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RC-18-1245 (2)c, Miami Shores Villageet'O19s 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 FCORiDp` Permit No. RC-5-18-1245 Permit Type: Residential Construction Work Classification. Alteration Penn& Status: APPROVED issue Date: 7/912018 1 Expiration: 01/05/2019 Project Address Parcel Number Applicant 1199 NE 102 Street 1132050190010 ANELIA SHAHEED Miami Shores, FL 33138-2649 Block: Lot: Owner Information Address Phone Cell NIHAR PATEL 1199 NE 102 Street (248)561-1523 MIAMI SHORES FL 33138-2649 1199 NE 102 Street MIAMI SHORES FL 33138-2649 Contractor(s) Phone Cell Phone KMR CONSTRUCTION MANAGEMENT (954)342-3400 (786)299-3840 Valuation: $ 74,800.00 Total Sq Feet: p Approved: In Review Comments: Date Approved:: In Review Date Denied: Type of Construction: RENOVATION AND HOME IMPROV Occupancy: Single Family Stories: Exterior: Front Setback: Rear Setback: Left Setback: Right Setback: Bedrooms: Bathrooms: Plans Submitted: Certificate Status: Certificate Date: Additional Info: Bond Return : Classification: Residential Fees Due Amount Bond Type - Owners Bond 500.00 CCF 45.00 CO/CC Fee 50.00 DBPR Fee 33.66 DCA Fee 22.44 Education Surcharge 15.00 P&Z Review Fee 35.00 Permit Fee 2,244.00 Plan Review Fee (Engineer) 90.00 Plan Review Fee (Engineer) 90.00 Scanning Fee 45.00 Technology Fee 60.00 Total: 3,230.10 Pay Date Pay Type Amt Paid Amt Due Invoice # RC-5-18-67492 05/10/2018 Credit Card 200.00 2,940.10 06/19/2018 Credit Card 2,940.10 0.00 Bond #: 3802 Invoice # RC-7-18-68135 07/09/2018 Credit Card 90.00 0.00 Bond #: 3802 Avallame Inspection Type: Final PE Certification Window Door Attachment Framing Insulation Window and Door Buck Fill Cells Columns Miscellaneous Miscellaneous Review Mechanical Review Mechanical Review Plumbing Review Electrical Review Structural Review Structural Review Building Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore_ above -named contractor to do the work stated. July 09, 2018 Authorized Sif narre—Owner -'/ Applicant / Contractor / Agent Building Department Copy July 09, 2018 1 Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax. (305)756-8972 INSPECTION REQUESTS: (305)762-4949 or Log on at POST ON SITE Permit NO. RC-5-18-1245 Perrnit Type.',-sidential Construction Work Classification: Alteration Issue Date: 7 2018 Expires: 01i0512019 https://bidq.miarWshdWvjoage.cortVcap REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30PM FOR THE FOLLOWING BUSINESS Requests must be received by 3 pm for following day inspections. Residential Construction z _ Parcel #:1132050190010 Owner's Name: NIHAR PATEL Job Address: 1199 NE 102 StreetMiamiShores, FL 33138-2649 4. Bond Number: 3802'` Contractor(s) Phone PrinWi ContrftXor KMR CONSTRUCTION MANAGEME (954)342-3400 Yes Owners Phone: (248)561-1523 Total Square Feet: 0 Total Job Valuation: $ 747800.00 WORK IS ALLOWED: MONDAY THROUGH FRIDAY, 8:OOAM - 7:OOPM. SATURDAY 8:OOAM - 6:OOPM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED, PLANS ARE READILY AVAILABLE. IT IS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. INSPECTION RECORD STRUCTURAL INSPECTION DATE INSP Foundation Stemwall Slab Columns (1st Lift) Columns (2nd Lift) Tie Beam Truss/Rafters Roof Sheathing Bucks Interior Framing Insulation Ceiling Grid Drywall Firewall Wire Lath Pool Steel Pool Deck Final Pool Final Fence Screen Enclosure Driveway Driveway Base Tin Cap Roof in Progress Mop ?n Progress Final ?oof ShuttF,s Attachment Final shutters Rails and Guardrails ADA compliance DOCUMENTS Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Reins Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS WINDOWS :DOORS INSPECTION DATE INSP Attachment WORKSPUBLIC INSPECTION DATE INSP Excavation INSPECTION DATE INSP Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough Ceiling Rough Rough Telephone Rough Telephone Final TV Rough TV Final Cable Rough Cable Final Intercom Rough Intercom Final Alarm Rough Alarm Final Fire Alarm Rough Fire Alarm Final - Service Work Wit " ELECTRICAL CO P j ENTS INSPECTION DATE INSP Final Sprinkler Final Alarm if PLUMBING INSPECTION DA E INSP Rough t Water Service 2nd Rough Top Out Fire Sprinklers Septic Tank Sewer Hook-up Roof Drains Gases j LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final i!"j Pc PLUMBING COMMENTS 2-, 1 MECHANICAL INSPECTION DATE INSP Underground Pipe 2 Rough LEV) PUM entilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum MECHANICAL C MMENTS Lz- INSPECTION RECORD Permit NO.RC-5-18-1245 Miami Shores Village Nhiik Type: ResidentW Construction 10050 N.E. 2nd Avenue - Miami Shores, FL 33138-0000 Wotk C/amfiicaffon A ter9tion Phone: (305)795-2204 Fax. (305)756-8972 / Issue Date: 7 2018 Expires: 0 ,/Y05/2019 INSPECTION REQUESTS: (305)762-4949 or Log on at https://bidg.miarshftov' age.comfcap REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30PM FOR THE FOLLOWING BU SS D Requests must be received by 3 pm for following day inspections. ." Residential Construction Parcel #A 132050190010 Owner's Name: NIHAR PATEL `' "',,"'. ,,.._'. Owner's Phone: (248)561-1523 Job Address: 1199 NE 102 Street -` x' _ Total Square Feet: 0 Mama Shores- FL 331-SA-2649 Bond Number: 3802 Total Job Valuation: $ 74,800.00 Ii WORK IS ALLOWED: MONDAY THROUGH FRIDAY, 8:00AM - 7:OOPM. Contractor(s) Phone Pri Cont r SATURDAY 8:OOAM - 6:0012M. KMR CONSTRUCTION MANAGEME (954)342-3400 Yes NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. a6 oN clams BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. 6 4 K R tipnr su NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANTS RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE —THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION OBUILDING ELECTRIC ROOFING FBC 20 Master Permit NO.'=1cc) Sub Permit No. REVISION EXTENSION RENEWAL PLUMBING MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION SHOP CONTRACTOR DRAWINGS JOBADDRESS: 1199 NE 102ND STREET City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11 -3205-019-0010 Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: X BFE: NA FFE: OWNER: Name (Fee Simple Titleholder): NIHAR PATEL/ANELIA SHAHEED Phone#:954-261-5218 Address:1199 NE 102ND STREET city: MIAMI SHORE State: FL Zip: 33138 Tenant/Lessee Name: NA Phone#: NA Email: AILENALOVE@HOTMAIL.COM CONTRACTOR: Company Name: KMR CONSTRUCTION MANAGEMENT INC., phone#: 954-342-3400 Address: 10424 W STATE ROAD 84 BAY 10 City. DAVIE State: FL Zip: 33324 Qualifier Name: KEVIN MICHAEL RAFFERTY Phone#: 954-342-3400 State Certification or Registration #: 25772 Certificate of Competency #: DESIGNER: Architect/Engineer: STEPHEN BRASGALLA PA Phone#: 954-614-3801 Address:6991 W BROWARD BLVD SUITE 100 City: PLANTATION state: FL Zip: 33317 Value of Work for this Permit: $ 7 FV00. 0 D Square/Linear Footage of Work: S "1 3 Type of Work: Addition Alteration New Repair/Replace Demolition Description of Work: RENOVATION AND HOME IMPROVEMENTS TO EXISTING HOME, KITCHEN BATHROOMS AND GENERAL OVERALL. Specify color of color thru tile: Submittal Fee $ ` Permit Fee $ 9u14 • 00 CCF $ 4S -OD CO/CC $ SO' (:0 Scanning Fee $ 4S Radon Fee $ a2• y`{ DBPR $ 33. 4 P Notary $ 6-- Technology Fee $ (400• LX=: Training/Education Fee $ 15 Double Fee $ ct)-- - - Structural Reviews $ CIO -OL--) Bond $ SO V • O' P41I.-`{ s"Li1(L'-I 4r t3 Qa4f> & jta 1tY TOTAL FEE NOW DUE $ 'l4 O • 0 Revised02/24/2014) Bonding Company's Name (if applicable) NA Bonding Company's Address NA city NA State NA Mortgage Lender's Name (if applicable) AIG HOME LOAN Mortgage Lender's Address PO BOX 77404 City EWING State NEW JERSEY Zip NA Zia08628 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature 41- OWNER or AGENT The forgoing instrument was acknowledged before me this day of 20 I g by ALJIL 6L who ispersonally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: APPROVED BY Notary Public - State of Florida Commission I GG 097441 My Comm. Expires Aug 20, 2021 Bonded throy§h National Notarr ssn Signa&1-74-e TRACTOR The foregoing instrument was acknowledged before me this 9 day of M(av 20 (S by Le 1 n h'Yi • 'PC, tU , who i ersonally known o as me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: - Seal: Plans Examiner KAITLYN M ORTAGU$ State of Fioride•Notary Public Commission N GG 201315 My Commission Expires as Zoning Structural Review Clerk Revised02/24/2014) 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 IMPORTANT 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 Collectors website directly for additional information. Address Owner Name Subdivision Name Folio SEARCH. nihar patel PROPERTY INFORMATION 9 Folio: 11-3205-019-0010 Sub -Division: MIAMI SHORES SEC 8 REV IN PB 43-67 Property Address 1199 NE 102 ST Miami Shores, FL 33138.2649 Ovmer NIHAR PATEL ANELIA SHAHEED Mailing Address 1199 NE 102 ST MIAMI SHORES, FL 33138 PA Primary Zone 1400 SGL FAMILY - 3001-3250 SO Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds/Baths/Half 4/3/0 Floors 1 Living Units 1 Actual Area 3,105 Sq.Ft Living Area 2529 Sq.Ft Adjusted Area 2,787 Sq.Ft Lot Size 12,220 Sq.Ft Year Built 1950 Featured Online Tools Comparable Sales Glossary Property Taxes Report pscrepancies Value Adjustment Board ASSESSMENT INFORMATION 9 Year 2017 Land Value Building Value 193,97 Extra Feature Value 2,925 Market Value 636.391 Assessed Value 412,626 Nan -Ad Valorem Assessments Report Homestead Fraud 2010 2015 409,050 372,902 193,975 193,975 2,963 2,400 605,988 569,277 404,140 401,331 Q Back to Search Results PA Additional Online Tools Property Record Cards Property Search Help Tax Comparison Tax Estimator TRIM Notice BENEFITS INFORMATION 9 Benefit Type 2017 2016 Save Our Homes Cap Assessment Reduction 223,765 201,848 $167 Homestead Exemption 25,000 25,000 $2,1 Second Homestead Exemption 25,000 25,000 $2,1 Note. Not ail benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). 1JGr/1r%i ivi 1\ 1 Vr L;PVJ11\GJJ rwvw fRLVVLmi 1V/14 CONSTRUCTION INDUSTRY LICENSING BOARD LICENSE NUMBER 1 The GENERAL GUN I KAG I UK Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2018 RAFFERTY, KEVIN MICHAEL - r KMR CONSTRUCTION MAN%AGtMENT INC 2042 MADISON ST- HOLLYWOOD _.FLL 3300. ISSUED: "08130/20t6 •DI'SPLAY AS REOUIRED•B—YtEA V- SEQ # L1608300002753 Local Business Tax Fbcei pt M iam i-Dade County, State of Florida THIS IS NOT A BILL DO NOT PAY 3006038 BUSINESS NAM E/LOCATION RECEIPT NO EXPIRESKMRCONSTRUCTIONRENEWALSEPTEMBER30, 2018MANAGEMENTINC3142254 DOING BUS IN DADE CO Must be displayed at place of business MIAMI, FL 33000 Pursuant to County Code Chapter 8A Art 9 R 10 O'NNER SEC TYPE OF BUSINESS PA YKMRCONSTRUCTION196GENERALBUILDINGBYTtAXCOLLEC ENT oR MANAGEMENT INC CONTRACTOR r./n KFVIN M RAFFFRTY 01 IAI IFIFR 86.25 11/28/2017 Worker(s) 2 CGCO25772 0202-18-000944 This local Business Tax f-cei pt only con"rrrs payment of the Local Business Tax. The Recei pt i s not a license, perm t, Ora certi °cation of the holder's qual i "cations, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requi rements w hich apply to the busi ness. The RECE PT NO. above must be displayed on all commercial vehicles - Miami- Dade Code Sec 8a 276. MIAMI-DADE1 For more inforrretion, visit www.miarnidadegov/taxcgBg= ACoRo: CERTIFICATE OF LIABILITY INSURANCE NAJ a (MWL LJ/1 r r l) 519/201 S 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 pollcy(les) must have ADDITIONAL INSURED provisions or 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 endorsemen s . PRODUCER Advanced Insurance Underwriters, LLC 3250 N. 29th Ave Hollywood, FL 33020 CONTACT NAME: PHONE 954-963 6666 FaC No): 954 963 9776 E-MAILADDRESS: INSURERS AFFORDING COVERAGE NAIC1r INSURER A: Western World Insurance Company 13196 INSURED KMR Construction Management, Inc 10424 W State Road 84 May #10 Davie FL 33324 INSURER B : INSURERC: INSURERD: INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: 41786957 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 TYPE OF INSURANCE ADDLSUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS A COMMERCIAL GENERAL LIABILITY NPP8432200 6/28/2017 6t28/2018 EACH OCCURRENCE 1 000 000 CLAIMS -MADE OCCUR PREMISES Ea occurrence 100 000 IVIED EXP (Any one person) 5 000 PERSONAL & ADV INJURY 1 000 000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE 2,000,000 POLICY ECT LOC PRODUCTS -COMP/OP AGG 2 000 000 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea acc dent BODILY INJURY (Per person) ANY AUTO OWNED SCHEDULED AUTOS ONLYAUTOS BODILY INJURY (Per accident) PROPERTYDAMAGE Per accident HIRED NON -OWNED AUTOS ONLYAUTOS ONLYP UMBRELLA LIAB OCCUR EACH OCCURRENCE AGGREGATEEXCESSLIABCLAIMS -MADE D 1 RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N PER OTH- STATUTE ER ANYPROPRIETOR/PARTNER/EXECUTIVE OFFICE R/MEMBER EXCLUDED? N/A E. L. EACH ACCIDENT E. L. DISEASE - EA EMPLOYEE MandatoryInNH) If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT 1 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space Is required) Blanket Additional Insured applies for ongoing operations under General Liability as required by written contract. Blanket Waiver of Subrogation applies to Certificate Holder when required by written contract. Per Project Aggregate applies to General Liability when required by written contract. Miami Shores Village Bldg Dept 10050 NE 2nd Ave Miami Shores FL 33138 I IUIV 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 Michael Christian f 1988- 2015 ACORD CORPORATION. All rinhts resarved A( non of mnin)hm Tho A( tipn nemo enel Innn ern ronlaformi merlrc of A( npn y ACO k.. AGENCY CUSTOMER ID: KMHUU LOC #: ADDITIONAL REMARKS SCHEDULE Page of AGENCY Advanced Insurance Underwriters, LLC NAMEDINSURED KMR Construction Management Inc 10424 W State Road 84 Bay #1 b Davie FL 33324POLICYNUMBER NPP8432200 CARRIER Western World Insurance Company NAIC CODE 13196 EFFECTIVE DATE: 6/28/2017 THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: Certificate of Liability 03/16 HOLDER: Miami Shores Village Bldg Dept ADDRESS: 10050 NE 2nd Ave Miami Shores FL 33138 Blanket Additional Insured applies for ongoing operations under General Liability as required by written contract. Blanket Waiver of Subrogation applies to Certificate Holder when required by written contract. Per Project Aggregate applies to General Liability when required by written contract. ACORD 101 (2008101) © 2008 ACORD CORPORATION. All rights reserved. Tho af`non name enrl Innn ere ranlcfererl mar4c n} arnan ATTAr MUFNT 1 100% JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DMSION OF WORKERS' COMPENSATION a CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW " CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 1/25/2017 EXPIRATION DATE: 1/25/2019 PERSON: RAFFERTY KEVIN M FEIN: 650380481 BUSINESS NAME AND ADDRESS: KMR CONSTRUCTION MANAGEMENT, INC. 1027 S 21 AVE HOLLYWOOD FL 33020 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR Rxsuarrt w Ct>apte 440.95(t4), F.S., an dhca d e corparaaon who elects exemption from tlts eFVer by filing a Certificate of atectioi under this secem may rpt recover benerlts a compelaaflor under this Chapter. Pursuvt to Chapter 410 W 12), F.S., Catleales d elesdonto be mempL.. apply only withinthescopeofthebsinesatradelistedanthenoticeddectlmbbBexemptRrsuwetochapter440.05(13). F.S. Notices ofalectlon to be exem pt and carinNeales of etethon to be exempt "I be subject fil twtxatlon N, ffi enY ffme after the Illrg Of the notice a the Issuance of the cerCficste. it* pa named m ac nosoe a cbraficate no lorw meets eta regtdremenls d siis seatlontar, issuance of a con5oft. The departrnem shall revoke a DFS-F2• OWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09-13 QUESTIONS? (850)413-1809 hops:!/aDDs8. fldfS.Com/Crre00rtviwarer/rarxtrtVinwaraenvOri ia_4,fi,r,,lr,an n.,uaTcoa„o,va.a.-s_«..r...»Z._.._r .. ..,, ...___..._.. . -- -. KMR Construction Mgt, inc. Date: Cj""'' OF MOLL, l ?,Ot8 State of 'Flo dc.. Countyof ZrowQrd Before me this day personally appeared who, being duly sworn, deposes and says: That he or she will pe the only person working on the project located at: IIAG AID. &-d <-I-. ,r-/• 33138 Contractor Signature Sworn to (or garmeda d s bscribed before me this q day of20/8 byv Personally know OR Produced Identification Type of I anti ication Produced j- ' 0' Print, Type or Stamp Name of Notary KAITLYN M ORTAGUS State of Florida -Notary Public Commission # GG 201315 My Commission Expires March 28, 2022 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. /I Signature: State of Fli County of ....u.,,.-,,.. The foregoing was acknowledge before me this C1 day of 12018 . By .Shcoh to d hy)e l 1 C_ who is personally known to me or has produced Notary: MIran oo o l S- e S -& 0 8- D as identification. KAITLYN M 0141AGUb State of Florida -Notary Pubil Commission x GG 201315 March KMR C69-truction MANAGEMENT INC. G E N ERAL CON:FRACTO RS Contract 18-209 Date Contract Submitted: May 7, 2018 Client Information: Nihar Patel 1199 NE 102nd Street Miami Shores, FL 33138 Phone: (248) 561-1523 Fax: Project Information: Interior and Exterior renovations Location: 1199 NE 102"d Street Address: 1199 NE 102°d Street Contact: Nihar Patel Phone: 248) 561-1523 Email: Nihar.patel248@gmail.com KMR Information: Address: Miami -Ft. Lauderdale Office 10424 West State Road 84 Bay #10 Davie, Florida 33324 Tax ID #: Federal Employer/Tax ID # 65-0380481 General Contractor License #: CGCO25772 Representative: Kevin M. Rafferty Phone: 954-342-3400 Cell: 786-299-3840 Fax: 954-342-3404 Email: krafferty@bellsouth.net Additional Project Information KMR Construction Management Inc. 10424 West State Road 84 Bay #10, Davie, FL 33324 954-342-3400 ~ 954-342-3404 fax A. Project Manager — Each job is assigned a Project Manager to the job that is responsible for property communication, property notices, safety meetings, job scheduling, etc... B. Days Required to Start — two weeks after signed contract to organize job scheduling The following information can also be provided upon request: Updated Reference List. A completed W-9 form. Copy of general contractor's license. Original Certificate of Insurance that meets the owner's requirements. Material and Labor List and Lien Waivers for each payment. A list of emergency phone numbers for key personnel. All material safety data sheets (MSDS) that pertain to products we would be using to complete this pr C. Scope of Work — Entry Reframing front door entry for double door Entire house Demo existing floor and install new flooring throughout entire house. Resurface walls and ceilings to repair cosmetic damage and paint Install new baseboard and crown molding Redo/rewire and coordinate electrical outlets and switches Paint house Redo and rewire electrical as needed Redo and rewire high hats Check plumbing pressure and outflow for entire house (TBD) Demo per plans includes dumpsters and removal of construction debris Kitchen (Relocate from existing) New plumbing and electrical throughout kitchen Get all rough work completed for kitchen and prepped for kitchen cabinets install. Garage Relocation of door from garage to main entry way Relocate garage sink, electrical and water heater Re -install kitchen cabinets and pantry in garage KMR Construction Management Inc. 10424 West State Road 84 Bay #10, Davie, FL 33324 954-342-3400 - 954-342-3404 fax Outdoor Install and repair existing fixtures for flood and security lights Install additional electrical outlets near compressor and two plumbing faucets. Square off step from door leading to kitchen and backyard Master bedroom Renovation and convert with existing in-law suite and bedroom Convert existing master bath to washer and dryer room. Expand master closet Convert and complete new master bath, raise foundation, install new shower, sinks, countertops, toilets, dual shower heads, dry wall, framing, under cabinet lighting and new electrical and plumber as needed. Install and supply New HVAC system in addition as specified in plans Relocate and install new electrical panel Dining room (relocate from existing) Install new lighting fixtures per plans Family room Install fan Bathroom 2 Install new bathtub Install new shower glass door Install new tile floor Install new sink and plumbing Install new toilet Install new lighting and cabinet work Install new lighting ceiling Install ventilation fans Install under cabinet lighting Bedroom 1 Removal of closet wall finishes and redo closet walls install fan and install new fan and lighting Bedroom 2 Removal of closet wall finishes and redo closet walls and install new fan and lighting Install and supply new HVAC system as specified in plans Additional Information — KMR Construction Management Inc. 10424 West State Road 84 Bay #10, Davie, FL 33324 954-342-3400 — 954-342-3404 fax All rough material is included in the price. Rough materials is materials such as dry gall, muds, wood, wiring, concrete, frame, plumbing rough, electrical rough, building rough, mechanical rough etc, D. Pricing — Price to perform the above scope of work includes all rough material and an allowance which is broken down below. 74, 800.00 one -hundred -forty -six -thousand -seven -hundred dollars) CONSTRUCTION DEFECT DISCLOSURE CHAPTER 558, FLORIDA STATUTES, CONTAINS IMPORTANT REQUIREMENTS YOU MUST FOLLOW BEFORE YOU MAY BRING ANY LEGAL ACTION FOR AN ALLEGED CONSTRUCTION DEFECT IN YOUR HOME. SIXTY DAYS BEFORE YOU BRING ANY LEGAL ACTION, YOU MUST DELIVER TO THE OTHER PARTY TO THIS CONTRACT A WRITTEN NOTICE, REFERRING TO CHAPTER 558, OF ANY CONSTRUCTION CONDITIONS YOU ALLEGE ARE DEFECTIVE AND PROVIDE SUCH PERSON THE OPPORTUNITY TO INSPECT THE ALLEGED CONSTRUCTION DEFECTS AND TO CONSIDER MAKING AN OFFER TO REPAIR OR PAY FOR THE ALLEGED CONSTRUCTION DEFECTS. YOU ARE NOT OBLIGATED TO ACCEPT ANY OFFER WHICH MAY BE MADE. THERE ARE STRICT DEADLINES AND PROCEDURES UNDER THIS FLORIDA LAW WHICH MUST BE MET AND FOLLOWED TO PROTECT YOUR INTERESTS. FLORIDA HOMEOWNERS' CONSTRUCTION RECOVERY FUND KMR Construction Management Inc. 10424 West State Road 84 Bay #10, Davie, FL 33324 954-342-3400 -- 954-342-3404 fax PAYMENT, UP TO A LIMITED AMOUNT, MAY BE AVAILABLE FROM THE FLORIDA HOMEOWNERS' CONSTRUCTION RECOVERY FUND IF YOU LOSE MONEY ON A PROJECT PERFORMED UNDER CONTRACT, WHERE THE LOSS RESULTS FROM SPECIFIED VIOLATIONS OF FLORIDA LAW BY A LICENSED CONTRACTOR. FOR INFORMATION ABOUT THE RECOVERY FUND AND FILING A CLAIM, CONTACT THE FLORIDA CONSTRUCTION INDUSTRY LICENSING BOARD AT THE FOLLOWING TELEPHONE NUMBER AND ADDRESS: Construction Liens ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001- 713.37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS, SUB -SUBCONTRACTORS, OR MATERIAL SUPPLIERS, THOSE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERIALS, OR OTHER SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COMPANY THAT HAS PROVIDED TO YOU A "NOTICE TO OWNER." FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX, AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY. KMR Construction Management Inc. 10424 West State Road 84 Bay #10, Davie, FL 33324 954-342-3400 - 954-342-3404 fax Name: n td. Dat . KAITLYN M ORTAGUS r : Sta?e of Florida -Notary Public Commission k GG 201315 P ' My Commission Expires March 28. 2022 S— q- / r Date: KAITLYN M ORTAGUS State of Florida -Notary Public E Commission M GG 201315 e My Commission Expires March 28, 2022 KMR Construction Management Inc. 10424 West State Road 84 Bay #10, Davie, FL 33324 954-342-3400 - 954-342-3404 fax A CUR©® c" CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDDIYYYY) 7J9/2018 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 have ADDITIONAL INSURED provisions or 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 Advanced Insurance Underwriters, LLC 3250 N. 29th Ave Hollywood, FL 33020 CONTACT PHONE FAX IAJC. No. t)' 954-963-6666 AC_No): 954-963-9776 E-MAILADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # INSURERA. United Specialty Insurance Company12537 INSURED KMR Construction Management, Inc 10424 W State Road 84 Bay #10 Davie FL 33324 INSURER B . INSURER C . INSURER D : INSURER E : INSURER F ; COVERAGES CFRTIFICATF NUMRFR• a,:lnirArV RFVISIr1N N1IMRFR• 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 i SUBRADDL' LTR TYPE OF INSURANCE POLICY EFF POLICY NUMBER MMIDDIYYYY POLICY EXP MMIDDIYYYY LIMITS A f COMMERCIAL GENERAL LIABILITY `/ DCG0726700 6I28i2018 6/28/2019 EACH OCCURRENCE.. 1,000,000 DAMAGE TO ENTED CLAIMS -MADE OCCUR PREMISES( agccurHnc 1 .... S 100.000 MED EXP (Arty one person) 5,000 —...._ ._. PERSONAL & ADVINJURY 1,000 000.._.____ GEN' L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE 2,000,000 Ho PRODUCT' S-COMPiCIPAGG..._$2 000.ODO.._._..._ POLICY ,'EC ::.._.....- LOC OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LINAIT' ANY AUTO i U ILR 1 er e rs OWNED ': SCHEDULED AUTOS ONLY i AUTOS INJURY (Per acci BODILYaccident) en ) HIRED ! NON-CJWNED PROPER "rY DAM AGE AUTOS ONLY ..._. ......: AUTOS ONLY i'er accident,".__. UMBRELLA LIAR I OCCUR I EACH OCCURRENCE EXCESS LIAB CLAIMS -MADE AGGREGATE S ..................__................._._._..._..__.... UED ' RETENTIONS S WORKERS COMPENSATION ' PEf2 O7 H AND EMPLOYERS' LIABILITY I ' Y t N I. P.1.U..... ............_.._i._E! ___.. ANYPROPRiETORiPARTNERi' EXECUTIVE E L EACH ACCIUEN'i` OrFICERlt `: EMEER EXCWDED7 N/Ai Mandatory in NH) E.L. DISEASE - EA EMr'L If yes, describe Under OT=. DESCRIPTION OF OPERA "I"IONS below E.L. DISEASE - POLICY Llf`',IT S DESCRIPTION OF OPERATIONS/ LOCATIONS/ VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Blanket Additional Insured applies for ongoing operations under General Liability as required by written contract. Blanket Waiver of Subrogation applies to Certificate Holder when required by written contract. Per Project Aggregate applies to General Liability when required by written contract. License, # CGCO25772 MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE Miami Shores FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE .^ Michael Christian 1988- 2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD 1 __. 59 _.. ;EL"P? _a, _ of 2 AGENCY Advanced Insurance U POLICY NUMBER CARRIER AGENCY CUSTOMER ID: KMRCO LOC #: ADDITIONAL REMARKS SCHEDULE NAMEDINSURED LLC KMR Construction Management, Inc 10424 W State Road 84 Bay #10 Davie FL 33324 NAIC CODE EFFECTIVE DATE. Page of AUUI1 IVNA1... KCMAKrb THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: Certificate of Liability (03/16) HOLDER: MIAMI SHORES VILLAGE BLDG DEPT ADDRESS: 10050 NE 2ND AVE Miami Shores FL 33138 Blanket Additional Insured applies for ongoing operations under General Liability as required by written contract. Blanket Waiver of Subrogation applies to Certificate Holder when required by written contract. Per Froect Aggregate applies to General Liability when required by written contract. ACORD 101 (2008/01) © 2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD ATTACHMENT 69 6 1 :m" -t—* cor--fi-ate I _:ai; I _., _8 _ ..1 ... .FII:ii , Pw,v 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIVED JUN 1_Z2018 dug-i2us HOLD HARMLESS PROPERTY LOCATED AT: M y ld i; 10X--,4 Alet— t- WLA.tA , S4oce l 3 1 T c6ngrKCLN as contractor of record of the subject property, Permit number would liketo request an early start permit as allowed under section 105.12 of the 2017 Florida Building Code for the scope of work delineated in the building permit application and plan prior to the final approval and issuance of the permit, provided the work does not proceed past the first required inspection. I agree to hold Miami Shores Village, its agents and authorized personnel harmless and relieve them from any responsibility or liability for any legal action or damage, cost or expense (including attorney's fee) resulting from missed inspection of the above mention permit. I furthermore assume responsibility for the correction, if required, of work performed under the above permit. Print Name Signature. General Contractor, qualifier State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this 3 day of 2.0 180 Notary Public, State of Florida at Large Ms No= Halabu Wds ilb Notary Puohc.:state of Florida Da/1' David Ha1ac.:, My19 c` ,a My Comm,:, "'• 184419wiExwd Expires 1113:._. s If stephenbrasgai/a architect, p.a. LETTER OF CLARIFICATION Date: June 20, 2018 To: Building Department Miami Shores Village 10050 Northeast 2"d Avenue Miami Shores, Florida 33138 Tel. 305-795-2204 Fax. 305-756-8972 Re: Permit No. RC 18-1245 Interior Renovations 1199 Northeast 102 Street Miami Shores, Florida 33138 Dear Building Officials and Plan Reviewers, • I am the Architect for the above -mentioned project. Please.be advised• of the • following responses to the plan review comments: ••• ••: BUILDING 1. Please see revised sheet T-1 for updated notes referrinP to Florida-,&ildin j''; Code 2017, 6tn edition, Existing Building ••••4, •... :"": 2. Please see revised sheet T-1 for both compliance method acid:tevel of alteration. 