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WS-17-954Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit NO. WS-4-17-954 Pe 0t0th18ffit10fl: Permit Type: Windows/Shutters rrri Window/Door Repiacem Permit Status: APPROVED Issue Date: 41712017 Expiration: 10/04/2017 Parcel Number Applicant 3 NE 110 Street Miami Shores, FL 33161-7043 1121360040310 Block: Lot: ANA FONSECA Owner Information Address Phone Cell ANA FONSECA 3 NE 110 Street MIAMI SHORES FL 33161- (954)336-0881 3 NE 110 Street MIAMI SHORES FL 33161- Contractor(s) THE HOME DEPOT USA INC Phone (954)336-0881 Cell Phone Type of Work: WINDOW REPLACEMENT 1 IMPACT No of Openings: 1 Additional Info: WINDOW REPLACEMENT 1 IMPACT Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $2.40 $2.00 $2.00 $0.80 $110.00 $9.00 $3.20 $129.40 Pay Date Pay Type Invoice # WS-4-17-63598 04/06/2017 Check #: 12722 $ 50.00 $ 79.40 04/07/2017 Check #: 13010 $ 79.40 $ 0.00 Amt Paid Amt Due Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signatures: Owner // Applicant / Contractor / Agent April 07, 2017 Date Building Department Copy April 07, 2017 1 tk\k`' BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 Master Permit No. RECEIVED APR 0 8p 2p C6-1f4 FBC 201-1 NS CtSU Sub Permit No. I BUILDING ELECTRIC U ROOFING ❑ REVISION EXTENSION U RENEWAL IlPLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION n SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 3 NE Ito sir City: Miami Shores County: Miami Dade Zip: 331b1 Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): ( 244 /7/) S ee A- Phone#: 9S(( 33 60 1,,Nd I Address: $ tJ . 110 Sr City: _AIISASS State: Zip: 331fo1 Tenant/Lessee Name: N/A Phone#: Email: CONTRACTOR: Company Name: The Home Depot At Home Services phone#: 954-336-0881 Address: 290 Cumberland Pkwy 300 Atlanta State: GA Zip: 30339 City: � 954-336-0881 Qualifier Name: QI O. AEL (7. V• �S1WAtslisiL Phone#: State Certification or Registration #: C6C� 1s142t3 Certificate of Competency #: DESIGNER: Architect/Engineer: N/A Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 3141-00 Square/Linear Footage of Work: El Type of Work: Ell Addition n Alteration ❑ New ❑ Repair/Replace Demolition Description of Work: VDIIW64 geek at.,ai2,f— I QAL1 Specify color of color thru tile: Submittal Fee $ Permit Fee $ t 1 O . 00 CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ ' TOTAL FEE NOW DUE $ '1] 9 ' "7O (Revised02/24/2014) oosse5CO31ci a.ttl°( Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will notlTP`ppproved and a rein9pection fee will be charged. Signature �( i�j(/r kSign OWNER or AG NT The foregoing instrument was acknowledged before me this a I day of n\Pae.I• , 20 VI , by 4S.cA . , who is personally known to me or who has produced Fu4. I). L' identification and who did take an oath. NOTARY PUBLIC: Sign i'`x 0/ ) Print: f1ELAthE tOCF�CC.IT•ll Seal: .,1g!" , APPROVEDNIW. (Revised02/24/2014) MELANIE PROCACCINI Notary Public - State of Florida M *o l*kliAifd6*lun-m POMtI Co issi # F 133640 The foregoin ONTR'" strument was acknowledged before me this as me or who has pr identification and NOTARY PUBLIC: Seal: A1�12'I` ,20 11 ,by sonall�known to uced �� as who did take an oath. ,„%tt;,,u MARIUSKA MORALES Notary Puotic - State of Florida toummissioe # FF 220108 My f±mutt Expires Apr 13, 2019 Bolded through National Notary Aare. 1111110►�� *********************************************************** Plans Examiner Structural Review Zoning Clerk 1 STATEOF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION. INDUSTRY LICENSING BOARD 26.01 BLAIR STONE ROAD TALLAHASSEE .FL 32399-0783 SWANN ER, 'RAQUEL G THE HOME DEPOT 1200 BRICKELL BAY DR:, #2924 MIAMI FL 33121 CongratUlationsl With thls license, you become one of the nearly onemillIon.Floridlans 'licensed by the Department of Business and Professional Regulation. Our professlonels and businesses range. from archltects to yachtbrokers, from boxers to.barbeaue restaurants; and they:keep Florida's:economy streng. Eery day we work to imprOve the way we do business in order tO.sente.yotk better. For information about ourservices,.please log:ontosisiVinmatifflorldalicensent ,coThere.you can find more InfOrMation about ournivisio.ns and the regulations that Impact you subscilbetodepartment nevielettenrand learn MoreAboUt the Damn:tomes initiatives. Our missiorratthe Department Is: License Efticlentlyt Regulate Fairly. We constantly strIveto serveyou better so that you can serve your customers. T.hank.you for doing busInessin Florida, and:congratulatio.ns on your new license! RICK SCOTT, OOVERNQR (.850) 487-1.395 STATE OF. FLORIDA DEPARTMENT OFEUSINESS AND PROFSa6LILATION : i • 0001.311.1.13..!,,, ;;; .p2t05/201 7 ...: .1:.,. ••:-. ';',..k • '' .;• .. ,:.•.::!'!.....: -;i• ••!s..cgRtiptOci uhde.(111eikovlajono.o.i•Oh48:0..‘FS. ..'•:i! :•':'•: -091,134ntfalo.::0M-1931i1018" - • • ' .: 1-171r2050004806 .. CERTIFIED Rt5 .pyvANNpF.t, THE:Hply15b • DETACH HERE MATILDE.MILLER, INTERIM SECRETARY . . •. .. . . . . •STATE:OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTIO INDUSTRY LICENSING BOARD. LICENSE NUMBER • , n, ,. IA .DC61331113 I 1 • .k ..N.aitia,4•141640.:ISICERTIFIED•• ••• • • , . • • •• i.••••UndefrtiOrpytiVidloi3s of Chapter 489 Fa,' ;.•''E)cpiration-tiato:.:AU0••31,.2011i" • • • - ..-s • -• • • --• • • .. .. . . . .. . • . , • • .. , ' . •.. SWANNER,„ RAQUEL G .i) le .,, ,S• • .." . . 1.:1.1 etIOM e. DEP QT; - • ..W.:? 41 . • mt. — - r 004 • ' AwijgraiikRnet:Oriki4;01$.346/Air ..1•'•'., •,-;‘•::::',',...,.. •:. . AT2455•PACESTERr%T,..:B,,,0 . ..1- ,. '••'• '• " ' ''''''451•4 4.71' ••• ' • ' .6'• ...*LANTA ••:,.'.:...,.'":0R090. 9.. • • . weq.•03.;,-,ft!,:ie.,;,•-,•. .,.. ... • ... .., .. •.• . ••,•,........: . • .. • . • - • STATE OF FLORIDA DEPARTMENT OF BUSINESS AND. PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD. (850) 487-1395 2601 BLAIR STONE ROAD TALLAHASSEE FL .32399-0783 SWANNER, RAQUEL G THE:HOME DEPOT 2465'PACES FERRY RD. C-11 HOME SERVICES. COMPLIANCE ATLANTA GA 30339 Congratulation's! With this:license you become one, of thenearly one million Floridians licensed by the Departnientof Business and Professional Regulation.. Our professionals and businesses. iange from architects to yacht brokers, from boxers to barbeque restaurants,•and they keep Florida's economy strong. Every day we work to impprove the way we do business In order to serve you better.. For Information about our services ..please log onto www.myflorldalicense.com. There you can{Ind more, Information about OtIr.divislons andlthe regulations that Impact you, subscribe,to.department newsletters and learn More about the Department's Initiatives. Our mission at:the Department is: License Efficiently,. Regulate Fairly: We constantly strive to serve you better so. thatyoU can serve your customers. Thank you for doing business In Florida, and congratulations.on your new• licensel RICK;SCOTT, GOVERNOR t�? STATE OF FLbRIDA CtEPARTMF. '�OF43USINESSAND PROFE9,fi ; XL•I EGULATION C.G.C151481 '�;,:;' i;�i';; � S.�LE r` `Q7/11/2016 :CERTI.FIED. G ..SWAt4NER., THE'.HOME. U4 ' •IS GERTIFIBD under the *Waking' of Ch.489 FS. 1. Sanlq;;#0.:1,:2nlo..,.• ..:...:...........11ooritoa000u DETACH HERE KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND. PROFESSIONAL REGULATION CONSTRUCTION. INDUSTRY LICENSING BOARD LICENSE NUMBER '.: •CGa1gi481a !,NM71ed.belowtSCERTIFIED,. • i..1Uride1 The, provlsions.:of ;chapter 489:F.S: _..: !,, E�Cplratlon,date:, �AUG 31°, 20;18.:: • DISPLAYAS REQUIRED BY LAW ISSUED di/111201S SEQ #. L1807110000823 2016 - 2017 HILLSBOROUGH COUNTY BUSINESS TAX RECEIPT OCC. CODE 090.031000 ROOFING CONTRACTOR 090.010000 GENERAL CONTRACTOR BUSINESS RAQUEL G SWANNER THE HOME DEPOT 9208 FLORIDA PALM DR TAMPA, FL 33619 NAME RAQUEL G SWANNER MAILING C/O THE HOME DEPOT USA INC ADDRESS 2455 PACES FERRY ROAD ATLANTA, GA 30339 EXPIRES SEPTEMBER 30, 2017 ACCOUNT NO. 34592 NEW BUSINESS 1 Employees Receipt Fee 36.00 1 Employees Hazardous Waste Surcharge 40.00 Law Library Fee 0.00. CCC1331113, cgc1514813 2016-2017 Paid 18-328-002344 03/01/2017 3.60 BUSINESS TAX RECEIPT DOUG BELDEN, TAX COLLECTOR HAS HEREBY PA/DAPRNflEGE TAX TO ENGAGE 813.635.6200 IN BUSINESS, PROFESSION, OR OCCUPATION SPECIFIED FEREON THIS BECOMES A TAX RECEIPT WHEN VALIDATED. AC D CERTIFICATE OF LIABILITY INSURANCE DA�szoWDD�) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If, the certificate holder Is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the. policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). R PRODU MARSH USA, INC. TWO ALLIANCE CENTER 3560 LENOX ROAD, SUITE 2400 ATLANTA, GA 30326 100492-HomeD-GW-FL•17-18 MU CONTACT PHONE FAX (Atc NR.Fats)• AWC,,No, E-MAIL ADDRESS: INSURERS) AFFORDING COVERAGE NAIC a INSURER A : Old Republic Insurance Co 24147 INSURED HOME DEPOT USA, INC. DBA THE HOME DEPOT 2690 CUMBERLAND PARKWAY, SUITE 300 ATLANTA, GA.30339 INSURER B : Indemnity Ins Co Of North America 43575 INSURER C : INSURER D INSURER E : INSURER F : ATL-003670087-16 REVISION NUMBER:1 v THIS ,IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE 'ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY. THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS L R TYPE OF INSURANCE ADDL INSD SUER WVD ' POLICY NUMBER POLICY EFF IMMIDDIYYYY) POLICY EXP IMMIDO,YYYY! OMITS A X COMMERCIAL GENERAL LIABILITY MWZY 310022 03/01/2017 03/01/2018 EACH OCCURRENCE S 9,000,000 CLAIMS -MADE X OCCUR PREMISES (Ea occ i rer S 1,000,000 "LIMITS OF POLICY XS" MED EXP (Any one person) s EXCLUDED "OF SIR $1M PER OCC" PERSONAL & ADV.INJURY S 9,000,000 GEN•L AGGREGATE OMIT. APPLIES PER: GENERAL AGGREGATE S 9,000,000 X POLICY JEC7 L J LOC PRODUCTS - COMP/OP AGG S 9,000,000 OTHER S. AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) $ A ALL OWNED ' SCHEDULED BODILY INJURY (Per accident) S A AUTOS H AUTOS S UMBRELLA LIAB OCCUR EACH OCCURRENCE S EXCESS UAB CLAIMS -MADE AGGREGATE S DED RETENTIONS B WORKERS COMPENSATION WLR C49112294 (ALRR,FL,ID, 03)01/2017 03/01/2018 X STATUTE ERN• AND EMPLOYERS' LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVEOFF IA,KS,KY,LA,MS,MO,NE NM,ND,OK, EL. EACH ACCIDENT S 1,000,000 (Mandatory In NH)BER EXCLUDED? (Mandatory In NH) NIA SC,SD,WV,WY) Et, DISEASE - EA EMPLOYEE S 1,000,000 It yes, describe under POLICY1,000,000 E.L. DISEASE - LIMIT S DESCRIPTION OF OPERATIONS 1 LOCATIONS 1 VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached it mote space is required) CERTIFICATE HOLDER CANCEL MIAMI SHORES VILLAGE BUILDING DEPT... 10050 NE 2 AVE. MIAMI SHORES, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh USA Inc. Manashi Mukherjee hiL ACORD 28 (2014/01) ID 1988-2014 ACORD CORPORATION.. AO* otofeetisSit The ACORD name and logo are registered marks of ACORD g I. Po AGENCY CUSTOMER ID: 100492 LOC #: Atlanta ACC.RE, ADDITIONAL REMARKS SCHEDULE Page 2 of 2 AGENCY MARSH USA. INC. POLICY NUMBER CARRIER NAIC CODE NAMED INSURED HOME DEpot IS INC. USA THE HOME DEPOT 2690 CUMBERLAND PARKWAY, SUITE 300 ATLANTA, GA 30339 EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: Certificate of Liability Insurance RAQUEL G.SWANNER-CGC1514813 and CCC1331113 JEFF MASTERSON .E.0000144.0 RICHARD W. MOORE JR. CAC-1813767 and CFC1426021 BOYSIE RAMDIAL - CRC046858 EDWARD LYNN GUILLORY CGC1507093 STEFFEN THOMPSON - CRC1524409 BROOK MYERS - CAC1818831 WORKERS COMPENSATION IS COVERED IN THE STATE OF FLORIDA *** HOME DEPOT INSUREDS" — The Home Depot, Inc. The Home Depot U.S.A., Inc, Home Depot USA, Inc. dba The Home Depot Home Depot U.S.A., Inc. dba Home Decorators Collection Home Depot USA, Inc. dba Your Other Warehouse, t.t.0 Home Depot of Puerto Rico, Inc. Global Custom. Commerce, Inc. Home Depot Product Authonty, LLC Home Depot Store Support, Inc. Red Beacon, LLC Interline Brands, Inc. Interline Brands, inc. dba: Barnett Copperfield Eagle Maintenance Supply Hardware Express Leran Maintenance USA Renovations Plus Supplyworks US Lock Wilmar Clean Source Jan Pak AinSan Sexauer Trayco Zip Technologies ACORD 101 (2008101) 0 2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Home Depot Contractor License Numbers: FL Lic # CCC058327, CGC1507093, CRC046858 Salesperson Name and Registration Number: DANIEL BRIDGES : Home Improvement Agreement Home Depot U.S.A., Inc. ("Home Depot") or Service Provider named below will furnish, install and/or service the equipment listed below at the price, terms and conditions as outlined on this form. Customer Information: Ana Fonseca First Name 3 NE 1110 St Customer Address (843) 540-0023 Home Phone# Last Name Miami Branch Name MIAMI City FL State Work Phone# 9924119 Lead # 33161 Zip Cell Phone# •••• . • acfonseca13@aol.com • • • • • •. . •••• •••• • •. Customer E-mail Address •••• NOTICE OF RIGHT TO CANCEL: YOU MAY CANCEL THIS AGREEMENT W4Ti4OUT PENALTY OR • OBLIGATION BY DELIVERING WRITTEN NOTICE TO HOME DEPOT AT: .••••. .••••. • • 6500 NW 12TH AVE SUITE 101 FT.LAUDERDALE FL 33309... •••• Address City State • • • • • Zip •• •• •• • or Email CustomerCancellationSouth@homedepot.com •• BY MIDNIGHT ON THE THIRD BUSINESS DAY AFTER SIGNING,: UNLESS:1 SIA•T.F: SUPPLEMENT PROVIDES A different CANCELLATION PERIOD. THE STATE 'SUPPLEMENT CONTAINS A FORM TO USE IF ONE IS SPECIFICALLY PRESCRIBED BY LAW IN YOOk STATE. YOUR PAYMENT(S) WILL BE RETURNED WITHIN TEN (10) BUSINESS DAYS AFTER HOME DEPOT'S RECEIPT OF YOUR NOTICE. YOU MUST MAKE AVAILABLE FOR PICKUP BY HOME DEPOT OR PROFESSIONAL, AT YOUR SERVICE ADDRESS, AND IN SUBSTANTIALLY THE SAME CONDITION AS WHEN DELIVERED, ANY MERCHANDISE OR MATERIALS DELIVERED TO YOU. OR YOU MAY CONTACT HOME DEPOT FOR INSTRUCTIONS REGARDING RETURN SHIPMENT AT HOME DEPOT'S EXPENSE. THE LAW REQUIRES THAT THE CONTRACTOR GIVE YOU A NOTICE EXPLAINING YOUR RIGHT TO CANCEL.PLEASE SIGN BELOW TO ACKNOWLEDGE THAT YOU HAVE BEEN GIVEN ORAL AND WRITTEN NOTICE OF YOUR RIGHT TO CAN EL. Acknowledge by: r :,,• X 03/20/2017 Customer's Signature Date 1 Contract Price and Payment Schedule: Payment of the Contract Price is due upon completion unless a differentlayment schedule is specified in the State Supplement. 3141.00 ' Includes all applicable discounts, rebates, and , taxes. Contract Price $ Excludes finance charges.* Minimum % deposit $ Due Immediately Remaining balance $ Due upon completion Finance Charges *Any interest payments or other finance charges will be determined by Customer's separate cardholder or loan agreement, .to which The Home Depot is NOT a party, and will be in addition to Customer's payment under this Agreement. Customer is subject to the terms and conditions of the cardholder or loan agreement, as applicable. No funds should be made payable to Service Provider; however, Service Provider may collect Customer's payment(s) made payable to The Home Depot. Insurance proceeds will will not be used to pay some or all of the total amount of sale. Description of Work to be Performed: Installation of Windows A more detailed description of the work to be performed is included in the section entitled Scope of Work which appears on page 3 of this Agreement. Anticipated Delivery Date I Installation Schedule •••• Approximate Start Date: 05/15/2017 Approximate Finish Date: ¶ '12t2017 •• • •• All dates are approximate and subject to change based on unforeseen events PItCIti Ling irtclelrnent • weather, permitting delays, and delays in confirming insurance coverage of Your claim for arty repai!,•if..: .... .... . . applicable. . • .... .... • Electronic Records Authorization: You are entitled to a paper copy of this Agredrltdr1tif you'Caepse. Ify(u' consent to an e-mailed copy, your consent applies to this Agreement and all sijOhkuent documents a!d' written communications related to this agreement. By contacting your Service FrQvil:ler, )4ou may update. your email address, withdraw your consent, or obtain a paper copy of the Agree;ne;t Qr relafea'documents. at no charge. By providing your consent and verifying your email address abdfe, you Ct?r1Urrtr that you* have access to a computer that can receive and open emails and PDF documents. By initialing this paragraph, I consent to receive only electronic records related to this transaction. Initial Acceptance and Authorization: By signing below, you authorize Home Depot to (a) arrange for Service Provider to perform Installation and/or (b) order and arrange for the delivery of special order merchandise, including special order merchandise that may be custom made, as specified in this Agreement. Do not sign if blank or incomplete. (Service Provider's/permitting information may need to be provided to You later.) By signing, you acknowledge that you have read, understand, and accept this Agreement in its entirety, including the General Terms and Conditions and State Supplement, if any. You further acknowledge receiving a complete copy of this Agreement. Keep it to protect your legal rights. X X X Customer's Signature Co -Signer (if applicable) Sales Consultant's Signature License number(s) held by or on behalf of the Home Depot: 03/20/2017 Date Date 03/20/2017 Date WINDOW AND DOOR INFORMATION SHEET JOB# 9924119 Name FONSECA Opening Location No Location Corner Zone or PRODUCT ACCEPTANCE NUMBER Style APPROVAL APPROVED PRESSURE REQUIRED OPENING DESIGN PRESSURE Window Opening Dimension MULTIPLE WINDOW MULLION REQ. ARE SHUTTERS REQUIRED (+) PSF (-) PSF (+) PSF (-) PSF Wdth IN Height IN 1 4 16-0714.13 1 PNL 75 75 40.1 43.4 63.25 29.875 N/A NO IPNU3PNL= SLIDER GLASS WINDOW / SH= SINGLE HUNG / DH= DOUBLE HUNG / GD= GARDEN DOUBLE SWING DOOR / PD= PATIO SLIDER DOOR / CASE= CASEMENT / PICT= PICTURE WINDOW / ED= ENTRY DOOR / AWN=AWNING • .. ... . . . • . .. .. • • . . ••. .. • . • .. . • • .. • . • . . . • • . • . .. • . . . .. • • • • . . ... . . . . . • . ... • • ... • • •. • . ... . . •• • . . • . • .. .• • . . .• .. • • ... • • 1 OF 1 RECEIVED APR 0 6 Ali 3 NE 110 St. Miami Shores, FL 33161 170- Garage 13 0' ws rqsy- PERMIT #: Miami Shores Village APPROVED BY 6-00 WI I-H ALL RULES AND REGULATIONS DATE FEDERAL ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE STATE AND COUNTY 360• • •• • • • • • • • • •• • • • • • • •• • • • •• • • • •• • •• •• • • • • • • • • • • • • • • • • • •• • • •• •..... • ...._......_ • ••1T 4. _. • • • • • • • • • • • • • ......•.............._.............._..•17 p.. •..... 190 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 15' 0' FLORIDA BUILDING CODE 2014 - 5th Ed. - ASCE/SEI 7-10 - WIND LOAD TABLES -170, 175 mph Enclosed Building with mean roof height less than or equal than 60 Feet EXPOSURE C AND D - LOAD FACTOR: 0.6 INCLUDED WIND PRESSURES IN PSF 170 MPH VELOCITY - EXPOSURE C Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 34.6 37.5 46.1 37.8 41.0 50.6 16-20 36.8 39.8 49.0 40.2 43.6 53.8 21-30 40.0 43.4 53.4 43.7 47.4 58.6 31-40 42.5 46.1 56.7 46.5 50.4 62.2 41-50 44.6 48.3 59.4 48.7 52.8 65.2 51-60 46.3 50.2 61.8 50.6 54.9 67.8 LOCATION EXAMPLE BROWARD COUNTY, PALM BEACH AND OTHER COUNTIES WIND PRESSURES IN PSF 175 MPH VELOCITY - EXPOSURE C Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 t 0-15 j 36.7 39.7 48.9 1 40.1 43.4 53.6 16-20 39.0 42.2 51.9 42.6 46.2 57.0 21-30 42.4 46.0 56.6 46.3 50.2 62.1 31-40 45.1 48.8 60.1 49.2 53.4 65.9 41-50 47.2 51.2 63.0 51.6 56.0 69.1 51-60 49.1 53.2 65.4 53.6 58.2 71.8 LOCATION EXAMPLE MIAMI-DADE COUNTY WIND PRESSURES IN PSF 170 MPH VELOCITY - EXPOSURE D Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 42.0 45.5 56.0 45.9 49.8 61.4 16-20 44.2 47.8 58.9 48.2 52.3 64.6 21-30 47.4 51.3 63.1 51.7 56.1 69.3 31-40 49.8 54.0 66.4 54.4 59.0 72.8 41-50 51.8 56.1 69.0 56.6 61.3 75.7 51-60 53.4 57.8 71.2 58.4 63.3 78.2 LOCATION EXAMPLE BROWARD COUNTY, PALM BEACH AND OTHER COUNTIES WIND PRESSURES IN PSF 175 MPH VELOCITY - EXPOSURE D Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 44.5 48.2 59.3 48.6 52.8 65.1 16-20 46.8 50.7 62.4 51.1 55.4. • 68 21-30 50.2 54.4 66.9 : 54.6. 59.4 P ftf4 31-40 52.8 57.2 70.4 •!7.6 • 62.5 65.17' •/ 1• •'6t(.2 41-50 54.9 59.4 73.1 '• • 6QG' 51-60 56.6 61.3 75.5 •'Sf.r- 67.1 82.9 LOCATION EXAMPLE MIAMI-DA%gQIINTI Y • • di... • • • • • GENERAL NOTES: • • • 1-THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE WINDLOAD FOR;OMPONENTS AND CLADDING (HURRICANE* • SHUTTERS. WINDOWS AND DOORS) APPLICABLE TO A SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY 4ELECT•THE DESI:IF • • • • PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUThORICEJ. 2- PLEASE, NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER. TI4 SIGNAllitto AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7-10 PUBLICATION. • • 3- DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY OFFICIALS. 4- EXPOSURE B (Section 26.7.3) - Urban, suburban and wooded areas and other terrain with numerous closely spaced obstruction having the size of single family dwellings. For building <= 30ft exposure B prevails in the upwind direction for a distance greater than 1500 ft For building > 30ft exposure B prevails in the upwind direction for a distance greater than 2600 ft or 20 times the building height, wichever is greater. Based on the FBC- HVHZ, use Exposure C when building is located in Exposure B 5- EXPOSURE C (Section 26.7.3) - Open terrain with scattered obstructions with heights less than 30', open country and grasslands. Exposure C will apply when exposure D and B do not apply. 6- EXPOSURE D (Section 26.7.3) - Flat, unobstructed areas and water surfaces prevails in the upwind direction for a distance greater than 5000 ft or 20 times the building height, whichever is greater 7- BUILDING CONSIDERED ENCLOSED - All glazing shall be impact resistant glazing or protected with an impact resistant covering. 8- ULTIMATE WIND SPEED - V=170 MPH, 175 MPH 9- TOPOGRAPHIC FACTOR Kzt= 1 - (FLAT TERRAIN) 10- DIRECTIONALITY FACTOR Kd = .85 (Wind Directionality Factor) 11- TRIBUTARY AREA: 10 SQF 12- EDGE STRIP (a): The smaller of 10% of the least horizontal dimension or 40% of the Mean roof height, but not less than the larger of 4% of the least horizontal dimension or 3 ft. EAN ROOF .E u[[cur a<=BWx0.1 or a <= h x 0.4 BW less or equal than BL a must not be less than a=3feet or a=0.04xBW ENGCO,Inc. Engineering Seances - CA 8116 1791 Blount Road - unit 907 Pompano Beach - Florida 33069 Tel: (754) 307-1319 Fax: (754) 205-6846 E-mail: Engco@AOL.com PEDRO DE FIGUEIREDO PE 52609 NOT VALID W/OUT SEAL • • • • • • • • • •• • • • • • 2/27/2017 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, 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 RER - 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. RER 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" Alumiiiuni Horizontal Rolling.Window - L.•M I APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Rdler•Windos,.Impact" sheets 1 through 11 of 11, dated 02/28/06, with revision G dated 05/05/16, prepared y manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County ProduQt•EO? rol Roltfilti, stamp • with the Notice of Acceptance number and expiration date by the Miami -Dade Cbliltty ProdlMbt•Controt •; • • • • • •... Section. • • • . • ••• ••• ••• • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. .•.. • • •... • • • • • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.Qov/economy .• • LABELING: Each unit shall bear a permanent label with the manufacturer's flame br logQ, Riiy, state! model/series, and following statement: "Miami -Dade County Product Control Ap noised", unless otherwisd 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# 15-0519.09 and consists of this page 1 and evidence pages E-I, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY APPROVED . NOA No. 16-0714.13 —.1 Expiration Date: December 21, 2021 Approval Date: September 01, 2016 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, with revision G dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-897dated,.W16/15. 06/07/16 and 06/02/16 respectively, all signed and sealed by Id.thnis:Ortega,.I2.E • 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 2011--' 4 • • • • • 2) Cyclic Wind Pressure Loading per FBC, TASK 703.-94 •• along with marked -up drawings and installation diagram of an xQ alumin l; • • horizontal sliding window, prepared by Fenestration Testing Laleontory, Inc.,.Test . • Report No. FTL-5330, dated 07/18/07, signed and sealed by C•ativs . Rionda, 13.E. • • (Submitted under NOA No. 07-0815.09) . •.• •, 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94, • • 2) Uniform Static Air Pressure Test, Loading liaiFRC TAS 202. 94 3) Water Resistance Test, per FBC, TAS 202-94 •.. ..4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.06-0405.06) E-1 • . Manuel Per .E. Product Control E NOA No. 16-0714.13 Expiration Date: December 21, 2021 Approval Date: September 01, 2016 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 ..4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5tb Edition (2014), dated 05/14/15, prepared by manufacturer, sigv.ed end sealect 6 " Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.09) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resourees (FIR). • . . .. . .... . • ... .... .... . . • .• .... .... . • E. MATERIAL CERTIFICATIONS • ' 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chetuic'a1.:Comp py for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiringbn 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. tte Manuel Pe z, Ir Product Control E amin r NOA No. 16- .13 Expiration Date: December 21, 2021 Approval Date: September 01, 2016 E-2 • • • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.09) 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.09) 3. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 07-0815.09) 4. Laboratory compliance letter for Test Reports No. FTL-4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) 5. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016, ... . . . . signed by Ishaq Chanda, P.E. .... G. OTHERS • • • • 1. Notice of Acceptance No. 15-0519.09, issued to PGT Industries•for their Series • .... "HR-710" Aluminum Horizontal Rolling Window - L.M.I., ap orpygcl on (1 W/4 5 and expiring on 12/21/21. E-3 . . ..• •• .. • . • . • .. • .... . . . S. . . . ... • Manuel Pere Product Control Exa r NOA No. 16-0714.13 Expiration Date: December 21, 2021 Approval Date: September 01, 2016 .• . . • • • • . . • 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" "PVB" INTERLAYER. B. 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090" "PVB" INTERLAYER. E. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A.090" "PVB" INTERLAYER. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" "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" "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 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. STANDARDS USED: • 2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-09 •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM-2010 • AISI-S100-07/52-2010 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 A.090" "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 A .090" "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 A .090" "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 A .090" "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. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4. ANCHORAGE: THE 331/3% 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'S ANSI/AF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMiNTTS.0i iHE•FIQRIDAff3UILQIN%CODk•INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). • • • • • • • • • • • • 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEGMPEItED I.4. GLASS Cr. in THP DP AND ANCHOR QUANTITY REMAIN UNCHANGED. •• • • • •• • • • •• "PVB" = .090" BUTACITE® PVB INTERLAYER BY KURARAY AMERICA, INC. Bea4B,. JR 05t05716 Antsicnr ADDED SPACERS TO SHEET 2. Road Doln ftwIalywr F.K 225N6 p•"I•A By. J.J. 323 06 • • • • • • • • 107011ECHNOL$3Y DR•'E Si. VENICE, I! 94275 • • • • P.O. BOX 1529 NOKOMIS, FL 34274 • • - • • • • • • • I IN r Visibly Better • ENERAL NOTES t. w • IILO4/.•HORIZONTAL ROLLER WINDOW, IMPACT BeY"B!dat HR710 Sate NTS &wt 1 - 11 OMB th 4127-10 M G 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 PRODUCT REVISED as complying withal* nand* Building Code Acceptance No Ex 'ration Date /gi Mnyuni Product Coc P.E.B 58705 • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 0410 • • 21 21 ■ 1/8' ANNEALED OR HEAT STRENGTHENED GLASS .090 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 OR TEMPERED GLASS 13/16" NOM. 1/2" NOM. GLASS BITE 60,61,62 1/8' ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 5/16' NOM. 5/16" LAMINATED GLASS Ilwodayr JR EXTERIOR INTERIOR E> (ALL SECTIONS) 12" NOM. GLASS BITE 86,67,68,69,70,71 13/16" LAMI IG GLASS W/ 5/16" LAMI STRUCTURAL POLYISOBUTYLEN WITH DESICCANT EXT. GLASS Dolr 050 /16 SILICONE KODISPACE 75 4SG TPS asa•"e ADDED SPACERS. 1/4" NOEL STRUCTURAL SILICONE FOAM WITH DESICCANT EXT. GLASS INT. GLASS 76 SUPER SPACER®NXTTLI bade,, Oar IiNbr nrs ar FJC L/odala,: J.J. 1/2" NOM. GLASS BITE 41:-* 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7/16' LAMINATED 7/16 LAMINATED GLASS 21 1 F J O' i;:1I10M 11. GLASS BITE 61.1 Part# Description Material 75 Kommerling 4SG TPS Spacer System See this Sheet for Materials 76 Quanex Super Spacer nXT with Hot Melt Butyl 77 Quanex Duraseal Spacer 78 Cardinal XL Edge Spacer REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 "PVB" _ KURARAY BUTACITE PVB INTERLAYER or SAFLEX PVBINTERLAYER BY EASTMAN CHEMICAL COMPANY 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 3/16 ANNEALED OR HEAT STRENGTHENED GLASS 7/16' LAMINATED 3/18' OR 1/4' AIR SPACE 1/8' or 3/16' ANNEALED OR TEMPERED GLASS 13/16' NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI HOT -MELT BUM 3/16" NOM. BUTYL & DESICCANT FOAM EXT. GLASS 5/16" NOM ALUMINUM REINFORCEMENT POLYISO- BUTYLENE SEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS INT. GLASS • • NTaGL/S • • • • • • • •• •.DZJRASIA ® •; •• •• •®SPACER• • • •• • •.• • • • • 1070 TECHNOLOGY DRNE O. VENICE, F•37275 • • • P.O. BOX 0529 NOKOMIS, FL 34274 • • a • • at • • • T • • VVT1bb Better DESICCANT FILL AREA XL EDGETM SPACER •GL/iZIIDG DETAILS 5/16" NOM. SILICONE SEAL INT. GLASS 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 TO REMAIN UNCHANGED. 1a • • 4LUl14T"IORIZONTAL ROLLER WINDOW, IMPACT wawa,. HRTW Full Moot 2 d 11 !WNW,. 4127-10 PRODUCT REVISED as complying with the Florida Building Code Acoopt ar No /CO' G ration Date Product A. LYNPI MI ILLER P.E. P.E.# 58705 • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • TABLE 1. XOX (114,1/2,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" 60 6/8" 64" 60" 83" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 06" A,B,G,H +60.0 -60.0 +60.0 i -60.0 +60.0 •: -60.0 +60.0 -60.0 +60.0 I -60.0 +60.0 -60.0 +58.8 j -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 1 -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 I -60.0 +60.0 -60.0 +54.6 i -54.6 +51.7 -51.7 111" A,B,G,H +60.0 -60.0 +60.0 i -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +53.6 I -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 (1/3,1/3,113) 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" 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. TO 86 7/16" A,B,C, G,H,I +60.0 I -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 WIDTH GLASS TYPE WINDOW HEIGHT 26" 1, 36" 1, 38 3/8" 48" (60'.) 66" f A,B,G,H A,B,G,H +75.0 +75.0 -75.0 -75.0 +75.0 -75.0 . +75.0 ; -75.0 +75.0 I -75.0 72" 74" A,B,G,H A,B,G,H +75.0 +75.0 -75.0 -75.0 +75.0 i -75.0 +75.0 -75.0 +75.0 ; -75.0 +75.0 I -75.0 +75.0 +75.0 -75.0 -75.0 50 5/8" +75.0 1 -75.0 +75.0 ; -75.0 C1.75.0 +75.0 -75.0 +75.0 -75.0 +75.0 +75.0 -75.0 -75.0 +75.0 I -75.0 +75.0 I -75.0 +75.0 .0 -75.0 -75. ) 60" +75.0 . -75.0 +74.2 I -74.2 +69.6 I -69.6 +68.1 ( -68.1 63" +75.0 ? -75.0 +70.2 -70.2 +65.2 I -65.2 +63.8 -63.8 UP TO 74" C,D,E,F, I,J,K, L +75.0 I -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" 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) rover 13/16" LAMI 1G-1/8" OR /,6"4ke( IIN+), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI -, (1/8"A,..090,1 i. H. 13/16" LAMI IG-1/8" O: 3/1 `. • • - I - (1/8"A, .090,1/8"HS) I. 13/16" LAMI IG-1/8" OR'g/a6"A IN:, /16:Ojt 3F •loIR S PACE, 5/16" LAMI - (1/8"HS, .090,1/8"HS) J. 13/16" LAMI IG-1/8" OIrg/16"R TOIN.),63716" 6R 11'4" SPReE, 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 3MG A (MIN.)•3/16"QR 1/4"SPACE,.7/16" LAMI - (3/16"HS, .090, 3/16"HS) Reeder Dale Roved er ONK Rirelekere ot•eter FJC Lter 6w6 [snare ay J.J. 3L23AM • i 10 TECHNOLROY DOPE J. ' NICE.:111275 P.O. BOX 1529 NOKOMIS, FL 34274 • • • • t • Virib& Better ot.w • QE iciv PRESSURES TILOM..HORIZONTAL ROLLER WINDOW, IMPACT a"ee•re Mt710 errs NTS •ea 3 " 11 lewgrh 4127-10 Myr G PRODUCT REVISED as complying with the Florida Duiiding Code Acccptma No No. 'ration Date Mann . • Product C A. LYNN MILLER P.E. P.E.# 58705 2/ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0410 • • • 000 • • 27 3/8" MAX. DLO —�{ VENT It 54 5/16' MAX. DLO FIXED ---�{ — —II — I- 110" MAX. WIDTH I.F. FRAME y 111" MAX. WIDTH FLANGE FRAME DETAIL B - XOX (1/4-1/2-1/4) 33 L6"MAX. DLO FIXED 33 96" MAX. DLO VENT 8 A 57 3/8" MAX. DLO ALL FIXED LITES O X 74" MAX. WI C 73" MAX. WIDTH I.F. FRAME ,DETAIL A - OX OR XO A 56" MAX. DLO ALL VENTS 62' MAX. I.F. FRAME ALL CONFIG. Rntl7• 5r Rn•be Rhea M Dam new brows* F.K DOW 2/28016 Maim ay J.J. 27 3/8" 27 3/8" MAX. DLO MAX. DLO VENT FIXED 1 I D D 5 7/16" MAX. WIDTH I.F. FRAME 6 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. 63" MAX. FLANGE FRAME ALL CONFIG. • ••• •••• • • • •It • • • • • SEALANT OR GASKET AT HEAD AND SILL I.F. FRAME FLANGE FRAME S. ••• •• • • • •• VIEW D-D (FRAME CORNER CONSTRUCTION) • • • • • • • • • • 1070 TECHNOLOGYSRIVE N. VENICE, FLS4275 • • • P.O. BOX 1529 NOKOMIS, FL 34274 • Visibly Better rainatisi ALUM. H6RIZONTAL ROLLER WINDOW, IMPACT - — I1R710 NTS 4 .r 11 4127-10 G PRODUCT REVISED o complying with the Florida Building Code .zp*mlce No / n'• - / piration Dee DedrP,od of A. LYNN MILLER, P.E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • EXTERIOR MAX. HEIGHT FLANGE FRAME MAX. VENT DLO MAX. FIXED DLO INTERIOR SECTION C-C (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION. I.WARAME), • (VeRTIC4L SECTION, I.F. FRAME) • • INTERIOR MAX. VENT DLO EXTERIOR INTERIOR MAX. FIXED DLO MAX. WIDTH (FLANGE FRAME) SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) kw-- MAX. FIXED DLO —.^-1 MAX. VENT DLO MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) EXTERIOR INIrtRIIIIR • • • • • • • • • • • • • • • • • • • • • • • • • Revloka. ar ON& ItnIskro: Onrall F.K. MY: 2128/06 rolow1Br J.J. 9/23/00 SILL 1070 TECHNOLOqRIVE N. VENICE, FI P.O. BOX 1529 NOKOMIS, FL 34274 • • 11;11. Viribb, Better HEAD .sEc7:ets: : T DLO ALUM. H11420eNTAL ROLLER WINDOW, IMPACT Serbsgeslit HR710 Half 5 Om. No. 4127-10 PRODUCT REVISED as complying with the Ronda Building Code Acceptance No / E lotion Date , zer-T-1 A. LYNN MILLER, P.E. P.E.8 58705 • • • • III • • • 551 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 'ITEM DWG# REV DESCRIPTION MATL PGT# 1 4102 A FLANGE FRAME HEAD 6063-T6 AL 612237 2 3 4025 SASH STOP (STD.) (ANTI LIFT CLIP) #8 X 3/4 PH. PAN HEAD 6063-T5 AL 612244 7834AA 4 4053 SASH STOP COVER (SASH STOP) 61163-T5 AL 6 4136 FLANGE FRAME SILL 6063-T6 AL 64136 7 4137 SILL ADAPTOR 6063-T6 AL 64137 8 4131 ROJJ.FRTRACK 6063-T6 AL 64131 10 71298 WEEP HOLE COVER POLYPROP. 