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WS-17-1330Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address 93 NW 97 Street Miami Shores, FL 33150 - Owner Information Address Pe Permit NO. WS -5-17-1330 Permit Type: Windows/Shutters m' Vork Classification: Window/Door Replacem Permit Status: APPROVED Issue Date: 6/2/2017 Expiration: 11/29/2017 Parcel Number 1131010330250 Block: Lot: Phone Applicant BARBARA DELGADO Cell BARBARA DELGADO 93 NW 97 Street MIAMI SHORES FL 33150- (786)499-7389 93 NW 97 Street MIAMI SHORES FL 33150- Contractor(s) RRC DEVELOPMENT COMPANY Phone Cell Phone (305)598-8761 (786)278-2022 Valuation: Total Sq Feet: $ 2,290.00 0 Type of Work: INSTALLATION OF 3 WINDOWS ON NEW AD No of Openings: 3 Additional Info: Classification: Residential Scanning: 4 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $1.80 $2.00 $2.00 $0.60 $130.00 $12.00 $2.40 $150.80 Pay Date Pay Type Invoice # WS -5-17-64020 06/02/2017 Check #: 13465 05/15/2017 Check #: 13487 Amt Paid Amt Due $ 100.80 $ 50.00 $ 50.00 $ 0.00 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 stric conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I ass. responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRIC 4 - , BING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AF. DAV ify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction : nd zo . : hermore, I author the (Jab ve-gamed contractor to do the work stated. A k o4e)C-'41_ 7Z-6— 0L. Zc;iJune 02, 2017 tho d ignature:Owner Applicant / Contract& / Agent Date Buildin • Department Copy June 02, 2017 1 Miami Shores Village RECEIVE° 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 BUILDING PERMIT APPLICATION ''BUILDING ❑ ELECTRIC ❑ ROOFING PLUMBING ❑ MECHANICAL ❑` PUBLIC WORKS JOB ADDRESS: c1a City: MAY 1 5 207 ;FBC 20 Master Permit No. -RC- f 3 L Sub Permit No. LOS 1—t3S0 ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Miami Shores County: Miami Dade Folio/Parcel#)� Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder F\R- to J XJ Address: 1g sM'J City: )•6s)I C= tea Phone# - M- State: Zip: �Jd Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: - 1 rOV6 Phone#k -ac-Q�0 Address: 12.9e4-71--, / City: #� Tx� # State: Qualifier Name: J`QL Phone# 0 State Certification or Registration # jjCfO1SQ:-tom Certificate of Competency #: DESIGNER: Architect/Engineer: Address: City: State: Zip: Value of Work for this Permit: $ ' 2_c\ 0 Square/Linear Footage of Work: Phone#: Type of Work: 1 AAditiflt Description of Work: j N SJ ] Alteration ❑ New ❑ Repair/Replace CA.) O CO \Yv 1 S ❑ Demolition Specify color of color thru tile: Submittal Fee $ �✓ CJ72/ Permit Fee $ 13U - ci, CCF $ k " Go coicc $ Scanning Fee $ 12.03 Radon Fee $ 2 DBPR $ 2 " Notary $ Technology Fee $ 2. 4 0 Training/Education Fee $ 0 " G. 0 Double Fee $ Structural Reviews $ Bond $ mm TOTAL FEE NOW DUE $ 1 a ` 8 B (Revised02/24/2014) /- Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this ©� day of , 20 11 , by , whoyi personally known to me or who has produced?`rZC "�CJ� as identification and who did take an oath. NOTARY PUBLIC: Sign: Pri nt:•—'' Seal: • _ My Comm. Expires Ma 5. 2018 „.4 Commission # FF 119515 %4. " Bonded Through National Notary Assn. Signature CONTRACTOR The foregoing instrument was acknowledged before me this , 20 11 , by ---), who isersgnally known to me or who has produced CL as identification and who did take an oath. NOTARY PUBLIC: Si n: Print: Seal: Jiry ****************************1******I******************************* t APPROVED BY (Revised02/24/2014) Plans Examiner Structural Review (VETTE RODRIGUEZ Notary Public - State of Florida My Comm. Expires May 5. 2018 ; ,,;;c Commission # FF 119515 `, Bo rts Zoning Clerk Prop%erty Search Application - Miami -Dade County Page 1 of 3 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 IMPORTANT may reset to full market value, which could result in higher property taxes. Please use our Tax Estimator to approximate your new property taxes. MESSAGE The Property Appraiser does not send tax bills and does not set or collect taxes. Please visit the Tax Collector's website directly for additional information. Address Owner Name Subdivision Name Folio SEARCH: 93 NW 97 ST PROPERTY INFORMATION 8 Folio: 11-3101-033-0250 Sub -Division: MIAMI SHORES SEC 6 Property Address 93 NW 97 ST Miami Shores, FL 33150-1732 Ow ner BARBARA DELGADO Mailing Address 93 NW 97 ST MIAMI SHORES, FL 33150 PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNfr Beds/Baths/Half 2/1/0 Floors 1 Living Units 1 Actual Area 1,685 Sq.Ft Living Area 1,078Sq.Ft Adjusted Area 1,378 Sq.Ft Lot Size 10,818.12 Sq.Ft Year Built 1940 Featured Online Tools 00 Comparable Sales Glossary Non -Ad Valorem Assessments PA Additional Online Tools Property Record Cards Property Search Help Property Taxes Report Discrepancies Report Homestead Fraud Tax Comparison Tax Estimator TRIM Notice Value Adjustment Board ASSESSMENT INFORMATION 8 Year Land Value Building Value Extra Feature Value M arket Value 2016 2015 2014 $238,363 $176,023 $145,769 $95,909 595,909 $93,428 $0 $334,272 $271,932 so http://www.miamidade.gov/propertysearch/#/ $0 $239,197 BENEFITS INFORMATION 8 Benefit Type 2016 2015 Non -Homestead Cap Assessment Reduction 541,299 Homestead Exemption 525,000 Second Homestead Exemption 525,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional) May 09, 2017 Property Search Application - Miami -Dade County Page 2 of 3 Assessed Value $334,272 TAXABLE VALUE INFORMATION 0 COUNTY Exemption Value Taxable Value SCHOOL BOARD Exemption Value Taxable Value CITY Exemption Value Taxable Value REGIONAL Exemption Value Taxable Value SALES INFORMATION 0 5230,633 5209,867 FULL LEGAL DESCRIPTION 8 MIAMI SI -ORES SEC 6 FB 10-39 LOTS 14 & 15 BLK 129 LOT SIZE IRREGULAR 2016 2015 2014 OR 19328-2097 10 2000 6 COC 22875-2186 11 2004 1 $50,000 $0 50 $284,272 5230,633 5209,667 525,000 50 50 $309,272 $271,932 5239,197 $50,000 50 50 $284,272 5230,633 $209,667 550,000 50 50 $284,272 $230,633 5209,667 Previous Sale Price OR Book -Page Qualification Description Previous Owner 1 12/14/2015 $390,000 29908-3628 Qual by exam of deed CFStISTOFHER BARR 11/30/2012 $247,000 28421-3503 Financial inst or "In Lieu of Forcbsure" stated FEDERAL NATIONAL MORTGAGE ASSN 09/28/2012 5200,100 28315-4516 Financial Inst or "In Lieu of Forcbsure" stated NAOMI NEWTON 11/01/2004 5337,500 22875-2188 Sales w hich are qualified 10/01/2000 5115,100 19328-2097 Other disqualified 04/01/2000 50 19103-3023 Sales which are disqualified as a result of examination of the deed 04/01/1999 50 18594-1505 Sales which are disqualified as a result of examination of the deed 11/01/1998 5124,000 18384-576 Sales which are qualified 09/01/1994 585,000 16568-0434 Sales which are qualified 04/01/1992 50 15492-1557 Sales which are disqualified as a result of examination of the deed For more information about the Department of Revenue's Sales Qualification Codes. 2016 2015 2014 LAND INFORMATION 0 Land Use Muni Zone PA Zone Unit Type Units GENERAL R-14.25, R-15 0800- SGL FAMLY - 1701-1900 SQ Front Ft. 75.00 GENERAL R-14.25, R-15 0800 - SGL FAMILY - 1701-1900 SQ Front Ft. 31.06 BUILDING INFORMATION 0 C, Building Number Sub Area Year Built Actual Sq.Ft. Living Sq.Ft. AdJ Sq.Ft. C: 1 1 1940 1,885 1,078 1,378 Building Sketches Available! EXTRA FEATURES 0 Description Year Built Units Ct ADDITIONAL INFORMATION " The information listed below is not derived from the Froperty Appraiser's Office records. k is provided for convenience and is derived from other government agencies. LAND USE AND RESTRICTIONS Com m unity Development District: NONE Community Redevelopment Area: NOPE Empowerment Zone: NONE Enterprise Zone: NONE Urban Development: INSIDE URBAN DEVELOPMENT BOUNDARY Zoning Code: R15 - Existing Land Use: 10- SINGLE-FAMILY, MED. -DENSITY (2-5 DU/GROSS ACRE). Government Agencies and Community Services http://www.miamidade.gov/propertysearch/#/ May 09, 2017 Property Search Application - Miami -Dade County OTHER GOVERNMENTAL JURISDICTIONS Business Incentives Childrens Trust City of Mani Shores Florida Department Of Revenue Florida Inland Navigation District FA Bulletin Board School Board South Florida Water Mgmt District Tax Coflector Page 3 of 3 Environmental Considerations Non -Ad Valorem Assessments The Office of the Froperty Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Froperty Appraiser and Marri-Dade County assumes no liability, see User Agreement at http:/Inv w w.rriamidade.gov/info/disclaimer.asp For inquiries and suggestions email us at http://www.mianidade.gov/FAFortaVContactForriContactFornMain.aspx. Version. 