3. Please see revised sheet T-1 for updated wind velocity from 170 mph to 175 mph. 4. Please be advised that the existing walkway and roof above it shall remain and be reused. No work is proposed on the roof structure covering the walkway. However, a new concrete slab shall be added to the existing walkway in order to create a continuous and flush path from the door leading from the garage into the main house. 5. Please see revised sheet A-2 for note requiring the use of concrete lintel NOA No. 17-0821.19. Expiration date: 05/21/2022. Approval date: 09/28/2017. Also, here attached. 6. Please see revised sheet A-1 where both the closet and the master bath finished floor elevation now match the rest of the house. 7. Please see attached set of plans where all changes have been clouded for further clarification. STRUCTURAL 1. Please refer to structural load calculations here attached. 2. Please refer to structural wind load calculations here attached. 6991 West Broward Boulevard Suite 100 Plantation, Florida 33317 954.614.3801 Florida License No. AR12239 stephenbrasgalla architect, p.a. MECHANICAL 1. Please refer to heat loads and energy calculations here attached. ELECTRICAL 1. Please be advised that the pending electrical application shall be submitted. Thank you, and if you have questions or comments, please contact me directly. Please add this letter to the permanent permit record for the job. go 000...... 000000 6991 West Broward Boulevard Suite 100 Plantation, Florida 33317 954.614.3801 Florida License No. AR12239 MecaWind Pro v2.2.8.2 per ASCE 7-10 C-ve-sped t, `4E"A E^_erprises, Inc. Cop, _.nt cn_ Zci_ 1. Date 6/14/2018 Project No. Company Name Designed By Address Description Patel Residence City Customer Name Stephen Brasgalla Architect State Proj Location 1199 NE 102nd St, Miami Shores Input Parameters: Envelope Procedure per ASCE 7-10 Chapter 28 Part 1 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = D Natural Frequency = 10.00 Hz Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 11.50 Zg = 700.00 ft At = 0.09 Bt = 1.07 Am = 0.11 Bm = 0.80 Cc = 0.15 1 = 650.00 ft Epsilon = 0.13 Zmin = 7.00 ft Pitch of Roof = 4 : 12 Slope of Roof(Theta) = 18.43 Deg h: Mean Roof Ht = 12.96 ft Type of Roof = HIPPED RHt: Ridge Ht = 17.25 ft Eht: Eave Height = 8.67 ft OH: Roof Overhang at Eave= 2.00 ft Overhead Type = OH w/ soffit Bldg Length Along Ridge = 93.33 ft Bldg Width Across Ridge= 47.50 ft Length of Hipped Ridge = 19.50 ft Roof Slope on Hip End = 12.44 Deg Gust Factor Calculations I r Gustl: For Rigid Structures (Nat. Fre` >l Hz) use'0.85 = 0.85 •• s• g 4• • • Zm. f H 0.6*Ht = 7.78 fts•ss ••s• lzm: Cc*(33/Zm)^0.167 = 0.19 o • • Lzm: 1*(Zm/33)^Epsilon = 542.56 fe" :o • •• • Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.93 sees** • Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.89 •• a• •• • Vhref: V*(5280/3600) = 256.67 ft/Es•a • s• Vzm: Bm*(Zm/33)^Am*Vhref = 174.87 ft S••.. •• • NF1: NatFreq*Lzm/Vzm = 31.03 Hz • • • • • Rn: (7.47*NF1)/(1+10.302*NF1)^1.667 = 0.02 a• s• • •o Nh: 4.6*NatFreq*Ht/Vzm = 3.41 ease** • Nb: 4.6*NatFreq*B/Vzm = 12.50 : • : • • Nd: 15.4*NatFreq*L/Vzm = 82.19 saa•a• Rh: 1/Nh-(1/(2*Nh^2)*(1-Exp(-2*Nh))) = 0.25 6 sae • Rb: 1/Nb-(1/(2*Nb^2)*(1-Exp(-2*Nb))) = 0.08 a• • s• • Rd: 1/Nd-(1/(2*Nd^2)*(1-Exp(-2*Nd))) = 0.01 • • • R: ((1/Beta)*Rn*Rh*Rb*(0.53+0.47*Rd))^0.5 = 0.13 •• • GG:(2*Ln(3600*nl))^0.5+0.577/(2*LN(3600*nl))^0.5 = 4.71 Gust3: 0.925*((1+1.7*lzm*(3.4^2*Q^2+GG^2*R^2)^0.5)/(1+1.7*3.4*lzm))= 0.90 Not a Flexible Structure use the Lessor of Gust ((s't2/ Irr = 0.90 Table 26.11-1 Internal Pressure Coefficients for B ildirra GCPi : Internal Pressure Coefficient APPROVro t/w Low Rise Bldg Provisions per Fig. 28.4-1: MWFR/S Load Caae & VV All .re3sure5 sno^ . ar, based _n AS^ ^asi , `t CV . Cisfer ti A Wo cam eD.w itr. pbed = W - - i Comr O T Load Case A 0 Casc A Torsion Transverse Direction BUILDING GCpf GCpi GCpi qh Min P Max P Surface psf psf psf 1 0.52 0.18 0.18 41.19 14.00 28.83 2 0.69 0.18 0.18 41.19 -35.84 21.01 3 0.47 0.18 0.18 41.19 -26.77 11.95 4 0.42 0.18 0.18 41.19 -24.71 9.89 lE 0.78 0.18 0.18 41.19 24.71 39.54 9 0 2E 1.07 0.18 0.18 41.19 -51.49 36.66 3E 0.67 0.18 0.18 41.19 -35.01 20.18 4E 0.62 0.18 0.18 41.19 -32.95 18.12 1T 00 2T 00 00 00 i•• 3T 00 00 4T 00 00 Low Rise Bldg Provisions per Fig. 28.4-1: MWFRS Load Case B Ali-ss:r.es sp:..+N,. are ;';o. A31) L'•=_sib::, ..tn P Ia:,l cacror .._ WW C- i- Load Case B fir •• ••`'t.,y- ,,1 f f Case B Torsion,, a Longitudinal Direction BUILDING GCpf +GCpi -GCpi qh Min P Max P Surface psf psf psf 1 -0.45 0.18 -0.18 41.19 -25.95 -11.12 •••• 2 -0.69 0.18 -0.18 41.19 -35.84 -21.01 • • •••••• •••••• 3 -0.37 0.18 -0.18 91.19 -22.65 -7.83 • • • • 4 -0.45 0.18 -0.18 41.19 -25.95 -11.12 •• • •••:•• •• 5 0.40 0.18 -0.18 41.19 9.06 23.89 •••••• •• • •••••• 6 -0.29 0.18 -0.18 41.19 -19.36 -4.53 000000• lE -0.48 0.18 -0.18 41.19 -27.19 -12.36 •••••• 2E -1.07 0.18 -0.18 41.19 -51.49 -36.66 ••••• •• • • • 3E -0.53 0.18 -0.18 41.19 -29.24 -14.42 ••••• 0 •••• ••••• 4E -0.48 0.18 -0.18 41.19 -27.19 -12.36 • • SE 0.61 0.18 -0.18 41.19 17.71 32.54 • • • •• • • • 6E -0.43 0.18 -0.18 41.19 -25.13 -10.30 •• •• • •• •••••• 1T * * * * .00 .00 •••••• • •• 2T * * * * .00 .00 • • • • 3T * * * * .00 .00 • • • • •••••• 4T * * * + .00 .00 • • • • • 5T * * * * 00 .00 • • • •••••• 6T * * * * .00 .00 •• • •••••• • • Figure 28.4-1 - Low -Rise Wal And Roof Figure Notes: Notes: 1) Pressure = qh * (GCPf - (+/- GCpi)), only max value shown 2) For Torsional Load Cases, the zones are designated with a "T". The pressures(Min P & Max P) are 25% of the full design wind pressures(Ld Case 1T=25%*1(ld case 1),2T=25%*2,3T=25%*3,4T=25%*4). Exceptions to Torsional Load Cases: One story buildings with mean roof height<=30 ft(9.1m), buildings with two stories or less framed with light frame construction, and buildings two stories or less designed with flexible diaphragms need not be designed for the Torsional Load Cases. (Note 5 of Figure 6-10) Wind Pressure on Components and Cladding (Ch 30 Part 1) r` Roof not _ StIONt11 T { Al a[t> I 2, 1 , I i Hip Roof6 =:= 2? r pz- S. ,u_?s 5i :`Wr, ace_ bated ilpoil r-.I:' i•e:ii:J'1, w_. I. 3 Load _. ctDt: E Width of Pressure Coefficient Zone a" 4.75 ft Description Width Span Area Zone Max Min Max P Min P a so ft ft ft^2 GCp GCp psf psf 10 SQFT 3.16 3.16 10.0 1 0.50 0.90 28.01 44.49 20 SQFT 4.47 4.47 20.0 1 0.44 0.87 25.53 43.25 50 SQFT 7.07 7.07 50.0 1 0.36 0.83 22.25 41.61 100 SQFT 10.00 10.00 100.0 1 0.30 0.80 19.77 40.37 10 SQFT 3.16 3.16 10.0 2 0.50 1.70 28.01 77.44 20 SQFT 4.47 4.47 20.0 2 0.44 1.55 25.53 71.25 50 SQFT 7.07 7.07 50.0 2 0.36 1.35 22.25 63.05 100 SQFT 10.00 10.00 100.0 2 0.30 1.20 19.77 56.85 10 SQFT 3.16 3.16 10.0 3 0.50 1.70 28.01 77.44 20 SQFT 4.47 4.47 20.0 3 0.44 1.55 25.53 71.25 50 SQFT 7.07 7.07 50.0 3 0.36 1.35 22.25 63.05 100 SQFT 10.00 10.00 100.0 3 0.30 1.20 19.77 56.85 10 SQFT 3.16 3.16 10.0 2H 0.50 2.20 20.60 90.62 20 SQFT 4.47 4.47 20.0 2H 0.44 2.20 18.12 90.62 50 SQFT 7.07 7.07 50.0 2H 0.36 2.20 14.84 90.62 10 SQFT 3.16 3.16 10.0 3H 0.50 3.70 20.60 152.41 20 SQFT 4.47 4.47 20.0 3H 0.44 3.34 18.12 137.55 50 SQFT 7.07 7.07 50.0 3H 0.36 2.86 14.84 117.87 10 SQFT 3.16 3.16 10.0 4 1.00 1.10 48.61 52.73 20 SQFT 4.47 4.47 20.0 4 0.95 1.05 46.42 50.54 50 SQFT 7.07 7.07 50.0 4 0.88 0.98 43.52 47.64 100 SQFT 10.00 10.00 100.0 4 0.82 0.92 41.33 45.45 10 SQFT 3.16 3.16 10.0 5 1.00 1.40 48.61 65.08 20 SQFT 4.47 4.47 20.0 5 0.95 1.29 46.42 60.71 50 SQFT 7.07 7.07 50.0 5 0.88 1.15 43.52 54.92 100 SQFT 10.00 10.00 100.0 5 0.82 1.05 41.33 50.54 Khcc: Comp. 5 Clad. Table 6-3 Case 1 Qhcc:. 00256*V^2*Khcc*Kht*Kd 1. 03 41. 19 psf MecaWind Pro v2.2.8.2 per ASCE 7-10 De-el ped b} AE':A Entercrisef, I1c. _opyr_,ht Date 6/14/2018 Project No. Company Name Designed By Address Description Patel Residence City Customer Name Stephen Brasgalla Architect State Proj Location 1199 NE 102nd St, Miami Shores Input Parameters: Envelope Procedure per ASCE 7-10 Chapter 28 Part 1 Basic Wind Speed(V) 175.00 mph Structural Category = II Exposure Category D Natural Frequency = 10.00 Hz Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 1.00 Alpha = 11.50 Zg = 700.00 ft At = 0.09 Bt = 1.07 Am = 0.11 am = 0.80 Cc = 0.15 1 = 650.00 ft Epsilon = 0.13 Zmin = 7.00 ft Pitch of Roof = 4 : 12 Slope of Roof(Theta) = 18.43 Deg h: Mean Roof Ht = 12.96 ft Type of Roof = HIPPED RHt: Ridge Ht = 17.25 ft Eht: Eave Height = 8.67 ft OH: Roof Overhang at Eave= 2.00 ft Overhead Type = OH w/ soffit Bldg Length Along Ridge = 93.33 ft Bldg Width Across Ridge= 47.50 ft Length of Hipped Ridge = 19.50 ft Roof Slope on Hip End = 12.44 Deg Gust Factor Calculations Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 • • e e e • Zm: 0.6*Ht = 7.78 ft•• • •e•a • lzm: Cc*(33/Zm)^0.167 = 0.19 • • • • Lzm: 1*(Zm/33)^Epsilon = 542.56 fte•:•• •• • •• Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.93 e•ee•• • •••• Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.89 •eee •• • • • Vhref: V* (5280/3600) = 256.67 ft is •• a •e ee•e• Vzm: Bm*(Zm/33)^Am*Vhref = 174.87 fe"ee• e• a •e•ee NFl: NatFreq*Lzm/Vzm = 31.03 Hi•e•e• eee• eeeee• Rn: (7.47*NF1)/(1+10.302*NF1)^1.667 0.02 • Nh: 4.6*NatFreq*Ht/Vzm = 3.41 •e•ee• • • Nb: 4.6*NatFreq*B/Vzm = 12.50 i e i • • •seei• Nd: 15.4*NatFreq*L/Vzm = 82.19 e•eeee Rh: 1/Nh-(l/(2*Nh^2)*(l-Exp(-2*Nh))) = 0.25 e•e • :••••: Rb: 1/Nb-(l/(2*Nb^2)*(1-Exp(-2*Nb))) = 0.08 •• • •• • • • Rd: 1/Nd-(1/(2*Nd^2)*(1-Exp(-2*Nd))) = 0.01 • • • R: ((1/Beta)*Rn*Rh*Rb*(0.53+0.47*Rd))^0.5 = 0.13 GG:(2*Ln(3600*nl))^0.5+0.577/(2*LN(3600*nl))^0.5 = 4.71 Gust3: 0.925*((1+1.7*lzm*(3.4^2*Q^2+GG^2*R^2)^0.5)/(1+1.7*3.4*lzm))= 0.90 Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.90 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Low Rise Bldg Provisions per Fig. 28.4-1: MWFRS Load Case A All pr_ssill __.> ..c,ow , .rca ba-.ad upcn I -SD __ ,.an, vir`. j p j.. W '0 Load Case A Casc H 1 ormon < Transverse Direction BUILDING GCpf GCpi GCpi qh Min P Max P Surface psf paf psf 1 0.52 0.18 0.18 48.46 16.48 33.92 2 0.69 0.18 0.18 48.46 42.16 24.71 3 0.47 0.18 0.18 48.46 31.50 14.05 4 0.42 0.18 0.18 48.46 29.08 11.63 lE 0.78 0.18 0.18 48.46 29.08 46.52 2E 1.07 0.18 0.18 48.46 60.58 43.13 3E 0.67 0.18 0.18 48.46 41.19 23.75 4E 0.62 0.18 0.18 48.46 38.77 21.32 1T 00 00 2T 00 00 3T 00 00 4T 00 00 Low Rise Bldg Provisions per Fig. 25.4-1: MWFRS Load Case B 3:: ...._2d _ . .-S- Dosign, with 1 L:)aa Wnmfd am . CWW 1 4 .f • OVA. Wedwti OWW Oki" C" Load Case 8 Cmsr til l'`i 63 Case B Torsi o Longitudinal Direction BUILDING GCpf GCpi GCpi qh Min P Surface psf psf 1 0.45 0.18 0.18 48.46 30.53 2 0.69 0.18 0.18 48.46 42.16 3 0.37 0.18 0.18 48.46 26.65 4 0.45 0.18 0.18 48.46 30.53 5 0.40 0.18 0.18 48.46 10.66 6 0.29 0.18 0.18 48.46 22.78 lE 0.48 0.18 0.18 48.46 31.98 2E 1.07 0.18 0.18 48.46 60.58 3E 0.53 0.18 0.18 48.46 34.41 4E 0.48 0.18 0.18 48.46 31.98 5E 0.61 0.18 0.18 48.46 20.84 6E 0.43 0.18 0.18 48.46 29.56 1T 00 2T 00 3T 00 4T 00 5T 00 6T 00 Max P psf 13.08 24.71 9.21 13.08 28.11 5.33 14.54 43.13 16.96 14.54 38.28 12.12 00 00 00 00 00 00 Figure 28.4-1 - Low -Rise Wal And Roof Figure Notes: Notes: 1) Pressure = qh * (GCPf - (+/- GCpi)), only max value shown 2) For Torsional Load Cases, the zones are designated with a "T". The pressures(Min P 6 Max P) are 25% of the full design wind pressures(Ld Case 1T=258*l(ld case 1),2T=258*2,3T=25%*3,4T=258*4). Exceptions to Torsional Load Cases: One story buildings with mean roof height<=30 ft(9.1m), buildings with two stories or less framed with light frame construction, and buildings two stories or less designed with flexible diaphragms need not be designed for the Torsional Load Cases. (Note 5 of Figure 6-10) Wind Pressure on Components and Cladding (Ch 30 Part 1) not a, ill f 1moot Sho Nii 15 1err, a Walls Rip Roof a 2-1 Al cs:r,s.ire:; P st:Own are tased ,or. ASD Des).ca, w;r h a•, Lp. i e3!; tr r ._ .6 s•• sees ***so* sees •• Width of Pressure Coefficient Zone "a" 4.75 fte•*:s• sees sees•• Description Width Span Area Zone Max Min Max P Min P sees•• e • ft ft ft^2 GCp GCp psf psf es * •*•• e• 10 SQFT 3.16 3.16 10.0 0.5010.50 0.90---32.950.90 32.95 52.3452.39 sees e •see• 20 SQFT 4.47 4.47 20.0 1 0.44 0.87 30.04 50.88 s e • *ese* 50 SQFT 7.07 7.07 50.0 1 0.36 0.83 26.18 48.95 o •see sees** 100 SQFT 10.00 10.00 100.0 1 0.30 0.80 23.26 47.49 e*s** e 10 SQFT 3.16 3.16 10.0 2 0.50 1.70 32.95 91.11 20 SQFT 4.47 4.47 20.0 2 0.44 1.55 30.04 83.82 eoo*oe 50 SQFT 7.07 7.07 50.0 2 0.36 1.35 26.18 74.18 a e**•*• 100 SQFT 10.00 10.00 100.0 2 0.30 1.20 23.26 66.88 see sees: 10 SQFT 3.16 3.16 10.0 3 0.50 1.70 32.95 91.11 s• * • • se•* 20 SQFT 4.47 4.47 20.0 3 0.44 1.55 30.04 83.82 50 SQFT 7.07 7.07 50.0 3 0.36 1.35 26.18 74.18 100 SQFT 10.00 10.00 100.0 3 0.30 1.20 23.26 66.88 10 SQFT 3.16 3.16 10.0 2H 0.50 2.20 24.23 106.62 20 SQFT 4.47 4.47 20.0 2H 0.44 2.20 21.32 106.62 50 SQFT 7.07 7.07 50.0 2H 0.36 2.20 17.46 106.62 10 SQFT 3.16 3.16 10.0 3H 0.50 3.70 24.23 179.31 20 SQFT 4.47 4.47 20.0 3H 0.44 3.34 21.32 161.83 50 SQFT 7.07 7.07 50.0 3H 0.36 2.86 17.46 138.67 10 SQFT 3.16 3.16 10.0 4 1.00 1.10 57.19 62.03 20 SQFT 4.47 4.47 20.0 4 0.95 1.05 54.61 59.46 50 SQFT 7,07 7.07 50.0 4 0.88 0.98 51.20 56.05 100 SQFT 10.00 10.00 100.0 4 0.82 0.92 48.63 53.47 10 SQFT 3.16 3.16 10.0 5 1.00 1.40 57.19 76.57 20 SQFT 4.47 4.47 20.0 5 0.95 1.29 54.61 71.42 50 SQFT 7.07 7.07 50.0 5 0.88 1.15 51.20 64.61 100 SQFT 10.00 10.00 100.0 5 0.82 1.05 48.63 59.45 Khcc:Comp. & Clad. Table 6-3 Case 1 1.03 Qhcc:.00256*V^2*Khcc*Kht*Kd 48.46 psf l FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: 13 This checklist M A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist tha;w •: • • • • • •' • be used for field verification (usually four pages/may be greater). • • • • • • : • Energy Performance Level (EPL) Display Card (one page) .. • n HVAC system sizing and selection based on ACCA Manual S or per exceptions pMvJbbd in SActidtf R403.7, • • • • • Mandatory Requirements (five pages) • • • • • • Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) El A completed Envelope Leakage Test Report (usually one page) If Form R405 duct leakage type indicates anything other than "default le kage" then a completed Form R405 Duct Leakage Test Report (usually one page) selected 6/21/20184:24:03 PM 0 _ EnergyGauge® USA 6.0.02 - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 VOID UNLESS SIGNED BY OWNER/BUILDER'AGENT FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 18185 Builder Name: tbd Street: 1199 NorthEast 102 Street Permit Office: Miami Shores City, State, Zip: Miami Shore, FL, Permit Number: Owner: Patel-Shasheed Jurisdiction: 232600 Design Location: FL, Miami Beach County: Miami -Dade (Florida Climate Zone 1 ) 1. New construction or existing New (From Plans) 9. Wall Types (2822.7 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 2597.10 ft' b. Concrete Block - Int Insul, Adjacent R=4.1 225.56 ft' 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (2373.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 2097.00 ft' 6. Conditioned floor area above grade (ft2) 2373 b. Cathedral/Single Assembly (Vented) R=30.0 276.00 ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(593.2 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: existing 6 419.4 a. U-Factor: Dbl, U=0.47 593.17 ft2 SHGC: SHGC=0.28 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr • Efficiency SHGC: a. Central Unit 12.0 S:20.00 • • • • b. Central Unit 46.5 e3rEtVV. .00 • c. U-Factor: N/A ft2 SHGC: 13. Heating systems IgBtu/hr Efficiency • d. U-Factor: N/A ft2 a. Electric Heat Pump 12.0• JrISPF:8.90 ;' • • ; SHGC: b. Electric Heat Pump 48.0 }IS aV1.00 Area Weighted Average Overhang Depth: 2.546 ft. eel Area Weighted Average SHGC: 0.280 14. Hot watersystems a. Electric Cap: 46 gallons .... 8. Floor Types (2373.0 sqft.) Insulation Area E: 0.920 • a. Slab -On -Grade Edge Insulation R=0.0 2373.00 ft2 b. Conservation features Osseo b. N/A R= ft2 None c. N/A R= ft2 15. Credits None ••••• Glass/Floor Area: 0.250 Total Proposed Modified Loads: 85.55 PASSTotalBaselineLoads: 111.94 1 hereby certify that the plans and specifications covered y Review of the plans and S-r4 this calculation are in compliance with the Florida En specifications covered by this OF-THk IV a p Code. calculation indicates compliance with the Florida Energy Code. i` n,,,, PREPARED BY: ___-__ Before construction is completed DATE: -___ 21 T8___ building will be inspected fork7nImo, a pliance with Section 553.908 hereby certify that this building, as designe , ' iance Florida Statutes. i with the Florida Energy Code. COp WE OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (111402.4.1.2). 6/21/2018 4:24 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: 18185 Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 2373 Lot # Owner Name: Patel-Shasheed Total Stories: 1 Block/Subdivision: of Units: 1 Worst Case: No PlatBook: Builder Name: tbd Rotate Angle: 0 Street: 1199 NorthEast 102 Str Permit Office: Miami Shores Cross Ventilation: County: Miami -Dade Jurisdiction: 232600 Whole House Fan: City, State, Zip: Miami Shore, Family Type: Single-family FL, New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami Beach FL_MIAMI_INTL_AP 51 90 70 75 149.5 58 Low BLOCKS Number Name Area Volume 1 Block1 276 2668.9 2 Block2 2097 20278 0 * 0 0 0 SPACES i 0 Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished •*Cooled Fleated 1 addition 276 2668.9 No 2 0 1 Yet VMOO • 2 existing 2097 20278 Yes 4 3 1 Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value ' Til@' %&qd Caraet 1 Slab -On -Grade Edge Insulatio addition 41.18 ft 0.01 276 ft2 1 0 0 2 Slab -On -Grade Edge Insulatio existing 227.6 ft 0.01 2097 ft2 0.33 0.33 0.34 ROOF V Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Barrel tile 2570 ft2 0 ft2 Medium 0.75 No 0.9 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 2373 ft2 N N 6/21 /2018 4:24 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) existing 30 Blown 2097 ft' 0.11 Wood 2 Cathedral/Single Assembly (Vented) addition 30 Blown 276 ft' 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space 1 N Garage Concrete Block - Int Insul addition 4.0999 23 4 9 8 225.6 ft' 0 0.200000 0 2 S Exterior Concrete Block - Int Insul addition 4.0999 11 10 9 8 114.4 ft' 0 0.200000 0 3 E Exterior Concrete Block - Int Insul addition 4.0999 14 8 9 8 141.8 ft' 0 0.200000 0 4 W Exterior Concrete Block - Int Insul addition 4.0999 14 8 9 8 141.8 ft' 0 0.200000 0 5 S Exterior Concrete Block - Int Insul existing 4.0999 51 3 9 8 495.4 ft' 0 0.200000 0 6 S Exterior Concrete Block - Int Insul existing 4.0999 8 1 9 8 78.1 ft' 0 0.200000 0 7 E Exterior Concrete Block - Int Insul existing 4.0999 8 0 9 8 77.3 ft' 0 0.200000 0 8 W Exterior Concrete Block - Int Insul existing 4.0999 28 6 9 8 275.5 ft' 0 0.200000 0 9 E Exterior Concrete Block - Int Insul existing 4.0999 47 6 9 8 459.2 ft' 0 0.200000 0 10 N Exterior Concrete Block - Int Insul existing 4.0999 60 0 9 8 580.0 ft' 0 0.200000 0 11 W Exterior Concrete Block - Int Insul existing 4.0999 24 2 9 8 233.6 ft' 0 •' b2t0000 0 0000 DOORS Ornt Door Type Space Storms U-Value WAR Height • AregFt •1K• Ft •• In • • 1 S Wood existing None 46 4 4 • • • 16 ft• 9000** 2 E Wood existing None 46 4 5 • • • 20 ftl 3 W Wood existing None 46 4 5 . 20 ft' • WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 S 2 Metal Low-E Double Yes 0.47 0.28 N 38.0 ft' 2 ft 0 in 2 ft 0 in None None 2 E 3 Metal Low-E Double Yes 0.47 0.28 N 9.0 ft' 2 ft 0 in 2 ft 0 in None None 3 W 4 Metal Low-E Double Yes 0.47 0.28 N 5.0 ft' 2 ft 0 in 2 ft 0 in None None 4 S 5 Metal Low-E Double Yes 0.47 0.28 N 38.0 ft' 2 ft 0 in 2 ft 0 in None None 5 S 5 Metal Low-E Double Yes 0.47 0.28 N 104.0 ft' 2 ft 0 in 2 ft 0 in None None 6 S 5 Metal Low-E Double Yes 0.47 0.28 N 48.0 ft' 2 ft 0 in 2 ft 0 in None None 7 S 6 Metal Low-E Double Yes 0.47 0.28 N 16.0 ft' 8 ft 0 in 1 ft 6 in None None 8 E 7 Metal Low-E Double Yes 0.47 0.28 N 12.0 ft' 8 ft 0 in 1 ft 6 in None None 9 W 8 Metal Low-E Double Yes 0.47 0.28 N 64.0 ft' 2 ft 0 in 2 ft 0 in None None 10 E 9 Metal Low-E Double Yes 0.47 0.28 N 34.7 ft' 2 ft 0 in 2 ft 0 in None None 11 E 9 Metal Low-E Double Yes 0.47 0.28 N 20.0 ft' 2 ft 0 in 2 ft 4 in None None 12 E 9 Metal Low-E Double Yes 0.47 0.28 N 80.0 ft' 2 ft 0 in 2 ft 4 in None None 13 N 10 Metal Low-E Double Yes 0.47 0.28 N 22.5 ft' 2 ft 0 in 2 ft 0 in None None 14 N 10 Metal Low-E Double Yes 0.47 0.28 N 9.0 ft' 2 ft 0 in 2 ft 0 in None None 15 N 10 Metal Low-E Double Yes 0.47 0.28 N 16.5 ft' 2 ft 0 in 2 ft 0 in None None 16 N 10 Metal Low-E Double Yes 0.47 0.28 N 37.5 ft' 2 ft 0 in 2 ft 0 in None None 6/21/2018 4:24 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang v # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 17 W 11 Metal Low-E Double Yes 0.47 0.28 N 20.0 ft2 6 ft 0 in 1 ft 4 in None None 18 W 11 Metal Low-E Double Yes 0.47 0.28 N 6.0 ft2 6 ft 0 in 1 ft 4 in None None 19 W 11 Metal Low-E Double Yes 0.47 0.28 N 13.0 ft2 6 ft 0 in 1 ft 4 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 494.8328 ft2 494.8328 ft2 64 ft 8 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 00043 2677.1 146.97 276.4 .3118 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Ducts 2 Electric Heat Pump/ Split HSPF:11 48kBtu/hr ••Q••' Sys"* 1 A Electric Heat Pump/ Split HSPF:8.9 6 kBtu/hr ' •'%•• Ductless* 113 Electric Heat Pump/ Split HSPF:8.9 6 kBtu/hr 19 Ductless COOLING SYSTEM '....' •..• System Type Subtype Efficiency Capacity Air FI • SHR • Block* Ducts so 1 Central Unit/ Split SEER: 20 12 kBtu/hr 360 o4m • • • 0.75 16 Ductless. • 2 Central Unit/ Split SEER: 20 46.5 kBtu/hr 1440 cfm t.75 ; • ; • sy%fl! - • HOT WATER SYSTEM • System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.92 40 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS Supply -- Return -- Air CFM 25 CFM25 HVAC # v # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 419.4 ft Attic 105 ft2 Default Leakage existing (Default) (Default) 2 2 6/21/2018 4:24 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 4 of 5 FnRM Rdf15-9nl7 INPI IT -QI IMMAPV rI4I=CLC1 ICT DGDr%DT TEMPERATURES Programable Thermostat: None Ceiling Fans: CoolingJan HeatinJan f Feb X Feb j Mar X] Mar Apr fAprMay fMayjX] Jun Jun jX Jul Jul Aug X Aug11S SeSeP j Oct Oct j Nov X] Nov Dec Dec Ventin Jan [ Feb X] Mar X] A r Ma Jun Jul Au e X] Oct X] Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( WD) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating ( WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 MASS Mass Type Area Thickness Furniture Fraction Space Default( 8 Ibs/sq.ft. 0 ft' 0 ft 0.3 addition Default 8 Ibs/s .ft. 0 ft' 0 ft 0.3 existing Name: Analyzed Energy LLC, L Her Rating Compant: Analyzed Energy Laurene Herwald Signature: ^""'` 6/ 21 /21,aDate: 6/ 21/2018 4:24 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 5 of 5 2017 EPL DISPLAY CARD VOID UNLESS SIGNED BY OWNER, 6UILDER!rGENT ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 76 The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1. New (From Plans) 12. Ducts, location & insulation level a) Supply ducts R 6.0 2. Single-family or multiple -family 2. Single-family b) Return ducts R 6.0 c) AHU location Attic/Attic 3. No. of units (if multiple -family) 3. 1 4. Number of bedrooms 4. 3 13. Cooling system: Capacity 58.5 a) Split system SEER 20.0 5. Is this a worst case? (yes/no) 5. No b) Single package SEER c) Ground/water source SEER/COP 6. Conditioned floor area (sq. ft.) 6. 2373 d) Room unit/PTAC EER e) Other 7. Windows, type and area a) U-factor:(weighted average) 7a. 0.470 b) Solar Heat Gain Coefficient (SHGC) 7b. 0.280 14. Heating system: Capacity 60.0 c) Area 7c. 593.2 a) Split system heat pump HSPF varies b) Single package heat pump HSPE 8. Skylights c) Electric resistance; .'. COP"" a) U-factor:(weighted average) 8a. NA d) Gas furnace, naturardas • AFU":•. b) Solar Heat Gain Coefficient (SHGC) 8b. NA e) Gas furnace, LPG • •'; • • AFUE • • • f)Other •••••• • 9. Floor type, insulation level: 0000 • • • a) Slab -on -grade (R-value) 9a. 0.0 0000 • • b) Wood, raised (R-value) 9b. 15. Water heating system •; • • : : • • • c) Concrete, raised (R-value) 9c. a) Electric resistance •• •• EF •9.92 b) Gas fired, natural qM : • EF • 10. Wall type and insulation: c) Gas fired, LPG EF • A. Exterior: d) Solar system with tank • • Eli 1. Wood frame (Insulation R-value) 10A1. e) Dedicated heat pumponrit;tank ER • 2. Masonry (Insulation R-value) 10A2. 4.1 f) Heat recovery unit HeatRec°7 • • r B. Adjacent: g) Other 1. Wood frame (Insulation R-value) 10131. 2. Masonry (Insulation R-value) 10132. 4.1 16. HVAC credits claimed (Performance Method) 11. Ceiling type and insulation level a) Ceiling fans a) Under attic 1 la. 30.0 b) Cross ventilation No b) Single assembly 11b. 30.0 c) Whole house fan No c) Knee walls/skylight walls 11 c. d) Multizone cooling credit d) Radiant barrier installed 11 d. No e) Multizone heating credit 0 Programmable thermostat No Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL display card will be completed based on installed code compliant features. Builder Signature: Date: Address of New Home: 1199 NorthEast 102 Street City/FL Zip: Miami Shore, FL 6/21/2018 4:24:32 PM EnergyGauge® USA 6.0.02 - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 1199 NorthEast 102 Street Permit Number: Miami Shore, FL, IYIIANUAK I U Kr_WIJ1 tnntN 15 See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plansandspecificationssubmittedtodemonstratecodecomplianceforthebuilding. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements ofSectionsR402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal enveloT)be building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. El R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall bp6lgstalledirf2dt:8rdance • • • • • • with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method efpconstruction."Iwe required • by the code official, an approved third party shall inspect all components and verify compliance. ...... .. . ...... R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage ra te•rO exceeding seven air • * 0 " 0 • changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. T.eeiiAg shall be conducted in • • • • • accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing %haa b%conducted by either . • :. • individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in §%dtiQQ 489.105;3)jj a or (1) an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided jo the code • official. Testing shall be performed at any time after creation of all penetrations of the building thermal envoerope. • Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thta atl envelope oigxiiting • • • • buildings in which the new construction is less than 85 percent of the building thermal envelope. • • • During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping orotherinfiltrationcontrolmeasures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intendedinfiltrationcontrolmeasures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air leakage Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 orAAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 6/21/2018 4:24 PM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. 0000 Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Suction 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i), Florida Statutest to be , ubstantiail iLk free- in* • : • accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage ort ns more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. • • : • • • • R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of tlyefollowing methods • • • 1. Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. r2tpal.Scross t 9 sysiim, inciddlni lfte manufacturer's air handler enclosure if installed at the time of the test. All registers shall bet2pebtr otherANse s'2aled durirfgtRdF1t9t. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 lnWh ;g* t5 Pa) across the • entire system, including the manufacturer's air handler enclosure. Registers shall be taped ar otherlise se;0ed.4iftg the • •' •' • test. • • • • • Exceptions: • • • 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105F (419C) or below 55'F (139C) shall be insulated to a minimu m of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory). Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 6/21/2018 4:24 PM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 1001= to 1407 (389C to 609C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ven1ilb?1% including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic pr grRfiv dampeft4tl" • • • • • • close when the ventilation system is not operating. • • • • • • • R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a v oteVotse mecliahca; """ ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 000000 • • • Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HV, Ct"Gipment,:Ag slTall be ' • powered by an electronically commutated motor. 0000 • • • • • • • • R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure ol'tbr RAChanicaCAptilatjpn • • • • • • shall meet the following criteria: • • • • • • • • • • • • • 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilatiollb?Au**ptable • • Indoor Air Quality, shall be the maximum rates allowed for residential applications. • • • • • • • • • • 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space frc%%tf cs• crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. • • • 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916 6/21/2018 4:24 PM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturers product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural.dsaft stmosphesis biomers • • shall not be less than the design load calculated in accordance with Section R403.7.1. •..... '..' ; ,..;. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or hey 4i,%equipment capacity on ar • • • 0 intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have cgwpment sizes or controlled to prevent continuous space cooling or heating within that space b one or more of the following options: "' • ' • • "•" P P 9 9 P Y 9 P •• 1. A separate cooling or heating system is utilized to provide cooling or heating to the major enteptamrnent areas• • 00000 we 2. A variable capacity system sized for optimum performance during base load periods is utili4l.. 0. . .' R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply will Aeclions o 0C403andC404oftheIECC—Commercial Provisions in lieu of Section R403. .. . 00 0 0 0 0 0: R403.9 Snow melt and Ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50'F (109C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 401= (4.89C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oilfired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 6/21/2018 4:24 PM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (MandatorAe energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights. 6/21/2018 4:24 PM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 5 of 5 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: 18185 Builder Name: tbd Street: 1199 NorthEast 102 Street Permit Office: Miami Shores City, State, Zip: Miami Shore, FL, Permit Number: Y Owner: Patel-Shasheed Jurisdiction: 232600 w Design Location: FL, Miami Beach v COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in an dropped ceiling/soffitYPP9 /soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within comers and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity sealed. with a material having a thermal resistance of R-3 Knee walls shall be sealed. per inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/doorjambs and framing, and and doors kskylights and framing shall be sealed. 9000 000000 Rim joists Rim joists shall include the air barrier. Rim joists shall be•iRm"ed. • • : .. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity"Insuralion shall belinstalled tci • including insulation. maintain permanep«olifait with tbg yn(fejside of above -garage subfloor decking, or'f166i'framing Cavitjt Insulation* • 6 • • and cantilevered shall be permitted to bo Mccontac"th the top side* floors) of sheathing, or contin•ubus insulaCori installed on. • v • • • the underside of fl9W frpyng and extepds from the bottom to the top 4f all'peameter floor framing members. • • • • • • Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided in's"S o{floor insijljtigp, insulat" a Class I vapor retarder with overlapping joints taped. shall be permanently attached to t%F 4ftpace Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be airtight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall Pytpnrf behind piping and wir*no- Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. I Caulking or other adhesive sealants shall not be used to fill voids between fire snrinkler cover plates and walls or ceilings, a. in addition, inspection of iog wars shall be in accordance with the provisions of ICU-400. 6/21/2018 4:24 PM EnergyGauge® USA FBC 6th Edition (2017) Compliant Software Page 1 of 1 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: 232600 Permit #: Job Information Builder: tbd Community: Lot: NA Address: 1199 NorthEast 102 Street City: Miami Shore State: FL Zip: Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method O PRESCRIPTIVE METHOD -The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour at a pressure of 0.2 inch w.g. (50 Pascals) in Climate Zones 1 and 2. PERFORMANCE or ERI METHOD -The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding the selected ACH(50) value, as shown on Form R405-2017 (Performance) or R406-2017 (ERI), section labeled as infiltration, sub -section ACH50. ACH(50) specked on Form R405-2017-Energy Calc (Performance) or R406-2017 (ERI): 7.000 x 60 _ 22947 = Method for calcuFating buildicD Fiume: CFM(50) Building Volume ACH(50) O Retrieved frelttarchitectural plans PASS "" ' Code softv0lculateQ • • When ACH(50) is less than 3, Mechanical Ventilation installation Q Field measLrrga•aitd caldilatea• must be verified by building department. of so' R402.4.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure Ef 0.2 irttf ej450 PastM91 Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statues.or indiviValsrllbg,nsed at set forth in Se:UoA 489.105(3)(f) (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party otnducting the<est and • provided to thecode official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope' •' During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. Testing Company Company Name: Phone: I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: Printed Name of Tester: License/Certification #: Issuing Authority: 6/21/2018 4:24:44 PM EnergyGauge® USA 6.0.02 - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 1,. -ccI —g -- ;u p-ie-! capa Cooling or.l j eq_, o^,er. sh7 1 ne seie tec so . at its fz_-I cap3`'I:y is not less [1,,1^ tr e alculat " total load tD,' nor more than 1.15 times greater than the totai lcad calculated according to the procedure selected ,r 1 3 r ',he a'id iabl? j,Zv pC :''d j i e ma liF_ pr Cji t lines.The rr?spOrding latent ;aca :ty of tht' e(I nf-Prl,t Residential System Sizing Calculation Summary Patel-Shasheed Project Title: 1199 NorthEast 102 Street 18185 Miami Shore, FL 6/21 /2018 Location for weather data: Miami Beach, FL - Defaults: Latitude(25.82) Altitude(10 ft.) Temp Range(L) Humidity data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 58 r. Winter design temperature(TMY3 99%) 48 F Summer design temperature(TMY3 99%) 89 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 22 F Summer temperature difference 14 F Total heating load calculation 30538 Btuh Total cooling load calculation 43338 Btuh Submitted heating capacity of calc Btuh Submitted cooling capacity of calc Btuh Total (Electric Heat Pump) 196.5 60000 Sensible (SHR = 0.75) 126.3 43875 Latent 170.1 14625 WINTER CALCULATIONS Winter Heatina Load (for 2373 soft Load component Load Window total 593 sqft 6133 Btuh Wall total 2173 sqft 7136 Btuh Door total 56 sqft 567 Btuh Ceiling total 2373 sqft 1666 Btuh Floor total See detail report 6978 Btuh Infiltration 191 cfm 4616 Btuh Duct loss 3443 Btuh Subtotal 30538 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 30538 Btuh Summer Coolina Load (for 2373 soft rsr:23 41b P,00rs(:2 3°b! SUMMER CALCULATIONS` 5,9^. • Load component Load Window total 593 sqft 12134 Btuh Wall total 2173 sqft 4541 Btuh Door total 56 sqft 747 Btuh Ceiling total 2373 sqft 2034 Btuh Floor total 0 Btuh Infiltration 143 cfm 2203 Btuh Internal gain 8380 Btuh Duct gain 4698 Btuh Sens. Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 34738 Btuh Latent gain(ducts) 1358 Btuh Latent gain (infiltration) 5642 Btuh Latent gain(ventilation) 0 Btuh Latent gain(intemal/occupants/other) 1600 Btuh Total latent gain 8600 Btuh TOTAL HEAT GAIN 43338 Btuh K: 8th Edition r i Ceilings,4' 71, A'aus(t0'. Doors(1.7°.5) Ducts 14 046; EnergyGauge® PREPARED BY: DATE: ve ^rsi5 .• ows.23Lo; Latent mti 37%i Gain(t93°: Syste & Design by DI/in rasgalla. Architect EnergyGauge® / USRCZB v6.0 System Sizing Calculations - Winter Residential Load - Room by Room Component Details Patel-Shasheed Project Title: 1199 NorthEast 102 Street 18185 Miami Shore, FL Building Type: User 6/21 /2018 Reference City: Miami Beach, FL (Defaults) Winter Temperature Difference: 22.0 F (TMY3 99%) lComponent Loads for Room #1: addition Window Panes/Type Frame U Orientation Area s ft X HTM= Load 1 2, NFRC 0.28 Metal 0.47 S 38.0 10.3 393 Btuh 2 2, NFRC 0.28 Metal 0.47 E 9.0 10.3 93 Btuh 3 2, NFRC 0.28 Metal 0.47 W 5.0 10.3 52 Btuh Window Total 52.0 s ft 538 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load Cav/Sh) 1 Conc Blk,Hollow - Adj (0.149) 4.1/0.0 226 3.28 741 Btuh 2 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 76 3.28 251-WY 3 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 133 3.28 436 0 0" 4 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 137 3.28 449Plah Wall Total 572 s ft 1876 Btuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load . 2 Cathedral/L/Tile (0.032) 30.0/0.0 276 0.7 19%B{uh Ceiling Total 276 s ft 1971Ruh Floors Type Ueff. R-Value Size X HTM= Load • • 1 Slab On Grade (1.180) 0.0 41.2 ft(perim.) 26.0 1069 BtUh Floor Total 276 s ft 1069$U4 Room Envelope Subtotal: 36806AW Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.50 2669 0.26 50.2 1214 Btuh Duct load No ducts assigned to this zone. DLM of 0.000) 0 Btuh Room #1 Sensible Room Subtotal 4893 Btuh EnergyGauge® / USRCZB v6.0 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Patel-Shasheed Project Title: 1199 NorthEast 102 Street 18185 Miami Shore, FL Building Type: User 6/21 /2018 Component Loads for Room #2: existing Window Panes/Type Frame U Orientation Area s ft X HTM= Load 4 2, NFRC 0.28 Metal 0.47 S 38.0 10.3 393 Btuh 5 2, NFRC 0.28 Metal 0.47 S 104.0 10.3 1075 Btuh 6 2, NFRC 0.28 Metal 0.47 S 48.0 10.3 496 Btuh 7 2, NFRC 0.28 Metal 0.47 S 16.0 10.3 165 Btuh 8 2, NFRC 0.28 Metal 0.47 E 12.0 10.3 124 Btuh 9 2, NFRC 0.28 Metal 0.47 W 64.0 10.3 662 Btuh 10 2, NFRC 0.28 Metal 0.47 E 34.7 10.3 358 Btuh 11 2, NFRC 0.28 Metal 0.47 E 20.0 10.3 207 Btuh 12 2, NFRC 0.28 Metal 0.47 E 80.0 10.3 827,ISIL" 13 2, NFRC 0.28 Metal 0.47 N 22.5 10.3 233 AUT 14 2, NFRC 0.28 Metal 0.47 N 9.0 10.3 93-YX 15 2, NFRC 0.28 Metal 0.47 N 16.5 10.3 171 Btqh 16 2, NFRC 0.28 Metal 0.47 N 37.5 10.3 388.Qtul-6 17 2, NFRC 0.28 Metal 0.47 W 20.0 10.3 207.-Bft" 18 2, NFRC 0.28 Metal 0.47 W 6.0 10.3 628tuh, 19 2, NFRC 0.28 Metal 0.47 W 13.0 10.3 134:BfL" Window Total 541.2 s ft 5596 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Loc%•,; Cav/Sh) 5 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 305 3.28 100$.8fte 6 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 46 3.28 151 Bfuh' 7 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 65 3.28 214 Btuh 8 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 212 3.28 694 Btuh 9 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 305 3.28 1000 Btuh 10 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 495 3.28 1624 Btuh 11 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 175 3.28 573 Btuh Wall Total 1602 s ft 5260 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Wood - Exterior, n (0.460) 16 10.1 162 Btuh 2 Wood - Exterior, n (0.460) 20 10.1 202 Btuh 3 Wood - Exterior, n (0.460) 20 10.1 202 Btuh Door Total 56 s ft 5676tuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 1 Vented Attic/L/Tile 0.032) 30.0/0.0 2097 0.7 1469 Btuh Ceiling Total 2097 s ft 1469Btuh Floors Type Ueff. R-Value Size X HTM= Load 2 Slab On Grade 1.180) 0.0 227.6 ft(perim.) 26.0 5908 Btuh Floor Total 2097 s ft 5908 Btuh Room Envelope Subtotal: 18800 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.50 20278 0.74 140.6 3402 Btuh EnergyGauge® / USRCZB v6.0 Page 2 Manual J Winter Calculations Residential Load - Component Details (continued) Patel-Shasheed Project Title: 1199 NorthEast 102 Street 18185 Miami Shore, FL Building Type: User 6/21 /2018 Duct load I Average sealed, Supply(R6.0-Attic), Return (R6. 0-Attic) (DLM of 0.155) Room #2 SYSTEM GROUPS (BLOCK LOADS) Sensible Room Subtotal 3443 Btuh 25645 Btu h Heating Loads . •. • • • • For System (s):1 Block load • • 4893 t h Serving Rooms: 1 • Heating Loads • • • • • • • For System(s):2 Block load •2564EtDJUI ServingRooms: 2 • HOLE HOUSE TOTALS Subtotal Sensible Heat Loss 30538 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 30538 Btuh EQUIPMENT 1. Electric Heat Pump Multiple #Multiple 12000 Btuh 2. Electric Heat Pump Ruud #UP2048AJVCA 48000 Btuh EnergyGauge® / USRCZB v6.0 Page 3 Manual J Winter Calculations Residential Load - Component Details (continued) Patel-Shasheed Project Title: 1199 North East 102 Street 18185 Miami Shore, FL Building Type: User 6/21/2018 Key: Window types -NFRC (Requires U-Factor and Shading coefficient(SHGC) of glass as numerical values) or - Glass as 'Clear' or'Tint' (Uses U-Factor and SHGC defaults) U - (Window U-Factor) h...ti. HTM - (ManualJ Heat Transfer Multiplier) r Version 8 0000 EnergyGauge® / USRCZB v6.0 Page 4 System Residential Patel-Shasheed 1199 NorthEast 102 Street Miami Shore, FL Reference City: Miami Beach, FL Sizing Calculations - Summer Load - Room by Room Component Details Project Title: 18185 6/21 /2018 Temperature Difference: 14.OF(TMY3 99%) Humidity difference: 58gr. Component Loads for Room #1: addition Type* Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Ornt Len H t Gross Shaded Unshadec Shaded Unshaded 1 2 NFRC 0.28, 0.47 No No S 2.Oft 2.Oft 38.0 38.0 0.0 13 14 481 Btuh 2 2 NFRC 0.28, 0.47 No No E 2.Oft 2.Oft 9.0 0.0 9.0 13 34 305 Btuh 3 2 NFRC 0.28, 0.47 No No W 2.Oft 2.Oft 5.0 0.0 5.0 13 34 169 Btuh Window Total 1 1 52 (sgft) 955 Btuh Walls Type U-Value R-Value Area(sqft) HTM Load Cav/Sheath 1 Concrete Blk,Hollow - Adj 0.15 4.1/0.0 225.6 2.1 471 Btuh 2 Concrete Blk,Hollow - Ext 0.15 4.1/0.0 76.4 2.1 ita' %uh 3 Concrete Blk,Hollow - Ext 0.15 4.1/0.0 132.8 2.Z • 2TT' 8tuh 4 Concrete Blk,Hollow - Ext 0.15 4.1/0.0 136.8 2.1 • • 2660 8tuh Wall Total 571 (sgft) • • • • 1194 B;jh Ceilings Type/Color/Surface U-Value R-Value Area(sqft) H7M•• Load 2 Cath/Sngl Assem/LightfTile 0.032 30.0/0.0 276.0 0.60 l% %juh Ceiling Total 276 (sgft) "' 164'Btuh Floors Type R-Value Size H L d 1 Slab On Grade 0.0 276 (ft-perimeter) 0.0 00 Btuh l Floor Total 276.0 (sqft) -••+ 41 0•Btuh Zone Envelope Subtot§l: e. Al519tuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Load••• Natural 0.37 2669 0.26 37.6 579 Btuh Internal Occupants Btuh/occupant Appliance Load gain 2 X 230 + 2200 2660 Btuh Sensible Envelope Load: 5553 Btuh Duct load No ducts assigned to this zone. DGM of 0.000) 0 Btuh Sensible Zone Load 5553 Btuh EnergyGauge® I USRCZB v6.0 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Patel-Shasheed Project Title: Climate: FL_MIAMI_INTL_AP 1199 NorthEast 102 Street 18185 Miami Shore, FL 6/21 /2018 Component Loads for Room #2: existing I Type* Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Omt Len H t Gross ShadedUnshadec Shaded Unshaded 4 2 NFRC 0.28, 0.47 No No S 2.Oft 2.Oft 38,0 38.0 0.0 13 14 481 Btuh 5 2 NFRC 0.28, 0.47 No No S 2.Oft 2.Oft 104.0 104.0 0.0 13 14 1316 Btuh 6 2 NFRC 0.28, 0.47 No No S 2.0ft 2.Oft 48.0 48.0 0.0 13 14 607 Btuh 7 2 NFRC 0.28, 0.47 No No S 8.Oft 1.5ft 16.0 16.0 0.0 13 14 202 Btuh 8 2 NFRC 0.28, 0.47 No No E 8.0ft 1.5ft 12.0 12.0 0.0 13 34 152 Btuh 9 2 NFRC 0.28, 0.47 No No W 2.Oft 2.Oft 64.0 0.0 64.0 13 34 2168 Btuh 10 2 NFRC 0.28, 0.47 No No E 2.0ft 2.Oft 34.7 0.0 34.7 13 34 1175 Btuh 11 2 NFRC 0.28, 0.47 No No E 2.0ft 2.3ft 20.0 0.0 20.0 13 34 6Z$ . Ptuh 12 2 NFRC 0.28, 0.47 No No E 2.0ft 2.3ft 80.0 0.0 80.0 13 34 2911 Bt4h 13 2 NFRC 0.28, 0.47 No No N 2.Oft 2.Oft 22.5 0.0 22.5 13 16 • A5 Btuh 14 2 NFRC 0.28, 0.47 No No N 2.Oft 2.Oft 9.0 0.0 9.0 13 13! 111;fttuh 15 2 NFRC 0.28, 0.47 No No N 2.Oft 2.Oft 16.5 0.0 16.5 13 19'•; 2L9 Bfbh 16 2 NFRC 0.28, 0.47 No No N 2.0ft 2.Oft 37.5 0.0 37.5 13 1" • • 474 •Btuh 17 2 NFRC 0.28, 0.47 No No W 6.Oft 1.3ft 20.0 14.6 5.4 13 34• • • Z68 atuh 18 2 NFRC 0.28, 0.47 No No W 6.Oft 1.3ft 6.0 6.0 0.0 13 A... 78. ef h 19 2 NFRC 0.28, 0.47 No No W 6.Oft 1.3ft 13.0 13.0 0.0 13 40.: Jg4 Ptuh Window Total 541 (sqft) 0 0.0 11=79at17h Walls Type U-Value R-Value Area(sqft) HTk4 * * Load • Cav/Sheath 5 Concrete Blk,Hollow -Ext 0.15 4.1/0.0 305.4 2.1 j3g'StLh 6 Concrete Blk,Hollow - Ext 0.15 4.1/0.0 46.1 2.f • 2 Utuh 7 Concrete Blk,Hollow - Ext 0.15 4.1/0.0 65.3 2.1 M36 •BttUh 8 Concrete Blk,Hollow - Ext 0.15 4.1/0.0 211.5 2.1 X 8tuh 9 Concrete Blk,Hollow - Ext 0.15 4.1/0.0 304.5 2.1 636 Btuh 10 Concrete Blk,Hollow - Ext 0,15 4.1/0.0 494.5 2.1 1033 Btuh 11 Concrete Blk,Hollow - Ext 0.15 4.1/0.0 174.6 2.1 365 Btuh Wall Total 1602 (sqft) 3347 Btuh Doors Type Area (sqft) HTM Load 1 Wood - Exterior 16.0 13.3 213 Btuh 2 Wood - Exterior 20.0 13.3 267 Btuh ; 3 Wood - Exterior 20.0 13.3 267 Btuh ! Door Total 56 (sqft) 747 Btuh Ceilings Type/Color/Surface U-Value R-Value Area(sqft) HTM Load 1 Vented Attic/Light/Tile 0.032 30.0/0.0 2097.0 0.89 1870 Btuh Ceiling Total 2097 (sqft) 1870 Btuh Floors Type R-Value Size HTM Load 2 Slab On Grade 0.0 2097 (ft-perimeter) 0.0 0 Btuh Floor Total 2097.0 (sqft) 0 Btuh Zone Envelope Subtotal: 17143 Btuh i EnergyGauge® / USRCZB v6.0 Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) Patel-Shasheed Project Title: Climate: FL_MIAMI_INTL_AP 1199 NorthEast 102 Street 18185 Miami Shore, FL 6/21 /2018 Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Natural 0.37 20278 0.74 105.5 Load 1624 Btuh Internal gain Occupants Btuh/occupant Appliance 4 X 230 + 4800 Load 5720 Btuh Sensible Envelope Load: 24487 Btuh Duct load Average sealed, Supply(R6.0-Attic), Retum(R6.0-Attic) (DGM of 0.192) 4698 Btuh I Sensible Zone Load 29186 Btuh EnergyGauge® / USRCZB v6.0 Page 3 Manual J Summer Calculations Residential Load - Component Details (continued) Patel-Shasheed Project Title: Climate: FL_MIAMI_INTL_AP 1199 NorthEast 102 Street 18185 Miami Shore, FL 6/21/2018 SYSTEM GROUPS (BLOCK LOADS) Sensible Envelope Load 5553 Btuh Window Excursion 0 Btuh Cooling Loads Sensible Duct Load (duct gain multiplier of 0.000) 0 Btuh Sensible ventilation 98tuh For System(s): Zone Sensible gain 555;,pluh 1 Latent infiltration/ventilation gain 1483 Bt6h Serving Zones: Latent duct gain 0 Btuh 1 Latent occupant gain 400Ituh 00 Latent other gain t00 Ruh Total block load 7536 Qtuh Sensible Envelope Load 2448-T•6tuh Window Excursion 0 Btuh Cooling Loads Sensible Duct Load (duct gain multiplier of 0.192) 4698 Btuh Sensible ventilation 0 Btuh For System(s): Zone Sensible gain 29186 Btuh 2 Latent infiltration/ventilation gain 4158 Btuh Serving Zones: Latent duct gain 1358 Btuh 2 Latent occupant gain 800 Btuh Latent other gain 300 Btuh Total block load 35802 Btuh EnergyGauge® / USRCZB v6.0 Page 4 Manual J Summer Calculations Residential Load - Component Details (continued) Patel-Shasheed Project Title: Climate: FL_MIAMI_INTL_AP 1199 NorthEast 102 Street 18185 Miami Shore, FL 6/21 /2018 HOUSE TOTALS Sensible Envelope Load All Zones 30040 Btuh Sensible Duct Load 4698 Btuh Total Sensible Zone Loads 34738 Btuh Sensible ventilation 0 Btuh Blower a -Btu h Whole House Total sensible gain 3473 sees tuh Totals for Cooling Latent infiltration gain (for 58 gr. humidity difference) •••; 5642• Btilh Latent ventilation gain ... 0 Btuh Latent duct gain 0009 so:**: 1A8 11tuh Latent occupant gain (6.0 people @ 200 Btuh per person] • 1200 4Eftuh so:*: Latent other gain 0 0 400 Qtuh Latent total gain ... 86D0 Btuh TOTAL GAIN 43338• @tuh EQUIPMENT 1. Central Unit Mitsubishi # 12000 Btuh 2. Central Unit Ruud #UP2048AJVCA 46500 Btuh Key: Window types (Panes - Number and type of panes of glass) SHGC - Shading coefficient of glass as SHGC numerical value) U - Window U-Factor) InSh - Interior shading device: none(No), Blinds(B), Draperies(D) or Roller Shades(R)) For Blinds: Assume medium color, half closed For Draperies: Assume medium weave, half closed For Roller shades: Assume translucent, half closed IS - Insect screen: none(N), Full(F) or Half(%)) Omt - compass orientation) Version 8 EnergyGauge® / USRCZB v6.0 Page 5 Residential Window Diversity MidSummer Patel-Shasheed Project Title: 1199 NorthEast 102 Street 18185 Miami Shore, FL 6/21 /2018 Weather data for: Miami Beach - Defaults Summer design temperature 89 F Average window load for July 7346 Btuh Cooling setpoint 75 F Peak window load for July 8789 Btuh Summer temperature difference 14 F Excusion limit(130% of Ave.) 9549 Btuh Latitude 25.82 North Window excursion Jul None WINDOW Average and Peak Loads •;;;;• TChart s1 r• i 4` 0" 10 12 14 1f0 1.00 1. WindowLoad(6kh) -• Limit for excursion —• 12 Hour average Total July Window Load(Radiation and conduction) The midsummer window load for this house does not exceed the window load excursion limit. This house has adequate midsummer window diversity. , EnergyGauge® System Sizi for FI ida r PREPARED BY: DATE: 6121 /2018 EnergyGauge® / USRCZB 20 R403.7 1.1 Cocling equ-pi-ent capacity Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1 15 t mes greater tl-ar the total load calculated accord ng to the procedure selected - Section 403 7, or the closest avai'able size provided by the manufacturor's product lines. The cc-respondirg latent capacity of the cquipm3nt snail not be less than the calculated latent load. Residential Equipment Selection Summary EnergyGauge 18185 6/21 /2018 1199 NorthEast 102 Street Block 1, Heating System1, Cooling System1 Miami Shore, FL Conditions Outdoor Winter Dry Bulb: 48 F Summer Dry Bulb: 89 F Summer Wet Bulb: 77 F I............. Room Winter Dry Bulb: 70 F Summer Dry Bulb: 75 F RH: 55 % Air Entering Indoor Coil Winter Dry Bulb: 68 F Summer Dry Bulb: 80 F Summer Wet Bulb: 67 F eggs Design Loads (Manual J or equivalent) • • •' •' • Heating: 4.893 Sensible Cooling: • g e . g 5.553: so.* Latent Cooling: e g go e e1.983e g e Air Flow Estimate Heating CFM: 300 Cooling CFM. Z300 • Equipment Information - Heating Type: Electric Heat Pump Manufacturer: Multiple '..'.' Nominal Capacity: 12.00 Outdoor Model: Multiple AHRI Number: 9999999 Indoor Model: Multiple Equipment Information - Cooling Type: Electric Heat Pump Manufacturer: Mitsubishi Speed: Variable -Speed Outdoor Model: AHRI Number: 9999999 Indoor Model: AHRI/Nominal Capacity: 12.00------------OEM Capacity at Design Conditions------------ TotalLatent Sensible Sens plus excess Latent 12 2.2 9.8 9.9 Manual S Compliance - Cooling Cooling -Only Equipment or Cooling Mode of Heat Pump in Condition A Climate Total: Required: 90 — 130% Actual: 159 % Manual S for Total FAIL Latent: Required: 100 —150% Actual: 111 % Manual S for Latent PASS Sensible: Required: 90% or more Actual: 178 % Manual S for Sensible PASS Heat Pump equipment is sized for cooling. AC System & Design by WStephenBrasgalla, Arcnitect I hereby certify that Prepared by: the equipment selected is in' 040• 1 accordance with ACCA Manual S. Date: Deese Dsesge g e Deese* D e Deggee r aNKPOWAr Residential Equipment Selection Summary Manual S Heat Pump Supplemental Requirements EnergyGauge 18185 1199 NorthEast 102 Street Block 1, Heating System1, Cooling System1 Miami Shore, FL 12 10 Thermal Balance Point 20 30 40 50 50 Outdoor Air temperaturef) 6/21 /2018 Design Temperature 48.0 F 11 AHRI Capacity Building Loads Load at Design T 4.9 Mbtuh Design Load Thermal Balance Point 33.0 F AHRI/Nominal CapaciW tz.DP' *.Mbtuh OEM Capacity at design •T... is Dr Ah Supplemental Heat Required * None• • Supplemental Heat In41ill8d 0.0 Kv of supplemental recLuirement 4.4) • Required: 95% - 175% Passes Manual S The difference between the Manual J building load at design temperature and the Original Equipment Manufacter's published capacity at desigh temperature.(ACCA Manual S, Section 2-11) R4C3.7 1.1 Cooling equipment capacity Cooing only equipment shall oe selected so tnat its total capacity is -ct less than the cal,jla'_ed total Icad but not -ore than 1.15 t.mes greater than the total load calculated according to the procedure selected r Sect.on 403.7, or the c!osest available size provided by the manufacturer s product Imes. The corresponding latent capacity of th3 eq,jipmernt shall not be less than the calculated latent lDad. Residential Equipment Selection Summary EnergyGauge 18185 6/21 /2018 1199 NorthEast 102 Street Block 2, Heating System2, Cooling System2 Miami Shore, FL Conditions Outdoor Winter Dry Bulb: 48 F Summer Dry Bulb: 89 F Summer Wet Bulb: 77 F I........................ Room Winter Dry Bulb: 70 F Summer Dry Bulb: 75 F RH: 55 % Air Entering Indoor Coil Winter Dry Bulb: 67 F Summer Dry Bulb: 80 F Summer Wet Bulb: 68 F Design Loads (Manual J or equivalent) Heating: 25.645 Sensible Cooling: 0,00,029.18¢ •G.• Latent Cooling: 0 0.0 0 &6.6170 0 • Air Flow Estimate Heating CFM: 1650 Cooling CFM: 01650 • • Equipment Information - Heating Type: Electric Heat Pump Manufacturer: Ruud '..'.• Nominal Capacity: 48.00 Outdoor Model: UP2048AJVCA AHRI Number: 8950570 Indoor Model: RHMV6021SEACJA Equipment Information - Cooling Type: Electric Heat Pump Manufacturer: Ruud Speed: Two -Speed Outdoor Model: UP2048AJVCA AHRI Number: 8950570 Indoor Model: RHMV6021SEACJA AHRI/Nominal Capacity: 46.50------------OEM Capacity at Design Conditions------------ TotalLatent Sensible Sens plus excess Latent 46.5 10.3 36.2 38.0 Manual S Compliance - Cooling Cooling -Only Equipment or Cooling Mode of Heat Pump in Condition A Climate Total: Required: 90 — 120% Actual: 130 % Manual S for Total FAIL Latent: Required: 100 — 150% Actual: 156 % Manual S for Latent FAIL Sensible: Required: 90% or more Actual: 130 % Manual S for Sensible PASS Heat Pump equipment is sized for cooling. AC System & Design by Stephen Brasgalla, Architect I hereby certify that Prepared by: the equipment selected is in accordance with ACCA Manual S. Date: J r, 3 a Residential Equipment Selection Summary Manual S Heat Pump Supplemental Requirements EnergyGauge 18185 1199 NorthEast 102 Street Block 2, Heating System2, Cooling System2 Miami Shore, FL 35 30 25 20 15 10 5 0 Thermal Balance Point Design Temperature 20 30 40 50 60 OLId o o r Ai r tem p eratcre(F) Q AHRI Capacity Load at Design T Building Loads Design Load Thermal Balance Point AHRI/Nominal Capacity OEM Capacity at desig,tzT... Supplemental Heat Required Supplemental Heat InstalleV of supplemental requirement 0. Required: 95% - 175-7. 0 Passes Manual S 6/21 /2018 48.0 F 25.6 Mbtuh 42.7 F 4 Njfttuh 3%@Ugtuh .• None• ••••• f0 hW ••••• The difference between the Manual J building load at design temperature and the Original Equipment Manufacters published capacity at desigh temperature.(ACCA Manual S, Section 2-11) MIAMIDADE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wivw.miamidade.gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 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 rjfllt'tb.revoke this acceptance, if it is determined by Miami -Dade County Product Control Section th$t tW*ss:producE o materia1 fails to meet the requirements of the applicable building code. • . • •: 0. •. This product is approved as described herein, and has been designed to comply with the I rh lelocity Hui cane .... Zone of the Florida Building Code. • DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Coneret+.e.+ntelJ0. • ... . •:.. • APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabricationobetails", sheetsYthrougti• • •: • 3 of 3, prepared by Craig Panino, P.E., dated June 7, 1996, last revision dated June 12, 2( 14,tigned agd sealed by ,. . .„ Craig Panino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stlWWith the. Notice of Acceptance number and the expiration date by the Miami -Dade County ProductWntml Section.. :"•': MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. 