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WS-11-1892Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: I NS P- 169511 Permit Number: WS -10 -11 -1892 Inspection Date: April 17, 2012 Inspector: Bruhn, Norman Owner: FREHLING, JENNIFER Job Address: 1115 NE 97 Street Miami Shores, FL 33138- Project: <NONE> Contractor: NDB BUILDERS LLC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (305)582 -6396 Parcel Number 1132050170060 Phone: (786)223 -7421 Building Department Comments REPLACE 20 WINDOWS TO IMPACT Passe �/ Inspector Comments CREATED AS REINSPECTION FOR INSP- 165459. Not Ready. NB CC..- Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 April 17, 2012 Page 1 of 1 -t Miami Shores Village ((i- s 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 4\. 944" BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): ems' V Ye (t 11 ^� Phone #: O S � �f 2 ' (P � ciG Permit No. L S Master Permit No. Address: if( 5 N E 1 lvt S+- City: IAA, a vin , S 10 are c State: I!L Zip: 331 ?g Tenant/Lessee Name: Phone #: Email: fra vi ; O a vi r Qn i CLc.1, 3 -ra,..Gz , { _ C.®. v‘ JOB ADDRESS: 9 9 5 r City: Miami Shores County: Miami Dade Zip: 33130 Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: /01)6 ke &AW/. Address: / 3 ?-8 3 SW / "� ir'/L City: ®#49.1?ti r' State: Qualifier Name: /t.)E jL) at/4 eu co State Certification or Registration #: e Ca G 39 Phone #: 7B •aa3 ' IV ! zip: 33/ ? Phone #: �� - S to Co Certificate of Competency #: n4o6 bW /doff e g ma.,'1. c1414i Phone#: Contact Phone #: `1B6 •aa-3 • V3-t' Email Address: DESIGNER: Architect/Engineer: Value of Work for this Permit: $ //J l 7fl/i (q v Type of Work: ❑Addition UAlteration Description of Work: 4 1 r n 1'- i.0 1 inA,�A Square/Linear Footage of Work: ❑New fgRepair/Replace 10�.d l� ❑Demolition x• * *** x ,xa,* * * sia *tit* x ,x•x211* +x***** *tic * * ** xFees* ** tit ** **lit**a,*. x•x**** *a:.x * ,x** tit ** sit * a,*41* *** Oz Submittal Fee $5G Permit Fee $ 3 0 Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ /3.91(6. P 10 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature / Owner or ant The foregoing instrument was acknowledged before me this day of , 20 I1 , by \JEN/V/FE/Z FP 4$Lt}1d(7 who is personally known `g ptecwrpAohas produced nti �n #�itlt who did take an oath. �� TA •. NOTARY P .LIC: • �o, n' l xpires 2013 128 Sign: Print: My Comm Contractor The foregoing instrument was acknowledged before me this day of 2"22 , 20 ? , by , likeAT AU +t/&1) who is personally known t ' 0141111 VVVVVV ® ds groduced Ani?apd who'djd take an oath. NOTARY P BLI 6xPtTes ► MVComm'- 013 ION-1°1s : 1.1o. Sign: Print: cS' - My Commission Exp? OF ° !�uu.t..'��.� ************* ********* **u:* x: **+ x**** ************* ********* ****+ x*+ a************ ******** **+x*****+ix******* * *** ** * APPROVED BY /r° Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk Prepared by and return to: Richard Gonzalez,Esq Attorney at Law Richard Gonzalez, P.A. 4770 Biscyane Boulevard, Suite 1110 Miami, FL 33137 305 -573 -8808 File Number: RG110501 Will Call No.: Parcel Identification No. 11-32-05-017-0060 [Space Above This Line For Recording Datal Warranty Deed (STATUTORY FORM - SECTION 689.02, F.S.) This Indenture made this 6th day of June, 2011 between Alexis Denis, a single man and Roland Fernandez, a single man whose post office address is P.O. Box 370665 Miami, FL 33137 of the County of Miami -Dade, State of Florida, grantor*, and Jennifer Frehling, a single woman whose post office address is 1115 NE 97 ST , El Portal, FL 33138 of the County of Miami -Dade, State of Florida, grantee*, Witnesseth that said grantor, for and in consideration of the sum of TEN AND NO /100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Miami -Dade County, Florida, to -wit: Lot 6, Block 180, REVISED PLAT OF MIAMI SHORES, SECTION 8, according to the map or plat thereof as recorded in Plat Book 43, Page 51, Public Records of Miami -Dade County, Florida. Street address known as 1115 NE 97 ST Miami Shores, FL 33138 and said grantor does hereby fully warrant the title to said land, and will defend the same against lawful claims of all persons whomsoever. • "Grantor" and "Grantee" are used for singular or plural, as context requires. In Witness Whereof grantor has hereunto set grantor's hand and seal the day and year first above written. livered hi our presence: DoubleTimea State of Florida County of Miami -Dade The foregoing instrument was acknowledged before me this 6th day of June, .y Alexis Del „ � d Roland Fernandez, who [, are personally known or [X] have produced a driver's li : as id [Notary Seal] Printed Name: G4A,./t4 g6nZ,a- Z My Commission Expires: Warranty Deed (Statutory Form) - Page 2 DoubleTimes Miami -Dade County - Local Business Tax - View Your Local Business Tax Page 1 of 1 IVIAPAIOWE, - i MIAMI -DADE COUNTY - LOCAL BUSINESS TAX View Your Local Business Tax Status Your search criteria returned the following receipt(s). Click on the View Details icon for more details on your receipts. LOCAL BUSINESS TAX Payment Due There is no Local Business Tax to be paid online at this time. Paid Receipt Number: 678093 -7 Amount View Due: Status: Details: $0.00 Paid Copyright 2003 Miami -Dade County. All rights reserved. Privacy Policy Main Page https:// wasexp. miamidade .gov /OCLWeb /OCLRequestController 10/12/2011 ALEX SINK CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION 12 -28 -2009 * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the EFFECTIVE DATE: PERSON: FEIN: BUSINESS NAME NDB BUILDERS LLC 12875 SW 72ND TER MIAMI individual listed below has elected to be exempt from Florida Workers' Compensation law. 12/28/2009 EXPIRATION DATE: 12/28/2011 BLANCO NELSON D 263039305 AND ADDRESS: FL 33183 SCOPES OF BUSINESS OR TRADE: 1- CERTIFIED GENERAL CONTRACTOR e IMPORTANT: Pursuant In Chapter 440 . 05(141. F.S., en officer of a corporation who elects exemption Pram this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.06(12), F.S., Certificates at 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 he exempt - and certificates of election to be exempt shalt 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 far failure of the person named on the certificate to meet the requirements of this section. QUESTiONS? (850) 413 -1609 DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 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 1=1-I- tCTIVE 12/28/2009 EXPIRATION DATE: 12/28/2011 PERSON: NELSON 0 BLANCO FEIN: 263039305 BUSINESS NAME AND ADDRESS: Non BUILDERS LLC 12875 SW 72ND TER MIAMI, FL 33153 SCOPE OF BUSINESS OR TRADE 1- CERTIFIED GENERAL CONTRACTOR IMPORTANT F Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who O elects exemption from this chatter by filing a certificate of election L under this section may not recover benefits or compensation tinder 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 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. DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09-06 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 BLANCO, NELSON DAN NDB BUILDERS LLC 13283 SW 217ND TERRACE FL 33170 Congratulation! With this license you become one ci the nearly one million Fksidians ficeroied by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to awbeque restourants, and they keep Ft a`s ecommy strong. Every day we work to improve the way we do busboess in order to serve you better. For infamation about our services, please log onto ldaticense.cc�m. There you can find moue information about ' - and the regulations that impart you. subscribe to department newslettsys and team more about the Department's initiatives. Our mission at the Depairnent is: License & y, Regulate Fairly. We constantly strive to serve you better so that you rani serve your customers. Thank you for doh business in Florida, and concyabAstitais on your new license! DETACH HERE (850) 487 -1395 DATE F3ATCH BER CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YY) 09/28/11 PRODUCER All Motors Insurance 11934 S.W. 8th Street Miami, FL 33184 Phone (305)559 -8818 Fax (305)227 -0977 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC d INSURED N.D.B. BUILDERS LLC AND 12875 SW 72 Terrace Miami, FL 1305 INSURER& LLOYD'S OF LONDON INSURER B: INSURER C: INSURER D: INSURER E COVERAGES THE POLICIES OF INSURANCE USTED HAVE BEEN ISSUED TO THE INSURED NAMED ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT MAY PERTAIN. THE INSURANCE AFFORDED BY THE POUCIES DESCRIBED HEREIN POUCIES. AGGREGATE UMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ABOVE FOR WITH RESPECT IS SUBJECT TO THE POUCY PERIOD INDICATED. NOTWITHSTANDING TO WHICH THIS CERTIFICATE MAY BE ISSUED OF ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH LiTR RVSRD TYPE OF INSURANCE POLICY NUMBER TES LIMITS DATE A ■ GENERAL LIABIUTY n COMMERCIAL GENERAL UABIUTY GPVBM -U 10/02/2011 10/02/2012 EACH OCCURRENCE 300,000 PREM IS S (Ea commence) 100,000 MED EXP (Any one person) EXCLUDED ■ ■ CLAIMS MADE n OCCUR PERSONAL &ADV INJURY 300,000 al • GENERAL AGGREGATE 600,000 GEN'L AGGREGATE LIMIT APPUES PER: 0 POLICY • PROJECT ❑ LOC PRODUCTS •COMP /OP AGG 300,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea acddem) • ANY AUTO • ALL OWNED AUTOS BODILY INJURY (Per person) • ❑ SCHEDULED AUTOS • HIRED AUTOS BODILY INJURY (Per acddent) ❑ NON OWNED AUTOS • PROPERTY DAMAGE (Per accident) [l GARAGE UABILIW II ANY AUTO • AUTO ONLY - EA ACCIDENT • OTHER THAN EA ACC AUTO ONLY: AGG 1 EXCESS / UMBRELLA LIABILITY EACH OCCURRENCE • OCCUR • CLAIMS MADE • DEDUCTIBLE • RETENTION $ AGGREGATE Women C �PFENSAA1IONAND ANY PROPRIETOR / PARTNER / EXECUTIVEY� OFFICER / MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under SPECIAL PROVISIONS bei m WC ��{. ❑ QCYSTAah ❑ QTH- E.L EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE E.L DISEASE - POUCY LIMIT OTHER DESCRIPTION OF OPERATIONS /LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT/ SPECIAL PROVISIONS GENERAL CONTRACTOR AND WINDOW INSTALLATION CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NE 2 AVE MIAMI SHORES, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO 11M-1--EFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE LYSB E ARTSN ACORD 25 (2009/01) QF 0198&20 9 ACORD CORPORA T ION. AU rights rosertre<I. The ACORD name and logo are registered marks of ACORD tit oLl Permit No: 11 -1892 Job Name: October 14, 2011 Miami Shores Village 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) Provide a layout of the structure that is legible. 2) The permit shows no mulled openings but the layout shows multiunit openings. STOPPED REVIEW (i w "^ ce ° 5 oz✓-e )cO) . s `h1e�e a_vre- M V\A -L4 II 5- 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 - 795 -2204 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. 9OU I 12-TAX FOLIO 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 1. Legal description of property and street/address: I I I S N Q 3. 5 T 1 11111111111111111111111111 :111111111111111111 CFP4 2012R0063922 OR Bk 27978 Fs 16771 tips} RECORDED 01/30/2012 12:28:14 HARVEY RUWINr CLERK OF COURT IIIAI'1I -OADE COUNTY, FLORIDA LAST PAGE Space above reserved for use of recording office 2. Description of improvement: /AV /JrL 1'l/ J)'l'9 y 3. Owner(s) name and address: .1 A ll n ► - f✓ i2e.►n l t A 3 (1 I s NE er3st. Interest in property: Name and address of fee simple titleholder. 