71298 12 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 13 4002 A FLANGE FRAME JAMB 6063-T6 AL 612225 14 4134 GASKET FOR MAIN FRAME SILL JOINT 74134W/K 15 16 1155 4110 G #8 X 1.000 QUAD PN. SMS SCREEN ADAPTOR 6063-T5 AL 781PQA 64110G 17 4054 B FIXED MEETING RAIL 6063HD-T6 AL 64054A 19 4066 W STP.,.I87 X .230, FIN SEAL 64066G 21 4105 SASH TOP & BOTTOM RAIL 6063-T5 AL 612240 22 23 1683 225-1 WSTP.,250 X .270 BACK, FIN SEAL ROLLER HOUSING& WIDE 61683G 42112HD 24 226 BRASS ROLLER WHEELS BRASS 7BRW HL2 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 4006 SASH MEETINGRAIL 6063HS-T6 AL 64006 33 35 1235 1096 W STP.,.170 X .270 BACK, FIN SEAL SWEEP LATCH DIE-CAST 67S16G 71096 36 1016 #8 X .625 PH. FL. SMS 7858 37 4126 SASH SIDE RAIL 6063-T5 AL 64126 38 1683 WSTP.,.250 X .270 BACK, FIN SEAL 61683G 39 7070 BULB WEATHERSTRIP .187 X 275 67070K 40 LIFT RAIL COVER CAP 74078°C" LORR 41 4139 I.F. FRAME HEAD 6063-T6 AL 64139 42 4140 I.F. FRAME SILL 6063-T6 AL 64140 43 4141 I.F. FRAME JAMB 6063-T6 AL 64141 50 51 1224 GLAZING SILICONE, DOW 899, 995 OR EQUIVALENT VINYL GLAZING BEAD BULB (THICK) 6TP247W,K 52 1225 VINYL (LAZING BEAD BULB (THIN) 6TP248K 53 4039 B GLAZING BEAD - 5/16' 6063-T5 AL 64039B 54 4044 B GLAZING BEAD - 5/16" W /GRJ L KIT 6063-T5 AL 644703 55 4222 A GLAZING BEAD - 7/16" 6063-T5 AL 64222 56 985 C GLAZING BEAD - 7/16' W /GRILL KIT 6063-T5 AL 6985 59 4067 (LAZING BEAD - 13/16' 6063-T5 AL 64067 • • 60 61 62 63 64 65 GLASS, 5/16" LAMI(1/8" A,.090PVB, 1/8" A) 5/16 LAMI (1/8" A,.090PVB, 1/8" HS) 5/16' LAMI (1/8" HS, .090 PVB, 1/8" HS) 7/16" LAMI (3/16" A, .090 PVB, 3/16' A) 7/16' LAMI (3/16" A, .090 PVB, 3/16" HS) 7/16' LAMI (3/16" HS, .090 PVB, 3/16" HS) • • • •• • •• lee.ter- 1au.+7 0.10 Mad 10 000 Itrabrar p.m or F.K. 000 2128/06 J.J. Dehr 3123/04 • 1070 TECHNOLO YbRIVE N. VENICE, FL. 75 P.O. BOX 1529 • NOKOMIS, FL 34274 ITEM DW(71 REVI DESCRIPTION I MAIL I rcr# 66 GLASS, 13/16" LAMI IG•1/8"A (MIN.), 3/8" AIR SPACE: 5/16" LAMI (L/8"A, .090 PVB, 1/8"A) 67 " 13/16" LAM! IG•1/8"A (MIN.), 3/8" AIR SPACE, 5/16' LAMI (1/8"A, .090 PVB, 1/8"HS) 68 " 13/16" LAM! IGI/8"A (MIN.), 3/8" AIR SPACE 5/16" LAMI (1/8"HS, .090PVB, 1/8"HS) 69 " 13/16" LAM! IG-3/16"A (MIN.), 5/16" AIR SPACE 5/16" LAMI (1/8"A, .090PVB, 1/8"A) 70 " 13/16" LAMI IG-3/16"A (MIN.). 5/16" AIR SPACE. 5/16" LAMI (1/8"A, .090PVB, 1/8"HS) 71 " 13/16" LAMI IG-3/16"A (MIN.), 5/16" AIR SPACE, 5/16" LAMI (1/8" HS, .090 PVB, 1/8"HS) 72 " 13/16" LAMI IG-1/8"A (MIN.), 1/4" AIR SPACE, 7/16" LAM1(3/16"A, .090 PVB, 3/ 16"A) 73 13/16" LAMI IG-1/8"A (MIN.), 1/4" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16" HS) 74 " 13/16" LAMI IG-1/8"A (MIN.), 1/4" AIR SPACE, 7/16" LAMI (3/16"HS, .090PVB, 3/16"HS) 75 " ' 13/16" LAM! IG3/16"A (MIN.), 3/16" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/ 16"A) 76 " 13/16" LAMI IG-3/16"A (MIN.), 3/16" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16"HS) 77 " 13/16" LAMI IG3/16"A (MIN.), 3/16" AIR SPACE, 7/16" LAMI (3/16"HS, .090 PVB, 3/16"HS) 90 1014 SCREEN FRAME (HOR & VtR) 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 DIA. HARD EM PVC 96 SCREEN CLOTH • • • • • •• • • • • • • • 2.710 1 062 —� 41 I.F. FRAME HEAD #4139, 6063-T6 2.784 .0521 .988 —►1 I fR}A}ME JAMB • 414+•43.% • • • • • • • •• • • • •• • • • Visibly Better 42 • • :PART st : —2710 T. FRAME SILL #4140, 6063-T6 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 110.0000 HR710 NTS te•t 6 + 11 •.r•ra 4127-10 PRODUCT REVISED es complying with the Florida Building Code Acceptance No 'to • u -,coon Dear By /4 rain, A. LYNN MILLER, P.E. P.E.lt 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • •• •• 1 FLANGE FRAME HEAD #4102A, 6063-T6 .490 J ® SASH STOP #4025, 6063-T5 .062 II3 1.349+F 21 SASH TOP & BOTTOM RAIL #4133, 6063-T5 .678 .050 54 GLAZING BEAD, 5/16" #40448, 6063-T5 (USED W/ GRILL KIT) .062 1.122 3.152 I-2.710 O FLANGE FRAME SILL #4136, 6063-T6 .061 .437 7 1.461 O HORIZ. ROLLER TRACK #4131, 6063-T6 2. 79 .062 1.081 F�--- 32 SASH MTG. RAIL #4006D, 6063HS-T6 1.187 F..050 I[f 1 .678 1.09E — 55 GLAZING BEAD 7/16" #4222A, 6063-T5 Rend be Oar RerYIoirr Howler, coos me a.er. F.K mat: 111841E cl•lMey J.J. 9/23108 37 1.187 .062 3. 90 O FRAME SILL ADAPTER #4137, 6063-T6 2.326 .062 F►-1.403�{ 17 FIXED MEETING RAIL #405413,6063HD-T6 7 II J9 F�-1.291� SASH SIDE RAIL #4126, 6063-T5 O SASH STOP COVER #4053, 6063-T5 �2.784— .1 1163 .062 —� 13 FLANGE FRAME JAMB #4002A, 6063-T6 .678 1.096 —1.-•--1 53 GLAZING BEAD, 5/16" #403913,6063-T5 6�8 .68� O50 • •• • •'�50 • 1i �- • • • I ' • t1t�� • • • �F1.097 .56\ A111"k E D i 6'�.• 59 GLAZI BEEAD,513/16" (US W/ G ILL KIT) • • • • • • 1070 TECHNOLORIVE N. VENICE, FI:174 P.O. BOX 1529 N050MIS, FL 34274 • • • • • • Visibly Better • • •��,-1�• • •plc 414 Oda: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT l-Mltlt HR710 Mar Half Meat 7 11 to eaae 4127-10 PRODUCT REVISED as complying with the Florida Building Code Acceptance No(40D1 EX 'ration Date A. LYNN MILLER P.E. P.E.e 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • ••• • • ANCHOR QUAN1111ES, XOX (114-1/2-114) WINDOWS TABLE 4 NOTES: GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K,L 1. ANCHOR TYPES: ANCHOR TYPE, 2,3, WOOD 2, CONC 1, CONC Z3, WOOD 2, CONC 1, CONC 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE-FLEX 3 - #12 STEEL SCREWS (G5) & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE w v 11 HEAD & SILL y f HEAD & SILL ' y R HEAD & SILL a y :y ci HEAD & SILL 'g ,ate HEAD & SILL a g HEAD & SILL , CO 2. GLASS TYPES: 2 A. 5/16" LAMI - (1/8" A,.090, 1/8" A) ' B. 5/16" LAMI - (1/8" A,.090, 1/8" HS) HS,.090, 1/8" HS) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND 53.125 x 38.375 1+C2+1+C2+11 2 1+C2+1+C2+1 2 1+C2+1+C2+11 2 1+C2+1+C2+11 2 1+C2+1+C2+11 2 1+C2+1+C2+11 C. 5/16" LAMI - (1/8" 2 D. 7/16" LAMI - (3/16" A,.090, 3/16" A) ANCHOR QUANTITY REMAIN UNCHANGED. 48.000 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 E. 7/16" LAMI - (3/16" A,.090, 3/16" HS) HS,.090, 3/16" HS) 50.625 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 � 1+C2+1+C2+11 3 1+C2+1+C2+1': 3 1+C2+1+C2+1 3 F. 7/16" LAMI - (3/16" G. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/6" A,.090, 1/8" A) 54.000 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 H. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" HS) LAMI HS,.090, 1/8" HS) 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+02+1 3 I. 13/116" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" J. 13/16" LAMI IG - 1!8" OR 3/16" A (MIN.), 3/16" OR 3/8" SPACE, 5/16" - (1/8" OR 1/4"SPACE, 7/16" LAMI-(3/16" A,.090, 3/16" A) 63.000 1+C2+1+C2+11 3 1 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1) 3 1+C3+1+C3+1 3 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) 60.000x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1' 2 1+C2+1+C2+11 2 1+C2+1+C2+1 2 1+C2+1+C2+11 2 1+C2+2+C2+1 2 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) 48.000 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+2+C2+11 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING WINDOW IN TABLE. 50.625 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+2+C2+11 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER 54.000 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+2+C2+11 3 HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 60.000 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C3+2+C3+11 3 25 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. 0.C. 63.000 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C3+2+C3+11 3 TABLE KEY: 74.000x 38.375 1+C2+2+C2+11 2 1+C2+1+C2+11 2 1+C2+2+C2+11 2 1+C2+2+C2+1 2 1+C2+2+C2+11 2 1+C2+2+C2+1 2 -X O X 48.000 1+C2+2+C2+11 3 1+C2+1+C2+11 3 1+C2+2+C2+11 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+11 3 1+C3+4+C3+11 3---ANCHOR QUANTITY PER JAMB 50.625 1+C2+2+C2+1 3 1+C2+1+C2+11 3 1+a+2+C2+11 3 1+C2+2+C2+1 3 1+C2+2+C2+11 3 1+C2+2+C2+11 3 f HEAD AND SILL ANCHOR QUANTITY. 