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 # 1.7-0227.1.5 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, E-5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by Ilelmv A. Malcar, P.E., M.S. Reviewed for general complian design intent only. Contractor shall field verity / NOA No. 17-0821.19allexistingconditionsaallysibleforallaspectsofjobsite (/ i z / ! J, installation. Install stri nu re peafications and as further notated on r,G- / f Expiration Date: 05/21/2022 the enclosed docun a to (/ / Approval Date: 09/28/2017 oq / 7-8/to 17 Page 1 Reviewed pp Date ' i ILJ I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P.E., dated 06107196, revision 91 dated 11108196, sheet 1 of], and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P. E., dated 06107197, revision 94 dated 04128198, sheet 1 of 1, both drawings signed and sealed by Craig Parrino, P,E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, perASTME-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 0 713 019 7, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS • • • • 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 344 e re •areci bpqg;,P Pe*; Y . Craig Parrino P.E. signed and sealed by Craig Parrino P.E. • 2. 'Calculations for Cast -Crete 8-inch Lintels, dated 11111196, 45 perges,•prepared by Cram Parrino, P.E., signed and sealed by Craig Parrino, P.E. • D. MATERIAL CERTIFICATIONS • 1. Mill Certified Inspection Report Silo 44 dated April 1996for cw••••YSoasthvi Brooksville Cement Laboratory. : ' . • Mil Certified Inspection Report #20-8275 dated 06120195 for ge-jtr,pssing strand by • The Crispin Company. • • • 000004, 3. Mill Certified Inspection Report #20-8345 dated 11113195 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04125196 for #3 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02129196 for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58 A66332 dated 01128196 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04105196 for 45 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84-MI9805 dated 03106196 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04121196 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-AII20652 dated 04103196 for #5 rebar by Birmingham Steel Corp. W. // e- , 'z " - - e my A. Malcar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04105196 for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine ttilade Precast Lintels dated 05114196. 13. Quality Control Manual for Pre -stressed Products dated 03120195. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None, D. MATERIAL CERTIFICATIONS 1. None. 0go. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03 V805.05 : •. • • A. DRAWINGS: 1. Drayving No. FD8, titled "Cast -Crete 8" Lintel Fabrication DetwU" •sheet;l t) J-, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #z•der!ed January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables.," 1 & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 19S46f rewsion #5 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E.• • • : - B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, perASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2,336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. 4 34elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E - 2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details". sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None, D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION • 1. None. •• •••• .' F. OTHER •••••• 1. Letter from Cast -Crete Corporation, dated 0212012006, signed4)*Vraig P&Pri nb. P.E- 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11.0121.04 A. DRAWINGS 0 • 1. None. 0 % B. TESTS 1, None. C. 113 E. CALCULATIONS 1. None. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January. 18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. e elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 912-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details'; sheets I through 3 of 3, prepared by Craig Parrino, P. E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. • F. OTHER 1. Letterfrom Cast -Crete Corporation, dated 0210312012, signed sealed y Craig Parrino, P.E., certifying compliance with the Florida Building 04d2,2010'Edffon. • •; • • 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14,003,02 • A. DRAWINGS ...... 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details",.sheets 1 Wough; .. . .; 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision daw June !2, • 2014, signed and sealed by Craig Parrino, P. E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2014 Edition. elmy A. Mal r, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16-0126.03 A. DRAWINGS 1. None, B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department. ofRegulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signecl.W sealed4Y Craig; Parrino, P.E., certifying compliance with the Florida Building a 2014-Nditjon. •' •; 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 917.022;.15 • A. DRAWINGS •..... 1. None. .' . • B. TESTS " 1. Verification Test report on flexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTME-529-94, prepared by FTL, Report No. 16-0425.08, dated 01126117, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. None, D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION 1. None. 4_ elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. '....' F. OTHER •••••• 1. Letter from Cast -Crete USA, Inc., dated August 08, 2017, signec4by Craig .... Parrino, P.E., certifying compliance with the Florida Building Lads,'2017:Efi tidn. so elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E - 6 ASIT"RET HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS PRODUCT(LCVISCD . PRODUCTRUNRWRD AT complying with IRG FiOridn n [oDlplyin9 with thD Florida Uuiiding Co I. 'Acmpla CDdc Acccptnncc N" U=c Z .J9 uonn N.1 D3 . P.V ilution Doi. Z o! 7 PRODUC?' RENEWED m 1 plyj,q with the F xfda BDi".B Cot. Acee1x—ND) - Zz7.1S Bay Dmet- By On PRECAST tY/ 2' RE[EST ODOR U-LXIf Ei R' PRECAST U-LWTEL e" PRESTRESSED U-LOITEL. TYPE "A" STIRRUPS 7/32"rt BAR M STIRRUPS 6 1 V — 8 LINTELS STIRRUP DETAILS SGtfl NT9. 7/32"O BAR STIRRUPS TYPE'B" STIRRUPS INTEL8" Ll STIRRUP DETAILS VOhVUE W tT 3 lypt SPA Ammo No.or 0.13 542 7 ST OAR 1 -3" 7 32 14 -6 4 9 2r 9 IV-4" 0,140 657 7 32 B 1 -s 52 BAR 15-2 40 -2 9 0,130 639 7 32 BAR 1 —s 7 32 BAR 17 -2 4 0 3•-e" D1191-4" 16 713 7 2 1 -3' 7 2 OAR 19 -2' 0.194 7B7 U 7/32 BAR 21'-2" 6 0 3'-B 3/4" 10 0.200 BI7 32 BAR 1-3 7/32 BAR 21'-16" 5 0 3'-{0 3/D 10 24-0 b.21B 063 32 BAR I BARS'- 2le 0 0 4'-3 1/9' 10 TB -0 8" PRECAST W/ 2" RECESS DOOR U-LINTEL DATA TABLE Y TEi: 14., R10j+'J 9 BIWT7?Fiiii7Y3tiiitT iuL4 iLr4,'L'I1J i[' i iTil\ FL3:O1il- in•' t 9' Fffi'EvL10 cl r rssasr arra;srWnr'"!rt 11392'Evno ja rrl'>r mYl[t;,rrr rcais..lm+,z r I :•T• r va m—r so W. 4L--- IM •l• !D•Ilrl All O1N[4 ORI[lt THE A• &HRA tL i' 53CAT"n W- FRECAST LIM REINFORCING CAGE FABRICATION UOOEL 4' raI R1Cns BGULX T1r •A' N1wwr3 nri •l• slulun nrxAL Ar DNol T 1Y ro 71 ' 71 R• PRESTRESSED 1MEL REINFORCING GAGE FA"RICATION MODEL PRECAST U-LINTEL_ DATA TABLE VO NE y1gurAWLLENGTHTYPELENDlrAnlmG R 31-6" 0.032 126 1 ff3 REBAR 3'-3' 7 32 BAR a-2'' N A 4 4'-0" 0.037 144 RE 3 -1 V 7 32 BAR 3'-B N A 4 0.041 2 13 4'-s 7 32 BAR 4 2' N A 4 5 -4 0.049 REBAR 6 -3 7 32 BAN 3 -0 N A 6 6 -I0 O.OS403 REGAR-8 7 SR BAQ 6 -6 6 C-6" 006D 234 J4 REBAR 6-3 7 32 BAR 6'-2' N A 6 2--6" 0,069 270 4 REBAR 57 7 32 BAR T-2" N A 6 4" O.OB6 336 4 REBAR 9 -3 REBAR 0" 2-0 e 0,0lia 379 04 REBAR 10'-3' 03 REBAR 10'-2" 2-0 8 11•-<"g, 104 405 IS REBAR 11'-J L3 RE9AR II'-0" 3-O 0 12-0 0.{10 ftE I- RBA B 3-G a RE 3'- 0 4'-0' 0 26 6 REBAR 3- R 3'- 0 e r 00 •• 0 THIS PROPRIETARY INFORMATION 13 PHOYIDEO FOR PRODUCT APPROYAL. IT IS PROTECTED BY COPTRIOMT LAWS AND CANNOT BE REPRODUCED OR QRSTIIDUTED YATBOUT THE PRIORRNIRITTER 2PASCM Or 4'A4T _CRE7E USA. INC. B" PRESIREap U-LINTEL 1. REBUKING STEEL. 7/31 BAR ASTU A6101 13, 14, 5. Win THE TOTAL NUMBER OF 3711TRGPS AND 1S RCDAR GRADE 60 ARM Allth 7/18 MICR REWIRED IS COUNTED STMTIRO IRON EAON pNu,nEM 270M LOW -RELAXATION PRESTRESSING END OF THE REINFORCOIG CAGE{ FOR CXANPIE SRIAm Asm "I G. No. OF S1IRRUPS D 4, THEN THE 2. CONCRETE IRENOW: I' v . 0000 PSI FOR S• REINFORCING CAGE MODEL 3110115 2 STIRRUPS FROM EACH END, P1 TRESSEG UNICUS; V- . 4No I' m MR ALL PRECAST B INCH URTETS, 4 2.5 POUNDS OF rOLTPROPy"HE DBER6 PER 3. INITIAL PRESTRESS FORCC - C70 X Irv. OU,TD. OF CONCRETE MAY BE USED 11 BN OF PRESTRESSED UNTEL REINFORCING DACE 4. SNOWING, 37 0TNI PRESTRESSED 10 RESIST U11010 AND NANDUND FORCES. i PRODUCTltGY15f1D As canydyin9 wOh the PlMdo thillding Code Arapl 'ee No/ D 03,02 71En EljO TL9> I. LUAIOGZ"1G CRAIGPARRINO 6324OR579 U!1 MGm1UuI ct—CvG¢DT`" SEFFNER, FL 33564 41iS%OJ ALEi yc FL. P. E,LIC.NO. 44758 j[i 1 191mWmi3dliia>A;arlra= vtlia r: /y y • • u[5[Ha I r1 R i1ym;,Ln[alar;a>_[rr4>tEx>. ` i :iY:m• T'T: l[41:1 LL1 -YAPIAESi>IN.F.CIH•:i•9'I:IICI r[l1dI:7;ill2NIU:., 1T _ ''' ia[H.121.r1 R1U6'1U' F1i SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4g52 Fi@1nN' SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH BUS afB-0B OF12-OB 11F16-08 8F20- OBr3123 aF28-M arm-08 WO-111 OF12-LB 8F18-18 BF20-1B aF28-1B BF32-18 3'-6" (421 PRECAST 2231 3069 37is 6163 mw 2502 I0951 3069 4605 6113 7547 10394 1IN9 h'-0" (48") PRECAST 19fi6 2561 2751 3820 4820 7034 a107 2693 46M 61t3 7547 10394 11409 4'-8' (54") PRECAST 1599 1969 2110 2031 3753 6400 6224 2182 4375 5113 7547 10294 IIDC9 5'-4" (64') PRECAST 12V 1349 14M 1999 2500 3656 4240 1863 3090 6365 1 7547pg 7342 8733 1 10127 x 5'-f0"(70' PRECAST 1062 1105 I173 1631 2o90 ss49 3aD9 3410 1451 2622 4360 7168 , 6036 , 7f8f 1 8328 6'-6" (78') PRECAST 908 I= 2171 3480 3031 3707 43B3 5061 1238 21n 3480 5781 8360 1D394p B9x5pq T-6" (9D') PRECAST 743 1011 1720 2632 2205 2898 3191 3685 fall 1720 2661 3898 5661 8407 1 0472 , 9'-4" (I IZ) PRECAST 55A 699 11so 1625 2581 3486 28113 3302 762 1245 1843 2564 348.5 4705: 0 10'-6" (126) PRECAST 47b m B90 1247 2093 2777 2103 2536 643 1052 15M 2093 2781 3043 4154 11'-4'(1367 PRECAST 362 58Z 945 1356 1846 2423 3127 4006 SB2 SO 1366 1846 203 3127 4906 f2'-0"(144') PRECAST 337 540 873 1254 1684 2193 2905 3592 540 873 1254 1684 2193 2905 3552 13'-4" (1(0") PRECAST 296 471 755 1075 1420 183B 2316 2a83 471 755 ID75 142a IBM 2316 2E61 14'-0"(I68") PRECAST 279 24 706 1002 1328 1897 2127 2630 442 700 1002 1326 1697 2121 26'30 14'-8"(1761 PRESTRESSED N.R MR RR OR MR MR OR RR 458 733 1370 1002 2245 2517 2712 PRESTRESSED N.R. 8R MR MR RR RR MR MR 4t2 710 1250 1733 2038 2320 7513 17'-4" (208") PRESTRESSED N.R, MR MR MR MR RR M1 OR 300 548 950 1326 1609 1649 2047 19'-4-(2321 PRESTRESSED NA, NR MR MR RR M1 MR 235 420 750 1037 1262 1515 1716 21'4a (256) PRESTRESSED N.R MR MR MR NR MR M1 M1 180 340 5" 846 1114 13M 1488 22'-O"(264") PRESTRESSED N.R. MR MR MI 1Dt MR MR MR 165 316 550 744 10/7 12M 1399 24'-0"(288") PRESTRESSED N.R. t MR MR MR PR MRtl22212925D4509548841092 SAFE PRESTRESSELOADS8" PR6CA6T & PRESTRESSED FOR U•L1NTfi48 SAFE UPLIFT LOADS FOR 8" PRECAST PRESTRESSED U-LINTELS 4436T•4,*"ON• SAFP TOAD 4I'H367R4429 SAFE LOAD POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8 RCMUs TYPE LENGTH aFa-1T 8F8-21 apt2-1T SFIz-21 Boa-rr OF16-21 Bf10-tT BF20-27 8F24-IT 8F24-2T aF2B-tT BM-2T eFaz-tT 8F32-2T T-6 (42")- PRECAST 1025 1024 1598 S-6" (42') PRECAST 1562 2655 3524 4394 5283 6132 700) 1559 2855 3524 4394 5263 8132 7001 4'-C" (481 PRECAST 765 763 1309 4'-0' (481 PRECAST 1363 2305 am 3B15 4570 5325 6079 1363 2305 3060 3016 4570 5325 6079 4'4' .(541 PRECAST 592 591 1073 4'-6" (541 PRECAST 12D7 2040 2707 3375 4043 4311 5379 1207 204a 2707 3375 4043 4711 5379 5'-4" (64 PRECAST 411 41i 745 5'-4" (64") PRECAST 1018 171 n 2276 ,] 2593 3]99 3451 4522 1014 1715 2276 3399 3981 4522 5'-10'(70' PRECAST 340 339 616 5'-10"(70') PRECAST 909 15$7a 31 0 413392815872080M011310736204133 6'-6" (781 PRECAST 507 721 490 C-8" (78") PRECAST ei6 , 1407 I 1 279 3251 37124n 835 1401 1868 2790 M51 3712 7'-6" (90) PRECAST 424 534 363 7'-6" (90) PRECAST 72T a 1085 , I624 ,2426 2827 5178 727 1224 1624 242a U27 3229 9'-4" (1121 PRECAST 326 512 230 9'-4" (112 PRECAST 591 708 1136 1815 2157 a 2500 , 591 802 131e 1 1643 1 1069 1 2294 2619 10'-6"(1261 PRECAST 284 401 180 10'-C(126') PRECAST 530 576 isal 916 1188 1481 1736 2011 , 530 695 1180 1472 17630 25'JS 2346 PRECAST 260 452 154 11'-4"(136") PRECAST 474 5011, 800 p8l 1037M i2Y4jx 1513 1753(, 494 607 1042Dq 1372 1043 191540 2187 12'-0' (1441 PRECAST 244 402 137 12'-0" (144°) PRECAST 470 . 458 724 ewil US Mi 115 v I YA a 1565 470 550 940p4d 1302 ew I8600 161 2075 , IS-4"(160') PRECAST 217 324 110 13'-4"(1S0") PRECAST 41a 386p, 607 sill 705 um 964o 1143go, 1323 , 428 . 460 780 A 1159 P, 1418 i65pq 1887 , 14' 0" (1681 PRECAST 245 293 100 14'-0" (I GB-) PRECAST 384 0 356 x 55D rA 724 899 1054 1220 410 425 717 W 1067 tiol 1358 t 1021M 1807 , 14'-8"(176")PRESTRESSED N.R. 284 91 14'-8"(176")PRESTRESSED 239 334 bq 520 bd 671 1125o 978 m 1131 248 Ss 863 14 98D 1303D 1516 1734 15'-4"(184") PRESTRESSED N.R. 259 83 15'-4"(1841 PRESTRESSED 2" 313 4E6 627 m 789 b 911 w 1054 230 348 016 903 1460p I688 1T-4"(208') PRESTRESSED N.R. 194 64 17'-4°(208' PRESTRESSED 187 263 405 521 ILAOA 638 m 758 ftm 873 , 192 306 1005 t2n 1473, 19'-4"(232') PRESTRESSED N.R. 1413 52 19'-4'(2321 PRESTRESSED 162 229 647 647 747 168 263 841 , 1059 12271 21'-4' 256" PRESTRESSED N.R. 125 42 21'-4" 256 PRESTRESSED 142 204 480 568 655 142 232 T.373537 721 905 104822'-0"(264"} PRESTRESSED N.R. 116 40 22'-0"(264'PRESTRESSED I31197 462 548 , 830 137 223 089 863 x 999 24'-0" (2881 PRESTRESSED N.R. 91 33 24'-0"(28B' PRESTRESSED f24 f79 „2 4. , 4az „ 5a724202n608757yj876 1) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 " SEE GENERAL NOTE NO. 18 ON SHEET 3 OF 3. u TH R iPjRENTHEStS ARE PERCENT REDUCTIONS FOR GRADE 40 Fl E GENERAL NOTE NO. 4 ON SHEET 3 OF 3. FIELD ADDED REBAR SEE GENERAL NOTE N0. 4 ON SHEET 3 OF 3, r , e'Rom TR.BNE07ED DDUC1'Rig r+ i PRODUCC I2EV(SRD com i with the FiOxida • • • • • 0. ,•PIyfBW, 1J1_ • • `rr • C E N D1Y • • MJ1dN 4"`° n / 1'RODUCJ'RRV78RDascomplyingwishO,v Florida 9 hA • • o ld'1'/ 1Suildin& C01b • A o Bx xaxlPlyia9 wilh Ilw WoNdaBuildingcodeA—p!xnce 14n,( 0227 •• c!f NNo _ oaj . . 0 DDIIsnB WdaAccep,encc No f ,n , f 9 Exp" cDstc_Q l.,c1 Z.p. • • • ?1•s1a • -* • .'C y Are4PtmuatiotwoR,q,imti,m Dato o f77i>> "''''11777777I7_--_ q , uyL` f o22 Uy • •••anrD 77• p TE4 F,t,' j` CAAIGPARHINOwrmOanDxta L SEE GENERAL NOTES -SHEET 3 OF 3 MiEl@ 1-0maCmOn1 ' a o i- , 4v 0•,• c4 p [77r b FNER.FW24OR679M( R1 G rrr SEFFNER.R33689 n .xn0a DY a6 oN •. S'S • 4+ FL. P.E. L1C. NO.44758 4411111411s, woa,R • • ; ;; CAST—CRETE 8" LINTEL FABRICATION DETAILS ra ""O"' A °• • C 1 DB91N1-14 OAAWR 9Y1 CRAW IA989I9, PE - RCG. A9. 44736 SCAIE BOf 10 5(AlC 11'- ' • • DAyt 09 /90 CNE02F0 BY, cm pAw" PE - RFA m 4Q56 ORABRN Re. F08 6R[II 2 Of 7 6 SAFE GRAVITY LOADS FOR 8" PRECAST WI2" RECESS DOIDR U-LINTELS 4P1S7'lt9i 9 SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH SR1)6 6RF8-00 MIO-00 6NF14-09 e9ri" urn- ung-OG 3o.-m WS-113 8UIO-16 W14-19 e9Fre-le aIm-1 mm-te aw']9-Ig 4'-4° (52") PRECAST 1675 1749 3591.-, 3280 4349 54zf am 7Fi67 1601 5206 6639 8050 9479 10893 4'-6" (W) PRECAST 1494 1598 3063 2992 3968 4946 5924 6904 1750 3699 5206 6639 6060 9479 10893 V-9" (68') PRECAST 866 920 1770 1716 2277 2839 3402 3966 1187 2481 4567 089 DOW. 79170 9311 51-10"(70') PRECAST 810 9 I653 1600 2124 2649 3174 3700 1113 2342 4242 6639 8060 7402ag 8706 6'-8" (W) PRECAST 797 Sol 1825 3120 5048 7747 9448 7360 901 1825 3120 6048 7915 9479 1089 7 6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 56M 755X. 1490 2459 3776 5743 8998 1089 9-0" (1161 PRECAST 411 699 - 1558 2253 3129 4091 3148 526 999 MR I 2253 3129 4f50 5091 SAFE LATERAL LOADS FOR A" bRCf`AQ7w19" bLrl.=4211nnm 111 la-1 Q 4_r+4" SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 R iMU 4'-4' (52") PRECAST 758 757 1164 V-6" (54") PRECAST 694 693 1073 V-8' (88") PRECAST 408 407 655 5'-10"(707) PRECAST 382 381 616 6-8' (80") PRECAST 595 788 464 7'4' (90') PRECAST 509 674 363 116") PRECAST 370 490 214 THE NUIABERS IN ES E PERCENT REDUCTIONS FOR GRADE 40 a SEE GENERAL NOTE 18 FIELD ADDED REBAR SEE ERAL NOTE NO. GENERAL NOTES 1) Uoladds 12) Wids ae menafeclurd ad% 6-1/2' lonq rolchea of the cads L. apromtdab v.dkel ed eeWerdng wd 9'mvaq. Fa e' panel tlWl 4000 psl 1'a preAl 3 IMIPI 6000 psi1'e goal - JODD pd aRb mms4nn_ 3 inch oggrogokZrwm 13) The est.,kr aud" d rakla Installed Ia akrkr conarde mb shol how a waling 0l elacm awed hl x dwee idlb ASI6 C-S26 oW-.d we' hO9• aaenM1 wl+ (CL" rsi ON rOr net nbor Amt A6Ib Orode 60 MlDa 14) Llnlds leaded siradfwewdr MW verlicd (gmdy a m6ll) and bo&oelal (ldaaQkodsabddbaddadIwIbewm6' iwdng Mlfi the kl eolfon: 9 MpreebesrrqakwdAS18A410Oroda270bwrobaolion moral per A= C270 Type Y g 5 Applied'ftikd feed ArpW hodaadd rued We MUrol toed } Sots hadronld bd S IA2) AN sole bad Wbfu baud w 0"Ohm 4 Wh nondnal hearing. EEmlllod W. We J. Ted Wo 8UR oad 89U8 cowl be r d by 20g Y beatrg laglh le I... thah Il) Fm compesla W bogM. ml Qmk w soft bad Irani wd bw hdght at - iac 161 Po( r .1 IrogtM 461 short, i-. sd. load from ml bngwt kagib>hma. 3) Rand& let molar bd ad had )flat. D) Sak kda ma wP.dmp-d dbaabb hods. 4) Tbo camber In poronlheda Indk4w lb. perad redulbn fur grade 40 9ald dd.4 mbK. 1 Sole leads heed on n4'wd do a 530 .,WA01 31819" emlyka Ap Ea-16 7'-C Unld •32-18 cafe yro ily bad - ISM pya/ 15Z red+e0oe + $472 (.&5) 5501 pR 19) MATrond Iderd bad capoa'q rm ba aelemM a the daigaer 6y poriefng odddiwpl reiNorcd conerde mmwy uia (RCdill) oha Rnld. Sa tWirh bd"w: 5) M hkb mod w cued V60 delkcYgn. FssdUsx %.dross fleU( l pa 8F8 17 -4' and larger meekfw. w fun I,. d8F8 PRODUCT'Ste'IJ'2ll'i•3 Uw b Smiled 10 mWillom meeft the F[wW 914&4 ss-w,0yutg»itb tbt Florida. Cd4 S.Um 1604.&1 m vpplkobk 6) 57we law Mel, as T.*ftd. Building Cork A mote do I 7) Om 17 labor may ba It"GlIld Ica tea 15 rebore. C ara Date: F'm=1500pai 8) Im opoVan/altaabmad of Crdcl -4 canply Qh the .4.1ackrd a a dmolarol 4owmada By - uct C`:ava4 •'- sSEE SAFE LAIERAL LOAD TABLES FOR LOAD BATING a) Tm daa r may ealwk 41laq a. I n ban . mie load - a b7 iy;%' REINFORCED CNU RCFAU) I- d iha vwabman (aWbq maned ad dew d d-any 4a. Om laadaH. 1 10) RR - Nal Rand AFNUL JOUPJE • It) 6ot1•m field added rebar to be locded d On began a Ibe Wit i cea2y. 1/2' CUR TYP (2 REBAR. - • • • r G or 4IR60• • • r SAFE UPLIFT LOADS FOR 8" PRECAST wl 2" RECESS nnnP 11.1 1NTrl 42 44W99+ V94I19'0 SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 8RF8-IT BM- 2T 8RFIO- 1 8RF10- 8RF74- 1 8RF14- 21 gRF16- IT 8RFIS- 21 8RF22- 1T BIE22- 21BRF20-21 BRF76- IT 8RF30-11 BRF30- 2T 4'- 4'. (52') PRECAST 905 1660 2382 3056 3151 4445 5140 805 1663 2362 3056 3751 4445 5140 4'- 6" (54') PRECAST 807 1604 2272 2939 M07 4275 4943 867 1604 2272 2939 3607 4275 4443 5'- B" (68") PRECAST 675 269 7797 2328 7854 r 3382 3911 675 1269 1797 2326 2854 3382 V I 5'- 10"(70") PRECAST 855 1207a 1748 2259 2773 3286 2799 655 1233 1748 2259 2773 32A6 2799 6'- 8" (80' PRECAST 570 929 iy 1530 1980 2429 i 2879, 3329 n 570 1080 1530 19W 2429 2979 3329 7'- 6' (90") PRECAST 506 74260 1364 1765p 2166 2567 I 2968 fi06 898 1364 1765 2)66 2567 29LB 9'- 8" (11 1 PPRECAST 396 Z. a 884 or, 1222 1540 1859 2180 395 Se0 1072 1388 1 1701 2016 2331 1}) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR (MADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 TYPE DE GNATIO 1 F - FILLED WM CROU1 / U e UNHUf AT IA9NIIIYOFAftROTIOUOFLIFt1El8F16- 1 CA1g1Y B/ IT i' 11fNI0Ul WDRi I L WARIRY OF 15 HDIMHEICIIrJREBMATTOP1i ;• 15 REM AT TOP LAN, ( 1) Wrl) Tlil T. 15 REUR AT BOTIOU e a a • DF IlNill CAWY gF32 ssy37e 44tdrn PRODUCTRrvIssD SF28y. 20 4 .. 6. , ..., 0s compiying u•iRh llw Plnrid: 7 n' ]coca BMW RE9a0IW mommo m um WRIES ) a' HOIBlALYlmlla G,. EN ' 0:8uiMirig/ixk d6tyEp ; OcepImedNoL2_ 03_ZLJ9 6 oath the Ploride 0•n r Uon Date 72 2 a 7 f PwROpUCI' it ISBU pro b- 2 `c'• /%^ - c3• c - a1pmP Song lHlh lha Plnrhtn OulldingCadya i eni - 6frj, c% UM uC w 0 • •T OP irr rl(rn' 4'• 1• CRAR3PARREICaO Aeeeptaneo Ne / 4 GZ Gxpl n11anbolos`Zptdo cantoe+ tS s R, G; SEF NER,FL 33584 ad "Wete nlro ra.. NA(--, 1'b FL. P.E.Lin _NndAY.n n Aa F;11 "I ffAmilliiGl'&iCiP f[YI 1y/T • ! i eT'JIZII:>< il<IQ41ii:C•USir r:1[[ er ra1 nu:'rF.3rla (rdrrs77 w;i.. r iSti' R7[eY> I:19:7luNa/Cifl: bYLzyck7 e , c\CNi[ H11:171.rd:A1b'/6Yle1C f:YAiVYi[! Contractor shall verify all field dimensions prior to fabrication and shall be solely responsible for materials and installation of impact UMMEM rated windows and doors. MIAMI•DADE MIAMI—DADE COUNTY, FLOR>DA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURC ( 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION ( 315-2590 F (786) 315--2599 NNOTICEOFACCEPTANCEOA www.miamidade.Qov/economy CGI Windows & Doors, Inc. U U 10100 NW 25 Street Miami, Fl. 33172 A s SCOPE: This NOA is being issued under the applicable rules ce % gove i g the use of construction materials. The documentation submitted has been reviewed an'a accepted b iami-Dade C4xt tX RER- Product Control Section to be used in Miami -Dade County and other areas wherQ allpned by+e•Authority. • •. Having Jurisdiction (AHJ). • • • This NOA shall not be valid after the expiration date stated below. The Miami-Vade County Trodutf • V. ControlSection (Tn Miami -Dade County) and/ or the AHJ (in areas other than Miajiade Coun%) reserve...: the right to have this product or material tested for quality assurance purposes. If JWprodtjCt• P materio fails to perform in the accepted manner, the manufacturer will incur the expense oif stesting v" the AIJ4 , • may immediately revoke, modify, or suspend the use of such product or material•v i uclr.* in theu*imisdiction..... RER reserves the right to revoke this acceptance, if it is determined by Miami-DarteQaInty Product Control • Section that this product or material fails to meet the requirements of the applicabre building cods, ; • • • • • This product is approved as described herein, and has been designed to comply wish the Flog dida. Buildi4g... Code, including the High Velocity Hurricane Zone. • 00 . DESCRIPTION: Series " Sentinel 120" Aluminum Horizontal Sliding Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Sentinel 120 Alum. Horiz. Sliding Wdw. (L. M.I./ S.M.I.)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "H" dated 09/ 05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, 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, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15--0929.13 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. Reviewed for general compliance with design intent only. Contractor shall field verify all existing conditions d shall be solely responsible for all aspects of jobsite installation. Install striper mgnufacturer's specifications and as further notated on NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 Page 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. Submitted under NOA's No.'s 10-0510.12 and 15-0512.05) 2. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through 11 of 1 1, dated 03/29/10 with revision G" dated 05/02/16, prepared by Al-Farooq Corporation, sigped rand seatj4 jry Javad• • • Ahmad, P.E. .. • • B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94, ... • : • • •: • • 2) Uniform Static Air Pressure Test, Loading-perMC, TAS202-94.:..' 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, !ASJ03-91• • • • 6) Forced Entry Test, FBC 2411 3.2.1, TAS 2 00- 9Zl .. . :.. • •: along with marked -up drawings and installation diagram of a series Sentinel 120 aluminum horizontal sliding window, prepared by Certified Test Laboratories, Test Report No. CTLA-3062W, dated 07/07/15, signed and sealed by Ramesh C. Patel, P. E. 2. 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 series fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. Submitted tinder previous NOA No.15-0512.05) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA- 3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. Submitted under previous NOA No. 15-0512.05) orge M. Plasencia, P. E. Prod ct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E- 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTMED) 4. 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 series aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal(& and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test impart Np, . . • CTLA-3056 WC, dated 04/16/15, signed and sealed by Rameslrt.-*Pateli P.E.• .' Submitted under previous NOA No. 15-0512.05) • • • • • • • • • 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-9a: : : : • • 2) Uniform Static Air Pressure Test, Loadingpos FBC, TA•9 202-94 .... 3) Water Resistance Test, per FBC, TAS 202 94 • ' 4) Small Missile Impact Test, per FBC, TAS20?'94 • • • • • • • • •; • 5) Cyclic Wind Pressure Loading, per FBC, JXM3-94 ' 6) Forced Entry Test, FB C 2411 3.2.1, TAS 202-94 ; 090; • • along with marked -up drawings and installation diagram Hof a serie a. " 8entindr"": aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. RTL-0080-0102-10, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. Submitted under NOA No. 10-0510.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014), prepared by Al-Farooq Corporation, dated 09/17/15 revised on 05/11/16 , signed and sealed by Javad Ahmad, P. E. 2. GIazing 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. 14-0916.10 issued to Kuraray America, Inc. for their Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. ge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E-2 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/16. • . . .... ...... F. STATEMENTS "" • • • • • • • • • • 1. Statement letter of conformance, of complying with FBC 5th Erdition (2014) and of nb....: financial interest, dated 08/17/15, issued by Al-Farooq Corporatioe,'signe a. ;-sealea by Javad Ahmad, P. E. • • • • • • 000000 0 0:0 0 2. Laboratory compliance letters for Test Report No. CTLA-3V62W, dated* 65/07/15,• • •; • issued by Certified Test Laboratories, signed and sealed by RajeX. Patel, P. E. 3. Testing Proposal issued by the Product Control Section, dated 0.4/08/1 j;'s'igned by Jaime Gascon, P. E., Section Supervisor. •• ••. ...... 4. Laboratory compliance letters for Test Reports No.'s CTLA-3056 WA, dated 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC, dated 04/16/15, all issued by Certified Test Laboratories, all signed and sealed by Ramesh C. Patel, P. E. Submitted under previous NOA No. 15-0512.05) 5. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P. E., Section Supervisor. Submitted under previous NOA No. 15-0512.05) 6. Laboratory compliance letters for Test Report No. HTL-0080-0102-10, issued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. Submitted under NOA No.10-0510.12) G. OTHERS 1. Notice of Acceptance No. 15-0512.05, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window - L.M.I., approved on 08/20/15 and expiring on 09/22/20. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision H" dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. orge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E-3 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE • . . .... ...... 1. Miami -Dade Department of Regulatory and Economic Resources• RkR). • • . • E. MATERIAL CERTIFICATIONS • • • •.. I. Notice of Acceptance No. 16-1117.01 issued to Kuraray Amelrica,Inc. f0f thhr .... Trosifol® Ultraclear, Clear and Color PVB Glass Interlayvl7l'-4ated 0449/17, • •:.. • expiring on 07/08/19. • • • • • • • • • • • • 2. Notice of Acceptance No. 14-0916.11 issued to Kura ray Ame:rxca, Inc. fqr their • • • • SentryGlas® (Clear and White) Interlayer" dated 06/25/1'1, expiring Vl7T/04/18. • 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical:Comp,an(MA} for their "Saflex CP - Saflex and Saflex HP Composite Glass InterlayerS With PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 5" Edition (2014) and FBC 6" Edition 2017), dated 08/30/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. G. OTHERS 1. This NOA revises NOA #15-0929.13, expiring on 09/22/20. orge M. Plasencia, P. E. Prq&uct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E-4 TYPICAL ELEVATION 6' MAX. HEAD/SILL W 111' FLANGE WIDTH 5' MAX. TYP. W. STILE 5 5 ii IIII II f II F 6 I Iu n FALSE MUNTINSJSURFACE 3Z 7/8' 32 7/8' ADDL. ANCHOR REOD. AT CENTER OF ALL PANELSOAUNTINSD.L. OPG. r- D.L. CPU. FIXED OR OPERABLE ABOVE 30' PANEL WIDTHS 36 3/8' AT HEAD/SILL VENT WIDTH FLANGE & FLANGE ADAPTOR FRAME VtNI WIIJW FIN FRAME EQUAL LEG FRAME z q A of =in O o C3 O>M Dap4gO N N G Q W n LL b Jom j Q W eO E V s U Y C I i o Li g K C V c 04O ~ h nN 'co, e 3 .M 03 cz4 SERIES SENTINEL 120 0 _ 0 ALUMINUM HORIZONTAL SLIDING WINDOW v o z DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER O o CHARTS SHOWN ON SHEETS 2 & 3. PRODUCT REVISED as complying with the Florida APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS Building Code OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MLAMI-DADS COUNTY NOA-No. 17-0918.09, APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS Essgration Do 09/22/2020 S IN BETWEEN. w g o LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL B' Nlam' a Pm =t Contra I 6 WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE o i REQUIREMEN S OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA LAMINATED GLASS BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). INSULATING LAM. GLASS iri 1BY OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE = o a ' a n DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS LARGE MISSILE IMPACT 2 o n S . To THE BUILDING STRUCTURE • • • • • • • • • • • • SMALL MISSILE IMPACT v o W e r ANCHORS SHALL BE CORROSIMPRESLSTANT, SPASM •S SIOWgI Or DEWAIL4 ` AND INSTALLED PER MANUF'S II#tTRUC-rnNS.•SPECIFlM EIIBE MEN4 TClkBAW MATERIAL SHALL BE BEYOND WAL&DRESSII11179OR46TU0,0,0,,.• • • • • • { Ali A! o A LOAD DURATION INCREASE ISWjEU IN. WIGN•OE t4C&VPIdTQ WV0:14U1 ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT 7 c E` COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE - REQUIREMENTS OF THE 20141020170-WEDA BLDG.•CODE OPTED STkNDARD% THIS PRODUCT APPROVAL I G,y,ERC UDDOES•NOT•PROVOE INFORNWT10N • • drawing no. FORASITESPECIFICPRO "l.e. UPE SAFETY 4bF 'MIS PBDOUCT. A WOUACY • • 0 .• OF f(9 OF STRUCTURE RECEIVING _PRODIkT AN% SMLINB ARO•ND ONENINC•rIPR • D•.-W 1 O_' 8 WATERINFILTWONRESTPPETC. • • • • • • ** • • ii At S!"• •• • `\ ANDD TOHEREVIEWED fiYIBUlLDSNG OFFlCIA DRAONG ETOME ANALYZED SEPAp Ity. • i YYONAL{{tYY Lsheer- t 1 of11 v FLANGE WIDTH 6" MAX. HEAD/SILL 5" MAX. TYP. BILE I MTG. 5 5 ii ° II n II II F li6 6 u u 6 II II i III II II II II II II B 5 5 II II NQ Ll JADDL. FALSE 4UNTINS SURFACE APPLIED) OPTIONAL 24 1/2" ANCHOR R£0D. 49 5/8" AT CENTER OF ALL PANELS D. L OPC. FIXED OR OPERABLE ABOVE 30' PANEL WIDTHS D. L, OPG. 28' AT HEAD/SILL FLANGE & FLANGE ADAPTOR FRAME 110" BUCK WIDTH 5 1/2' 13 5/16- MAX. MAX5- MAX,- m w HEAD/SILL TyP HFAD/SILL " z A2 MTG. STILE T— E2 8 j vmi a vi p m II it F II tl II II II II F 11 II 6II6 1r- II II II II II B2 II II II II 8 I II II FALSE MUNTINS SURFACE APPLIED) 24 7/2' 49 5/8' OPTIONAL D. L OPG. D. L OPG. 2a' VENT WIDTH FIN FRAME FLANGE WIDTH UAY - 5' MAX. i HEAD/SILL ryP, Al LRG. STILE 5 I n Ei 6 0 i u' ni J I II II II u II II F II II It6It ii it F 6 r- == II B1 5 II II II II If II II II II II 7 N FALSE MUNTINS SURFACE OPTIONAL 24 1/2' 49 5/8' IADDL.ANCHOR REDO. AT CENTER OF ALL PANELS FlXm OR OPERABLE ABOVE 30" PANEL WIDTHS D. L OPG. D.L OP, s 28' AT HFAD/SILL EQUAL LEG FRAME 211 m • • i1i11//// I 17711i u I PRODUCT REVISED 70592ascomplyingwiththeFlorida Building Code NP o• • 17.0,918.09 v v b • • xphati.COA /2 2020 ii OF t. (t/` s drawing no, W10_18 am jod c= ontrol S aAI DESIGN LOAD CAPACITY - PSF XO OR OX SIZES) FLANGE DIMS. BUCK DIMS. STD. MTG. RAIL H. D. MTG. RAH. cuss TYPES IVAI'. '11VI11' GUSS TYPES B, k 'Bl' WIDTH Hoc0 rr WIDTH HEIGHT E T-(+) INT.(-) EXT.(+) INT.(-) 26-1/2' 37' 53-1/8" 74' 26. 25-1/2' 36" 52-1/8" 73' 25' 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 05.0 55.0 80.0 90.0 65.0 65.0 80.0 90.0 26-1/2" 37" 53-1/8. 74' 38-3/8. 25-1/2" 36" 52-1/8' 73' 37-3/8" 65.0 55.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 1 90.0 65.0 65.0 80.0 90.0 26-1/2' 37" 53-1/5' 74' 50-5/8• 25-1/2' 52-1/8' 73• 49-5/8" 65.0 65.0 80.0 90.0 65.0 85.0 So'0 90.0 65.0 65.0 80.0 20.0 65.0 6S0 80.0 90.0 26-1/2' 37' 53-1/8 74' 63' 25-1/2' 36' 52-1/8" 73' 62' 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 60.2 60.2 80.0 9C.0 1/2W) I ( i/2W) OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH XO OR OX' Yi' TYP. BUCK DIMS Typ- FLANGE FRAME FLANGE DIMS _I Es E4 STD. MTG, RAIL: DESIGN LOAD CAPACIW - PSF XO OR OX SIZES) FLANGE DIMS. BUCK DIMS. STD. MTG. RAE H. D. MTG. RAIL H. D. MTG. RAIL GLASS TYPES TVAV, '11IT81' GLASS TYPES B' Q 'BI, G1ASS TYPES 8 'Cl' WIDTH HEKYiT WIDTH I IiE1GHT ERT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 55-3/4' 6-15/16 83-1/2' 26" 54-3/4' 7-15/1 82-1/2' 25' 85.0 85.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 55-3/4' 8-15/16 83-1/2' 38-3/8" 54-3/4• 7-15/16 82-1/2' 37-3/8" 65.0 65.0 80.0. 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 66.0 65.0 65.0 80.D 90.0 65.0 65.0 55-3/4' 8-15/16 83-1/2' 50-5/8' 54-3/4' 7-15/16 82-1/2' 49-5/8' 65.0 65.0 80.0 90.0 65.0 1 65.0 65.0 65.0 65.0 65.0 55-3/4' 8-15/16 83-1/2' 63' S4-/' 1-131/4115 82-1/2' 62' 65.0 65.0 80.0 90.0 65.0 65.0 85.0 65.0 63.0 65.0 1/3W) (2/3W) v OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH XO OR OX' BUCK DIMS BUCK DIMS^ EQUAL LEG FRAME RANGE ADAPTOR FRAME E4 H.D. MTG, RAIL PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 By MlamGDad uct Control FLANGE DIMS r FLANGE & FLANGE ADAPTOR FRAME a. EQUAL LEG FRAME NOTE: • • • GLASS C.PAERIES ON THIi-4EET:ARE • • BASEDI STM tr130E-09 (6 SEC. GUETSS • • • • AND FLOjJ•BUQOING COMM1SSIOR • • • • DECLARATORY STATEMENT A05-OtC-219 • • • • cENSF . eq• A7E m4mu Z ;'3n Qf ; O OO`o Izi 0 Gw aWit o O Itao 5O6NaY MEMO 114 R Z W o O m f a itWHE F drawing no. W10-18 DESIGN LOAD CAPACITY - PSF XOX SIZES) FLANGE. DIMS. BUCK DIMS. STD, MTG. RAIL B.D. MTG. RAM GLASS TYPES TV11', 'B'A'BL' GLASS TYPES B' tr '81, WIDTH HEK;HT WIDTH HErJ4T EM.(+) INT.(-) EXT.(+) INT.(-) 74" 106-1/4" I I1" 26" 73" 105-1/4" 110. 25" 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 0.0 90.0 74" 106-1/4" 111' 38-3/8' 1 73" 105-1/4' 110' 37-3/8' 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 1 65.0 65.0 1 80.0 90.0 74' 106-1/4' ill" 50-5/6' 73' 1D5-1/4" 110" 49-5/8' 55.0 65.0 50.0 90.0 65.0 65.0 80.0 90.0 65'0 65.0 80.0 90.0 74" 106-1/4" 111" 63" 73" 105-1/4" 110" 62" 65.0 65.0 80.0 90.0 61.6 61.6 80.0 60.0 60.0 80.0 90.0 90.0 0/3W) (1/3W) (1/31?/) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH XOX' DESIGN LOAD CAPACITY - PSF XOX SIZES) GE DIMS. BUCK DIMS. SM. MTG. RAM H.D. MTG. RAIL B.. MTG. RAM CUSS TYPES A'A'Al', 'B'V131' GLASS TYPES B' A 'B1, GLASS TYPES C ! 'C1' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EIT.(+) INT.(-) 74" 106-1/4" ill" 26" 73" 105-1/4' 110" 25" 65.0 65.0 80.0 1 90.0 85.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 74' 106-1/4' ill" 38-3/8' 73' 105-1/4' I 110' 37-3/8" 65.0 65.0 80.0 1 90.0 65.0 65.0 65.0 65.0 80.0 20.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 74' 106-1/4" 111" 50-5/8' 73" 105-1/4" 110" 49-5/B" 65.0 55.0 80.0 90.0 65.0 65.0 I 65.0 fi5A i 15.0 65.D 74' 06-1/4' 1' 63" 73' 105-1/4' 110" 62" 65.0 65.0 80.0 90.0 65,0 65.0 65.0_ fi5A 65.0 5.0 1/4W) (1/2W) (1/4N) GS OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH XOX' PRODUCT REVISED as complying with the Florida Buihiing Code NOA-No. 17-0918.09 Expiration Date 00 97/2212020 Miamim-1)a510'Product Control 14' Ty?. BUCK, DIM J K' Typ. BUCK DIMS BUCK DIMS FLANGE FRAME EQUAL LEG FRAME 0.6NGE ADAPTOR FRAME FLANGE DIMS _ FLANGE DIMS _ FLANGE & FLANGE ADAPTOR FRAME 000 • • • EQUAL LEG FRAME 11111 I1 i111j1j7pD_Ali9e_ i 70592EDNOTE: ••• ••• • ••• • • * aaGLASS4P&IT1EI ON TH EEf ARE • • gj, E4 BASED ONO ASTM EI300-OB i3 S5G. GgSTS'• • • • ` AND FLftOR BUILDING CSMMfSSION• • • • STD. MTG. RAIL:D MTG. RAIL: DECLARATURY STA*rE ENT DCA05-DEC-27 9 • • • • ! i77s AL ` It nilAtl M4, u S q m 0 w 0 $'m e, 0 : W c1 0'O>M o 0 ao< ° G IrZO dm Q W H m J fC5 Q W A ie C0 drowing no. w-$ DESIGN LOAD CAPACITY - PSF XO OR OX SIZES) BUCK DIMS. STD. MTG. RAIL B. D. MEG. RAIL CLAM TYPES 1' k'AI', ' &TV GLASS TYPES R' k 'RI' WIDTH HEIGHT IXf.(+) INi.(-) EXT-H INT.(-) 25-1/2' 36' 52-1/8" 73' 25, 65.0 65.0 80.0 80.0 65.0 65.G 80.0 80.0 65.0 65.0 80.0 60.0 65.0 65.0 80.0 80.0 25-1/2- 36" 52-1/8" 73' 37-3/8 1 65.0 65.0 80.0 80.0 65.0 65.D 80.0 80.0 65.0 65.0 80.0 80.0 5. 0 65.0 80.0 80.0 25-1/2" 36' 52-1/8" 73" 49-5/8" 65-0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 50.0 80.0 65.0 65.0 90.0 80.0 25-1/1 36' 52-1/8" 73' 62' 65.0 65-0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.E 60.0 60.2 60.2 80.0 80.0 1/2w) I (1/2W) OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH XO OR OX' E51 E4 -' STO_. MTG. RAIL: BUCK DIMS F FlN FRAME DESIGN IAAD CAPACITY - PSF XO OR OX SIZES) BUCK DIMS. STD, MTG. RAIL H. D. MTG. RAIL H. D. I170. RAIL GIASS TYPES 1- k'AI', 'B' k'B1' GUM TYPES 6' k '01' GUSS TYPES 0' k 'CI' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EJfr.(+) INT.(-) 54-3/4' 15/16 82-1/2- 25' 65.0 65.0 80-0 80.0 65.0 65.0 65.0 65.0 80.0 50.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 54-3/4- 7-15/16 82-1/2- 37-3/ 8" 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 50.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 54-3/4' 7-15/16 82-1/2" 49-5/8" 65.0 55.0 80.0 80.0 65-0 65.0 fi5.0 65.0 65.0 65.0 54-3/4' 7-15/16 82-1/2" 62' 65.0 6. 9.0 80.0 80.0 65.0 65.0 t E4 H.D. MTG. RAIL: 0/3W) (2/3W) G OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH XO OR OX' NOTE: • 000 • 000 • • GLASS 4P4 ffIE: ON TH 9HEE1•ARE • • • • BASED ON• A' •E13Qp-& C3 SCCGUST% • AND FLORIDPk SUII.OING COMAYSSigN• • • • DECLARATORY STATEMENT DCA05-SEC-219• • • • PRODUCT REVISED as complying with the Florlda BuOding Lode NOA- No. 17-0918.09 m m Expiration Date 09122/2020 Q q ey Qf s IL Z i-.;,dp,lProduct Control090. OGN cioWm m It 6 0¢ v W0) i FIN FRAME No. 70592 = S C a u y` drawing no. s.. uP_yw c W10-18 DESIGN LOAD CAPACITY - PSF XOX SIZES) BUCK DIMS. STD. MTG. HAIL A. D. MTG. RAIL GLASS TYPES A' k'/l', 'B'YBl' GLASS TYPES B' k 'BI, WIDTH HEIGHT EXT.(+) IM.(-) EXT.(+) INT.(-) 73" 105-1/4" 110" 25' 65.0 65A 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 73' 105-1/4" 110" 37-3/8" 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 73" 105-1/4" 110" 49-5/5' 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 73' 105-1/4" 110' 11 62" 1 65.0 65.0 80.0 60.0 61.6 61.6 80.0 80.0 60.0 60.0 80.0 1 80.0 1/SW) 1/3W) 1/3W) 41 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH XOX' ES 11- 2 C4 STD. MTG.. RAIL: DESIGN LOAD CAPACITY - PSF XOX SIZES) BUCK DIMS. STD. MTG. RAIL H. D. MTG. RAM H.D. MTG. RAIL GLASS TYPES 11', '8' k'Bt' GLASS TYFiS D' k 'Bl' GLASS TYPES V k 'c)' WIDTH HEIGHT E7(T.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 73' 105-1/4' 110' 25" 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 7. 3 105-1/4' 110' 37-3/W 55'0 65.0 80.0 50.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 73" 105-1/4' 110' 49-5/8' 65.0 65.0 80.0 30.0 1 65.0 65.0 1 65.0 65.0 65.0 65.0 73' 105-1/4' 110" 62" 0.0 65.0 80.0 80.0 65.0 55.0 65.0 65.0 65.0 65.0 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH XOX' BUCK DIMS FIN FRAME IE4E21 7H.1D.. MTG. RAIL: NOTE: • ••• • ••• • • GLASS CRPAIPITIE9DON THIS SWEET cARE • • • • BASED OA fSTM 1130a-d SE -LSTSJ • • MID FLORIDp BUIl,fyNG C M SIO • • • DECLARATORY STATEMENT DGIA05- 1-219 • • • • PRODUCT REVISED as Complying with the Florida V Building Code MOA-N.. 17.0918.09 Z • g Expiration Date 09/22/2020 0 F n e By Q 2 2 n a0 6MiamiaduetControl 0W°`^ 1L CI t o b M m o Q IL OQo 0 N3 Q W LL ii 8. 2Ngg rtJVLL(pd FIN FRAME Ae No 70592 2 , OF ',= drawingo no. W 10-18 1/8" ANN. GLASS 075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' 1/8" HEAT STREN'D GLASS 075` Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' PRODUCT REVISED as complying with the Florida Building Code KOA-Na. 17-0918.09 I LLv Q a . mOR 090" Interlayer OR 090" Interlayer 1/B" HEAT STREN'D GLASS Expiration Date 09/22/2020 Z n Q a' Saflex Clear And Color Gas a Saflex Clear And Color Glass 6y 'Eastman Chemical Co.' By 'Eastman Chemical Co.' BY Product Q i L NOROR075" Interlayer Miam" a pa control ao c090" Inierlayer SentryGlas 090" Interlayer SentryGlas Sell- CP With PET Core By 'Eostmnn Chemical Co.' ndNKurarayAmerica, Inc.' By Kuraray Americo, Inc.' OR W OR Interlayer 090Interlayer Interlyer 090 PVB SentryGlos KurarayfolPVBTrosifol Kumray By America, Inc.' Kuraray Americo, Inc.' By America, Inc: O 8" ANN. GLASSJOR 1/8` HEAT STREN'D GLASS 1/8` HEAT STREN'D GLASSQoIt SILICONE CE SILICONE GE 1200 SILICONE GE 1200 IK Z C04 Q WfDOW1200CORNING899itnDOWCORNING8993DOWCORNING899DOWCORNING995QiDOWCORNING995 N Qi lX)W CORNING 995 J Z M g N a a a 0 0 W F.e W E8 W ES h K AT 1/4 POINTS ON LITES K AT 1/4 POINTS ON LITES' AT 1/4 POINTS ON LITES q W M7 WIDER THAN 36' W M7 WIDER THAN 36' W WOER THAN 36' 00 n GLASS TYPF. 'A' GLASS TYPE 'B' GLASS TYPE 'C' 0f5 ? 5/16` NOM24AL LAM. GLASS 5/16" NOMINAL LAM. CLASS 3/16" NOMINAL LAM. GLASS C N I` 1.. j 0 F N o 1/8` ANN. GLASS 1/8- HEAT STREN'D GLASS 3 M I0 075" Interlayer 075` Interioyer m} 3 Saflex CP With PET Core Saflex CP With PET Core L Z t1 N By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR 090• Interlayer .090' Interlayer 1/8" HEAT STREN'D GLASS Q IFSoflaxClearAndColorGlassSaflexClearAndColorGlassU Eastman Chemical Co.' By 'Eastman Chemical Co.' O OR OR 075' Interlayer 1/4" AIR SPACE .090' Interlayer 1/4- AIR SPACE 090" Inter' ayer 1/4` AIR SPACE Soilex CP With PET Core Sentry(33- l SentryGlos Ey Eastman Chemical Co.' By Kdrorcy America, Inc.' By Kuraray America, Inc.' ORLL1/8" ANN. GLASS OR 1 OR 090" Interlayer 090" Interlayer 1/8" HEAT 57REN-0 GLASS .090" Interlayer 1/8 HEAT STREWD CUSS SentryGlos Trosifol PVB \ ` Trosifol PV8 By 'Kuraray America, Inc.' By 'Kuraray Americo, Inc.' \ By 'Kuraray Americo. Inc: e B a o 1/8- ANN. GLASS 1/6" HEAT STREN'D GLASS 1/8" HEAT STREWD GLASS a a a o A, rc? SILICONE r SILICONE Z C SILICONE GE 1200 m GE 1200 z m GE 1200 N DOW CORNING 899 N DOW CORNING 899 In DOW CORNING 899 g Ail . 1 DOW CORNING 995 Nt DOW CORNING 995 MI DOW CORNING 995 '..ar c °' o_ 1 \' u I . I a o' h S S S i XL EDGE SPACER i- I XL EDGE S'MER• • • • • • XL EDGE SPACER d o W s ST. STEEL BY 'CARDINAL' li ST. STEF; BY 'CARD14L' t • • t • i ii ST. STEEL BY 'CARDINAL' c _ OR I — OR • •• • OR ttt 111fif 1 1 17r l>: / DURASEAL BY 'QUANEX' TL / WRASEAL dY 'QUAt • • • • • DURASEAL B7' 'Gl1NJEX' /i/ o L O OR O / OR • • • • •O • • OR x JPx,`.'......... 1W E9 SUPER SPACER BY 'OUANEx' 1G EB SUPER S AA'tER B4 •dbANEX'• • • W g • SUPER SPACER BY 'QUANEX' jj.. W N7 AT 1/4 POINTS ALL SIZES X 47 AT 1/4 POINTS ALL SIZES k M7 AT 1/4 POINTS ALL SIZES 70692 BI OVERALL TYPE AM. GLASS TYPE LAW. 0.010, Jo'OVETULL{NS(t LAM. GLASS %•'• A drawing no. 0.70' OVERALL INSUL. UM, GLASS 0.70` OVERALL INSUL LAM. GLASS f • • • • •• { • S.M.I.) •• •• ••••.9' Hilo-18 IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATINR • • • • • • • /i Q ALt EXTERIOR PLY OF GLASS TYPE 'Al', '81' @ 'C7' MUST BE TEMPERED. Mill[[ IIItt sheet ¢ of 11 TYPICAL ANCHORS SEE ELEV. 1BY FOR SPACING WOOD BUCK e q e" EDGE DIST. '3 2rn W1 EDGE LSi^ a ley WOOD BUCK 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING 2 3/e MIN. FLANGE & FLANGE ADAPTOR FRAME WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2%-. THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. PRODUCT REVISED as comp) Ing with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 Isy Miami-Dad"e Product Control 1iORS rr------------------- I MIAMI-DADS COUNTY APPROVED 11 jl MUUJOH k MUWON ANCHORS I; SEE SEPARATE NOA 1I 11 EDGE DIST. I; TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 /4" DIA. ULTRACON BY 'ELCO' (F-177 KSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DARE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) 3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8' THK. MIN. (Fy = 36 KSI MIN.) STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2- MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HERO, SILL OR JAMBS fc - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f m - 2000 PSI MIN. V1:=i/4X:l 142" WEEP SLOT AT 4-1/8' FROM EACH GENII, WITH PLA`TIC COVER W2 1/8* X*IA'WEEP SLOT AT 3-1/8" FROM EACH END W3 = 1/8" X 1/2' WEEP SLOT AT 3-1/8" FROM EACH END o OF :` drawing no. 10 1/4' MAX. _ BUCK WIDTH SHIMS VENT WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING v v / 1 a" SCREENS OPTIONAL BY WOOD BUCKS XOX LAYOUT EXTERIOR D. L. OPG. MIAMI-OADE COUNTY APPROVED MULLION MUWON ANCHORS SEE SEPARATE NOA 4" MAX. SHIM S TYPICAL ANCHORS SEE ELEV. FOR SPACING QC=YC;1 EMp W", AL ANCHORS SEE ELEV, FOR SPACING SUCK WIDTH THVENT11111TH 0 17; s • • EXTERIOR FLANGE i 1/4' MAX. SHIMS 0 2RR WOOD BU yIODO STRVCTUR TYPICAL ANCHORS SEE ELEV. FOR SPACING OALTERNATE SWEEP LOCK 1 OPTIONAL TO i SPRING LOCK 1/4' MAX. SHIMS O is FLANGE ADAPTOR FRAME O Z n FLANGE ADAPTOR FRAME 0 q y f 2 n 1 /2' TYP. 08C V O , 088 wwOC O OGA v a-0-Mg OH-< Mato Q ii?H-FoJ ma Q 6 N O vCoCE3 o o" R O M S 30 c Z LJ mi, j O FOR SPACING I INTALLATION DETAILS SHOWN ON PAGES 5v. AND 6 APPLY TO BOTH FLANGE FRAME AND 01./4• 1 NGE ADAPTOR FRAMES. S 8 o S PRODUCT REVISED u as complyingg with the Florida li •Boil Fode YQO• 1•Y• D BUCK41SIAA •i;-'I H` O• J_ — A' P' • • • Fs[Pln on De 2 2 .'_ EOF [(/` P; ER droving no. Miam1-Ji7a o uet ontro AAA/ f f/1 L777T`, Isheet 6 of 11 18Y FOR SPACING W000 BUCK EOCP DIST. 4. N I I AI 2 59 WZ W1 TYPICAL ANCHORS 1 B W3 OT 1 E2 v EDGE Dq. Y v TYPICAL ANCHORS - e' t BY SEE FLEV. WOOD BUCK FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING EQUAL LEG FRAME F4eu rr-------------------- jl MIAMI-OADE COUNTY APPROVED I Z n I MULLION &MULLION ANCHORS 1 O F II SEE SEPARATE NOA II ry 1 EDGE f Z o I I GIST. Q y Z Q O F d I, t F v 0 1Y m O'Ozn o TYPICAL ANCHORS O 0. G ¢ O A SEE ELEV. O *a tj - POR SPACING rg ul U1 0 N Q z u EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY J -3. G INTO WOOD, CONCRETE OR METAL STRUCTURES - Q w m f r WITHOUT THE NEED OF A WOOD BUCK. 2 3/8- MIN. I 2-3/8- MIN. WHEN USED THE MIN. WDOO BUCK DEPTH SHALL BE 2ii'. THE USE OF DEEPER OR BEVELED WD0081K]CS IS PERMITTED. TYPICAL ANCHORS SEE ELEV. FOR SPACING h s PRODUCT REVISED c n as complying with the Florida Building de NOA-No. 17-0918.09 Expl-tlon Dat• 09/22/2020 O W By c mlamarroduet Contmir 0 N o In oM d c z4 MIAMI- DADE COUNTY APPROVED MULLION o 0 CSEE SEPARATE NNCA t n • • • All ee TYPICAL AWHORS• L SEE °-' • Vtr 1IFOR •• All EDGE DIST. 0592 = o OF drawing a no. 4....•* R19'. J 9 W10-18 ILLUST .-- - -- EXT. 0 NOT B' HOUSENOTBY I HOUSE W NOT BY ( TYPICAL ANCHORS FOR SPACMG 00 STRUCTURE 1/4' MAX. TT BY CGI \ GAP 1 /2' MIN. HOUSE WRAP NOT BY Col r TYPICAL ANCHORS: SEE ELEV. FOR SPACING 8 SMS (Fu = 74 KSI MIN.) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD EXTERIOR FIN FRAME t V Z m m nh08PRODUCTREVISED Florida 2ascompsyin9withthe Building Code Q f N a NOA-No. 17-0918.09 6 Expimtion Date 09/22/2020 O 0;n Miam' a oduct ControlMiami -Oa 7 Qaca° 0 °I ri m to JO mQW71i am= Omf Q W F V hICI P m W " OVAX. XOf GAP C 1/2-MIN. 6 2 CV o m LO ^ ti 3 N z C Z n0 O y, VCEN 'V w n 7 S TE OF •(y; drawing no. PART g IU,1:ITITY DESCRIPTION MATRRTAL MANF./NPPLIER/RF}SARKS El CGI-100 FRAME JAMB O FIXED GLASS 6053-T6 CGI EXTRUDER E2 CGI-113 FRAME SILL 6063-T6 CGI EXTRUDER E3 CGI-102 FRAME HEAD 6063-T6 CGI EXTRUDER E4 Cq-103 MEEf1NG RAIL 6063-TB CGI EXTRUDER F3 CGI-104 LOCK PAIL 6063-T6 CGI EXTRUDER E6 CGI-105 FV7IDLE RAIL 6063-T6 CGI EXTRUDER E7 CGI-108 SASH RAIL 6083-T6 LGI EXTRUDER E8 CGI-107 5/i6' GLAZING BEM 6063-TS CGI EXTRUDER E9 CGI-106 0.700' GLAZING BEAD 6083-75 CGI EXTRUDER E10 CGI-109 FRONT FLANGE ADAPTOR 6063-T6 CGI EXTRUDER Ell CGI-110 NA1L FIN ADAPTOR 8063-T6 CGI EXTRUDER E12 CGI-135 IF FRAME JAMB O FIXED GLASS 6063-T6 CGI EXTRUDER E13 CGI-136 TF FRAME HEAD 6063-T6 Cq EXiRUDEft E14 CGI-139 TF FRAME JAMB 6063-T6 Cq EXTRUDER E15 CGH 40 1` MUNTiN 6063-T5 CGI EXTRUDER E16 CGI-141 2.5" MUWON 6063-Tfi CGI EXTRUDER Ft7 CGI-605 SCREEN FRAME 6063-TS CCI EXTRUDER E78 Cq-714 SILL SNAP IN 60fi3-T6 CGI EXTRUDER E19 CGI-115 SILL FILLER 5063-Ts CGI EXTRUDER E20 CGI-116 FRAME JAMB HD LOCK RAIL 6063- T6 CGI EXTRUDER E21 CGI-117 6063-TB CGI EXTRUDER E22 Cq-138 TF FRAME SILL 6063-T6 CCI EXTRUDER E23 CCI-10B FRONT FLANGE ADAPTOR 6063-T6 CGI EXTRUDER Ml CGI-382V GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC M2 CGI-111 SCREW COVER (OPTIONAL) PVC M3 CGI-112 3' O ANCHORS EQUAL LEG COVER/SHIM PVC M4 0.700' X 0.040" BEM GE7200 SILICONE SILICONE GE M5 0.700' X 0.040` BEAD DOW 995 SILICONE DOW M6 0.700' % 0.040' BEAD DOW 69S _ SI le V V 7 1 rf PRODUCT REVISED as camptying with the Florida p Building Cotle NOA- No. 17-0918.09 Z q u J Expiration Date 09/22/2020 By Miami- Dadey duct Control ao Q N r Q ao< NO ZJ ry 1 ZVJo j aWolxV J C 5 I- h g O o w N C CI HN o 3 N I 0 3 M1 m C Z4 3o n U Q U t O al€ c, e o o o ei 9 S 1111111111/ 1177/ 1, 1GFJ4,9F w n t Y OF (( dTO Wi09 DO. 771, 1111 A. 1111 sheet 9. of/1 ITEM L. 70 I 2.07 2. 846 Eta FLANGE O2 440 - -i nP1301 065 ir- 1-. 155-1 I 1. 015 FRAME HEAD 1.601 FLUSH 2. 440 -. 1 P1. 301 F- 1O.16555 1,p15IFRAME HEAD 1. 220 2. 113 1. 01-5 7002. r-,065 0I 5O7 ca nPs - 1. 550 1.650 .864 5/16" GLAZING BEAD . 700° GLAZING BEAD oso --1.395 1.449E71 NAIL FIN ADAPTER fIF-1. 795 L 1 r-0 I 293 1.498 '050 065 . 060 I 1. 413 F- 1 255 µ31F1USH FRAMECOVER SCREW COVER111. I L -L 080 T'(PE19SILL FILLERlea OS° E23 FLANGE ADAPTOR PRODUCT REVISED as comp)ying with the Florida Building Code NOA-No. 17- 0918.09 Expiration Date /22/2020 p ! By Mlaml-Dad roductControl 1` 1.l'fl I " p'i1 0.: g/ 2, 500 vTE Of ••• f " < N\ g1DP,. •' i Aitt`' \` q+V Z O XZ OrW j 90 C U1,i1 W 0 d a F W Og N QwZ 2. 264Qf065 T e . 745 E4 MEETINGRAIL 4.430 3.685 F^- 2.440 Eel FLANGE 1.015 I- 1. 140 nP. I Typ. 2.885 It FRAMESILL 3.930 3. 185 FLUSH 1.015 ` 1.140- 065 TYR 2. 885 L2..-. 55L FRAME SILL 1 . 788 O65 TYP. 7. 220 E 1. 043 O LOCKRAIL I w O e C O c N t " 0 3NrT n 0 3 C J ZnU p 1.788 T1. 440 2. 310 1. 220 I I 1. 015 2, 131 3065 T?. 2. 505 I I I 2.ei3 2. 7372.613 1. 043 F11 ALT. LOCK RAIL F 2. 505 L 065TYP. o h O xN n D • 3$ D s x 1. 892 O65 TV. 2. 195 1. 015 1. 043 HANDLE RAIL 1. 000 F-. 991 -•1 3.237 E14 FLANGE FRAME JAMB (MOVING) 500 .991-1 2.737 Q0 FLUSH FRAME JAMB (MOVING) 2.505 _065 IYP. 1. 015 1.745 FLANGE FRAME JAMD ( FIXED) 511 I•- 2.505 .065 TIP. 1. 015 1,24 F1 FLUSH FRAME JAMB (FIXED) 1. o 1,025 1. 395 745 1.015 E7 SASH RAIL j • drawing o no. 9 W10- 18 sheet Qo1 j 1 PRODUCT REVISED V r, o• as comptying with the Florida Boildln9 Colo 0 NOA-No. 17-0918.09 Z n 3 Expiration DateO9/22/2020 a j 32 Miam ll rod ct Control Q: O o o uJ IL I0GNm v Q Wi Q a m 0 Q N Wy A p Qw?¢ LLzH 9 Qwmi f) v n FRAME TOP CORNER VENT TOPfBOTTOM CORNERS 52 O w ... 0 r g 0 Nn v i CM ovem d C w u U i i 1I.iIYAE B•Y(M. 1 COf2.ER uceNsg••.,• J i w n z 70592 c I pp drawing no. FIXED MTG. RAII CORNER 000 • SS sheet of111 6`E Contractor shall verify all field dimensions prior to fabrication and MIAMI•DADE shall be solely responsible for materials and installation of impact MIAMI-DADE COUNTY Q=uw rated windows and doors. PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv CGI Windows & Doors, Inc. 10100 N. W. 25' Street Miami, Fl. 33172 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 (AM)* so 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) reS.tj1e rigfi .W staveery product or material tested for quality assurance purposes. If this product or material fails ta etform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, nodifyr Sr suspend the use of such product or material within their jurisdiction. RER reserves •tht right'to revoke 9)6 • • acceptance, if it is determined by Miami -Dade County Product Control Section that this'134)Mt or rna12fi41 fai1S t4 • - 11 meet the requirements of the applicable building code. " "" • • • • • • V so This product is approved as described herein, and has been designed to comply with the F orie a uilding (bode, '. including the High Velocity Hurricane Zone. • • • • • • DESCRIPTION: Series "160 Sentinel' Aluminum Outswing Glazed Doors w/wo Sidelltes *- LM; • • - APPROVAL DOCUMENT: Drawing No.W13-01 Rev F, titled "Series Sentinel 160 Alum Outswing boor L.M.I./S.M.I.)", sheets 1 thru of 13 of 13, inclusive sheet 1.1, prepared by Al-Farooq Corporation, dated 01/03/13 and last revised on 02/13/18, signed and sealed by Javad Ahmad, 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 Limitations: 1. See Design Pressure ratings single and double doors in sheet 2 , single sidelite in sheet 3 and door mullion in sheet 4. For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly. 2. See glazing option in sheets 1 and 1_1 and locking hardware options in sheet 9. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall beconsidered 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 and renews # 14-1015.04 and consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. Reviewed for general compliance with design intent only. Contractor shall field verily NOA No. 17-1226.05 all existing cotA. Wnall be solely responsible for all aspects of lobsite Expiration Date: August 08, 2023 installation. Inanufacturer's specifications and as further notated on Approval Date: February 22, 2018 theG, sed Fl Page 1 r. CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files below) 2. Drawing No.W13-01 Rev D, titled "Series 160 Sentinel Outswing Doors", sheets 1 thru of 11 of 11, inclusive sheet 9.1, prepared by Al-Farooq Corporation, dated 01-03-13 and last revised on AUG 05, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file 413-0226.06) • • • • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 : • • • "" 2) Uniform Static Air Pressure Test, Loading per F.W. TAS 202;94: • • • •; • 3) Water Resistance Test, per FBC, TAS 202-94(4•5(3.4FSF, sill 9-I only 4) Large Missile Impact Test per FBC, TAS 201-90 • • •. • 5) Cyclic Wind Pressure Loading per FBC, TAS 2A%•4 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 2Q2 %4 ` • • • • • • • • • • • • Along with manufacturer's parts and section drawing marked -up drawingl oofalrminurn out w/ .' sidelites, by American test Lab of South Florida, Inc., Test Report No. ATLSF1218,U JA dated • • • • 02/11/2013, signed and sealed by Henry Hatem, P.E. :....; 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 20Z9,4* • 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum sidelites, issued by Certified Testing Lab., Test Report No. CTLA 3056WC (sample #3) dated 04/16/2015, signed and sealed by Ramesh Patel, RE C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (5th Edition), prepared by Al Farooq Corporation, dated 10/06/2014, 05/19/15 and last revised on AUG 04, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME- 13 00-02, -04 and -2009. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their DuPont Sentry Glass ® Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex clear & color glass interlayer", expiring on 05/21/16. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex CP-Saflex & Saflex HP composite interlayer w/ PET core", expiring on 12/11/18. Jorge M. Plasencia, P.E. Pr duct Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E-1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5`h Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/23/14, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. This file NOA revises # 13-0226.06, expiring 08/08/18. 2. Test proposals approved dated 12/16/14 & # 12-0553, dated 04/25/12 approved'l3171ER. 2. NEW EVIDENCE SUBMITTED • • • • • A. DRAWINGS "" • 1. Drawing No.W13-01 Rev F, titled "Series Sentinel 160 Alum Outitvlj,.Door (•T X.I./S.l.i. sheets 1 thru of 13 of 13, inclusive sheet 1. 1, prepared by Al-Farooq tkxo oratioaa,.ddted 01/03/13 and last revised on 02/13/18, signed and sealed by Javad 2ft?4 , P.E. •' B. TESTS •..... 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out w/ sidelites, by Fenestration Testing Laboratory, Inc., Test Report No. FTL 17102 dated 05/19/17, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition 2017), prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME- 13 00-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). orge M. Plasencia, P.E. ProducIt Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E - 2 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America., Inc. for their "Sentry Glas® (Clear and White) Interlayer", expiring on 07/04/23. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their Saflex Clear & Color glass Interlayers", expiring on 05/21/21. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their Saflex CP-Saflex & Saflex HP Composite Glass Interlayers w/ PET Core", expiring on 12/11/18. •••• 4. Notice of Acceptance No. 17-1114.14 issued to Kuraray America., li; -Pclr their*'rTosifolV * *:' Ultraclear, Clear, and Color PVB Glass Interlayers", expiring on.G1DS/19.'..' •••; F. STATEMENTS "" • 1. Statement letter of conformance to FBC 61h Edition (2017) and of LQ,f jpcial*iRte.rest . prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed lieJavad., fiad, P.!..:. G. OTHER •••••• go 1. This NOA revises NOA # 14-1015.04 expiring on 08/08/18. go. a' 2. Test proposal #16-0947, dated 07/26/16, approved by RER. • • • • • orge M. Plasencia, P.E. Prod et Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E-3 SERIES SENTINEL 160 ALUMINUM OUTSWING DOOR W/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELTTES. SIDE LTTES CAN BE ON ONE OR BOTH SIDES OF DOOR. DOORS WITH STANDARD THRESHOLD APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. DOORS WITH SADDLE (ADA) THRESHOLD NOT APPROVED FOR WATER INFILTRATION RESISTANCE. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REOUPEMENTS OF THE 2017 (STH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEAUNG AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN TH15 DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL 3/16- ANN. GLASS 075' Saflex CP With PET Core By 'Eastman Chemical Co.' 090' Safle. Clear And Color Glass ERS By ' Eastman Chemical Co.' 090' SentryGlae By ' Kuroroy America, 090' Trosifol PVB By ' Kuroroy America, 6' ANNSILICONE GLASS SILIC/ ONE DOWSIL 995 DOWSIL 899 GE- 1200 r 1/ 4 POINTS GLASS TYPE 'A' 7/ 16' OVERALL LAM. GLASS , GLAZING OPTIONS INSTRUCTIONS: USE CHARTS AS FOLLOWS STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WINO ZONE USING APPLICABLE ASCE 7 STANDARD. STEPSESINGLE 2x) AND DOUBLE (XX) DOOR CAPACITIES E SHEETSTEP3 FOR SIDEUTE PANEL (0) CAPACITY SEE SHEET 3. STEP 4 FOR SIDELTTE COMBINATION WITH DOOR SEE MULLION CAPACITY CHART ON SHEET 4. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. 3/16- HEAT STREN'D GLASS 075' Seflex CP With PET Core By 'Eostmon Chemical Co.' 090' Safi- Clear And Color Gross INTERIAYERS By ' Eostmon Chemical Co.' 090' SentryGlas By 'Kummy America, Inc.' 090' Trosifol PVB By 'Kuroroy Americo, Inc.' 3/16- HEAT STREWD GLASS SILICONE DOWSIL 995DOWSIL899 GE-1200 I II I r53 AT 1/4 POINTS GLASS TYPE ' B' 7/16- OVERALL LAM, GLASS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 BY MlamF- 9de Product Control DOORS/SIDELTTES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. ILA S AkE NDT RZQUIRLO! 1L 111111/ TI FEB 1 52012 .•.G,.vo s Pbt0592 t7, L J :t7C A OF r N' n vi 0 C ly C 0 0Nnnd v33n 0 off.. 1II , l I a drawing no. W13-01 3/16' TEMPERED GLASS \ r-3/8" AIR SPACE 1 —3/16" ANNEALED GLASS OSO" Interlayer Saflex Cleo, And Color Gloss1FBy 'Eastman Chemical Co.' r 3/16" HEAT STREN'D GLASS SILICONE DOWSIL 995 DOWSIL 899 GE-1200 z 38 n 12 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' o OR w / SUPER SPACER BY 'QLIANEX' OR KODISPACE 4SG TPS BY 'KOMMERLINC 53 AT 1/4 POINTS GLASS TTPE—jQ1' 1" OVERALL INSUL. LAM. GLASS 3/16" TEMPERED GLASS AIR SPACE 3/16" ANNEALED GLASS 075' Interlayer t1r flex CP With PET Core Eastman Chemical Co.' 3/16' HEAT STREN'D GLASS SILICONE DOWSIL 995 DOWSIL 899 GE-1200 z 38 \ n 12 \ XL EDGE SPACER II II I STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' o 2 OR SUPER SPACER BY 'QUANEX' R KOOISPACE 4SG TPS BY 'KOMMERUNG' 53 AT 1/4 POINTS GLASS TYPE 'C2' 1' OVERALL INSUL LAM. GLASS 3/16" TEMPERED GLASS 3/8" AIR SPACE 3/16' ANNEALED GLASS r .090" SentryOlas INTERIAYERS-By Kummy America. Inc.' 090' Troaifol PVB By 'Kuroroy Americo, Inc.' 3/16" HEAT STREN'D GLASS SILICONE DOWSIL 995 DOWSIL 899 GE-1200 3E / \ 12 XL EDGE SPACER R. STEEL BY 'CALRDkN cO Q ` DURASEAL BY 'OUANEX' OR SUPER SPACER BY 'OUANEX' OR KODISPACE 4SG TPS BY 'KOMMERUNG' 53 AT 1/4 POINTS GLASS TYPE 'C3' 1" OVERALL INSUL LAM. CLASS PRODUCT REVISED as comp)ying with the Florida Building Code NOA-No. 17"9226.05 GLAZING OPTIONS expiration Date 08/08/2023 By f • • • • • • • • • Mia — 7 roduct control LLLLLIII II/i IENSF 0. »ss2 OF a • •• • • • P',( y s • • %fps•'•...... Y !*: 4SYn,.. G 0 Io a e o y 5 drawing no. W13-01 42" I DOOR FRAME WIDTH HINGES HEAD/SILL SEE NOTES CORNERS rA BELOW \ Y I I - 1 u / o n / e II d u p n t o IIII II d II\ e u Yrr-- I I y ee II \ 1 W Sai II \ 11n d n O 2 ANCHORS TYPE 'A', '8' OR 'C' AT STILE ENDS 6" MAY- HEAD/SILL HINGES CORNERS ACTIVE 1 1 N 28 1/, D.L. OPG. 2 ANCHORS TYPE 'B' AT STILE ENDS TYPICAL ELEVATION x) Al 1/9" DOOR FRAME WIDTH A I—— Y n p II u FLU BOLT dp SEE W- SEE I&i£T 11 n E p 3 POINT LOCK 11 SEE SHEEP 10 u II / d I o I 1 ACT VE NAC SEE CHART FOR QUANTITY 1 I I ) < w vp 28 1/4" 28 1/4- D.L. OPG. D.L OPG. 4 ANCHORS SURFACE APPLIED TYPE 'B' FALSE MUNTINS AT STILE ENDS MAY BE USED TYPICAL ELEVATION HEAD ANCHORS QUANTITY AT STILE ENDS ANCHOR TYPE SHIM A' 1. 'C' 1/4" 41 4 4 3/8" 6 6 6 1/2- SINGLE OR DOUBLE DOORS WITH SADDLE (ADA) SILL xx) H7_N_GES: 4- X 4-1/2" BUTT HINGES D0 0R0T=S TOP AND BOTTOM HINGES AT 6-7/8' FROM EACH END INTERMEDIATE HINGES EQUALLY SPACED SINGLE (X) OR DOUBLE (XX) DOORS LOAD CAPACITY - f PSF GLASS TYPES 'A'. 'B', 'Cl'. 'C2' h 'CS FRAME LEAF WIGTM THRESHOLD TYPES LOCK SETS INSUL LASS SPACERS WIDTH (X) WIDhI (%X) HEIGHT STD. ADA SCH CC BLDW CXL KOO QUAN 37-1/4" , 72' 96" 35" 80.0 70.0 80.0 80.0 1 80.0 180.0 B0.0 60.0 42" 1 81-1/2' 1 96- 1 39-3/4" 1 80.0 70.0 80.0 80.0 1 70.0 1 70.0 80.0 - LOCK SETS: (3) HINGES PER LEAF UPTO 35- LEAF WIDTHS (STD. THRESHOLD ONLY) SCH = SCHLAGE (4) HINGES PER LEAF ABOVE 35- LEAF WIDTHS (STD. THRESHOLD) CC < COPPER CREEK (4) HINGES PER LEAF ALL WIDTHS (SADDLE THRESHOLD) BLD = BALDWIg • • • • • • • • • • • GLASS 11ndIATORS KD - OD{SP AL XL • • • • • • 000 lilllllllll t 1j7/ _ NOTE: UAN m OUMlli77C DUAL • • • • • • • I ,, A / i/ I cVERIFYCOMPLIANCEWITHEGRESSLIMITATIONSWHEREREQUIRED. OUANEX SUPERSPACER '''1GEN '•.(® / a NOTE: FLUSH BOLTS AND LOCKS MUST BE ENGAGED AND NOTE PERIO SD OFF HURRICANE WIARNIING.ING GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 FE8Ib2018 o PRODUCT REVISED ,No 0592 S .. Lsco•q•Il9 with tie Florilel - W` ' • BYldia ode 4721615 • ' 1 w DOOR D.L.O. DIMS • N•A Ho 1 D.LO. HEIGHT = FRAME HEIGHT — 12.875" • • •• • ElpirafiMtpData OS/ 2 3 ' ./` drawing no. D.L.O. WIDTH (X DOORS) = FRAME WIDTH — 11.75" • • • • • • '//i/ SS+• • • ` W .3—O D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH — 25)/2r— 43 1/8" SIDELN'E WIDTH 6" MAX. HEAD/SILL n CORNERS \ T/ I H H x m o _ o a m G m¢ Qzz 37 1 /8' D. L. OPG. TYPICAL ELEVATION 0 ) SIDEUTE LOAD CAPACITY - PSF OR STAND MANE STATIONARY PANEL (0) FRAME GLASS TYPES A', 'B', 'ci' GLASS TYPE C2' GUSS TYPE C3' WIDTH 1 HEIGHT EXT.(+) INT.(-) I EXT.(+) I INT.(-) EXT.(+) INT.(-) 30" 33" 36" 37-1/8" 39" 42^ 84' 80.0 80.0 80.0 80.0 80.0 80.0 BOO 80.0 80.0 80.0 80.0 80.0 8C.0 80.0 50.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 50.0 80.0 80.0 80.0 80.0 80.0 80.0 0. 0 80.0 80.0 30" 33" 36- 37-1/8" 39' 42" 90' 80.0 80.0 80.0 50.0 80.0 60A 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 eO.D 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 8G.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 80.0 80.0 30' 33' 36" 37-1/8' 3g" 42" 96" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 I 80.0 80.0 80.0 90.0 B0.0 80.0 80.0 80.0 80.0 70.0 70.0 80.0 80.1 70.0 70.0 80.0 60.0 165 1/2" MAX. E CHART FOR OLIANTRY HEAD ANCHORS OUANTIIY AT STILE & MULLION ENDS ANCHOR TYPE SHIM A' 8' 4 4 4 6 6 6 1/2' 7 7 TENERS SAME LOCATIONS ANCHORS SHOWN ON ET 2 z w U PPLIEDTINS QED AT STILE AND ( OXXO ) MULLION ENDS' SIDELITE OPTIONS 5: g f NOTE, a 3THEFRAMEAREAOFALTERNATESIZEMUSTNOT `o EXCEED TESTED FRAME AREA = 110.3 SO. FT. 4ai i GLASS INSULATORIMITATIONS FOR SID EES WIDER THAN 37-1 "ONLY_ 90" & 96' HEIGHTS FOR GLASS TYPES 'C2' & 'C3' OUANEX DURASEAL & SUPERSPACER NOT ALLOWEQ • • • • : : : • • • : • • • • - gl$ FOR GLASS TYPE 'C3' • • • • • • • • • °' c " CARDINAL XL (LIMIT MAX. LOADS TO 370.0 PSF) • • • • • • • • • • • L1 1t1 11111 NNAA ` fEB? 5 21118 a' Nse'; _ oPRODUCTREVISED _ ` '• N 0f 2 '= E ea. comp Code with the FloridaIldingoe - D IT D..O. DIMS NOA•• 17-1226.05 0'. j_ Lij Tt: drawing 9 no. D. L.O. HEIGHT = FRAME HEIGHT - 42.• 8j5" • • • • • • • • E•Plratlon Dat• /y08l08/2D23 D. L.O. WIDTH = SIDELITE WIDTH - 6 dSTAND 4LONE SIDEVTE ONL•' • • • ' %s ......... '..9a W 13-O 1 D.L.O. WIOTH = SIDELITE WIDTH - 4.875 SIDELITE TO DOOR ONLY M a D roduct Control AAAA® 111%\ 1` Sheet DESIGN LOAD CAPACITY - PSF SIDELIT WIDTH INCHES DOOR LEAF WIDTH INCHES SIDELRE FRAME HEIGHT INCHES SIDELITE TO DOOR MULLION SEE N07E BELOW) EXT.(+) INT.(-) 24 30 33 36 37-1/8 39 42 39-3/4 84 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 24 30 33 36 37-1/8 39 42 39-3/4 1 90 80.0 80.0 00.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 T80.0 80.0 1 80.0 24 30 33 36 37-1/8 39 42 39-3/4 96 80.0 80.0 80.0 BED 80.0 50.0 78.3 77.2 78.3 77.2 75.4 75.4 72.6 72.6 O O LEAF WIDTH SIDELITE WIDTH DOOR FRAME WIDTH SINGIi (X) 42' MAX. DOUBLE (XX) 81-1/2" MAX. SIDEIJTE TO DOOR NOTE: FOR DOORS CAPACITY SEE SHEET 2 FOR SIDELITE CAPACITIES SEE SHEET 3. FOR SIDELFFE MULUON CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDEUTE, DOOR/SIDELRE OR DOOR/DOOR MOLUON CHART WILL APPLY TO ENTIRE SYSTEM. i DOORFRAME SIDELRE WIDTH j WIDTH C XO) OX) SIDELITE DOOR FRAME WIDTH WIDTH DOOR WIDTH WIDTH l WIDTH H EHJ MULLION t OXX 3 `p00R STILE END ANCHORS t XXO 1 END ANCHORS SEE SHEET 3 SEE SHEET 1 C DOOR DOOR WIDTH WIDTH WIDTH vX OX0) ( XOX) ` WIDTH WIDTH WIDTH I H N J C H n tl1 0 n O w C 3 N M IO3 C Z J n 3 - 0-- pM Upo¢ 3 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 o w PRODUCT REVISED ag Fompiyinawi:h the Florida CC dii FEB 1 5 1018 - 2 = @ yL,RdingIA --NO' Y 17-120.05 STA .(U drowinqprationOa4.08 8 023 OF no. i ' e W 13-01 n POURED & HARDENED HIGH STRENGTH GROUT f, c - 5000 PSI MIN. NOT BY CGI WINDOW MUST TRANSFER SHEAR LOADS TO STRUCTURE LOAD BEARING SOU) SHIMS OPTIONAL TO GROUT) 51AAUAKI) '1hKnSnULU APPROVED FOR WATER INFILTRATION RESISTANCE I TYPICAL ANCHORS EDGE DISi. •SEE SL(VfTIQNS • • • • • • PPAACCyiiGG • • • • • • • SADDLE (ADA} T:AL,LD • • : : • • • • • • • NOT APPROVED FOR WATER INRLTRATON RESISTANCE DOOR D TAILSLIMITMAX. DESIGN LOADS TO ±70.0 PSF PRODUCT REVISED as Complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date0810812023 By— MIarhl Dp Product Control a II aM¢.0592 T OF' 1 drowing a no. 18Y WOOD BUCK SEE NOTE SHEET IA 28Y WOOD BUCK EDGE DIST. OR METALW000STRUCTURE CONCR6i{ n SEE NOTE SHEET I *111U'TURIEDGE EDGU0mpx ° 4N ° TYPTYPICALANCHORS TYPICAL ANCHORS SERGSEEELEVATIONSSEEELEVATIONS FOR SPACING FOR SPACING FOR SPACING F OD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS STSUSTAINLOADS IMPOSED BY GLAZING SYSTEM D __ TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'- 1 /4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) MIN LENGTH = 2-3/4" INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) E •B'- 1/4" DIA ULTRACON BY 'ELGO' (Fu-177 KSI, Fy=155 KSI) MIN LENGTH = 2-3/4" DIRECTLY INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN, EMBED INTO CONC. OR BLOCKS (JAMBS) TYPE 'C'- 1/4" DIA. TEKS OR SELF DRILUNGC (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) 3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN,) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN, ANCHORS MAY BE HEX OR FLAT HEAD. AOR D TAILS 0.0 • •• •• U jl MLALII-DADS COUNTY APPROVED I I Z m nIICLIPPEDMULLIONI1 I I I gpeqSEESEPARATENOAI~ I W L --------- I Q 6 O W N Ny 00 g~ O$oroF%w TYPICAL ANCHORS SEE ELEVATIONS 9FORSPACINGO Q W z LL F LL z N • oN J 00 Q J Q z M R° PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration gatee008108/2023 ByMlami`-DadPrroduct Control FEB 1 5 2018 ``t 111111 ,1/ W. M4fcEN1s '•RO '; Y f 92 OF •(y drawing 9 no. sue: • `9','` W13-01 TYPIGA F! TPIG F D BUCK T SHEET 1 ICAL ANCHORS ELEV. SPACING PRODUCT REVISED as complying with the Florida Building Code Fxpir*7-lob to $OS/2 3 • • • • • By • • Mla rct Contro• r,JUOR D't Tx LS IRS P'• GEy3f'• ;"V a FEB 1 5 1018 TA OF Eye drawing no. W13- 01 TYPICAL OR: SEE ELEVATIO FOR SPACING e CONCRETE . CONCREiE, II 4F Z o 1 MAX. III 1LOADADBEARING. x SHIM y CONCRETE: OR -'. MASONRY II o I' II µ TP[CAL ANCHORS 4' LONG SEE ELEV. FOR SPACING CONCRETE c- l0 3 _ µN L \ TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING O ` O SEE DOOR JAMB SPACING ON SHEETS 2 k 3 ro IU' Is NG O q m cOrin°M aaW a' 13 F n O t Q) C1ow.1 O'O R o O40Q ofO PRODUCT REVISED as complying with the Florida o gQwZ. Building Code NOA-No. '17,1226.05 LL Z W _ o m Q a Expiration Date 08/08/2023 J z Q w 0 i By Miam a ro uct control V C n ti i O po W L LoC D 2N o e N 3 i O d 3v m O CD pQ 343536 \<D 1a EXTERIOR D.L. OPG. _ LEAF WIDTH LITE WIDTH DOOR FRAME WIDTH 42" MAX. SINGLE (X) 81-1/2- MAX. DOUBLE (XX) 000 I RAM! WIDTH • PPW S•Y.lAMT • • `Yll lp^l lll BEFORE W1TIV • • FE61 5 1018 / N07E LIMIT SHIM Jd METIL STRU4UEt AT •JAM65 T • • SIDELITE DETA fS • ' 1 a 592 - e drawing no. W13-01 ITEM PART No. QUANTITY C—ON MATERIAL MFG. / REMARKS 1 AL-169 AS READ. FRAME HEAD & SILL 6063-T6 IKEYMARK / SAPA 2 AL-190 AS REDD. FRAME JAMB 6063-T6 I KEAW?K / SAPA 3 AL-196 AS REDO. SIDELRE HEAD & SILL 6063-T6 KEYMARK / SAPA 4 AL-197 AS READ. FREE STANDING SIDELITE JAMB 6063-T6 KEYMARK / SAPA 5 AL-198 AS REDD. MATING SIDELITE JAMB 6063-T6 KEYMARK / SAPA 6 AL-193 AS READ. PANEL TOP & BOTTOM 6063-T6 KEYMARK / SAPA 7 AL-194 AS REDO. PANEL VERTICAL STILE 6D63-T6 KEYMARK / SAPA 8 AL-199 AS REOD. SHEAR BLOCK 6063-T6 KEYMARK / SAPA 9 AL-191 AS REQD. FRAME HEAD & SILL SCREW COVER 606.7-75 KEYMARK / SAPA 10 AL-192 AS REQD. FRAME HEAD & SILL SLANTED SCREW COVER 8063-T5 KEYMARK / SAPA 11 AL-121 AS REQD. GLAZING BEAD (7/16" LAM.) 6063-75 KEYMARK / SAPA 12 AL-123 AS REQD. GLAZING DEAD (1.000" INSUL.-LAM.) 6063-75 KEYMARK / SAPA 13 AL-200 AS REQD. SHEAR PLATE 5063-T6 KEYMARK / SAPA 14 AL-195 AS REQD. ASTRAGAL 6063-T5 KEYMARK / SAPA 15 AL-508 AS REQD. FREE STAND JAMB SCREW COVER 6063-T5 KEYMARK / SAPA 16 AL-540 AS REQD. SADDLE THRESHOLD (ADA COMPLIANT) 6063-T6 KEYMARK / SAPA 17 HD-4503PL AS REQD. THREE POINT LOCK ASSY. (AT ACTIVE PANEL, USED BY ALL OPTIONS) METAL CGI PROPRIETARY 18 HD-1204 AS REQD. FLUSHBOLT ASSEMBLY (AT INACiNE PANEL. USED BY ALL OPTIONS) ALLOY, STEEL CGI PROPRIETARY 19 H0-5455 PASS AS REgO. LLIFR LATCH LOCK, AT ACTIVE PANEL LOCK SET OPTION 1 BRASS BALDWIN20HQ-5455 AS REQD. DUMMY LEVER, AT INACTIVE PANEL 21 HD-8231 AS REQD. DEADBOLT (THUMBTURN), AT ACTIVE PANEL 22 J10 TOR605 AS REQD. LEVER LATCH LOCK, AT ACTIVE PANEL LOCK SET OPTION 2 BRASS SCHLAGE23J10TOR605ASREQD. DUMMY LEVER, AT INACTIVE PANEL 24 JD60 AS REQD. DEAD13OLT (THUMBTURN), AT ACTIVE PANEL 25 HD-34-10116 AS REGO. LEVER LATCH LOCK, AT ACTIVE PANEL _ LOCK SET OPTION 3 BAA55, STEEL COPPER CREEK26HD-34-10116 AS REDD. DUMMY LEVER, AT INACTIVE AN 27 HD- 062410 AS REDD. DEADBOLT (THUM8TURN), AT ACTIVE PANEL 28 HO-537 AS REDD. LATCH LOCK STRIKE PLATE S. STEEL 26A 2 /PLATE B X 3/4- PHP. FH SMS (STRIKE PLATE ATTACHMENT) S. STEEL 29 HD-538 AS REOD. DFADBOLT STRIKE PLATE S.STEEL 29A 2 /PLATE 66 X 3/4' PHP. FH SMS (STRIKE PLATE ATTACHMENT) S. STEEL 30 HO-53EN AS REDD. LATCH LOCK STAKE PLATE SHIM WiLON CGI 31 HD-390P AS REQD. LA1CH LOCK & DEADBOLT STRIKE PLATE TRIM NYLON CGI 32 HD -STRIKE BOX AS REDD. LATCH LOCK & DEADBOLT PROTECTIVE DUST BOX NYLON CGI 33 HD-525-9-REV 2 /LOCK'MECH. I BOLT LOCK ASSEMBLY S_ STEEL CGI 33A HD-533C 1 /FLUSHBOLT FLUSH. BOLT GUIDE (TOP & BOITOM) CAST (ZINC) CGI 34 HD-CH-105 4 /LEAF 4-1/2' x 4" HINGE ALUMINUM CCI PROPRIETARY 35 HD-AOBOO-US32D 4 /LEAF 4-1/2" x 4" HINGE BRASS HAGER 36 HD-AS800-US 4 /LEAF 4-1/2" x 4' HINGE S. STEEL HAGER 37 03/8"-16 ROD 2 /LEAF a/8--16 FULLY THREADED ROD (ZINC PLATED) STEEL 38 WS-382V AS REDD. GLAZING BULB (DUROMETER 75/80) PVC PROTOTYPE 39 WS-W33321 AS RECD. 1E7" x 320' ULTRA SOFT FIN WEATHERSTRIP ULTRAFAB 40 HO-203 2/LEAF SHOOT BOLT PROTECTOR, AT DOOR FRAME HEM & SILL PVC 41 HD-12-10042 AS REDD. 350" REACH POCKET SEAL (FRAME PERIMETER GASKET) AMESBURY 42 WS-32011 AS REDD. FOAM-TTE CLOSED CELL FOAM COMPRESSION SEAL URA • • • • 43 HD -CLIP ANGLE I 2 /EACH 2 x 2 x 1/4" CLIP ANGLE (ADA THRESHOLD TO JAMB ATTACHEMENT) ALUMINUM a, • • • • 44 3 /CORNER 10 x 1-1/4" PHP. PH. SMS. (PANEL & FRAME ASSEMBLY) S. STEEL PRODI 45 SEE EL_EV. yla x 3/4" HH. TEX (MULLION ATTACHMENT) S. STEEL g g •om1f• • • llf • • •Buitdipt 46 8/HINGE . 4/CUP 12-24 x 1/2' PHP. FH. UC. THREAD FORMING S. STEEL NOA-N< 47 2/EACH 6 x 1/2" PHP. TH. SMS. (ASTRAGAL ATTACHMENT) S. STEEL Expiratl 40 1/EACH 10 x 3/4" PHP. PH. SMS. (BOLT LOCK / FLUSH90LT GUIDE ASSY.) S. STEEL 49 o3/8"-16 NUT 4 /LEAF o3/8--16 SERRATED -FLANGE NUT (21NC PLATED) STEEL • Y .• r • • 1/1eamT 50 2 /FLUSHBOLT J8-32 x 1/2' PHP. PH. MS. (FLUSHBOLT ASSEMBLY) S. STEEL • 411 51 HD -DOOR SWEEP 1/EACH DOOR SWEEP (OPTIONAL), SECURED W/ 16 x 1/2" PHP. PH. SMS. ALUMINUM • 4CREEI CH • t 52 HD-34-10003 1 /SCREW HOLE INSTALLATION SCREW HOLE PLUG (AT DOOR FRAME JAMBS ONLY) NYLON • 53 2/ LITE SETTING BLOCKS EPOM OUROMETER 8035 SHORE A DUMMY v Z n ACTIVE LEAF INACTIVE LEAFIL Lbi EXT OWIL 0 tinOPERATIONOFDEADBOLTC( WITH KEY FROM THEEXTERIORORTHUMBTURNERIORIQAT FROM THE INTERIOR) i--- -_-___ 1 00O ry ACTIVATES THE THREE-POINT J a w O a n LOCK MECHANISM W h - o REGARDLESS OF LOCK SET OPTION INSTALLED. O i Z W < SECTION AT DEADSOLT LOCK Q a a f . SECTION AT LEVER LATCH LOCK 2 SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH o 0 3 GE SCS2000 SILICONE SEALANT. ^ s 0. ICj RAVISi1D Ca V*h the Gorida 17-TA6.05 az • N I 1 n Date O 8/2023 FEB 1 5 2018 = 1 NO d rolluc• colptl F/ drawing no. Loac (nciw 5TILf CD 1 n_ ASTRAGAL Z - r i •', j !I I0 U N n a OO 5 19 p i `ii II 0.255(WI-040r 2' 5. STEEL SPRING Z O ry1 I i 0.45P (00)1.03) M L ' p^ li i; N DN WASnER l I LL ? 0 O mQ Co roP nEx ao0 wmt :'11 I I J O GWPLWG( C. W m I I; ( L-STILE MT: AC.575. O n NYION 5A8 ER E K 0$ O 03. 5 •5. 5TE4 O tj + K 31N N 0 21 24 27 p = N oil o a 0 z n 0 zs O 3 o C II ° j! o II I inn D 10 PRODUCTn REVISED ascomptyingwiththeFloridaBuildin Code u 6 47 HOA-No. 17-1226.05 Q IT P IvCouAOVPIJntxHGWITExpirationDate 08/0812023 11 i ;LNCTH-34') By i i I 1; , !I • • • • • • • • • • miAm a Product Control- Ylill llill W ,.. ! • • • • • • • • la ,L o ;! i o it • • • • • • • • • • • • P'....... a'i ' 1.` it ii ! li i I ) Q'•''UceNSF •""o ' 00 FEB 15 2018 i II I ••• • • • • • • I I I • • • • • • • • • • • ••' , U' FOR LAI jl j II • • • •• • • • UNLOCKED POSITIONLOCKEDPOSITIONllllililt sheet l0 of 13 UE5 O U O 1Nl LDCR IINPCEN TLLL I O q p ii l II i I l i Cg N I w I C0Y I x III V yim l II Cc: x o paoo 0w o v U. -0 I I li I III C Qwmf ll Ili I Il 47 i I I Q0 v I c fIfII 3 N 3 O o z Ogg l fL11511a0.T nnw lc c O j PRODUCT REVISED g as complying with the Florida Building Code o WIWIu l No a io. 17-1226.05 I Expiration Date 08/08/2023 u lMIa r-Da roduct Control m n c o NOTE: OF'LLISM BOLT A- 6MIACTIVE STILE l l • (AR:AL: 0 - END SECTION SHOWN, BOTTOM END SIMILAR) a u l ttii 11111111/j I • • • • • • • • PIP A 2 FEB 1 2010 lI • • • • • • • • • o j' ! • • • • • • • • • • 7 a OF 6(/ z iDn.• ;. drawing no. W13- 01 UNLOCKED POSITION LOCKED POSITION /,i ' A/° tip`' sheet 11 of 13 3.1125 750 1.590 100 0 DOOR FRAME HEAD/SILL In" 062 '6125 F-1.587 -i FRAME COVER szs o62 10 SILL COVER 465 i o- 075 1.063 O SIDELITE TOP & BOTTOM FRAME 15 SIDELITE JAMB COVER 135 070 Jj 1 5 805 v. 245 II 1J F 060 1.622 J O 4 ASTRAGAL ADAPTER SHEAR BLOCK 4. 10DOORFRAMEJAMB SIDELITE FRAME JAMB O TOP & BOTTOM RAIL 5.500 080 1.82a 1.440 4.495 O HINGE & LOCK STILE 1.500 .185 i I IJJJJL.115 1} SHEAR BLOCK PLATE I 1.061 E— 310 125 5d00 F- 4.000 -1 1e PRODUCT REVISED SADDLE THRESHOLD as complying with the Florida Building Code N0A-No. 17-1226.05 875 Expintlon Date 08/08/2023 995 .050 BY Mla roduct Control 120 4000 C-wl Siv:(N* L&V : : ..' FEB 1 5 2018 505 .120 i5 1.465 I 200 - - . 870 1+ • • • • 8f • • O• •• 1.1•• • • • S 1z • • ••• • SIDELITE MATING JAMB GLASS STOP (INSUL. LAM. GLASS) V o In Z qmOin W Q6 C.N. E 0t.'M LL Cta Odoa 0 3, fit 2 No„ Q W j LLZM O JWyQWA F n ,qPVCP o m n N . 92 a OF •(V drawing • no. W13-01 4 ASSEMBLY FASTENERS TO BE INSTALLED4 PRIOR TO JOINING MATING JAMBS iOLE DOOR FRAME TOP & BOTTOM CORNER 0• _ :aI • WOM - Pam SIDELITE JAMB CORNER TOP & BOTTOM u ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS / SIDELITE MATING JAMB CORNER TOP & BOTTOM SADDLE THRESHOLD CORNER U U 0 Z m n n p Z m y N2 lz $N. a oO 00 cy 0." oa.°I 0 t Q W; aq2- Qo<J J W gglfOF U m C 1 N N 4 C 0 M M D3C ZLL .. PRODUCT REVISED as complying with the Florida I BuiidingCodaNOA- No. '17-1226.05 g g o Expiration Date 08/08/2023 Byu-- -- Mla Product ontrol n a 4 n h $ 0 0 FEB 1 5 2018 ` AN 1 TE OF ••((,` drawing no. 13 Contractor shall verify all field dimensions prior to fabrication and shall be solely responsible for materials and installation of impact MM I® WADE rated windows and doors. MIAMI-DADE COUNTY i PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy CGI Windows and Doors, Inc. 10100 NW 25 Street Miami, Fl. 33172 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 Pro.4gcit Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reg"NA he right •... to have this product or material tested for quality assurance purposes. If this product: or material. fails to so perform in the accepted manner, the manufacturer will incur the expense of such 096N and • *Pe0AHJ mart' • •: • immediately revoke, modify, or suspend the use of such product or material with'Iii"Oh- jurisdiction. PER... • reserves the right to revoke this acceptance, if it is determined by Miami -Dade C65uty Pr:)4W1.Contrbl Section that this product or material fails to meet the requirements of the applicable building code. 0 0 •. This product is approved as described herein, and has been designed to comply,jrtE,the Flon"0#*.*Eui1dir1&,,,. Code, including the High Velocity Hurricane Zone. • • • DESCRIPTION: Series "238" Outswing Aluminum Casement Window - L.M.I. • • ••: • APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series-238 Alum OIiow ig Casp4n%nt Wdr. • • •; L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision K dated 08/3040, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 15-0512.19 and consists of this page 1 and evidence pages E-1, E-2, E-3, E-4 and E-5, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. Reviewed for g eral compliance with design intent only. Contractor shall field verify NOA No. 17-0918.11allexistingonsdshallbesolelyresponsibleforallaspectsofjobsite in I 'o 1 is specifications ttt and further notated on Expiration Date: October 26, 2023 th n ' t j Approval Date: November 30, 2017 I Page 1 Date CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBIVIITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision J dated 04110115, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, 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 ZO 1-9.4 • • • • • • • • • • • • 3) Cyclic Wind Pressure Loading per FBC, TWM3-94 . ... .' along with marked -up drawings and installation diagram of VsCr'les 750e•PV'C fixed• • % window, to qualify DuPont "Butacite" PVB interlayer, Durase!IVEd Super Spacer..: insulating glass spacer, prepared by Certified Test Laborftrjl Tess•Ri rt I tq....• CTLA-3056 WA, dated 03 /03/15, signed and sealed by Ramesh G Patelj k6 F_, • .. %.' 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading j:tr•FB C TA4R 2,02-94 • • • •: • 2) Large Missile Impact Test per FBC, TAS VfW4 3) Cyclic Wind Pressure Loading per FBC, TEAS 2.03-94 . 00009 along with marked -up drawings and installation diagram of a gmoe9 7400 kWc projwe": out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® •acid Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 23 8 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a series 318 outswing aluminum casement window, prepared by Certified Testing Laboratories, Test Report No. CTL-3009WB, dated 03/24/14, signed and sealed by Ramesh C. Patel, P.E. Submitted under NOA # 14-0506.01) 3t Manuel Perft, Y.E. Product Control E iner NOA No. 17-0918.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked —up drawings and installation diagram of an aluminum casement window, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF-1109.01-12, dated 11/20/12, signed and sealed by Henry Hattemr. P.£.• Submitted under NOA # 12-1220.14) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94„• •, •, • •; • , ; • 2) Uniform Static Air Pressure Test, Loadingpar:liBC, TAS.202-94. 3) Water Resistance Test, per FBC, TAS 202-.904 • • . ; 0 • •;, • 4) Forced Entry Test, per FBC 2411.3.2.1, and` MS 2022194 along with marked —up drawings and installation diagram o ...:lumir>ti fsemgq a... window, prepared by Hurricane Testing Lab., Inc., Test Repots No. STL-0080- .' 0301-07 for specimen A and B, and HTL-0080-0905-07 for specimen F: "IA C, dated• • : - 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham P.E.' :....: Submitted under NOA # 08-1010.02) • 7. 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 aluminum outswing casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-08-2143, HETI-08-2144, HETI-08-4287 and HETI-07-4298, dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, RE Submitted under NOA # 08-1010.02) 8. 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 aluminum casement window, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. Submitted tinder NOA's # 96-0417.03 and # 01-1002.03) Manuel ere -: . Product Control Ex min r NOA No. 17. 11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 9. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 1003 and FTL-1041, dated 10/14/94, both signed and sealed by Yamil Kijr , +6r. Submitted under NOA # 96 0417.03) "•' • • • • • • C. CALCULATIONS 1. Anchor verification calculations and structural analysis com ith F a010 • dated 4/24/14, prepared by Ai-Farooq Corporation, signed and 9dad by ravad "•' • Ahmad, P.E. •••••• •••• ••••• Submitted under NOA # 14-0506.01) ...... 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. 14-0916.11 issued to Kuraray America, Inc. for their SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. 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, Manuel , Pere .E. Product Control E a ner NOA No. 17- 918.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-3 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC- 51h Edition (2014), dated April 11, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. Submitted under previous NOA # 14-0506.01) 2. Proposal No. 13-1098 issued by the Product Control Section, dated October 02, 2013 and revised on February 24, 2014, signed by Manuel Perez, P.E. Submitted under previous NOA # 14-0506.01) 3. Laboratory compliance letters for Test Reports No. HTL-0080-0301-07 for specimen A and B and HTL-0080-0905-07 for specimen B and C, issued by Hurricane Test Laboratory, Inc., dated 09/21 /07 and 10/12/06, both signed and sealed by -Virid a. Abraham, P.E. • Submitted under NOA # 08-1010.02) ...... .. . ...... 4. Laboratory compliances letters for Test Reports No. HETI-08LIA-3, ...... HETI-08-2144, HETI-084287 and HETI-07-4298, issued bi Hurricanl...:. ' Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all,s""j4 and spAed by ,,;,,• Candido F. Font, P.E. ...... Submitted under NOA # 08-1010.02) • • • • • • • 5. Laboratory compliance letters for Test Reports No. HTL-0080-0303-96 HTL-0080-1107-98, issued by Hurricane Test Laboratory, Inc. jiatCd 031QV9 and ; • • • •; 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. '..'.' Submitted under NOA # 96-0417.03 and 01-1002.03) 6. Laboratory compliance letters for Test Reports No. FTL-1003 and FT1,1041, issued by Fenestration Testing Laboratory, Inc., dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. Submitted under NOA # 96 0417.03) 7. Test Proposal for the qualification of Butacite® PVB glass interlaver by Kuraray America, Inc., as well as Duraseal@ and Super Spacers Standard warm. -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon; P.E., Supervisor, Product Control Section. G. OTHERS 1. Notice of Acceptance No. 14-0506.01, issued to CGI Windows & Doors, Inc. for their Series "238" Outswing Aluminum Casement Window - L.M.I., approved on 06/26/14 and expiring on 10/26/18. Manuel erqmiProductControlExr NOA No. 17-1 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-4 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision K dated 08/30/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. • D. QUALITY ASSURANCE • • • • • 1. Miami -Dade Department of Regulatory and Economic Resources ER) ' .... ' •:"• 0000 E. MATERIAL CERTIFICATIONS • • • • • • • • 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray AmEriea,'Ine. fautgair "`0 0 SentryGlas® (Clear and White) Glass Interlayers" dated 5, expj-i;g on ; • • • •; 07/04/18. 000000 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/I S. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (M.A) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 51 Edition (2014), with FBC 611 Edition (2017) and of no financial interest, dated August 30, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0512.19, issued to CGI Windows and Doors, Inc. for their Series "238" Outswing Aluminum Casement Window - L.M.T., approved on 09/17/15 and expiring on 10/26/18, Manuel Per x m' . , P E. Product Control Eer NOA No. 17-0 18.