4. Contractor's name, address and phone number: NW). tAU 11.1)FA3t j 13 1T ol.A) /-11 ‘11-11) 3.)1lQ "4- - 22,S - L t 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(47., Florida Statutes, Name, address and phone number. ZIP 1 f-U-. 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement: the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Prepared By Print Name i • Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE er(s) or er(s)' Authorized Officer/Director/Partner/Manager Prepared By Print Name Title/Office F @EFit..1 I‘ 0IhIOrrrPrii q The foregoing f nt was acknowledged before me this / 2. 61a COT ' B e.nn1 miming ..1- .�a ❑ lnd vidually, or as fog : My C F1]•Keersonaily known, or ❑ produced the following type of identil cation Signature of Notary Public: Print Name' (S yq . ;.•9. m, moues • — • . 2.6,11 VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES " m1,,,,01 °' Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature(s) of Owner(s) or Owner(s)'s Authorized Officer /Director/Partner /Manager who srgned above: By By 123.01-52 PAGES 3/10 STATE OF FLORIDA, COUNTY OF DADE HEREBY CERTIFY that This is a true copy of the on i I filed in This office on 302012 VITNES '1AR Qy , A O 20 Lys hand and Official Seal. WIN, CLERK, of Circuit and County Courts / /Rk ZSG I D.C. day of f �. . oiD, 2012 dki 65108 �, r pi., �I usiti Roo cr BA SU J 9 THIS IS NOT A SQL — p 12875 �b °Nc Q NOT Py�, 33183 UNIN DAD RR RENEWAL . . E COUNTY STATE c�g6. , 17661 °V BUILDERS LLC THIS SNE35� Y�E�aterAt BUILDING HOLDER NOT PERD7T THE CONTRACTOR EXISTING G REGULATORY R OR LAWS DOD O EXEMPT THE HERDER FROM ANY OTHER LICENSE NOT G A CERTIFICATION OF THE HOLDER'S NDB BUILDERS DO HOT FORWARD T+oNS. ouALfFrCA- NELSONSW NCLC PAYMENT RECEIVED 1 28 � 5 MIAMI- DADECOUNTYTAx MIAMI FL TERRPRES causal- 33183 090106 2011 000075.0001 SEE OTHER SIDE WORKERS 1 132 678093,; Proof of Coverage Name Page 1 of 1 WC Home WC Databases CFO Home Exemption Detail Page This database was last updated Saturday, January 28, 2012 11:42 PM. Exemption Details Title Effective Date `Termination Date Exemption Type ^°eusiness Activnles LEmployer Name NELSON D BLANCO ME Dec 302011 Dec 29 2013 Construction Click Here to View Activities Listed 0n E errmtion N D B BUILDERS j.LC NELSON D BLANCO ME Dec 28 2009 Dec282011 Construction Click Here to View ActiviUea Listed on N D B BUILDERS 1 NELSON D BLANCO Click Here to View PR Jun 19 2006 Current Non Construction ActivIties Listed on one otlon REEL WINDOWS INS *Termination may be through the revocation of the exemption, or expiration of the exemption. '"'The exemption only applies to the business activities listed on the exemption. https: / /apps8. fldfs. com/ proofofcoverage/ExemptionDetail .aspx ?pr _person_id = 000092354 1/30/2012 5 LA II1.IFCT TO COMP( IANCE WITH ALL FEDERAL 1,A I ;vi li) (.C)I 1N TY ro.11 FS AND REGULATIONS 56tevs wog 4 106 rerl a ce_d cite) 4..0°17 /ac �ei"loced paINW3n OCT 17 2011 g 1t r 5" Ne 97 Ix Mt 6t4A; S Cores, K. 3313 S' 1 Structural Design, Inc. 13014 S.W. 120 Street • Miami, Fl 331$6 • Tel: (305) 235 -4300 • E -Mail: sdi @sdieng.com STRUCTURAL CALCULATIONS DATE: Oct. 12, 2011 JOB NUMBER: 11 -125 JOB NAME: New glazing at the residence located at Miami Shores, Florida PREPAIRED BY: Farrokh Rasekhi, P.E. DESIGN CRITERIA: • Wind Loads as per ASCE 7 -05 • Florida Building Code 2007 NOTES: 1) Contractor to verify all dimensions. STRUCTURAL DESIGN, INC. 13014 S.W. 120 Street Miami, Florida 33186 (305) 235 -4300 51HT5, j its` (8 GLAZING SCHEDULE PROPERTY LOCATION: Miami Springs DATE: 10/12/2011 Mar No. Size (W x H) N. Unit Name Anchorage Detail Mullion Anchorage Mullion N.O.A. M_ ullion Calculated Wind Pressure Pressure Capacity Horiz. Vert. Horiz. Vert. Negative -57 Positive +43 Negative -75 Positive +75 1 26'/" x 38 3/8" 11- 0630.02 H.R. 1 +C2 +1 2 - - - - 2 53" x 38 3/8" 11- 0630.02 H.R. 1 +C2 +1 2 - - - - -55 +42 -75 +75 3 37 x 38 3/8" 11- 0630.02 H.R. 1 +C2 +1 2 - - - - -57 +43 -75 +75 4 26'/" x 50 5/8" 11- 0630.02 H.R. 1+C2 +1 2 - - - - -57 +43 -75 +75 5 53" x 50 5/8" 11 -0630.02 H.R. 1 +C3 +1 3 - - - - -54 +41 -75 +75 6 74" x 50 5/8" 11 -0630.02 H.R. 2 +C3 +2 4 - - - - -52 +40 -75 +75 7 53" x 63" 11 -0630.02 H.R. 1 +C4 +1 3 - - - - -53 +41 -75 +75 8 53" x 30" 11- 0630.02 H.R. 1 +C2 +1 2 - - - - -57 +43 -75 +75 9 106" x 38 3/8" 11 -0630.02 H.R. XOX - 1 +C2 +2 +C2 +1 2 - - - - -57 +43 -60 +60 \ a o" 0 r /Zr c 0 c 0 CD 13 MECAWind Version 2.0.2.8 per ASCE 7 -05 Developed by MECA Enterprises, Inc. Copyright 2011 www.mecaenterprises.com Date Company Name Address City State File Location: : 10/10/2011 : Structural Design, Inc. : 13014 SW 120 STREET Miami : Florida 33186 C: \Program Files \MECAWind \11 -125 MIAMI Detailed Basic Wind Speed(V) Structural Category Natural Frequency Importance Factor Alpha At Am Cc Epsilon Slope of Roof Ht: Mean Roof RHt: Ridge Ht OH: Roof Overhang Project No. : 11 -125 Designed By : Farrokh Rasekhi, P.E. Description : NEW WINDOWS Customer Name : REEL WINDOWS Proj Location : MIAMI SHORES VILLAGE SHORES VILLAGE.wnd Wind Load Design(Method 2) per ASCE 7 -05 = 146.00 mph Structure Type = II Exposure Category = N/A Flexible Structure = 1.00 Kd Directional Factor • 9.50 • 0.11 = 0.15 - 0.20 = 0.20 • 0 : 12 Ht = 11.33 ft - 11.33 ft at Eave= 2.00 ft 2 Bldg Length Along Ridge = 79.50 ft Zg Bt Bm 1 Zmin Slope of Roof(Theta) Type of Roof Eht: Eave Height Roof Area Bldg Width Across = Building = C No = 0.85 = 900.00 ft • 1.00 = 0.65 = 500.00 ft = 15.00 ft - .00 Deg = Monoslope - 11.33 ft = 4373.00 ftA Ridge= Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq. >1 Hz) use 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6 *Ht lzm: Cc *(33 /Zm) ^0.167 Lzm: 1 *(Zm /33) ^Epsilon Q: (1 /(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 Gust2: 0. 925*(( 1+ 1.7 *lzm *3.4 *Q) /(1 +1.7 *3.4 *lzm)) Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 53.00 ft = 15.00 ft = 0.23 = 427.06 ft = 0.92 0.88 0.85 Figure 6 -5 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/ -0.18 Figure 6 -6 External Pressure Coefficients Cp - Loads on Main Wind -Force Resisting Systems(Method 2) s"- 51 T , °7 retie. G L dk z fed 6 c4 Le s . B Kh: 2.01 *(Ht /Zg) ^(2 /Alpha) Kht: Topographic Factor (Figure 6 -4) Qh: .00256 *(V) ^2 *I *Kh *Kht *K.d Cpww: Windward Wall Cp(Ref Fig 6 -6) Roof Area Reduction Factor based on Roof Area MWFRS -Wall Pressures Perpendicular to Ridge Wall Leeward Walls Side Walls Cp + GCpi(psf) -GCpi(psf) -0.50 -0.70 - 23.82 -9.65 - 30.52 -16.34 • 0.85 • 1.00 = 39.37 psf • 0.80 = 4373.00 ft ^2 - 0.80 Top Elev Sot Elev Kz Kzt qz - Windward Wall- Total Shear Moment ft ft psf +GCpi -GCpi + / -GCpi Kip K -ft 11.33 1.33 0.85 1.00 39.37 19.69 33.86 43.51 4.6 3.1 10.00 .00 0.85 1.00 39.37 19.69 33.86 43.51 39.2 222.0 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward +Windard) acting at 'Bot Elev' Roof - Dist from Windward Edge Cp + GCpi(psf) - GCpi(psf) 0.0 ft to 5.7 ft 5.7 ft to 11.3 ft 11.3 ft to 22.7 ft 22.7 ft to 53.Oft - 0.90 - 0.90 - 0.50 -0.30 MWFRS -Wall Pressures Parallel to Ridge Wall -37.21 -37.21 - 23.82 - 17.13 Cp + GCpi(psf) -GCpi(psf) Leeward Walls -0.40 Side Walls -0.70 -20.47 -6.30 -30.52 -16.34 - 23.03 - 23.03 - 9.65 - 2.95 !3 Top Elev Hot Elev Kz Kzt qz - Windward Wall- Total Shear Moment ft ft psf +GCpi -GCpi + / -GCpi Kip K -ft 11.33 1.33 0.85 1.00 39.37 19.69 33.86 40.16 2.8 1.9 10.00 .00 0.85 1.00 39.37 19.69 33.86 40.16 24.1 136.6 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward +Windard) acting at 'Sot Elev' Roof - Dist from Windward Edge Cp +GCpi(psf) - GCpi(psf) 0.0 ft to 5.7 ft 5.7 ft to 11.3 ft 11.3 ft to 22.7 ft 22.7 ft to 79.5 ft - 0.90 -37.21 -23.03 - 0.90 -37.21 -23.03 -0.50 -23.82 -9.65 - 0.30 -17.13 -2.95 :23/ (3 Basic Load Cases Transverse Direction Vv.'ft*c law .53 EkraearF - Longitudinal Direction 3 � � Direction Longitudinal Direction ������������^~N���� �=.".xw,°=o =° Torsional Load Cases. Low Rise Bldg Provisions per Fig. 6-10: MFRS Transverse Direction Building GCpf +GCpi -GCpi qh Min P Max P Surface psf psf psf 1 0'4 0.I8 -0'I8 39'37 8.66 22.83 2 -0'69 0'18 -0'18 39.37 -34.25 -20'08 3 -0'37 0'18 -0'18 39'37 -21.65 -7.48 4 -0'29 0'18 -0'I8 39'37 -I8'50 -4'33 5 -0'45 0.18 -0'I8 39.37 -24.80 -10'63 6 -0'45 0.18 -0'18 39.37 -24.80 -10'63 1E 0.61 0'18 -0'I8 39.37 16.93 31.10 2E -1'07 0'I8 -0'I8 39.37 -49.21 -35'04 3E -0'53 0'I8 -0,18 39'37 -27.95 -13'78 4E -0.43 8'18 -0,I8 39.37 -24'03 -9.84 1T * * * * 2.17 5.71 2T * * * + -8.56 -5'02 3T * * * + -5.41 -1.87 4T * * * * -4.63 -1'08 Low Rise Bldg Provisions per Fig. 6-10: MWFRS Longitudinal Direction Building GCpf +GCpi -GCpi qh Min P Max P Surface psf psf psf 1 0.4 0'18 -0'18 39.37 8.66 22.83 2 -' -' 69 0'18 -0'18 39.37 -34.25 -20'08 3 -0' 37 0'18 -0'18 39.37 -21,65 -7,48 29 0'18 -0.18 39 ' - 39.37 -18.50 -4.33 4 -O ' 5 -0.45 0'18 -0'18 39.37 -34'80 -10'63 6 -0.45 0'18 -0'I8 39'37 -34'80 -10'63 1E 0.61 0'18 -0'I8 39.37 16'93 31'10 2E -1.07 0'18 -0'I8 39.37 -49.21 -35.04 3E -0'53 0,I8 -0'I8 39'37 -27.95 -13.78 4E -0` 43 0.I8 -0'I8 39'37 -24'02 -9'84 1T * * * * 2'I7 5.71 2T * * * * -8.56 -5'02 3T * * * * -5,41 -1,87 4T * * * * -4.63 -1'08 13 Notes: 1) Min P = qh * (GCPf - ( +GCpi)) Notes: 2) Max P = qh * (GCPf - (- GCpi)) Notes: 3) * For Torsional Load Cases, the zones ate designated with a "T ". The pressures(Min P & Max P) are 25€ of the full design wind pressures(Ld Case 1T= 25 % *1(ld case 1),2T= 25a *2,3T= 25 % *3,4T= 25 % *4). Exceptions to Torsional Load Cases: One story buildings with mean roof height< =30 ft(9.im), buildings with two stories or less framed with light frame construction, and buildings two stories or less designed with flexible diaphragms need not be designed for the Torsional Load Cases. (Note 5 of Figure 6 -10) MECAWind Version 2.0.2.8 ASCE 7 -05 Developed by MECA Enterprises, Inc. Copyright 2011 www.mecaenterprises.com Date : 10/10/2011 Project No. : 11 -125 Company Name : Structural Design, Inc. Designed By : Farrokh Rasekhi, P.E. Address : 13014 SW 120 STREET Description : NEW WINDOWS City : Miami Customer Name : REEL WINDOWS State : Florida 33186 Proj Location : MIAMI SHORES VILLAGE File Location: C: \Program Files \MECAWind \11 -125 MIAMI SHORES VILLAGE.wnd Roof not shown Walls a Wind Pressure on Components and Cladding Width of Pressure Coefficient Zone "a" = 4.532 ft Description Width Span Area Zone Max Min Max P Min P ft ft ftA2 GCp GCp psf psf 1 1 ;2 i --3; 2 2 F3 Gable Roof 0 <= 7 H.R. H.R. H.R. H.R. H.R. H.R. H.R. H.R. H.R. H.R. H.R. H.R. H.R. XOX 7 t� 4.42 4.22 18.65 5 0.857 -1.174 40.830 - 53.310 ZA M- 4.42 4.22 18.65 4 0.857 -0.947 40.830 - 44.374 4.42 3.20 14.14 5 0.876 -1.212 41.582 - 54.814 4.42 3.20 14.14 4 0.876 -0.966 41.582 - 45.126 4.42 2.50 11.05 5 0.893 -1.246 42.253 - 56.156 4.42 5.25 23.21 5 0.842 -1.144 40.236 - 52.123 3.08 3.20 9.86 4 0.900 -0.990 42.524 - 46.068 3.08 3.20 9.86 5 0.900 -1.260 42.524 - 56.699 2.21 4.22 9.33 5 0.900 -1.260 42.524 - 56.699 6.17 4.13 25.48 5 0.835 -1.131 39.982 - 51.614 2.92 1.50 4.38 4 0.900 -0.990 42.524 - 46.068 2.92 1.50 4.38 5 0.900 -1.260 42.524 - 56.699 IP�6x38 )2.20 3.20 7.04 5 0.900 -1.260 42.524 - 56.699 = � 0 Khcc:Comp. & Clad. Table 6 -3 Case 1 = 0.85 Qhcc:.00256 *V ^2 *I *Khcc *Kht *Kd = 39.37 psf 5e- " 0-7-6 i I ni 42.0 3 Fog. f A,rte /-f e /40a • MECAWind Version 2.0.2.8 per ASCE 7 -05 Developed by MECA Enterprises, Date Company Name : Address City State File Location: Inc. Copyright 2011 www.mecaenterprises.com 10/10/2011 Project No. Structural Design, Inc. Designed By 13014 SW 120 STREET Description