54.000 1+C2+2+C2+11 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+11 3 1+C3+2+C3+11 3 A CLUSTER OF (3) ANCHORS AT EACH MEETING RAIL CENTERED PLUS (1) 60.000 1+C2+2+C2+11 3 1+C2+1+C2+11 3 1 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+11 3 1+C3+2+C3+11 3 I ANCHOR AT EACH OPERABLE VENT 63.000 1+C2+2+C2+11 3 1+C2+1+C2+1t 3 1+C3+2+C3+11 3 1+C3+2+C3+11 3 1+C2+2+C2+1 3 1+C3+2+C3+11 3 PLUS (4) ANCHORS AT FIXED SECTION. 84.030x 38.375 1+C2+2+C2+11 2 1+C2+2+C2+11 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+11 2 1+C2+3+C2+11 2 (12) ANCHORS TOTAL AT HEAD AND SILL. 48.000 1+C2+2+C2+11 3 1+C2+2+C2+11 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+11 3 1+C3+3+C3+11 3 (3" MIN. O.C. ANCHOR SPACING) 50.625 1+C2+2+C2+11 3 1+C2+2+C2+11 3 1+C2+2+C2+11 3 1+C2+2+C2+11 3 1+C2+2+C2+11 3 1+C3+3+C3+11 3 " 3 3 1+C2+2+C2+11 3 1+C2+2+C2+1 3 1+C4+3+04+11 3 54.000 1+C2+2+C2+11 3 1+C2+2+C2+1i 1+C2+2+C2+11 1 MIN. 3 J-1---12-,.154I-max3" 60.000 1+C2+2+C2+11 3 1+C2+2+C2+1I 3 1+C3+2+C3+113 1+C3+2+C3+113 1+C2+2+C2+113 1+C4+3+C4+11 1 191 I 1 1 1 Ill I 1 63.000 1+C2+2+C2+11 3 1 1+C2+2+C2+11 3 7 1+C3+2+C3+11 3 1+C3+2+C3+11 3 1+C2+2+C2+1 3 1+C4+3+C4+11 3 9" REF. _ X 0 X 106.375 x 38.375 1+C2+2+C2+11 2 1+C2+2+C2+11 2 1+C2+3+C2+11 2 1+C2+3+C2+11 2 1+C2+3+C2+11 2 1+C2+4+C2+1 i 2 T -_------____.-i- PRODUCT REVISED as comply in with the Florida 48.000 1+C2+3+C2+11 3 1+C2+2+C2+11 3 1+C3+3+C3+11 3 1+C3+3+C3+11 3 1+C2+3+C2+1I 3 1+C3+4+C3+11 3 MTG. RAIL, TYP.- Building p,��cd / '-O 14,13 50.625 1+C2+3+C2+11 3 1+C2+2+C2+11 3 1+C3+3+C3+1 3 1+C3+3+C3+11 3 1+C3+3+C3+11 3 1+C3+4+C3+11 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS Data / 21 54.000 1+C3+3+C3+11 3 1+C2+2+C2+11 3 1+C3+3+C3+11 3 1+C3+3+C3+11 3 1+C3+3+C3+11 3 1+C4+4+C4+11 3 (SHOWN IN TABLE KEY ABOVE) By 60.000 • 1+C3+3+C3+1 3 1+C2+2+C2+11 3 1+C4+3+C4+11 3 1+C4+3+C4+11 4 1+C3+3+C3+11 3 ' 1+C4+4+C4+13 Mi mi ?�odact 63.000 1+C3+3+C3+11 3 1+C2+2+C2+1 3 1+C4+3+C4+11 3 1+C4+3+04+11 4 1+C4+3+C4+11 3 1+C5+4+C5+1 3 F 25 3/4" MAX. 111.000 x 38.375 1+C2+3+C2+1 2 1+C2+2+C2+112 1+C2+3+C2+11 2 1+C2+3+C2+1I3 1+C2+3+C2+11�•11C2!4I•�+1:2: . � I •`~.I--1-3 MIN.P - • 1 48.000 1+C2+3+C2+1 3 1+C2+2+C2+11 3 1+C3+3+C3+1 3 1+C3+3+C3+1I 3 1+C2+3+C2+11•3 1+C3+4+�•3+1'. S• • •• ff • • ••9"QEF•.• -• • 1 1 1 1 ii i i 50.625 1+C2+3+C2+11 3 1+C2+2+C2+1i 3 1+C3+3+C3+1` 3 1+C3+3+C3+11 3 1+C3+3+C3+1 4C3+4+Qi+11 i � •• • •......____. X• _• •1111 0 _� X 7..... 54.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C3+3+C3+11 3 1+C3+3+C3+11 3 1+C3+3+C3+11 3 1+C4+4+04+11 3 - J � _ - 60.000 1+C3+3+C3+11 3 1+C2+2+C2+1) 3 1+C4+3+C4+1 3 1+C4+3+C4+11 4 1+C3+3+C3+11 3 1+C4+4+C4+11 3 MTG. RAIL, TYP.- 16 63.000 1+C3+3+C3+11 3 1+C2+2+C2+11 3 1+C4+3+C4+1 3 1+C4+3+C4+11 4 1+C4+3+C4+1105 1.05•4+C5+11 • fXAMPIE CLI-ISTER W/ QTY. OF (4) ANCHORS 1K M1.#er or .d rr.. • • . • .yea... . XOX (1/4-1/2-1/4)• ,.,.dye Dm: ,•..b,. 1070TECHNOLOODRIVE N. VENICE, F734275 • • • ' •ANC460AEVPACING, Ran w. D & R„•.. P.O. BOX1529, • • ALUM. HORIZONTAL ROLLER WINDOW, IMPACT • . . ai .."' •�" an. D�°� A. LYNN MILLER P.E. D,M,y, F.K. Claw Z2M8 tlr�y J.J. MY: 323/06 NOKOMIS, FL 34274 Vtdibly Better HR710 NTS 8 + 11 4127-10 G P.E.#58705 • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR QUANTITIES, XOX (1/3-1/3-1/3) WINDOWS TABLE 5 GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L ANCHOR TYPES & SUBSTRATE 2,3, WOOD 2, CONC 1. CONC 2.3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES BONES WINDOW SIZE W V H HEAD & SILL 00 00 !y HEAD & SILL 2 i53 HEAD & SILL 12 HEAD & SILL 1 F0 HEAD & SILL 1 z HEAD & SILL 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1+C2+1 2 1+C2+1+C2+11 3 1+C2+1+C2+11 2 1+C2+1+C2+11 3 1+C2+1+C2+12 1+C2+1+C2+11 3 1+C2+1+C2+11 2 1+C2+1+C2+1 3 1+C2+1+C2+1! 2 1+C2+1+C2+1 3 1+C2+1+C2+1 1+C2+1+C2+1 2 3 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C2+1+C2+1 ` 3 1+C2+1+C2+1! 3 1+C2+1+C2+11 3 1+C2+1+C2+13 1+C2+1+C2+11 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1; 3 1+C2+1+C2+113 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C3+1+C3+11 3 53.125 x 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 1+C2+1+C2+12 1+C2+1+C2+1 3 1+C2+1+C2+11 2 1+C2+1+C2+11 3 1+C2+1+C2+112 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+113 1+C2+1+C2+11 3 1+C2+1+C2+1 12 1+C2+1+C2+11 3 1+C2+1+C2+1!2 1+C2+1+C2+113 1+C2+1+C2+112 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+13 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+113 1+C2+1+C2+112 1+C2+1+C2+113 1+C2+1+C2+13 1+C2+1+C2+1 3 1+C2+1+C2+1 ! 3 1+C2+1+C2+1; 3 1+C2+1+C2+1 i 2 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+13 1+C2+1+C2+11 2 1+C2+1+C2+113 1+C2+1+C2+1!3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+13 1+C2+1+C2+1 1+C2+1+02+1 2 3 1+C2+1+C2+1 i 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+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C3+1+C3+11 3 1+C3+1+C3+113 1+C2+1+C2+1 2 1+C2+1+C2+113 1+C2+1+C2+13 1+C3+1+C3+113 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C2+1+C2+11 2 1+C2+1+C2+1 3 1+C2+1+C2+1 i 3 1+C2+1+C2+11 3 1+C2+1+C2+1 1 3 1+C2+1+C2+1 3 1+C2+1+C2+1! 2 1+C2+1+C2+1 1 3 1+C2+1+C2+11 3 1+C2+1+C2+1 ! 3 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C2+1+C2+1 2 1+C2+1+C2+113 1+C2+1+C2+113 1+C2+1+C2+1 1+C2+1+C2+1 3 3 1+C3+1+C3+113 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C3+1+C3+113 1+C2+1+C2+1I 3 1+C2+1+C2+1!.2 1+C2+1+C2+1; 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C3+1+C3+113 1+C3+1+C3+113 1+C2+1+C2+112 1+C2+1+C2+11 3 1+C3+1+C3+11 3 1+C3+1+C3+1; 3 1+C3+1+C3+11 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+11 3 1+C3+1+C3+113 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1+C2+112 1+C2+1+C2+1 3 1+C2+1+02+1 2 1+C2+1+C2+1 3 1+C2+1+C2+11 2 1+C2+1+C2+1i3 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+11 2 1+C2+1+C2+1 3 1+C2+1+C2+112 1+C3+1+C3+113 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1; 3 1+C2+1+C2+11 3 1+C2+1+C2+113 1+C2+1+C2+11 3 1+C2+1+02+11 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C3+1+C3+113 1+C3+1+C3+1 3 1+C2+1+C2+113 1+C2+1+C2+113 1+C2+1+C2+1! 3 1+C2+1+C2+1 3 1+C3+1+C3+113 1+03+1+C3+113 1+C3+1+C3+1 3 1+C3+1+C3+11 3 1+C2+1+C2+11 3 1+C2+1+C2+13 1+C3+1+C3+113 1+C3+1+C3+113 84.000 x 38.375 48.000 50.625 54.000 60.000 63.000 86.437x 38.375 48.000 50.625 54.000 60.000 63.000 Rated •A [Ulm 1+C2+1+C2+1 2 1+C2+1+C2+11 2 1+C2+1+C2+12 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+11 3 1+C2+1+C2+1; 3 1+C2+1+C2+1 1 3 1+C2+1+C2+1 1 3 1+C3+1+03+1 3 1+C2+1+C2+112 1+C2+1+C2+1 1+C2+1+C2+1 3 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1 1 3 1+C2+1+C2+11 3 1+C2+1+C2+1 1 2 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+113 1+C2+1+C2+11 3 1+C3+1+C3+113 1+C3+1+C3+11 3 1+C3+1+C3+113 1+C2+1+C2+11 2 1+C2+1+C2+113 1+C2+1+C2+13 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+113 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+114 1+C3+1+03+1!4 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+1 1+C2+1+C2+1 1+C3+1+C3+1 1+C3+1+C3+11 3 3 3 1+C2+1+C2+1121 1+C2+1+C2+113 1+C2+1+C2+1 I: 3a 1+C3+1+C3+113 1+C3+1+03+113 1+C3+1+03+11 3 14C4+14t4 11 * 1+C2+1+C4N1 2 i+p+1+ 113 14C3+S+e:++11 3 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C2+1+C2+1! 3 1+C3+1+C3+113 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C2+1+C2+1; 3 1+C3+1+C3+1 13 1+C3+1+C3+113 1+C4+1+C4+114 1+C3+1+C3+113 Rerbbs 1+C2+1+C2+1 3 1+C3+1+C3+113 1+C3+1+63+14 RawlIr Der Rw4.nc Rawl ec Or -on F.K rob c.:weir J.J. 1+C3+1+C3+1 3: • 1+CA+14C4+1) 4 • 070 TECHNOLO21•DRIVE N. VENICE. Fr• 42W P.O. BOX 1529 NOKOMIS, FL 34274 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 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. • • • • •• • • • • • • • ••• • • Visibly Better 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 22 1/2" MAX. O.C. TABLE KEY: X 0 X +C3+1+C3+1 3 I- 9" REF. --.---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. MIN. X O X MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 253//4" MAX. • • • • • 1/2" TYP. • • --� ►-3" MIN. • • 1 1111 I1 ICI1 9%RF#. • X 0 • _•• •T•_- X MTG. RAIL, TYP.- gXAMPJrE CLUSTER W/ QTY. OF (4) ANCHORS s ;ANC4OVOE$PACING, XOX (1/3-1/3-1/3) ALUM. HORIZONTAL ROLLER WINDOW, IMPACT PRODUCT REVISED :ss complying with the Florida Building Code A cerauce No IG- ia, Date a.w4rsc 1M7f0 sees NTS ae 9 + 11 toil. 4127-10 A. LYNN MILLER. P.E P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 41410 • • • ••• • • ANCHOR QUANTITIES, XO & OX WINDOWS - TABLE 6 GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 1, CONC ZONES Q� J � aC � 2 3 +C2+1 3 +C2+1 3 ANCHOR TYPE) & SUBSTRATE WINDOW SIZE w V 2,3, WOOD 2, CONC 1, CONC, 2,3, WOOD 2, CONC ZONES 2V x e8 U) ZONES W .3 2 ZONES 0 4 _ 0 ZONES 0 n1 _ ea co ZONES 0 J W (�% x e5 co 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1 2 1+C2+1 2 1+C2+1I 2 1+C2+1 2 1+C2+1; 2 1+C2+1 1+C2+1 3 1+C2+1 3 1+C2+11 3 1+C2+1; 3 1+C2+11 3 1+C2+1 1+C2+1 1+C2+1 3 3 1+C2+1 1+C2+1 3 3 1+C2+1 3 1+C2+1' 3 1+C2+11 3 1+C2+11 3 1+C2+11 3 1+C2+11 3 1 1 1+C2+1 1+C2+1 1+C2+1 3 3 2 1+C2+1 1+C2+1 1+C2+1 3 3 2 1+C3+11 3 1+C3+1! 3 1+C2+1 2 1+C2+11 3 1+C2±1 3 1+02+11 2 1+C2+1i 3 1+C2+11 3 1+C2+11 2 1+C3+1 1+C3+1 1+C2+1 1+C2+1 1+C2+1 1+C2+1 3 3 3 1+C2+1 1+C2+1 1+C2+1 3 3 3 1+C2+11 3 1+C3+1 3 1+C3+1; 3 1+C2+1; 3 1+C2+1i 3 1+C2+11 3 1+C2+1 3 1+C2+11 3 1+02+11 3 1+C2+1 1+C3+1 1+C3+1 3 3 2 3 1+C3+1 1+C3+1 1+C2+1 1+C2+1 3 3 2 3 1+C2+1 1+C2+1 1+C2+1 1+C2+1 3 3 2 3 1+C3+11 3 1+C3+1 3 1+C2+1 2 1+C3+11 3 1+C3+1j 3 I 1+C3+1 3 1+C2+i) 2 1+C2+1[ 3 1+C2+1l 3 1+C2+1I 3 1+C2+1's 2 1+C2+1! 3 1+C3+1 1+C3+1 1+C2+1 1+C3+1 1+C2+1 1+C3+1 1+C3+1 3 3 4 1+C2+1 1+C2+1 1+C2+1 3 3 3 1+C3+11 3 1+C3+11 3 1+C3+1; 3 1+C2+1 1+C3+1 3 3 1+C3+1 4 1+C2+1 3 1+C2+11 3 1+C2+1j 3 1+C3+1 1+C3+1 1+C3+1 1+C3+1 4 1+C3+1 3 1+C4+1; 3 1+C3+1 4 1+C3+1 3 1+C4+1 60.000 x 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 1+C2+1 1+C2+1 3 3 1+C2+1 1+C2+1 2 3 2+C2+21 2 2+C3+21 3 1+C2+1 3 1+C2+1 3 1+C2+11 2 1+C2±11 3 2+C2+2 2+C3+2 1+C3+1 1+C3+1 3 4 1+C2+1 1+C2+1 3 3 2+C3+2 2+C3+2 3 3 1+C3+11 3 1+C3+1 4 1+C2+11 3 1+C2+11 3 2+C3+2 2+C3+2 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 2+C2+2 2+C2+2 4 3 4 1+C3+1 1+C2+1 1+C2+1 3 2 3 2+C4+21 4 2+C2+21 3 2+C3+2 3 1+C3+11. 4 1+C3+1 4 2+C2+21 3 2+C2+21 4 1+C3+1! 3 2+C4+2 1+C3+11t 3 1+C2+11 2 1+C2+11 3 2+C4+2 2+C2+2 2+C3+2 2+C3+2 4 1+C2+1 3 2+C3+21 3 2+C3+21 4 1+02+11 3 2+C3+2 2+C3+2 4 1+C2+1 3 2+C3+2 1+C3+1 2+C2+2 2+C3+2 2+C3+2 2+C3+2 2+C3+2 4 4 3 4 4 4 4 1+C3+1 1+C3+1 2+C2+2 2+C2+2 2+C2+2 2+C3+2 1+C3+1 3 3 2 3 3 3 3 2+C3+21 4 2+C4+21 4 2+C4+21 4 2+C2+2 3 2+C3+2 j 4 2+C3+2! 4 2+C4+21 4 2+C4+21 4 2+C3+21 4 2+C3+2; 4 2+C3+21 4 2+C2+21 3 2+C3+21 4 2+C3+2 4 2+C3+2 4 2+C3+21 5 1+C2+1 3 1+C3+11 3 1+ 3+11 3 2+C2+2 2 2+C3+2 2+C2+21 3 2+C2+21 3 2+C3+2 2+C3+2 3 3 2+C4+2 2+C4+2 2102T2 2+V#2 2 •Cy3'2 2+C4+2 2+C4+2 3 3 3 3 2 3 3 3 3 3 2 3 3 3 4 4 3 3 3 4 4 4 I' 4 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 - (1/8' A,.090, 1/8" A) H. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" 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" 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) 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. 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. HEAD 8 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: O X 2+C3+2 3 -ANCHOR QUANTITY PER JAMB I- 9" REF. MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 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) 18 3/4" MAX. �{ (►-3" MIN. • ••• rep 11/2"TYP • • ••t • • •9"RGF• 2+C3+2 Pardloter 4 1+C3+1 3 2+C4+21 4 2+C4+21 5 2+C3+21 4 Mord Re Deft R,M,b1r• •.w, Br F.K. plasm a,.- J.J. wave 2+C4• 1070 TECHNOLOQYS2RIVE N. VENICE, ; Z P.O. BOX 1529 NOKOMIS, FL 34274 .5 •• • 'f • MTG. RAIL • EXAMPLE FLUSTgR W/ QTY. OF (4) ANCHORS Vifibly Better :M▪ CPti,Z,4yE PACING, OX AND XO WINDOWS A▪ LUM. HORIZONTAL ROLLER WINDOW, IMPACT N OWIttlit HR770 •M NTS e"e 10 + 11 •yBN,. 4127-10 e.- G PRODUCT REVISED as cetuplymmg with 61e Floods Building Code Accepteeec No IC0-0 Ex 'ration Date-�� A. LYNN MILLER P.E. P.E.# 58705 21 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • MIN. 3.4 KSI CONCRETE 1x WOOD BUCK, NOTE 3 1 3/4" MIN. E.D. TYP. •f 1" MIN. EDGE NOTE 1 �gm 7 �� 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS �r 1/4" THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR MAX. MAX. /4" J CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF SHIM SHIM WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. CONCRETE WOOD ANCHOR, ANCHOR, 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM NOTE 1 DETAIL A NOTE 2 DETAIL B OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A TYPICAL FLANGE FRAME HEAD SECTIONS #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 2x WOOD BUCK, NOTE 3 1 3/8" MIN. 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. 1 /4" MAX. 113/8" MIN. WOOD ANCHOR, NOTE 2 2x WOOD BUCK, NOTE 3 DETAIL E CONCRETE ANCHOR, NOTE 1 1/4" MAX. SHIM - CONCRETE ANCHOR, NOTE 1 1x WOOD BUCK, NOTE 3 DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS MIN. 3.4 KSI 1^ CONCRETE limed ar. 1/4" MAX. SHIM NOTE 1 I 1 3/4" MIN. E.D. TYP. DETAIL C 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE-FLEX WITH #12 TRIMFIT HEAD. 1 1/4" MIN. (1.5 KSI CMU) o OR PER NOTE 1 ' (3.4 KSI CONCRETE) 1 3/4" ] EXTERIOR INTERIOR -1 MIN. E, TYP. —T SEE NAILING j INTERIOR (JAMB DETAILS E, F & I) EXTERIOR WOOD ANCHOR, NOTE 2 1/4" MAX. SHIM1 1 3/8" MIN. 1." MIN. EbGE 2x WOOD - BUCK, DETAIL D NOTE 3 TYPICAL FLANGE FRAME SILL SECTIONS Rowdily: Dab: ota Anklenc ova By: F.K Dew 2/2&418 a.daeB J.J. orx 3@3ADB SEE NAILING •• ••• • • • • • • • •• • • • • 2-1/"tAIN. galtD 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. 2-1/2" MIN. EMBEDMENT 5/8" MIN. EDGE DETAIL H (HEAD) NAILING .131 DIA. MIN. x 2 1/2" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & I. /8" MIN. EDGE •• 2-1/2" MIN. — • • • DETAIL G (SILL) DETAIL I (JAMB) • • • • • TYPICAL IpITEGRQL FIN FRAME SECTIONS • - • • 1.— 5/8" MIN. L SEE NAILING • 107D TECHNOLO 1�RIVE N. VENICE, F17J PBO .O. X 1528 NOKOMIS, FL 34274 • Visibly Better •ANCIVVAOE:)ETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ar+esr HR710 asp Half Orr 11 + 11 �+aroxn 4127-10 PRODUCT REVISED us oempiyiog with the Florida Building Code . cceptaoce No I G"O 14.13 Expiration Data 202' I4odoc • A. LYNN MILLER, P.E. P.E.# 58705 • • I • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • •