALLY PER NOTES ON SHEET. C. USE SHEETS 3 THROUGH 6 TO INSTALL PRODUCT, REFERENCING NOTES FROM SHEETS 6 & 7. 2. DESIGN PRESSURE RATINGS: NEGATIVE DESIGN LOADS BASED ON ItbltD PRESSURE AND ASTM E1300 -02, 3— SECOND GUST. POSRNE DESIGN LOADS BASED ON WATER TEST PRESSURE AND ASIM E1300 -02, 3— SECOND GUST. 3. ANCHORAGE THE 33 -1/316 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS. INCLUDING BUT NOT UNITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. LOAD OURATION, CD, OF 1.6 WAS USED IN WOOD SUBSTRATES ONLY. 4. SI4UTTER REQUIREMENT: NONE REQUIRED 5. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE. C -90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE SHEET 7. 6. REFERENCES: TEST REPORTS, FTL -3835 & FR. -3850. NOA: 07- 0425.01 (ULTRACON), 03- 0225.05 (CRETE — FLEX), ANSI /AF &PA NOS -2005 FOR WOOD CONSTRUCTION, ADM -2005 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & ItbJ O TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 9. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FIANCE OR FIN. OVERALL. SEAUNG/FIASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. Rend Br J.R. Rend Br FJC Rend Br Dram Wee NC 7/14109 Bohn 3/31/10 4/4/07 Bait: —�I WIDTH ra- 6° 44 -1/4° VISIBLE LIGHT 12 -7/8" MAX. O.C. 82— /4" VISIBLE LIGHT 12 -7/8° MAX. 1 98° FLANGE TO FLANGE WIDTH F+— • 48° FLANGE TO FLANGE B TYP. FLANGED FRAME ELEVATION (TESTED UNIT) 2° MAX. —RH i 98 1/4° FIN TO FIN. 5" MAX. O.C. 45 -1/4° VISIBLE UGHT 5 "MAX. ICI � O.C. 93— /4° VISIBLE UGHT 96" 2° MAX. 48° 50 1/4° FIN TO FIN TYP. INTEGRAL, FIN FRAME ELEVATION (TESTED UNIT) NOA DRAWING TABLE QF CONTENTS GENERAL NOTES 1 ELEVATIONS, FLANGED 1 ELEVATIONS, INTEGRAL FIN.._1 GLAZING DETAILS 2 DESIGN PRESSURES, FLANGED2 DESIGN PRESSURES, FINNED2 INSTALLATION, INTEGRAL FIN 3 CORNER ASS'Y, INTEGRAL FIN3 INSTALLATION. FLANGED 4 CORNER ASS'Y, FLANGED 4 INSTALLATION, MSC 5 ANCHORAGE 8,7 EXTRUSION PROFILES a PARTS UST a OTHER SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEET 2. T I _ WIDTH —^^►I T WIDTH -►1 •- WIDTH -y 1-- WIDTH —►I T fl T1 T / T - --1 v Rwleam C Rarleiws B RmffiIa m OPRVM C • EtFOOR /7E,QRC•AN.Ij[iTION TO IlJCWOE MOM NOTE REF AStM E 1300 -02 AND REVISE 1070 TECHNOLOGY MINE N. VENICE. FL 34275 P.O. ROX 1529 NOKOMIS. FL 34274 ELEVATIONS AND NOTES ALUMINUM PICTURE WINDOW, IMPACT seos Seek Steer meLB tb. PW.701 I NT$ t ut 8 I 'Br 42&4 Fln and flanged Windows Maximum Design Pressure ( +/" paf) 7/1B Lamb 3/16A- .09 0 1,46 -3/18HS 7/16 WM13 ;3/1905- 7n8AIR.3n8A- .000PV13- 311915 A° or "8" Dimension (in) 24 30 36 42 48 54 00 67.875 a. it B 1° 38 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 48 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60 80.0 80.0 80.0 80.0 80.0 71.1 71.1 84.0 87.875 80.0 80.0 80.0 80.0 80.0 71.1 84.0 82.1 72 80.0 80.0 80.0 80.0 79.3 71.1 84.0 78.8 80.0 80.0 80.0 80.0 75.0 70.0 84.0 84 80.0 80.0 80.0 74.3 88.3 63.8 85.3 80.0 80.0 80.0 73.5 67.4 62.5 98 80.0 80.0 77.2 84.7 58.2 109.7 80.0 80.0 72.3 563 120 80.0 80.0 70.4 128 80.0 80.0 70.0 146 80.0 80.0 Fin land Flanged Windows Maximum Design pressure (+/" Psi) 7 /x8 lamb VMS- .090.48 -3/196 7 /151401RO3/155- 7/19AIB- 511615 - 11YOPVS -3/15+8 A" or "8° Dimension (In) 24 30 38 42 48 54 80 87.875 2 $ 15 in 38 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 48 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60 80.0 80.0 80.0 80.0 80.0 71.1 71.1 84.0 87.875 80.0 80.0 80.0 80.0 80.0 71.1 84.0 82.1 72 80.0 80.0 80.0 80.0 80.0 71.1 84.0 78.8 80.0 80.0 80.0 80.0 80.0 71.1 84.0 84 80.0 80.0 80.0 80.0 80.0 71.1 85.3 80.0 80.0 80.0 80.0 80.0 71.1 96 80.0 80.0 80.0 80.0 80.0 109.7 80.0 80.0 80.0 80.0 120 80.0 80.0 80.0 128 80.0 80.0 80.0 145 80.0 80.0 NOTES: 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 14$" NOR CAN THE WINDOW AREA EXCEED 32172. 2. FOR SIZES NOT SHOWN. ROUND 12, TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS A° AND °B") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 7/16" LAW GLASS NOMINAL 3 /10S 0TRENEOROLASS �'R. IIJ J .. f1Gl/ASR. BITE I 1 i 3 OaR 0 .090• D &PONT BMACI=E OR SAFLE C KEEPSPFE VASMUM Pl8 INTERIAYER 3/18' HEAT STRENGTHENED GLASS 21 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 1- 1/16" I.AMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) A" & "B" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. f+- "8" I- DIM. "B" DIM. PRODUCTAGYAED samglyI g5steikaPbtMs laildkamsde Agog a nes Ns OS" twill III Bred By: J.R. Rera7 8Ie F.K. Road Bic 3/31/10 Dalin 4/4/07 Dot= C • ArAdots B RaNimc twoRM COMPLETE DON FOR 1{EwIND NI7ATIGN TO INCLUDE NO CHANCE TMs SHEET °moo Ter FJC Oat= 7/14)!3 Checked *Wee 070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 GLAZING DETAILS ALUMINUM PICTURE WINDOW, IMPACT FW-701 NTS 12 8 ( 42634 INSTALLATION DETAILS FOR FINNED FRAMES 2X WOOD BUCK OR FRAMING .131° (1/81 X 2 -1/2- NAIL, WITHIN 2° OF CORNERS AND 5" O.C. O MAX. WINDOW HEIGHT i MAX. VISIBLE UGHT OPENING INTERIOR SEE ANCHOR GUIDEUNES, SHEET 6 1 3/8" MIN. EMBEDMENT 2X WOOD BUCK OR FRAMING .375" MIN. EDGE DISTANCE .131" (1/81 X 2 -1/2° NAIL, .375' MIN. WITHIN 2" OF EDGE DISTANCE CORNERS AND 5" O.C. 1/4" MAX. SHIM —►� I+ SEE 2X WOOD BUCK SHEET 6 OR FRAMING VERTICAL SECTION D -D h— 1/4" MAX. SHIM INTERIOR 1/4" MAX. SHIM —..I hi— 2X WOOD BUCK OR FRAMING SEE ANCHOR j GUIDEUNES, SHEET 6 90° CORNER ASSEMBLY NOTES 1. USE ONLY NAILS PER ABOVE, OR ANCHORS LISTED ON SHEET 6. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 18 OR® 17 OR 21 MAX. VISIBLE UGHT OPENING MAX. WINDOW HEIGHT HORIZONTAL SECTION C-C MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSE'M¢,X 1 -3/8" MIN. EMBEDMENT n R.n /31/10 MFORM E4'W ANO ItE GANt7ATI0N TO INCLUDE Raved 87: Dal= Ravlafa= Raved brats Oats: Dated 070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 INSTALLATION, FINNED FRAME ALUMINUM PICTURE WINDOW, IMPACT S4de.�Radar 4aa'a: . sbeaE i PW4701 NTS 3 d 8 1 4259- I C J .ar.41kx INSTALLATION DETAILS FOR FLANGED FRAMES SEE ANCHOR GUIDEUNES, SHEET 7 SEE ANCHOR GUIDEUNES, SHEET 7 MIN. CONCRETE KSI PER ANCHOR TYPE. SEE SHEET 7 OR 1.5 KSI MIN. CMU IX WOOD BUCK 1/4° MAX. SHIM MAX. WINDOW HEIGHT MAX. VISIBLE LIGHT OPENING SEE ANCHOR GUIDELINES, SHEET 8 SEE ANCHOR GUIDELINES, SHEET 8 1/4' MAX. SHIM 2X WOOD BUCK OR FRAMING VERTICAL SECTION B —B SEE ANCHOR GUIDELINES, SHEET 7 MIN. CONCRETE KSI PER ANCHOR TYPE, —.-f SEE SHEET 7 OR 1.5 KSI MIN. CMU SEE ANCHOR GUIDEUNES, SHEET 7 WOOD BUCK 1/4° gilt. SHIM SEE ANCHOR GUIDEUNES, SHEETS ® D Alia ,!In. f IC . _ jNTERIDI� �;,, ,f 11�'I�I 1X 1/4° MAX. SHIM Q 90° CORNER ASSEMBLY 0-0 MAX. WINDOW HEIGHT HORIZONTAL SECTION A —A MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY NOTES 1. USE ONLY ANCHORS USTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE WAITS. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 -1/2 °. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1 -1/2° THICK OR GREATER, INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 2X WOOD BUCK OR FRAMING SEE ANCHOR GUIDELINES, SHEET 6 7l14A3 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 INSTALLATION, FLANGED FRAME ALUMINUM P I C T UR E WINDOW, I MPA C T smlm/doma Seats Sketitt era.Vg na PKF701 NTS 4 ' 8 42694 amoseglyingsdratheFiatide BaRemeentie hemptangetto Or Esphados �� y LYNN.���� ,`. .... „, it %O. V05 : •. At- 1k 10 : so. OP. /(9 • A. Lynn Miller, P.E. P.E.