2.0.3 EXEMPTIONS 8 BENEFITS REAL ESTATE Deployed Military Disability Exemptions Homestead Institutional Senior Citizens More > TANGIBLE PERSONAL PUBLIC RECORDS ONLINE TOOLS PROPERTY 40 Yr Building Appealing your Assessment Address Blocking Property Search Re -Certification Assessment Information Change of Name Property Sales Appealing Your Assessment Search Change of Address Tax Estimator Defective Drywall Exemptions Change of Ownership & Title Tax Comparison Folio Numbers Extension Requests Declaration of Condominium Homestead Exemption and Mortgage Fraud Filing Returns Portability More > More > More > More > TAX ROLL AMAIN Appealing your As Reports ldnma Privacy Statement flicrlaimer Ahnut I lc APIA Nntira r.nntart I Is, CO 2014 Miam i -Dade County. All rights reserved. http://www.miamidade.gov/propertysearch/#/ May 09, 2017 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). owledgement: Qualifier/Owner Signature 1© n 0 ,Q\r) D Date Print Name Civ � � � 2a �� - 08:.i6 :0E27S1324 tRI t UI' t-1,UNIUA DEPART'11IENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 2601 BLAIR STONE ROAD TALLAHASSEE FL 32:399-0783 CHACON, ROBERT R R R C DEVELOPMENT COMPANY 12942 NW 8TH TERRACE MIAMI FL 33182 Corgratutationsi With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and busineisses range from architects to yacht brokers, from boxers to barbeolue ,•estaurants, 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 IOU Into www.myfloridalicense.com. There you can find more ,m'3rmation about our divisions and the regulations that impact rou. subscribe to department newsletters and team more about the L:eDartment's initiatives. mssion at the Department is: License Efficiently, Regulate atriy. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, 2nd congratulations on your new license( RICK SCOTT, GOVERNOR STATE .OF- •F 0 DEPAR:. CGC009564'.,; I1A fi .aUSINESS AND ULATIO.N ,,'Vs/64/2o16 (850) 487-1395 CERTIFIED'.G CHACON,='RO R R=C DEVEL• • • .4 Nd}{)ice"•'\ .0ERTI-FIED'undet tt a..pcovisfons of CC.489:FS. ice':R1.*31,1o7s-•. -' �leoeioti �a i}Zf. av^"; / a ..� .....:{-•• DETACH HERE KEN LAWSON, SECRETAF'; STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCr'TION; LNDU STRY LICENSING BOARD• The GENERAL CONTRACTOR Named below, IS.:CiiRTTFIED • ' • Under the provisions"of Chapter 4.$9 FS. Expiration.date: Atfl 31, 201:8. 1r..^4 • ti CHACON;jROBERT•R R R C't3EVEC0IN# ,NT 1.2942 511TIV MI.AVIfi — ISSUED: 08/04/2016 DISPLAY AS REQUIRED BY LAW SEQ # L16080400012ee• -I-'_ • 08: 06 3052791324 15( 005041 Local Business Tax Receipt Miami -Dade County, State of Florida -THIS IS NOT A BILL -00 NOT PAY 4518925 suSstNEss NAME/L_OCATLON R R C DEVELOPMENT COMPANY 12942 NW 8 TER MIAMI FL 33182 OWNER ROBERT R CHACON Worker(s) 1 RECEIPT NO. RENEWAL 4717766 ('ILBT.N\ EXPIRES SEPTEMBER 30, 2017 Must be displayed at place of business Pursuant to County Code Chapter BA - Art, 9 & 10 SEG. TYPE OF BUSINttss 196 GENERAL BUILDING CONTRACTOR C GC009584 PAYMENT RECEtVEO BY TAX COu.ECTOR $75.00 07/18/2016 CH M(21-16-089898 This Local Ettsine= To Receipt *Mk= payment of the local testees Tax The Receipt is not a license, pared ore ce11i ieetiOn of the holder's gtnaiificetion , to do busiee5$, Halder must comply whit any goraaasasnal or nongovernmental ragelatory laws and requirements Mitch may to the basins The RECEIPT NO. oboe mustbe di:spteyed on ail commercial robkles- Mleml-itede Code Sec ea-VIL For more infotmetioo,visit y w.mi;>mldr (coke tot r_I0; rJJr GCJlID 1.i: L.i /tib4b /1b42 MARCUS INS SERV r+eL TiCer,AT= nc 1 IARII ITV' INSIIRANCF 1 DATE 0M1,4'DD^'W'; 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. T1418 CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHCRIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUE1ROGATION 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 Marcus Insurance Service 401 Coral Way, Suite 208A Coral Gables, FL 33134 CONTACT NAME: Neil Marcus MAIC No. Ext): 786-467-9296 IWC, No): 78-4671042 EMAIL neil mis-fl.com ADDRESS' INSURER(S) AFFORDING COVERAGE INSURER A : Atlantic Casualty Insurance Company I NAP::: _ INSURED Robert R. Chacon dba RRC Development Company 12942 N.W. 8th Terrace Miami, FL 33182 INSURER B : INSURER C: INSURER D : INSURER E : I —I I _ INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO C..FRTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE FOLI'C', F=R)OC INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR 01 tI H DOCUMENT WITH RCSPEC T TO atirlC; TH,3 CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TER!.'S. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR LTR TYPE OF INSURANCE *COL INSR UB SIAM MO POLICY NUMBER POLICY EFF (MMIDDIYYYY) POLICY EXP (MMIDDIYYYY) 05/27/2017 LIMITS EACH OCCURRENCE S 1 ,000.00'.) A GENERAL I X UABIUTY COMMERCIAL GENERAL LIABILITYEc N N L065135682 5/27/2016 Ea occDAMAGE TO Turrenoa S 50,00.) MED EXP (Any one person) S + CC CLA1MS-MADE X OCCUR PERSONAL s ADV INJURY S 1,000,00:) GENERAL AGGREGATE 0) S ('-,000.0 • GEN'L AGGREGATE LIMIT APPLIES PER: X 1 POLICY JERO- LOC PRODUCTS - COMP/OP AGG 5 2,000,00:) BI & PD Deductible COMER/=D SINGLE LIMI{ 1 accident) $ 507 S AUTOMOBILE ( UABIUTY ANY AUTO ALL OWNED AUTOS HIRED AUTOS _ SCHEDULED AUTOS NOT -O NED _Igo BODILY INJURY (Per person) S BODILY INJURY (Per accident) 5 PROP PROPERTY DAMAGE entL S S — UMBRELLALIAB EXCESS UAB OCCUR CLAIMc SDE EACH OCCURRENCE 5 AGGREGATE 5 DED I RETENTION S 5 WORKERS COMPENSATION AND EMPLOYERS' LIABILITYY 1 N ANY PROPRIETOR/PARTNER/EXECUTIVE __ OFFICERA4EMBER EXCLUDED? (Mandatory in NH) K yyeass,, desats der DESCRIPTION uOnF OPERATIONS below NIA IWC S AM S 1 j OTH- E.L. EACH ACCIDENT 5 E.L. DISEASE - EA EMPLOYEE 5 EL. DISEASE - POLICY LIMIT 5 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule K more specs is required) General Contractor Robert R. Chacon License #CGC009564 RE: I'none: sub-/y5-LLU4 rax: /UD-/DO-oy/L CERTIFICATE HOLDER CANCELLATION Miami Shores Village, Building Dept. Permit Desk & Contractor Licensing 10050 NE 2 Ave auTH° Miami Shores FL 33138 ACORD 25 (2010105) / @ 1988-2010 ACORD CORPORIS PION right; ne erve 1. The ACORD name and logo are registered :marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFOFRE! ruc cm-mnr.ot. o.-,rc TI IEL\COr, .IOTYOc WILL. oc DCL.n.c c,cp ,v ACCOROANCC WITU TIBC DOLiI. V DDrIVICI(NJS • 1.;t= _014L7" CERTIFICATE OF LIABILITY INSURANCE RRCD001 OP ID: KM DATE (MM!DDNYYY) 05/0912017 -is CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS "_RT)FICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES Es>:EL3W. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED =tEPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. VPO iTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the Er( f -cafe holder in lieu of such endorsement(s). Edeas & Company ;wric-cial Ins of Brevard, Inc Itis Avenue, Suite 108 iaiantic FL 32903 , lip l.an. R R C Development Company 12942 NW 8th Terrace Miami, FL 33182 CONTACT Phillip Lane PHONE 321-725-7000 INC. No, Ext): E-MAIL ADDRESS: FAX No 321-725-7856 INSURER(S) AFFORDING COVERAGE INSURER A : Bridgefield Employers Ins. INSURER B: NAIL f INSURER C : INSURER D : INSURER E : INSURER F : • REVISION NUMBER: _ 5 -O CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD TED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS -- 2 T;;'Ir%-TE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, - .,SIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 'TYPE OF INSURANCE LIABILITY OCCUR ADDL INSD SUBR WVD POLICY NUMBER POUCY EFF (MMIDD/YYYY) POUCY EXP (MMIDD(YYYY) LIMITS EACH OCCURRENCE S SMMERCIAL GENERAL CLAMS -MADE j DAMAGE TO RENTED PREMISES (Ea occurrence) $ MED EXP (Any one person) S PERSONAL & ADV INJURY S GENERAL AGGREGATE $ - E,ATE LIMIT APPLIES PER: " r- lI `SRO �� LOC F (' LICI.!ECT J C.-IiR: PRODUCTS - COMP/OP AGG S S .�._10...OBiLE LIABILITY ,.,. AUTO ALLOV:NEt) SCHEDULED AUTOS �S , NON -OWNED H ;E'.; AUTOS I _AUTOS I (Ea accidenBINEDt)INGLEUMR $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) S PROPERTY DAMAGE (Per accident) $ $ Ut E3RELLA LIAR EXCESS LIAR 1 OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ $ (),H., I 1 RETENTIONS :," 3{I RS COMPENSATION .'MIPLOYERS' LIABILITY ` E, -I-, PRIE FOS/PARTNER/EXECUTIVEY - CER".'EVBER EXCLUDED? '::orc,:=.ry in NH) - :',be ur1C^rE.L. c OF OPERATIONS ! N N / A 0830-53380 01/31/2017 01/3112018 ER X STATUTE ERTM- E.L. EACH ACCIDENT s 1,000,000 E.L. DISEASE -EA EMPLOYEE S 1,000,000 below DISEASE -POLICY LIMIT $ 1,000,000 ..r"IOt! TION OF OPERATIONS/ LOCATIONS !VEHICLES (ACORO 101, Addlticnal Remarks Schedule, may be attached Ir more space Is requ F.7oer 2. Chacon License /ICGC009564 .;::RTI'; ICATE HOLDER CANCELLATION VILLMSH Village of Miami Shores Building Dept & Permit Desk & Contractor Licensing 10050 N.E. 2nd Avenue 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 ©1988-2014 ACORD CORPORATION. All rights reserved. RD 25 (2014/01) The ACORD name and logo are registered marks of ACORD R.R.C. DEVELOPMENT COMPANY S,'r ria Florida since 1977 R. R. t: ; Development Company Licensed & Insured General Contractor CC G 0095614 ,30::,;) 226-8707 ,305) 226-1.590 (FAX) k CD_\ n Page 1 of 3 12942 NW so Terrace Miami, Florida 33182 :,;, TR\GT` GRA EMEN BETWEEN RAUL S RODRIGUEZ THE WINDOWMAN AND "' t.J,2`�7 2 ._\ �. HEREAFTER REFER ED TO AS THE OWNER OF AMROVEM T TO 1 NsA ,511�f\o C5�1ivRdiC.) . O� !.W �` P -, _TO THEIR E-yJME AT THADDRESS ON THE FOLLOWING ;�iva c - S) N� \ cD'v n o,s. 201~1 .:,1\ TRACTOR AGREES ALL WORK SHALL CONFORM TO THE FLORIDA BUILDING CODE. _'''! -Pe;CTOR NOR HIS LABORERS OR SUBCONTRACTORS SHALL BE HELD RESPONSIBLE -:= :)'.'JNERS FOR ANY DAMAGE THAT MAY CAUSED TO THE PROPERTY ASA RESULT OF `r,7E.ATHER CONDICIONS OR OTHER ABSTACLES BEHOND OUR CONTROL JCTJRAL MODIFICATIONS TO THE EXCISTING STRUCTURE ARE INCLUDED IN THS .'ENT IT IS IMPORTANT THAT THE OWNER RECONIZE THAT ONCE ANY PHASE OF THE ;S COMPLETED OR MATERIALS ARE IN PLACE THEY ARE NOW THE OWNERS �. .,3lLITY .•iNER SHALL PROVIDE THE CONTRACTOR'S LABORERS WITH WATER & ELECTRICITY FOR ._ '.'ZION OF THE PROJECT BE NO PENALTY FOR FAILURE TO COMPLETE THE PROJECT IN THE PROJECTED TIME THE RESULT OF ADVERSE WEATHER CONDICIONS. 2_LOWING ITEMS ARE NOT INCLUDED IN THIS AGREEMENT AND ARE SOLE RESPONSABILITY 11 1 ,1^1 1 r, ♦ /l T T 1,7-1 11 I -• Page 2 of 3 "•l.:Dfs,'-'7ACTC)R SHALL PROVIDE ALL LABOR AND MATERIALS TO COMPLETE THE INSTALLATION - LLOWING rYs .64 ...A:• , - DEE3cRIRioN -,---f Ls, \.) ... ----; - -------- 4.-.-2.._ 1 1 ----,---iv.-..-i_c_• -1' -3Q-_-.) \ <24- \k.c.s----Pc2b. \E AlZ_ •.--}9.___-.--7"2._ ,/, .-D-kc-, X (.0V44 -NG MS ARE INcl,LJE,D IN THIS AGREEMENT: ipv-s, -egs-s» TOT, -.L. SUM OF THIS PROJECT IS $ 1-217-9(Y3:3 AND SHALL BE PAY AS FOLLOWS: . 1 • • -..)E:t3T(IMON-REFUNDABLE) UPON ACCEPTANCE OF TI--aAg:3_EEMENT,PAYABLE TO FOR THE SUM OF $ ) ‘0Q _ 1 'El 1:-.vNER(S) SHALL BE RESPONSIBLE FOR COyPNWIING THE CONTRACTOR FOR ' 3 ENGINEERING ANC) SUMMITAL FEES $ 4 T•4C.Y--,'5111—(4* -•E ANCE FOR THE SUM OF $A,P1).• SHALL BE PAY TO THE CONTRACTOR UPON ON OF THIS PROJECT. . -;',K CARRIES A ONE YEAR SERVICE GUARANTEE(NORMAL WEAR & TEAR) .3F-TEEMENT IS ACCEPTED FOR C::ONTENTS STATED HEREIN: DATE RAUL S RODRIGUEZ THE WINDOWMAN FIELD COORDINATOR DATE DATE Page 3 of ',ING. PARAGRAPHS ARE MANDATORY ON AGREEMENTS $2.500 OR MORE E CONS -RUC -110N RECOVERY FUND FE :',A..1,_ +BLE FROM i HE FLORIDA HOMEOWNER'S CONSTRUCTION RECOVERY .: SE MC)NE" ON A PROJICT PERFORMED UNDER CONTRACT V'JHERE THE LOSS ;TP.' EPEC PIED i',OLATION3 OF FLORIDA LAW BY A LICENSED CONTRACTOR,FOR :-39uT THE RECOVERY =UND AND FILING A CLAIM,CONTACT THE FLORIDA _ INDUSTRY LICENSING BOARD AT THE FOLLOWING TELEPHONE NUMBER AND _ 3 ION INDUSTRY LICESING BOARD __;RT-, MONROE STREET r.. SEE FL 32399-1039 TELEPHONE 850-48:-1395 - - --RUO IC)N LEN LAW -. FLORIDA. S CONSTRUTTiON LIEN LAW THOSE WHO WORK ON YOUR PROPERTY ',.I'-ERIALS AND SERVICES AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE .:..'/MEN T AGAINST "OUR PROPERTY THIS CLAIM IS KNOWN AS A IEN,IF YOUR CONTRACTOR OR SUBCONTRACTOR FAILS TO PAY SUS•SUBCONTRACTORS OR MATERIAL SUPPLIERS THOSE PEOPLE WHO ARE =,Y LOOK TO YOUR PROPERTY FOR PAYMENT EVEN IF YOU ALLREADY PAID YOUR rUL_ IF YOU FAIL TO ::)AY YOUR CONTRACTOR•YOUR CONTRACTOR MAY ALSO \ "DNs OUR PROPERTY THIS MEANS IF A LIEN AS FILED YOUR PROPERTY COULD BE -• 'dS' "OUR NI_t_ TO PAY TO PROTECT YOURSELF YOU SHOULD STIPULATE IN THS BEFORE ANY PAYME',ITS IS MADE YOUR CONTRACTOR IS REQUIERED TO '/ R T-' `N RELEASE OF LIEN FROM ANY PERSON OR COMPANY THAT HAS DU A "NOC ICE TO OWNER" FLORIDA COSTRUCTION LIEN LAW IS COMPLEX.AND IT IS THAT YOU .:ONSULT r.S ATTORNEY _..3 -ED AS DED BY OWNER(S) PROPOSAL FOR WINDOWS INSTALLATION CUSTOMER:BARBARA DELGADO 93 NW 97 ST MIAMI SHORES,FL 305-815-1922 Pv1GFT.PGT INDUSTRIES,INC FROM:RAUL THE WINDOWMAN 786-402-6629 R.R.C.DEVELOPMENT,CO CGC009564 Page 1 of 1 P -IODUCT DESCRIPTION:PGT WINDGUARD PRODUCTS,HORIZONTAL SLIDERS SERIES HR710,WHITE ALUMINUM FRAME,CLEAR IMPACT GLASS,FUULVIEW STYLE. ..HR 30 X 24 XO PRIVATE IMP GLASS 2 -I -IR 72 X 36 XO CLEAR IMP GLASS 210-55 -452.23----- ----------- ------ -------904.46 SUB -TOTAL $1,115.01 SALES TAX 78.05 INSTALLATION 500.00 TOTAL $1,693.06 PERMIT & ENGINEERING FEE 600.00 TOTAL $2,290.00 TIME FRAME,3 WEEKS IF YOU HAVE ANY QUESTIONS,PLEASIE CALL ME OR E-MAIL AT RAULTHEWINDOWMANAAOL.COM THANK YOU RAUL S RODRIGUEZ Friday. Mav 05. 2017 AOL: RaulTheWindowman c33kw °1-1s • •••• • • • ••• •••• • •••••• • ••• • ••••. • • •••••• • • • • • • • • • • • • • ••••••• •••• . ... • ••• • ••• • • • •• •• •• • • • • • • • • • • • • • •• • • •• .... • • • • • • • • ••• • • ••• •• •• • • • •• ••• •• • • • • • • •• • -1-z_•/,3(0 3c��Z4 •• SUBJECT TO COMPLIANCE WI fH ALL FEDERAL y `ATF AND COUNTY RULES AND REGULATIONS �l� J ... • . . . .• .... • • • • ..• • ••• • .. • • • • • • .... • • • • • • • • .... .. •• • • ••• • .. • • • t) 0,) G1S T_5 1� • •••• • • • ••• •• •• • •• •• •• • • • • • • • •• •• • • • • •• • • • • • • ••• • • • •••••••• •••• • ••• • ..• • ••• • • • • . • . • • • • •. • • .. • • • • • • • • • ... • ... • .. • • • •• ... •• • • • • • • •• • • • • • ••• .. ViMS ENGINEER1 ± •,, i Cr Kd=.85 : 2100 W 76 Street, .Hialeah, Florida 33016 FLORIDA BUILDING CO Robert S. Monsour, P.E. FI # 11955 / 0006024 - 0 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DADS 175 MPH WI ZONE Interior &Exterior Zones (4&5 - Walls) Positive Pressures Exposure C For the .175 mph Wind Zone CATEGORY 2 Height (Maximum) • Effective Wind Area (or, Tributary Area) in Square Feet AMP ' 20 .30. . 40 50 60 1.00 0.95 0.92 • ' 0.89 0.88 0.86 15 40. 38.5 37.5 36.7 36.1 . 35.7 20 42.7 .40.8 39.7 38.9 38.3 . 37.8 25 .44.6 42.6 41.5 40.6 40,0 39.4 30 46.5. 44.4 43.2 42.3 41.7 41.1 40 49.4 47.2 45.9 44.9 . .44.2 43.6 50 . 51.8 49.4 48.1 47.1 46.4 45.7 60 53.7 51.2 49.8 _ 48.8 48.1 •40. . . . •. . •.