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E- 5 GENERAL WINDOW SECTIONS FLANGE FRAME A EXTERIOR INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLOC. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE/TYPE. 7EP 3 USING CHART ON SHEET 6 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ADS STEP 4 IF ALUMINUM SUCK SYSTEM IS USED USE CHART ON SHEET 7 TO DETERMINE CAPACITY. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. N II II n z==,ter- If 3II F-_- SURFACI lr I FALSE I y II OPTIONA 11 \ II II I I TYPICAL ELEVATION FLANGE FRAME) MULTI POINT LOCK BY ' INTERLOCK' ALT. TO CAM LOCKS I W. LOCK POINTS 23 4 S m 1 Z QO 0 O g 1g t v: 0a02m o Oao< qA 0 N 5 m ED Q M NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA THESE WINDOWS ARE RATED FOR LARGE k SMALL MISSILE IMPACT. BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). SHUTTERS ARE NOT REQUIRED. 1BY OR 2BY WOOD BUCKS do BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS FOR MULLION/MULTIPLE UNITS, REFER TO TO THE BUILDING STRUCTURE • • 000 • • • • • • • ANCHORS SHALL BE CORROSION REStS,IdT SPACEf;AS S( N N gETI..S • • AND INSTALLED PER MANUF'S INSTRUCT70 5. SPE F D SEPARATE CGI MULUON N.O.A. 6% tT jp qI,• • MATERIAL SHALL BE BEYOND WALL DRESSING OR STyCC9# T1lIIl1l I/////,' A LOAD DURATION INCREASE IS USED IR LESICfP &4ANCHN% INT& W00P OTkY. • • A. 11 1^^`°'' i ALL SHIMS TO BE HIGH IMPACT, NON—METALUC AND NON —COMPRESSIBLE. 0 `] 0 VC k- MATERW S INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT 'd Z COME INTO CONTACT WITH OTHER DISJIMII44 WERIALS SYU.1 ITT •jHE PRODUCT REVISED REQUIREMENTS OF THE 2014/20179FL(OIDA .DG. CODE• do 4.DO t 5TANDAjDlip lying with the Florida s THISPRODUCT APPROVAL IS GENERIC-ARD DOES NOT PPAVI INF•RMATION • ul In Cod• FOR A SITE SPECIFIC PROJECT, I.e. L*E SAFERf OF •fHI PR•DUCTtADEO•ACY • rog N 17-0913.11 OF STRUCTURE RECEIVING THIS PRODU01 AND•SM-ING AROUND OFINING FOR EgA61:19n Date 101262023 Q IATE OF WATER INFILTRA17ON RESISTANCE ETC.* • • • • • • • CONDITIONS NOT THIS S .'(y\ SHOWN IN DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE RENEWED BY BUILDING OFFICIAL j7•l1 7X46co a• u D FOR CLASS TYPES, REFER TO SHEETS 3 AND 4. EXTERIOR WINDOW WIDTH 4ftU o VENT WIDTH I mWW-I 1/2' m D. L. OPC. 0 f vi a WW-6 1/2' W m Q < N a A 6' MAX. TYP. HEAD/SILL a O O .". Oa O CORNERS N V11 / Sm2 NU giW IL 0 11 / II U N { JI_II_ 11WzLL6 s NTS O Jt7 DQ E SURFACE APPLIED 3 - 48z3 3 n------==- W a E I— a g II ,I FALSE MUN TINS OPTIONAL I I I I \ tt w O , WOIr 24' MAX. TYP. AT HEAD/SILL C+ N o TYPICAL ELEVATION n N pEQUALLEGFRAME) 0 CZLL r o_ IU'25 MAXIM MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS MAX. WDW. LOCK HEIGHT POINTS E7 42 63' 2 3 84' 4 MULTI POINT LOCK BY 'INTERLOCK' ALT. TO CAM LOCKS WIL WDW. LOCK HOGHT POINTS 56' 2 3 74' 74' 4 S- I •• • • • • • • • •• 11 5 f PRODUCT REVISED He? Q J ?' as co plying with the Florida Buildinmg Code Noflliv. 1 T-091 SA 1 r- Expinition Dat.00/26/902$ Al ij o i i i No, 70592 a b 5 OF •(y: drawing no. ALL FRAME AND VENT CORNERS TO BE SEALED WITH GE SILPRUF OR EQUN. FRAME CORNER r--- 2.625 (--2.625 I 766 625 — 1.000 7307 I 2,625 2.625 OBO TYP. 13 5 CORNER KEY 4 CORNER KEY O FLANGE FRAMEO .0' 0 THICK ST. STEEL O .062 THICK ALUMINUM 1 1A EQUAL LEG FRAME ri 1.757 u L875 090 TYP. I 1O O y q S 720 L43B a 6 f g+ g` 0 U IL (u ra n Q VENT (5/16" LAM. GLASS) 0i 0 I 1.757 IS a 0 p ttpp C -aE d 20n L875 090 TYP. 72D a 6 L a 2 5 t 1.43E O N 3 v 16624 2B VENT (INSUL LAM. GLASS) 3 3 U C 1.757 z! w O ITEM FART tt QUANTITY DESCRIPTION MATERIAL MANF./SUPPLM/REMARKS 1 CGI-373 FLANGE FRAME 5063-TS INDALEX OR EQUIV. to CCI-397 4 EQUAL LEG FRAME 6063-TS INDALEX OR EOUN. 2 CGI-378 4 VENT (5/16' TAM. CLASS) 6063-T6 INDALEX OR EOUN. 28 CCI-381 4 VENT (RISUL LAM. GLASS) 6063-T6 INDALEX OR EOUN. 2C CGI-385 4 VENT (7/16' LAM. CUSS) 6063-TS INDALEX OR EDUN. 3 CCI-375 4 OCEE GLAZING BEAD 6063-T5 INDQ-EX OR EQUIV. 3A MI-396 4 SQUARE CUBING BEAD 6063-T5 INDALEX OR EQUIV. 4 4 060 THICK CORNER KEY ALUMINUM 5 6 060 THICK CORNEA KEY ST. STEEL 6 AP-425 AS REQO. FRAME WEATHERSTRIPPING SCHLEGEL APTUS 7 0250-K-190 AS RE00. VENT WEATHERSTRIPPING SCHLECR Q-LON 8 35-10-00-101 2/ VENT 4 BAR HINGE AT TOP AND BOTTOM STEEL TRUTH. ATTACHED W/ (8) #8 X 3/8' SS SMS 9 24-13-00-202 2/ VENT FACE MOUNT LOCK STEEL TRUTH. ATTACHED W/ (2) I6 X 3/8' SMS 9A 1/ VENT MULTI POINT LOCK TRUTH - 9B 1/ VENT MULTI POINT LOCK INTERLOCK 10 2/ VENT 110 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL CGL ATTACHED W/ (2) 110 X 3/8' SS SMS 11 1 OPERATOR (OPTIONAL) STEEL TRUTH, ATTACHED W/ (2) (8 X 3/8' SS SMS 11A 1 OPERATOR (OPTIONAL) STEEL INTERLOCK 12 30175 1 OPERATOR TRACK STEEL TRUTH, ATTACHED W/ (2) #8 X 3/8' SS SMS 13 2/ CORNERI FRAME AND VENT ASSEMBLY SCREWS 10 X 1-1/4' SS SMS A90 TYP. V) L875 ZJ 720 j O N o M 3.438 a 3 J aGZ !L 3' 0- 1.347 0 VENT (7/16' LAM. GLASS) 0 US O ` U r f 754 383 630Y I V-- 3 GQ1.617 3Q CGI-375: OGEE GLAZING STOP 0 4E 753 mW ii 8D8 830 J_— VRODU(geREVISED s17 G- a a0. • s ca n*! g with the Florlda o 0 0 $ uiliing ode ® CGI-396: SQUARE GLAZING STOP ° - tj~o. • 17-0918.11 `V711il ITT/r/ A7 Y P ti ate 10126/2023 JP•' r77i ? , T 8y 3: vcFJ.sF 3 Miam ade Product on _ , 70W - I a 7_ a g G L) ? TL ` • v OF •!(7 rdrawing no. 1/6" ANN. GLASS Saflex Clear And Color INTERLAYERS-{ By 'Eastman Chemical Co.' L .090 Trosifol PVB By 'Kuraray America, Inc.' 1/8' ANN. GLASS SILICONE GE-1200OV995 DOV 899 5/16" NOMINAL GLASS TYPE '2' ANN. GLASS 075' Saflex CP With PET Core By 'Eastman Chemical Co 090" Saflex Clear And Color Glass By 'Eastman Chemical Co.' 0' SentryGks By90Kuroroy America, Inc.' 090" Trosifol PVB By 'Kuraray America, Inc.' 6" ANN. GLASS SILICONE GE-12DODOV995 DOV 899 3/16" HEAT STREN'D CLASS Lp 075' Saflex CP With PET Core \ By 'Eastman Chemical Co.' 090' Saflex Clear And Color Glass INTERLAYERS By 'Eastman Chemical Co.' Z 090" SentryGlas By Kuraray America, Inc.' L n 090' Trosifol PVB 1 R mBy 'Kuraray America, Inc.' O _1 iy N 3/16' HEAT STREN'D GLASS d I 1 1 0 LL li IT' O G'r4 pj SILICONE it II GE-1200 Si ]HIV 995 :j Ij a C C e7 i ! DOV 899 O R, p 7/16" NOMINAL 7/16" NOMINAL GLASS TYPE '3' GLASS TYPE '6' I PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DUALS WT NDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GUSS TYPE '6' WIDTH HEIGHT E. M. (+) TNT. (-) EXT. (+) TNT. (-) EXT. (+) TNT. (-) 20" 24' 28' 30' 32" 36, 40" 42' 36' 110.0 194.3 110.0 195.0 110.0 195.0 110.0 161.9 110.0 195.0 110.0 195.0 110.0 138.8 110.0 195.0 110.0 195.0 110.0 129.5 110.0 195.0 110.0 195.0 110.0 121.4 110.0 195.0 110.0 195.0 107.9 107.9 110.0 195.0 110.0 195.0 97.1 97.1 110.0 195.0 110.0 120.0 92.5 92.5 110.0 120.0 60.0 60.0 20' 24" 28' 30" 32' 35' 40' 42' 42' 110.0 166.5 110.0 195.0 110-0 195.0 110.0 138.8 110.0 1D5.0 110.0 195.0 110.0 118.9 110.0 195.0 1T0.0 195.0 110.0 111.0 110.0 195.0 110.0 195.0 104.1 104.1 110.0 195.0 110.0 120.0 92.5 92.5 110.0 120.0 110.0 120.0 83.3 83.3 110.0 120.0 110.0 120.0 79.3 79.3 110.0 120.0 60.0 60.0 20' 24" 28' 30' 32" 36, 40" 42' 110.0 145.7 110.0 195.0 110.0 195.0 110.0 121.4 110.0 195.0 110.0 195.0 103.8 104.1 110.0 195.0 110.0 120.0 97.1 1 97.1 110.0 1950. 110.0 120.0 91.1 91.1 110.0 120.0 110.0 120.0 80.9 80.9 110.0 120.0 110.0 120.0 72.8 72.8 110.0 12C.0 110.0 120.0 69.4 69.4 110.0 120.0 6).0 60.0 20' 24" 28' 32" 36, 40" 42" 54" 110.0 129.5 110.0 195.0 110.0 195.0 98.0 107.9 110.0 195.0 110.0 195.0 88.2 92.5 110.0 120.0 110.0 120.0 84.4 86.3 110.0 120.0 110.0 120.0 BOA 80.9 110.0 120.0 110.0 120.0 71.9 71.9 110.0 120.0 110.0 12" 64.8 64.8 110.0 120.0 110.0 120.0 61.7 61.7 110.0 120.0 60.0 60.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 SQUARE BEAD - O O t $ OPTIONAL Q' Qa Lo O ALL GLASS TYPES Q W Z W 6 y,Zw_aIpfDQWWsF PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS P NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTILLATION OETALS NO SHUTTERS REQUIRED REFER TO SHEETS 5 TMRU 7 FOR RNSTAUAWN DETAILS WINDOW DIMS. GLASS TYPE '2' GLASS TYPE 'S' GLASS TYPE '8' WINDOW DDtS. GLASS TYPE '2, GIASS TYPE '3' GLASS TYPE MOTH HEIGHT' EXT. (+) TNT. (-) EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) WIDTH HEIGHT EXT. (+) TNT. (-) EXT. (+) 1NT. (-) EXT. (+) 114T. 20' 98.8 112.6 110.0 195.0 110.0 195.0 19-1/8, 110.0 195.0 110.0 195.0 110.0 195.0 g 24" 26-1/2. c o85.8 95.4 110.0 19S.0 11D.0 120.0 110.0 195.0 110.0 195.0 1to.0 195.0 28' 37' 28 0076.7 83.3 110.0 120.0 110.0 120.0 110.0 145.4 110.0 195.0 110.0 195.0 30" 60, 42' Of73.2 77.7 110.0 120.0 110.0 120.0 110.0 128.1 110.0 195.0 I10.0 195,0 70.2 72.8 110.0 120.0 120.0 19-1/8" 110.0 190.6 110.0 195.0 110.0 195.032" 110.0 i -0 01 36" 26-1 2' C p 2 N o64.8 64.8 110.0 120.0 110.0 120.0 110.0 137.5 110.0 195.0 110.0 195.0 60.0 60.0 60.0 60.0 98.5 985 110.0 194.5 110.0 120.037" N N 60.0 60.0 60.0 60.0 86.8 86.8 110.0 120.0 110.0 120.042" 42' 33 20' B6.7 86.7 110.0 195.0 110.0 195.0 19-1/8' 110.0 144.5 110.0 195.0 110.0 195.0 p 3 24' 26-1/2" m C Z U- 73.4 73.4 110.0 120.0 110.0 120A 99.7 104.3 110.0 195.0 110.0 195.0 28' Tr120.0.7 50-5/ 8' H 3 O64.2 64.2 110.0 120.0 110.0 120.0 74.7 110.0 120.0 110.0 120. W. 66" 42' 0 p S d60.6 50.5 110.0 120.0 110.0 120.0 65.8 65.8 110.0 120.0 110.0 120.0 32• 57.5 57.5 110.0 120.0 110.0 120.0 19-1/5" 98.7 104.2 110.0 195.0 110.0 195.0 C) 36, 26-1/2' 63" 60.0 60.0 60.0 60.0 74.9 77.9 110.0 120.0 110.0 120.0 60.0 60.0 6C.0 60.0 60.0 60.0 110.0 120.0 110.0 120.040" 37' 42" 20' 66.4 66.4 110.0 195.0 110.0 120.0 60.0 60.0 Box 60.0 24' 56.1 56.1 110.0 120.0 110.0 120.0 19-1/8" 63.0 63.0 110.0 195.0 110.0 120.0 a 48.9 48.9 110.0 120.0 110.0 120.0 48.6 46.6 110.0 120.0 110.0 120.028, 26-1/2" 74-1/4" 30' 72' 37' c 0 S z ol46.0 48.0 11 D.0 120.0 110.0 120.0 59.8 59.8 59.8 59.6 32" 43.6 43.6 110.0 120.0 110.0 120.0 3Y 77' 56.3 i 56.3 56.3 56.3 R 36, 60.0 50.0 60.0 60.0 yI 32' 76' 60.0 60.0 60.0 60.0 LIMIT MAX. LOADS TO 171.0 PSF WHEN MULTI POINT LOCK BY 'INETRLOCK' 9B A'PRI 36" - - 60.0 60.0 60.0 60.0 IS USED 20" 52.0 52.0 110.0 120.0 110.0 120.0 N 24' 43.8 43.8 110.0 120.0 110.0 120.0 ** SIZE 37" X 7T APP UCABLE TO FLANGE FRAMES ONLY 28" 78" 38.1 110.0 120.0 110.0 12 SEF•SH!ET 1•• 30' 32" l 110.0 60.0 120.0 60.0 60.0 60.0 so. 60.0 R P CY EVISEC oaE.s athe Flrida Cod* 7 1(1111I I1 I /rlpplq l l' no 1 -, 20" 41.5 41.5 110.0 120.0 110.0 12000 NC O •.17-0918,11•.1'A' i I E 24' 34.9 34.9 110.0 120.0 110.0 120.0 VCENSF `V 28" 84" - 1100 120.0 54.5 545 Expiration Data 1D 12023 r!. 32" 511. 2 48Z 51. 2 48. 3 51. 2 46. 3 51. 2 48 lam cl Go I 0592 as' NOTE: 1, Prog n jr- drawing LOAD AREA LIMITS 0!" i ( of •'lV' no. FOR 4j+''••....•' 77/ SiAL1Il`' \ 110.0, -195.0 PSF = 10.00 SQ. FT. sheet 3 of 7 8" TEMP. GLASS AIR SPACE 1/8" ANN. GLASS 075' SoOex CP With PET Core By 'Eastman Chemical Co.' 090" Saflez Clear And Color Glass INTERLAYERS By 'Eastman Chemical Co.' 090' SentryClas By 'Kuraray America, Inc.' 090" Trosifol PVB By 'Kuraray America, Inc.' ANN. CLASS 1/e" TEMP. GLASS jAIRSPACEMP. GLASS. 075` Saflez CP WHh PET Core By 'Eastman Chemical Co.•. 090` Saflez Clear And Color Glass LRIAYERS By 'Eastman Chemical Co.' 090" SsntryGlos By 'Kummy America. Inc.' 090" Tmsifol PVS By Kumray Americo. Inc.' 1/8' TEMP. GLASS 1200GE1200DOW995 DOW 899 XL EDGE SPACER XL EDGE SPACER ST. STEEL BY AJRDINAL' SETTING BLOCKS ST. STEEL BY 'CARDINAL' OR 2/ LIFE ORIXDURASFALBY 'OUAN' 1 . EPDM DURASEAL BY 'DUANE(' OR DUROMETER 85±5 OR SUPER SPACER BY 'QUANEX' 3/4" INSULATED SUPER SPACER BY 'OUANEX' 3/4" INSULATED GLASS TYPE '2A' GLASS TYPE '3A' DOW 899 SETTING BLOCKS 2/ LBE EPDM DUROMETER 85f5 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REOARE9 REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS RECURED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETALS PERFORMANCE VALUES OF DAPACT RESISTANT WINDOWS NO SHUTIFRS NEOMED REFER TO SHEETS 5 THRU 7 FOR WMALATON DETAILS WINDOW DIMS. CIASS TYPE '2A' GLASS TYPE '3A' WINDOW DIMS. GLASS TYPE '2A GLASS TYPE '3A' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WIDTH HEIGHT EXT. (+) I INT. (-) DR. (+) 1NT. (-) WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) 1NT. (-) WIDTH HEIGHT IDM (+) INT. (-) EXT. (+) 1NT. (-) 20' 24' 28' 30' 32' 36" 40' 42' 35" 110.0 j 110.0 194Z 110.0 195.0 20" 24" 25" 30' 32' 30" 40. 42" B0" 98.8 112.6 110.0 195.0 19-1/8' 26-1/2" 37' 42" 26" 110.0 195.0 110.0 195.0 161.9 110.0 195.0 85.8 95.4 110.0 120.0 110.0 203.0 110.0 195.0 110.0 138.5 110.0 195.0 76.7 83.3 110.0 120.0 110.0 145.4 110.0 195.0 110.0 129.5 110.0_ 195.0 73.2 77.7 110.0 120.0 110.0 128.1 110.0 195.0 3F 110.0 121.4 110.0 195.0 70.2 72.8 110.0 120.0 19-1/8' 26-1/2' 37' 42' 38-3/5. 110.0 190.6 110.0 195.0 107.9 107.9 110.0 195.0 64.8 64.8 110.0 120.0 110.0 137.5 110.0 195.0 97.1 97.1 110.0 120.0 60.0 60.0 98.5 98.5 110.0 120.0 92.5 925 110.0 120.0 60.0 60.0 86.8 86A 110.0 120.0 20" 24' 28' 30' 32' 36' 40" 42' 2" 110.0 1665 110.0 195.0 20' 24' 28' 30' 32' 36" 40" 66" 86.7 86.7 110.0 169.0 19-1/e" 26-1/2' W. 42" 50-5/8" 110.0 144.5 11o.0 195.0 110.0 138.8 110.0 195.0 73.4 73.4 110.0 120-0 99.7 104.3 110.0 195.0 1!0. 0 118.9 110.0 195.0 64.2 642 710.0 120.0 74.7 74.7 110.0 120.0 110.0 111.0 110.0 195.0 60.6 60.6 110.0 118.2 65.8 1 65.8 110.0 120.0 104.1 104.1 110.0 120.0 57.5 57.5 110.0 112.2 19-1/8' 26-1/2' 37' 42" 63 96.7 104.2 110.0 195.0 92.5 92.5 110.0 120.0 60.0 50.0 74.9 77S 110.0 120.0 83.3 83.3 110.0 120.0 60.0 80.0 60.0 60.0 110.0 117.0 79.3 79.3 1i0.0 120.0 20' 24" 28' 30' 32' 36' 86.4 66A IImo 120.0 60.0 60.0 20" 24" 28' 30" 32' 36" 40" 42" ae' 110.0 145.7 110.0 195.0 56.1 55.1 109.3 109.3 19-1/8" 26-1/2" 37' 74-1/4' 63.0 63.0 1100 120.0 110.0 121.4 110.0 195.0 48.9 48.9 95.3 95.3 46.6 46.6 90.9 90.9 104.1 104.1 110.0 120.0 46.0 46.0 89.8 89.8 59.5 59.8 97.1 97.1 110.0 120.0 43.5 43.6 85.0 65.0 77' 77' 56.3 91.1 girl 110.0 120.0 60.0 60.0 Ik LIMIT MAX. LOADS TO 1719D PSF • • • • WHEN MULTI POINT LOCK B1•:NETRLgOK' poi IS USED ••"" 000 • • k k SIZE 37' X 77' APPLICABLE TO FLANGE FRAMES ONLY SEE SHEET 1 NOTE: 000 I LOAD/AREA LIMITS • • • FOR +110.0, -120.0 PSF = 16.34 SQ. FT. 4-ttno -105.n PSF = In nn Sn 17T 80.9 80.9 110.0 120.0 32" 36' 76" 60.0 80.0 728 72.8 110.0 720.0 60.0 60.0 69.4 69.4 110.0 120.0 20" 24' 2B' 32" 79" 52.0 5Z.0 101.3 101.3 20" 24" 28" 0' 32' 36" 40. 42" S4, 110.0 129.5 110.0 195.0 43A 43.0 85.4 B5.4 98.0 107.9 110.0 195.0 38.1 38.1 74.3 74.3 92.5 92Z 110.0 120.0 60,0 60.0 84.4 86. 3 110.0120.0 20' 24" 25" 30' 32" 84" 41.5 4i.5 80.8 BO.B 80.9 80.9 110.0 120.0 34.9 34.9 58.0 68.0 71.9 71.9 110.0 120.0 54.5 54.5 64.8 54.8 110.0 120.0 1 51.2 51.2 61.7 1 51.7 110.0 120.0 48.3 4&3 U 0 n n F b W Z % a zN O p V Gp C WwI`= SQUARE BEAD r OPTIONAL C , N gALLGLASSTYPESCmpaoa 0001y0 a WOpf PRODUCT REVISED as complying with the Florida Building Code NDAn lo. 17-0918.11 Expiration Date 10/26202.3 00 Miani ade Product C I u NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION u Bo; t• DECAR4TORY STATEMENT DCA05-DEC-219 A11111111///A Vicert 4 a' r Ll TIBOF drawing nD. omDl;_C1` W98-100 INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES% FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION NT u J___3. 1I'7 1 3/9' I C 2 1/8' v F. 1' MIN 2-1/2' MIN. INSTALLATION TYPE '7' WOOD BUCK TYPE '1' MATERIni• PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 1 3/B' SEALANT x T-- iI 7 a a i BUCK I 2 7/6' INSTALLATION BY OTHERS INSTALLATION TYPE '3' WOOD BUCK TYPE '3' MAC.: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION SEALANT 1' MIN. 2-1/2' MIN. INSTALLATION TYPE '2' WOOD BUCK TYPE '2' TYPICAL ON ALL INSTALLATION DETAIL MATERIAL: PRESSURE TREATED WOODFOURSIDES/USING TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION O m w kk q q METAL STRUCTURES I Q i Nn THK. MIN. w NQILOm O V O aT O 0 6 0 0 j 3 ala. ppt O y Y h N O IDQWJr6Iu.Z"-0 JimaQWWE0 f 1 m b ATTACHMENT TO U 1 METAL STRUCTURES i o O Ci A w 1/8' MIN. TYPICAL ANCHORS z C EE ELEV. FOR SPACING SHEET 6 FOR DESCRIPTIONITQ- O rM<(LV1I_ Z N 4, SEE II1 I rI 3W0 ATTACHMENT TO APPROVED MULLIONS PRODUCT REVISED as C 1111ing with the Florida Building Code Ne 17-0918,11 TYPICAL INSTALLATION DETAIL • • • • • • • • • • tion Date 10/26/2023 ON ALL FOUR SIDES/USING W009 • • • • • • • • sly14am Da a Product C nt T11111111III ALUM CHANNEL • • • • • • • • • • • • 3/4' % 1' % 3/4' X 1/8' 2-1/2' LONG N AT ANCHOR LOCATIONS 70592 i J I • • • • • • • • • • —— g ' U 231] ( WOOD BUCKS NOT BY CGI CORP_, MUST SUSTAIN • • • • • • • • • • • ' O OF l(j drawing no. LOADS IMPOSED BOp" W98-100YGLAZINGSYSTEMANDTRANSFER I ALT. ANCHOR LOCATION 'tpS ••••\` THEId TO THE BUILDING STRUCTIJRE. WITH SHEAR CLIP A/ I Al1E\\\\ i___shset5of 77 SEALANT 2J v T I a v MIN. 1, BUCK INSTALLATION BY OTHERS 1' MIN. INSTALLATION TYPE '4' WOOD BUCK TYPE '4' MATERIAL: PRESSURE TREATED INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 L TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR UESCRIPHON 6/6. I I 1" MIN. 2-1/2" MIN. INSTALLATION TYPE '1FOOD BUCK TYPE '1' MATERIAL PRESSURE TREATED TYPICAL INSTALLATIONDEN ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 8 FOR DESCRIPTION TBUCK 3/ 8" 2 7/ 6" INSTALLATION BY OTHERS INSTALLATION TYPE ' 3' WOOD BUCK TYPE •3' MATTLBIAL' PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE, TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR OESCRIPMN I t 3 Z 1/n MIN. 1' 2- 1/ 2" MIN. INSTALLATION TYPE ' 2' WOOD BUCK TYPE T MATER PRESSURE TREATED TYPICAL INSTALLATION DETAI ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION z ya METAL STRUCTURES 1 / 6' THK. MIN. SO, o 0 ILO t OGy pwm m 0a 0 yNC m O n QWKOF m_ o w QJQW001 p ti n ATTACHMENT TO W n METAL STRUCTURES w o 1 /6' MIN. i Co Fa-: a L_, TYPICAL ANCHORS SEE ELEV. FOR SPACING m N m N n SEE SHEET 6 FOR DESCRIPTION 03 0 3 a ITT I m' CZ I n N 30 • I O it 1 O m I - I I IIIII I I I I ATTACHMENT TO BUCK INSTALLATION BY OTHERS APPROVED MULLIONS Lll" MN. PRODUCTREVISEDas comp) Ing with the Florida INSTALLATION TYPE '4• WOOD 1u 1P_F '4'• ua ng CYdg t OAlo 17-0918. 11 PRESSU. TREAT•D • • c •ratidhDate 10I2612023 TYPICAL INSTALLATION DETAIL • • • • • • 1} 11111I ON ALL FOUR SIDES/ USING W005 • • • • •. • ntIs pia • % O TE OF ..( v drowing no. PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEER 5 FOR DETAILS PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW DAYS. ANCHORS W/O SHEAR CLIP ANCHORS 1TITH SHEAR CLIP WINDOW DIMS. ANCHORS W/O SHEAR CLIP ANCHORS WT171 SHEAR CLIP 1T J7' O.C. AT 10' O.C. AT 17' O.C. AT 10" O.C. AT 17" O.C. AT 1D" O.C. AT 17' O.C. AT 10" O.C. wom HEIGHT EXr.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) EX7.(+)/INT.(-) WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/iNT.(-) EXT.(+)/INT.(-) DR.(+)TINT.(-) 20" 24' 195.0 195.0 154.8 195.0 32' 36" 76' 133.2 195.0 76.4 122.2 195.0 195.0 129.0 172.0 118.4 189.5 67.9 108.6 28' 30, 32" 36" 40" 42' J6, 192.9 195.0 110.6 147.4 20' 24' 28' 30" 32' 78" 195.0 195.0 119.1 190.5 180.0 195.0 103.2 137.6 173.1 195.0 99.2 158.8 158.5 195.0 96.8 129.0 14B.4 195.0 85.1 135.1 150.0 195.0 86.0 114.7 138.5 195.0 79.4 127.0 135.0 180.0 77.4 103.2 129.8 195.0 74.4 119.1 128.6 171.4 73.7 98.3 20" 24' 28" 32' 84" 195.0 195.0 132.7 195.0 20" 24" 28' 30' 32" 36' 40" 42' 42' 195.0 195.0 132.7 176.9 195.0 195.0 110.6 165.9 192.9 195.0 110.E 147.4 165.3 195.0 94.8 1421 165.3 195.0 94-8 126.4 154.3 195.0 88.5 132.7 154.3 195.0 85.5 117.9 ANCHORS 1 ITfO SHEAR CLIP ANCHORS WITH SHF.4R 0 1 t 04 144. 6 192.9 82.9 110.E _ 128. 6 171.4 73.7 98.3 115. 7 154.3 66.3 58.5 110. 2 146.9 63.2 84.2 20" 24' 28' 30' 32' 36, 40' 42' 48' 195. 0 195.0 154.8 193.5 195. 0 195.0 129.0 161.3 192. 9 195.D 110.6 138.2 180. 0 195.0 103.2 129.0 165. 8 195.0 98.8 120.9 150. 0 157.5 86.0 107.5 135. 0 128. 6 158. 8 77.4 96.8 160. 7 73.7 92.1 20' 24' 28' 30' 32, 36" 40" 42' 54' 195. 0 195.0 137.E 195.0 195. 0 195-0 114.7 98. 3 172. 0 171. 4 1 195.0 147.4 160. 0 195.0 11.7 137.6 150. 0 195.0 86.0 129.0 133. 3 195.0 76A 114.7 120- 0 180.0 68.8 1032 114. 3 171.4 65-5 98.3 20" 24' 28" W. 32" 36" 40" 42' 60' 195. 0 195.0 123.8 185.8 180. 0 195.0 103.2 154.8 154. 3 195.0 88.5 132.7 144. 0 195.0 82.5 123.8 135. 0 195.0 1 77.4 116.1 120. 0 180.0 68.8 103.2 108. 0 152.0 61.9 92.9 102. 9 154.3 59.0 88.5 20, 24' I 28" 30" 32' 36' a0' 66' 195. 0 195.0 140.7 195.0 195. 0 195.0 117.3 164.2 175. 3 195.0 100.5 140.7 163. 6 195.0 93.8 131.3 153. 4 195.0 85.0 123.1 136. 4 190.9 7B2 109.5 122. 7 171.8 70.4 98.5 20' 24' 28' 30" 32' 36' 72' 195. 0 195.0 129.0 180.6 187. 5 195.0 107.5 150.5 160. 7 195.0 92.1 129.0 150. 0 195.0 86.0 120.4 140. 6 195.0 90.6 112.9 125. 0 175.0 71-7 1 I.Ol PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW DIPS. ANCHORS W/0 SHEAR CLIP ANCHORS WITH SHEAR CLIP AT 17" O.C. AT 10' O.C. AT 17' D.C. AT 10' O.C. WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/WT.(-) EXT.(+)/TNT.(-) E7(T.(+)/INT.(-) 19- 1/8' 26- 1/2" 37' 26" 195. 0 195.0 149.4 195.0 19510 195.0 107,8 161.8 195. 0 1 195.0 772 115.9 19- 1/8" 26- 1/2" 37' 38- 3/5' 195. 0 1950. 151.9 195.0 191. 2 195.0 109.6 146.1 135. 9 182.6 75.5 104.7 19- 1/8' 26- 1/2" 37" 50- 5/8' 195. 0 195.0 153.5 191.9 193. 2 195.0 110.8 13I S 138. 4 173.0 79.3 99.2 19- 1/8" 26- 1/2' 37" 42' 1 63' 195. 0 195.0 123.3 195.0 155. 3 195.0 89-0 155-8 111. 2 194.6 63.8 111.6 56. 2 98.3 1/ 8' 19-1/8 ' 26- 1/2" 37" 74- 1/4' 0. 8195.0 M117,9. 67.6 108.1 TYPICAL ANCHORS: SEE ELEV. FOR SPACING 114" DIA. KWIK-CON II BY 'HILTI' (Fu-183 KSL Fy-157 KSI) 1/ 4' DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1- 1/2" MIN. PENETRATION IN?0 WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1- 1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1- 1/4" MIN. EMBED INTO CONC. OR MASONRY 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-TS MIN.) STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN, INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCFEIE AN HEA•, SALL OIby1MBS f c - 3000 PSI MIN. C:9R OL•iOVTFjL.ED•BL(:K llAT JAMBS 1 m - 2000 PSI MIN. aP4cOol;Pty gw lyllhaEFDlorlds ``` J j111 IA 1/.7774 8u0mng c a• : P." NOA-No. 17-0918.11 y.. ' Iretlon Data 1012612023 _ No.70592 Yfam atIV Pro uat cilint . OF (( PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHOR: WINDOW DIMS. W!Dh? HEICHf EXT.(-) 20" 110.0 24' 110.0 28, 110.0 30" 36" 110.0 32" 110.0 36" 110.0 40. 105.8 42' 97.0 20' 110.0 24" 110.0 28" 1 D6.9 30" 103.5 32" 42" 100.7 36' 97.0 40" 95.2 42" 95.0 20" 110.0 24' 110.0 28' 110.0 30' 4B" 110.0 32" 109.1 36" 103.5 40" 99.8 42' 95.0 20" 110.D 24" 110.0 28" 99.5 30, 54' 95.5 32' 91.9 36" 86.2 40. 82.2 42" 80.6 20" 110.0 24. 97.0 1 28" 86.B 1 30, 60„ 82.8 1 32' 79.4 1 36" 73.9 1 40" 60.0 42" 60.0 20, 110.0 1 24" 101.8 1 1. 95.9 1 30' 66, 91.3 1 32" 672 36' 60.0 1 1 40" 60.0 1 20" 110.0 1 24" 97.0 1 28" 86.0 1 30, 72. 81.7 1 32' 77.9 1. 36' 60.0 E INT.( 20.0 17.9 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIMS. EXT.(+) INT.(-) WIDTH HEIGHT 20' 24" 28' 30" 32" 36" 76" 105.8 120.0 90.9 120.0 80.5 110.3 76.3 1D4.7 60.0 60.0 60.0 60.0 20' 24" 28" 30" 32" 78" 102.7 120.0 88.2 120.0 77.9 120.0 73.9 101.3 60.0 60.0 20" 24" 28" 84" 30' 32" 110.0 120.D 97.0 120.0 B5.5 117.3 60.D 60.0 60.0 60.0 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIMS. EXT.(+) INT.(-) WIDTH HEIGHT 19-1/8' 26-1/2' 37' 42" 26, 110.0 195.0 110.0 195.0 110.0 184.2 110.0 152.4 19-1/8" 25-1/2" 37" 42' 38-3/e" 110.0 195.0 110.0 172.6 110.0 150.3 95.7 120.0 19-1/8" 26-1/2" 37" 42" 50-5/e" 110.0 195.0 110.0 154.7 120.0 89.8Bfl.B 120.0 19-1/8" 26-,1/2" 37' 42' 63, 109.3 149.9 84.8 116.2 67.9 93.1 60.0 60.0 19-1/8" 26-1/2" 37' 74-1/4' 110.0 154.8 86.4 118.5 60.0 60.0 19-1 /8. 26-1/2' 37, 76' 109.9 120.0 84.0 115.2 60.0 60.0 19-1/8" 26-1/2" 37' 77' 108.3 120.0 82-7 113.4 60.0 60.0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING A - 1/4' D64. KWIK-CON II BY 'HILTI' (Fu=163 KSI, Fy=157 KSI) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY B - ,1 /4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI. Fy-155 K51) DIRECTLY INTO CONC. OR FILLED BLOCK 1-1/4" MIN. EMBED INTO CONCRETE 2-1/4" MIN. EMBED INTO GROUT FILLED BLOCKS C - #14 S (GRADE 2 CRS) INTO 261 WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2' MIN. INTO WOOD STRUCTURE = 1" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2D00 PSI MIN. ALUMINUM BUCK FRAMING DETAILS REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACITIES USE LOWER APPLICABLE VALUES. 114 SMS AT 6" FROM ENDS 17' O.C. MAX. AT JAMBS 24" O.C. MAX. AT HEAD/SILL 3 a w a I "TYPICAL ANCHORS TYPE 'A' OR 'S' AT 6' FROM ENDS AND 2 1/2" MIN. I 17" O.C. MAX. AT JAMBS EDGE DIST. 17" O.C. MAX. AT HEAD/SILL INSTALLATION TYPE '5' 14 SMS AT 6" FROM ENDS 17" O.C. MAX. AT JAMBS 24' O.C. MAX. AT HEAD/SILL INSTALLATION TYPE '6' 213Y WOOD BUCK OR WOOD STRUCTURES TYPICAL INSTALLATION DETAIL PRODUCT REVISED ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEM as comprng with the Florida eulldln9 ode NOA-No. 17-0918.11 Ex Imtlon Date 10/2612023 TYPICAL ANCHORS TYPE 'C' AT 6" FROM ENDS AND 17' O.C. MAX. AT JAMBS 24' O.C. MAX. AT HEAD/SILL 2.500--{ • • • • • • • • BY. 845 I • 65• • • • 0,Mit 06f5 .50 • 92 p- • • • • • • • 562 •• • 001'1, 50 • • •• L- ElU IY 125r- ALUMINUM BUCK OP:IONAL 42VCR • • • • • C•.. 6063- T6 • • 6089-T • • • •u,"l Z m G S W QIL OJO` WmILC 81ym cy O P1 Frm0 aoFa oopp 0 • CiK d Q: mwOJ n Q um1 ^p J YZQIW Q W m 2 h m g6 1 1- o i drawing no. EEbG Environmental Services, LLC March 19, 2018 EE&G Project # 2018-2173 Mr. Nihar A. Patel 1199 NE 102"d Street Miami Shores, FL 33138 Subject: Asbestos Pre -Renovation Survey Single Family Residence 1199 NE 102"d Street Miami Shores, Florida 33138 Dear Mr. Patel: 5751 Miami Lakes Drive Miami Lakes, Florida 33014-2417 Tel (305) 374-8300 Fax (305) 374-9004 www.eeandg.com EE&G Environmental Services, LLC (EE&G) was retained by Nihar A. PateljCAi>nt) tb•cor tluct an asbestos survey of the single family residence (Subject Area) building•kx)a ted at 1109 NE 102"d Street in Miami Shores, Florida. The survey was performed on Marc; 14, 2018:by JIVam Aguiar of EE&G (certified under the Asbestos Hazard Emergency ResponsO Act,.(AHERA). The purpose of this asbestos survey was to identify the presence, extent, and condition of AD<Stos- containing materials (ACM) that may be impacted as a result of planned renovations for compliance with the Environmental Protection Agency (EPA) National Emissions Standards for Hazardous Air Pollutants (NESHAP), Miami -Dade County and applicable State and Federal Guidelines. METHODS The specified interior and exterior building materials were inspected for suspect ACM, unless otherwise noted. Each observed suspect material was described and sampled. Samples were collected according to procedures established by EPA in 40 CFR 763. Samples were sent to EMSL Analytical, Inc. in North Miami Beach, Florida for analysis. Upon arrival at the laboratory, the samples were logged -in and stored for analysis. Analyses were performed using the polarized light microscopy (PLM) method of asbestos detection using guidelines and procedures established in the Method for the Determination of Asbestos in Bulk Building Materials (EPA-600/R-93-116 July, 1993). Results were provided as percent (%) asbestos by volume. Samples found to contain greater than 1% asbestos were considered positive and listed as ACM. LIMITATIONS OF SURVEY This asbestos inspection report has been prepared by EE&G in a manner consistent with industry standards exercised by members of the profession practicing under similar conditions. No other warranty, expressed or implied is made. The intent of this survey report is to assist the owner or client in locating ACM. Under no circumstances is this survey to be utilized as a proposal or a project specification document without the expressed written consent of EE&G. The survey was conducted to identify suspect ACM in accessible interior and exterior areas of the subject area. If other areas at this location are to be impacted during planned or future renovations, a separate asbestos survey of these areas will be required. Some ACM may not have been discovered due to inaccessibility or missing/incomplete plans. Suspect materials discovered subsequent to the issue of this survey report should be sampled and analyzed to determine asbestos content and to initiate appropriate responses. Miami Melbourne Orlando Tampa Mr. Nihar A. Patel March 19, 2018 Page 2 Analyses were carried out by PLM. While the most commonly accepted analytical method for detecting asbestos in bulk materials, PLM is known to have limited resolution and may not detect extremely small asbestos fibers. Certain materials, notably vinyl floor tiles, may contain extremely fine asbestos fibers that are beyond the resolution of PLM. EE&G's interpretations and recommendations are based upon the results of sample collection and analyses in compliance with environmental regulations, quality control and assurance standards, and the scope of work as indicated in EE&G's proposal. The . esyjts, conclugions, ... and recommendations contained in this report pertain to conditions observed oat;the tiroe.ot the .' survey. Other conditions elsewhere in the subject building(s) may differ. from those in: the • • • • : • inspected/surveyed locations and, such conditions are unknown, may che"66-over time, and have not been considered. 000000 ' This report was prepared sole) for the use of EE&G's client, and is not inte Fc;j4for u third 00• P P P Y P. Y. .....0 party beneficiaries. The client shall indemnify and hold EE&G harmless agJ9iOSt Jiability for loss .' arising out of or relating to reliance by a third party on work performed tKeebundor, or the ••••:• contents of this report. EE&G will not be held responsible for the interpretation or use;;; others of data developed pursuant to the compilation of this report, or for use of segMgated pdrtiohs of ' ' this report. 00 SURVEY AREA DESCRIPTION AND OBSERVATIONS Single Family Residence —1199 NE 102"d Street, Miami Shores, FL The interior walls and ceiling were observed to be finished with painted wall plaster and drywall. The floor was observed to be finished with ceramic tile and wood laminate over terrazzo. The heating, ventilation and air conditioning (HVAC) ductwork was observed to be fiberglass insulated metal and fiberglass flex duct. No suspect HAVAC mastic was observed. Plumbing components were observed not to be insulated with suspect material. At the time of the survey, no renovation plans were available for review by EE&G. As such, EE&G designed this survey to include and be limited to sampling of the interior walls, floors, ceilings, windows. HVAC ducts, plumbing components, and exterior walls. According to county records the building was built in 1950 and is approximately 2,787 square feet. RESULTS The results of the PLM analyses and assessment of suspect ACM are as follows: Asbestos -containing materials (ACM) ACM was not identified in the materials sampled that may be impacted by the planned renovations. 1199 NE 102 STREET ASB REPORT. DOCX Mr. Nihar A. Patel March 19, 2018 Page 3 Nonasbestos-containing materials Asbestos was not detected in the following materials: Wall plaster (Plaster board). Grey exterior wall stucco. White exterior window caulking. The original laboratory report is attached CONCLUSIONS ACM was not detected in the samples collected within the subject areas.of the singlA f*Vnily residence; therefore, no further asbestos -related action is required at this tirnV:'If othel- specific areas at this location are to be impacted during planned renovations or fului:e HenovatlMir an asbestos survey of these areas will be required. Suspect materials dlo 09 red after this inspection (should be sampled and analyzed to determine asbestos coOtertt end to initiate appropriate responses. :*** 0* Notification to the Miami -Dade County Department of Regulatory and Economic Retbdrees DRER) of intent to renovate is not necessary, however, the general contractor should have a copy of this survey at the site during the entire project as proof of compliance with 40 CFR 61 NESHAP). EE&G appreciates the opportunity to provide you with environmental consulting services. If you have any questions or require further clarifications, please do not hesitate to contact us at (305) 374-8300. Sincerely, Certified AHERA Building Inspector Senior Project Professional, EE&G Attachments Reviewed by Jay W. Sall, CIH IH Practice Director, EE&G Asbestos Consultant #AX0000011 0 0 0 0 . 1199 NE 102 STREET ASB REPORT.DOCX Mr. Nihar A. Patel March 19, 2018 Attachments PLM LABORATORY RESULTS 1199 NE 102 STREET ASB REPORT.DOCX EMSL Analytical, Inc. 19501 NE 10th Ave. Bay AN. Miami Beach, FL 33179 Tel/Fax: (305) 650-0577 / (305) 650-0578 http://www.EMSL.com / miamilab@emsl.com Attention: Hiram Aguiar EE&G 5751 Miami Lakes Drive East Miami Lakes, FL 33014 Project: 1199 NE 102 Street EMSL Order: 171801485 Customer ID: EEG50 Customer PO: Project ID: Phone: 305) 710-6124 Fax: 305) 374-8301 Received Date: 03/15/2018 9:50 AM Analysis Date: 03/15/2018 Collected Date: 03/14/2018 Test Report: Asbestos Analysis of Bulk Materials via EPA 600IR-931116 Method using Polarized Light Microscopy 0000 Non -Asbestos • • • Albestos ' • Sample Description Appearance h Fibrous %Non -Fibrous • • • • • • Type • " • " 1 Wall Plaster System Gray/White 100% Non -fibrous (CtRerj 00 P%ne Detect L • • • Non -Fibrous 0 171801485-0001 Heterogeneous 0000 2 Wall Plaster System Gray/White 100% Non -fibrous (OW(jr 0 MAP• Detected"' Non -Fibrous 0000 """ 171801485-0002 Heterogeneous 000000 3 Wall Plaster System White 100% Non -fibrous ((ther) • Nolte Detected" • •' Non -Fibrous 171801485.0003 Homogeneous 0 ; 0 • • • ; 4 Exterior Stucco Gray 100% Non -fibrous (Other) Ane Detected Non -Fibrous 171801485-0004 Homogeneous 5 Exterior Stucco Gray 100% Non -fibrous (Other) None Detected Non -Fibrous 171801485-0005 Homogeneous 6 Exterior Window White 100% Non -fibrous (Other) None Detected Caulking Non -Fibrous 171801485-0006 Homogeneous 7 Exterior Window White 100% Non -fibrous (Other) None Detected Caulking Non -Fibrous 171801485-0007 Homogeneous Analyst(s) Joe McOscar (4) Ronald Alvarez (3) Kimberly Wallace, Laboratory Manager or Other Approved Signatory EMSL maintains liability limited to cost of analysis. This report relates only to the samples reported and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client. This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST or any agency of the federal government. Non -friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis. Samples received in good condition unless otherwise noted. Estimated accuracy, precision and uncertainty data available upon request. Unless requested by the client, building materials manufactured with multiple layers (i.e. linoleum, wallboard, etc.) are reported as a single sample. Reporting limit is 1 % Samples analyzed by EMSL Analytical, Inc. N. Miami Beach, FL NVLAP Lab Code 200204-0 Initial report from: 03/15/2018 17:22:28 ASB_PLM_0008_0001 - 1.78 Printed: 3/15/2018 5:22 PM Page 1 of 1 OrderID: 171801485 E E G Environmental Services, LLC 5751 5751 Miami Lakes Drive Miami Lakes, Florida 33014 BULK TRANSMITTAL FORM CHAIN OF CUSTODY CLIENT: Nihar Patel PROJECT: 1199 NE 102 Street CLIENT CONTACT: PROJECT NUMBER: DATE COLLECTED: -3 Y / PHASEITASK: Survey • • • • • s •• •: DATE SENT: DATE VERBAL NEEDED:_24eiQpr41 STOP AT FIRST POSITIVE: _YV (circle one) DATE WRITTEN NEEDED: *'00** SAMPLE PREFIX 0.. SAMPLE NUMBER 1, COLOR White SAMPLE DESCRIPTION Wall plaster system PANU E LOCATION .' Lms ' e — 0 i, Dinir z. 3. SW Bathroom ' • •' •' 4. G Exterior Stucco Kitchen door 5. Vfy Dining 6. l. Exterior window caulking Ste,/ 7. 1y Dining 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. CHAIN OF CUSTODY: DATE/TIME PRINT NAMEISIGNATURE Hiram A uiar i 3 5 S d' cie ln.cL QUA C= Collection T= Transportation A= Analysis PURPOSE C T C T A C T A Mr. Nihar A. Patel March 19, 2018 Attachments INSPECTION PHOTOGRAPHS 1199 NE 102 STREET ASB REPORT.DOCX Mr. Nihar A. Patel March 19, 2018 Attachments Photo 1: Subject residence at 1199 NE 1 Street, Miami Shores, FL. 0000 00600 Photo 2: Typical interior view of the residence scheduled for renovations. 1199 NE 102 STREET ASB REPORT. DOCX Mr. Nihar A. Patel March 19, 2018 Attachments Photo 3: Original terrazzo floor underneath ceramic tile and wood laminate. Photo 4: No asbestos detected in wall plaster sampled. (Bedroom wall to be impacted during renovations) 1199 NE 102 STREET ASB REPORT.DOCX Mr. Nihar A. Patel March 19, 2018 Attachments Photo 5: Typical ductwork observed during this inspection. Photo 6: No asbestos detected in exterior window caulking and wall stucco sampled during this inspection. 1199 NE 102 STREET ASB REPORT.DOCX Mr. Nihar A. Patel March 19, 2018 Attachments CERTIFICATES c• • 1199 NE 102 STREET ASB REPORT.DOCX 0 0 1 41370.4898CERT/BIR 900 N.W. 5TH Avenue, Fort Lauderdale, Florida 33311 (954) 524-7208 This is to Certify that Processed By: Fir vna To Authentic ertifica ' I IIIII IIIII III`) IIIII IIIII IIIII IIIIII III `- www.seagulltraining.co X X X— X X— 0 1-800-966-9933 " 11042 NW, Hialeah, FL 33012 has successfully completed an Englis r}} l`j3•. iI c!'liallfSlla?J LJ15 ' 3t1i :1 1J11Jt U il tttt .S'-i1 1y6:g'flq" 5 7-Apr-17 TO 7-Apr-17 AF . AND CRIM S FOR MAKING OR 4 •` . ON OF FALS tMENTS OR a TIiS ( 18 u. SNP2615), 1 IFFY 1 Meets state requirements of FL49-0001020/CN-0006273 and UT (6.0 core). RE s OF TRLE E -roxl NTROL FRO745 /RR 4 JGA81.E STATE, OR E 1E NDAAC Provider #451 Trainer(s): Mark Knick / 3' • q g jTraininAddress: 900 NW 5 AV, Fort Lauderdale, FL, 33311 'u1i111t` Successful course completion based on exam score on: 04/07/17 1'Aes F. Stump, Course Sponso This Certificate Expires: •: • Ce$tgiiai Number• II IIII) IIIII I I I 6 il 6 III III t ii IIIII IIII i ii iii iiii Fiji i ii iii IIIII ii •. • ..: •.: •. • ::.. • 7- Apr- 18 0 4/ 0 7 / 1 8 ••• •Course Number: SE171409 C) N 1-- W T 0: 0 • • • • • • G D STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ASBESTOS LICENSING UNIT 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 SALL, JAY WALTER EE & G ENVIRONMENTAL SERVICES LLC 5751 MIAMI LAKES DRIVE MIAMI LAKES FL 33014 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfioridalicerise.com. There you can find more information about our divisions and the regulations that impact. you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! RICK SCOTT, GOVERNOR LICENSE NUMBER 11111 850) 487-1395 I STATE OF FLORIDA ' DEPARTMEN,T'Oli,BUSINES$A"I3- PROFE8SI0N$L,11(3.11 ATION• AX0000011 ISSUED 10/25720 C I ASBESTOS C(jNSUL-yT`A SALL; JAY WALTER .,' " ,,rr^^ c ' EE & G ENVIRONMENT L-SERVICESSLLC IS LICENSED under the provisions of Ch.469 FS. Expiration dale ' N0V:3), 2019 L1610250005421 17:40[yTL4:L= KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ASBESTOS LICENSING UNIT The ASBESTOS CONSULTANT Named below IS LICENSED Under the provisions of Chapter 469 FS. - Expiration date: NOV 30, 2018 x -7-{ 0 ', i`% 4 Qvr SALL, JAY WALTER EE & G ENVIRONMENTgL,Sf RVICES LLC 2922FLAMINGO DRIVE MIAMI BEACH,,--- F_L,33140— F 1``,. • 1 .. t , • s ems. f ._ ` + ISSUED: 10/25/2016 DISPLAYAS REQUIRED BY LAW SEQ# L1610250005421 on 5/8/2418 Miami -Dade Official Records - Print Document CFN: 20180106403 BOOK 30871 PAGE 1784 DATE:02/22/2018 10:47:20 AM DEED DOC 4,650.00 HARVEY RUVIN, CLERK OF COURT, MIA-DADE CTY Prepared by: Laura Bourne Burkhalter, Esq. Laura Bourne Burkhalter, P.A. 201 N.E.95th Street Miami Shores, FL 33138 Return to: Core Title, LLC ' •' Broward Financial Centre • 500 Broward Boulevard, Suite 1820 . ; . • Ft Lauderdale FL 33394 .... Folio No.:11-3205-019-0010 • • • • • • • • • • f Spsce Above This Liao For Recording Data1 • • • Warranty Deed ' This Warranty Deed made this 110 day of February, 2018, between IRIS L. GOMEZ, an unmarried woman, whose post office address is 11111 Biscayne Blvd., Phase I Bldg, Apt. 2115, Miami, Florida 33181, grantor, and NIHAR PATEL and ANELIA SHAHEED, husband and wife, whose post office address is 1199 N.E. 102nd Street, Miami Shores, FL 33138, grantees: Whenever used herein the terms "grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives, and assigns of individuals, and the successors and assigns of corporations, trusts and trustees) Witnesseth, that said grantor, for and in consideration of the sum of TEN AND N0/100 DOLLARS 10.00) and other good and valuable considerations to said grantor in hand paid by said grantees, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantees, and grantees' heirs and assigns forever, the following described land, situate, lying and being in Miami -Dade County, Florida to -wit: Lot 1 in Block 175 of REVISED PLAT OF MIA H SHORES SECTION 8, according to the Plat thereof as recorded in Plat Book 43, at Page 67, of the Public Records of Miami -Dade County, Florida, together with the improvements thereon and the appurtenances thereto. Property Address: 1199 N.E.102nd Street, Miami Shores, FL 33138 Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. DwbbTknO https://www2.miami-dadeclerk.com/0fficialRecords/PrintDocument.aspx?QS=YaoUfOzxry2Zn5hruSQGLcrb2ZY989Fl8jODNVkYWgizl TgX6hMM5tcsAHGFu8Oq 5/8/2,118 t Miami -Dade Official Records - Print Document L CFN: 20180106403 BOOK 30871 PAGE 1785 And the grantor hereby covenants with said grantees that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2017. In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. Signed, sealed and delivered in the presence of: • Witness: Cecilia L. Swift IRIS L. MEZ ' " ' **:s ee 11111 Biscayne Blvd., Phase 1 gldg='pt. 21 • Miami, Florida 33181 • Witn s: '..' .. :.... STATE OF FLORIDA ) ss: COUNTY OF MIAMI-PADE ) I HEREBY CERTIFY, that on the aforementioned day, before me, an officer duly authorized in the State aforesaid in the County aforesaid to take acknowledgements, personally appeared IRIS L. GOMEZ, an unmarried woman, who is personally known to me, or has produced Florida DL as identification to be the person described in and who executed the foregoing instrument and she acknowledged before me that she executed the same and did take an oath. WITNESS my hand and official seal in the aforesaid County and State this a day of February, 2018. My Commission Expires: NOTARY PUBLIC STATE OF FLOfOA AT LARGE Name: Cecilia L. Swift a`;:".'•':; CECUA L SWIFT MY COMMISSION it FF 177045 EXPIRES: Mardi 13, 2019 f' aosndA~ BwdedThroaudxlNobrySeMca Wamuty need - Page 2 DoubleMMO https://www2.miami-dadecierk.com/OffiicialRecords/PrintDocument.aspx?QS=YaoUfOzxry2Zn5hruSQGLcrb2ZY989Fl8jODNVkYWgizl TgX6hMM5tcsAHGFu8Oq 5/8/209 8 Miami -Dade Official Records - Print Document CFN: 20180106403 BOOK 30871 PAGE 1786 MIAMI SHORES VILLAGE Building Department 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305-795-2204• Fax: 305-756-8972 Permit No. REOC-1PM234 00*400 Certificate of Re -Occupancy ;;;; o.o Address: 1199 NE 102 Street 000*0 City: Miami hones .. . State: FL Zip: 33138-2649 This certificate verifies that the reference property has been inspected by Miami Shores Village and has been determined to presently comply with schedule of regulations of Miami Shores Land and Development Code pertaining solely to the requirement that each one -family dwelling is used and intended to be used for a one -family dwelling purpose only; however, this certificate does not constitute any representation or warranty as to the condition of the dwelling or other structures on the premises described herein, or any aspect of such condition, and interested persons are advised and encouraged to make their own inspections of the premises in order to determine the condition thereof. https://www2.miami-dadecierk.com/OfficialRecords/PrintDocument.aspx?QS=YaoUfOzxry2Zn5hruSQGLcrb2ZY989Fl8jODNVkYWgizl TgX6hMM5tcsAHGFu8Oq 1N4AP OF BULTNDARY SURVEY D NORTH SCALE: 1 "=30' LOT2 BLOCK 175 FIP 1 N / 0 0 FIP 1/2" NO P o ' " ` ' 30.8' NO CAP ° v 16' 3 p70 ? r c o 0 3j50 AIC v 40.0' 80.0' 4 ONE STORY CBS RES # 1199 7.7' LOT 10 BLOCK LOT 1 OCK 175 S 24.8p• BLOCK 175 Q= 33.4' 7.9' `iq4 v 91 q lot Lca. II FIP 1/2" !00'00 112.80' 17.20' -- ' NO CAP IP 1/2" CAP 3>.50' 0 N O 0n 27 ASPHALT PAVEMENT NE 102ND STREET eoB.N90 75' RIW _ LEGEND CII IIICATE III Ail-M111. 1 L8-.23 ABBREVIATIONS: Survey Pros, Inc. A = ARC DISTANCE AC = AIR CONDITIONER PAD 8306 MILLS DRIVE SUITE 148, MIAMI, FL. 33183 BCR = BROWARD COUNTY RECORDS Tel: 305.767.6802 BLDG = BUILDING BM = BENCH MARK www. su rvey-pros _ cam BOB = BASIS OF BEARINGS CBS = CONCRETE BLOCK & STUCCO C) = CALCULATED LOCATION MAP: C& G = CURB & GUTTER NOT TO SCALE CLF = CHAIN LINK FENCE COL = COLUMN D. E. = DRAINAGE EASEMENT_.,,,;.,-= D. M.E. = DRAINAGE & MAINTENANCE EASEMENT r, .. £ D/ W = DRIVEWAY EB = ELECTRIC BOX 3 ''•/'FI` ENC. = ENCROACHMENT EP = EDGE OF PAVEMENT EW = EDGE OF WATER FDH = FOUND DRILL HOLE 175 FF = FINISHED FLOOR ELEVATION FIP FOUND IRON PIPE (NO ID) e / h 9 FIR = FOUND IRON ROD (NO ID) t « FN = FOUND NAIL (NO ID) FPL = FLORIDA POWER & LIGHT r =• to?'? 57". I!r-.. • TRANSFORMER PAD err•' •••••• i L.E. = LANDSCAPE EASEMENT L. M.E. = LAKE MAINTENANCE EASEMENT Y - - • + •5 - , • / • • • • M) = MEASURED PROPERTY ADDRESS: • MDCR = MIAMI-DADE COUNTY RECORDS MH = MAN HOLE ML = MONUMENT LINE 1199 NE 102ND STREET, MIAMI SHORES! TL! "138 • • • • r P) = PLAT s • • • • PB = PLAT BOOK PC = POINT OF CURVATURE PCP = PERMANENT CONTROL POINT PE = POOL EQUIPMENT PAD LEGAL DESCRIPTION: • • • • PG = PAGE PI = POINT OF INTERSECTION LOT 1, BLOCK 175, OF REVISED PLA? tF %'AMI SHORES, tPM)tN 8, ACC(%51 EG• I4 PL - PLANTER THE PLAT THEREOF, AS RECORDED alrAb of i aBOOK 43, PAGE 67, OF THE PLWUC POB = POINT OF BEGINNING RECORDS OF MIAMI-DADE COUNTY, F[ORID0k. • • POC = POINT OF COMMENCEMENT PRC = POINT OF REVERSE CURVATURE PRM = PERMANENT REFERENCE MONUMENT PT = POINT OF TANGENCY R = RADIUS DISTANCE FLOOD ZONE INFORMATION: • • • R) = RECORD R/ W = RIGHT-OF-WAY BASED ON THE FLOOD INSURANCE RATE MAP OF THE FEDERAL EMERGENCY RES = RESIDENCE S SIPSIP LB#8023 MANAGEMENT AGENCY ON 09/11 MNETCYR/ 09 AND INDEX MAP REVISED ON SND = SET NAIL & DISK LB#8023 09/11/09 THE GRAPHICALLY DEPICTED BUILDING(S) SHOWN ON THIS MAP OF STL = SURVEY TIE LINE SURVEY IS WITHIN ZONE X. BASE FLOOD ELEVATION UZ9 COMMUNITY NAME & SWK = SIDEWALKTYP) = TYPICAL NUMBER MIAMI SHORES 120652 MAP & PANEL NUMBER 12086CO306 SUFFIX L UB = UTILITY BOX SURVEYOR'S NOTES: U.E. = UTILITY EASEMENT W/F = WOOD FENCE 1. ELEVATIONS WHEN SHOWN REFER TO 1929 NATIONAL GEODETIC VERTICAL DATUM NGVD 1929). ' 2. NO ATTEMPT WAS MADE TO LOCATE FOOTINGS/FOUNDATIONS, OR UNDERGROUND SYMBOLS: OT = TELEPHONE RISER UTILITIES UNLESS OTHERWISE NOTED. 3. THE LANDS SHOWN HEREON HAVE NOT BEEN ABSTRACTED IN REGARDS TO CABLE TV RISER MATTERS OF INTEREST BY OTHER PARTIES, SUCH AS EASEMENTS, RIGHTS OF WAYS, WATER METER RESERVATIONS, ETC. ONLY PLATTED EASEMENTS ARE SHOWN. X 0. 00 = ELEVATION 4. THIS SURVEY WAS PREPARED FOR AND CERTIFIED TO THE PARTY(IES) INDICATED 00') = ORIGINAL LOT DISTANCE HEREON AND IS NOT TRANSFERABLE OR ASSIGNABLE WITHOUT WRITTEN CONSENT OF 4 = CENTRAL ANGLE THIS FIRM. 5. THE INTENT OF THIS SURVEY AS COMMUNICATED BY THE CERTIFIED PARTIES IS CENTER LINE FOR REAL-ESTATE TRANSACTION OR MORTGAGE REFINANCING, THIS SURVEY IS NOT WV TO BE USED FOR ANY OTHER PURPOSE OR PARTY(IES) WITHOUT THE WRITTEN tti tt = WATER VALVE AUTHORIZATION OF THIS FIRM. v 6. THIS SURVEY IS NOT INTENDED FOR NEITHER DESIGN NOR CONSTRUCTION CURB INLET PURPOSES, FOR THOSE PURPOSES, A TOPOGRAPHIC SURVEY MAY BE REQUIRED. 7. ALL BOUNDARY LIMIT INDICATORS SET ARE STAMPED LB# 8023. HYDRANT 8. THE BOUNDARY LIMITS ESTABLISHED ON THIS SURVEY ARE BASED ON THE LEGAL 4FIRE yDESCRIPTIONPROVIDEDBYTHECLIENTORITSREPRESENTATIVE. 0 = LIGHT POLE 9. FENCE OWNERSHIP IS NOT DETERMINED. 10. ADDITIONS OR DELETIONS TO THIS SURVEY MAP AND/OR REPORT BY SOMEONE a = CATCH BASIN OTHER THAN THE SIGNING PARTY(IES) IS PROHIBITED WITHOUT WRITTEN CONSENT OF Q = UTILITY POLE THE SIGNING PARTY(IES). O = DRAINAGE MANHOLE BEARINGS WHEN SHOWN ARE TO AN ASSUMED MERIDIAN AND BASED ON PLAT. 11rIN LINEOFNW55THSTREETBEARSN90'00'00"E. O = SEWER MANHOLE ED TO: IRON FENCEWOODFENCE AHEED AND NIHAR PATEL CHAIN LINK FENCE LLC= OVERHEAD UTILITY WIRE ERICAN TITLE INSURANCE COMPANY F-1 Fl XE MORTGAGE CORPORATION ASPHALT CONCRETE PAVERS TILES COVER l: SURVEYOR' S CERTIFICATE: I HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS RECENTLY SURVEYED AND DRAWN UNDER MY DIRECTION AND MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA STATE BOARD OF SURVEYORS AND MAPPERS IN CHAPTER 5pl- FLORIDA AD INISTRATIVE CODE PURSUANT TO SECTION 472.027 FLORIDA STATUE. i/ AUTHENTIC COPIES OF THIS SEAL SURVEY SHALL BEAR THE ORIGINAL SIGNATURE AND RAISED SEAL OF THE ATTESTING REGISTERED SURVEYOR AND MAPPER NICOLAS DEL VENTO PROFESSIONAL SURVEYOR & MAPPER STATE OF FLORIDA LIC. # 6945 DATE OF FIELD WORK: 12128117 0B#. 17122745 DRAWN BY. NICK CAD FILE. PATEL SHEET 1 OF 7 r U.S. DEPARTMENT OF HOMELAND SECURITY OMB No.1660.0008 r Federal Emergency Management Agency Expiration Date: November 30, 2018 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Cesw all oaaas of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owners Name Policy Number: NIHAR PATEL A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Company NAIC Number: Box No. 1199 NE 102ND STREET Cfly State ZIP Caste • MIAMI SHORES Florida 331s8 •; • • • • ... . A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) • • • • .. . MDCR MIAMI SHORES SEC 8 REV PS-43-67 LOT 1 BLK 175 A4. Building Use (e.g.. Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL • • , , • • • • • • "" A5. Latitude/Longitude: Lat. N250 52' 11.26" Long. W80' 10' 22.53" Horizontal Datum: ©-1% 1927 01VAD 1983 AS, Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. . ; •' • • • A7. Bullding Diagram Number 18 • AS. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) NIA sq it b) Number of permanent flood openings in the Ciawlspace or enclosure(s) within 1.0 foot above adjacent grade N/A c) Total net area of ftcod openings in AS.b NIA sq in d) Engineered flood openings? Yes 0 No A9. For a building with an attached garage: a) Square footage of attached garage 506.00 sq ft b) Number of permanent flood openings In the attached garage within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A sq In d) Engineered flood openings? Yes x1 No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP Community Name & Community Number B2. County Name B3. State MIAMI SHORES 120652 MIAMI-DADE Florida 84. Map/Panel 85. Suffix 136. FIRM Index 87. FIRM Panel 88. Flood 89. Base Flood Elevation(s) Number Date Effective/ Zone(s) Zone AO, use Base Flood Depth) Revised Date 12086CO306 L 09-11.2009 09-11.2009 X NIA B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 89: FIS Profile x FIRM Community Determined Other/Source: 811. Indicate elevation datum used for BFE in Item 89: NGVD 1929 x NAVD 1988 Other/Source: 812. Is the building located to a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes 0 No Designation Date: CBRS OPA FEMA Form 086.0-33 (7/15) Replaces all previous editions. Form Page 1 of 6 FI FVATInN CERTIFICATE OMS No, 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg, No.) or P.O. Route and Box No. Policy Number: 1199 NE 102ND STREET City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction* x Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al-A30, AE, AH, A (with BFE), VE, VI-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR?XR,*ARWAO.. below to the building diagram specified in Item A7. In Puerto Rice oniy enter meiei's* Complete Items C2_a-h according Benchmark Utilized: 'MDCR B-26 RA Vertical Datum: NAVD-1988 Indicate elevation datum used for the elevations in items a) through h) below. NGVD 1929 x NAVD 1988 Other/Source: Datum used for building elevations must be the same as that used for the BFE. CR&NMe me;1sUttingttt used! • a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 0A* ," feet M "eters b) Top of the next higher floor 10.11;i n'feet , ryeters c) Bottom of the lowest horizontal structural member (V Zones only) N/A ,feet meters • • • • d) Attached garage (top of slab) 7.26 feet j• peters e) Lowest elevation of machinery or equipment servicing the building 8.36 x feet meters Describe type of equipment and location in Comments) 0 Lowest adjacent (finished) grade next to building (LAG) 7.80 0 feet 'meters g) Highest adjacent (finished) grade next to building (HAG) 8.10 n feet. meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including N/A x feet. meters structural support SECTION D - SURVEYOR, ENGINEER, OR,ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer; or architect authorized by law to, certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be,punishabie by fine or imprisonment under 18 U S. Code, Section 1001. Were latitude and longitude in Section A provided by licensed land surveyor? Z Yes No Check here if attachments. Certifier's Name License Number NICOLAS DEL VENTO 6945 Title s J ,.. ks -If n SURVEYOR Company Name` SURVEY PROS. INC. wY' =M iM v t%` Address 8306 MILLS DRIVE, #148' cityState ZIP Code MIAMI Florida 33183s A Signature Date Telephone Ext. 03-19-2018 (305) 767-6802 Copy all pages of this Elevation Certificate and all attachments for community official, (2) insurance agent/company, and (3) building owner. Comments (including type of equipment and location, per C2(e), if applicable) GPS COORDINATES OBTAINED USING GPS DEVICE. MIAMI-DAOE COUNTY RECORDS. LOWEST MACHINERY = A/C PAD. A/C PAD IS LOCATED ON THE RIGHT SIDE OF THE HOUSE. HIGHEST CROWN OF ROAD ELEVATION= 6.79 FT. FEMA Form 086-0-33 (7115) Replaces all previous'editions. ""'. , , -tf- ` - ELEVATION CERTIFICATE OMB No.1660-0008 Expiration Date: November 30.2018 IMPORTANT: to these spaces, copy the corresponding Information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number. 1199 NE 102ND STREET City State ZIP Code Company NAIC Number MIAMI SNORES Florida 33138 SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request. complete Sections A, B,and C. For Items El-E4, use natural grade, If available. Check the measurement used. In Puerto ft only. enter meters. • E1. Provide elevation Information for the following and check the appropriate boxes to show whether the dlouddli is above 4r t Blow the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). • a) Top of bottom floor (including basement, ; . , • crowlspace, or enclosure) Is feet meters [Wp a or Q below the tides b) Top of bottom Hoar (including basement. 0 0• • • • • crawlspace, or enclosure) Is feet meters Gl at*e or JVLow the IXd E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (serpeos 1-2 ofldmft cfionsr • • • the next higher floor (elevation CZb in 000000 • the diagrams) of the building Is El feet meters t above or Q below the HAG.. E3. Attached garage (top of slab) is feet meters Q,qd;* or Opglow the HA6r • E4. Top of platform of machinery ardor equipment servicing the building is feet meters above or below the HAG. E5. Zone AO only: if no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown, The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The properrtyry owner or owners authorized representative who completes Sections A, B, and E for Zone A (without a FEMA49sued or community -Issued BFE) or Zone AO must sign here. The statements In Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 3 of 6 ELEVATION CERTIFICATE OMB No.1660.0008 Explration Date: November 30. 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 1199 NE 102ND STREET City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 SECTION 0 —COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B. C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used In Items 08—G10. In Puerto Rico only, enter meters. • • • • 1 G1. The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (indicate the souroe.andodate ai the elivatiom ... date in the Comments area below.) ...:.. G2 A community official completed Section E for a building located in Zone A (without a FEMA issued ar oommur2ty slued BFE) or Zone A0. . The following information G4—G10) Is for floodplain • • • • • • • • • G3. (Items provided community management parposes G4. Permit Number G5. Date Permit Issued G6. Date Certifigate of • • • • • • Complanoe70ccupahcy Issued :... G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as-bullt lowest floor (including basement) feet metersofthebuilding: Da;um 139. BFE or (In Zone AO) depth of flooding at the building site: feet meters Datum G10. Community's design flood elevation: feet meters Datum Local Of iciars Name Title Community Name Telephone Signature Date Comments (Including type of equipment and location, per C2(e), if applicable) Check here if attachments. FEMA Form 086r0-33 (7/15) Replaces all previous editions. Form Page 4 of 6 1" c BUILDING PHOTOGRAPHS OMB No 1660-0008 ELEVATION CERTIFICATE See instructions for Item AG. Expiration Date: November 30, 2018 FEMA Form 086-0-33 (7115) Replaces all previous_ editions. Form Page 5 of 6 ELEVATION CERTIFICATE BUILDING PHOTOGRAPHS OMB No, 1660-0008 Continuation Page Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 1199 NE 102ND STREET City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken: "Front View" and 'Rear View; and, if required, "Right Side View' and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. 00,000, z * i' •••••• 6600* 9"' 3 0000 00000 i tak • • • 1 Photo Three Caption LEFT SIDE VIEW 1e F'botoTh , Four Caption REAR VIEW FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 6 of 6