# 58705 MISC INSTALLATION DETAILS FIN FRAME WITH FIN REMOVED 1 3/8" MIN. EMBEDMENT 1 SEE ANCHOR GUIDELINES, SHEET 6 1/4" MAX. SHIM 2X WOOD BUCK 011 FRAMING EQUAL LEG FRAME (OTHER FRAMES SIM.) 2X WOOD SUBSTRATE t2 STEEL SELF—DRILLING SMS (G5) USE SAME ANCHOR QUANTITY & SPACING AS #12 STEEL SCREW (SHEET 6) 1/8" NOM. MIN. #12 S1ttL SELF—DRILLING SMS (G5) FIN FRAME WITH FIN REMOVED L_ SEE ANCHOR GUIDELINES. SHEET 7 INTERIOR 1X WOOD BUCK 1/4" MAX. SHIM SEE ANCHOR p' GUIDEUNES, . •. .. .. -. L MIN. CONCRETE KSI SHEET 7 IK '. f LMIN. CONCRETE KSI PER ANCHOR TYPE, PER ANCHOR SEE SHEET 7 SEE SHEET 7 011 1.5 KSI MIN. CMU OR 1.5 KSI MIN. CMU SEE ANCHOR GUIDELINES, SHEET 7 SEE ANCHOR GUIDEUNES, SHEET 7 1/4" MAX. SHIM t DADE APPROVED MUUJON (SEE SEPERATE NOA) ALUMINUM: 6083 —T6 MIN. .125" MN. WALL THICKNESS FLANGE FRAME (OTHER FRAMES SIM.) ALUMINUM MULL SUBSTRATE USE SAME ANCHOR QUANTITY & SPACING AS #12 STEEL SCREW (SHEET 6) EQUAL LEG FRAME (OTHER FRAMES SIM.) 1X WOOD BUCKSTRIP —."{ 1/4" MAX. SHIM 1/8" NOM. MIN. METAL FRAMING A36 STEEL Fy =36 KSI MIN. .125" MIN. WALL. THICKNESS 1 -3/8" MIN. EMBEDMENT EXCLUDING POINT #12 STEEL. SELF—DRILLING SMS (05) USE SAME ANCHOR QUANTITY, SPACING & EDGE DISTANCE AS #12 STEEL SCREW (SHEET 6) EQUAL LEG FRAME ( OTHER FRAMES SIM.) DIRECTLY Ti MASONRY 1/4" MAX. SHIM 2X WOOD BACKER FLANGE FRAM£ (OTHER FRAMES SIM,) STRUCTURAL STEEL SUBSTRATE IR FULL — LENGTH, WOOD BACKED STEEL STUD ALL GAUGE THICKNESSES (ATTACHMENT BY OTHERS) 12 STEEL SELF—DRILLING SMS (G5) USE SAME ANCHOR QUANTITY & SPACING AS #12 STEEL SCREW (SHEET 6) FLANGE FRAME (OTHER FRAMES $IM.) STEEL STUD /WOOD SUBSTRATE NOTES 1. USE ONLY ANCHORS USTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1 -1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS 011 AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MUWON NOA APPLIES TO WHOLE SYSTEM. SEE ANCHOR GUIDELINES, SHEET 7 SEE ANCHOR GUIDELINES, SHEET 7 INTERIOR 1/4" MAX. SHIM MIN. CONCRETE K51 PER ANCHOR, SEE SHEET 7 OR 1.5 KSI MIN. CMU FLANGE FRAME PRECAST SLOPED SILL STEEL STUD Fy =33 K51 MIN. 18 GA MIN. FLANGE FRAME (OTHER FRAMES SIM.) STEEL STUD SUBSTRATE J.R. 3 37 TO C navmfonc IN ORMA -ON e` - a• MINDO limed Ily: Rtdisionsa bran Dab= F.KFIT 78439 Cheated tYlldm 1070 TECHNOLOGY DRIVE N. VENICE, 'FL 34275 P.O. BI OX 1529 NOKOMIS, a 34274 INSTALLATION, FINNED FRAME ALUMINUM PICTURE WINDOW, IMPACT PW.NM M3 6 0 8 rng 4259.4 PRODUCTIEVISED as comsbits Iviththeffedds Merppe:NNa r /, w' G •ic» fit iu ���LYNN ltt 4`�l , ..,C� Z * 51$26 Sg705 4 44 A. Lynn 141I1er, P.E P.E.# 58705 Head, Sill and Jamb Anchor Quantities Into Wood or Metal (Anchor Types 1.4) Anchor Description ' Anchor TYPs A" or °13" Dimension (In) 24 3D 38 42 48 64 80 87.875 Anchor Location* 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 A la 1/4" Steel Mizzen Jamb 3 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 prn711 2 2® 2 3 0 ©3 00 4 3 5 4 8 4.0 5 S U B 805 0 8 00 7 0 7 6 48 Jamb 4 0. 8 4 5 4 6 4 5 6 U 5 1100 5 5 5005008 0 5 5 YQ 5 0. 6 5 8080700 6 5 5 5 8 5 Heed!81ft 2©© ©03© ©4 30304 5 4 5 Jamb Head/SW �2 2 2 ®3 3 3H3 4HH858 5H886B7 8 78HH 8 7 8 7 67.875 Jamb 600606 707 07 6 7 707 7080705 7 8001 8 70.7 7 8 7 HJarnb 7 8 B 8 BS 7' 8 8 7 8 7 7 7 8 7 7 7 9 7 8 7 9 7 8 7 Head/S11I 2 20 ©303 3 4040.'5 4 500060007 8 7070 9 8 9 8 76.8 Jamb 7 7 8 8 7 8 7 7 8 7 8 8 8 8 8 8 8 8 8 8 6 + Head/S81 2 2 2 3 3 3 3 3 4 3. 5 4 5 4 5 5 6 5 6 6 7 7 6 7 6 64 Jamb 7 7 9 8 7 9 7; 8 9 8 8 8 9 8 8 8 10 8 9 8 10 Head/Sill 2 2 2 3 3 3 3 3. 4 3 5 4 5 4 5 5 8 5 8 8. 7 86.3 Jamb 7 7 9 8 7 9 7. 8 9 8 8 8 9 8 8 8 10 8 9 8 10 Head/S81 2 20003 3040405 400 8 5 8 5 8 6 7 6 Jamb 8 11 10 8 90.10 809 10 9 90100 9 9 110 - 8 6 Head/SR1 20000 ©304 3 4 3,'505005 109.7 Jamb 9 9 12 9 10 9 12 '9 10 10 12 10 10 10 12 10 2 2 2 2 0 3 3 3. 4 3 4 3 5 00 4 locate anchor dimensions may ybe reversed and quantities on the table. it so . Head /SUtandJambr s must also be reversed so that the longer dimension gets the most anchors. Head/SW . 120 Jamb 10 10 13 10 m 10 13 10 11 m 13 11 Head/S� 2 2 2 2 3 3 3 4 3 3 128 Jamb 11 11 13 11 12 11 11 12 12 it Head/SS 2 2 ©0000 3 4 3 0 3 145 Jamb 12 12 18 12 13 12 15 12 Head/SW 2 2 2 2 3 3 3 3 NOTES: 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145' NOR CAN THE WINDOW AREA EXCEED 32FT1. 2. FOR SIZES 1407 SHOWN, ROUND )2E TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE MOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS 'A' AND "6°) MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS 70 MATCH THE SUBSTRATE. "A° DIM. Anchor Anchor Description ' Substrate Min. Edge 015185 0 MM. Embed - mertl #12, Steel screw (G5) S. Pine 0.864" 1.375' 1 #12, Steel screw (G5) ' Stl. Stud, Gr 33 0.324" .048718Ga 012, Sled scream (G5) Alum. 8083 -78 0.324 0.125' #12, Steel sir (05) A38 Steel 0.324° 0.125" #14, Steel screw (015) S. Pine 0.984° 1.376' 2 #14, Steel screw (G5) Sti. Stud, Gr 33 0.381" .048'/18Ga #14, Steel screw (G5) Alen. GO83 -70 0.361" 0.126' 014, Steel screw (35) A38 Steel 0.381° 0.125° 3 1/4" Steel Mizzen S. Pine 1° 1.375° 1/4" 410 SS CreteFlex S. PhIe 1° 1.375 4 5/18° Steel Uliracon S. Pine 1.28" 1.375° "A° & °8" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. �•-- 'B" DIM. ,-•-1 "B° DIM. it -/ rf /Ltii Read Br. J.R. k7 R°wd Br. B"Ia F,K 1103 Rawl F.K. Dow 3/31/10 tletc 4/4/07 C Rod°= B fNORMAT10NE0 W AN0 /frgrorZA " TO INCLUDE NEW SHEET e.a.kw Choked Fyn"Ir 070 TECHNOLOGY DRNE N. VENICE. FL 34275 P.O. 80X 1529 NOKOMIS, FL 34274 ANCHORAGE, WOOD SUBSTRATE ALUMINUM PICTURE wuvnow, IMPACT �P14481 1 !TS 171 or 8 f 4259.4 Head, Silt and Jamb Anchor Quantities into Masonry (Anchor Types 6"7) Anchor Description Anchor Type 'A' or "8" Dimension (in) 24 30 38 42 48 84 60 87.875 : Anchor Location' 5 6 7' • 5 6 7 6 8 7 6' 6 7 5 8 7 5 8 7 5 8 7 5 8 7 _ g x ic b la Jamb 4 3 3 4 4 3` 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 Head/Sal 2; 2 2 3 3 3 4 4 3 5' 5 4; 5 5 4 8 8 5 8 8 5 7 7 9 48 Jamb 5 . 4 4 5 5 4 : 5 5 4 8 5 5 8 5 6 6 5 5 8 5 5 6 5• 5 Head/Sill 2: 2 2 3 3 3 4 4 3 5 5 4. 6 5 5 7 6 6` 7 8 8 8 7 7 so Jamb 6' 5 5 8 8 5 8 8 5 7 8 8 7 8 6 7' 8 8. 7 6 8 7 8 8 Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 8 8 7 8 8 8 7' 7 87.875 Jamb 7 8 8 7 8 8 7 7 8 8 7 7. 8 7 7 8 7 7' 8 7 7 8 8 7 Head/SE 2 2 2 3 3 3 4 4 3 6 6 4 8 5 5 7 8 6 7 8 8 8 8 7 72 Jamb 8 8 8 8 7 8 8 7 8 8 7 7 9 7 7 9 7 7. 9 8 7 Head/Sal 2 2 2 3 3 3 4 4 3 5 5 4 8 5 5 7 6 6 7 8 8 7 6 . 8 Jamb 8 7 7 8 7 7 8 8 7 8 8 8 9 8 8 9 8 8 9 8 8 Head/SE 2 2 2 3 3 3 4 4 3 5 5 4 8 6 5 7 6 8' 7 8 8 84 Jamb 9 7 7 9 8 7 9 8 7 9 8 8 10 8 8 10 8 8' Head/Sill 2 2 2 3 3 3 4 4 3 5 8 4 6 5 5 7 8 8 85.3 Jamb 9 7 7 9 8 7 9 8 7 9 8 8 10 8 8 10 8 8 Head/SE 2: 2 2 3 3 3 4 4 3 5 5 4 8 8 5 7 8 6 98 Jamb 10 8 8 10 9 8 10 9 8 10 9 9 11 9 9 Head/Sill 2 : 2 2. 3 3 3 4 4 3' 6 6 4 8 5 5 Jamb b 12 9 9 12 10 9 12 10 9 12 10 10 Head/S81 2 2 2 i 3 3 3 4 4 3 5 5 4 *Width 120 • Jamb 13 10 10. 13 11 10 13 11 10 and Height dimensions may be reversed to locate anchor quantities on the table. if so, the Head/Sill and Jamb rows must also be reversed so that the longer dimension gets the most anchors. Head/SDI 2 2 2 3 3 3 4 4 3 128. Jamb 13 11 11 13 12 11 13 12 11' HeadlSWB 2 2 2 3 3. 3 4 4 3 145 Jamb 15 12' 12 15 13 12 Head/S8 2 2 2 3 3 3 NOTES; 1. ANY ONE SIDE CANNOT BE MORE THAN 145" ' HAVE AN AREA OF MORE THAN 32FT'. 2. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. A" 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A" AND "8") MAY BE REVERSED TO OBTAIN A MORE ACCURATE DIM. .L RESULT FROM IRE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. Anchor n Anchor Description Substrate Min. • Edge Distance Mtn 'E mbed - meta 6 114 Steel Ullman Hollow Block 1' 1.25' 1/4° Steel Ultracon ' 2.7k Concrete 1' 1.375' 8 1/4° 410 SS CreteFlex Hollow Stook 1" 1.25° 114° 410 SS CreteIlex 3.35k Concrete 1' 1° 7 5118" Steel UAUacon Hollow Block 1.583° 1.26° 6/18" Steel Ulkacon 3.5k Concrete 1.255" 1" & '8" DIMENSIONS MAY BE ORIENTED VERTICALLY -OR HORIZONTALLY AS SHOWN. �-- "B" .DIM. –^—►� "B" DIM. amply wli telloalr AmyanoeN. yr S:: t$" !R7x9f%i Rend er• J.R. botc 3/31/10 Rend F.K. er: Owen • t4/07 won: C NaNtlms ee ogrWON FORWLAR &EREWlayrI0N TO INCLUDE NEW SHEET brawn By F.K �4� bneeaa t 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.0. BOX 1529 MOWS, FL 34274 ANCHORAGE, MASONRY SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT 1 *701 I NTS 17 a 8 lei '1'42594 I A. Lynn Miller. P:E. P.E.# 58705 INTEGRAL FIN FRAME O MAT'L: 6063 —T5 DWG NO. 4256A .470" .975" .050° 7/16" LAMI GLASS BEAD t0 DWG NO. 4255 .346° .975" .050° "-- b 1 -1/16" LAMI I.G. GLASS BEAD �; MAT'L: 6063 -75 DWG NO. 4254 INSTALL. FASTENER COVER 13 DWG NO. 4224 FLANGED FRAME Q DWG NO. 4253 1TBII . DWG* PART 6 DESCRIPTION 1 4256A 64256 Integral in flame head, sill & Jamb 2 4253 64253 Flanged frame head, sill & jamb 7 1155 781PQX 68 x 1 Quad PH SMS stainless steel 8 Schnee - Morehead SM5504 acryt -r narrow joint sealant or 10 4255 64255 7/16 lam! glass bead 11 4254 64254 1 -1/16 lams I.G. glass bead 12 1224 61P247 Vinyl bulb weatherstrip (thick) 13 4224. installation fastener corer 14 Dow Coming 899 glazing sealant or equivalent 15 Dow Corning 995 silicone structural sealant, black 17 7/16" Iami glass: 3/18" annealed - .090 DuPont Butacite or . Salex KeepSafe Maxknum PVB intedayer - 3/16" heat strengthened 18 11116" lama I.G. glass 3/16" heat strengthened outboard - ' 7116" airspace - 3/16" annealed - .090 DuPont Butacite or Sailex KeepSafe Maximum PVB lnterlayer - 3/16" heat strengthened 20 4262 64262 Architectural comer key 21 7116" tame gtaas 3/16" heat strengthened -.090 DuPont Butacite or Sather KeepSafe Maximum PVB Interiayer - 3/16" heat strengthened 22 1-1/16" ham! I.G. glass 3/16" heat strengthened outboard - 7N8" airspace - 3/16" heat std - .090 DuPont Butacite or Satlex KeepSafe Maximum PVB interlayer - 3/18" heat strengthened Rn.d B,e Dofe, J.R. Reed Bp Rend Bp BA : Rorhiux 3/31/10 C fN 770NEFOR wr M TO INCLUDE Maws Si 5"x nuked Eyv"t, F.K 771483 070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BQX 1529 NOKOMIS, 11. 34274 thearipspa EXTRUSION PROFILES & PARTS UST ALUMINUM PICTURE WINDOW, IMPACT .n *,1 saes t>m,NR w. .'w4 tror NTS 8 a 8 4259.4 PRODULVIIEVISED 0008.Nre.f,jra AmTlalleNe /v , `JrddrllhIlll A. Lynn Mt5er, P.E. P.E./ 58705