Miami Customer Name Florida 33186 Proj Location C: \Program Files \MECAWind \11 -125 MIAMI SHORES Basic Wind Speed(V) _ Structural Category Natural Frequency Importance Factor = Alpha = At = Am = Cc Epsilon = Slope of Roof = Ht: Mean Roof Ht = RHt: Ridge Ht = OH: Roof Overhang at Eave= User Input 146.00 mph II N/A 1.00 9.50 0.11 0.15 0.20 0.20 0 : 12 11.33 ft 11.33 ft 2.00 ft 2 Bldg Length Along Ridge = 79.50 ft Main Wind : 11 -125 : Farrokh Rasekhi, P.E. : NEW WINDOWS : REEL WINDOWS : MIAMI SHORES VILLAGE VILLAGE.wnd Data: Structure Type Exposure Category Flexible Structure Kd Directional Zg Bt Bm 1 Zmin Slope of Roof(Theta) Type of Roof Eht: Eave Height Roof Area = Building C No Factor = 0.85 = 900.00 ft • 1.00 • 0.65 = 500.00 ft = 15.00 ft • .00 Deg = Monoslope - 11.33 ft = 4373.00 ft^ Y(3 Bldg Width Across Ridge= 53.00 ft Force Resisting System(MWFRS) Figure 6 -5 Internal Pressure Coefficients for Buildings, GCpi Enclosed Bldg +GCpi = 0.18 Enclosed Bldg -GCpi = -0.18 Figure 6 -6 External Pressure Coefficients Cp - Loads on Main Wind -Force Resisting Systems(Method 2) MWFRS -Wall Pressures Perpendicular to Ridge Wall Leeward Walls Side Walls Top Elev Bot Elev ft ft Cp + GCpi(psf) -0.50 -23.82 - 0.70 -30.52 Kz Kzt qz psf - GCpi(psf) -9.65 - 16.34 - Windward Wall- Total Shear Moment +GCpi -GCpi + / -GCpi Kip K -ft 11.33 1.33 0.85 1.00 39.37 19.69 10.00 .00 0.85 1.00 39.37 19.69 33.86 33.86 43.51 4.6 43.51 39.2 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward+Windard) Roof - Dist from Windward Edge 0.0 ft to 5.7 ft 5.7 ft to 11.3 ft 11.3 ft to 22.7 ft 22.7 ft to 53.Oft MWFRS -Wall Pressures Wall Leeward Walls 3.1 222.0 acting at Cp + GCpi(psf) - GCpi(psf) - 0.90 -0.90 -0.50 - 0.30 Parallel to Ridge Cp + GCpi(psf) - 0.40 -20.47 - 37.21 -23.03 -37.21 -23.03 -23.82 -9.65 - 17.13 -2.95 - GCpi(psf) -6.30 'Bot Elev° Side Walls -0.70 -30.52 -16.34 Top Elev Sot Elev Kz Kzt qz - Windward Wall- Total Shear Moment ft ft pef +GCpi -GCpi + / -GCpi Kip K -ft 11.33 1.33 0.85 1.00 39.37 19.69 33.86 40.16 2.8 1.9 10.00 .00 0.85 1.00 39.37 19.69 33.86 40.16 24.1 136.6 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward+Windard) acting at 'Sot Elev' Roof - Dist from Windward Edge 0.0 ft to 5.7 ft 5.7 ft to 11.3 ft 11.3 ft to 22.7 ft 22.7 ft to 79.5 ft Cp +GCpi(psf) - GCpi(psf) -0.90 -37.21 -23.03 -0.90 -37.21 -23.03 -0.50 -23.82 -9.65 -0.30 -17.13 -2.95 Low Rise Bldg Provisions per Fig. 6 -10: MWFRS Transverse Direction Building GCpf +GCpi -GCpi qh Min P Max P Surface psf psf psf 1 0.4 0.18 -0.18 39.37 8.66 22.83 2 -0.69 0.18 -0.18 39.37 -34.25 -20.08 3 -0.37 0.18 -0.18 39.37 -21.65 -7.48 4 -0.29 0.18 -0.18 39.37 -18.50 -4.33 5 -0.45 0.18 -0.18 39.37 -24.80 -10.63 6 -0.45 0.18 -0.18 39.37 -24.80 -10.63 1E 0.61 0.18 -0.18 39.37 16.93 31.10 2E -1.07 0.18 -0.18 39.37 -49.21 -35.04 3E -0.53 0.18 -0.18 39.37 -27.95 -13.78 4E -0.43 0.18 -0.18 39.37 -24.02 -9.84 1T * * * * 2.17 5.71 2T * * * * -8.56 -5.02 3T * * * * -5.41 -1.87 4T * * * * -4.63 -1.08 Low Rise Bldg Provisions per Fig. 6 -10: MWFRS Longitudinal Direction Building GCpf +GCpi -GCpi qh Min P Max P Surface psf psf psf 1 0.4 0.18 -0.18 39.37 8.66 22.83 2 -0.69 0.18 -0.18 39.37 -34.25 -20.08 3 -0.37 0.18 -0.18 39.37 -21.65 -7.48 4 -0.29 0.18 -0.18 39.37 -18.50 -4.33 5 -0.45 0.18 -0.18 39.37 -24.80 -10.63 6 -0.45 0.18 -0.18 39.37 -24.80 -10.63 1E 0.61 0.18 -0.18 39.37 16.93 31.10 2E -1.07 0.18 -0.18 39.37 -49.21 -35.04 3E -0.53 0.18 -0.18 39.37 -27.95 -13.78 4E -0.43 0.18 -0.18 39.37 -24.02 -9.84 1T * * * * 2.17 5.71 2T * * * * -8.56 -5.02 3T * * * * -5.41 -1.87 4T * * * * -4.63 -1.08 Wind Pressure on Components and Cladding Width of Pressure Coefficient Zone "a" = 4.532 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft ^2 GCp GCp psf psf H.R. 4.42 4.22 18.65 5 0.857 -1.174 40.830 - 53.310 H.R. H.R. H.R. H.R. H.R. H.R. H.R. H.R. H.R. H.R. H.R. H.R. XOX 4.42 4.22 18.65 4 0.857 -0.947 40.830 - 44.374 4.42 3.20 14.14 5 0.876 -1.212 41.582 - 54.814 4.42 3.20 14.14 4 0.876 -0.966 41.582 - 45.126 4.42 2.50 11.05 5 0.893 -1.246 42.253 - 56.156 4.42 5.25 23.21 5 0.842 -1.144 40.236 - 52.123 3.08 3.20 9.86 4 0.900 -0.990 42.524 - 46.068 3.08 3.20 9.86 5 0.900 -1.260 42.524 - 56.699 2.21 4.22 9.33 5 0.900 -1.260 42.524 - 56.699 6.17 4.13 25.48 5 0.835 -1.131 39.982 - 51.614 2.92 1.50 4.38 4 0.900 -0.990 42.524 - 46.068 2.92 1.50 4.38 5 0.900 -1.260 42.524 - 56.699 2.20 3.20 7.04 5 0.900 -1.260 42.524 - 56.699 f (3 TABLE 1. XOX (1/4,1/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) D Q FoR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G L SHALL HAVE A TEMPERED I.G. GLASS AND ANCHOR E D QUANTITY REMAIN UNCHANGED. WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/ 48" 50 5/8" 54" 60" 63" 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 -60.0 96" A, B,G, H +60.0 -60.0 +60.0 -60.0 +_• • ' -' • +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +58.2 -56.2 106 3/8" B,G,H +60.0 -60.0 +60.0 -80.1 +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 63" TO 86 7/16" ABC, G,H,I +60.0 .60.0 TO 86 7/16" D,E,F, 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 HEI . ► -- W ► -- TYPE 26" ` 48„ 50 5/8 54" 60" 60" , A,B,G,H +75.0 75.0 IICEPEDIPEW 75.0 (t +75.0 - 75.0'' ±75.0 75.0 +75.0 -75.0 +75.0 -75.0 ! +75.0 _- 75.0 P� ' ��D Aaoept n aN° 11'©633O.Da 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 +74.2 -74.2 +7 .2 0.2 -70.2 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 +69.6 -69.6 +65.2 -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 -75.0 +75.0 -75.0 +68.1 -68.1 +63.8 -63.8 UP TO 74" C D E Fi"unmaxartm I J,K L , +75.0 -75.0 a°D°ro� /SO /b By GLASS TYPES: TEST REPORT FTL -4858 (XOX), FTL -4859 (OX& XO) AND FTL -5330 Coau°t A. 16" LAMI - (1/8" A, .090,1/8" A) 5/16" LAMI - (1/8" A, .090,1/8" 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 3/8° AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8"A) H. 13/16" LAMI 10-1/8" OR 3/16 "A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8"A, .090,1/8"HS) 1. 13/16" LAMI 10-1/8" OR 3/16 "A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /5118, .090,1 /8 "HS) J. 13/16" LAMI IG -1/8" OR 3/16 "A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/18"A, .090, 3/18"A) K. 13/16" LAMI 10-1/8" OR 3/16 "A (MIN.), 3/16" OR 1/4° SPACE, 7/16" LAMI - (3/16"A, .090, 3/16 "HS) 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) / 4/ /� (� °pert L Clark. P.E. PE #39712 spu°pust ,LR. 820111 D ADDED 10 CAP TO SETEMPERED @+302T NOTE. 1WOTE<304010GYDRNE =MAK% 11.34278 P o Me NOKOR93 Fl. 4 - DESIGN PRESSURES ALUM. HORIZONTAL ROLLER WINDOW, IMPACT �.,er F.K. axa 4/1&07 nabee C ADD fMEORAL PIN OPTION & UPDATE ASIA, E130 0Pe m.aaa F.IG a FX Dew 10/97!00 ° WWI. S ' r REVISE DP TABLES TOASTME130p-02 1 Ve8a ' ®+YS°be e $FW I NTS 1 I a�.N. 3 d 11 4127 -10 f D ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 NOTES: 1 ANCHOR - ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - 912 STEEL SCREWS (G5) 2GLASSTYPES: p ANCHOR TYPE & SUBSTRATE GLASS 1 Y _ :. ,0,. GLASS TYPES C,D,E,F,I,J,K, L 2,3, W000 CONC "l r• _ 1 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZON ZONES ZONES ZONES WINDOW SIZE A _ v 0 0 N x °I+ m 2 ' 0d a W N ® •�' a� s� W N = 0!1-33 m . pd aa W y = 0 uJ m 2 .1 J M y = o!{ m m Q --, A. 5/16° LAMI - (1/5" A„090, l/8° A) B. 5/18" LAMI - (1B° A,.090, V8" HS) C. 5/18° LAMI - (1/8° HS,.090,1/8" HS) D. 7/18" LAMI- (3/18" A,.090, 3/18° A) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES O- L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. '`- iii' 48.000 50.625 `� n 60.000 63.000 1 +C2 +1 1 +C1+ J1 ' ��r� 1+C2+1 2 1 +02 +1 2 1 +62 +1 2 1 +C2 +1 3 ISM 3 EI 3 1 +C2 +1 3 1 +C2 +1 3 1+02 +1 3 E.7/18°LAMI-(3/18"A,.090,3/18"HS) F. 7/18" LAMI - (3/18" HS „o90, 3/18" HS) 0.13/16" LAMI l0.1/8° OR 3/18° A (MIN.), 5/16° OR 3B° SPACE, 5/18° LAMI - (1/8" A„090,1/8" A) H. 13/18" LAMI 10 - 1/8" OR 3/18' A (MIN.), 5/16" OR 318° SPACE, 5/16° LAMI - (1B° A,.080,1/8" HS) I. 13/18° LAMI IG - 1B" OR 3/18" A (MIN.), 5/18" OR 318" SPACE, 5/18" LAMI - (1B' HS,.090,18' HS) J.13(18" LAMI IG -1/8* OR 3/16" A (MIN.), 3/18" OR 1/4" SPACE, 7/18" LAMI • (3/18" A,.090, 3116" A) K. 13/18° LAMI 10 - 1/8° OR 3/18" A (MIN.), 3/18° OR 1/4" SPACE, 7/16" LAM1- (3/18" A,.090, 3/18°14S) L. 13/18° LAMI 10 - 1/8° OR 3/18° A (MIN.). 3/18" OR 1/4° SPACE, 7/18" LAMI • (3/16° HS,.090, 3118" HS) 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: 101/2° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4• MAX. FROM CORNERS. JAMBS: 9° MAX. FROM CORNERS AND 221/2° MAX O.C. TABLE KEY: 1 +02+1 115111MM 3 ro In 1+C2 +1 3 1+62 +1 3 1 +02 +1 3 1 +C2 +1 Q 1 +C2 +1 3 E� 3 1 +C2 +1 3 1 +C2 +1 3 _ 1+C2 +1 © ® 0K ` � 1 +C2 +1 3 1 +02 +1 3 1 +03 +1 3 1+C2 +1 3 1 +C2 +1 3 1 +C3 +1 1 +02 +1 3 1 +0 +1 3 1+C3 +1 3 48.000 x 38.375 48.000 50.625 54.000 60.000 � 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 1+62 +1 2 1+02+1 2 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +62 +1 3 1 +C2 +1 3 1 +03 +1 1 +02 +1 3 1 +62 +1 3 1 +03 +1 3 1+02+1 3 1 +(� +1 3 1+03+1 1+62+1 3 1 +C2 +1 3 1 +C3 +1 3 1 +63 +1 3 1 +C2 +1 3 1 +C3 +1 1+C3+1 3 1 +C2 +1 3 1 +0+1 3 1 +63 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1+0,3 +1 3 4:.000 1 +C2 +1 � +C2 +1 y ! 1 +C2 +1 1 +C2 +1 2 1 +C2 +1 2 1 +62 +1 O X PRODUCT REVISED as complying with dm Florida Dulldlatt Coda • - D°p 2 Accaptaara No ,. ^ ° Data f•4114>• - (Co .• ., , �, -- 7, I2+C3+2 13 I-•- --ANCHOR QUANTITY PER JAMB 1 +C2 +1 �S°y�'^ 1 +C2 +1 3 1 +C2 +1 3 1+03 +1 3 t HEAD AND SILL ANCHOR QUANTmES 50.625 ' 54.000 60.000 63.00 _.. 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+02 +1 1 +C3 +1 3 1 +02 +1 1 +w+ . Mall +6' +1 • +02 +1 1+C3 +1 3 3 1 +C2 +1 1 +C2 +1 3 3 1 +C3 +1 1 +C3 +1 3 3 A EROFIW CENNTERTERED ON THE MEEETETINN G RAIL 1 +C 3 +1 4 1 +C2+ 1 +C3 +1 ® 1 +C3 +1 4 1 +C2 +1 3 1 +C3+1 3 PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3° MIN. o.C. ANCHOR SPACING) 1 ++03+1 C3 +1 1 +C2 +1 Q� 3 + 1 C3 +1 1 + + ! 2 1 +C4 +1 n I 4 1 +C3+1 3 1 +Q4 +1 3 2 +w "` 1 +C2 +1 3 1 +C2 +1 2 2 +C2 +2 2 1 +C2 +1 3 1 +02+1 3 2 +C3+2 1 +62 +1 3 1 +02 +1 3 2+63 +2 3 1 +0.3 +1 3 1 +C2 +1 3 2 +C3 +2 1 +C3+1 3 1 +C2 +1 3 2 +C3 +2 3 1.-- 9° REF. T �..{ ,18 314° MAX. + I ---11---3* MIN. 1 +C3 +1 4 1 +C2 +1 3 2 +C3+2 1 +63+1 4 1 +C2+1 3 2 +C3 +2 3 1 +C3 +1 4 1 +C3+1 3 2 +C4 +2 1 +C3 +1 4 1 +C3+1 3 2 +C4 +2 4 -+-1 1 ;1 1 1 O 0 1 +03 +1 4 1 +C3 +1 3 2+04+2 1 +63 +1 4 1+03+1 3 2 +C4 +2 4 X _� 68.00 x 38.375 48.000 50.625 54.000 60.000 63.000 2 +C2 +2 3 1 +C2 +1 2 2 +C2 +2 2+C2+2 3 1 +C2 +1 2 2 +02 +2 3 T 2+C2+2 4 1 +C2 +1 3 2 +03+2 2 +02+2 4 1 +C2 +1 3 2+03 +2 3 MTG. RAIL- EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 2+C3 +2 4 1 +C2 +1 3 2 +C3 +2 2 +03+2 4 1 +C2 +1 3 2 +C3 +2 3• 2 +03+2 4 1 +02 +1 3 2 +C3 +2 4 2 +03+2 1 +C2 +1 3 2 +03+2 4 (SHOWN IN TABLE KEY ABOVE) 2 +03+2 4 1 +C3 +1 3 2 +04 +2 4 2 +C3 +2 1 +03+1 3 2 +C4+2 4 1+03 +1 4 1 +03+1 3 2 +C4 +2 4 2 +C3 +2 - 1 +03+1 3 2 +C4 +2 4 9" REF. 18 3/4' MAX. 74.000 x 38.375 48.000 50.625 54.000 60.00 63.000 2 +02 +2 3 2 +C2 +2 2 2 +C2 +2 3 2+C2+2 2 +02 +2 2 2 +C2 +2 3 rt 1 1/2° TYP 1►-3" MIN. 2 +03 +2 4 2 +02 +2 3 2 +63 +2 4 2 +03 +2 2 +62 +2 3 2 +03+2 4 �� 1111 X 1 4-- O • �y `7�l/ S L. cam, P.E. PE 639712 Structural 2 +C3 +2 2 +03+2 4 4 2 +C2 +2 2 +03+2 3 3 2 +C3 +2 2 +04+2 4 4 2 +03+2 2 +03 +2 4 2 +C2 +2 2 +63 +2 3 3 2 +C3 +2 2+04 +2 4, 4 - 2 +63 +2 4 1 +03+1 3 2 +C4 +2 4 2 +03+2 6 2 +C3 +2 3 2 +04+2 4 MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 2 +C3 +2 4 1 +C3 +1 3 2 +C4 +2 4 2 +C4 +2 . 