• . . •. .. . Interior Zone (4 = Walls) Negative Pressures ' Exposure.0 For the ,175 mph Wind Zone CATE.RY 2. (Ma imum) Effective Wind Area (or, Tributary Area) in S dt Feet "' AMP ' 20 30 40 5A... _' 6A ` -43. . -1.05 -42.0 • -1.02 -40.9 -0.99 -40.2 -A-98 : 499: ..Q,% '-39.1 15 20 -46.4 -44.4 -43.3 -42.5 , -41.9 -41.4 25 -48.4 -46.4 -45.2 -44.4 -43.8 -43:2 30 -50.5 -48.4 -47.2 -46.3 -45.6 -45.1. 40 -53.6 -51.4 -50.1. -49.1 -48.4 -47.8 50 -56.2 -53.8 -52.5 -51.5 -50.7 -50.1 60 -58.2 -55.8 -54.4 -53.4 -52.6 -52.0 Exterior Zones (5 - Walls) Negative Pressures Exposure C For the 175 mph Wind Zone. • CATEGORY 2 Height (Maximum) . Effective Wind Area (or, Tributary Area) in Square Feet 0 . 20 - 30 - ` 40 50 60 - • . ' . -1.29 -1.23 -1.19 • -1.15 -1.13 (71.5) (._ ' -54.1 . -50..4 • -48.3 -46.8 -45.6 • -44.7. 20 • • -57.2 =53.4,.. • -51.1 -49.5 -48.3 • .47.3 25 -59.8 . -55.8 . '-53.4: . i-51.7 : -50.4 -49.4 30 -62.3 -58.1 -55.7 '-53.9 -52.6 • . '-51.5 40 -66.1 -61.7 . -59.1 -57,.2 . -55.8 -54.6 • 50 -69.3 -64.7 -61.9 -60.0 -58.5 -57.3 60 -71.9 -67.0 -64.2 -62.2 -60.6 -59.4 , f, Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is s but not Iess.than 4% of least horizontal dimension or 3 ft. (h = mean roof height in NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT R ... ••. . •.. . .. . ••• ••• • • •••. DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION ACCEPTANCE OA PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www. m is m i d a d e.2 ov/ec o n o m y 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.ou material fails to perform in the accepted manner, the manufacturer will incur the expense ofisuch,testing a d,lhe AHJ• may immediately revoke, modify, or suspend the use of such product or material within their. juigctiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dadt'C atity Prodliet Control' • Section that this product or material fails to meet the requirements of the applicable'ihhdding code. ' This product is approved as described herein, and has been designed to comply with the FlosidaeI2vilding Code, including the High Veloci DESCRIPTION: Se ' -710" Aluminum Horizontal Rolling Window - L.M APPROVAL sheets 1 thr and seale with the Notice UMENT: Drawing No. 4127-10, titled "Alum. Horizontal gh 11 of 11, dated 02/28/06, with revision G dated 05/05/16 by Anthony Lynn Miller, P.E. o • ccep ance number Section. MISSILE IMP LABELING: ach unit model/series, an noted herein. a Pas .. • • • ... . • . ... • • • • :Window, Impact", e by manufaotitsers signed e County Produot..�ent3rol Rey sjon.stamp, i Dade County Productntrol T ► : Large and Small Missile Impact Resistant. all bear a permanent label with the manufacturer's ontrol Approved", unless otherwise r logo, city, state, statement: "Mi uc 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-1, 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 Expiration Date: December 21, 2021 Approval Date: September 01, 2016 Pa • • • 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 $lacg door, • a PVC fixed window and an aluminum sliding glass door, using? k disp4e L}S 1 TPS •• spacer system, Duraseal® spacer system, Super Spacer® NXTnol der systbin acid XL EdgeTM spacer system at insulated glass, prepared by Fenestrafiori fiesting LaNratoryi Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-'8,9.7.Q,6 dated• •1'r/"16/15 06/07/16 and 06/02/16 respectively, all signed and sealed by Iddmis Ortega, I E. • • 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201'-94► • • • 2) Cyclic Wind Pressure Loading per FBC, TA52i13r94•• along with marked -up drawings and installation diagram of an :CON alumir nn• • . • horizontal sliding window, prepared by Fenestration Testing Ldbafatbry, I a , Test • . Report No. FTL-5330, dated 07/18/07, signed and sealed by Carlos S. Rionda: 4E. (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 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) • E-1 Manuel Per E. Product Control E ner 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 Edmund() Largaespada, P.E. (Submitted under NOA No. 06-0405.06) ::';:; C. CALCULATIONS . 1. ..1. .. lculations and structural analysis, compl'i$n 1%'ith FBC!5te erification dition (2014), date Anthony Lynn M. 05/14/15, prepared by manufacturer, signg • nrd sea by r, P.E. er previous NOA No. 15-0519.09) 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. E-2 'uM anuel Pe Product Control E NOA No. 16- .13 Expiration Date: December 21, 2021 Approval Date: September 01, 2016 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-4859b issued by Fenestration Testing Laboratory, Inc., dated 03/08/06, .signed and.44,11ed by • Edmundo Largaespada, P.E. • (Submitted under NOA No. 06-0405.06) • • • • 5. Proposal No. 16-0125 issued by the Product Control Section, Med March 09•, 2016•, • signed by Ishaq Chanda, P.E. •„,,•• . . G. OTHERS • • ••. • .. .. . . • 1. Notice of Acceptance No. 15-0519.09, issued to PGT Industrie:albrtneir Serie§ "HR -710” Aluminum Horizontal Rolling Window - L.M.I., approvgd on qt(801.5 and: expiring on 12/21/21. E-3 . . . •. • a*ue Manuel Pere Product Control Exa i • r NOA No. 16-0714.13 Expiration Date: December 21, 2021 Approval Date: September 01, 2016 • .• • ••• • • • •. .. GENERAL NOTE AND INTEGRAL FIN WINDOW NG OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TY" - 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. STANDARDS USED: •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-09 •ANSI/AFBPA NDS -2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM -2010 •AISI-S100-07/S2-2010 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. 7/18" 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) UTE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. 1. 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 114' AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090' "PVB" INTERLAYER. K. 13/16" LAMI 10: (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 10: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTIN - • 2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. 2. CONFIGURATI• . OX, O, 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. q, A TNF 331/31 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. FRAM •1 ' • - - , • ITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-4858, FTL-4859 AND FTL-5330. ELCO TEXTRON NOA'S ANSI/AFBPA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).• • • • • • • • • • • • • 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CA16.80111TME WP AND AMOHOR QUANTITY REMAIN UNCHANGED. • • • • • • • • • •• ••• •• • • • •• "PVB' =.090" BUTACITE® PVB INTERLAYER BY KURARAY AMERICA, INC. Raeder. JR Cbis X5/16 Redeem ADDED SPACERS TO SHEET 2. he• ;bawd Or Claw Deco*. F.IG Y▪ I&OB tt.crdA: J.J. Nix 3/2306 1070 TECHNOLOGY DRIVE N. VENICE. F1.34275 P.O. BOX 1529 NOKOMIS, FL 34274 • "5 tEN •RA• sr • • E • • ALUM"11-IORIZOMTAt ROLLER WINDOW, IMPACT _ •e• -. . e>&• • ace • n•eeha Rn Visibly Beton HR7I0 NTS 1 r 11 4127-10 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 thmthlY[eg with 1b0 Florida Building Code A5 ce No Exekali= Dene Oma / 21 B Miem 0.114 A LYNN 'M5iER, P.E. P.E.# 58705 ••• • • • • ••• • • • a • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •e •e ••• • • • ••• • • 1/2" NOM. GLASS BITE 1/2' NOM. GLASS BITE 60,61,62 / 33,64,65) 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 3/18" ANNEALED OR HEAT STRENGTHENED C AAA .090 PVB INTERLAYER .080 PVB INTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 3/18' ANNEALED OR HEAT STRENGTHENED GLASS 5/16'940M. 7/18' LAMINATED 5/16" LAMINATED GLASS 12' NOM. GLASS BITE EXTERIOR INTERIOR (ALL SECTIONS) 66,67,68,69,70,71 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .060 PVB INTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 5/16' LAMINATED 5/16' OR 3/8' AIR SPACE 1/6- OR 3/16' ANNEALED OR TEMPERED GLASS 13/16- NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI STRUCTURAL POLYISOBUMEN WITH DESICCANT EXT. GLASS SILICONE STRUCTURAL SILICONE 1/4" NOM. FOAM WITH DESICCANT r-,;)KODISPACE 4SG TPS 7/16 LAMINATED GLASS 1/2" NOM. GLASS BITE Part# Description Material 75 Kommerling 4SG TPS Spacer System See this Sheet Materials 76 Quanex Super Spacer nXT with Hot Melt Butyl 77 Quanex Duraseal Spacer 78 Cardinal XL Edge Spacer REFERENCE TEST REPORTS: FTL-6717, "PVB" _ KURARAY BUTACITEe PVB INTERLAYER Or SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7116' LAMINATED 3/16' OR 1/4' AIR SPACE 1/8' or 3/16' ANNEALED OR TEMPERED GLASS 13116' NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI . HOT -MELT BUTYL 3/16" NOM. BUM & DESICCANT FOAM EXT. GLASS EXT. GLASS NT. GLASS INT. GLASS SUPER (,--;\SPACER®NXT'A ALUMINUM REINFORCEMENT poiviso- BUMENE SEAL Olt ROLL-FORMED STAINLESS STEEL II r 5/16" NOM DESICCANT FILL AREA 5/16" NOM. SILICONE SEAL EXT. GLASS 114 GLtASS• • • • • • • • -•R ! DUItASEAL)i • I': i • J(LI• ItD8artT4 On �•� �� SP ak ••i ••i •• • 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. PRODUCT REVISED as complying with the Florida Melding Code Acceptaoa No I(o"O Yatton Date ar-ntgi - .1 Miami e.dePredaet I master: that JR 0510 5/16 0 ADDED SPACERS. Diu Iia Drs Pre* Dar FJG Z2&t)8 rYar47r r3 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS. PL 34274 • ••• w -w• • T• elA•TNG D ffAfL•9• '1.U4J"I R!Z& T4ItILLER WINDOW, IMPACT It�4aa4• ay • • atr: • MR710 Full 2 + 11 4127-10 G b.' A LYNII �itl P.E. P.E.# 58705 • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • 000 • • • • 000 • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • TABLE 1. XOX (1/4,1/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 38" 38 3/8" 48" 50 5/8" 54" 60" 63" 84" 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 +60.0 -60.0 +60.0 1 -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 10.0 +58.8 -58.8 +56.2 -56.2 FOR INSTALLATION IN 106 3/8" 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 +55.2 -55.2 +52.3 ':. -52.3 THE HVHZ ABOVE 30 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 ? •80.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 � -54.6 +51.7 ' -51.7 PES G - FTL SHALLGLASS HAVETYAE , 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 I -60.0 +60.0 -60.0 +60.0 , -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 . -50.9 TCAP.EMPEREDBOTHTHE I.G. GLDPASS UP TO 111" C,I +60.0 -60.0 AND ANCHOR UP TO 111" D,E,F, J,K L 75.0 CHAY REMAIN QU+75.0 UNCHANGED. XOX (1/3,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" TABLE SMALLER) 2. WINDOW GLASS WINDOW HEIGHT TYPE ALL HEIGHTS UP TO 63" WIDTH TO 88 7/16" A'B'C' G,H,I +60.0 -60.0 TO 86 7/16" D,E,F,Ik\ J K L C.) +75.0 -75.0 TABLE 3. OX AND XO FLANG"R INTE RAL FIN WIN OWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT IDTH TYPE 38 3/8" 48" 50 5/8" 54" 60" 63" 60" o A , , +75.0 -75.0j+75.0 1 -75.0 +75.0 1 -75.0 +75.0 -75.0 +75.0 f -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 66" A,B,G,H +75.0 -75.0 +75.0 1 -75.0 +75.0 I -75.0 +75.0 -75.0 +75.0 1 -75.0 +75.0 -75.0 +74.2 1 -74.2 +70.2 1 -70.2 72 Cn3,G,H +75.0 -75.0 +75.0 -75.0 +75.0 1 -75.0 +75.0 -75.0 +75.0 1 -75.0 +75.0 -75.0 +69.6 j -69.6 +65.2 1 -65.2 pWRODW,-f REVISED plying wub the Florida 74" A,B,G,H +75.0 -75.0 +75.0 t -75.0 +75.0 j -75.0 +75.0 -75.0 +75.0 1 -75.0 +75.0 -75.0 +68.1 1 -68.1 +63.8 i -63.8 °i t/ -O 14.. Ex. rmonDow iTIFIV1 / j*ZI UP TO 74" C,D,E,F, I J K L +75.0 75.0 3Y //04._ ' .a • Mom, ... Prodaet C. . . r -6R•4858 (XOX), FTL-4859 (OX & XO) AND FTL-5330 . 5/16" LAMI - (1/8" A, .090,1/8" 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) B. - (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) H. 13/16" LAMI IG-1/8" OR8/16"A (MNJ.);5/i6" 0%34 Att SJVCE, 5/16" LAMI I. 13/16" LAMI IG-118" OR 3M6"A (bMIN.).5/'F6" OR�/8; AIR ?RACE, 5/16" LAMI J. 13/16" LAMI IG-1/8" OR 3M6'"A/MIN.),•311 6" 011t61/4: SPAGiE•,97/16" 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 118" OR/1§A�WIIN.), 3116" OR 1/4" SPACE, 716" LAMI - - (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) .. _ 4111,70- =' Arad lks Lim*• • •.DESIbaPRESSURES ,,,,.ay, Mx Mame 1o7o NOLOCaY ORNF�-11-111 N•Peux ni I _i limit*: o.r IOnWie iiii - �glyJM. RIZONTAL ROLLER WINDOW, IMPACT,f;,,,.." •'"' �•� A LYNJMLLER, P. "1* F.K Z2808 �yylr J.J. :/23/08 NOKOMIS. FL 34274 Visibly Better HR710 NTS 3 + 11 4127-10 G P.E t 58705 000 • • • • 000 • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • 27 3/8" 27 3/8" 27 3/8" MAX.DLO 54 5/16"MAX.DLO FIXED MAX.DLO MAX.DLO VENT VENT FIXED p D jli T_ ? B B B B i I I I 110"MAX.WIDTH I.F.FRAME 85 7/16.MAX.WIDTH I.F.FRA ME—�{ r. — =1 _II r �---111'MAX.WIDTH FLANGE FRAME 7/16"MAX.WIDTH FLANGE FRAME DETAIL B-XOX(1/4-1/2-1/4) DETAIL C-XOX(1/3-1/3-1/3) NOTE: 33 9/16"MAX. 3 MAX.H61.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. DLO FIXED C �— DLO VE SNI. ' Q SEALANT OR GASKET ,. {-• E 63"MAX. AT HEAD AND SILL FLANGE A i I A ALL FRAME 15 56" CO FIG. 57 3/8" PRODUCT REVISED MAX. / / MAX. —— 15 I.F.FRAME B complying wish dIe Fbrida DLO ALL Ruitdin Code DLOALLVENTS 62"MAX. -- Ce`pl-IVo1 -D LITES imim Dab I.F.FRAME ALL 'y X CON-FIG. „q. Pradoet I • • • • • • • • 13 FLANGE FRAME 73"MAX.WIDTH I.F.FRAME I •• ••• •• • • • 09 VIEW D-D (FRAME CORNER CONSTRUCTION) - - "MAX.WIDTH FLANGE FRAME --�1 - - XORXO - • ••• • • awa4� • • • • a-Ur" • • • • T•ELELS4TIONS 7070 TE610LOG►DR •++�-yyy_r N.•ENICE,FLi6 AdJkf R/ZONTAL ROLLER WINDOW,IMPACT ��' �' • %.8.lox 15A Oae NOKOMIS,FL 34274 Vai4'Bearr NTS 44127-10 G aLYNE MILILLP.E. FJC 22M JJ. 3R3g8 0:0 •• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXTERIOR MAX. HEIGHT FLANGE FRAME MAX. VENT DLO MAX FIXED DLO 111 SECTION C -C (VERTICAL SECTION, FLANGE FRAME) INTERIOR MAX. VENT DLO EXTERIOR INTERIOR MAX. FIXED DLO MAX. WIDTH (FLANGE FRAME) SECTION B -B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) MAX. FIXED DLO MAX. VENT DLO MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) . 1111111110pr 0 0 0 whiimid 0 0 1---9 . EXTERIOR pi r_11° 1INTERIOR OPWRI•• • OOOOOO • • • • Ian 0 4o gRe e • • ir EXTERIOR • • • • • • • • • • • • SILL (VERTICAL SEQT1p3 LF. FF1AMW.. (VERTICAL SECTION, I.F. FRAME) HEAD MAX. DLO awed* Delit RwAlow Aroaar *Nicker Rowe Of ea. Drawn br F.K orraw06 ch.d.sey• J.J. • • • • 1070 TE4I4NOLOGAPRIVE N.16ENICE, FL 3427e $.8. OX 1521 NOKOMIg, FL 34274 Vasa& Bette. • • •SECRONS -gr•—•--11/ .4410 ilbRIZONTAL ROLLER WINDOW, IMPACT HR710 Ikat Haff 5 e 11 OnaftW 4127-10 G PRODLICc REVISED as complying with the Florida Building Code Acceptaoce No I .3,ml-rte rrYal01 21 1,0 A. LYNN MUER. P.E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 00 00 • • • 00 00 0041 • • • 111 • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESCRIPTION MAT'L PGT# ITEM DWO/ REVI DESCRIPTION 1 MAT'L 1 PGI# ITEM DWGi REV FRAME HEAD 6063-T6 AL 612237 66 GLASS, 13/16" LAMI IG-1/8"A (MIN), 3/8"AIR SPACE, 5/16" LAMI (1/8"A, .090 PVB, 1/8"A) 1 4102 A FLAN(£ LIFT CLIP) 6063-T5 AL 612244 67 " 13/16" LAMI IG-1/8"A (MIN.), 3/8" AIR SPACE, 5/16" LAMI (1/8"A..090 PVB, 1/8"HS) 2 4025 SASH STOP (STD.) (ANTI 7834AA 68 " 13/16" LAMI IG1/8"A (MIN.), 3/8" AIR SPACE, 5/16" LAMI (1/8"HS, .090 PVB, 1/8"HS) 3 #8 X 3/4 PH. PAN HEAD AL 69 " 13/16" LAMI IG-3/16"A (MIN.), 5/16" AIR SPACE, 5/16" LAMI (1/8"A, .090PVB, 1/8"A) 4 4053 SASH STOP COVER (SASH STOP) 6063-T5 " AIR SPACE, 5/16"LAMI (1/8"A,.090PVB, 1/8"HS) 6 4136 FLANGE FRAME SILL 6063-T6 AL 64136 70 13/16" LAM I1O-3/16"A(MIN.),5/16" 13/16" LAMI IG-3/16"A (MIN.), 5/16" AIR SPACE, 5/16" LAMI (1/8"HS, PVB, 118"HS) 7 4137 SILL ADAPTOR 6063-T6 AL 64137 71 .090 13/16" LAMI 1G-1/8"A(MIN.),1/4"AIR SPACE, 7/16"LAMI (3/]6"A, PVE, 3/16"A) 8 4131 ROLLER TRACK 6063-T6 AL 64131 72 73 .090 13/16" LAMI IG-1/8"A (MIN), 1/4" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16"HS) 10 71298 WEER HOLE COVER POLYPROP. 71298 74 13/16" LAMI1G-1/8"A (MIN.), 1/4" AIR SPACE, 7/16" LAMI (3/16"HS, .090 PVB, 3/16"HS) 12 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 75 13/16"LAM IIG3/16"A(MIN.),3/16" AIR SPACE, 7/16"LAMI (3/16'A,.090PVB, 3/16"A) 13 4002 A FLANCiEFRAME7AMB 6063 T6 AL 612225 76 13/16" LAMI IG3/16"A (MIN.), 3/16" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16"HS) 14 4134 GASKET FOR MAIN FRAME SILL JOINT 74134W /K 77 " 13/16" LAMI IG3/16"A (MIN), 3/16" AIR SPACE, 7/16" LAMI (3/16"HS, .090 PVB, 3/16"HS) 15 1155 #8 X 1.000 QUAD PN. SMS 781PQA 90 1014 SCREEN FRAME (HOR & VER) 3105-H14 AL 16 4110 G SCREEN ADAPTOR 6063-T5 AL 64110G 91 1630 SCREEN CORNER KEY W /RING POLYPROP. 17 4054 B FIX D MEETING RAIL 6063HD-T6 AL 64054A 92 1631 SCREEN CORNER KEY W /OUT RING POLYPROP. 19 4066 WSTP.,.187 X .230, FIN SEAL 64066G 93 1073 SCREEN SPRING ST.ST. 21 4105 SASH TOP & BOTTOM RAIL 6063-T5 AL 612240 94 1624 SCREEN SPLINE- .135 DIA. FOAM EM PVC 22 1683 W STP.,250 X BACK, FIN SEAL 61683G 95 1635 SCREEN SPLINE- .135 DIA. HARD EM PVC 23 225-1 .270 ROLLER HOUSING & GUIDE 42112HD 96 SCREEN CLOTH ROLLER WHEELS BRASS 7BRWHL2 24 29 226 4128 BRASS HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 4006 D SASH MEETINGRAIL 6063HS-T6 AL 64006 2 710 33 1235 W STP.,.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 2.624 38 1683 WSTP.,.250 X.270 BACK, FIN SEAL 6168307 39 7070 BULB WEATHERSTRIP .187 X 275 67070K + 062 40 LIFT RAIL COVER CAP 74078"C' L OR R 41 4139 I.F. FRAME HEAD 6063-T6 AL 64139 I.F. FRAME HEAD 42 4140 LF. FRAME SILL 6063-T6 AL 64140 0 #4139, 6063-T6 43 4141 IF. FRAME JAMB 6063-T6 AL 64141 50 GLAZING SILICONE, DOW 899, 995 OR EQUIVALENT IPmRco°DmPlyiogREw‘INSZ)FloridoCC S 51 1224 VINYL GLAZING BEAD BULB (THICK) 6TP247W,K 1225 VINYL GLAZING BEAD BULB (THIN)BBuiaitgcate 6TP248K 2.784 I cccptmtz MO ,V ' O 52 P'wti"n Dom •'?_ # 2I 53 4039 B GAZING BEAD - 5/16" 6063-T5 AL 64039B 54 4044 B GAZING BEAD - 5/16" W /GRITS. KIT 6063-T5 AL 644703 .062 1 3.152 °Y J6 4A - ss , na•", o proms 55 4222 A GLAZING BEAD - 7/16" 6063-T5 AL 64272 56 985 C GLAZING BEAD - 7/16" W/GRILL KIT 6063-T5 AL 6985 �--1.968 .062 -.- 59 4067 GAZINGBEAD-13/16' 6063-T5 AL 64067 60 GLASS PVB, 1/8" A) • • 5/16" LAMI (U8"• • (43 J• CF. IRItlt JAMB � , _ 61 " .090 • • 5/16" LAMI (1/8" A, .090 PVB, 1/8" HS) • • • • • ✓ • • 10114&, 6063-T6 • • • • • • • 62 " 5/16" LAMI (1/8" HS, .090 PVB, 1/8" HS) • • •• •__ • • • • • • •• • • • •• :,',5 ::::,.'..f: 63 " 7 16" LAMI (3/16" A, .090 PVB, 3/16" A) 2.710 64 " 7/16' LAMI (3/16" A, .090 PVB, 3/16" HS) 42 .F. FRAME SILL 65 7/16" LAMI 3/16" HS, .090 PVB, 3/16" HS) _ _ • #4140, 6063-TB • g ly (b :• •�..`_.,;_.- NOLOGYDRNF7 • • • • tS r,cT �7 - -.:�; �. ��� Os R s 1070 TEFF N.'ENICE, FL - -. �� • ROLLER WINDOW, IMPACT •F • •"'t"tx b6.iox 15.41 SIM. (iORIZONTAL NOKOMISFL 34274 Better A LYNN MILLER P.E. Omen*. FIG ttdw 228/1]6 OWN Jr. Or" 323/08 ,Arab i0i710 NTS 6 11 4127-10 G P.EM 5870.5 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .052 1.373 L-2.710 O FLANGE FRAME HEAD #4102A, 6063-T6 062 .490 .490 J1 11 k -1.451- O SASH STOP #4025. 6063-T5 73 1F--- 1.122 J 3.152 O FLANGE FRAME SILL #4136, 6063-T6 .061 .437 1.461 O HORIZ. ROLLER TRACK #4131,6063-T6 .062 2.279 1.183 0 SASH TOP & BOTTOM RAIL #4133, 6063-T5 .050 .678 1.096 i1 0,GLAZING BEAD, 5/16" #40448,6063-T5 (USED W/ GRILL KIT) .062 1.187 -y 1.081 1 - 32 SASH MTG. RAIL #4006D, 6063HS-T6 • • 55 GLAZING BEAD 7/1BI'• #4222A, 6063-T5 • •• ••• • FRAME SILL ADAPTER #4137, 6063-T6 1---14o3-1 17 FIXED MEETING RAIL #4054B,6063HD-T6 2.128 1.349 .062 -1.291- SASH SIDE RAIL #4126, 6063-T5 .050-,. -11.56+-H1 .• 1LPrIP1GV D?7/16" • •#995860 T5 • • • • • • • (USED WYGRLLL Ii) .678 AAA ars 0t ArAmianw OAK Drew DK F.K ?!2&06 J.J. 3723,i16 •• ••)• 1070 TE6IICE. FL 5NE• N. ICE, FL 5 1521 NOKOMIS, NOKOMIS, FL 34274 • • • • • •f4U4IONS 4iribly Bette/ �1.513� I .040 .738 O SASH STOP COVER #4053, 6063-T5 Fes ---2.784 -8-{ 1.363 13 FLANGE FRAME JAMB #4002A, 6063-T6 .050 .678 1.096 +-I -T 53 GLAZING BEAD, 5/16" #40398, 6063-T5 .683 .050 T-------1-- I 1.097 GLAZING BEAD, 13/16" #4067, 6063-T5 •AJ lM. tfORIZONTAL ROLLER WINDOW, IMPACT Half 7 + 11 4127-10 G HR710 PRODUCT REVISED as complying with the Florida Building COcle Acceptance No ICo" O / Ex, initial Date A. LYNN MILLER P.E P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 400• • • • 0041 • • ANCHOR QUANTITIES, XOX (114112-114) 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 H Ica HEAD d SILL '; ;' i2 HEAD & SILL •. f ' i. 1m HEAD d SILL } f .a I> iy sm HEAD & SILL } g a }> /0 HEAD & SILL =, I", iy `m HEAD & SILL IFT, ;a 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) FOR INSTALLATION IN THE HVHZ ABOVE 30 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+11 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+11 2 1+C2+1+02+1 i 2D. 7/16" LAMI - (3/16' A,.090, 3/16" A) ANCHOR QUANTITY REMAIN UNCHANGED. 48.000 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+1I; 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1 i 3 E. 7/16" LAMI - (3/16" A..090, 3/16" HS) F. 71/3/161'6LA (I3/01-6 03/16" 6 -I 50.625 1+C2+1+C2+1 1 3 1+C2+1+C2+11 3 1+C2+1+C2+1 1 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+02+11 3 1"/8OR A (HMS) 'LMAMI .),N5/16" OR 3/8" SPACE, 5/16" LAM} - (118" A,.090, 1/8" A) 54.000 1+C2+1+C2+1; 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 i 3 H. 13/16" LAMI IG - 1/8' OR 3/16" A (MIN.), 5/16" I. 13/16" LAMI IG - 1!8" OR 3/16" A (MIN.), 5/16" OR 318" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" HS) OR 3/8" SPACE, 5/16" LAMI - (118" 0, 1/8" HS) 60.000 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 t 3 J. 13/16" LAMI IG- 1/8' OR 3/18" A (MIN.), 3/16" A,.09 OR 1/4"SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" A) 63.000 1+C2+1+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+11 3 1+C3+1+p+11 3 K. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/18" t3/16' 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) OR 1/4" SPACE, 7/16' LAMI -(3116' HS,.090, 3/16" HS) 60.000 x 38.375 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+1+C2+11 2 1+C2+2+C2+11 2 L. 48.000 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+2+C2+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, TABLE AND BASED ON THE FOLLOWING GO TO NEXT LARGER WINDOW IN TABLE. 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1i• 3 1+C2+1+C2+11 3 1+C2+1+C2+1( 3 1+C2+1+C2+11 3 1+C2+2+C2+1 3 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+ti 3 i 1+C2+1+C2+11 3 1+C2+2+C2+11 3 HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING 25 3/4" MAX. FROM CORNERS. RAIL CENTERLINE. 60.000 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+C3+2+C3+1 3 JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.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+I1 3 1+C2+1+02+1; 3 1+C3+2+C3+1 3 TABLE KEY: 1+C2+2+C2+11 2 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 X O X 74,0001 38.375 3 1+C2+2+C2+11 3 1+C2+2+C2+11 3 11+C3+4+C3+1 1 3 1-...--ANCHOR QUANTITY PER JAMB 48.000 1+C2+2+C2+11 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+11 1 50.625 1+C2+2+C2+11 3 1+C2+1+C2+11 3 1+C2+2+C2+1 3 1+02+2+C2+11 3 1+C2+2+C2+11 3 1+C2+2+C2+11 3 1 HEAD AND SILL ANCHOR QUANTITY. 54.000 1+C2+2+C2+11 3 1+C2+1+C2+1 3 1+02+2+C2+1; 3 1+C2+2+C2+11 3 1+C2+2+C2+11 3 1+C3+2+p+11 3 A CLUSTER OF (3) ANCHORS AT EACH MEETING RAIL CENTERED PLUS (1) 60.000 1+C2+2+C2+1 3 1+C2+1+C2+1 1 33 1+C2+2+C2+11 3 1+C2+2+C2+11 3 1+C2+2+C2+1 3 1+C3+2+C3+1 i 3 ANCHOR AT EACH OPERABLE VENT 63.000 1+C2+2+C2+11 3 1+C2+1+C2+11 3 1+C3+2+C3+11 3 1+C3+2+C3+11 3 1+C2+2+C2+11 3 1+C3+2+C3+11 3 PLUS (4) ANCHORS AT (12) ANCHORS TOTAL FIXED SECTION. AT HEAD AND SILL. 84.000x 38.375 1+C2+2+C2+11 2 1+C2+2+C2+11 2 1+C2+2+C2+11 2 1+C2+2+C2+11 2 1+C2+2+C2+11 2 1+C2+3+C2+11 2 48.000 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+02+11 3 1+C3+3+p+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+02+2+C2+ 1; 3 1+C3+3+03+11 3 25 3/4" 64.000 1+C2+2+C2+11 3 1+C2+2+C2+11 3 1+02+2+02+11 3 1+C2+2+02+11 3 1+C2+2+02+11 3 1+C4+3+C4+11 3 1 I F I max. —..