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WS-16-2013Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit NO. WS -7-16-2013 Permit Type: Windows/Shutters P111 it ark Classification. Winnow/Door Replacer Permit Status: APPROVED Issue Date: 7/27/2016 Expiration: 01/23/2017 Parcel Number Applicant 621 NE 92 Street Number: 2-A Miami Shores, FL 1132060430020 Block: Lot: ELSA BRUGUES Owner Information Address Phone Cell ELSA BRUGUES 621 NE 92 Street MIAMI SHORE FL 33138-2956 Contractor(s) Phone CeII Phone PROTECTIVE SHUTTERS & WINDOW; (954)987-1684 Valuation: $ 6,100.00 Total Sq Feet: 100 Type of Work: REPLACING 6 OLD WINDOWS WITH NEW IM No of Openings: 6 Additional Info: Classification: Residential Scanning: 4 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Plan Review Fee (Engineer) Scanning Fee Technology Fee Amount $4.20 $2.40 $2.40 $1.40 $160.00 $80.00 $12.00 $5.60 Total: $268.00 Pay Date Pay Type Amt Paid Amt Due Invoice # WS -7-16-60648 07/27/2016 Credit Card $ 268.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Structural 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 AFFI IT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction d zon g. Futhermore, I authorize the above-named contractor to do the work stated. Aufl-iorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy July 27, 2016 Date July 27, 2016 1 Miami Shores Village REcMATED Building Department JUL 19 2016 10050 N.E.2nd Avenue, Ivlianni Shorey_ Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT A.PPLICA.TION Permit Type: UXLDING JOB ADDRESS: 621 NE 92 Street #2A FBC. 20 /L/� Permit No. 1212c1(2643 Master Permit No. ROOFING City: Miami Shores Folio!Parccl#: 11-3206-043-0020 County: Miami Dade Zip: 33153 Ts the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder):Elsa Brogues Address:621 NE 92 Street #2A Phoneih: 3os zoi 9-73) City: Miami Shores Tenant/Lessee Name: Email: State Zip: 33153 Phone,: CONTRACTOR: Company Nance: Protective Shutters Address: 5780 SW 25th Street Bay #4 City: West Park Qualifier Name: Gustavo Torres (Or Y I •) 1. indows1lnc State: FL Stain Certification or Registration #: SCC131151481 Contact Phanci#: ibne : 954-987-1684 one#: Zip: ; 3023 Certificate of Competency tt: Email Address; psi96@bellsouth.net DESIGNER: ArchitecUEngineer: Phone#: Value of Work for this Permit: $ $6100 Square/Linear Footage of Work:100 Type (If Work: UAddition ❑Alteration ❑NewiRepaireReplace DDernalition Description of W'urk: Replace (6) old windows with New "Impact Windows" Color thrit tile: *****f*******r***•*•r:ka:*a:'.•t. ************Fees***** ***t**?:* +;•;******t •*Z—.... a:1::,,* :t******* Submittal Fee $ Permit tee $ "6 ( - e CCF $ �t Scanning Fee S /02- U (9 Radon Free S c2 el() DBPR $ . /0' CO/CC s Bond $ Natary $ TrainingtEdncation Fee 5 • O 'Technology Fee $ C Double Fee 5 Structural Review S SO- t9 TOTAL FEE NOW DUES b %S - C ti ' 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 1vork will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit trust 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 1IAY 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: .4s a condition to the invert of a building permit with an estin aicil value exceeding S2500, the applicant must .promise in good fttiih that a cops' of the notice of commencement and conslructirin lien law brochure will be delivered to the person whose property is subject to attachment. Also, e cert fed 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 ir'ill not be approved and 0 reinspection fee will be c/1w ed. Signature Signawr Owner or Agent Contractor II The foregoing instrument was acknowledged before me thig The foregoing instrument was acknowledged beforeme this C wt day of CJSlux- , . 20 2 , by �. i L . w day of , 2U% by (ilk 0 Iry . who is personally known to me or who ha As ide NOTARY PUBLIC: Sign: Print: My Commission Expires: who is personal(v known to me or who has produced ti. ROSA Y SANCHEZ Notary Public- State of Florida My Comm. Expires Jun 2, 2017 Commission 1 FF 017714 as iden NOTARY PURL' I Sign: Print: My Commission Expires: ROSA Y SANCHEZ Notary Public - State of Florida My Comm. Expires Jun 2, 2017 C.,omission 1 FF 017714 *!:,r*** *,•*****************1't* ********* **k****r,..r,s,,.;•**?:*::•r.a *, *, Y,:**********f.,a:?•;•***,e,**4:;;A-4.,.;,.*.;•;.r.**e;* *: y r ;y* * APPROVED BY 1 1449 tA4a Plans Examiner Zoning Stnuhtral Review (Revisal !2'2012)(Reve,ed:1;l2.2rt12) )(Revised 061D.'2009)(Revised 3:) 51t)9)()(evisol 7 10;2007) Clerk Shores Plaza West Condo P.O. Box 530428 Miami Shores, Fla. 33153-0428 (305) 692-9054 Date: May 27, 2016 To: Protective Shutters Windows, Inc. Re: Installation of six (6) windows This letter serves as permission from the Shores Plaza West Condominium, Inc. for , you to install new high impact windows in Apartment 2A at 621 N.E. 92' St/. Miami Shores, Fla. It is owned by Elsa Brugues. Several of the units at the condo have already done so. We ask that the windows you are to install meet the same architectural appearance as our regular windows and that proper permitting be obtained from Miami Shores Village Building and Zoning. ely lin S. Kilpatrick'resi. e ores Plaza West 1 ondomini ssociation., Inc. PROTECTIVE SHUTTERS & WINDOWS, INC. 5780 SW 25th St. Bay #4 West Park, FL 33023 SCC # 1311 514 81 Dade: 305-222-6090 • Broward: 954-987-1684 Fax: 954-987-8882 E-mail: psi96@bellsouth.net CUSTOMER NAME E 1 S e.-. R ;—i.)3 u e..—S JOB ADDRESS SL. . BILLING ADDRESS (3 i Ni - 9:? s4 A mf,,,.,-:. S1kor.s, FL TELEPHONE (30v) .3(:> t - X73 i OTHER PHONE We propose to furnish and install the following: PROPERTY OWNER UNIT NO. PRODUCT CODE DOOR WINDOW ROOM ACTUAL OPENING SIZE WIDTH & HEIGHT COLOR SELECTION PROFILE FRAME SPECIAL INSTRUCTIONS t 1-1 2 ./ 1_,„1,,,,..5 £'co.., .7s, x S o C /c.f.- C /a.ss An a d..l uw, . : wyg-s.c4 a t,12 y D1 n i .,,s Q,�,.,, 7 y k S o ,, E., `, 3 t R. ✓ B... sed 4•-. 3 LtxSo r, y ti Li 1-L 12 3�1.r-6*0.v. 3 tl k So r, t., ti C t.4- ft. / 6I..1LriSD.,, t g x33 0bsc.Lire- t4 R ✓ e5..rOO, 7 ti t( s0 Cfu...,- G&; .., " 1\-/, L : 411 (..A.),,, [C[xvs 3 1 / r'-tc Jr, 4 ex rS�, -►� ra.lrt... ( ( ia,��, .4' / 5 e,1/W1e-m J 1.306-0.0-5 42 r` -ii. 8,, i ''r1 vvo C7o /3 r' Py,,-1it(ill a. TOTAL Rear Indicated by number counter clockwise ® Omit FIRST FLOOR Special Instruction: ?c• -i rv.ei1 -jL c Is electrical labor for motor and switch installation by Protective Shutters and Windows, Inc. included in this price? YES I I NOS(' is high work required? YES I I NO lie Floor of Building i . I have received a copy of "Notice of Consumer rights Under the Construction Industry Recovery Fund" as required (initials). Contract date valid when all documents from association and/or owner are approved. (Surveys, Floor plans, Condo Approval etc...) �� (initials). TERMS OF PAYMENT: BALANCE OF PAYMENT DUE UPON INSTALLATION. When building codes require a final building inspection or if an electrical connection by Protective Shutters and Windows, Inc. is required, a maximum of ten percent (10%) of the contract amount may be retained pending comple- tion. Purchaser agrees to a late fee equal to 1s)% per month on the unpaid portion of the purchaser price from the date of installation by the installer to the date of payment. OWNER OF PROPERTY? YES fkf. NO I I (If no, fill in the owner's name and address in space provided at top of form.) Products are to be installed on the premises situated in �J , (� County, State of P f. o r-, c,( .,owned by purchaser and described as" Lot Block Sub Division Folio # / %— 3.a O (j- O v3- 00.O "This is a home solicitation sale, and if you do not want the goods or services, you may cancel this agreement by providing written notice to the seller in person, by telegram, or by mail. This notice must indicate that you do not want the goods or services and must be delivered or postmarked before midnight of the third business day after you sign this agreement. If you cancel this agreement, the seller may not keep all or part of any cash down payment." EXECUTED IN THREE COPIES, ONE COPY OF WHICH WAS DELIVERED TO, AND RECEIPT IS HEREBY ACKNOWLEDGED BY BUYER. THIS 7-s— DAY OF . . _ 20 Rear Indicated by number counter clockwise ® Omit Front SECOND FLOOR TOTAL AMOUNT OF CONTRACT DEPOSIT CK # / v 4.3 BALANCE $G /on $ 310S-0 $3,'o sa Installation to begin in approximately 4 . to weeks from date of receipt of deposit. There is only an estimated time you will be contacted to schedule the actual installation date. Permit ✓ NOC 7. City Fees Engineering Yh'J Uro --t C 11 4-) - (X) (Sesman) (Purchaser Sign Here) (Accept e9 & Approved) ORDER NO 2122 (Purchaser Signign Here) Property Search Application - Miami -Dade County Page 1 of 3 IMPORTANT MESSAGE When buying real estate property, you should not assume that property taxes will remain the same. Whenever there is a change in ownership, the assessed value of the property may reset to full market value, which could result in higher property taxes. Please use our Tax Estimator to approximate your new property taxes. The Property Appraiser does not send tax bills and does not set or collect taxes. Please visit the Tax Collectors website directly for additional information. Address Owner Name Subdivision Name Folio SEARCH: Brugues, Elsa Back to Search Results PROPERTY INFORMATION Folio: 11-3206-043-0020 Sub -Division: SHORES PLAZA WEST CONDO Property Address 621 NE 92 ST UNIT 2A Miami Shores. FL 33138-2956 Owner ELSA BRUGUES Mailing Address 621 NE 92 ST #1A MIAMI SHORES, FL 33138-2956 Primary Zone 3000 MULTI -FAMILY - GENERAL Primary Land Use 0407 RESIDENTIAL - TOTAL VALUE : CONDOMINIUM - RESIDENTIAL Bedsl Baths/Half 0/0/0 Floors Living Units Actual Area Living Area 795 Sq.Ft Adjusted Area 795 Sq.Ft Lot Size 0 Sq.Ft Year Built 1949 Featured Online Tools Comparable Sales Glossary Non -Ad Valorem Assessments Tax Comparison Tax Estimator TRIM Notice PA Additional Online Tools Property Taxes Value Adjustment Board Property Record Cards Report Discrepancies ASSESSMENT INFORMATION 0 BENEFITS INFORMATION 2016IMPORTANT NOTICE: The assessment and exemption values currently shown are preliminary and are subject to change until they are certified on July 1. Year 2016 2015 2014 Land Value $0 $0 50 Building Value $0 50 $0 Extra Feature Value $0 $0 $0 Market Value 5109.704 $91.420 $87,070 Assessed Value 568,167 $61,970 $56,337 Property Search Help Report Homestead Fraud Benefit Type 2016 2015 2014 Non -Homestead Cap Assessment Reduction $41,537 $29,450 $30,733 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). FULL LEGAL DESCRIPTION http://www.miamidade.gov/propertysearch/ 6/28/2016 TA OF FLORIDA TMENT OF BUSINESS AND PROFESSIONAL REGULATION UCTION INDUSTRY LICENSING BOARD 194 \ NO" TH MONROE STREET TAL ' HA' SEE FL 32399-0783 r TORRES, GUSTAVO JR PROTECTIVE SHUTTERS & WINDOWS, INC. 7750 NW 5TH STREET PEMBROKE PINES FL 33024 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! RICK SCOTT, GOVERNOR LICENSE NUMBER ,SCG1 1.151481 DETACH HERE (850) 487-1395 STATE OF FLORIDA DEPARTMEN F, BUSINESS AND PROFESS SIONA IY,EGULATION SCC131151481 • _ • SU .. -09/20/2015 ;€ CERTIFIED S t" '' C -O RT.OR TORRES;".GU ,A.11�ry s n. z F�ROTECTIVE�S t TERS` NI3QWS,.INC ti SPECIALTY STRle ACTOR k. JS,.CE.RTIFIED under the•provisions"of Ch.489 FS. yk.,_=.Expiration'date^.AUG31;•2016,"•.. _ _„ .L1509200002984 KEN LAWSON, SECRETARY STATE OFFLORIDA, DEPARTMENT OF. BUSINESS AND PROFESSIONAL. REGULATION -CONSTRUCTIQN.INDUSTRY•L'ICENSING•BOARD ' ,`_• .The:SPECIALTY STRUCTURE.CONTRACTOR,- .Named belowIS:CERTIFIED;_... - ~ , Under the provisions of Chapter 489 ES Expira Ion.-date:AUG.:31, 201:6. -TORRES GUSTAVO JR: PROTECTI,VE-S UTTER ')A 7750 NW 5TF T .E ~= • _':'- PEMBROKE':PIKES x33024 +'y 000497 .S1 il.i� iaml D ade,� County, ;State of • THIS IS `-NOT A.BILL ;BUSINESS NAME/LOCATION_ PROTECTIVE.SHUTTERS &UVINDOWS''INC DOINC'BUSINESSAK) DADE'COUNTY OWNER PROTECTIVE SHUTTER & WINDOWS GUSTAVO TORRES QU/ FIER Vl orker(sj 4 `Y This Locai Business T p y onnrms paymentot the Local Business Tax. The Receipt is not a license, permit; ora certification' of the holders qualifications •to do bu siness. Holder must complywith any governmental • or nongovernmental regulatory laws:and requirementsyihlch app7y to the business:, RECEIPT.NO. • RENEWAL. �,�.6567�524• Must be dlsplayed'at place of bus,In`ess . Pursuant toCounlyCode Ch'apter:8A = Art:`9 & 10 SEC. TYPE OF BUSINESS INC 196 SPECIALTY 8UILDINv.CONTRACTOR PAYMENT;RECEIVED BY TAX COLLECTOR SCC131161481 • 4;4:'''''''' , «$82.50 r>10/19/201'5'". Y;. -, REDITCQRD-16--002145-. xRecei t oil • ACORD- CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 07/1812016 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). PRODUCER Freeway Insurance Florida #51 6129 Stirling Rd Davie, FL 33314 Phone (954) 358-2129 Fax (954) 358-2130 CONTACT NAME: a/c No. Ext): (954) 975-5555 FAX No): (954) 978-9991 ADDRESS: blickteig@freewayinsurancefl.com INSURER(S) AFFORDING COVERAGE NAIC p INSURERA: Federated National Insurance Company 10790 INSURED Protective Shutters & Windows, Inc. 5780 SW 25th St Bay 4 West Park FL 33023 INSURER B : 10/27/2015 INSURER C : EACH OCCURRENCE INSURER D PRS cED PREEMMISEISES ((Eaa occurrence) INSURER E : MED EXP (Any one person INSURER F : • COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDLSUBR (NSR WVD POLICY NUMBER POLICY EFF (MM/DDIYYYY) POLICY EXP (MM/DD/YYYY) LIMITS A [J COMMERCIAL GENERAL LIABILITY ElCLAIMS-MADEQ OCCUR NI N N GL050401390900 10/27/2015 10/27/2016 EACH OCCURRENCE $ 1,000,000.00 PRS cED PREEMMISEISES ((Eaa occurrence) $ 100,000.00 MED EXP (Any one person $ 5,000.00 • PERSONAL &ADV INJURY $ 1,000,000.00 GENII AGGREGATE LIMIT APPLIES PER: 0 POLICY • JEC7 ❑ LOC GENERAL AGGREGATE $ 2,000,000.00 PRODUCTS - COMP/OP AGG $ 2,000,000.00 • OTHER $ AUTOMOBILE LIABILITY • ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ HIRED AUTOS NON -OWNED ❑ In AUTOS ❑ . PROPERTY DAMAGE (Per accident) $ $ ❑ UMBRELLA LIAB ❑ OCCUR ❑ EXCESS LIAB II CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ • DED • RETENTION $ $ WORKERS COMPENSATIONIII AND EMPLOYERS' LIABILITY Y 1 N ANY PROPRIETOR/PARTNER/EXECUTIV$� N I A PER• KH - STATUTE ER E.L. EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? I (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - EA EMPLOYE $ E.L. DISEASE -POLICY LIMIT g DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space is required) License # SCC131151481 Job: Replacing 6 windows Job Address: 621 NE 92nd Street Apt.#2A Miami Shores, FL 33153 CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, FI 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 ACORD 25 (2014/01) QF © 1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Report Viewer ;11013% j Page 1 of 1 JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION • ` CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW ` 4 CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: PERSON: TORRES FEIN: 474386109 BUSINESS NAME AND ADDRESS: PROTECTIVE SHUTTERS & WINDOWS, INC 10/19/2015 7750 NW 5TH STREET PEMBROKE PINES FL 33024 SCOPES OF BUSINESS OR TRADE: DOOR AND WINDOW INSTALLATION EXPIRATION DATE: 10/18/2017 GUSTAVO Pursuant to Chapter 440 05(14). F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440 05(12), F.S.,Certificates of electron to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S , Notices of election to be exempt and certificates of election to be exempt shall be subject 10 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 requnements of this section for issuance of a certificate. The department shall revoke a DFS-F2-OWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS? (850)413-1609 https://apps8.fldfs.com/crreportviewer/reportViewer.aspx?data=kdvpginc9D7Q3gH6TER... 10/19/2015 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: � wner State of Florida County of Miami -Dade The foregoing was acknowledge before me this By cis,5.{- tue S 1).L Notary: SEAL: Aeio $. day of who is personally known to me or has produced as identification. 'A',;;%,, ROSA Y SANCHEZ `": Notary Public - State of Florida Th : 84 My Comm. Expires Jun 2, 201' 40'Commission FF 017714 ( OF ,. �_u•• ,,,,,,,,,, Protective Shutters & Windows, Inc. 5780 SW 25th Street #4 West Park, FL 33023 Date: 7/11/16 State of Florida County of Dade Before me this day personally appeared Gustavo Torres, who being duly sworn, deposes and says: That he or she will be the only person working on the project located at: 621 NE 92 Street #2A Miami Shores, FL 33153 Sworn to (or affirmed) and subscribed before me this 114A day of-c� 20 1 (o, by Catu S-ivO—I—Dr r2S . Personally known Or Produced Identification Type of Identification Produced LDi_ Print, Type or Stamp Name of Notary rs ROSA Y SANCHEZ Notary Public - State of Florida .. vg My Comm. Expires Jun 2, 2017 0 %;;o�� Commission # FF 017714 Opening Size (WxH) 1. Impact Window (Living Room ) NOA 15-0519.09 2. Impact Window (Dining Room) NOA 15-0519.09 3. Impact Window (Bedroom) . NOA 15-0519.09 4. Impact Window (Bedroom) NOA 15-0519.09 5. Impact Window (Bathroom) NOA 15-0519.09 6. Impact Window (Bedroom) NOA 15-0519.09 74 x 51 74x51 36 x 51 36 x 51 18 x 38 74 x 51 Mean Roof Height 22' • • • • • •• • Rear of Building • ••• •••• ••• • • • • • • • • �• • • • • • • •• • • E •••• • • • • •••• • • • ••• • • • •••mo •cE • YCi • H fn Ey) :Va.: •� N m rn 0 Z W N c COPYRIGHT GTEMPEST.COM SCALE: NOT TO SCALE DATE: Jun 28, 2016 PAGE DESCRIPTION: Site Plan PAGE: 1 OF 1 06/30/2015 - 2:51 pm gabriels V:\Projects\_2014-MPS\400 Wind Charts\_Reference\00-MPS14-400 Series C&C (Current).dwg 5th ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean Roof DESIGN PRESSURES (PSF) - ZONE 4 Tributa Area 5. Ft Height 10 15 20 25 30rillirressiid.,_50 35 40 45 50 "" -63.1 -51.1 -49.9 -49.0 -48.3 -47.7-•..3.'^•x.2 -54.6 -53.9 -53.2 +47.1 0 - 15 ft +47.1 +45.9 +45.0 +44.3 +43.8 +• .3-_' w: 16 ft -64.0 16 ft -51.8 -50.6 -49.7 -49.0 -48.4 -,*.9 4 .1 r'' +46.5 +47.8 +46.5 +45.6 +44.9 +44.4 +• ,9..,• +42.8 3.1 })1 4t'j 17 ft -52.5 -51.2 -50.3 -49.6 -49.0 -48. - ry • '.4 +47.1 +48.4 +47.1 +46.2 +45.5 +44.9 +44.4 +44.0 "•.i . • 3.3 18 ft -53.1 -51.8 -50.9 -50.2 -49.6 -49.1 -48.7 -48.3 -48.0 +47.7 +49.0 +47.7 +46.8 +46.0 +45.5 +45.0 +44.6 +44.2 +43.8 19 ft -53.7 -52.4 -51.5 -50.8 -50.2 -49.7 -49.3 -48.9 -48.5 +48.2 +49.5 +48.2 +47.3 +46.6 +46.0 +45.5 +45.1 +44.7 +44.3 20 ft -54.3 -53.0 -52.0 -51.3 -50.7 -50.2 -49.8 -49.4 -49.1 -65.1 +49.2 +50.1 +48.7 +47.8 +47.1 +46.5 +46.0 +45.6 +45.2 +44.8 21 ft -54.9 -53.5 -52.6 -51.9 -51.3 -50.7 -50.3 -49.9 -49.6 +49.7 +50.6 +49.2 +48.3 +47.6 +47.0 +46.5 +46.0 +45.6 +45.3 22 ft -55.4 -54.1 -53.1 -52.4 -51.8 -51.2 -50.8 -50.4 -50.1 +50.2 +51.1 +49.7 +48.8 +48.0 +47.4 +46.9 +46.5 +46.1 +45.7 23 ft -55.9 -54.6 -53.6 -52.9 -52.2 -51.7 -51.3 -50.9 -50.5 +50.6 +51.6 +50.2 +49.2 +48.5 +47.9 +47.4 +46.9 +46.5 +46.2 24 ft -56.4 -55.1 -54.1 -53.3 -52.7 -52.2 -51.7 -51.3 -51.0 +51.1 +52.0 +50.6 +49.7 +48.9 +48.3 +47.8 +47.3 +46.9 +46.6 25 ft -56.9 -55.5 -54.6 -53.8 -53.2 -52.6 -52.2 -51.8 -51.4 +51.5 +52.5 +51.1 +50.1 +49.3 +48.7 +48.2 +47.7 +47.3 +47.0 26 ft -57.4 -56.0 -55.0 -54.2 -53.6 -53.1 -52.6 -52.2 -51.9 +51.9 +52.9 +51.5 +50.5 +49.8 +49.1 +48.6 +48.1 +47.7 +47.4 27 ft -57.8 -56.4 -55.4 -54.7 -54.0 -53.5 -53.0 -52.6 -52.3 -69.6 +53.3 +51.9 +50.9 +50.2 +49.5 +49.0 +48.5 +48.1 +47.7 28 ft -58.3 -56.9 -55.9 -55.1 -54.5 -53.9 -53.4 30 ft 2_2_ -70.1 +53.7 +52.3 +51.3 +50.5 +49.9 +•..-•. -61.6 •:. 5 + .'1" +52.1 -58.7 -57.3 -56.3 -55.5 -54.9 -5•.3` i -74.0 .+ 1 29 ft +54.1 +52.7 +51.7 +50.9 +50.3 +• 7.,"� +53.8 +52.8 +52.0 +51.3 -59.1 -57.7 -56.7 -55.9 -55.2 -5•.7 -72.4 -70.3 :8 -67.4 30ft +54.5 +53.1 +52.1 +51.3 +50.6 + ).1 9:5., 9.2.8: +51.7 +51.2 -60.0 -58.5 -57.5 -56.7 -56.0 -5 . •R -68.1 :-"° 32 ft +55.3 +53.8 +52.8 +52.0 +51.3 +50.88 +50 ' 19.5 35 ft -61.1 -59.6 -58.6 -57.7 -57.1 -56.5 -56.0 -55.6 -55.2 -67.9 +56.3 +54.8 +53.8 +53.0 +52.3 +51.7 +51.2 +50.8 +50.4 40 ft -62.8 -61.3 -60.2 -59.4 -58.7 -58.1 -57.6 -57.2 -56.8 -69.4 +57.9 +56.4 +55.3 +54.5 +53.8 +53.2 +52.7 +52.3 +51.9 45 ft -64.4 -62.8 -61.7 -60.9 -60.2 -59.6 -59.1 -58.6 -58.2 -70.8 +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53.2 50 ft -65.9 -64.3 -63.1 -62.2 -61.5 -60.9 -60.4 -59.9 -59.5 -72.1 +60.7 +59.1 +58.0 +57.1 +56.4 +55.8 +55.2 +54.8 +54.4 55 ft -67.2 -65.6 -64.4 -63.5 -62.8 -62.1 -61.6 -61.1 -60.7 +61.9 +60.3 +59.2 +58.3 +57.5 +56.9 +56.4 +55.9 +55.5 60 ft -68.4 -66.8 -65.6 -64.7 -63.9 -63.3 -62.7 -62.3 -61.8 +63.1 +61.4 +60.2 +59.3 +58.6 +58.0 +57.4 +56.9 +56.5 In m z STt'-tISd14-00 COPYRIGHT ENGINEERING EXPRESS© REMARKS DRWN CHKD DATE INIT ISSUE GSS TSB 03/05/12 REV -ADJUSTED HEIGHTS GSS TSB 04/09/12 REV 2014 FBC DGM TSB 06/10/15 THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF ENGINEERING EXPRESS. ALTERATIONS, ADDmONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. EXTERIOR ZONE 5 PRESSURES Mean RoofTributary DESIGN PRESSURES (PSF) - ZONE 5 Area (5q Ft) ight 10 15 20 25 30 35 40 45 50 0 -15 ft -63.1 -60.6 -58.8 -57.5 -56.4 -55.4 -54.6 -53.9 -53.2 +47.1 +45.9 +45.0 +44.3 +43.8 +43.3 +42.9 +42.5 +42.2 16 ft -64.0 -61.4 -59.7 -58.3 -57.1 -56.2 -55.3 -54.6 -54.0 +47.8 +46.5 +45.6 +44.9 +44.4 +43.9 +43.5 +43.1 +42.8 17 ft -64.8 -62.2 -60.4 -59.0 -57.9 -56.9 -56.1 -55.3 -54.7 +48.4 +47.1 +46.2 +45.5 +44.9 +44.4 +44.0 +43.6 +43.3 18 ft -65.6 -63.0 -61.1 -59.7 -58.6 -57.6 -56.7 -56.0 -55.3 +49.0 +47.7 +46.8 +46.0 +45.5 +45.0 +44.6 +44.2 +43.8 19 ft -66.3 -63.7 -61.8 -60.4 -59.2 -58.2 -57.4 -56.6 -55.9 +49.5 +48.2 +47.3 +46.6 +46.0 +45.5 +45.1 +44.7 +44.3 20 ft -67.0 +50.1 -64.4 +48.7 -62.5 +47.8 -61.1 +47.1 -59.9 +46.5 -58.9 +46.0 -58.0 +45.6 -57.2 +45.2 -56.6 +44.8 21 ft -67.7 +50.6 -65.1 +49.2 -63.2 +48.3 -61.7 +• '. -60.5 2. .0 • ...6 +46.•':'s•;: -57.8 -57.1 +45.3 (68:4 -65.7 -63.8 - 3 2r .4 -57.7 451.1 +49.7 +48.8 + .0L -.-..t, 4 6.1 +45.7 23 ft -69.0 -66.3 -64.4 -•'F 9fI.1 �7"�� 66 '6 / 7 9.0 -58.2 +51.6 +50.2 +49.2 +• :.51 . 7 9..'117.4 +pt. •'�.. +46.2 24 k -69.7 -66.9 -65.0 -6 . - **-4/-• ..3 ". -58.8 +52.0 +50.6 +49.7 +48.9 +48.3` • .•- • 7.3 +46.9 +46.6 25 ft -70.3 -67.5 -65.5 -64.0 -62.8 -61.7 -60.8 -60.0 -59.3 +52.5 +51.1 +50.1 +49.3 +48.7 +48.2 +47.7 +47.3 +47.0 26 ft -70.8 -68.0 -66.1 -64.5 -63.3 -62.2 -61.3 -60.5 -59.8 +52.9 +51.5 +50.5 +49.8 +49.1 +48.6 +48.1 +47.7 +47.4 27 ft -71.4 -68.6 -66.6 -65.1 -63.8 -62.7 -61.8 -61.0 -60.2 +53.3 +51.9 +50.9 +50.2 +49.5 +49.0 +48.5 +48.1 +47.7 .>/8 ft ,.,. -72.0 +53.7 -69.1 +52.3 -67.1 +51.3 -65.6 +50.5 -64.3 +49.9 -63.2 +49.4 -62.3 +48.9 -61.4 +48.5 -60.7 +48.1 29 ft -72.5 -69.6 -67.6 -66.0 -64.8 -63.7 -62.7 -61.9 -61.2 +54.1 +52.7 +51.7 +50.9 +50.3 +49.7 +49.3 +48.8 +48.5 30 ft -73.0 -70.1 -68.1 -66.5 -65.2 -64.1 -63.2 -62.3 -61.6 +54.5 +53.1 +52.1 +51.3 +50.6 +50.1 +49.6 +49.2 +48.8 i -74.0 -71.1 -69.0 -67.4 -66.1 -65.0 -64.0 -63.2 -62.4 32 ft +55.3 +53.8 +52.8 +52.0 +51.3 +50.8 +50.3 +49.9 +49.5 35 k -75.4 -72.4 -70.3 -68.7 -67.4 -66.2 -65.3 -64.4 -63.6 +56.3 +54.8 +53.8 +53.0 +52.3 +51.7 +51.2 +50.8 +50.4 40 ft -77.6 -74.5 -72.3 -70.7 -69.3 -68.1 -67.1 -66.2 -65.4 +57.9 +56.4 +55.3 +54.5 +53.8 +53.2 +52.7 +52.3 +51.9 45 ft -79.5 -76.4 -74.2 -72.4 -71.0 -69.8 -68.8 -67.9 -67.1 +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53.2 50 ft -81.3 -78.1 -75.8 -74.1 -72.6 -71.4 -70.4 -69.4 -68.6 +60.7 +59.1 +58.0 +57.1 +56.4 +55.8 +55.2 +54.8 +54.4 55 ft -82.9 -79.7 -77.4 -75.6 -74.1 -72.9 -71.8 -70.8 -70.0 +61.9 +60.3 +59.2 +58.3 +57.5 +56.9 +56.4 +55.9 +55.5 60 ft -84.5 -81.1 -78.8 -77.0 -75.5 -74.2 -73.1 -72.1 -71.3 +63.1 +61.4 +60.2 +59.3 +58.6 +58.0 +57.4 +56.9 +56.5 WIND VELOCITY = 175 MPH (-EXPOSURE-1C'} ENCLOSED STRUCTURE,rFLATTERRAIN INSTRUCTIONS FOR TABLE ORST CASE' PRESSURES. 'WORST CASE' IS WN VARIABLE AS DESCRIBED BELOW. ITH THESE TABLES. ROOF HEIGHT AS LIMITED ABOVE. . APPLICABLE REDUCTIONS FOR ROOF SLOPES INEER AS A SITE SPECIFIC CONDITION. OF HEIGHT. IF THE MEAN ROOF HEIGHT T. LE VALUE OR CONSERVATIVE ASSUMPTION. OP NING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) M ' I -::Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD THE SPAN LENGTH (HEIGHT° / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 1. TABLES ARE INTENDED TO DEFINED AS THE CRI USE OF CRITICAL CO 2. TABLES VALID 0 3. TABLES VALID F LESS THAN 10° SHA 4. IDENTIFY THE 8 CANNOT BE IDENTIF 5. ALWAYS ROUND !y.... 6. CALCULATE THE TRI.-"• USE: IMRH_<_ 60' BASED ON Kd = 1.0 GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. • • • • 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIN VELO ITY) FOR TINE WINDSPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE�IITI-1 S NTIAL FAC•ILRTIIS OR ASSEfI/W • • • OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FIA' TER&AIN USE,R16Y. T ESE TABLES • NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpi=+/11.1 ) FOR USE • WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE •I•It1{DIiECTI0NALITY F R) WITI • LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TAB S ARE FOR WALLS AND VERTICAL SURFACES ONLY. • 3. THESE CHARTS ARE NOT VALID WHEN SIGNED & RAISED ALID SEALED D BY FRANK LS A IFIE_ el 51� IONP.EH•SE TABLES ARE USE OF THESE TAB4. THIS LES S AND COINTENDED 1IONG WIND VBBE�L�OCITYY, XPOSUSWIND E9AND OTHER N COEFFICIENTS LISTE BUILDING DEPARTM VALUE USE IS OFFE 5. THIS SPECIFICA CERTIFICATION. RE APPROVALS FOR DE VALUES WHICH IS T 6. ADHERE TO ALL 7. NO CERTIFICATIO 8. EXCEPT AS EXPRESSLY P AFFIRMATIONS ARE INTENDED. 0NrLY•••• STED. VF8�II ED BY T E GOVERNING • • RPIAN1'YjOR APPLaCA)liILITY•OF TABL! • • • • ER ANY PRODUCT APPTt( 6 MILIEU IFB6i CRITERIA AN40THER M1 10N NIPAPPLICABILTTY OF THESE TABLE CCORDANEE WITH GOVERNING CODES TEM ORDINANCES} QF T E HOST STRUCTURE. LI ION�'L CERTIFICATIONS OR • • • a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, • • • WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. 5TH ED. FLORIDA BUILDING CODE (2014) ASCE 7-10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET ASCE 7-10 WALL ZONE FIGURES • • • • PEAK ROOF HEIGHT MEAN ROOF HEIGHT ISO IC ENGINEERING EXPRESS® CORPORATE OFFICE: 160 SW 12th AVENUE, SUITE 106 DEERFIELD BEACH, FL 33442 P: (954) 354-0660 F: (954) 354-0443 CERT OF AUTH #9885 E: HELLO@ENGINEERINGEXPRESS.COM ENGINEERINGEXPRESS.COM Shores Plaza West Condo P.O. Box 530428 Miami Shores, Fla. 33153-0428 (305) 692-9054 Date: May 27,2016 To: Protective Shutters .44 Windows, Inc. Re: Installation of six (6) windows This letter serves as permission from the Shores Plaza West Condominium, Inc. for you to install new high impact windows in Apartment 2A at 621 N.E. 92nd St/. Miami Shores, Fla. It is owned by Elsa Brugues. Several of the units at the condo have already done so. -We ask that the windows you are to install meet the same architectural appearance as our regular windows and that proper permitting be obtained from Miami Shores Village Building and Zoning. ely hn S. Kilpatrick ores Plaza West ondomini ..... . . . . . .. . ..••.• •. •• • . • • • • . • • . .. ... .. . • .. • ..• •. ••• • • •• • • • • • • •• •• ••• •• •••• •• •• • • . • • •• • • •• • • • •• •••• • •••• ••••••• • • • • •• •• • • •• • •• •• •••• •• •• •• • • • •• • •• • •• • •• • •••• •• • • • • ••• •• ••• •• • • • ••• •• • ssociation., Inc. PROTECTIVE SHUTTERS & WINDOWS, INC. 5780 SW 25th St. Bay #4 West Park, FL 33023 SCC # 1311 514 81 Dade: 305-222-6090 • Broward: 954-987-1684 Fax: 954-987-8882 E-mail: psi96@bellsouth.net CUSTOMER NAME C l s 3 v �S BILLING ADDRESS (a a r N Lx 9.? S4 4A.,Lj sham, FL /Vj c4 TELEPHONE (3ns) 30 I- 573 i OTHER PHONE We propose to furnish and install the following: JOB ADDRESS PROPERTY OWNER Sc�.k.e. UNIT NO. PRODUCT CODE DOOR WINDOW ROOM ACTUAL OPENING SIZE WIDTH & HEIGHT COLOR SELECTION PROFILE FRAME SPECIAL INSTRUCTIONS t 1-4 R ,/ 'Liu) .45 £..o.,., '7'Y k S C) C /cc% r / AS .4n 6 d. A/wkt . I rii p c.4 1 1.4a. ✓ Di et) Oefl •l 7 7 5 k O 'r t, ., is 14 R. ✓ ir_lr-o u •v. C7 k S-0 t t it ti I 5 14 g. -' ZtAt1ri1D.,. t 6. x33 db C,LIre- " �. tr. t4 R / 3e- .mo"... 711 S`) CLLe..r G/cs% " J\in K : 4-1/ W r., (4 dc..i S 3 4.:t..1 / rrtc.. 4 L 4 Pyr l s �! n� t I ar't t ,.. ( cj: c + r._,.� . .,. ,s �'�" / Payer, "J 160S-0, u;) / 02 'Li A,,,,,, -J 7i67 y�o o,2/3 rd Py.i a 6JO, (" TOTAL Rear Indicated by number counter clockwise ® Omit FIRST FLOOR Special Instruction: ?o -y IKei1 '� 1(5 /.,- Is electrical labor for motor and switch is high work required? YES I I NO .tie Recovery Fund" as required Rear Indicated by number counter clockwise ® Omit •• •••FrPRt • • • ••. • • SECUNU•F.:.QtFC •• • ••• • ••••• • - • •• ••• •• • • t, �.� 1 iL ,..: �o G.. : J eon. installation b?Mte/ive Shmt4ers and Window:, QMc:included in this price? YES I I NOY Floor of BuiIcflr • f • • I Cave rec�ivegf'a cctpypf "Notice of Consumer rights Under the Construction Industry (initials). Contract date valicfwherl all doetlhtentfrom association and/or owner are approved. (Surveys, Floor plans, Condo Approval etc...) ,� (initials). TERMS OF PAYMENT: BALANCE OF PAYMENT DUEVPON INSTALLS�TR�T. V9hen t uilding codes require a final building inspection or if an electrical connection by Protective Shutters and Windows, Inc. is rnquirrd,.a ri�aZil'%tlm ternpelcert (10%) of the contract amount may be retained pending comple- tion. Purchaser agrees to a late fee equal to 1.0°/. per trinthr tITA�urT�}ti 4c t on!of tl purchaser price from the date of installation by the installer to the date of payment. • • • • • • • • ••• • • OWNER OF PROPERTY? YES 14 NO I I (If no:fill is ti% Ur c name nd address in space provided at top of form.) • ,,.., .-. TOTAL AMOUNT OF CONTRACT DEPOSIT CK # / 43 BALANCE $ 31 OS -0 - $32-oSV Installation to begin in approximately h/ to weeks from date of receipt of deposit. There is only an estimated time you will be contacted to schedule the actual installation date. Permit City Fees J Engineering -✓ Yom/ Ufa., Cd.+ti�j.L DH . • • • • • • • •Products are to be installed on the premises situated in 0, d` • • • •County, State of P (o ,r—, e owned by purchaser and described as" Folio# 1/ -3.2404, -0Y3 -OO. O Lot Block Sub Division •• • • ••• • "This is a home solicitation sale, and if you, bo not want the Foods e, splices, you may cancel this agreement by providing written notice to the seller in person, by t�l4grain, or L, ma•I. This npticg•must indicate that you do not want the goods or services and must be delivered or postmarkbd bbfore mfcfnigfii of the third business day after you sign this agreement. If you cancel this agreement, the seller may not keep all or part of any cash down payment." EXECUTED IN THREE COPIES, ONE COPY OF VAIICIJ.14AS.RELIVERED•T0,•AND RECEIPT IS HEREBY ACKNOWLEDGED BY BUYER. THIS 7-s— DAY OF 20 • •• • • • • • • • • •• Art • • • • .a •.. • • fX) • • •• ( �lesman) / (Purchaser Sign Here) (X) Y 1 (Purchaser Sign Here) (Accept & Approved) ORDER NO 2122 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 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.- MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Rooin 208 T (786) 315-2590 F (786) 315-2599 www.miamidnde.gov/economy DESCRIPTION: Series "-HR-710"Aluminum Horizontal Rolling Window - L.M.I._ �--- — APPROVAL DOCUMENT: Drawing 437 71127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, with revision F dated 05/14/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING:_Large and Small Missile Impact Resistant 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 cotnply 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.gntirp.1'0A shall.be provided to the user by the manufacturer or its distributors and shall be availabld for insPeCtj¢n gt 1h1jqb :ite at the request of the Building Official. This NOA revises and renews Nbf1# 11-51e4.04'inj1•3 nstsks of this page 1 and evidence pages E-1 and .. ... E-2, as well as approval document mentronec�. above.. . . .. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMIDADE COUNTY APPROVED • ... .• .. •.. . . .. . • • • 7(z/I5 • . . . ... • . • • • • . • •.. • . • • . . • •.• •. . . ••• •• • • • • • • ••• • . • .•• • • • • ••• • • • • • • . • • • •. •. NOA No. 15-0519.09 Expiration Date: December 21, 2021 Approval Date: July 09 2015 Page 1 PGT Industries 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 F dated 05/14/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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 an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5330, dated 07/18/07, 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, 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) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 ..4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of 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) . ...•• . • • * • •. •• . • •• • • •. ••• •. • • . •• • e.• •• ••. • • •. . . • • • ••• • • 1 • • • • • • • . • • • • • • • • •• •• • • :i: • • • • :ii•.i •• • •• •• •• •• • • •••• • • Manuel P , P.E. Product Control : miner NOA No. 15-0519.09 Expiration Date: December 21, 2021 Approval Date: July 09 2015 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 05/14/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 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. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h Edition (2014), dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 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) G. OTHERS 1. Notice of Acceptance No. 11-1114.04, issued to PGT Industries for their Series "HR -710" Aluminum Horizontal Sliding Window - L.M.I., approved on 02/16/12 and expiring on 12/21/16. • •• ••. • • • • • •• • . • . • • • •• •.. •• • • • •• • ••• •. •••• • • •• •• ••• •• / Product Control );x�Sminer • • • • •• •• •• • • • • • t/ NOA No. 15-0519.09 • •• • . .•• • • • •• • • • ••• • Expiration Date: December 21, 2021 Approval Date: July 09 2015 a/gC/40 Manuel P , P.E. ••. • • • . •• -: • • • • • • • • • • • • • • • • • • .•• • • • • • . • • .• •• • • ••• • • •• .• ‘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, 5116" 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. 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 A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. /F\ B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 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'S ANSI/AF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL or SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZO•NE (HVHZ). •.. .•: : : ••• •• • e.. 9. FOR MSTALI:4T.IOQJ Q`I SH€AVPIx ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. •• ••• •• • • • •- Revd By: L.M. • ••• •• • • • • • • • •• •• • • da Defoe • • Revisions; 8/14/18 F• ••• • • • • • - • • • • NOA DRAWING MAP SIOZ 6 I -inr (KA A'T:-.m1- 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 with the Florida Building Code Acceptance No Lax iration Date 13y Miain • Ae• -o roduct Con • • • 51H ED17;014 (20 4) FBC UPDATE Revd By: J.J. Ode: 10/17/11 Revkknw E FBC 2010 CODE CHANGE Revd Bic J.R. Omen By: F.K. B✓2Q/11; 1/2" NOM. GLASS BITE A_ 60,61,62 1/8" ANNEALED OR HEAT STRENGTHENED GLASS _i .090 PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 5/16" LAMINATED GLASS N 1/2" NOM. GLASS BITE 1/2" NOM. GLASS BITE 06,67,68,69,70,7 4# 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16' LAMINATED GLASS ® or SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY EXTERIOR INTERIOR* (ALL SECTIONS) t 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED 5/16" OR 318" AIR SPACE 1/8" OR 3/16" ANNEALED OR TEMPERED GLASS •• • • �---13/16" NOM. •;1sli6;•t;43v1f e•GLASS W/ 5/16" LAMI • • • • • • • • • • • • •• ••• •• • • • •• 1/2" NOM. GLASS BITE (2,73,74,75,76,7 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 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 OR TEMPERED GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI AFOg ItJSFALLATIOII rItHE HVgIZAii0VE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. • Revd By: L.M. 0•b:• • • •8/14/19 RevYdu. F• RkVISED:UIJEI J,4YER MANUFACTURER Rrisel J.J. Aare: 10/17/11 Rev E NO CHANGE THIS SHEET Rend J.R. are.. • • • Q/2Q/11 Revisions , ,ADD ;D IQ CAP SO BE TEMPERED @ +30FT NOTE. Arewn By: F.K. Z' 4/Q8•• Sneaked iv, Oeb: • • •3ti x:• • • 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL34274 PGT Dgeofptione GLAZING DETAILS PRODUCT REVISED as complying with the Florida Building Code % 5-d51 cj Acceptance No —J Ex,iration Date IIIM IM 2 I By JAI, Miami ade Product Conti Mir ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better awlesikdit HR710 Full Shit 2 er 11 a.a*Q�a 4127-10 Rev. F 0 11111111 „\\\ •t ..... V M/i1� �,�� . •�•GEwS, •. 4 No. 5&705 7 • 2 I5 ►�I �� STATE e F�� 'C\ FC ORIDIN • 61k - A. LYNN kAII dF. P.E. P.E.# 58705 WINDOW GLASS WIDTH 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 1 -60.0 +60.0 1 -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 1 -60.0 +60.0 1 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 - 55.2 +52.3 I -52.3 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 1 -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 1 -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 UP TO 111" C,1 +60.0 -60.0 UP TO 111" D,E,F, J,K,L +75.0 -75.0 TABLE 2. XOX (113,113,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYP E WINDOW HEIGHT ALL HEIGHTS UP TO 63" /D\ 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 - 60.0 TO 86 7/16" D,E,F, J,K,L +75.0 - 75.0 TABLE 3. OX ANDIXO'FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 318" 48" 50 518" 54" 60" 63" \607\ A,B,G,H +75.0 -75.0 +75.0 -75.0 4+75.0 11: -7.5.Q +75.0 -75.0 +75.0 1 -75 0_, 1. +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 I -75.0 +74.2 -74.2 +70.2 1 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 r +75.0 I -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 y 74'j ,A,B,G,H +75.0 -75.0 I +75.0 i -75.0 +75.0 -75.0 +75.0 -75.0 t - 1'+75.0 1 -75.0 +75.0 -75.0 +68.1 ` -68.1 +63.8 1 -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 5/T6'LAMI - (1/8" A, .090,1/8" A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) •• ••• • • • • • •• C. 5/16" LOAM I -• f 1/$:':HS,:..(t9Q,178" HS) • • • • ••. • D. 7/16" LAM I•• f3%16i' A; 08d 341fi" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16:•l'AMI - (3,1 ' HjS, .090,;4114" 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 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 -118" 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) PRODUCT REVISED as complying with the Florida BuAcceptance coat Irj--Q ISI- Accrptance No „� r iration Date F7�� BY 1/1:41. .i-i�.e 1 - Miain Dade Product •,n 41 Rend BY L.M. Dere: • • • '8114/15 RevYivro:; F• NO CHANkE•Th113 §HEET Roved Hy: J.J. Deb: Revisions: E NO CHANGE THIS SHEET Rend By. J.R. Dote :••• .. 6,2c 11 Rovirtoso • /WEA10:CAP i0 BE TEMPERED +30FT NOTE. • • • •• Drmil By: F.K. Dere • • 2/41108 •3/23/06: • 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 IP GT Dosalpeav DESIGN PRESSURES Visibly Better rsu ALUM. HORIZONTAL ROLLER WINDOW, IMPACT serr•ra�e.t EaWc Sheet CinnviveM Rer HR710 NTS 3 a 11 4127-10 F \\,(NV lYN V v11 No. 53705 'i, '/ONRl_ A. LYNN 11L�R; P.E. P.E.# 58705 Arad By. L.M. 5 DL F L • • • DETAIL B - XOX (1/4-1/2-1/4) JJ A/ 1 V IVIM. Iy.. vV - vim. DLO FIXED f DLO VENT O C WIDTH I.F. FRAME --� 110" MAX. 111" MAX. WIDTH FLANGE FRAME Arad By. L.M. 5 DL F L • • • DETAIL B - XOX (1/4-1/2-1/4) JJ A/ 1 V IVIM. Iy.. vV - vim. DLO FIXED f DLO VENT C 63" M A ' 3/8" 1AX. D ALL XED TES O X — A 56" MAX. DLO VENTS ALL 62" I.F. FRAME ALL CONFIG. FLAN FRAI ALI CONF MAX. ii . •i . • • ••• • C `• •1; •.• : : ••• 73" MAX. WIDTH I.F. FRAME •• 0•1:L..._ 74" MAX. WIDTH FLANGE FRAME - •••• •• ••• • • • • • • •• ••• • •• • • • aa• •• X14/19 Ra iAna• F• [3ETAIL A - OX ORS OTj GE 1E IG. CCM 0.13 185 " MAX. WIDTH I.F. FRAME 86 7/16" MAX. WIDTH FLANGE7/16FRAME 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 as complying with the Florida Building Code 50 Acceptance No Expiration Date 13y Miami a` �1 ,`-�/, .� IadeProduct Con 10 NO • CHANGE•THIS SHEET Render J.J. Data: 10/17/11 Revisions: E NO CHANGE THIS SHEET Revd By J.R. Deis • • • • 612(111 4 • ••• • • AO C2IANNE NS SHEET JFK.ar D•zy •a • •. alltedbct • • Sala: • • •3/ZfQ6• • • 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 P T Visibly Better ELEVATIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT SwieeModet HR710 NTS 4 d 11 Dravhig Ab. 4127-10 Rev. F -. 7 ��; •• STATE OtJ A. LYNN MILLI '2, P.E. P.E.# 58705 2 \`101lll��/1/ No. 58705 /5 i FILLur withEini 0 EXTERIOR INTERIOR MAX VENT DLO EXTERIOR MAX. FIXED DLO MAX. WIDTH (FLANGE FRAME) SECTION B -B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) MAX. HEIGHT FLANGE FRAME INTERIOR MAX. FIXED DLO MAX. FIXED DLO MAX. VENT DLO MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) EXTERIOR • • . • • •• •• • • • •• Reved By L.M. SECTION C -C (\triCAL: E 'BION, Fi A, NGE FRAME) Detre •. •&14/1s Revisions. F• ND CHAN.1 TH!S SHEET SILL (VERTICAL SECTION, I.F. FRAME) INTERIOR HEAD (VERTICAL SECTION, I.F. FRAME) Reid By. J.J. Data 10/17/11 Revisions: E NO CHANGE THIS SHEET Revad 8y. J.R. Dara••• • 6/24(11 : Re Ams Y .4 • !�O••t1-IANVE TIS SHEET DfilYen By F.K. Deb: • • yQs • a Oho:6W By Cele: • • •3/22/06: • • • •• 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PGT Visibly Better Dawtoacvr SECTIONS 710x: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT SalseAkdet HR710 Half Sheet 5 a 11 4127-10 Rx. F PRODUCT REVISED as complying with the Florida Building Code 15 .050-0 Acceptance No 'i E piration Date 13y L/ % 14 Miami S ade Product: Co u * •� �tttllllr,,. • \\\O� .....LY N /11/(� �'1,,. . ' \\ . \\GL_NSF• • :- �r STP • IONAk_., A. LYNN MILLER, P.E. P.E.# 58705 Ho. 55705 3 #8 X 3/4 PH. PAN HEAD 7834AA 4 4053 SASH STOP COVER(SASH STOP) 6063-T5 AL 6 4136 FLANGE FRAME SILL 6063-T6 AL 64136 7 4137 SILL ADAPTOR 6063-T6 AL 64137 8 4131 ROLLER TRACK 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 MAINFRAME SILL JOINT 74134W/K 15 1155 #8 X 1.000 QUAD PN. SMS 781PQA 16 4110 G SCREEN ADAPTOR 6063-T5 AL 64110G 17 4054 B FIXED MEETING RAIL 6063HD-T6 AL 64054A 19 4066 WSTP.,,187 X .230, FIN SEAL 64066G 21 4105 SASH TOP & BOTTOM RAIL 6063-T5 AL 612240 22 1683 WSTP.,.250 X .270 BACK, FIN SEAL 61683G 23 225-1 ROLLER HOUSING & GUIDE 42112HD 24 226 BRASS ROLLER WHEELS BRASS 7BRWHL2 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 4006 D SASH MEETINGRAIL 6063HS-T6 AL 64006 33 1235 WSTP.,.170 X .270 BACK, FIN SEAL 67S 16G 35 1096 SWEEP LATCH DIE-CAST 71096 36 1016 #8 X .625 PH. FL. SMS 7858 37 4126 SASH SIDE RAIL 6063-T5 AL 64126 38 1683 WSTP.,.250 X .270 BACK, FIN SEAL 61683G 39 7070 BULB WEATHERSTRIP .187 X .275 67070K 40 LIFT RAIL COVER CAP 74078"C" L OR R 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 GLAZING SILICONE, DOW 899, 995 OR EQUIVALENT 51 1224 VINYL GLAZING BEAD BULB (THICK) 6TP247W ,K 52 1225 VINYL GLAZING BEAD BULB (THIN) 6TP248K 53 4039 B GLAZING BEAD - 5/16" 6063-T5 AL 64039B 54 4044 B GLA ZING BEAD - 5/16" W/GRILL 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 GLAZINGBEAD- 13/16" 6063-T5 AL 64067 60 GLASS, 5/16' LAMI (1/8" A, .090 PVB, 1/8" A) •- 61 62 c, • • .• 63 %16"�I,.AIv1� V90 PVB, 1/8" HS) STt6':LAI>ZIIZ1�',HS'.090 PVB, 1/8" HS) 7/16" LAMI (3716" X .090 PVB, 3/16" A) 64 1, 65 • • •• 7/16" LAMI•(3/16" A, .090 PVB, 3/16" HS) :7/16';LAIv5 (3/16" fn .(190 PVB, 3/16" HS) "LAMI 1U-i/tf"A(MIN. ),J/iS• AIKJYAl,1G,J/10 LAMIttrb ria,.u,urvn, iio no) 69 " 13/16" LAMI IG -3/16"A (MIN), 5/16" AIR SPACE, 5/16" LAM[ (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 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" LAMI (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" LAME IG -1/8"A (MIN), 1/4" AIR SPACE, 7/16" LAMI (3/16"HS, .090 PVB, 3/16"HS) 75 " 13/16" LAMI IG -3/16"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 IG -3/16"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 DIA. HARD EM PVC 96 SCREEN CLOTH I.F. FRAME JAMB #4141, 6063-T6 2.624 .062 I.F. FRAME HEAD #4139, 6063-T6 .062 •--�- 2 710 .F. FRAME SILL #4140, 6063-T6 i 3.152 PRODUCT REVISED as complying with the Florida Building Code Acceptance No 1'051 E..iralio Dale By — Miemi rL eProduct .n Revad By. L.M. DNe>• • • •JH4/1S Romans F• ND CHAM»THI SHEET Remo By J.J. 110/17/11 ReNebi»: E NO CHANGE THIS SHEET Revd By. J.R. Digs, • • • W24/11 Q• ;0bi0il1N.) 1-0 GLASS TYPES Drawn By. F.K. Deb: • • 2/Z4426 • ibeakeder costa: • • •341.06:• • • • 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PA GT PARTS LIST ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better 8-4aeNodet scat: HR710 I NTS Shook 6 d 11 Diming NA. 4127-10 F } \\\�,1 1111.Y�:I111\1 /11/4:l 0�\ No. 53705 TEOS 1717: A. LYNN MILLER, P.E. P. E.158705 FLANGE FRAME HEAD #4102A, 6063-T6 ----li--.062 .490 ft 1.451--4 SASH STOP #4025, 6063-T5 SASH TOP & BOTTOM RAIL #4133, 6063-T5 .050 1.096 I� 1 ••.06• 1,.716» • •; j/4044B;61 T5•, • • • • •(U9QD W/ GRILL 14FT) .678 • ••• • • • • • • •• ••• • •• • •• • • • • • • .L .437 -+-1.461 HORIZ. ROLLER TRACK #4131, 6063-T6 - FLANGE FRAME SILL #4136, 6063-T6 .062 3. 52 .061 2.279 .062 1.187 1.081 SASH MTG. RAIL #4006D, 6063HS-T6 [.050 I r 1p .678 1.096 --H-6-1 GLAZING BEAD 7/16" #4222A, 6063-T5 .062 3.090 FRAME SILL ADAPTER #4137, 6063-T6 FIXED MEETING RAIL #4054B,6063HD-T6 2.326 .062 1.349 SASH SIDE RAIL #4126, 6063-T5 .050 -t1.443� SASH STOP COVER #4053, 6063-T5 1 1.363 FLANGE FRAME JAMB #4002A, 6063-T6 F-•-- 2.784 F.050 .678 1.096-l-' if GLAZING BEAD, 5/16" #4039B, 6063-T5 .062 1.115 .678 GLAZING BEAD 7/16" #985C, 6063-T5 (USED W/ GRILL KIT) .683 .050 1.097 GLAZING BEAD, 13/16" #4067, 6063-T5 PRODUCT REVISED as complying with the Florida Building g Code 15.0514.04 Z Acc ceptance No T iration Date I Miami i nde Product ' in i Rend By L.M. al da Delela • • • 814/15 Re+�bns F• NOCHANCi6 THI6•SHEET Rend 8y J.J. Dab: 10/17/11 Revisions: E NO CHANGE THIS SHEET Rend By. J.R. Drewn By F.K. Weal •• • 6/2e/11:• Deb: • • 24W26:• NO •Cil L4NGE TNIS SHEET :Dere:. • • 3/26/06• • • ID • 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 FIG - EXTRUSIONS TIDs: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better saneaarooat HR710 swa: Half 7 of 11 LinnOna Sick 4127-10 Rx. F \\11.01111111/1 \\�� U`J� LYNN JL,// , `N ` ,.•' v1GENs, • • 1-<‹; ,p 7i • No. 58705 7 . STAT DF' c�i; C) :. FCORION • //‘ , n• ksf A. LYNN /AWL/04,14. P.E.# 58705 & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W V H HEAD & SILL rn in HEAD & SILL ETA CO HEAD & SILL to m 2 HEAD & SILL to 2 -, HEAD & SILL i0) m 2 -, 48.000 54.000 60.000 63.000 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1i 2 { 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 HEAD & SILL to m 2 1+C2+1+C2+112 1+C2+1+C2+11 3 1+C2+1+C2+1 j 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+C2+1 13 1+C2+1+C2+1t 3 1+C2+1+C2+1i 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+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+13 1+C2+1+C2+1' 3 1+C2+1+02+ 11 3 1+C2+1+C2+1 j 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 i+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+11 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+C2+1 2 1+C2+1+C2+1 3 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+2+C2+1 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+2+C2+11 3 i+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+2+C2+1 3 1+C2+1+C2+1 3 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+C3+2+C3+1 3 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+ 11 3 1+C3+2+C3+11 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+11 2 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+11 3 1+C2+2+C2+1 13 1+C2+2+C2+112 1+C2+2+C2+ 11 3 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+ 11 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1 +C2+2+C2+1 t: 3 1+C2+1+C2+1 3 1+C2+2+C2+11 3 1+C2+2+C2+1 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+C3+2+03+1 3 1+C2+2+C2+11 3 1+C2+1+C2+11 3 1+C3+2+C3+1 3 1+C2+2+C2+ 11 3 1+C3+2+C3+11 3 1+C2+2+02+ 11 3 1+C3+2+C3+11 3 1+C2+2+C2+1 13 1+C3+2+C3+1 3 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+C2+2+C2+11 2 1 +C2+2+C2+ 11 2 1 +C2+2+C2+1 13 1 +C2+2+C2+11 3 1+C2+2+C2+1 3 1+C2+2+C2+11 3 1+C2+2+C2+11 3 1+C2+2+C2+ 11 3 1+C2+3+C2+11 2 I 1+C3+3+C3+1 13 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1 +C2+2+C2+ 11 3 1+C2+2+C2+11 3 1+C3+3+C3+1 13 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1 +C2+2+C2+ 11 3 1 +C2+2+C2+ 1 3 1+C4+3+C4+1 3 1+C2+2+C2+1 3 • 1+C2+2+C2+1 3 1+C3+2+C3+11 3 1+C3+2+C3+1 3 1+C2+2+C2+i j 3 1+C4+3+C4+1 3 1+C2+2+C2+11 3 1+C2+2+C2+11 3 1+C3+2+C3+11 3 1 +C3+2+C3+ 111 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+3+C2+11 3 1+C2+2+C2+1 2 1+C2+3+C2+11 2 1 +C2+3+C2+ 11 2 1+C2+3+C2+ 11 2 1+C2+4+C2+1 2 1+C2+2+C2+11 3 1+C3+3+03+1 3 1+C3+3+C3+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+ 11 3 1+C3+3+C3+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 1+C2+2+C2+11 3 1+C3+3+C3+1 3 1+C3+3+C3+11 3 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+C4+3+C4+1 1+C3+3+C3+11 3 1+C2+2+C2+11 3 3 1+C4+3+C4+11 3 1+C4+3+C4+1 4 1+C3+3+C3+ 11 3 1+C4+4+C4+1 `! 3 1+C4+3+C4+1; 4 1+C4+3+C4+ 1 3 1+C5+4+C5+1 3 111.000 x 38.375 411.080 • 50.65 54.000 • 60.000 • ••• 63.008 1+C2+3+C2+1 2 1+C2+2+C2+11 2 1+C2+3+C2+11 2 1+C2+3+C2+1 3 1+C2+3+C2+11 2 1+C2+4+C2+1' 2 M. CQ+3+ .2+.1 a • •1uCQ+i+1121.11:3. • • • • •• 1+C3+5+C'S+1 !•3 •1+CQf2+C2+1 i= 3 • • :1+` •2+2+C2+1 1+t"1+2+C2+11 3 3 1+C3+3+C3+1 3 1 +C3+3+C 3+ 11 3 1+C3+3+C3+11 3 1+C3+3+C3+11 3 1 +C3+3+C3+ 11 3 1+C2+3+C2+1 3 1+C3+4+C3+11 3 1+C3+3+C3+ 11 3 1+C3+3+C3+11 3 1 +C3+3+C3+ 1 13 1+C3+4+C3+1 3 Bawd By. L.M. Pd•, •• 8/14/18 1+C3+3+C3+11 3 ea aaa 1+03+C3+1i 3 Ii R•vYhnu F• 1+C2+2+C2+1 a • 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+C3+3+C3+1 j 3 1 +C4+4+C4+1; 3 1+C4+4+C4+1 3 1++2;22C2+11 3 1+C4+3+C4+1 3 1+C4+3+C4+ 1= 4 1+C4+3+C4+1 3 1+C5+4+C5+1 4 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090, 1/8" A) B. 5/16" LAM! - (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 - 118" 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.), 3116" 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) (3116" 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 22 1/2" MAX. O.C. TABLE KEY: X 0 X 1+C3+4+C3+1I 3 -.---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) I25 3/4" max. -►{ H-3" MIN. 9" REF. 1 X lil MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 1 9" REF. 1 X 25 3/4" MAX. 1 1/2" TYP. 1- -3" MIN. 1111 1 1 1 O X MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS PRODUCT REVISED as complying with the Florida Building Code Acceptance No 1 Expiration Date -o51q.�21 6IP MiaBymi rade roductC. tro, NO CHANGE' THIS SHEET Royal By. J.J. Mau 10/17/11 R•Nskna E NO CHANGE THIS SHEET Revd By. J.R. 0I.•• • 8/20/11; Re don, D: 34DD€D 1g CAPETO BE TEMPERED @ +30FT NOTE. JFK. 0• • • 1s: • CNIcoday • •D14a 3(09• • . • 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better ANCHORAGE SPACING, XOX (1/4-1/2-1/4) ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Sodailktoctot HR710 NTS swie 8 a 11 4127-10 Rev. F 'r) S"f,''Al i Oi=l ..i >>r, +' A. LYNi4'tYlILE.R, P.E. P.E.# 58705 \\ ,v,( LYNN• • No. 58705 QI .l VDO 1 RM IGLVNCO• LV IN CO LVIYCO WINDOW SIZE W v H HEAD & SILL 2 HEAD & SILL u) oo HEAD & SILL co HEAD & SILL (1) to 2 HEAD & SILL co co 2 HEAD & SILL Ito co 2 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1+02+1 2 1+C2+1+62+1 2 1+C2+1+C2+112 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+02+11 3 1+C2+1+C2+11: 3 1+02+1+02+1 3 1+62+1+02+1! 3 1+C2+1+C2+11 3 1+C2+1+C2+1=, 2 1+C2+1+C2+11 3 1+C2+1+02+1 3 1+62+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+02+1+62+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+62+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+62+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+11 3 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+C2+1+C2+11 3 1+C2+1+C2+1 3 1+03+1+C3+1 3 53.125 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+02+1+62+1 2 1+C2+1+ C2+1 2 1+C2+1+62+1 2 1+62+1+02+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1; 3 1+C2+1+C2+1 3 1+62+1+C2+11 3 1+C2+1+C2+1 i. 3 1+C2+1+C2+11 3 1+02+1+02+11 3 1+02+1+02+11 3 1+02+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+62+1+02+1 3 1+C2+1+02+11: 3 1+C2+1+C2+113 1+02+1+62+1 3 1+C2+1+C2+1 3 1+62+1+02+1 3 1+C2+1+C2+1 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+02+1+02+1 3 1+C2+ 1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+62+11 3 1+02+1+02+1! 3 1+C3+1+C3+11 3 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1+C2+1 2 1+02+1+02+1 2 1+02+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+02+1 ! 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1 +C2+1': 3 1+C2+1+02+11 3 1+02+1+02+1! 3 1+C2+1+C2+11 3 1+62+1+C2+1 3 1+62+1+62+1 3 1+C2+1+C2+1 3 1+62+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+02+1 3 1+62+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C3+1+63+1 3 1+C2+1+02+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+03+1+63+1! 3 1+C2+1+C2+1 3 1+62+1+62+11 3 1+C2+1+C2+1 3 1+C3+1+03+1 3 1+02+1+62+1 3 1+C3+1+C3+11 3 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1+C2+1 ! 2 1+62+1+62+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1! 2 1+02+1+02+11 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+02+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1+02+1+C2+1 i; 3 1+02+1+02+1! 3 1+C2+1+C2+11 3 1+62+1+02+1 3 1+C2+1+C2+1 i 3 1+C3+1 +C3+ 1 i. 3 1+02+1+62+1! 3 1+62+1+62+11 3 1+C2+1+C2+1' 3 1+C2+1+02+1 3 1+62+1+02+11 3 1+02+1+62+1 3 1+62+1+02+1 3 1+02+1+02+11; 3 1+02+1+02+1 3 1+C3+1+C3+11 3 i+C2+1+C2+1 3 1+63+1+03+1 3 1+02+1+02+11 3 1+C3+1+63+1 3 1+C3+1+63+1! 3 1+C3+1+C3+1 3 1+C2+1+C2+1'•, 3 1+03+1+C3+1 3 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1+02+1 2 1+02+1+02+1 2 1+02+1+02+11 2 1+62+1+C2+1 2 1+02+1+02+1 2 1+C2+1+C2+11 2 1+C2+1+C2+1 `•1 3 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+C3+1+03+11 3 1+C2+1+C2+11 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1+63+1+03+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1 +C2+1 +C2+11 3 1 +C2+ 1+C2+1 3 1+02+1+02+1 3 1+62+1+02+1! 3 1+C2+1+62+111 3 1+62+1+02+1! 3 1+62+1+62+11 3 1+C3+1+C3+1 3 1+03+1+C3+11 3 1+02+1+02+1 3 1+C3+1+C3+1s 3 1+63+1+03+11;•:• 3 1+C3+1+C3+1 3 1+C3+1+C3+11 3 84.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1+C2+11 2 1+C2+1+C2+1 2 1+02+1+02+1 2 1+62+1+C2+1 3 1+02+1+02+1! 3 1+02+1+62+1 2 1+03+1+C3+1 3 1+C2+1+C2+1 2 1+62+1+02+11 3 1+02+1+02+1! 3 1+C2+1+C2+1 3 1+02+1+62+1 3 1+02+1+02+1 3 1+03+1+03+11 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+02+1+62+1 3 1+C2+1+02+11 3 1+C3+1+03+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+03+1+63+1! 3 1+63+1+03+1 3 1+02+1+02+1 3 1+C3+1+63+11 3 1+C2+1+C2+11 3 1+C2+1 +C2+11 3 1+63+1+C3+1 3 1+03+ 1+C3+1 I 4 1+C3+1+63+1 3 1+C3+1+C3+11 3 1+C3+1+C3+1 3 1+C2+1+62+1 3 1+C3+1+C3+1 3 1+C3+1+03+11 4 1+C3+1+C3+1 3 1+C4+1+C4+1I 4 86.437x 38,31 48;000 • 50,145 54.000 69-009. %3;000: • Revd By: L.M. •1•+Si2f1tC2- 1 2s 1+ Cki• 1+C2+1 2 1+22+4:C2+{1 - . +1+C2+1! 3 3+1it. C2+4+C2+11 3 1+C2+1+C2+11 2 1+02+1+02+11 3 1+C2+1+ C2+1 3 1+02+1+02+11 3 1+C2+1+C2+1 2 1+02+1+02+1! 2 1+02+1+02+1 3 1 +C2+1+C2+1 3 1+02+1+62+1 3 1+C2+1 +C2+1 3 1+63+1+C3+1 3 1+02+1+62+11 3 1+03+1+C3+11 3 1+02+1+02+1 3 1+C3+1+C3+1 3 1+63+1+03+11 3 1+62+1+02+1 3 1+03+1+03+11 3 D.1.* • • • 5/14/15 +C2+•1t C41- 1,1 3 1+C31,1+C3;1 ! 3 Rev�bry F• 1+6.2+12.62+1 3 1+C3+1+C3+11 3 1:12 1+ +t;2+1 3 1+C3+1+C3+1 13 1+03+1+03+11 4 1+03+1+C3+1 3 1+03+1+03+1 4 1+C3+1+03+1! 3 1+C4+1+C4+1j 4 1+C4+1+C4+1 4 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090, 1/8" A) B. 5/16" LAMI - (118" 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 - (3116" 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 / - 1 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 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+1 +C3+1 3 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 (i) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 25 3/4" MAX. -�! {-o-3" MIN. 1 1i1 1 11 X O X MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 9" REF. 25 3/4" MAX. 1 1/2" TYP. I--3" MIN. 1 1111 1 1111 1 X O X MTG. RAIL, TYP.-- EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS PRODUCT REVISED as complying with the Florida Building Codc Acceptance No 5-O 1� 0/ E ;rut ion Date 77=9.4 'Go or ,.//.,...' 1. , Mia i ade Product Contr NO CHANG& THifi SHEET Rend By. J.J. a17/11 ReM.ld/1' E NO CHANGE THIS SHEET Rw.d Br J.R. oras// F.K. D.►.••• • W V/11 D•1•: • • Q6•• Re • • �l.J. `• 30106• • ;4DDED I S CAP•TO BE TEMPERED (d1 +30FT NOTE. • . • •• 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PST ANCHORAGE SPACING, XOX (113-1/3-1/3) Mir ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better B.ArMbdet HR710 NTS Sheet 9 w 11 Onr•t•� 4127-10 Rex F `‘\\IIIllill7j/ \\'3\ . l- - - - - / ,,, 1/��i . No. 58705 7/Z11% It � •' S-fA'fF O� •' =J•' A. LYNN MILLER. P.E. P.E.# 58705 It SUBSTRATE ZONES ZONES ZONES ZONES ZONES o WINDOW SIZE W V H _ 0 J a) Qoes o (o 0 J c Q 0 J t!) 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+11 2 1+C2+1 2 1+C2+1 1 2 1+C2+1 2 1+C2+11 2 ZONES J m 04 2 1+C2+1 1+C2+11 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+11 3 1+C2+1 3 1+C2+1I 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+02+1 3 1+02+1 3 1+C2+11 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+02+11 3 1+C2+1 3 1+C3+1 1 3 1+C2+1 1+C2+1 13 1+C2+1 3 1+03+11 3 3 1+C2+1I 3 1+02+1 3 1+03+1 3 1+C2+1 3 1+C3+1 3 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+02+11 2 1+02+1 2 1+C2+11 2 1+02+11 2 1+C2+1 1 2 1+02+1 2 1+02+11 3 1+C2+1 3 1+C2+1 3 1+02+1! 3 1+02+1 3 1+C2+1 3 1+C2+11 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+02+1. 3 1+C3+1 3 1+02+11 3 1+02+1 3 1+C3+11 3 1+02+1 3 1+02+1 3 1+C3+1 3 1+C3+11 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+11 3 1+C2+1 3 1+C3+1 3 1+03+1 3 1+C2+1 j 3 1+C3+1 3 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1 12 1+02+1 2 1+02+1 2 1+C2+11 2 1+C2+1 2 1+C2+1 2 1+C2+11 3 1+C2+1 3 1+C3+1 3 1+C2+11 3 1+C2+1 3 1+C3+1 3 1+C2+11 3 1+C2+11 3 1+C2+1 3 1+C3+1 3 1+02+1 3 1+03+1 3 1+C3+1I 3 1+C2+1 3 1+C3+11 3 1+C3+11 3 1+C2+1 3 1+C3+1 3 1+C3+11 4 1+02+1 3 1+C3+1 3 1+C3+11 4 1+C3+1 3 1+C4+1 3 1+C3+1i 4 1+03+11 4 1+C2+1 3 1+C3+1 3 1+C3+11 3 1+C4+1 3 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+11 3 1+C2+1 2 2+02+21 2 1+C2+11 3 1+02+1 2 2+C2+2 2 1+C2+11 3 1+02+1 3 2+C3+2 3 1+02+1 3 1+C2+1 3 2+C3+2 3 1+C3+11 3 1+C2+1 3 2+C3+2. 3 1+C3+1'=.=. 3 1+C2+1 3 2+C3+2 3 1+C3+11 4 1+02+1 3 2+C3+2 3 1+03+11 4 1+02+1 3 2+03+2 3 1+C3+11 4 1+03+1 3 2+04+2 4 1+C3+1i. 4 1+C3+1 3 2+04+2 4 1+C3+11 4 1+03+1 3 2+C4+2 4 1+03+11 4 1+C3+1 3 2+C4+2 4 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2+C2+21 3 1+02+1 2 2+C2+2 3 2+C2+2 3 1+02+11 2 2+C2+2 3 2+C2+21 4 1+C2+1 3 2+C3+2 3 2+C2+2 4 1+C2+1 3 2+C3+2 3 2+C3+21 4 1+C2+1 3 2+C3+2 3 2+C3+2 4 1+C2+1 3 2+C3+2 3 2+03+21 4 1+C2+1 3 2+C3+2 4 2+C3+2 4 1+C2+1 3 2+03+2 4 2+C3+21 4 1+C3+1 3 2+C4+2 4 2+C3+2':. 4 1+C3+1 3 2+04+2 4 1+03+11 4 1+03+1 3 2+C4+2 4 2+C3+21 4 1+C3+1. 3 2+04+2 4 74.000 x 38.375 •48 000: • • Ca 625: 54.000 • 64.P.N Rend By. L.M. 2+C2+2 3 2+L3F2 :4: 2+C2+2 2 2+C2+2 3 2+02+2 3 24.02+2 3 2+C3+2 4 2+03+2 4 2+C2+21 2 2+02+2 3 2+C2+2 3 2+C3+2 4 243+21:4: 2*p2+2 3 2+C3+2 4 2+C3+21 4 2+C2+2 3 2+C3+2 4 2+C3+21 4 Y+C3+2 3 2+04+21 4 2+C3+2 4 2+C3+2 3 2+C4+2 4 2,;CQt2 4 1+C3+1 3 2+C4+2 4 2+C3+2 5 2+C3+2 3 2+C4+2 4 : 630 0 • C 3I2 • 0i R/vmR FT.4/5• 4+P+1 3 •• • • • Nb CHANt3%TH!S SHEET 2+C4+21 4 2+04+21 5 2+03+2 Rend B7: J.J. 17949. 10/17/11 &wow m E NO CHANGE THIS SHEET Raved By. J.R. 6/26/11: •e ,aDDfD Il; CAP fO BE TEMPERED (d1 +30FT NOTE. JFK.or • 2/211/G6 • • the ;ted t3y itp.h,• • 36•• • • • 4 2+C4+2 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 5 2. GLASS TYPES: } A. 5/16" LAMI - (1/8" A,.090, 1/8" A) 'B75/16" 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. 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: O X 2+C3+2 13 1 9" REF. MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) ---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) 18 3/4" MAX. -••� F-0-3" MIN. 9" REF. 18 3/4" MAX. 1 1/2" TYP. 1+3" MIN. MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS G�T ANCHORAGE SPACING, OX AND XO WINDOWS PRODUCT REVISED as complying with the Florida Building Cc I-o5161.Oj Acccplanue.N'No Ea iration Date leiMUA 202 ) By • '.�� Miam ► a' e Product Control/ ,14fIIJJ/p TOW ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better earM•Mna t HR710 NTS ettwt 10 or 11 Orndv No. 4127-10 Raw. F r No. 58705 -;,-----,__z._ -9 71 ►s 0 STATL - LN A. LYNN' MI&LER. P.E. P.E.# 58705 1x WOOD BUCK, NOTE 3 : NOTE1 CONCRETE ANCHOR, NOTE 1 DETAIL A } 1/4" j MAX. SHIM WOOD ANCHOR, NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 1 /4" MAX. ri-3/8"SHIM MIN. WOOD ANCHOR, NOTE 2 • 1 " MIN. EDGE 1/4" MAX. SHIM — —{ CONCRETE ANCHOR, NOTE 1 2x WOOD BUCK, NOTE 3 1x WOOD BUCK, NOTE 3 DETAIL E DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS CONCRETE ANCHOR, NOTE 1 1 1/4" MIN. (1.5 KSI CMU) OR PER NOTE 1 (3.4 KSI CONCRETE) 11 1 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 OR CMU. 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. J 1 3/4" EXTERIOR INTERIOR L •1. MIN. E.D (HEA & SILL DETAILS TYP. INTERIOR (JAMB DETAILS E, F & I) EXTERIOR MIN. 3.4 KSS CONCRET Rend By. L.M. 1/4" [SHIMMAX. • NOTE 1 � 1 3/4" MIN. •• • • Et. 'S'YP•e • • •• • • •• •••• • •DETAIL•C•••• 2x WOOD BUCK, NOTE 3 WOOD ANCHOR, NOTE 2 1/4" MAX. SHIM 3/8" MIN. 1" MIN. EbGE DETAIL D :•: •: TYP•CCAI:FLAN •FRAME SILL SECTIONS •• • o • • • • • Date:• •• •&14/15' Revising* F• CORRECT ePTIONAL BUCK NOTE TO INCLUDE CMU SEE NAILING 2-1/2" MIN. EMBEDMENT 5/8:' MIN. EDGE _RAJ 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 /8" MIN. EDGE 2-1/2" MIN. EMBED t 5/8" MIN. 2-1/2" MIN. — — SEE NAILING DETAIL G (SILL) DETAIL I (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS PRODUCT REVISED as complying with the Florida Building Code Acceptance No 1 1'1::)5I .O Eipiralion Date •I By Mai Dude Product Controo Rexed BY J.J. Date: 10117/11 R•+isJam: E NO CHANGE THIS SHEET Rexed 8y. J.R. C•!e:••• • 6/411 RW, ni• 4• • O •C=IAN¢E MIS SHEET Drawn By: F.K. D • • 2/446 • • anecraa� 1 1. eere: • • •3I .2IQ6: • • • 0 • • 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. 89X 1529 NOKOMIS, FL 34274 I 12 ANCHORAGE DETAILS me: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better Sedseesodet HR710 Half J robe No. 4127-10 Roc F `111111111//7 /10 •��c EtasF No. 58705 • • ,t U rr- 7 z is 5 ' STATE OF • \•• �/, ` 1ONA1. v /11/1 1111\.\ A. LYNN MILLER, P.E. P.E.# 58705