2 +63 +2 4 2 +C4 +2 5 6/20111 0 ADDED ID CAP TOBE> DIN +SOFTNOTE. ANCHORAGE SPACING, OX AND XO WINDOWS Jax FJG Oda 4/1/07 Paidooe 0 cHaTABLE0 108 ,8 SELECT VILLUESDUE TO ANCHOR CAP. •.• , 1 /61 NOKOMI& L34273 - T1°R ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Pam ex FJC 10/17/01 mr Z88/06 •.. .:'. J.J. REVISE ANCHORAGE FORMAT, HEAD® SILL CLUSTERS a"Oe MAW P o s ,� 4x NO2:07118. FL 84274 ViSib&Bmms rr�ea,e H14710 aa�" NTS ... 10 0 11 owron, 4127 -10 a.0 D MUNI QUANTITIES, XOX (714- 712 -714) WINDODU TT1YG6 ANCHOR TYPE & SUBSTRATE GLASS TYPES A,B,C,G,F1" CLASS TYPES D,E,F,J,K,L 2,3, WOOD 2, CONC ®4= 011l 2,3, WOOD Z CONC 1, 00NC r. •. r 2 7•� 4+ N WINDOW SIZE W V H HEAD & SILL HEAD & SLLL co co HEAD & SILL rn HEAD & SILL HEAD & SILL co 2 HEAD & SILL m 53125x 38.375 4E000 50.825 54.000 80.000 83000 1+0241+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+1 +02+1 2 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 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 +C2 +1 3 1 +02 +1 +032+1 3 1 +C2 +1 +02+1 3 1 +02 +1 +02 +1 3 1+02 +1 +02 +1 1 +02+1 +02 +1 3 1 +02+1 +032 +1 3 1 +02+1 +02 +1 3 1 +02+1 +02 +1 3 1 +032 +1 +02+1 3 1 +02+1 +02+1 3 1 +02 +1 +02+1 3 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 +C2+1 +C2+1 3 1+03 +1 +03+1 3 80.000 x 38.375 48.000 50.825 54.000 60.000 03.000 1 +032 +1 +02+1 2 1 +C2 +1 +02 +1 2 1 +032 +1 +02 +1 2 1 +02+1 +02 +1 2 1 +02 +1 +02+1 2 1 +02 +2 +02+1 2 1 +032 +1 +032 +1 3 1 +032 +1 +02 +1 3 1+02 +1 +02+1 3 1 +02+1+02 +1 3 1 +032 +1 +02 +1 3 1 +02+2 +C2+1 3 1 +032 +1 +02+1 3 1 +02+1 +032 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2+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+02+1 3 1 +02+1 +02 +1 3 1+02 +1 +02 +1 3 1 +032 +1 +02+1 3 1 +03+2 +03+1 3 1 +02 +1 +02 +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 +03+2+03+1 3 74.000 x 38.375 48.000 50.625 54000 60.00D 83.000 1+02 +2 +02+1 2 1 +02 +1+02+1 2 1 +02 +2+02+1 2 1 +02+2+02+1 2 1+02+2+02+1 2 1 +032 +2 +02+1 2 1 +02+2 +02 +1 3 1 +02+1 +02 +1 3 1+(x+2+02+1 3 1 +032 +2+02+1 3 1 +032 +2+02+1 3 1 +02+2 +02+1 3 1+02 +2 +032 +1 3 1+02 +1 +02+1 3 1 +02 +2 +02 +1 3 1 +02 +2+02 +1 3 1 +02 +2+02+; 3 1+02 +2 +02+1 3 1 +02 +2 +02 +1 3 1 +02 +1 +032 +1 3 1 +02+2 +02+1 3 1+02+2 +G2 +1 3 1 +02 +2 +132 +1 3 1 +03+2 +03+1 3 1 +032 +2 +02 +1 3 1 +02 +1 +02 +1 3 1 +02+2 +02+1 3 1 +02+2 +0x +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 +C3 +2 +03+1 3 1 +02 +2+02+1 3 1 +03 +2 +03+1 3 84.000 x 38.375 48.000 50.625 54.000 80000 1 +02 +2 +02+1 2 1 +02+2+02+1 2 1 +02+2+02 +1 2 14C2424 C2+1 2 1 +02+2+02+1 2 1+(x +3+02+1 2 1 +02 +2 +02+1 3 1 +02+2+02 +1 3 1 +C2 +2 +02 +1 3 1+02+2 +032 +1 3 1 +02+2+02 +1 3 1 +03+3 +03+1 3 1 +02 +2 +032 +1 3 1 +02 +2+C2 +1 3 1 +032 +2+02+1 3 1 +02 +2 +02+1 3 1 +032 +2+C2+1 3 1 +03 +3 +03+1 3 1 +032 +2+02 +1 3 1 +032 +2 +032 +1 3 1 +02+2 +02+1 3 1 +02+2+02+1 3 1 +02+2+02+1 3 1 +034 +3 +04 +1 3 1 +032 +2+02 +1 3 1 +02 +2 +032 +1 3 1 +03+2+03+1 3 1 +03+2+03+1 3 1 +032 +2+02+1 3 1 +04 +3+04+1 3 108.375 x 38.375 1 50.825 54.000 80.000 83.000 1+02 +2 +02 +1 3 1 +0342 +03+1 1 +02+2+02 +1 2 1 +02+3+02+1 1 +02+2+ a 1{03+3 +c3+ 1 +02 +3 +02 +1 3 1 +03 +3+03 +1 3 1 +02 +2+02 +1 1 +02+2+02 +1 3 1 +03+3+03 +1 3 1+03+3+03 +1 3 1 +03+2 +03+1 3 2 +032 +3+02+1 2 1 +02+2+02+1 3 1 +03 +3+03+1 3 3{1+03+3 +03+1 3 1 +02 +3+(2+1 1 +02 +3+02 +1 3 1 +04+3 +034 +1 2 1 +02 +4 +02+1 3 1+03+4 +03 +1 2 3 3 1 +03+3+03+1 3 1+03+3+03+1 1 +03 +3+03+1 3 1 +03+4 +033 +1 3 1+00 +4 +04 +1 3 3 1 +03 +3 +03 +1 3 1 +032 +2+02 +1 3 1 +04+3+04 +1 3 1 +04+3+04 +1 4 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 +04+3+04+1 3 1+05 +4 +05+1 3 111.000 x 38.375 48.000 50.825 54.000 80.000 83.000 1 +02 +3 +02+1 2 1 +02 +3+02+1 3 1 +02+2 +02+1 1+02 +2 +02+1 2 1 +02+3+(x+1 3 1 +03+3+03+1 2 1 +02+3+02+1 3 3 1 +03+3+03+1 3 1 +02 +3+02+1 2 1 +C2+4 +C2+1 2 1 +032 +3+02+1 3 1 +03+4+03 +1 3 1+02 +3 +02 +1 3 1 +03+3+03 +1 3 1 +02+2 +02 +1 1+02+2 +02 +1 3 1 +03+3+03+1 3 1 +03+3+03+1 3 1 +03+3+03+1 3 3 1 +03+3+03+1 3 1 +03 +3+03+1 1 +03+3+03+1 3 1 +03+4 +03+1 3 1 +04+4 +034 +1 3 3 1 +03+3+03+1 3 1 +03x3+03 +1 3 1 +02+2+C2 +1 3 1 +C4 +3 +034 +1 1 +032 +2+02 +1 3 1 +04+3+04 +1 3 1 +04 +3 +04 +1 4 3 1 +034 +3 +04+1 4 1 +03+3+03+1 1 +C4 +3+C4 +1 3 1 +04 +4 +04+1 3 1 +05+4+06+1 4 3 NOTES! 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - 812 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/18" LAMI - (1/8" A,.090, 1/8" A) B. 5/16" LAMI - (1/8" A,.090, 1/8" HS) C. 5/16" LAMI • (1 /8" HS,.090, 1/8" HS) D. 7/16" LAMI - (3/16° A,.090, 3/16" A) E. 7/18" LAMI - (3/16" A,.090, 3/16" HS) F. 7/16" LAMI - (3/18' HS,.090, 3/16" 1S) G. 13/16" LAMI 13 - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8° SPACE, 5/18° LAMI H. 13/16" LAMI IG - 1/8° OR 3/16' A (MIN.), 5/16" OR 3/8° SPACE, 6/16° LAMI I. 13/16" LAMI 10 - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE. 5/16" LAMI - J. 13/16" LAMI 1G -1/8" OR 3/16" A (MIN.), 3/16" OR 1/4° SPACE, 7/16" LAMI - K 13/18° LAMI IG - 1/8" OR 3/16° A (MIN.), 3/16" OR 1/4° SPACE, 7/18" LAMI L. 13/16" LAMI IG -1/8" OR 3/16' A (MIN.), 3/16" OR 1/4° SPACE, 7/18° LAMI 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. - (1/8' X090,1/8° A) (1/8" A,.090, 1/8' HS) (1/8' HS,.090, 1/8" HS) (3/16" A,.090, 3/16" A) - (3/16" A,.090, 3/16" HS) - (3/16' HS,.090, 3/16° HS) 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: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 314" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221 /2" MAX. O.C. TABLE KEY: X O X I1 +033 +4 +03+1 ! 3 I-..- -- ANCHOR QUANTITY PER JAMB 9' REF. r MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 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) 25 3/4" max. -►{ I--3" MIN. f i{/ / / 1 / 1 X O 1 1 X 9' REF. 25 3/4" MAX. 1/2' TYP. h-3" MIN. 11 1 1 1 1 lilt 1 0 X MTG. RAIL TYP. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS PRODUCT REVISED es complying abb Ih+ Florida ea'm,r�C l l 4, By Read 6y. OaM Re J.R. S%10/19 D ADDED 10 CAP TO BE TEMPERED 4l +30FT NOTE lima Bo Raodonw P10 4/15/07 UPDATE TABLE 4, SELECT VALUES DUE TO ANCHOR CAP.AOJ. FJO 10,17138 BRe 8 REV/SFANRIORAOE FORMAT, HEAD & SILL =STIRS 0.10 Br 0.ea *echeas 0a. F.K. 2/28100 J.J 321/08 1070 TECHNOLOGY DRIVE NOKOMIS,+1842T6 P.O. BOX 12$ NOKOMIS, FL34274 PST V?.+11, Better ANCHORAGE SPACING, XOX (1/4- 1/2 -1/4) ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 0.1..1.1 SPIV INeee iae+ow* HR710 1 NTS 18 d 11 I 4127 -10 Ras D I/‘ Robert L Clark, PE. PE 539712 Structural MIAMI COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION 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 NOTICE OF ACCEPTANCE (NOA) www.mlamidade,povibulldlng PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County 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 renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 07- 0815.09 and consists of this page 1, evidence pages E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P. E., M. S. MfAMI• !• UNTY APPROVED 8//8/to I/ NOA No. 11-0630.02 Expiration Date: December 21, 2016 Approval Date: August 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 I through 11 of 11, dated 02/28 /2006 with the latest revision "D" dated 06/20/2011, prepared by POT 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/I8/2007, 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 eimy 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 PGT 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 "Satlex 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 g.(%. -°— Y eelm 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 MIAMI-DE COUNTY 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.miamidade.aov/buildingcode SCOPE: This NOA is being issued under the applicable rules and regulations goveming 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 "PW -701" Aluminum Fixed Window — L.M.I. 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 manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 08- 1112.10 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No 10- 0504.05 Expiration Date: February 19, 2014 Approval Date: September 22, 2010 Page 1 PGT 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 # 08- 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.E. "Submitted under 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/ ASTME-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.I. DuPont DeNemours for "DuPont Butacite ® PVB", expiring on 12/11/2010. F. STATEMENTS "Submitted under NOA # 08-1112.10" 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. vs fad /iii E -1 Carlos M. Utrera, P.E. Product Control Examiner NOA No 10 -0504.05 Expiration Date: February 19, 2014 Approval Date: September 22, 2010 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. 5/16" 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 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" 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" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/18" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. I. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" 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 SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: OX, XO, 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. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL -4858, FTL -4859 AND FTL -5330. ELCO TEXTRON NOA: 04-0721.01, 03- 0225.05 ANSI /AF&PA NDS -2005 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 A HURRICANE ZONE (HVHZ). 9. 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. Revad By. J.R. NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8 -11 PR'tODUCT REVISED as complying with the Florida Building Cods Acceptance No 4 • Cif ?i 0•02 Exp . on Dater 2D If Byn. .�✓ : L.( 1 M �: , p : , oduct Control Date: 6/20/11 Revision& D F.K. Br bats: 4/15/07 Revisions: C ADDED /G CAP TO BE TEMPERED @ +30FT NOTE. ADD FTL -5330 TO NOTES 7 & CHG. NOTE 8 TO CURRENT EDIT. Bawd Br F.K. n/17/06 Revlaton : B CHANGE TO ASTMS 1300-02 Drawn By. F.K. 2/28/08 Checked By,' J.J. 3/23/08 I 1070 TECHNOLOGY DRIVE NOKOMIS, FL34275 P.O. BQX 1629 . NOKOMIS, FL 34274 Visibly Better : GENERAL NOTES nna: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Bedesaf Wet HR710 see: NTS Meet 1 d 11 D Ma 4127 -10 Rev:. D 1/2" NOM. GLASS BITE i\- (60,61,62) 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 1/2" NOM. GLASS BITE 5/16" LAMINATED GLASS It'LJ CI Pr'1 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED 5/16" OR 3/8" AIR SPACE 1/8" OR 3/16" ANNEALED (MIN.) GLASS 13/16" NOM. 1/2" NOM. GLASS BITE 66,67,68,69,70,71 13/16" LAMI IG GLASS W/ 5/16" LAMI 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER _ill* 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16' LAMINATED GLASS 63,64,65 <D EXTERIOR INTERIOR E> (ALL SECTIONS) 1/2" NOM. GLASS BITE .__L (2,73,74,75,76,7 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .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 3/16" ANNEALED (MIN.) GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI /\FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G s L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. PRODUCT YtSED as ticorpplying with the Florida Budtng Cade Acceptance No RE ' t3xl► • . ' n Dais By M O.0 olio Raved By: J.R. Date: 6120/11 Revisions: D Read By: F.K. Data 4/16/07 Revisions: C ADDED 10 CAP TO BE TEMPERED @ +30FT NOTE. NO CHANGE THIS SHEET Revsd By F.K. bete: 10/17/06 NO CHANGE THIS SHEET Dawn By. F.K. 2128/08 Cheated By. J.J. Data X3/06 I 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BQX 1620 NOKOMIS, FL 34274 Visibly Better GLAZING DETAILS Twee ALUM. HORIZONTAL ROLLER WINDOW, IMPACT sedes/Mod& 8eete: 11R710 Full 2 al 11 Draft No. 4127-10 Raw. D /! TABLE 1. ' XOX (1/4,1/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" 50 5/8" 54" 60" 63" 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 -60.0 96" 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 +58.8 -58.8 +56.2 -56.2 106 3/8" 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, +60.0 -60.0 UP TO 111" D,E,F, J,K,L +75.0 -75.0 TABLE2. 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 63" TO 86 7/16" ABC, G, H, I 38 3/8" +60.0 -60.0 TO 86 7/16". D,E,F, J,K,L 63" +75.0 -75.0 OX AND XO FLANGE TABLE 3. OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 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 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 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 +69.6 -69.6 +65.2 -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 -75.0 +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 GLASS TYPES: TEST REPORT FTL -4858 (XOX), FTL -4859 (OX & XO) AND FTL -5330 A. 5/16" LAMI - (1/8" A, .090,1/8" A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) C. 5/16" LAM! - (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) Raved By: Date: RaYielens: J.R. 8/20/11 0 ADDED 10 CAP TO BE TEMPERED c +30FT NOTE. RevIstente C ADD INTEGRAL FIN OPTION & UPDATE AS7ME 1300 -02 DPs G. 13/16" LAMI IG -1/8" OR 3/16 "A (MIN.), 5/16" OR 3/8" 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 - (1/8 "A, .090,1/8 "HS) I. 13/16" LAMI IG -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 IG -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, 3/16 "HS) 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) Rawst By: F.K. Raved Ely: F.K. F.K. Date: 4/15/07 Date: 10/17/08 2/28/08 Re'4 Iw, : B REVISE DP TABLES TOASTM E 1300-02 Checked By J.J. Deer 3/23/08 I 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BQX 1529 NOKOMIS, FL 34274 DESIGN PRESSURES 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. PRODUCT REVISED as complying with the Florida Building Cade Acceptance No 14 • ©�! O OZ Expir on Unto Za /G By Miami • s ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better HR710 NTS 3 el 11 Deratag 4127 -10 RAY: D obert L. Clark, P.E. PE #39712 Structural 27 3/8" MAX. DLO VENT 54 5/16" MAX. DLO FIXED ---el 0 110" MAX. WIDTH I.F. FRAME 111" MAX. WIDTH FLANGE FRAME DETAIL B - XOX (1/4- 1/2 -1/4) 33 9/16" MAX. nwan- DLO FIXED C 1 A 57 3/8" MAX. DLO ALL FIXED LITES 0 33 9/16" MAX. DLO VENT X 56" MAX. DLO ALL VENTS 62" MAX. I.F. FRAME ALL CONFIG. Rpm 63" MAX. FLANGE FRAME ALL CONFIG. C 73" MAX. WIDTH I.F. FRAME --al 74" MAX. WIDTH FLANGE FRAME DETAIL A- OXORXO 27 3/8" MAX. DLO VENT 27 3/8" MAX. DLO FIXED ' D D 85 7/16" MAX. WIDTH I.F. FRAME--11-1 86 7/16" 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) PRODUCT REVISED es complying with the Florida Building Code Acceptance No 3 0,O2 l xp' • •nData a o /ZO fss By Mil D ,, j ' , , uct Control Rr radBy: Date: J.R. 8/0/11 Reader: Oa FJC 4/16/07 Rood Br Ddb: FIG 10/17/08 Dram DaNs F.K. 2/28/06 towgrong D Revtaknw 0 NO CHANGE THIS SHEET �pLM O NS) a AND CflANER ONNSTRUTN DROM SH Re 8 NO CHANGE THIS SHEET Checked 133c J.J. 9/23108 L 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. aQX 1520 NOKOMIS, FL 94274 13 v � Better ELEVATIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT NTS 1 4127-10 J D ISetiotaiodek Sheet 4 of 11 HRTIO Robert L. Clark, P.E. PE #39712 Structural INTERIOR INTERIOR 1-. MAX. FIXED DLO --e'l MAX. WIDTH (FLANGE FRAME) EXTERIOR SECTION B -B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) MAX. HEIGHT FLANGE FRAME INTERIOR MAX. FIXED DLO MAX. VENT DLO MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) EXTERIOR INTERIOR PRODUCT REVISED as complying with the Florida Heading Code Acceptance No Exp + • ' . n Dato O �Q EXTERIOR INTERIOR SECTION C -C SILL (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME) HEAD (VERTICAL SECTION, I.F. FRAME) 070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ALUM HORIZONTAL ROLLER WINDOW, IMPACT Robert L. Clark, P.E. PE #39712 Structural ITEM l 2 3 4 6 7 8 10 12 13 14 15 16 17 19 21 22 23 24 29 32 33 35 36 37 38 39 40 41 42 43 50 51 52 53 54 55 56 59 60 61 62 63 64 65 DWG# REV DESCRIPTION MAT'L PGT# 4102 FLANGE FRAME HEAD 6063 -T6 AL 612237 4025 SASH STOP (STD.) (ANTI LIFT CLIP) 6063-T5 A L 612244 #8 X 3/4 PH. PAN HEAD 7834A A 4053 SASH STOP COVER (SASH STOP) 6063 -T5 AL 4136 FLANGE FRAME SILL 6063 -T6 AL 64136 4137 SILL ADAPTOR 6063-T6 A L 64137 4131 ROLLER TRACK 6063-T6 AL 64131 71298 WEEP HOLE COVER POLYPROP. 71298 1626 ADHESIVE OPEN CFI L FOAM PAD 7PADI626 4002 A FLANGE FRAME JAMB 6063-T6 AL 612225 4134 GASKET FOR MAIN FRAME SILL JOINT 74134W/K 1155 #8 X 1.000 QUAD PN. SMS 4110 G SCREEN ADAPTOR 6063-T5 AL 781PQA 641100 4054 B FIXED MEETING RAIL 6063RD -T6 AL 64054A 4066 WSTP.,.187 X .230, FIN SEAL 640660 4105 SASH TOP & BOTTOM RAIL 6063-T5 AL 612240 1683 WSTP.,.250 X .270 BACK, FIN SEAL 61683G 225 -1 ROLLER HOUSING & GUIDE 421 I2HD 226 BRASS ROLLER WHEELS BRASS 7BRWHL2 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 4006 D SASH MEETING RAIL 6063HS -T6 AL 64006 1235 WSTP.,.170 X .270 BACK, FIN SEAL 67S 160 1096 SWEEP LATCH DIE-CAST 71096 1016 #8 X .625 PH. FL SMS 7858 4126 SASH SIDE RAIL 6063-T5 AL 64126 1683 WSTP.,.250 X .270 BACK, FIN SEAL 61683G 7070 BULB WEATHERSTRIP .187 X .275 67070K LIFT RAIL COVER CAP 74078 "C" L OR R 4139 I.F. FRAMEHEAD 6063 -T6 AL 64139 4140 IF. FRAME SILL 6063-T6 AL 64140 4141 I.F. FRAME JAMB 6063-T6 AL 64141 GLAZING SILICONE, DOW 899, 995 OR EQUIVALENT 1224 VINYL GLAZING BEAD BULB (THICK) 6TP247W,K 1225 VINYL GLAZING BEAD BULB (THIN) 6TP248K 4039 B 4044 13 GLAZING BEAD - 5/16" 6063-T5 AL 64039B GLAZING BEAD - 5/16" W /GRILL KIT 6063 -T5 AL 644703 4222 A GLAZING BEAD - 7/16" 6063-T5 AL 64222 985 C GLAZING BEAD - 7/16" W /GRILL KIT 6063-T5 AL 6985 4067 GLAZING BEAD - 13/16" 6063-T5 AL 64067 GLASS, 5/16" LAMI (1/8" A, .090 PVB, 1/8" A) 5/16" LAMI (1/8" A, .090 PVB, 1/8" HS) 5/16" LAMI (1/8" HS, .090 PVB, 1/8" HS) 't 7/16" LAMI (3/16" A, .090 PVB, 3/16" A) 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) 11 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) ITEM DWC# REV] DESCRIPTION 1 MAUL 1 PGT# 66 GLASS, 13/16" LAMI 10-1 /8 "A (MIN.), 3/8 "AIR SPACE, 5/16" LAMI (1/8 "A, .090 PVB, 1/8"A) 67 " 13/16" LAMI IG.1 /8 "A (MIN.), 3/8" AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1/8"1-1S) 68 " 13/16 "LAM11G- 1/8 "A( MIN.), 3 /8 " AIR SPACE, 5 /16 " LAMI (1 /8" HS, .090 PVB, 1/8" HS) 69 " 13/16" LAMI IG- 3/16 "A (MIN.), 5/16" AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1 /8 "A) 70 " 13/16" LAMI IG- 3/16 "A (MIN.), 5/16" AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1 /8 "HS) 71 " 13/16" LAMI 1G- 3/16 "A (MIN), 5/16" AIR SPACE, 5/16" LAMI (1 /8 "4S, .090 PVB, 1 /8 "HS) 72 " 13/16" LAMI 1G-1/8"A (MIN.), 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) 73 " 13/16" LAMI 1G -1 /8 "A (MIN.), 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "HS) 74 " 13/16" LAMI 1G•1 /8 "A:(MIN.), 1/4" AIR SPACE, 7/16" LAMI (3 /16 "HS, .090 PVB, 3 /16 "HS) 75 " 13/16" LAMI 1G- 3/16 "A (MIN.), 3/16" AIR SPACE, 7/16" LA MI (3/16 "A, .090 PVB, 3/16 "A) 76 " 13/16" LAMHO-3/16"A (MIN.), 3/16" AIR SPACE, 7/16" LA MI (3/16 "A, .090 PVB, 3 /16 "HS) 77 " 13/16" LAMI 1G3/16 "A (MIN.), 3/16" AIR SPACE, 7/16" LAMI (3 /16 "HS, .090 PVB, 3/16 "HS) 90 1014 SCREEN FRAME (HOR. & VER.) 3105 -H14 AL 91 1630 SCREEN CORNER KEY W /RINGS POLYPROP. 92 1631 SCREEN CORNER KEY W /OUT RINGS POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 SCREEN SPLINE- .135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE - .135 D1A. HARD EM PVC 96 SCREEN CLOTH 2.784 .082 -1.988 I.F. FRAME JAMB #4141, 6063 -T6 I.F. FRAME HEAD #4139, 6083 -T6 6 .082 - - �r ----rte 2.710 .F. FRAME SILL #4140, 6083 -T6 3.152 PRODUCT REVISED es complying with the Honda Binding Cade I% • 047 estO • eV. Acceptance ) 1 . aDate�f 172 I By .4' act Canlw Revsd By. J.R. Dee: 6/20111 Rodeo= D ADDED MINJ' TO GLASS TYPES Raved 8y: F.K Data: 4/15/07 Revisions: C ADD ITEMS 41, 42 & 49 Revel en FK Date: 10/17/06 Revisions: B NO CHANGE THIS SHEET brawn FK Deb.: 2128/06 Checked syr J.J. Date: I 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BQX 1529 NOKOMIS, FL 34274 Erir 0 PARTS LIST rrra: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Vtstbly Better Seilesef ada HR710 Sates NTS 6 er71 4127 -10 Rev. D Robert L. Clark, P.E. PE #39712 Structural FLANGE FRAME HEAD #4102A, 6063 -T6 .490 k-•*- 1.451 --•-1 SASH STOP #4025, 6063 -T5 .062 [I U 4-1349-6.-1 SASH TOP &BOTTOM RAIL #4133, 6063 -T5 1.183 .050 1.096 .4-1.-1 GLAZING BEAD, 5/16" #4044B, 6063 -T5 (USED W/ GRILL KIT) .678 2. .062 52 1.322 FLANGE FRAME SILL #4136, 6063-T6 :061 .437 -1.461 HORIZ. ROLLER TRACK #4131, 6063 -T6 79 .062 1.081 1-.--- SASH MTG. RAIL #4006D, 6063HS-T6 1.187 Qf.678 [.050 1.098 GLAZING BEAD 7/16" #4222A, 6063 -T5 .062 1.187 hi--- I 3.190 FRAME SILL ADAPTER #4137, 6063 -T6 FIXED MEETING RAIL #4054B, 6063HD-T6 2.1 1.349 k•- 1291+ -1 SASH SIDE RAIL #4126, 6063 -T5 .050 1.115 k - I GLAZING BEAD 7/16" #985C, 6063 -T5 (USED W/ GRILL KIT) .678 b1.513- J i r.040 .738 SASH STOP COVER #4053, 6063 -T5 r h"-- 2.784 1.363- 1 U .062 4.- EfiL150.1. .678 1.096 - k- -o-1 GLAZING BEAD, 5/16" #4039B, 6063-T5 FLANGE FRAME JAMB #4002A, 6063 -T6 .683 50 -I + d 1.097 GLAZING BEAD, 13/16" #4067, 6063 -T5 PRODUCT REVISED as complying with the Florida Acceptance Code tl 4"0"0" j%i .:'Z. xpraone No 0 (4 ire on Date By M 1, L.s / %J • ontrol Revad Bye J.R DADS: 6/20/11 Ravbkaa: 0. NO CHANGE THIS SHEET RevedBy: F.K Debx 4/15/07 Redetons: C NO CHANGE THIS SHEET Roved** F.K Datex 10/17/06 ReVstonx B NO CHANGE THIS SHEET F.K. flare 2/28/08 txor:ed0r J.J. Aft 23/06 I 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. B9X 1529 NOKOMIS, FL 34274 _wr Visibly Better os.edy�r,: EXTRUSIONS Tex ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 Half Shot* or 11 DiesingNo. 4127-10 Rest D /7 Robert L. Clark, P.E. PE #39712 Structural ANCHOR QUANTITIES, XOX (1/4- 1/2 -1/4) WINDOWS TABLE 4 ANCHOR TYPE & SUBSTRATE GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K,L 2,3, WOOD ZONES 2, CONC ZONES 1, CONC ZONES 2,3, WOOD ZONES 2, CONC ZONES 1, CONC ZONES WINDOW SIZE w V H 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 HEAD & SILL 1 +C2 +1 +C2 +1 to m Q 2 HEAD & SILL 1 +C2 +1 +C2 +1 U) Q 2 HEAD & SILL 1 +C2+ 1 +C2 +1 m 2 HEAD & SILL 1 +C2+ 1 +C2 +1 rn CO 2 HEAD & SILL 1 +C2 +1 +C2 +1 to m 2 2 HEAD & SILL 1 +C2 +1 +C2 +1 co m 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+ 1 +C2+ 1 3 1+C3+1+C3+ 1 3 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1+C2+ 1+C2+ 1 2 1 +C2 +1 +C2 +1 2 1 +C2 +2 +02 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2+1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +2 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2+2+C2+ 1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +0+2 +03 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +02+1 3 1 +02+1 +02 +1 3 1 +C3+2 +C3 +1 3 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +2 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2+ 1 2 1 +C2 +2+C2 +1 2 1+C2+2+C2+ 1 2 1 +C2 +2+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +02 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +02 +2 +02 +1 3 1+C2+2+ C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1+C2+2+C2+ 1 1 +C2 +2 +C2 +1 3 1+C3+2+C3+ 1 3 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +02 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +2 +C3 +1 3 1+C3+2+C3+ 1 3 1+C2+2+C2+ 1 3 1 +C3 +2 +0+1 84.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +02 +2 +02 +1 2 1 +C2 +2 +C2 +1 2 1 +02 +3 +02 +1 2 1+C2+2+C2+ 1 3 1+C2+2+C2+ 1 3 1 +C2 +2 +C2 +1 3 1+C2+2+C2+ 1 3 1 +02 +2 +02 +1 3 1 +03 +3 +0+1 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2+1 3 1 +C2 +2+C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1+C2+2+C2+ 1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +04 +3 +04 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 +1 3 1 +C3 +2 +C3+1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +04+1 3 1+C2+2+C2+ 1 1 +C2 +2 +C2 +1 3 1 +C3 +2 +03 +1. 3 1 +C3+2 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 106.375 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +2 +C2 +1 2 1+C2+2+C2+ 1 2 1 +C2 +3 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +3 +C2 +1 2 1+C2+4+C2+ 1 2 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +03 +3 +03+1 3 1 +C2 +3 +C2 +1 3 1 +C3 +4 +C3 +1 3 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2 +1 3 1+C3 +3 +C3 +1 3 1+C3+3+C3+ 1 3 1 +C3 +3 +C3 +1 3 1+C3+3+C3+ 1 3 1 +C2 +2 +C2 +1 3 1+03+3+03 +1 3 1 +03+3 +03+1 3 1 +C3 +3 +C3+1 3 1 +0+4 +0+1 1 +C4 +4 +C4 +1 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +04+3 +04 +1 4 1 +C3 +3 +C3+1 3 1+C4+4+C4+ 1 3 1+C3+3+C3+ 1 3 1+C2+2+C2+ 1 3 1 +04 +3+C4 +1 3 1 +C4 +3 +04 +1 4 1+C4+3+C4+ 1 3 1 +C5 +4 +05+1 3 111.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C3 +3 +C3 +1 1 +C2 +3 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2+3 +C2 +1 2 1+C2+3+C2+ 1 3 1 +C2 +3 +C2 +1 2 1 +C2 +4 +C2 +1 2 1 +C2 +3 +C2 +1 1 +C2 +3 +C2 +1 3 1+C2+2+C2+ 1 3 1 +0+3 +03 +1 3 1 +C3 +3+03 +1 3 1 +C2 +3 +C2 +1 3 1 +03 +4 +03 +1 3 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3+C3 +1 3 1 +0+3 +0+1 3 1 +03+4 +03+1 3 1 +C3 +3 +03 +1 1+C3+3+C3+ 1 BBB Date: Baryons: J.R. 8/20/11 D Rend By: F.K. 3 1+C2+2+C2+ 1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3+1 3 1+C4+4+C4+ 1 3 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +04 +1 3 1 +C4 +3 +C4 +1 1 +C3 +3 +03+1 3 1 +C4 +4+C4 +1 3 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +04 +3 +04 +1 ADDED IG CAP TO BE TEMPERED @ +30FT NOTE 4/15/07 Revisions: C UPDATE TABLE4, SELECT VALUES DUE TO ANCHOR CAP. ADJ. 1 +C4 +3 +C4 +1 3 Roved By: FJC omax 10/17/013 Revisions: B REVISEANCFIORAGE FORMAT, HEAD & SILL CLUSTERS Drawn By: F.K. cr 2/28/08 Checked By J.J. Vale: 3/23/08 I 1+C5+4+C5+ 1 1070 TECHNOLOGY DRIVE NOKOMIS, FL 94276 P.O. BOX 1620 NOKOMIS, FL 34274 4 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A,. 090, 1/8" A) B. 5/16" LAMI - (1/8" A,.090, 1/8" 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 3/8" SPACE, 5/16" LAMI H. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI I. 13/16" LAMI 1G - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - J. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - K 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - L. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI 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. - (1/8" A,.090,1/8" A) - (1/8" A,.090,1/8" HS) (1/8"1-15„090, 1/8" HS) (3/16" A..090, 3/16" A) (3/16" A,.090, 3/16" HS) - (3/16" HS,.090, 3/16" HS) 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: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. TABLE KEY: X 0 X (1 +C3 +4 +C3 +11 3 j_. ANCHOR QUANTITY PER JAMB 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) { I 25 3/4" max. I H+-3" MIN. i 1 lit t l 9" REF. 111 O MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) - 125 3/4" MAX. 1 1/2" TYP. I-+3" MIN. 1 1111 t 1 1 9" REF. r- MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS PRODUCT REVISED as complying with the r'larida Building Cade Acceptance No I.1 ! it 0. 0, Expired= Date AO jecr Control Visibly Better ANCHORAGE SPACING, XOX (1/4- 112 -1/4) tee: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT smkasbock* same: Sheen Orrofng Row HRT10 NTS 8 a 11 4127 -10 D PE #39712 Structuml ANCHOR QUANTITIES, XOX (1/3- 113 -1/3) WINDOWS TABLE 5 ANCHOR TYPE & SUBSTRATE GLASS TYPES A,B,G,H ,J.K, L > 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC ZONES ZONES ZONES 1 ZONES ZONES WINDOW SIZE W V H 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 53.125x 38.375 48.000 50.625 54.000 60.000 63.000 60.000x 38.375 48.000 50.625 54.000 60.000 63.000 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 84.000x 38.375 48.000 50.625 54.000 60.000 63.000 86.437 x 38.375 48.000 50.625 54.000 60.000 63.000 Revad By. Date: J.R. 6/20111 co co to HEAD & SILL d HEAD & SILL ¢ HEAD & SILL a 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2+1+C2+1 3 1 +C2 +1 +C2+1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1+C2+1+C2+1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 to HEAD & SILL a HEAD & SILL 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 3 1 +C2 +1 +C2 +1 3 1+C2+1+C2+1 3 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 3 1 +C2+1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3+1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2+1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 4 1 +C3 +1 +C3 +1 4 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1+C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2+1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +02 +1+C2 +1 1 +C2 +1 +C2+1 1 +C2 +1 +C2 +1 1+C2+1+C2+1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +02+1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2+ 1 +C2 +1 1 +C2+1 +C2 +1 1 +C2 +1 +C2+1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2+1 +C2 +1 1 +C2 +1 +C2 +1 1 +C3 +1 +C3 +1 1 +C3 +1 +C3 +1 1 +C2 +1 +C2 +1 1 +C2 +1+C2 +1 1 +C2 +1 +C2 +1 0 03 2 3 3 3 3 3 2 3 1, CONC ZONES 0) HEAD & SILL Q 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 3 3 3 3 2 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 3 3 3 3 2 3 3 3 3 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1+C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 2 3 3 3 3 3 2 3 3 1 +C2 +1 +C2 +1 2 1+C3+1 +C3+1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 1 +C2 +1+C2 +1 3 2 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 3 3 3 2 3 3 1 +C3 +1 +C3 +1 1 +C3 +1 +C3 +1 3 1 +C4 +1 +C4 +1 4 1 +C2 +1 +C2+1 2 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 311 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 311 +C3 +1+C3 +1 4 1 +C3+1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1+ C3 +1 +C3 +1 311 +C3 +1 +C3 +1 4 1 +C3+1 +C3+1 1 +C3+1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C4 +1 +C4 +1 4 1 +C4 +1 +C4 +1 4 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090, 1/8" A) B. 5/16" LAMI - (1/8" A,.090, 1/8" 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 3/8" SPACE, 5/16" LAMI H. 13/16" LAMI 13 - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI I. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - J. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - K. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI L. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED E.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. - (1/8" A,.090, 1/8" A) - (1/8" A,.090, 1/8" HS) (1/8" HS,.090, 1/8" HS) (3/16" A,.090, 3/16" A) - (3/16" A,.090, 3/16" HS) - (3/16" HS,.090, 3/16" HS) 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: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. TABLE KEY: X 0 LI -- .--- ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 25 3/4" MAX. 1-i--3" MIN t 141 t 141 1 9" REF. X O X MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 25 3/4 "MAX. 1 -�--3" MIN 1 1111 1 1141 1 9" REF. 1 MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS X O X PRODUCT REVISED as complying with the Florida Building Coda Acceptance No_f _ _�? _ . 0� Esc* "on Date -j Zee /40 By M :mi Dad 1'' t antral Ru 4By: Dells: F.K. 4115107 Reved By: Data: F.K. 10/17/06 mower F.K. Date: 2/28/06 Revisions: D ADDED IG CAP TO BE TEMPERED Ra+ktona: 1070 TECHNOLOGY DRIVE C UPDATE TABLE 5, SELECT VALUES DUE TO ANCHOR CAP. ADJ. NOKOMIS, FL 94275 8 REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS P.O. BOX 1528 NOKOMis, FL 34274 +30FT'NOTE. Chtmteday. J.J. Dale: 3/23/06 1-22-17 ANCHORAGE SPACING, XOX (1/3- 1/3 -1/3) rare: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better aorkelMOdek &We: sheet VarstroNa Rem HR710 NTS 9 at 11 4127 -10 D /1' obert L. Clark P.E. PE #39712 Structural ANCHOR QUANTITIES, XO & OX WINDOWS ANCHOR TYPE> & SUBSTRATE GLASS TYPES A,B,G,H GLASS 2,3, WOOD 2, CONC TABLE 6 TYPES C,D,E,F,I,J,K, L 1, CONC 1 2,3, WOOD 1 2, CONC 1, CONC ZONES ZONES ZONES 1 ZONES ZONES 1 ZONES WINDOW SIZE W V H 0 H 6 to m 0 J 6 m ots m 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 1 +C2 +1 2 1 +C2 +1 m m Q 2 11 +C2 +1 m .--¢ _! m = Q °5 2 11 +C2 +1 2 11 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 I1 +C2 +1 3 11 +C2 +1 3 11 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 11 +C2 +1 3 11+C2+ 1 3 11+C2+ 1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 I1+C2 +1 3 11 +C2 +1 3 11 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 11 +C2 +1 3 11 +C2 +1 3 11 +C3 +1 3 1 +C2 +1 3 1+C2+1 3 1 +C3 +1 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 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +C2 +1 2 1+C2+1 3 I1 +C2 +1 2 11 +C2 +1 3 11 +C2 +1 3 11 +C3 +1 3 2 F1 +C2 +1 2 11 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 11 +C2 +1 3 11 +C2 +1 3 11 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 11 +C2 +1 3 I 1 +C2 +1 3 I 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 I1 +C2 +1 3 11 +C2 +1 3 11 +C3 +1 3 1 +C3 +1 3 1+C2+1 3 1+C3+1 3 11 +C3 +1 3 1 1 +C2 +1 3 I 1 +C3 +1 3 1 +C3 +1 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 2 1 +C2 +1 2 1 +C2 +1 3 1 +C3 +1 2 1 +C2 +1 3 I1 +C2 +1 3 I1 +C3 +1 3 2 11 +C2 +1 2 11 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 I1 +C2 +1 3 11 +C2 +1 3 11 +C3 +1 3 1+C2+1 3 1 +C2 +1 3 1 +C3 +1 3 11 +C2 +1 3 11 +C2 +1 3 11 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 1 +C3 +1 3 11 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 4 1 +C2 +1 3 1 +C3 +1 3 11 +C3 +1 4 11 +C2 +1 3 11 +C3 +1 3 1 +C3 +1 1 +C2 +1 3 1 +C3 +1 1 +C2 +1 3 1+04+1 2 2 +C2 +2 3 1 +C3 +1 2 1+C2+1 4 11 +C3 +1 3 11 +04 +1 3 3 11 +C2 +1 2 12 +C2 +2 2 1 +C2 +1 3 1 +C2 +1 3 2 +C3 +2 3 11 +C2 +1 3 I1 +C2 +1 3 12 +C3 +2 3 1 +C3 +1 3 1 +C2 +1 3 2 +C3 +2 3 11 +C3 +1 1+C3+1 4 1 +C2 +1 3 2 +C3 +2 3 11 +C3 +1 3 1+C2+1 3 12 +03 +2 3 4 1 +02 +1 3 2 +C3 +2 3 1 +C3 +1 4 1 +C3 +1 3 2 +C4 +2 4 11 +C3 +1 4 I1 +C3 +1 3 12 +04 +2 4 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C3+1 2 +C2 +2 4 1 +C3 +1 3 2 +C4 +2 4 11 +C3 +1 3 1 +12 +1 2 2 +C2 +2 3 12 +C2 +2 4 11 +C3 +1 3 12 +C4 +2 4 3 1 1 +C2 +1 2 (2 +C2 +2 3 2 +C2 +2 4 1 +C2 +1 2 +C3 +2 3 12 +C2 +2 4 11 +02 +1 3 12 +C3 +2 3 2 +C3 +2 2 +C3 +2 4 1 +C2 +1 4 1 +C2 +1 2 +C3 +2 4 1 +C3 +1 3 3 3 2 +C3 +2 2 +C3 +2 2 +C4 +2 3 2 +C3 +2 4 2 +C3 +2 4 2 +C3 +2 4 1 +C2 +1 3 2 +C3 +2 3 4 1 +C2 +1 3 2 +C3 +2 4 4 1 +C3 +1 3 2 +04 +2 4 1 +C3 +1 4 1 +C3 +1 2 +C4 +2 4 12 +C3 +2 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2 +C2 +2 3 2 +C2 +2 2 2 +C2 +2 3 12 +C2 +2 4 11 +C3 +1 3 12 +C4 +2 4 312 +02 +2 2 12 +C2 +2 3 2 +C3 +2 4 2 +C2 +2 3 2 +C3 +2 4 12 +C3 +2 4 12 +C2 +2 3 12 +C3 +2 4 2 +C3 +2 4 2 +C2 +2 3 2 +03 +2 4 12 +C3+2 4 1 2 +C2 +2 3 12 +C3 +2 4.. 2 +C3+2 4 2 +03 +2 3 2 +C4 +2 4 12 +C3 +2 4 12 +C3 +2 3 12 +C4 +2 4 2 +C3 +2 4 1 +C3 +1 3 2 +C4 +2 4 12 +C3 +2 5 12 +C3 +2 3 12 +04 +2 4 2 +C3 +2 1 +C3 +1 2 +C4 +2 4 12 +C4 +2 5 [ 2 +C3 +2 4 2 +04 +2 5 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090, 1/8" A) B. 5/16" LAMI - (1/8" A,.090, 1/8" 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 3/8" SPACE, 5/16" LAMI H. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI I. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - J. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - K. 13!16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI L. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI /o\ 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. - (1/8" A,.090, 1/8" A) - (1/8" A,.090, 1/8" HS) (1/8" HS,.090, 1/8" HS) (3/16" A,.090, 3/16" A) - (3/16" A,.090, 3/16" HS) - (3/16" HS,.090, 3/16" HS) 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. 18 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. TABLE KEY: 0 X 12+C3 +2 13 1_- 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) I 18 3/4" MAX. I --1--11.-•-3" MIN. 9" REF. 1 MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 9" REF. 1 MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS I 18 3/4" MAX. -t{ 1 1/2" TYP. MIN. PRODUCT REVISED es complying with the Florida Building Code Acceptance No Exp on Date Revad By J.R. Data 6/20/11 Revkrtona: D ADDED IG CAP TO BE TEMPERED as +30FT NOTE. Reese By: F.PG RevsJFBy: Pile F.K. Defoe 4/15/07 CHO.TABLE# TO 6, & SELECT VALUES DUE TO ANCHOR CAP. ADJ. Date: 10/17/06 Datec 2/28/06 Aswan,: B Checked By: J.J. REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS 3/23/06 I 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O. BQX 1829 NOKOMIS, FL 94274 Visibly Better beeafpeav ANCHORAGE SPACING, OX AND XO WINDOWS tom: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Berfeetkaaa sadx I Sheet Den* Mt Res HR710 NTS1 10 d 11 4127 -10 D `/ Robert L. Clark, P.E. PE #39712 Structural e MIN. 3.4 KSI CONCRETE 1 x WOOD BUCK, NOTE 3 1 3/4" MIN. E.D. TYP. 2x WOOD BUCK, NOTE 3 ••:: NOTE 1 1/4" MAX. SHIM CONCRETE WOOD ANCHOR, ANCHOR, NOTE 1 DETAIL A NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 1/4" MAX. SHIM WOOD ANCHOR, NOTE 2 1 3/8" MIN. 2x WOOD BUCK, NOTE 3 CONCRETE ANCHOR, NOTE 1 1/4" MAX. SHIM CONCRETE ANCHOR, NOTE 1 1 1/4" MIN (1.5 KSI CMU) OR PER NOTE 1 (3.4 KSI CONCRETE) NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS EMBEDED 1 3/8" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4 ". FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX WITH #12 TRIMFIT HEAD. 3. 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. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM 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 #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. 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. .. a II -- '�ee!•ftllllltt1111111111! MIN. E.D ( HEAD& SILL DETAILS A, EB IC D G & H ) I,1 • ... , TYP. INTERIOR (JAMB DETAILS E, F & I) EXTERIOR 1x WOOD BUCK, NOTE 3 DETAIL E DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS MIN. 3.4 KSI CONCRETE 1/4" j— MAX. SHIM -r • NOTE 1 ' 1 3/4" MIN. E.D. TYP. DETAIL C 2x WOOD BUCK, NOTE 3 WOOD ANCHOR, NOTE 2 TYPICAL FLANGE FRAME SILL SECTIONS SEE NAILING DETAIL H (HEAD) NAILING .131 DIA. MIN. x 2 1/2" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & I. SEE NAILING •— SEE NAILING DETAIL G (SILL) DETAIL I (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS PRODUCT REVISED as complying with the Florida Building Code Acceptance No Exp Date By Mi Y!t Da. !'4313 act ontroi 0,02 2o I40 Florid By: J.R. Rend By: F.K. Date: 8/20/11 bete: 4/15/07 Revisions: ' D Reviews: C NO CHANGE THIS SHEET REVISE NOTES 1 & 2 REGARDING TRIMFIT HD. & EMB MENT. ADD I.F. FRAME. CHG. NOTE S TO FBC, "CURRENT EDITION" RevedBy F.K. Date: 10/17/08 Revue B REVISE EDGE DIST. , EMBEDMENT & SHT. REFERENCES F.K. eform es 2/28/08 he kedBy: J.J. X3/08 I 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better ANCHORAGE DETAILS Title: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 8sdesibbie: 8aels —beet & e4g11o. Row HR710 Half 11 or 11 4127 -10 D {A9 // rl ,Robert L. Clark, P.E. • PE #39712 • Structural 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 TESTED PRESSURE AND ASTM E1300 -02, 3- SECOND GUST. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND ASTM E1300 -02, 3- SECOND GUST. 3. 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 FLORIDA BUILDING CODE, CURRENT EDITION. LOAD DURATION, CD, OF 1.6 WAS USED IN WOOD SUBSTRATES ONLY. 4. SHUTTER 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 & FTL -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 & TESTED 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 FLANGE OR FIN. OVERALL SEALING /FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. WIDTH H-- --'H L 6" MAX. i 44-1/4" VISIBLE LIGHT L 12 -7/8" MAX. r 6 "T MAX. WIDTH Ho— 12 -7/8" MAX. 0.C. A 48" FLANGE TO FLANGE n B 92-1/4" VISIBLE LIGHT 96" FLANGE TO FLANGE TYP. FLANGED FRAME ELEVATION (TESTED UNIT) 2" MAX. —"-J 98 1/4" FIN TO FIN 45-1/4" a.. VISIBLE LIGHT 5" MAX. O.C. 93-1/4" VISIBLE LIGHT 2" MAX. 50 1/4" FIN TO FIN NOA DRAWING TABLE OF 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, MISC 5 ANCHORAGE 6,7 EXTRUSION PROFILES 8 PARTS LIST 8 TYP. INTEGRAL FIN FRAME ELEVATION (TESTED UNIT) 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. 1 H--- WIDTH 1- w Imo— WIDTH --0-1-r �I 0 1 Hr— WIDTH T 0 w 1 1 Ham- WIDTH --�I 0 WIDTH 1 IF WIDTH - Ho-- WIDTH +I H- WIDTH --1 Raved Date: J.R. 3/31/10 te: F. K. 4/4/07 'e • Date: Drawn AK Date: 7/14/103 Revisions: C COMPLETE REDRAW AND REORGANIZATION TO INCLUDE INFORMATION FOR LARGER WINDOWS. CHG. NOTE 2 TO REF. ASTM 1300 -02 AND REVISE ANCHORAGE NOTE 3. 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Description: ELEVATIONS AND NOTES 7itie: ALUMINUM PICTURE WINDOW, IMPACT Series/Model: Scale: Sheet: Drawing No. PYW701 NTS 1 of 8 4259 -4 FRODUCTiLEVISED coraPiying wadies Bk Code n !toe No 0 ! 0 Y fJ Jk? 1 `\""11/11/1 /// .. ``‘`� �t1 MILLER i A SFLD •.•'� � /1�FSSIONP�• / / /Iliiloo- A. Lynn Miller, P.E. P.E.# 58705 Fin and Flanged Windows Maximum Design Pressure ( +I' psf) 7/16 Land: 3/16A -.090 PVB-3/16HS 7/16 LamilG 3/16HS - 7/16 AIR -3/16A - .090PVB- 3 /16HS "A" or "B" Dimension (in) 24 30 36 42 48 54 60 67.875 I"B" or "A" Dimension (in) 36 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 64.0 67.875 80.0 80.0 80.0 80.0 80.0 71.1 64.0 62.1 72 80.0 80.0 80.0 80.0 79.3 71.1 64.0 76.8 80.0 80.0 80.0 80.0 75.0 70.0 64.0 84 80.0 80.0 80.0 74.3 68.3 63.6 85.3 80.0 80.0 80.0 73.5 67.4 62.5 96 80.0 80.0 77.2 64.7 58.2 109.7 80.0 80.0 72.3 58.3 120 80.0 80.0 70.4 128 80.0 80.0 70.0 145 80.0 80.0 Fin and Flanged Windows Maximum Design Pressure ( +1- psf) 7 /16Lami: 3/16HS- .090 PVB - 3/16HS 7/16 Land IG:3/16HS-7/16AIR -3/161-5 - .090 PVB -3/161-5 "A" or "B" Dimension (in) 24 30 36 42 48 54 60 67.875 I"B" or "A" Dimension (in) 36 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 64.0 67.875 80.0 80.0 80.0 80.0 80.0 71.1 64.0 62.1 72 80.0 80.0 80.0 80.0 80.0 71.1 64.0 76.8 80.0 80.0 80.0 80.0 80.0 71.1 64.0 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: 7/16" LAMI GLASS NOMINAL 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .090" DUPONT BUTACRE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16° HEAT STRENGTHENED GLASS EXTERIOR 00 7/16" LAW GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) R 21 11/16° NOM. GLASS BRE 7/16" LAMI GLASS NOMINAL 7/16° AIR SPACE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS r ER 1111111 _ I!_I 116" GLASS BRE rni" M7-111 0 0 1 -1/16° LAMI GLASS NOMINAL .090" DUPONT BUTACRE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16° HEAT STRENGTHENED GLASS RO 14 OR 1- 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) "A" & "B" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. "A" DIM. L 1-+-- "B" DIM. 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145" NOR CAN THE WINDOW AREA EXCEED 32FT2. 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. 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). Revsd By: J.R. Revsd 6y. F.K. Revsd By: Dote: 3/31/10 Date: 4/4/07 Dote: "B" DIM. paopuerRE MED as comb* with the Flarids liesikag Code ACCIPtatte No .-0517/. ,1t1IIWWWI Revisions: Revisions: 8 COMPLETE REDRAW AND REORGANIZATION TO INCLUDE INFORMATION FOR LARGER WINDOWS. NO CHANGE THIS SHEET Revisions: Drown By RIG 7/14/03 Checked Date: 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Description: GLAZING DETAILS Title: ALUMINUM PICTURE WINDOW, IMPACT Series /Model: PW-701 Scale: NTS 2 of 8 Drawing No. 425&4 Rev: R \�\‘` LYNN • "*. No, 58705 . STA oF !�LOR.OP'•'• (, IONpt A. /Lynn Lynn `P.E. P.E.# 58705 INSTALLATION DETAILS FOR FINNED FRAMES 2X WOOD BUCK OR FRAMING .131" (1/8 ") X 2 -1/2" NAIL, WITHIN 2" OF ---.4 j CORNERS AND 5" O.C. t MAX. WINDOW HEIGHT MAX. VISIBLE LIGHT OPENING 00 00 INTERIOR SEE ANCHOR GUIDELINES, SHEET 6 1 3/8" MIN. EMBEDMENT meesse .375" MIN. EDGE DISTANCE .375" MIN. EDGE DISTANCE 1/4" MAX. SHIM tSEE t 2X WOOD BUCK SHEET 6 OR FRAMING VERTICAL SECTION D -D 2X WOOD BUCK OR FRAMING .131" (1/8 ") X 2 -1/2" NAIL, WITHIN 2" OF CORNERS AND 5" O.C. —►I r— 1/4" MAX. SHIM 0 sl 1/4" MAX. SHIM SEE ANCHOR GUIDELINES, SHEET 6 INTERIOR ®0 i 1-.�2X WOOD BUCK OR FRAMING ' i 90° CORNER ASSEMBLY 80R® 22 17 OR 21 NOTES 1. USE ONLY NAILS PER ABOVE, OR ANCHORS LISTED ON SHEET 6. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. MAX. VISIBLE LIGHT OPENING MAX. WINDOW HEIGHT 0 HORIZONTAL SECTION C -C EXTERIOR MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY We- Revsd By J.R. Revsd By sued Drawn By FJG Date: 3/31/10 Dote: Revisions: Revisions: COMPLETE REDRAW AND REORGANIZATION TO INCLUDE INFORMATION FOR LARGER WINDOWS. Date: Revisions: Dote: Checked i)ate: 7/14/03 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Description: INSTALLATION, FINNED FRAME Title: ALUMINUM PICTURE WINDOW, IMPACT Series/Model: PIN-701 Scale: NTS Sheet: 3 of 8 Drawing No. 4259 -4 Rev: 1 -3/8" MIN. EMBEDMENT PRODUCT REVISED ss complying stilt tb, Oundisi Cods ACCIPINZIOND 111/���'/ �YNN•M /(Z.F Q• 05 7 o S of : 2�, �', SS /ONA�w,� A. Lyr�r{ I�If14, P.E. P.E.# 58705 INSTALLATION DETAILS FOR FLANGED FRAMES SEE ANCHOR GUIDELINES, SHEET 7 SEE ANCHOR GUIDELINES, SHEET 7 MIN. CONCRETE KSI PER ANCHOR TYPE, SEE SHEET 7 OR 1.5 KSI MIN. CMU • 1X WOOD BUCK 1/4" MAX. SHIM MAX. WINDOW HEIGHT MAX. VISIBLE LIGHT OPENING INT RIOR SEE ANCHOR GUIDELINES, SHEET 6 SEE ANCHOR GUIDELINES, SHEET 6 1/4" MAX. SHIM t2X WOOD BUCK OR FRAMING VERTICAL SECTION B —B SEE ANCHOR GUIDELINES, SHEET 7 1X WOOD BUCK 1/4" MAX. SHIM MIN. CONCRETE KSI PER ANCHOR TYPE, —5 SEE SHEET 7 OR 1.5 KSI MIN. CMU SEE ANCHOR GUIDELINES, SHEET 7 • 1/4" MAX. SHIM SEE ANCHOR GUIDELINES, SHEET 6 INTERIOR '%ifl . �I 111!111 18 OR® 17 OR 21 90° CORNER ASSEMBLY NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. MAX. WINDOW HEIGHT HORIZONTAL SECTION A —A EXTERIOR MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY 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 Revel By J.R. l eve�d`6v: Tate: Revisions: 3/31/10 C Revisions: COMPLETE REDRAW AND REORGANIZATION TO INCLUDE INFORMATION FOR LARGER WINDOWS. Reved By: Date: Revisions: brawn By F.K Date: 7/14/03 Chso ey ote: 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 lirP"".".•4 DesariptIon: INSTALLATION, FLANGED FRAME rt. ALUMINUM PICTURE WINDOW, IMPACT Series/Model: Prwm1 Seale: N��+ Sheet 4 of 8 Drawing No. 4259 -4 R Th Q lies Expiration !.� hedaatOmiret `�,�ttlillll // •� ay ‘,YNN mit1F /���. 705 ir 58 S1 slat VA ,• ` 'A. ' /Lyi nS n I iMtliNeA, B‘1P.,E.. P.E.# 58705 MISC INSTALLATION DETAILS FIN FRAME WITH FIN REMOVED 1 3/8" MIN. EMBEDMENT SEE ANCHOR GUIDELINES, SHEET 6 INTERIOR 1/4" MAX. SHIM 2X WOOD BUCK OR FRAMING EQUAL LEG FRAME (OTHER FRAMES SIM.) 2X WOOD SUBSTRATE #12 STEEL SELF - DRILLING SMS (05) USE SAME ANCHOR QUANTITY & SPACING AS #12 STEEL SCREW (SHEET 6) 1/8" NOM. MIN. i111t INIFF EXTERIOR DADE APPROVED MULLION (SEE SEPERATE NOA) ALUMINUM: 6063 -T6 MIN. .125" MIN. WALL THICKNESS FLANGE FRAME (OTHER FRAMES SIM.) ALUMINUM MULL SUBSTRATE FIN FRAME WITH FIN REMOVED J__ SEE ANCHOR GUIDELINES, SHEET 7 INTERIOR 1X WOOD BUCK 1/4" MAX. SHIM SEE ANCHOR GUIDELINES, • SHEET 7 MIN. CONCRETE KSI PER ANCHOR TYPE, SEE SHEET 7 OR 1.5 KSI MIN. CMU EQUAL LEG FRAME (OTHER FRAMES SIM.) 1X WOOD BUCKSTRIP FIN FRAME WITH FIN REMOVED SEE ANCHOR GUIDELINES, SHEET 7 INTERIOR 1/4" MAX. SHIM SEE ANCHOR GUIDELINES, SHEET 7 #12 STEEL SELF - DRILLING SMS (05) USE SAME ANCHOR QUANTITY & SPACING AS #12 STEEL SCREW (SHEET 6) 1/4" MAX. SHIM 1 EMBE DMENT " MIN. EMBEDMENT EXCLUDING POINT /8" NOM. MIN. E ERIOR METAL FRAMING A36 STEEL: Fy =36 KSI MIN. .125" MIN. WALL THICKNESS #12 STEEL SELF - DRILLING SMS (05) USE SAME ANCHOR QUANTITY, SPACING & EDGE DISTANCE AS #12 STEEL SCREW (SHEET 6) MIN. CONCRETE KSI PER ANCHOR, SEE SHEET 7 OR 1.5 KSI MIN. CMU EQUAL LEG FRAME (OTHER FRAMES SIM.) DIRECTLY TO MASONRY 1/4" MAX. SHIM 2X WOOD EXTERIQR FULL - LENGTH, WOOD BACKED STEEL STUD ALL GAUGE THICKNESSES (ATTACHMENT BY OTHERS) BACKER #12 STEEL SELF - DRILLING SMS (G5) USE SAME ANCHOR QUANTITY & SPACING AS #12 STEEL SCREW (SHEET 6) FLANGE FRAME FLANGE FRAME (OTHER FRAMES SIM.) (OTHER FRAMES SIM.) STRUCTURAL STEEL SUBSTRATE STEEL STUD /WOOD SUBSTRATE NOTES 1. USE ONLY ANCHORS LISTED 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 OR 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 MULLION NOA APPLIES TO WHOLE SYSTEM. SEE ANCHOR GUIDELINES, SHEET 7 INTERIOR 1/4" MAX. SHIM SEE ANCHOR GUIDELINES, SHEET 7 • MIN. CONCRETE KSI PER ANCHOR, SEE SHEET 7 OR 1.5 KSI MIN. CMU FLANGE FRAME PRECAST SLOPED SILL -�{ fi 1/4" MAX. SHIM EXTERIOR STEEL STUD Fy =33 KSI MIN. 18 GA MIN. FLANGE FRAME (OTHER FRAMES SIM.) STEEL STUD SUBSTRATE Revsd By J.R. Date: 3/31/10 Date: Revisions: COMPLETE REDRAW AND REORGANIZATION TO INCLUDE C INFORMATION FOR LARGER WINDOWS. Revsd By Drawn By FJC Date: Date: 7/14/V3 te: 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Description: INSTALLATION, FINNED FRAME Title: ALUMINUM PICTURE WINDOW, IMPACT Series/Modet PW-7O1 Soule: NTS Sheet: 5 of 8 Drawing No. 4259-4 R PRODUCT REY so comgdyins witted Rodin Dad* Cods iNa Doe i ',1 /r`I;/:�kf `11111111111,1 y �,YNN 44/(4, • • 1 * W= . gTA P ••; �`; SIONA�; A. Lynn Miller, P.E. P.E.# 58705 Head, Sill and Jamb Anchor Quantities into Wood or Metal (Anchor Types 1-4) Anchor Description Anchor Type "A" or "B" Dimension (in) 24 30 36 42 48 54 60 67.875 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 "B" or "A" Dimension (in) 36 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 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 5 5 6 5 6 5 6 6 6 6 7 6 7 6 4a Jamb 4 4 5 4 5 4 5 4 5 5 5 5 5 5 6 5 5 5 6 5 5 5 6 5 5 5 6 5 5 5 6 5 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 8 5 6 6 7 6 6 6 7 6 7 7 8 7 60 Jamb 5 5 6 5 6 5 6 5 6 6 6 6 6 6 7 6 6 6 7 6 7 6 7 6 7 6 7 6 7 6 7 6 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 6 6 7 6 7 6 7 6 8 7 8 7 67.875 Jamb 6 6 7 6 7 6 7 6 7 6 7 6 7 7 8 7 7 7 8 7 7 7 8 7 8 7 8 7 8 7 8 7 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 6 6 7 6 7 6 7 6 8 7 8 7 72 Jamb 6 6 8 6 7 6 8 6 7 7 8 7 7 7 8 7 7 7 9 7 8 7 9 7 8 7 9 7 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 6 6 7 6 7 6 7 6 76.8 Jamb 7 7 8 7 8 7 8 7 8 7 8 7 8 8 8 8 8 8 9 8 8 8 9 8 9 8 9 8 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 6 6 7 6 7 6 7 6 84 Jamb 7 7 9 7 8 7 9 7 8 8 9 8 8 8 9 8 8 8 10 8 9 8 10 8 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 6 6 7 6 85.3 Jamb 7 7 9 7 8 7 9 7 8 8 9 8 8 8 9 8 8 8 10 8 9 8 10 8 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 6 6 7 6 96 Jamb 8 8 10 8 9 8 10 8 9 9 10 9 9 9 10 9 9 9 11 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 109.7 Jamb 9 9 12 9 10 9 12 9 10 10 12 10 10 10 12 10 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 * Width and Height dimensions maybe 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/Sill 120 Jamb 10 10 13 10 11 10 13 10 11 11 13 11 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 128 Jamb 11 11 13 11 12 11 13 11 12 12 13 11 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 145 Jamb 12 12 15 12 13 12 15 12 Head/Sill 2 2 2 2 3 3 3 NOTES: 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145" NOR CAN THE WINDOW AREA EXCEED 32FT2. 2. FOR SIZES NOT SHOWN, ROUND Dip_ 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. 1 "A" 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A" AND "B ") MAY BE REVERSED TO OBTAIN A MORE ACCURATE DIM. L RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. Revsd By: J.R. Revsd By F.K. Revsd sy: Anchor Type Anchor Description Substrate Min. Edge Distance Min. Embed - ment #12, Steel screw (G5) S. Pine 0,864" 1.375" 1 #12, Steel screw (G5) Stl. Stud, Gr 33 0.324" .048 " /18Ga #12, Steel screw (G5) Alum. 6063 -T6 0.324" 0.125" #12, Steel screw (G5) A36 Steel 0.324" 0.125" #14, Steel screw (G5) S. Pine 0.964" 1.375" 2 #14, Steel screw (G5) Stl. Stud, Gr 33 0.361" .048 " /180a #14, Steel screw (G5) Alum. 6063 -T6 0.361" 0.125" #14, Steel screw (G5) A36 Steel 0.361" 0.125" 3 1/4" Steel Uitracon S. Pine 1" 1.375" 1/4" 410 SS CreteFlex S. Pine 1" 1.375" 4 5/16" Steel Ultracon S. Pine 1.26" 1.375" "A" & "B" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. I+--- "B" DIM. - -� "B" DIM. Date: 3/31/10 e: 4/4/07 Date: Revisions: COMPLETE REDRAW AND REORGANIZATION TO INCLUDE C INFORMATION FOR LARGER WINDOWS. Revisions: B NEW SHEET svR isians: Drawn By F.1c Date: 7/14103 flecked Hate: 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Description: ANCHORAGE, WOOD SUBSTRATE nne ALUMINUM PICTURE WINDOW, IMPACT Series/Model: PU1L701 Scale: NTS Sheet 6 of 8 Drawing No. 4259-4 Rev 1PRODUCS REVISED as complyIes wWitFtasfi . Mild% Code AoaeptIms No i SO' , OS. AJi�'IZ1f'. 11111 Head, Sill and Jamb Anchor Quantities into Masonry (Anchor Types 5 -7) Anchor Description Anchor Type "A" or "B" Dimension (in) 24 30 36 42 48 54 60 67.875 Anchor Location* 5 6 7 5 6 7 5 6 7 5 6 7 5 6 7 5 6 7 5 6 7 5 6 7 1 "B" or "A" Dimension (in) 36 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/Sill 2 2 2 3 3 3 4 4 3 5 5 4 5 5 4 6 6 5 6 6 5 7 7 6 48 Jamb 5 4 4 5 5 4 5 5 4 6 5 5 6 5 5 6 5 5 6 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 6 6 8 7 7 60 Jamb 6 5 5 6 6 5 6 6 5 7 6 6 7 6 6 7 6 6 7 6 6 7 6 6 Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 6 6 7 6 6 8 7 7 67.875 Jamb 7 6 6 7 6 6 7 7 6 8 7 7 8 7 7 8 7 7 8 7 7 8 8 7 Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 6 6 7 8 6 8 8 7 72 Jamb 8 6 6 8 7 6 8 7 6 8 7 7 9 7 7 9 7 7 9 8 7 Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 6 6 7 6 6 76.8 Jamb 8 7 7 8 7 7 8 8 7 8 8 8 9 8 8 9 8 8 9 8 8 Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 6 6 7 6 6 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 5 4 6 5 5 7 6 6 85.3 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 5 4 6 5 5 7 6 6 96 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 5 5 4 6 5 5 109.7 Jamb 12 9 9 12 10 9 12 10 9 12 10 10 Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 * 120 Jamb 13 10 10 13 11 10 13 11 10 Width 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/Sill 2 2 2 3 3 3 4 4 3 128 Jamb 13 11 11 13 12 11 13 12 11 Head/Sill 2 2 2 3 3 3 4 4 3 145 Jamb 15 12 12 15 13 12 Head/Sill 2 2 2 3 3 3 NOTES: 1. ANY ONE SIDE CANNOT BE MORE THAN 145" AND HAVE AN AREA OF MORE THAN 32FT2. 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. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A" AND "8 ") 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 TO MATCH THE SUBSTRATE. "A" DIM. L Anchor Type Anchor Description Substrate Min. Edge Distance Min. Embed - meat 5 1/4" Steel Ultracon Hollow Block 1" 1.25" 1/4" Steel Ultracon 2.7k Concrete 1" 1.375" 6 1/4" 410 SS CreteFlex Hollow Block 1" 1.25" 1/4" 410 SS CreteFlex 3.35k Concrete 1" 1" 7 5/16" Steel Ultracon Hollow Block 1.563" 1.25" 5/16" Steel Ultracon 3.5k Concrete 1.25" 1" "A" & "B" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. f+-- "B" DIM. ----►I "B" DIM. Revsd By J.R. Revsd By F.K. Revsd By Date: 3/31/10 Dote: 4/4/07 Date: Revisions: C COMPLETE REDRAW AND REORGANIZATION TO INCLUDE INFORMATION FOR LARGER WINDOWS. Revisions: Revisions: NEW SHEET Drown By FJc Dote: Checked Cyflcte: 7/14/03 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Description: ANCHORAGE, MASONRY SUBSTRATE Title: ALUMINUM PICTURE WINDOW, IMPACT Series/Modei: PW-701 Scale: NTS Sheet 7 of 8 Drawing No. 4259-4 Rev ritooucr *swam ea comply* Ile liodds Boddiog Cods Ampere* No • ! i�11t11I11/�� /Lz4"f, i * so. 55•705 * �r :11telik° : Li•J = , ''' ,ii FSSIONA�;4', 111111 A. Lynn Miller, P.E. P.E.# 58705 2.784" 2.500" .062" INTEGRAL FIN FRAME 0 MAT'L: 6063 —T5 DWG NO. 4256A .970" .050" —*--11-a- 7/16" LAMI GLASS BEAD 10 MAT'L: 6063 —T5 0 DWG NO. 4255 t .975" .346" —� .975" .050" —0-11-0--- 1-1 /16" LAMI I.G. GLASS BEAD 11 MAT'L: 6063 —T5 DWG NO. 4254 INSTALL. FASTENER COVER 13 MAT'L: 6063 —T5 DWG NO. 4224 1.875" .500" .062" — .094" .062" 2.784" FLANGED FRAME O MAT'L: 6063 —T5 DWG NO. 4253 ITEM DWG # PART # DESCRIPTION 1 4256A 64256 Integral fin frame head, sill & jamb 2 4253 64253 Flanged frame head, sill & jamb 7 1155 781 PQX #8 x 1 Quad PH SMS stainless steel 8 Schnee - Morehead SM5504 acryl -r narrow joint sealant or 10 4255 64255 7/16 lami glass bead 11 4254 64254 1 -1/16 lami I.G. glass bead 12 1224 6TP247 Vinyl bulb weatherstrip (thick) 13 4224 Installation fastener cover 14 Dow Coming 899 glazing sealant or equivalent 15 Dow Coming 995 silicone structural sealant, black 17 7/16" lami glass: 3/16" annealed - .090 DuPont Butacite or Saflex KeepSafe Maximum PVB interlayer - 3/16" heat strengthened 18 1 -1/16" lami I.G. glass: 3/16" heat strengthened outboard - 7/16" airspace - 3/16" annealed - .090 DuPont Butacite or Saflex KeepSafe Maximum PVB interlayer - 3/16" heat strengthened . 20 4262 64262 Architectural comer key . 21 7/16" lama glass: 3/16" heat strengthened - .090 DuPont Butacite or Saflex KeepSafe Maximum PVB interlayer - 3/16" heat strengthened 1 -1/16" lami I.G. glass: 3/16" heat strengthened outboard - 7/16" airspace - 3/16" heat strengthened - .090 DuPont Butacite or Saflex KeepSafe Maximum PVB interlayer - 3/16" heat strengthened mama REVISED catuplying wide die Nadu Bedding Code Aooe Np l ©% i , � 114 1.41fky /f By Nem Division Revsd 9y: Date: Revisions: J.R. 3/31/10 C evs. =y: Revisions: Revsd = . Drawn = Date: EX 7/14/03 Revisions: OWANGR ENDOSATION TO INCLUDE COMPLETE ON FOR LARGER REORGANIZATION Checked EyOote: 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Description: EXTRUSION PROFILES & PARTS LIST Title: ALUMINUM PICTURE WINDOW, IMPACT series /Model: PW- -701 Scale: NTS Sheet 8 of 8 Drawing No. 4259 -4 Rev: C