{ )-.—•3" MIN. 8 1+C2+2+C2+11 3 1+C2+2+C2+1} 3 1+C3+2+C3+11 3 1+C3+2+C3+11 3 1+C2+2+C2+11 3 1+C4+3+C4+11 3 J_ 9' REF. 1 111 1 1 1 1 1 1 1 1+02+2+C2+1I 3 1+C2+2+C2+1' 3 1+c3+2+C3+1i 3 1+C3+2+C3+11 3 1+02+2+02+11 3 1+C4+3+C4+11 3 _ _ 0 X PRODUCT REVISEDas 1+C2+2+C2+1 } 2 1+C2+2+02+11 2 t 1+C2+3+C2+11 2 1+C2+3+C2+11 2 1+02+3+C2+1 2 1+02+4+C2+11 2 r complying with me Florida 1+C2+3+C2+11 3 1+C2+2+C2+11 3 1+C3+3+C3+11 3 1+C3+3+C3+1I 3 1+02+3+02+11 3 1+C3+4+C3+11 3Building MTG. RAIL, TYP. — Code Acc<Pwa Ha I (o-O I4 1+02+3+C2+113 1+C2+2+C2+11 3 1+03+3+63+11 3 1+C3+3+C3+ 11 3 1+C3+3+C3+1j 3 1+03+4+03+1f 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS . '. D J '4'/ 21 3 1+C3+3+C3+11 3 1+C4+4+04+1) 3 SHOWN IN TABLE KEY ABOVE) BY LII tt ', 1+p+3+C3+11 3 1+02+2+02+11 3 1+03+3+03+11 3 1+63+3+63+11 1+03+3+C3+11 3 1+C2+2+C2+11 3 1+64+3+04+1' 3 1+C4+3+C4+11 4 1+03+3+C3+ 11 3 1+C4+4+C4+11 3 t+C3+3+C3+ti 3 1+02+2+02+11 3 ! 1+64+3+04+11 3 1+64+3+64+11 4 1+64+3+04+11 3 1+C5+4+06+11 3 25 3/4" MAX. f1 1f2" TYP. 1+02+3+62+11 2 1+C2+2+C2+1j 2 1+C2+3+C2+11 2 1+02+3+62+11 3 1+C2+3.C11+1}t•1•C2.4+02+1i 7 • • — I..-3" MIN. - 1 • • • ♦ • • • i 1 1►41 1 48.000 1+02+3+62+11 3 1+62+2+C2+11 3 1+C3+3+C3+11 3 1+63+3+63+11 3 1+C2+8+:2+1I 3..C3+44(+1+3 • • 1441 X 1 1 1 O X 50.625 1+02+3+62+11 3 1+62+2+02+11 3 1+63+3+63+11 3 1+C3+3+63+113 1+C3+3+C3011 3 1+63.4+4#143 • • • —+ 54.000 1+03+3+03+113 1+62+2+C2+113 1+03+3+63+113 1+03+3+C3+113 t+C3+3+t3+1�J•14C4+41•&+1iI' • •• -_ •; _ 60.000 1+03+3+03+11 3 1+C2+2+C2+113 1+C4+3+C4+11 3 1+C4+3+04+1) 4 1+C3+3+C3+11 3 1+C4+4+C4+1) 3 MTG. RAIL,TYP.— _ " 14 6 3 3_1+C4+3+04+1 4 1+C4+++Cj 1.3 1+65+4+c1� s+ EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS . 63.000 1+03+3+C3+1) 3 1+C2+2+02+11 1+04+3+C4+11 arty DM Ral•ne • • • • • •4�,ANChi0I14GE � SPACING, XOX (1/4-1/2-1/4) -. *ma 1411 "`°"` ,u7a� N. FL ' "ems'•+,M ROLLER WINDOW, IMPACT '' ,: w,.aw: Ix+K � $13.11E, R.e. Rox,s49 VOR/ZONTAL � NOKOMIS, FL 34274 Visibly Better •„� ...t •.+ow i.. A LYNN MILLER. P.E. •.na1� F.K. 0.* 22&08 a•era� J.J. t» 32308 PPM NTS 8 ♦ 11 I 4127-10 G P.1.1 58705 • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 400• • • • 0041 • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • 600 • • • ••• • • ANCHOR QUANTITIES, XOX (1/3-1 /3-1/3) WINDOWS TABLE 5 NOTES: IGLASS 'TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L ANCHOR TYPEY 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC 1. ANCHOR TYPES: 1 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES - Icon, im 2. GLASS TYPES: WINDOW SIZE W H HEAD & SILL 'T -a, HEAD & SILL T -�, HEAD & SILL 19 -4, HEAD & SILL f HEAD & SILL 1 -Q+ ! HEAD & SILL 12 :-' . A. 5/16" LAMI - (1/8" A,.090, 1/8" A) B. 5/16' LAMI - (1/8" A,.090, 1/8" HS) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A 48.000x 38.375 1+C2+1+C2+11 2 1+02+1+02+1 2 1+C2+1+02+11 2 1+02+1+C2+11 2 1+C2+1+02+1` 2 1+02+1+02+1 2 C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) D. 7116" LAMI (3/16" A,.090, 3/16" A) TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 48.000 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+11 3 1+02+1+C2+1 3 1+C2+1+C2+1 0 3 1+C2+1+C2+1 - 3 t E. 7/16" LAMI - (3/16" A,.090, 3/16" HS) 50.625 1+C2+1+02+11 3 1+02+1+02+11 3 1+62+1+02+11 3 1+02+1+02+1 3 1+02+1+C2+11 3 1+C2+1+C2+1 3 F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) 54.000 1+C2+1+C2+1 3 1+02+1+02+11 3 1+02+1+C2+11 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1+02+1+C2+1 3 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) 5/16" OR 3/8" SPACE, 5/16" LAMI A,.090, 1/8" HS) 60.000 1+02+1+02+1 3 1+02+1+02+11 3 1+02+1+02+11 3 1+C2+1+C2+11 3 1+02+1+02+1 3 1+C2+1+02+11 3 H. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), - (1/8" 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) 63.000 1+02+1+02+11 3 1+02+1+02+11 3 1+02+1+C2+11 3 1+02+1+C2+11 3 1+C2+1+C2+11 3 1+03+1+03+11 3 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) 53.125x 38.375 1+02+1+02+11 2 1+C2+1+002+11 2 1+02+1+02+11 2 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+11 2 K. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7116" LAMI - (3/16" A,.090, 3/16" HS) 48.000 1+C2+1+C2+1 3 1+02+1+02+11 3 1+C2+1+C2+11 3 1+62+1+02+11 3 1+02+1+02+11 3 1+02+1+02+11 3 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) 50.625 1+C2+1+C2+11 3 1+02+1+02+1 3 1+02+1+02+11 3 1+02+1+02+11 3 1+C2+1+C2+1 3 1+0211+C2+113 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 54.000 1+C2+1+C2+11 3 1+02+1+02+1 3 1+C2+1+C2+11 3 1+02+1+62+1 3 1+C2+1+C2+1 3 1+02+1+02+11 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 60.000 1+02+1+02+11 3 1+02+1+02+11 3 1+02+1+02+11 3 1+02+1+02+11 3 1+02+1+02+11 3 1+03+1+03+11 3 RAIL CENTERLINE 63.000 1+C2+1+02+11 3 1+02+1+02+11 3 1+C2+1+C2+1 3 1+02+1+02+11 3 1+02+1+02+1 3 1+03+1+03+11 3 HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING 25 314' MAX. FROM CORNERS 60.000 x 38.375 1+02+1+02+11 2 1+02+1+02+11 2 1+02+1+02+11 2 1+02+1+02+11 2 1+02+1+02+1 2 1+02+1+02+11 2 JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. 48.000 1+02+1+02+113 1+02+1+02+1 3 1+02+1+02+113 1+02+1+02+113 1+02+1+02+113 1+02+1+02+113 TABLE KEY: 50.625 1+02+1+02+113 1+02+1+02+113 1+02+1+62+113 1+02+1+02+113 1+02+1+02+1 3 1+02+1+02+113 X O X 54.000 1+02+1+02+11 3 1+C2+1+02+11 3 1+02+1+02+11 3 1+02+1+02+11 3 1+C2+1+C2+1 3 1+03+1+03+11 3 I1+C3+1+C3+1 1 3 If -ANCHOR QUANTITY PER JAMB 60.000 1+02+1+02+113 1+02+1+02+11 3 1+02+1+C2+113 1+02+1+02+113 1+02+1+02+11 3 1+63+1+03+113 HEAD AND SILL ANCHOR QUANTITIES 63.000 1+62+1+C2+11 3 1+C2+1+02+11 3 1+02+1+C2+11 3 1+03+1+03+11 3 1+02+1+02+1 i 3 1+03+1+03+11 3 66.000x 38.375 1+C2+1+C2+11 2 1+C2+1+02+11 2 1+02+1+C2+11 2 1+02+1+C2+1 2 1+02+1+C2+11 2 1+02+1+02+11 2 A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) 48.000 1+62+1+02+11 3 1+02+1+02+11 3 1+02+1+C2+1 3 1+02+1+C2+1( 3 1+02+1+02+11 3 1+02+1+02+11 3 ANCHOR AT EACH OPERABLE VENT 50.625 1+C2+1+C2+113 1+62+1+02+111 3 1+02+1+C2+11 3 1+02+1+02+11 3 1+02+1+C2+11 3 1+C3+1+03+11 3 PLUS (1) ANCHORS AT FIXED SECTION. TOTAL AT HEAD AND SILL. 54.000 1+02+1+02+11 3 1+02+1+02+11 3 1+02+1+02+11 3 1+02+1+02+11 3 1+02+1+02+11 3 1+03+1+03+11 3 (9) ANCHORS 60.000 1+02+1+C2+11 3 1+02+1+02+11 3 1+02+1+02+11 3 1+03+1+03+11 3 1+02+1+02+11 3 1+03+1+03+113 (3" MIN. O.C. ANCHOR SPACING) 63.000 1+62+1+02+11 3 1+02+1+02+11 3 1+03+1+03+11 3 1+03+1+03+11 3 1+02+1+02+11 3 1+03+1+03+11 3 74.000 x 38.375 1+62+1+02+11 2 1+02+1+02+1 2 1+02+1+02+11 2 1+02+1+02+11 2 1+02+1+02+11 2 1+02+1+02+11 2 1- I 25 3/4" MAX. 45.000 1+02+1+02+11 3 1+02+1+02+11 3 1+02+1+02+11 3 1+02+1+02+11 3 1+02+1+02+11 3 1+03+1+03+11 3 -.--1 1-�3" MIN. 50.625 1+02+1+02+11 3 1+02+1+02+11 3 1+02+1+02+11 3 1+02+1+02+11 3 1+C2+1+02+11 3 1+03+1+03+11 3 9" REF. d 1 1 a 4 d 1 54.000 1+02+1+02+1(3 1+02+1+02+11 3 1+C2+1+C2+1+3 1+02+1+02+113 1+02+1+02+1 3 1+03+1+03+113 y 0 X REVISED 60.000 1+02+1+02+11 3 1+02+1+02+11 3 1+03+1+03+11 3 1+03+1+03+11 3 1+02+1+02+11 3 1+03+1+03+11 3 PRODUCT as iod with the Florida 63.000 1+02+1+02+113 1+02+1+02+11 3 1+C3+1+C3+11 1 1+03+1+03+11 3 1+02+1+02+11 3 1+03+1+03+11 3 MTG. RAIL, TYP.- Boit kn3 Cade Building AcceyrauceNo IG-+' tq 64.000x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+11 2 1+C2+1+02+11 2 1+02+1+02+11 3 1+02+1+02+11 2 1+02+1+02+11 2 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS t'" ' "' Dom° • " 2ri2f 48.000 1+02+1+02+11 3 1+02+1+02+11 3 1+02+1+02+11 3 1+02+1+02+11 3 1+02+1+02+11 3 1+03+1+03+1' 3 IN TABLE KEY ABOVE) B y ale Ad �(/ 50.625 1+02+1+02+11 3 1+C2+t+02+1' 3 1+02+1+02+11 3 1+02+1+02+1 3 1+02+1+02+11 3 1+C3+1+03+10 3 (SHOWN 54.000 1+02+1+02+11 3 1+02+1+02+11 3 1+03+1+63+111 3 1+03+1+03+11 3 1+62+1+02+11 3 1 1+03+1+03+113 60.000 1+02+1+02+1 3 1+02+1+02+11 3 1+C3+1+03+11 3 1+03+1+03+11 4 7+03+1+03+1; 3 t 1+C3+1+03+713 25 3/4" MAX. 1 112" TYP. ; 63.000 1+03+1+03+1111 3 1+02+1+02+11 3 1+03+1+C3+1 3 1+03+1+03+1 4 1+03+1+0041 34 1#64+1,04611 4 • • • L • -.• I-�3^ MIN1 • d8 d - 86.437x 38.375 1+62+1+02+112 1+02+1+02+112 1+02+1+02+1.2 1+02+1+02+113 1+02+1102+112 1+12+1/ 1110 • • • EF' d 11 1 1 48.000 1+02+1+02+1 3 1+02+1+02+11 3 1+02+1+62+11 3 1+02+1+02+11 3 1+02+1+01+11 3 .113+140311(& ••• s 9 _ X O X 50.626 1+02+1+02+11 3 1+02+1+02+11 3 1+02+1+02+11 3 1+02+1+C2+11 3 1+02+1$114+11 34 1,43+f+411 T • • : : 0 • - ,. ,-„: -. 54.000 1+02+1+02+113 1+02+1+02+1 3 1+03+1+03+113 1+03+1+03+113 1+02+1+02+11 3 1+C3+1+03+113 MT0. RAIL, TYP.- 60.000 1+02+1+02+11 3 1+62+1+02+11 3 1+03+1+03+11 3 1+03+1+03+11 4 1+03+1+03+11 3 1+04+1+04+1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 6 )11.1b . J 63.000 1+03+1+03+11 3 1+02+1+02+11 3 1+03+1+03+1; 3 1+03+1+03+114 1+03+1*03t1L3.1+C4+1+Q4+1 L • awa4- nre IM1Yr • • ••� • • • a� �--� Va14O44GE SPACING, XOX (1/3-1/3-1/3) Reeder 0707EEiINOLOO IVE• N.4ENICE, FL r ti • • • M. ROLLER WINDOW, IMPACT /. ,'' , 1. , :., 'r/•� •; •`":.'."' t ' Do Dokt llolibm %.8. Su 15/1 tilDRIZOIVTAL FL 34274 Visibly Better A LYNN.0 N ER P.E5 as„er, FJC Ode 2/2803 adder J.J. Oaf1 NOKOMIS. &'2 V6 11R710 I NTS 9 • 11 - 4127-10 G ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • 600 • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR QUANTITIES, TABLE 6 NOTES: GLASS 1YP GLASS 'TYPES C,D,E,F,I,J,K, L 1. HOR TYPES: ANCHOR TYPE' 2,3, WOOD 2, CON 1, CO 2,3, WOOD 2, CONC 1, CONC - 1 4" ELCO TAPCONS - 1/4" ELCO SS4 CRETE -FLEX 3- #12 STEEL SCREWS (05) & SUBSTRATE ZONES ZONE ZONES ZONES ZONES ZONES GLASS TYPES: WINDOW SIZE yy v H = ,8 ' (-6 _ a6 ' fn � m Q0Qmi 1 m 111 y j = e�6 i ' Q0Q W y = e6 m f -Qi Qa U] y 1 .8 m ' • . 6" LAMI - (1/8" A,.090, 1/8" A) B� 5/1 • •• ' °" - ) C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) A,.090, 3/16" A) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND 0_11._.....p._ 1+C2+1 1+C2+1 ° 1:__002- +C2+1 2 1+C2+1 2 1+C2+1 2 D. 7/16" LAMI - (3/16" ANCHOR QUANTITY REMAIN UNCHANGED. `37.000 x 38.377 7.0 1+C2+1 2 E. 7/16" LAMI - (3/16" A,.090, 3/16" HS) 48.000 1+C2+1 3 1+C2+1 3 1+C2+11 3 1+C2+1; 3 1+C2+11 3 1+C2+1 3 F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) OR 3/16" A 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8' A) 50.625 1+C2+1 3 1+C2+1 3 1+C2+11 3 1+C2+11 3 1+C2+1 1 3 1+C2+1 3 G. 13/16" LAMI IG - 1/8" (MIN.), 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) 54.000 1+C2+1 3 1+C2+1 3 1+C2+11 3 1+C2+11 3 1+C2+1 I 3 1+C2+1 3 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) A,.090, 3/16" A) 60.000 1+C2+1 3 1+C2+1 3 1+C3+11 3 1+C2+1 i 3 1+C2+11 3 1 1+C3+1 3 J. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR K. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" HS) 63.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1' 3 1+C2+1 3 1+C3+1 3 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 X 38.375 1+C2+1 2 1+C21-1 2 1+C2+1 2 1+C2+1 2 1+C2+11 2 1+C2+1 2 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 48.000 1+C2+1 3 1+C2+1 3 1+C2+11 3 1+02+1 3 1+C2+11 3 1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 50.625 1+C2+1 3 1+C2+1 3 1+C3+11 3 1+C2+11 3 1+C2+11 3 1+C3+1 3 HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 54.000 1+C2+1 3 1+C2+1 3 1+03+11 3 1+C2+11 3 1+C2+11 3 1+C3+1 3 18 3/4" MAX. FROM CORNERS. 60.000 1+C3+1 3 1+C2+1 3 1+C3+11 3 1+C3+11 3 1+C2+11 3 1+C3+1 3 JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. 63.000 1+C3+1 3 1+C2+1 3 1+C3+11 3 1+C3+11 3 1+C2+1 3 1+C3+1 3 TABLE KEY: O X 53.125 x 38.375 1+02+1 2 1+C2+1 2 1+C2+1 2 1+C2+11 2 1+C2+11 2 1+C2+1 2 I2+C3+2 1 3 I► -ANCHOR QUANTITY PER JAMB 48.000 1+02+1 3 1+02+1 3 1+C3+1 3 1+02+11 3 1+02+11 3 1+C3+1 3 50.625 1+C2+1 3 1+C2+1 3 1+C3+11 3 1+C2+11 3 1+C2+11 3 1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES 54.000 1+C3+1 3 1+C2+1 3 1+C3+11 3 1+C3+1) 3 1+C2+11 3 1+C3+1 3 A CLUSTER OF (3) CENTERED ON THE ANCHORS MEETING RAIL 60.000 1+C3+1 4 1+C2+1 3 1+C3+11 3 1+C3+1 i 4 1+C2+11 3 1+C3+1 3 PLUS (2) ANCHORS VENT AND FIXED AT OPERABLE SECTION. (7) 63.000 1+C3+1 4 1+C3+1 3 1+C4+11 3 1+03+11 4 1+C3+1 13 1+C4+1 3 ANCHORS TOTAL AT HEAD AND SILL. 60.000x 38.375 1+C2+1 3 1+C2+1 2 2+C2+21 2 1+C2+1i 3 1+C2+1 2 2+C2+2 2 O.C. ANCHOR SPACING) 48.000 1+C2+1 3 1+02+1 3 2+03+21 3 1+C2+1 3 1+C2+11 3 2+C3+2 3 (3" MIN. 50.625 1+C3+1 3 1+C2+1 3 2+03+21 3 1+C3+11 3 1+C2+11 3 2+C3+2 3 54.000 1+C3+1 4 1+C2+1 3 2+03+21 3 1+03+1 4 1+C2+1 3 2+C3+2 3 1 18 3/4" MAX. I I �1 I-.-3" MIN. 60.000 1+C3+1 4 1+C3+1 3 2+C4+21 4 1+C3+1! 4 1+C3+11 3 2+C4+2 4 9"REF. 63.000 1+C3+1 4 1+C3+1 3 2+04+21 4 1+C3+11 4 1+C3+11 3 2+04+2 4 I PRODUCT REVISED 66.000 x 3&375 2+C2+2 3 1+C2+1 2 2+C2+21 3 2+C2+21 3 1+C2+11 2 2+C2+2 3 complying with** Plaids Building Code 48.000 2+C2+2 4 1+C2+1 3 2+C3+2 3 2+C2+21 4 1+C2+1t 3 2+03+2 3 MTG. RAIL Acceptance No1(0-O W/ QTY. OF ANCHORS ��((.''� `°'1b°" Date 110.zr /A u/21 50.625 2+C3+2 4 1+C2+1 3 2+C3+2 3 2+C3+21 4 1+C2+11 3 2+C3+2 3 EXAMPLE CLUSTER (3) 54.000 2+03+2 4 1+C2+1 3 2+C3+2I 4 2+03+21 4 1+C2+11 3 2+C3+2 4 (SHOWN IN TABLE KEY ABOVE) B J. ,I f 60.000 2+C3+2 4 1+03+1 3 2+C4+21 4 2+03+21 4 1+C3+11 3 2+04+2 4 3/4" MAX. 1+C3+1 4 1+03+1 3 ++ 1 2+C3+21 4 1+C3+11 3 2+C4+2 4 r18 38.37 2+C2+2 3 2+C2+2 2 2+C2+-21 3 C2+21 3 2+C2+2 i 4E. 2.02.2.3 4 • •• IO • I 1 1n" TYP I ��I�-3" MIN. 74.000 x ; 48.000 2+C3+2 4 2+02+2 3 + 3+21 4 2+C3+2(4 2+C2+2; 3 2+C3t2' i•••• 9"REF. I 50.625 2+C3+2 4 2+C2+2 3 2+03+2 4 2+C3+21 4 2+C2+21 "3•, 2+C42 i 41 • i i• i • 54.000 2+C3+2 4 2+C3+2 3 2+C4+21 4 2+C3+2 j 4 2+C3+2T •3 2�•2 4 • • • • •MrG. RAIL 60.000 2+C3+2 4 1+C3+1 3 2+04+21 4 2+C3+21 5 2+03+21 3 2+C4+2 4 = - 4 1+03+1 3 2+C4+21 4 2+C4+2 5 2+C3+2t 4 +2 5 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS I11Iy )6 : ` w�aex 63.000 GYk 2+C3+2 mrwr • • • • • • � • AND XO WINDOWS + - , Ii•• ' �' owve• ;AICCF'4OIAAGE SPACING, OX ,,i i4 ,,,r ,,,.,,s to7N.4ENI E, FL N...e.aox • ROLLER WINDOW, IMPACT "'"°'�° ° " """� lab , FL 34274 Batts sie •FIORIZONTAL A LYNN MILLER P.E. aMK F.K. DE& 2/18/06 Sy J.J. Ode 3V23A28 NOKOMIS. Visibly HR716 NTS l 10 + 11 4127-10 G P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIN. 3.4 KSI 1x WOOD BUCK, NOTE 3 1 3/4" MIN. E.D. TYP. 1" MIN. EDGE E1 1/4" MAX. SHIM NCRETE OR, NO ETA TYPICAL FLANGE FRAME HEAD SECTIONS 1 /4" MAX. SHIM WOOD ANCHOR, NOTE 2 WOOD ANCHOR, NOTE 2 2x WOOD BUCK, NOTE 3 1 3/8" MIN. DETAIL B 1 3/8" MIN. "MIN. EDGE /4" MAX. SHIM 2x WOOD BUCK, NOTE 3 1x WOOD BUCK, NOTE 3 DETAIL E DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI -P • DE COUNTY APPROVED 1/4" ELCO TAPCONS EMBEDED 1 3/8" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDED 1 3/4" MI .. MINIMUM DISTANCE FROM OR TO CONCRETE EDGE IS 1 3/4". FLATHEAD ANCHORS MUST BE #12 TR IT HEAD. 2. FOR WOOD AP" " • ONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5 #12 TRIMFIT HEAD. R 1/4" SS4 CRETE -FLEX WITH 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS P • x • -E BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". lx 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. I EXTERIOR INTERIOR & SILL DETAILS A, B, C, D, 8 H) INTERIOR (JAMB DETAILS E, F & I) EXTERIOR WOOD ANCHOR, NOTE 2 o. WOOD BUCK, NOTE 3 SEE NAILING 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. SEE NAILING MIN. EDGE • ••• • • • • 1 11K,EbGE'. •• •• • • DETAIL D • • • •2i12" IAIy. M P• TYPICAL FLANGE FRAME SILL SECTIONS Po/.rare t» noise leasioknie Omni* ere F.K 2/28418 awarder. J.J. 323/96 •• • • 1670111ECHNt<OGY DRIVE. N. VENICII FL 3475 • • O. BS(I529 Nf.OKOMIS, F1.34274 • f 5/8" MIN. 2-1/2" MIN. — PRODUCT REVISED as complying with Menus -Ida Building Code Accciptn cx Tlo I (n"O 14.:3 Expiration Deb f:i,144 a �ppl Ry .JL.. Miami a.,. prodxt •. — SEE NAILING E'TAILt (SILL) DETAIL 1 (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS 'Ai CeORAGE DETAILS ITS• • PAMJM. HORIZONTAL ROLLER WINDOW, IMPACT ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • • • • • •