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RC-17-12091 C_ 3 iDc-, = f 4 18116o-w F �r '�i✓ M.. !- ' y+R'r ' •'�ti e .oett*+Ere�i�: - Certificate of Completion 3 Miami Shores Village 1 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 L,W'* Building Inspection Department 4-ti g Description: COMPLETE RENOVATION I Permit Type Building (Residential) Bldg. Permit No. RC-5-17-1209 Owner SETH LONG Contractor ABL CONTRACTOR CORP L • Subdivision/Project Date Issued 09/15/2020 Construction Type V-B Occupancy Single Family Type ' Square Footage 0.00 Flood Zone X r i Location If the building is located in a special flood hazard area documentation of the as -built lowest floor ' ` 443 NE 94 ST elevation or lowest horizontal structural member has been provided and is retained in the records of Miami Shores, FL 33138 Miami Shores Village. g This certificate issued pursuant to the requirements of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. 1V Building Officials Approval Not Transferable POST IN A CONSPICUOUS PLACE Ismael Naranjo, CBO }' 1 h F,W TZRSD New Construction Subterranean Termite S 20�p OMB Approval No. 2502-0525 Service Record SE? 1 (exp.05/30/2018) This form is completed by the licensed Pest Control Company Public reporting burden for this collection of information is estimated to average mAerpeMsponse, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. This information its required to obtain benefits. HUD may not collect this information, and you are not required to complete this form, unless it displays a currently valid OMB control number. Section 24 CFR 200.926d(b)(3) requires that the sites for HUD insured structures must be free of termite hazards. This information collection requires the builder to certify that an authorized Pest Control company performed all required treatment for termites, and that the builder guarantees the treated area against infestation for one year. Builders, pest control companies, mortgage lenders, homebuyers, and HUD as a record of treatment for specific homes will use the information collected. The information is not considered confidential, therefore, no assurance of confidentiality is provided. This report is submitted for informational purposes to the builder on proposed (new) construction cases when treatment for prevention of subterranean termite infestation is specified by the builder, architect, or required by the lender, architect, FHA, or VA. All contracts for services are between the Pest Control company and builder, unless stated otherwise. Section 1: General Information (Pest Control Company Information) Company Name: MY SON AND I PEST CONTROL Company Address 12401 ORANGE DRIVE. SUITE 129 City DAVIE State FL Zip 33330 Company Business License No. JB202829 Company Phone No. 305-794-5103 FHA/VA Case No. (if any) Section 2: Builder Information Company Name SETH LONG Phone No. 305-713-4100 Section 3: Property Information Location of Structure (s) Treated (Street Address or Legal Description, City, State and Zip) 443 NE 94TH ST. MIAMI SHORES, FL. 33138 Section 4: Service Information Date(s) of Service(s) 9/18/20 Type of Construction (More than one box may be checked) © Slab Basement Crawl Other Check all that apply: 0 A. Soil Applied Liquid Termiticide Brand Name of Termiticide: Bifen XTS EPA Registration No. 53883-189 Approx. Dilution (%): 0.06% Approx. Total Gallons Mix Applied: 25 Treatment completed on exterior: )L] Yes ❑ No F B. Wood Applied Liquid Termiticide Brand Name of Termiticide: EPA Registration No. Approx. Dilution (%): Approx. Total Gallons Mix Applied: j C. Bait system Installed Name of System EPA Registration No. Number of Stations installed D. Physical Barrier System Installed Name of System Attach installation information (required) Service Agreement Available? Yes No Note: Some state laws require service agreements to be issued. This form does not preempt state law. Attachments (List) Comments TRENCHING AND APPLICATION OF TERMITICIDE WAS DONE TO THE FULL PERIMITER OF THE 15X25 ON THE SLAB AT NORTH EAST REAR OF THE HOME Name ofApplicator(s) JAVIER COMAS Certification No. (if required by State law) JE90482 The applicator has used a product in accordance with the product label and state requirements. All materials and methods used comply with state and federal regulations. : V Authorized Signature JsfU/E,DCDr IfIf Date 9/18/20 Warning: HUD will prosecute false claims and statements. Conviction may result in criminal and/or civil penalties. (18 U.S.C. 1001, 1010. 1012; 31 U.S.C. 3729, 3802) form HUD-NPMA-99-B (08/2008) Permit: RC-5-17-1209 E-mail: SETHALONG@GMAIL.COM Phone: 305-713-4100 Miami shores Village Building Department 10050 N.E.2nd Avenue ami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CERTIFICATE OF OCCUPANCY/COMPLETION CHECK LIST 1.4 uilding permit card. Surveys (2 copies) Final as built - Required Items: Elevations of buildings showing all intended setbacks from property lines and other existing structures. Ingress+ Egress, required parking spaces, Wheel stops, stripping, and all paving to exterior. ❑ Certificate of Elevation — (Sealed by surveyor). Expiration date required on the form. ❑ Certificate of Insulation. LY Certificate of Soil Treatment Final treatment-ori inal 1 ( 9 ) CHAPTER 2913-5 TERMITE PROTECTION: "This Building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and law as established by the Florida Department of Agriculture and Consumer Services." ❑ Health Department Approval Letter (On septic or private water). Note: If the house is on septic tank, approval letter is required from Health Dpt. ❑ Soil Compaction Letter (Density report is required) ❑ Final certification letter from the Engineer/Architect (on masonry, trusses, special structure, etc) ❑ Backflow preventor certificate (Required on commercial projects only) ❑ Declaration of use. (Recorded in Miami -Dade Clerk of Courts) PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO • Emergency CO (Without 24 Hrs Processing) Additional fee is $80.00. • Temporary CO (Up to 90 days max) $75.00. • Residential CO $150.00 • Residential CC $50.00 • Commercial CO and CC $200.00 7b dw s &"Y'dl K �114J Ad- 4 a-, Sheet 1 of 2 (Sketch of Survey) - See Sheet 2 of 2 for Legal Description Certifications, Property and other Survey related data. SURVEY IS NOT COMPLETE WITHOUT ALL SHEETS N BEARING REFERENCE: e NONE. RECORD INFORMATION RELIANT UPON ANGULAR DATA ONLY. E ALL ANGULAR DATA SHOWN HEREON REFERENCED THERETO. !� SOT b LOT 7 OT 6 LCT C 6LU',K?52�BLOCK 52 � � �O�K 52 � OCK 52 15 ALfI FENCE . " 'OJND I!2' l 9.9O ASPI-ALT KOADWA" rJ0.00' (M 100.08YM) T_ W " 0.5' iN U L PENCE r 30Jr' C� rV � m Z AERIAL PHOTOGRAPH 9172218' No i12 rS t !� IRONPir- 7AAYNC'SROtl�LA 1IhP40'/Etv i�TS1 , .E �—p � � iNOiTaSCAIEj IN � � `' <2' 0.2 iK 5.64 2.80 `EVCE'P '360 PAVE' 0.5 'N WALK tPLiR VETER BLOCK 52 OK,' 50�Y R:50f',10E #443 5XCK "I" CORNER 3 CJ� AT _CT 13 250.00' 4 4 S OCS 52 R PppAJ v2 OOl _ - DECK COb'ER:, CON-1, 2a.20 CONC. I CONC ❑❑❑ I5E5 COKC ❑ ❑ ❑ ?AVERS 0 ❑00 ❑a❑ ❑❑❑ ❑❑❑ ❑❑❑ It 27 _0 i9 :LOGS 52 v G Q "A T 202 t Z ftc tZ i r C. C °OJRD ' /2 IRON PIPE st_ NE 94th STREET — 22' A5PHA_T ROCWAY 75' R1GnT-OF-alA1 Platted Easements, Notable or Adverse Condidons (unplatted easements also listed if provided by client): IF APPLICABLE, RECIPIENTS OF THIS SURVEY SHOUJV " THE POSITION OF ANY FENCE ,UNES yLEHEREON AND THEIR RELATIONSHIPTOTHE BOUNDARY LINE NO CONOfTI0NSF0UND f{ This survey has been issued by the folawmg Landtec Surveyalg office: Elevations, if shown: Revsons: 481 E. Hillsboro Blvd. Ste 100-A Benchmark: Deerfield Beach, FL 33441 Benchmark Elev.: Office: (561) 367-3587 Fax: (561) 465-3145 Benchmark Datum: Elevations on Drawing are n: www, Landlecsurvey.com _.---- -. _ _ --_ __—__ _ ____ ___.__ N.G.V Deg ❑ N A v D 88 ❑ __— — __._._. . _ — _ -_--_ --_ ( Job Number 1a362'•SE Dale ofFedWork:06102201D o By:V LAP4- ►TrEC_ S U R V c mY I N_ G 2 for Sketch OBOUNDARY OCONSTRUCTION OCONDOMINIUM i PROPERTY IMPROVEMENTS OALTAINSPS OTOFOGRAPHIC OSPECIAL PURPOSE 1 LEGAL DESCRIPTION: Lot 18 & 19, Block 52, MIAMI SHORES SECTION 2, according to the plat thereof as recorded in Plat Book 10, Page(s) 37, of the Public Records of Miami -Dade County, Florida. PROPERTY ADDRESS: 443 NE 94TH STREET MIAMI SHORES, FL 33138 INVOICE NUMBER: 103621-SE DATE OF FIELD WORK: 06/02/2020 CERTIFIED TO JO KANTOR DESIGNS FLOOD ZONE: X FLOOD MAP: 12086C PANEL: 0302 SUFFIX: L PANEL DATE: 09/11/2009 ATTED EASEMENTS, NOTABLE OR ADVERSE CONDITIONS (JNPLATTED EASEMENTS ALSO LISTED IF PROVIDED BY CLIENTI: APPLICABLE, RECIPIENTS OF THIS SURVEY SHOULD REVIEW THE POSITION OF ANY FENCE LINES SHOWN HEREON AND THEIR RELATIONSHIP TO THE BOUNDARY LINE. [-NO NOTABLE CONDITIONS FOUND. SAL-ARCLENI M _- _ EL ataEV-ELEVATION PI=PONFOFINTERSECTION SEC =SECTION nv =UTLrrYPOLE (D=W"DLL BOUNDARY =CEN"RAL ANGLE EM=ELECTRCIVETER PT=PONT OF TANGENCY TWP=-OVASHIF # -LIGHT POLE =CENTERLNE ° HANDICAP PARKING SPACE �- a71LOW N = CABLE TV RISER FIR= FOUND RON ROD PC = POINT OF CURVE RNG ` RANDE IM ° CATCH BASIN = PAR'Y WA.L EASELW = CALCULATED FROV FEUD = CALCULATED FROV RECORD FN= FOUND 44L FIND=FOUND FRC ='OM OF REVERSE CURVE FCC= PONT OF COMPOJND CURVE OT 4 = QUARTER TR= TELEPHONE RISER Tl =°RE HYDRANT=AR COnDRDNEP. C-^Oy =SEC. OTR CORNER CHANLNSFENCE —'—�— =CHORD OS"ANCE L= LEGAL DESCRIPTION POB=?ONT OF SEGN4NG UE=JTLITY EASEMENT £, eMANFOLE ,©=SEPTIC'.D YDODFENw =CLEAROUT M=MEASURED PDC= PCNT OF COMMENCEMENT UP=UTILITY POLE WV WATER NE -ER WATER VALVE x E �. = LEN SHOT =SECTDR CORNER PtASTC FEt4.c o�— hC.=CONCRETE .­..,­<._=.. OH' =OVERHEAD CABLE o .n PH=POOL HEATER D. DM NOAD WY WATER VALVE Il"JV =WATER METER DVERI ADCAffiE_ _'—'— t THIS SURVEY S BASED UPON RECORD INFORMATION PROVIDED BY C.ENT. NO SPECIFIC. SEARCF OF THE PUBLIC RECORD HAS BEEN MADE BY THIS OFFICE UNLESS OTHERWISE NOTFD. 2. AS INDICATED ABOVE. UNDER'PURPDSE 0', SURVEY', F THIS SURVEY HAS BEEN PREPARED FCR A PURCHASE OR REFINANCE. ITS SCOPES LFAITED TO THE DETERV NAT DV OF TITLE DEF ICENCES, AND G NDT IN-ENDEO FOR JSE N DESIGN OR CONSTRUCTION! PURPOSES RECIPIENTS MUST CONTACT OUR OFFICE FOR APPROVAL PRIOR TO SUCH USE. LANDTEC SURVEYING, ASS.MES ND RESPONSIBLI-ES FOR ERRORS RESULTING FROM =ALURE TO ADHERE TO THIS CLAUSE. 3. ANY FENCES SHOV,TH HEREON ARE L_USTRAT ME Cl­ ' HER GENERAL POSIT ION ONLY. FENCE TES SHOWN ARE TO GENERAL CENTERLINE OF FENCE THE 0°FICE WILL NOT BE RESPONSIBLE FOR DAVAGES RESU.TInG FROM THE REMOVAL OF, OR CHANGES MADE TO, ANY FENICES UNLESS WE HAVE PROVIDED A SURVEY SPECIFICALLY LOCATING SAID FENCES FOR SJCH PURPOSES. DE-ERJ NATION OF FENCE FOE IT DNS SHOULD BE BASED SOLELY ON -HER PHYSICAL RELATIONSHIP TO THE VON1X,,,ENrED BOUNDARY L NES. 4 GRAPHIC REPRESENTATIONS MAY HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE MEASURED RELATIDNSHPS- DIMENSION'S SHALL HAVE PRECEDENG_ OVER SCALED POSIT DNS. 5. UNDERGROJND IMPROVEMENTS HAVE 401 BEEN LOCATED EXCEPT AS SPECIFICALLY SHOWN 6. ELEVATION'S ARE BASED UPON NATIONAL GEODETIC VERTICAL DATUM (N.G V.D.1S29) OR NORTH AMERICANVERTICAL DATUM IN A vD. 1 EBB; AS SHOINNON SHEET 1. 7. ALL BOUNDARY AND CONTROL DNENSIO S SHOWN ARE FELD MEASURED AND CORRESPOND TO RECORD NFORMAT ION UALESS SPECIFICALLY NOTED OTHERWISE. B. ANY CORNERS SHOWN AS SET' HAVE Er.9ER BEEN SET ON THE DATE CF F ELD WORK. OR WILL BE SET WrTIN5 BUS FESS DAYS OF SAID DATE AND ARE DENTF ED WITH A CAP MARKED LS (LICENSED SURVEYOR) $5639. I HERE BY CERTIFY TFAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE AS OUTLINED N CHAPTER SJ-17 CS', ASJ-17.0520E FRhiING NSTRUCTDNS: TIE FLORIDA ADNNSTRATME CODE. PURSUANT TO SEC'ION 472.927,F.DRIDA STATUTES, AND ',AT THE ELECTRONIC Fy}IEN PRMNG TYS PDF N ADOBE SE.ECT'ACTUAL SIZE TO ENSURE CORF.ECT SCANNG. DO NOT USE 'Fr. SIGNATURE AND SEAL -EREON MEETS PROCEDURES ASSET FORTH N CPAFTER 5J47.062 PURSJANT TO SECTON472D25, r RCRDA STATUTES. Digitally signed by Andrew Snyder DN: c=US, o=Landtec Surveying Inc, ou=AO1410D0000016C2 42483F500002A58, cn=Andrew Snyder Adobe Acrobat version: 2020.012.20043 DATE 06/03/2020 �ANDREWS•YDER-PRIG SSIO%LSURVEIORANDMAPPER FLORIDA REGIS-RATION ND. 5639 (NOT VALE) W'rHOUT THE SIGNATURE AND ORE) W RAISED SEAL OR THE ELECTRONIC SEAL OF TFE FLORIDA LICENSED SURVEYOR AND MAPPER SHOVNJABOVE' LANDTEC S U R V E Y I N G Proudly Serving Florida s Land Title & Feal Estate Industries ... measura60 better! ED BUSNESS NP. B0D7 Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 III y AJWj'i � Issue Date:10/19/2017 Location Address Parcel Number 443 NE 94 ST, Miami Shores, FL 33138 1132060140510 Contacts Permit NO.: RC-5-17-1209 Permit Type: Building (Residential) Work Classification: Alteration Permit Status: Approved Expiration: 07/08/2019 SETH LONG Owner SETH LONG Applicant 650 W AVE 501, MIAMI BEACH, FL 33139 650 W AVE 501, MIAMI BEACH, FL 33139 BUILDNET CORP Contractor JOHNATHAN MOORE 6511 NOVA DR 194, DAVIE, FL 33317 Business: 8664008439 imoore@bncgc.com Mobile: 3057904805 Description: COMPLETE RENOVATION Valuation: $ 54,009.00 Inspection Requests: 05-762-4949 TotalSq Feet: 0.00 Fees Amount CCF $33.00 Change of Contractor $110.00 CO/CC Fee $50.00 DBPR Fee $24.31 DCA Fee $16.21 Education Surcharge $11.00 Notary Fee $5.00 Permit Fee $1,620.27 Plan Review Fee (Engineer) $120.00 Plan Review Fee (Engineer) $80.00 Scanning Fee $66.00 Technology Fee $44.00 Total: $2,179.79 Building Department Copy Payments Date Paid Amt Paid Total Fees $2,179.79 Credit Card 01/07/2019 $110.00 Credit Card 05/02/2017 $200.00 Check # 212 10/19/2017 $1,869.79 Amount Due: $0.00 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. DAVIT: I 'uction and that all the foregoing information is accurate and that all work will be done in . Futhermore, I authorize the above named contractor to do the work stated. with all applicable laws / Applicant / gontractor / Agent January07, 2019 Page 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 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING ❑MECHANICAL ❑PUBLICWORKS EC 2 201 IBIY:-►� FBC I20(7� Master Permit No. K11 �! zo I Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 9 ! 7 f� c City: Miami Shores County: Miami Dade Zia: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Ad -tv ?@ 1 4S' 9391 City:JMNINMA, G6 N S State: r L— Zip: Tenant/Lessee Name: Email: �(jv\ Phone#: CONTRACTOR: Company Name: ' `"� (—vA Phone#: Address: 1 n1l�J�- D2-- ' r City: �j t \� \ _1 , \ State: Zip:r/(' 6 � � �33 ? 7 Qualifier Name: I--,P17tA ' Phone#: d L( 3 � State Certification or Registration #: C'C-n-IC (s« <Tk Li Certificate of Competency #: DESIGNER: Architect/Engineer: ne#: Address: City: State: Zip: �1 0� Value of Work for this Permit: $ `t' _ V' Square/Linear Footage of Work: Type of Work: ❑ Addition jl� Alteration ❑ Ne Re air Re lace v �n p �j p El Demolition Description of Work: A,ti, oG>:�� � ma1 1'1'QV�JVak7 Q �; Specify color of color thru,tile ." . f ,.- " Submittal Fee $ Scanning Fee $ Technology Fee $_ Structural Reviews $ (Revised02/24/2014) Permit Fee $ CCF $ CO/CC $ Radon Fee $ DBPR $ Notary Training/Education Fee $ Double Fee $ Bond $ TOTAL FEE NOW DUE Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zi 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. o. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this /i( day of - ��L 20 1 1�<— , by Lf7� who is personally known to me or who has produced as identification and who did take an oath. NOTARY PU Print: Seal: Signature CONTRACTOR The foregoing instru73o� was acknowledged before me this day of , 20 _1"� by U"worC who is personally known to me or who has produced Z as identification and who did take an oath. NOT, Sign: Print Mission GG 225626 10/02/2022 3 Seal: APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) , M A iami shores Village Building Department 10050 N.E.2nd Avenue 33138 Miami Shores, Florida 33138 Tel: (305) 795.2204 F= (305) 756.8972 CHANGE OF COINTRACTOR I'ARCHITECT Permit N. 2-0 � Owner's Name (Fee Sim Owner's Address: V-- City. 2A 1 0- vv— Title Holder): Lc),� Phone State : E job Address (Of where work is being done):_ f) C (' tTt--, City: Miami Shores State: Florida Zip Code: Contractor's Com any Name Phone# - Address: City: -iLc- State----�—.. Zip Code: 23 Qualifier's Name: IE711 A 5.. "- . % V- \ Lic. Number. Architect/ Engineer of Record Name: Address: City: Describe Work: -f \ r, -4", mm Phone #: Zip Code: I hereby certify that the work has been abandoned and/or the contractorlarchitect is unable or unwilling to complete the contract. I hold the Building Official and the Miami Shores harmless of all legal involveme Signature A Signature dr Agent Contractor or Architect before me The: foregoing' trument was alknowledged be or me 01, this day of 20&by,��>AThe foregoing instrument was aknowledged - this day of T 20(* by w N produced Who is personal known to me or who has produced who personally known to me who has p C _V / _It, V, ilk I as indentification. : _I 0 1 indentification. Kl�cl— Notary (A '7- . ...... . Sign Sign: 'LALqjAfA= - ' My COMMISSION FF 214031 ic. my COMMISSION off mv, Seat. EXPIRES: March 25,2019 Seal: EXPIRES! Match % 2019 BMW Thru No Public Undeiw(4eq -*�,,rV74,e SWIdtd Thri SU* NOTY Sma% -� a_mon� n6 s4 AMel SQ. II W rt v ('ell A vt " u vk v ✓ 1k. Y F \.aJ V Cl v 'h Y 0 u. t� Lk) -kAOL/ U a1 i b uj U �1 V`e�!'r a+1'`'�!i 7 s-c a c�.P- ADS sus�Z7 1i--12oCA —1 13 �'�� —�vlp ' c� ► c Miami Shores Village ,gNa�,aSy�! 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 tORIDP` Permit No. RC-5-17-1209 Permit Type: Residential Construction erlI I Worn Classification: Alteration Permit status: APPROVED Issue Date: 10/19/2017 l Expiration: 04/17/2018 Project Address Parcel Number Applicant 443 NE 94 Street 1132060140510 SETH LONG Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell SETH LONG 650 W Avenue MIAMI BEACH FL 33139- 650 W Avenue MIAMI BEACH FL 33139- Contractors) Phone Cell Phone JMEC CONSTRUCTION, LLC (954)410-4695 roved: In Review Valuation: $ 54,009.00 Total Sq Feet: p Date Approved:: In Review Date Denied: Type of Construction: COMPLETE RENOVATION Occu'INS Stories: Exter r Front Setback: Rear e Left Setback: Right S Bedrooms: Bathroo TlqiE Plans Submitted: Yes Certifi Certificate Date: Additional In� Bond Return : Classificatios saiP 5 fillit 11 � n Fees Due Amount Bond Type - Owners Bond $500.00 CCF $33.00 CO/CC Fee $50.00 DBPR Fee $24.31 DCA Fee $16.21 Education Surcharge $11.00 Notary Fee $5.00 Permit Fee $1,620.27 Plan Review Fee (Engineer) $120.00 Plan Review Fee (Engineer) $80.00 Scanning Fee $66.00 Technology Fee $44.00 Total: $2,569.79 Pay Date Pay Type Amt Paid Amt Due Invoice # RC-5-17-63887 10/19/2017 Check #:212 $ 1,869.79 $ 700.00 10/19/2017 Check #: 214 $ 500.00 $ 200.00 05/02/2017 Credit Card $ 200.00 $ 0.00 Bond #: 3534 ,avauaoie Inspection Type: Fill Cells Columns Final PE Certification indow Door Attachment JINming Window and Door Buck Review Planning Review Plumbing Review Plumbing Review Electrical Review Electrical Review Electrical Review Building Review Building Review Building Review Structural Review Structural Review Mechanical Review Mechanical Applicant Copy For Inspections, Call (305) 762-4949 or Log on at https://bldg.miamishoresvillage.com/cap/. Requests must be received by 3 pm for following day inspections. NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER additional restrictions applicable to this property that may be found in GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT the public records of this county. DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. October 19, 2017 2 Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit No. RC-5-17-1209 Permit Type: Residential Construction rl4—� Work Classification: Alteration Permit Status: APPROVED Parcel Number Issue Date: 10/19/2017 1 Expiration: 04/17/2018 Applicant 443 NE 94 Street 1132060140510 SETH LONG Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell SETH LONG 650 W Avenue MIAMI BEACH FL 33139- 650 W Avenue MIAMI BEACH FL 33139- Contractor(s) Phone Cell Phone JMEC CONSTRUCTION, LLC (954)410-4695 In Review Date Approved:: In Review Date Denied: Type of Construction: COMPLETE RENOVATION Occupancy: Stories: Exterior: Front Setback: Rear Setback: Left Setback: Right Setback: Bedrooms: Bathrooms: Plans Submitted: Yes Certificate Status: Certificate Date: Additional Info: Bond Return : Classification: Residential Fees Due Amount Bond Type - Owners Bond $500.00 CCF $33.00 CO/CC Fee $50.00 DBPR Fee $24.31 DCA Fee $16.21 Education Surcharge $11.00 Notary Fee $5.00 Permit Fee $1,620.27 Plan Review Fee (Engineer) $120.00 Plan Review Fee (Engineer) $80.00 Scanning Fee $66.00 Technology Fee $44.00 Total: $2,569.79 Valuation: $ 54,009.00 Total Sq Feet: 0 Pay Date Pay Type Amt Paid Amt Due Invoice # RC-5-17-63887 10/19/2017 Check#: 212 $ 1,869.79 $ 700.00 10/19/2017 Check #: 214 $ 500.00 $ 200.00 05/02/2017 Credit Card $ 200.00 $ 0.00 Bond #: 3534 Avauaoie inspections: Inspection Type: Final PE Certification Window Door Attachment Framing Insulation Drywall Screw Window and Door Buck Fill Cells Columns Review Building Review Building Review Structural Review Structural Review Plumbing Review Plumbing Review Planning Review Electrical Review Electrical Review Electrical Review Mechanical Review Mechanical 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 ni!F� ll the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating authorize the above -named contractor to do the work stated. October 19, 2017 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy October 19, 2017 Z47 fjAl J&�Vbl L ") (j7,p 97C ) BUILDING PERMIT APPLICATION IVlldi i II JI IU(C, V IIId6C 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 ill' c-,- AUGIXI 2017 FBC 20 14 sth Master Permit No. �'`? 11,09 Sub Permit No. C 1 I Z0 1� ro-IBUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING []MECHANICAL ❑PUBLIC WORKS ® CHANGE OF ❑ CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 443 NE 94th Street City: Miami Shores County Miami Dade Zip: Folio/Parcel#: 11 -3206-014-0510 Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Seth Long Phone#: 301.785.3381 Addresc. 537 NE 96th Street City: Miami Shores State: FL. Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: JMEC Construction, LLC Phone#: 954.410.4695 Address: 560 NW 39th Avenue City: Coconut Creek state: FL. Zip: 33066 Qualifier Name: Eric Finkelstein Phone#: 954.410.4695 State Certification or Registration #: CGC06569 Certificate of Competency #: DESIGNER: Architect/Engineer: J.C.D. Architect, Inc Phone#: 305.285.4343 Address:1385 Coral Way, Suite 207 city. Miami state: FL Zip: 33145 Value of Work for this Permit: $ � v�� •� Square/Linear Footage of Work: Type of Work: ❑ Addition ❑M Alteration ❑ New ❑ Repair/Replace ❑ Demolition _It...__:.. Interior remodel & rear Porch addition. Specify color of color thru tile: CIO Submittal Fee $ G Permit Fee $11-2 j CCF $_., . • � CO/CC $ Radon Fee $ U I DBPR $ _T Ck Scanning Fee $ � Notary $` Technology Fee $ Training/Education Fee $ Structural Reviews $ (2-0 66 ` C� _ JA.Q, Double Fee $ — Bond $� - -Co TOTAL FEE NOW DUE S Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. OWNER or AGENT The foregoing instrument was acknowledged before me this �'!7 day of 20 by �� W ho�is personally known to me or who has produced as identification and who did take an NOTARY PUBLIC: ���� moo. Sign: Print: Seal: CONTRACTOR The foregoing instr n ent was acknowledged before me this day of V I 20 (7 , by G-7ho is personally known to me or who has produced identification and who did take NOTARY Sign: r ' Print: V vV` ►u4, LAURA FARLEY Seal: �' : ° * W COhNISSION A FF 188027 * EXPIRES: March 16, 20" +r��a pQA0W ihfv SWIll Noury WWI as s»*»»»»»»»s»sssss»»»»»»»»»**» »s»ssss»s»»»»»»»»***»»sss»»s»»»ss»»»s»»»»**»ssssss»»»»»»»»»»s»»sssss»s»»»»»»» APPROVED BY j Plans Examiner Zoning AAW) Structural Review Clerk D� LBY'. 16 2017 MIAMI-DADS _ _MIAMI-DADE COUNTY LZ'ituY 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.aov/economy Nu-Vue Industries, Inc. 1055 E. 29 Street Hialeah, Florida 33013 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 Prjoth l Control Section (ln Miami Dade County) and/or the AHJ (in areas other than Miami Dade Cq*;y) resmt1he righf •':' to have this product or material tested for quality assurance purposes. If this prdduct'or maxefiat fails to • . .....0 perform in the accepted manner, the manufacturer will incur the expense of suXtes irig and t;;..AEJ may immediately revoke, modify, or suspend the use of such product or material wither:0)0 P jurisdictigp. REl reserves the right to revoke this acceptance, if it is determined by Miami -Dade .C.Qut1ty Preddet' Control.... Section that this product or material fails to meet the requirements of the applicablebuildisrg coda... • • • • This product is approved as described herein, and has been designed to comply witl* 49o, Florida 11-j4diag • • • • • • Code, including the High Velocity Hurricane Zone. '. . . ...... DESCRIPTION: Series NVJH, NVTP/H, NVSO and NVHC Steel Wood Connecto. rs. • • • • • APPROVAL DOCUMENT: Drawing No. NU-3, titled "NVJH Joist Supports, NVTi' .-NVT10H-Plate • Anchors, NVSO 236 Joist Hanger, NVHC 43 & NVHC 43/2 Hurricane Clip", sheets 1 through 3 of 3' dated 04/15/2015, prepared by Nu-Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 12-0130.34 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 15-0507.02 C •DADECOUNTv Expiration Date: July 30, 2020 Approval Date: July 30, 2015 All 1 1;015 Page 1 Nu-Vue Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. NU-3, titled "NVJH Joist Supports, NVTP & NVTPH Plate Anchors, NVSO 236 Joist Hanger, NV14C 43 & NVHC 43/2 Hurricane Clip", sheets 1 through 3 of 3, dated 04/15/2015, prepared by Nu-Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E. B. TESTS "Submitted under NOA # 03-0730.03" • • • • • • "":' Test reports on wood connectors per ASTM D 1761 by Product ?e sting, Ino *, signed ... ; and sealed by C. R. Caudel, P.E. Report No. Wood Connector Direction • 0 6:06 0 • • • • • • 1. PT # 03-4303 NVTP4 Upward ' .. • 04/21 /d • • • 2. PT # 03-4343 NVTP4H Upward • • : • OS/05/03' :' . ' • • 3. PT # 03-4344 NVTP4 Upward " ' 05/01 /03• • • • 4. PT # 03-4345 NVTP4H Upward ; • •'03/02/03 •: . • • • • 5. PT # 03-4349 NVS0236 Up & Down 05/19/41 • 6. PT # 03-4357 NVS0236 Up & Down • • • • 05/20/03 •.: ' 7. PT # 03-4358 NVJH24 Up & Down 05/30/03 •� 8. PT # 03-4385 NVJH26 Up &.Down 05/30/03 9. PT # 03-4386 NVS0236 Up & Down 05/13/03 10. PT # 03-4387 NVJH28 Up & Down 05/30/03 C. CALCULATIONS "Submitted under NOA # 05-0516.01 " 1. Report of Design Capacities, dated 07/13/2005, sheets 1 through 5 of 5, prepared, signed and sealed by Vipin N. Tolat, P.E. "Submitted under NOA # 03-0730.03" 2. Report of Design Capacities, dated 07/22/2003, sheets 1 through 13 of 13, prepared, signed and sealed by Vipin N. Tolat, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 15-0507.02 Expiration Date: July 30, 2020 Approval Date: July 30, 2015 E-1 Nu-Vue Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. • •�•• .. • F. STATEMENT .. 1. Statement letter of code conformance to 2010 and 5`h (2014) edit' Alof the Mc, issued by Vipin N. Tolat, P.E., dated 04/29/2015, signed and se&l �c by Vipin %. Tolat," P.E. ...... .... . ..... ...... .... ..... "Submitted under NOA # 08-0828.02" • • • • • 2. Statement letter of code conformance, no financial interest and7-A6; snge Qf prpduct, ....: • dated 08/21/2008, issued, signed and sealed by VipinN. Tolat;.P.E..* :""' • 00 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 15-0507.02 Expiration Date: July 30, 2020 Approval Date: July 30, 2015 E -2 TABLE 1 JOIST SUPPORTS 18 G NVJH JOIST SUPPORTS Allowable Loads (lbs) Product i—sion Joist Double Single Fasteners riovily Loads t001 uplift toads 160% Double ingle Joists DW61. slayl• slap. k 00w. Code inches Sire Header Header W H BS Size Size Header Header neodr M.ode� N.oa«. NVJH24 t 3 3 x 24 2x6 . 2-24 2-2.6 2.4 2.6 6-10d 6-lod . 111' 4-tad . 01' 744 744 - NVJH26 1 % 5 3 2.6 2x8 2-2x6 2-2.a 2x6 2.8 10-10d 10-10d . IV 6a0d , 14' 1240 1240 821 2.8 2-2.8 2x8 NVJH28 1 % 6,Y4 3 200 2-200 200 14-10d 14-10d . 111' 7-10d . Or 1736 1736 1079 202 2-2.12 2.12 Single Header 1-2Y 3=� Double Header General Notes: 1. Steel shall conform to ASTM A653, SS grade 33, min. yield 33 ksi, min, tensile strength 45 ksi and min. galvanized coating of G 60 per ASTM A653. 2. Allowable loods and fasteners are based on NDS 2005/2012. 3. Design loads ore for S. Pine, specific gravity 0.55. Design loads for other species shall be adjusted per NDS 2005/2012. 4. Allowable uplift loads have been adjusted for load duration factor CD of 1.6. Allowable gravity loads have been adjusted for CD values of 1.0, per table 2.3.2 of NDS 2005/2012. Design loads do not include 33% increase for steel and concrete. 5. Concrete in Tie beams shall be min. of 2500 psi. Concrete Masonry, Grout and mortar in concrete masonry shall be min, of 1500 psi. Concrete masonry shall comply with ASTM C90. 6. Combined load of Uplift, L1 and L2 shall satisfy the following equation. Actual Uplift + Actual L1 + Actual L2=1 0 Allowable Uplift Allowable -1 Allowable L2 7. Allowable loads are based on Q2" thick wood members unless otherwise noted. 8. All designs Conform to FBC 2010 and 2014. MIPDUCr HE14E"D a oe.pil" with the Florida Ac.W .-No 1 Y.' VIPIN N. TOLAT, PE (CIVIL) t Y." FL. REG. M 12847 By i 15123 LANTER CREEL( LANE Mialfifyiiiiii, 1--haff Cesd"t t HOUSTON, TX 77068 • • • • • • • • N u`i.. ° t' t • • • • • • • • • • • • lA— tl IndusWes, Inc. 1053-1059 East 29 Street NVJH 26 as shown • • 000 • • • Hialeah, Ptlxida 33013 , 1 NVJH 24 & 28 Phone: (SOS) 694-0397 similar but with / FAA (303) 894-034-0998 BS different holes. u L-J• • • • • •� • • • NVJH JOIST SUPPORTS W • • • • • • • • • • • • • • • DWG k: Sheet: Date: • •• • •• • • • • • • • NU-3 1 of 3 Aptl 16. 2016 • • • • • • ••• • • • • ••• • • al ••• • • • ••• • TABLE 2 TOP PLATE ANCHORS NVTP & NVTPH Size Product Code Gouge Dimensions (in) A B 2x4/4x4 NVTP4 20 3j" 8" 2x6/4x6 NVTP6 20 51" 8" 2x8/4x8 NVTP8 20 7j" 8" 2x4/4x4 NVTP4H 18 3j" 8" 2x6/4x6 NVTP6H 18 51" 8" 2x8/4x8 NVTP8H 18 7j" 8" Product code Total number of fasteners IOd x Ih" Max. Uplift Capacity 133% (Ibs) 6 8 10 12 NVTP 4,6,8 828 1087 1346 1605 NVTP 41-1,61-1,81- 938 1207 1476 1745 Notes: 1. See General Notes, Sheet 1. 2. One half of all specified fasteners shall be used on each side of the stud to achieve tabulated values. TABLE 3 NVSO 236, 16 GAUGE, HEAVY DUTY FACE MOUNT JOIST HANGER Fasteners Allowable Loads (Lbs.) Joist Header Size Size Header Joist GRAVITY tooX Uplift 160% 14-10d 6-10d 1758 1108 2-2x8 14-16d 6-16d 1875 1279 2x6-8 2-2x10 2-202 4— 6"x 3" Leo saw 6-16d 800 1217 Notes: 1. See General Notes, Sheet 1 BOLT HOLES 1/2" DIA. NAIL HOLE 3/16" DIA. FRELAMNT • ••• • • • (JU• • • PRODUCT REW WED eM-Mo" MIM do F'— CL•ggReeanieNo • M Rnl„gCae • • • • •• • • • • • • • • • • • ••• • • • ••• • • 1 Yz" Mtn. Header 2-2x Minimum TABLE 4 18 Gauge NVHC 43 & NVHC 43/2 HURRICANE CLIP. FASTENERS DESIGN LOADS(LBS) PRODUCT DESCRIPTION CODE HEADER JOIST uPUFr a 1-2 NVHC 43 Hurricane Clip — wide 9-10d 9-10d 687* 407 1 308 NVHC 43/2 Hurricane Clip — Wldex2 10-10d 10-10d 917 547 432 Notes: 1. See General Notes, Sheet 1 1 Y2"" 3Ya" NVHC 43/2 HPi IFT t For Uplift, use two clips, one on each side to comply with section 2321.7 of the FBC 3Yz„,. ��" 2Y4' 1 Y1" M t I • �" M • NVHC 43 -- FRODUCi RkNEWFD UPLIFT uee 2 Clips aOMPOY q.ro er FkMa one on each side a - cbd, A mWf D2 0 ViIE'IN N. TOLAT, PE (CIM FL. REG. # 12847 M, vaaun GoNd c+3 151231ANTER CREEK LANE L2 • • • • • i i • • • HQiLTSTAR, TX 77068 INu—Vue Industries. Inc. I 4 i JCD ARCHITECT, INC 1385 CORAL WAY SU # 207 MIAMI, FL 33 145 A.A. #26001 560 TEL. #G(SOS)285-4343 • • ' FAX 1313)':85-4330' � .... .... . . .... .... ..... ...... .. . ..... .. .. . .. ...... WIND LOAD CALCULATIONS:..:. •••••• s�'TLFI E APPROVED PROJB6-T: SETH & LYNETTE LONG 443 N.E. 941' STREET MIAMI SHORES FLORIDA 33138 Content...............................................................................page # 1: Wind load pressures Main House..................................................1-2 15344 A N FULL ARCHITECTURAL SERVICES C9 RESIDENTIAL cs COMMERCIAL cag CUSTOM DESIGN cx LEED CERTIFICATION JUANCDAVIDQJCDARCHITECT.COM ASCE 7-10 Wind Loads on Buildings (Directional Procedure) per ASCE 7-10 Description: SETH & LYNETTE LONG RESIDENCE Analvsis bv: DV I! I• • User Input Data Structure Type Building 175 mph Basic Wind Speed (V) Struc Category (I, II, III, or IV Exposure (B, C, or D) II C Struc Nat Frequency (0) Slope of Roof T 1 Hz 4.5 :12 Slope of Roof (_Theta_) Type of Roof I 20.6 Deg Hipped Kd (Directonality Factor) Eave Height (Eht) 0.85 10.25 ft Ridge Height (RHt)j 16.00 ft Mean Roof Height (Ht) 13.18 ft Width Perp. To Wind Dir (B) 58.41 ft Width Paral. To Wind Dir L 62.33 ft Calculated Parameters Type of Structure Height/Least Horizontal Dim Flexible Structure T 0.23 No Calculated Parawwliss mportance Factor _ • Hurricane Prone Region (VST"roph) • • Table 6-2 ValbQ$"; klpha :g = 9t1Q.b 0 At = 0.105 Bt = 1.000 Bm = 0.650 Cc = 0.200 I = 500.00 ft Epsilon = + 0.200 Zmin = 15.00 ft I Gust Factor Category I: Rigid Structures - Simplified Method Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 1 0.85 Gust Factor Category II: Rigid Structures - Complete Analysis Zm Izm Zmin L Cc * (33/z)^0.167 _ t t Y 15.00 0.2281 ft Lzm 1*(zm/33)^Epsilon 427.06 ft Q 6ust2 (1/(1+0.63*((Min(B,L)+Ht)/Lzm)^0.63))^0.5 0.925* 1+1.7*Izm*3.4*Q / 1+1.7*3.4*Izm r 0.9112 0.8783 Gust Factor Summary G ISince this is not a flexible structure the lessor of Gust1 or Gust2 are usq 0.85 condition tucp i Max + Max - _ Open Buildings Partially Enclosed -Buildings Enclosed Buildings 0.00 0.00 0.55 0.18 -0.55 -0.18 Enclosed Buildings 0.18 I I ASCE 7-10 Wind Loads on Buildings (Directional Procedure) per ASCE 7-10 y Figure 6-11 - External_ Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft ••---------•.•I 371�- + Ht�I 5 5 - --•• r• •• •• • •• •••••e 4 I • • 0 0*00 I 51 � Ins - �� �� I • • - _ NIA i��* a ••• • • • _ a T a a =T 5.272 =_>1 5.27 Ift FACTORED ALLOWABLE Component Area Zone GCp Wind Press (Ib/ft"2) Wind Press (Ib/ft"2) (ft^2) Max Min Max Min Max Min 1 20.00 4 5 0.95 -1.05 0.95 -1.29 63.74 -69.40 63.74 -83.37 38.25 -41.64 38.25 -50.02 20.00 2 20.00 4 0.95 -1.05 63.74 -69.40 38.25 -41.64 20.00 5 0.95 -1.29 63.74 -83.37 38.25 -50.02 A 48.56 4 0.88 -0.98 59.90 -65.55 35.94 -39.33 B 48.56 16.18 5 4 0.88 -1.16 0.96 r -1.06 59.90 -75.67 64.66 -70.32 35.94 -45.40 38.80 -42.19 16.18 5 0.96 -1.33 64.66 -85.20 38.80 -51.12 C 14.06 14.06 4 5 0.97 -1.07 0.97 -1.35 65.27 y -70.93 65.27 -86.42 39.16 + -42.56 39.16 -51.85 D 26.01 4 0.93 -1.03 62.60 -68.26 37.56 -40.96 26.01 5 0.93 -1.25 62.60 -81.09 37.56 -48.65 E 18.67 4 0.95 -1.05 64.04 -69.70 38.43 -41.82 18.67 5 0.95 -1.30 64.04 -83.96 38.43 -50.38 F 4.78 4 1.00 -1.10 66.75 -72.41 40.05 -43.45 4.78 5 1.00 -1.40 66.75 -89.38 40.05 -53.63 G 7.06 4 1.00 -1.10 66.75 -72.41 40.05 -43.45 7.06 5 1.00 -1.40 66.75 -89.38 40.05 -53.63 H 3.14 4 1.00 -1.10 66.75 -72.41 40.05 -43.45 3.14 5 1.00 -1.40 66.75 -89.38 40.05 -53.63 1 9.86 4 1.00 -1.10 66.75 -72.41 40.05 -43.45 9.86 5 1.00 -1.40 66.75 -89.38 40.05 -53.63 Note: Enter Zone 1 through 5, or 1 H through 3H for overhangs. a APPROVC i 4 0 J.C.D. J UAN C_ ARCHITECT , Incl�`- �AVI� R. A_ AR-00015344 LEEE) A00RE0ITEE) PROFESSIONAL design & E)evelopment Architecture Interiors Planning Construction ARCHITECT, INC. 1385 Coral Way, Su-m 40] o Miami, Plaids 33/45 o pryoria: (305) 285-4343 o Fax: (305) 285-4330 • • • PROPOSED NEW COVERED-r-: TERRACE :••:•: Sheet No. 01-05 06-08 09-10 11-11 12-16 443 NE 94th Street Miami Shores, FL 33138 Owner: Seth & Lynette Long TABLE OF CONTENT Description •••• •••••• • • • •••• • • • 0*00 •• • ..... 00 00 Foundation Design Concrete Beam Design Wood Joists Design Wood Ledger Design Wind Load Analysis as per ASCE 7-10 - �• '315344 •'� QQV._i��,e'�, R r Q J.C.D. ARCHITECT • Inc. JUAN C. DAVID R. A. .w ,m LEED ACCREDITED PROFE3310NA _ Design & Oevslopmsnt ArahllsCo:is wmwd rs PWWWWM Corww c•on wwcMr•ci, r+c isonwti.rr or , ---a . u._ao•aaa.+ • _oft srm JOB SET/ ADDRESS PROJECT No SHEET No OF CALCULATED BY DATE CHECKED BY DATE LG �U 33 W.G _...... ... . . . �5c p�� .4YEka. :ems c ....... 0.. 6 U 01 Title : Dsgnr: Description Scope : Job # Date: 2:30AM, 20 MAR 17 Rev 580000 User KW-0605358, Ver580, 1-Dec-2003 General FootingAnalysis & Design Page 1 (c)1983-2003 ENERCALC Engineering Software Seth_Long_Terrace.ECW Footings Description WF-16 (qs'=2.0 ksf) General Information Code Ref: ACI 318-02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Allowable Soil Bearing 2,000.0 psf Dimensions... • • • • • • • • • • • • Short Term Increase 1.330 Width along X-X Axis • • • • : 1.3Z3 U . • Seismic Zone 0 Length along Y-Y Axis ...... 1 %(I ft ; • • • • ; • Biaxial Applied Loads Footing Thickness • • •: •. 12.00 in . • Live & Short Term Combined Col Dim. Along X-X Axis 8.80 in* • • • • • • • • fc 3,000.0 psi Col Dim. Along Y-Y Axis 000000 .... INQ" ..... Fy 60,000.0 psi Base Pedestal Height ...... 0.000 in. ..:.. • Concrete Weight 150.00 pcf • • • • • • • .. • ... o Min Steel /0 0.0012 . Overburden Weight 100.00 psf Rebar Center To Edge Distancg•'; •; 3.50 fh • • Loads Applied Vertical Load... .. . ... • • Dead Load 1.600 k ...ecc along X-X Axis 0.000 in • • Live Load 0.700 k ...ecc along Y-Y Axis 0.000 in Short Term Load k Creates Rotation about Y-Y Axis Applied Moments... (pressures @ left & right) Dead Load k-ft Live Load k-ft Short Term k-ft Creates Rotation about Y-Y Axis Applied Shears... (pressures @ left & right) Dead Load k Live Load k ` Short Term k Creates Rotation about X-X Axis (pressures @ top & bot) k-ft k-ft k-ft Creates Rotation about X-X Axis (pressures @ top & bot) k k k Footing Design OK 1.33ft x 1.00ft Footing, 12.Oin Thick, w/ Column Support 8.00 x 12.00in x O.Oin high 1.33ft x 1.00ft Footing, 12.Oin Thick, w/ Column Suppo DL+LL DL+LL+ST Actual Allowable Max Soil Pressure 1,925.4 1,925.4 psf Max Mu 0.139 k-ft per ft Allowable 2,000.0 2,660.0 psf Required Steel Area 0.259 in2 per ft "X' Ecc, of Resultant 0.000 in 0.000 in Shear Stresses.... Vu Vn Phi "Y' Ecc, of Resultant 0.000 in 0.000 in 1-Way 0.000 93.113 psi X-X Min. Stability Ratio No Overturning 1.500 :1 2-Way 0.000 186.226 psi Y-Y Min. Stability Ratio No Overturning Ming Design Shear Forces ACI C-1 ACI C-2 ACI C-3 Vn' Phi Two -Way Shear 0.00 psi 0.00 psi 0.00 psi 186.23 psi One -Way Shears... Vu @ Left 0.00 psi 0.00 psi 0.00 psi 93.11 psi Vu @ Right 0.00 psi 0.00 psi 0.00 psi 93.11 psi Vu @ Top 0.00 psi 0.00 psi 0.00 psi 93.11 psi Vu @ Bottom 0.00 psi 0.00 psi 0.00 psi 93.11 psi Moments ACI C-1 ACI C-2 ACI C-3 Ru / Phi As Reo'd Mu @ Left 0.14 k-ft 0.10 k-ft 0.06 k-ft 2.1 psi 0.26 in2 per ft Mu @ Right 0.14 k-ft 0.10 k-ft 0.06 k-ft 2.1 psi 0.26 in2 per ft Mu @ Top 0.00 k-ft 0.00 k-ft 0.00 k-ft 0.0 psi 0.02 in2 per ft Mu @ Bottom 0.00 k-ft 0.00 k-ft 0.00 k-ft 0.0 psi 0.02 in2 per ft 02 Kev oouuuu User KW-0605358, (c)1983-2003 ENER Description Title : Job # Dsgnr: Date: 2:30AM, 20 MAR 17 Description Scope : 1-Dec-2003 General Footing Analysis & Design neering Software WF-16 (qs'=2.0 ksfl Page 2 Soil Pressure Summary .... 1 Service Load Soil Pressures Bottom- Top -Rig Bottom- • 0000 • • • • • • DL + LL 1,925.42 1,925.42 1,925.42 • •Top-Lef • • • 1,925.42 psf• . • DL+LL+ST 1,925.42 1,925.42 1,925.42 ...•.. 1,929.,1;tsf; ••••;• Factored Load Soil Pressures ...:.. • • • ACI Eq. C-1 2,853.13 2,853.13 2,853.13 2,853.1 p�f • • • • ACI Eq. C-2 2,139.84 2,139.84 2,139.84 . . . . • • 2,1301 psf. ACI Eq. C-3 1,260.26 1,260.26 1,260.26 • • 1,260.26 �gf " • • ACI Factors (per ACI 318-02, applied internally to entered loads) • • • • • .. • . . • . ... . . ACI C-1 & C-2 DL 1.400 ACI C-2 Group Factor 0.750 Add"I "14'*Rectos for Seismic. 1.400 . • ACI C-1 & C-2 LL 1.700 ACI C-3 Dead Load Factor 0.900 Add"I "0.0" Factc: for Seismic . 0.90Q. •; • ACI C-1 & C-2 ST 1.700 ACI C-3 Short Term Factor 1.300 • • • • • • ....seismic = ST' : 1.100 Used in ACI C-2 & C-3 • • • • •.... 03 Rev: 580000 User: KW-0605358, Ver 5.8 0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Description F-3x3x12 (12-4) Title : Dsgnr: Description Scope : Square Footing Design Job # Date: 2:31AM, 20 MAR 17 Page 1 General Information Code Ref: ACI 318-02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 .••• Dead Load 12.000 k Footing Dimension ft see*- 0 •.. • • • Live Load 4.500 k Thickness •8.000 • • 400 in • • • • . • Short Term Load 0.000k #of Bars •.••.• 4 ••.' ; ..•.;� Seismic Zone 0 Bar Size • • • • • • • 5 . • • Overburden Weight 0.000 psf Rebar Cover •�,•3.250 00*0 �••••� Concrete Weight 150.00 pcf fc ' . • 3 jmo.0 psi .... • 00000 LL & ST Loads Combine Fy . . .6p.OQ0.0 psi • . • • : • 0 • Load Duration Factor 1.330 • • • • • • • • • . • • • Column Dimension 0.00 in Allowable Soil Bearing • * "QW.00 psf . • Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. • .. •.: • Factoring of entered loads to ultimate loads within this program is according to ACI 318-02 C.2 ••••• • . • • • • • �� • • . Reinforcing R Rebar Requirement Actual Rebar "d" depth used 8.438 in As to USE per foot of Width 0.259 in2 200/Fy 0.0033 Total As Req'd 0.778 in2 As Req'd by Analysis 0.0009 in2 Min Allow % Reinf 0.0014 Min. Reinf % to Req'd 0.0014 % 3.00ft square x 12.Oin thick with 4- #5 bars Max. Static Soil Pressure 1,983.33 psf Vu : Actual One -Way Allow Static Soil Pressure 2,000.00 psf Vn'Phi : Allow One -Way Max. Short Term Soil Pressure 1,983.33 psf Vu : Actual Two -Way Allow Short Term Soil Pressure 2,660.00 psf Vn'Phi : Allow Two -Way Alternate Rebar Selections... Mu : Actual 3.29 k-ft / ft 4 # 4's 3 # 5's Mn ' Phi : Capacity 14.94 k-ft / ft 2 # 7's 1 # 8's Footing OK 23.03 psi 93.11 psi 87.42 psi 186.23 psi 2 # 6's 1 # 9's 1 # 10's 04 Title : Job # Dsgnr: Date: 2:32AM, 20 MAR 17 Description Scope: Rev 580000 User KW-0605358, Ver580. 1-Dec-2003 Square Footing Design (c)1983-2003 ENERCALC Engineering Software Description F-4x4x12 (20-9.5) Page 1 General information Code Ref: ACI 318-02, 1997 UBC, 2003 IBC, 2003 FPA 5000 Dead Load 20.000 k Footing Dimension 4.000 ft • • • • • • • • • • Live Load 9.500 k Thickness • • • 11.00 in • • • • • • Short Term Load 0.000 k # of Bars • • . • • . 5 • • • • • • • • • Seismic Zone 0 Bar Size • • •: • • 5 • • • Overburden Weight 0.000 psf Rebar Cover .. • 3.250 .... "' • fc � • .. a60.0 psi'.... Concrete Weight 150.00 pcf 00000 LL & ST Loads Combine F y • •.6Q*OQ p s� • • • • • • • •• Load Duration Factor 1.330 • • • • • • • • • • • • • Column Dimension 0.00 in Allowable Soil Bearing • • "QW.00 psf • .' Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 f; concrete desijn. • 000900 Factoring of entered loads to ultimate loads within this program is according to ACI 318-02 C.2 • • • • • Reinforcing • Rebar Requirement Actual Rebar "d" depth used 8.438 in As to USE per foot of Width 0.259 in2 200/Fy 0.0033 Total As Req'd 1.037 in2 As Req'd by Analysis 0.0016 in2 Min Allow % Reinf 0.0014 Min. Reinf % to Req'd 0.0021 % Summary Footing OK 4.00ft square x 12.Oin thick with 5- #5 bars Max. Static Soil Pressure 1,993.75 psf Vu : Actual One -Way 38.03 psi Allow Static Soil Pressure 2,000.00 psf Vn*Phi : Allow One -Way 93.11 psi Max. Short Term Soil Pressure 1,993.75 psf Vu : Actual Two -Way 161.68 psi Allow Short Term Soil Pressure 2,660.00 psf Vn*Phi : Allow Two -Way 186.23 psi Alternate Rebar Selections... Mu :Actual 5.94 k-ft / ft 6 # 4's 4 # 5's 3 # 6's Mn * Phi : Capacity 14.05 k-ft / ft 2 # 7's 2 # 8's 2 # 9's 1 # 10's 05 JOB J.C.D. ARCHITECT, Inc. JUAN C. DAVID R. A. A-- ADDRESS LEEO ACCREDITED PROFESSIONAL PROJECT No SHEET No OF Design & Oevelapmant ArchrtaMre interiors Manning Cord9mcdan CALCULATED BY DATE CHECKED BY DATE 4- Icrw A/ a o.00 • *woo *66*oo so oeoeo 'so so 6 oeseee o 3,f '•6/4 6 6c 7 soo.00• :so**: **is **so* so so so: Title : Job # Dsgnr: Date: 11:11AM, 21 MAR 17 Description Scope : r Rev 580000 User KW-0605358, Ver580, 1-Dec-2003 Multi -Span Concrete Beam Page 1 (c)1383-2003 ENERCALC Engineering Software Seth_Long_Temace.ECW:Beams Description B-1 (8"x16") Conc. Beam (1-Spans 15')(Seth) General Information Code Ref: ACI 318-02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 •••• Fy 60,000.0 psi Spans Considered Continuous Over Supports ACI D4ad 1j2d Factor • • • • 1.40 • • • • • fc 3,000.0 psi Stirrup Fy 60,000.0 psi ACI Liveload'Factor • • •:.70 • • Concrete Member Information • Description S-1 • • • • 000. • Span ft 15.00 0 • • •••• •••• ••••• Beam Width in 8.00 •••••• •• • ••••• • Beam Depth in 16.00 • • • • • • • 000000 End Fixity Pin -Pin 669000 • • Reinforcing Center Areal 0.88in2 • : . • Bar Depth, 13.75in • • • • • • • • • 0 • Left Areas 0.88in2 • • � • • • • . a... • Bar Depths 2.25in • • • • • • • • • • Right Area, 0.88in2 • • Bar Deptni 2.25in Loads Using Live Load This Span ??' Yes Dead Load Live Load k/ftl k/ft 0.384 0.300 Results Beam OK Mmax @ Cntr k-ft, 29.46 @ X = ft! 7.50 Mn ` Phi k-fti 49.29 Max @ Left End k-ft i 0.00 Mn ' Phi k-ft 1 49.29 Max @ Right End k-ftl 0.00 Mn " Phi k-ft 49.29 Bending OK Shear @ Left k 7.86 Shear @ Right k 7.86 Reactions & Deflections DL @ Left k 2.88 LL @ Left k 2.25 Total @ Left k 5.13 DL @ Right k 2.88 LL @ Right k 2.25 Total @ Right k 5.13 Max. Deflection @ X = Inertia : Effective in ft in4 -0.186 7.50 1,342.61 Shear Stirrups Stirrup Rebar Area in21 0.220 Spacing @ Left in, 6.88 Spacing @ .2'L im Not Req'd Spacing @ .4'L in Not Req'd Spacing @ .6" L in Not Req'd Spacing @ .8"L ini Not Req'd Spacing @ Right in 6.88 07 Rev 580000 User: KW-0605358, Ver 5 8 0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Description Query Values Location Moment Shear Deflection Title : Dsgnr: Description Scope: Multi -Span Concrete Beam B-1 (8"x16") Conc. Beam (1-Spans 15')(Seth) Job # Date: 11:11AM, 21 MAR 17 Page 2 Terrace. EC W Beams ft 0.00 • • •••• •••••• k-ft . • 0 • -0.0 • • k 7.9 • • • • •••••• r• • •.•••• in 0.0000 • 0 0 ••6f•• •••• •••• ••••• •• •• • •• •••••• f••••• • • a • • • • •••••• • • • • • Rev. 58"0 User KW-0605358, I (c)1983-2003 ENER —m Description Title : Dsgnr: Description Scope: 1-Dec-2003 Multi -Span Timber Beam neering Software Joist 3" x10" @ 16" o.c. (Gravity-16' Span)(Seth) Job # Date: 2:11AM, 20 MAR 17 Page 1 Terrace ECW Studs & Joists General Information Code Ref: 2001 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined Southern Pine, No.2 2 -4 Thick, 10 Wid Fb . Basic Allow 800.0 psi Elastic Modulus t k s i ••.••• Spans Considered Continuous Over Support Fv : Basic Allow 175.0 psi Load DuPa&igM Factor • lo4V • • Note: Repetitive Member Stress Increase of 1.15 being used for all members under4" wide •••:•• •• • •••••• - Hr� t 1 l • Timber Member Information ;••�•; .... ..•• Description 5-1 •••• •••• ••••• ...... .. . ..... Span ft 16.00 •••••• : '••' •••••• Timber Section 3x10 000000 • • • • • • • •••••• Beam Width in 2.500 • ••••• Beam Depth in 9.250 • • •••• • • • :••••; End Fixity Pin - Pin ••• • • • Le: Unbraced Length ft 8.00 •• Member Type Sawn 1 Loads Live Load Used This Span ? Yes Dead Load #/ft 34.00 Live Load #/ft 40.00 Results Mmax @ Cntr in-k 28.4 @ X = fti 8.00 Max @ Left End in-k 0.0 Max @ Right End in-k 0.0 fb : Actual psi 797.1 Fb : Allowable psi 891.0 Bending OK Shear @ Left k 0.59 Shear @ Right k 0.59 fv : Actual psi 34.8 Fv : Allowable psi 175.0 Shear OK Reactions & Deflection DL @ Left k 0.27 LL @ Left k 0.32 Total @ Left k 0.59 DL @ Right k 0.27 LL @ Right k 0.32 Total @ Right k 0.59 Max. Deflection in -0.473 @ X = ft 8.00 Query Values Location ft 0.00 Moment in-k 0.0 Shear k 0.6 Deflection in 0.0000 Title : Dsgnr: Description Scope : f Rev. 580000 User KW-0605358, Ver580, 1-Dec-2003 Multi -Span Timber Beam (c)1983-2003 ENERCALC Engineering Software Description Joist 2-3"x10" @ 16" o.c. (Gravity-16' Span)(Seth) Job # Date: 2:28AM, 20 MAR 17 Page 1 Terrace ECW:Studs & Joists General information Code Ref: 2001 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined Southern Pine, No.2 2 -4 Thick, 10 Wid Fb : Basic Allow 800.0 psi Elastic Modulus •1.4W.0 ksi Spans Considered Continuous Over Support Fv : Basic Allow 175.0 psi Load Dujation Factor ' • �tiQCO 0 0 • Note: Repetitive Member Stress Increase of 1.15 being used for all members under 4" wide • • • :0: �. Timber Member Information ...:.. . Description s-1 Span ft 16.00 .... ...... .... .. • ....• ••.••' Timber Section 3-2x10 • • • • • • • 0 . • . • • . • Beam Width in 4.500 •••••• • • • • • • Beam Depth in 9.250 • 0 0 • • • • • • • • • • • • • End Fixity Pin - Pin • • • • • • • • • Le: Unbraced Length ft 8.00 • • • • • • • ' • • Member Type Sawn •; Loads Live Load Used This Span ? Yes Dead Load #/ft 65.00 Live Load #/ft 78.00 Results Mmax @ Cntr in-k, 54.9 @ X = fti 8.00 Max @ Left End in-k' 0.0 Max @ Right End in-k 0.0 fb : Actual psi 855.7 Fb : Allowable psi 913.5 Bending OK Shear @ Left k 1.14 Shear @ Right k 1.14 fv : Actual psi 37.4 Fv : Allowable psi 175.0 Shear OK Reactions & Deflection DL @ Left k 0.52 LL @ Left k 0.62 Total @ Left k 1.14 DL @ Right k 0.52 LL @ Right k 0.62 Total @ Right k 1.14 Max. Deflection in -0.507 @ X = ft 8.00 Query Values Location ft 0.00 Moment in-k 0.0 Shear k 1.1 Deflection in 0.0000 Hill Rev User l (c)19 1-Dec-2003 ineenng Software Title : Dsgnr: Description Scope : Timber Ledger Design Description 2-2"x10" Wood Ledger Design (Seth) Job # Date: 2:17AM, 20 MAR 17 Page 1 Terrace ECW Studs & Joists jGeneral information Code Ref: 2001 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined. Ledger Width 3.000 in Uniform Load... Point Load... 0000 Ledger Depth 9.250 in Dead Load 360.00 #/ft Dead Load . • 0 oQ lts 0 0 • , Live Load 300.00 #/ft Live Ldv. • Ibs • Bolt Diameter 3/4" •0.8Q Spacing . 0. @ Bolt Spacing 12.000 in Horizontal Shear 0.00 #/ft Offset "' ; " 60.00 lh 000000 Load Duration Factors... Southern Pine, No.2 2 -4 Thick, 10 Wid • • • • • • Live Load 1.250 Fb Allowable 800.0 psi • • • • . . • • . • Short Term 1.330 Fv Allowable 175.0 psi •' • • • • • • • • • • • Ledger Stresses Load Combination : DL + LL DL + ST DL } LL'+ ST • . • • • • ; Maximum Moment 660.00 in-# 360.00 in-# 660.OQ in-# ;' • • • • • • Bending Stress 15.43psi 8.41 psi • 15.93psi •••... Stress Ratio 0.015 0.008 ..• 14 MaximumShear 431.41 Ibs 235.31 Ibs 431.41 Ibs Shear Stress 15.55 psi 8.48 psi 15.55 psi Stress Ratio 0.071 0.036 0.067 Bolt Loading Note: Bolt Design Value from NDS 8.2 / UBC 23 Using :Southern Pine Stress Summary DL + LL DL + ST DL+LL+ST Max. Vertical Load 660.00 Ibs 360.00 Ibs 660.00 Ibs Allow Vertical Load 3,687.50 Ibs 3,923.50 Ibs 3,923.50 Ibs Max. Horizontal Load 0.00 Ibs 0.00 Ibs 0.00 Ibs Allow Horizontal Load 7,687.50 Ibs 8,179.50 Ibs 8,179.50 Ibs Angle of Resultant 90.0 degrees 90.0 degrees 90.0 degrees Diagonal Component 660.00 Ibs 360.00 Ibs 660.00 Ibs Allow Diagonal Force 933.83 Ibs 979.18 Ibs 979.18 Ibs Final Stress Ratio 0.707 : 1.00 0.368 : 1.00 0.674 : 1.00 Stress Summary DL + LL Wood Bending Stress Ratio 0.015 :1.00 Wood Shear Stress Ratio 0.071 :1.00 Bolt Stress Ratio 0.707 :1.00 Wood Stress & Bolts OK DL + ST DL+LL+ST 0.008 :1.00 0.014 :1.00 0.036 :1.00 0.067 :1.00 0.368 :1.00 0.674 :1.00 11 J.C.D. ARCHITECT, Inc. Q JUAN C_ OAVIE-) R. A. AR-00015344 LEES AC0RE1DITEE3 PROFESSIONAL Design & Development Architecture Interiors Planning Construction ARCHITECT. INC. 138 Coral Wey, S— 40] o M—, F)— 33145 n Ph . (3051 285-4343 0 F— (305) 285-4330 • • • • • • •••• •••••• •••••• •• • ••••% • PROPOSED NEW COVERED.... .••••' ..... • •. ••••• ' ' ' TERRACE .... . .. ...... . . . . ...... .... • • 443 NE 94th Street '" Miami Shores, FL 33138 Owner: Seth & Lynette Long TABLE OF CONTENT Sheet No. Description 01-05 Foundation Design 06-08 Concrete Beam Design 09-10 Wood Joists Design 11-11 Wood Ledger Design 12-16 Wind Load Analysis as per ASCE 7-10 JOB SETS ' J.C.D. ARCHITECT, Inc. ADDRESS QJUAN C. DAVID R. A. nammsw LEER ACCREDITED PROFESSIONAL PROJECT No SHEET No OF Design & Development Architecture Interlors Planning consruction CALCULATED BY ixa wr wa. ew..m • r..• rein. x+u . rb� tsa xs+w • cs •m as vo DATE ,wcHrrzR. n+c. CHECKED BY DATE . . • •• . • . • • ..... . • •.• • • r li.7 3 00*000 000*0 • 3/21 /2017 WIND10 v3-20 Detailed Wind Load Design (Method 2) per ASCE 7-10 Description: Seth Terrace Company Name: J.C.D. Analysis by: O.G. .. 9000 0 Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.22 Flexible Structure No Gust Factor Category I: Rigid Structures - Simplified Method Gust1 lFor rigid structures (Nat Freq > 1 Hz) use 0.85 1 0.85 Gust Factor Category II: Rigid Structures - Complete Analysis Zm 0.6 " Ht 7.95 ft Izm Cc " (33/z)^0.167 0.1902 Lzm 1*(zm/33)^Epsilon 544.06 ft Q (1/(1+0.63*((Min(B,L)+Ht)/Lzm)^0.63))^0.5 0.925 1+1.7'Izm*3.4`Q)/(1+1.7"3.4" Izm)) 0.9219 Gust2 0.8872 Gust Factor Summary G ISince this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.851 di Fig 6-6 Internal Pressure Coefficients for Buildings. Gcpi Condition Gc i Max + Max - Open Buildings Partially Enclosed Buildings Enclosed Buildings 0.00 0.55 0.18 0.00 -0.55 -0.18 Enclosed Buildin s 0.18 Developed by Meca Enterprises, Inc. Copyright 2010 J.C.D. Page No. 1 of 4 13 3/21 /2017 WIND10 v3-20 Detailed Wind Load Design (Method 2) per ASCE 7-10 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights Elev ft Kz Kzt qz lb/ft-2 Pressure Ib/ft"2) Windward Wall* +GCpi T -GCpi Leeward Wall +GCpi r -GCpi Total +/-Gcpi Shear (Kip) Moment (Kip-ft) 16.25 1.04 1.00 69.62 34.98 59.70 -41.54 -16.82 76 52 6.08' • 3.77 15 1.03 1.00 68.65 34.33 59.04 -41.54 -16.82 755016.e 77.72,_, 6 5.60 Note: 1) Positive torces act toward the Lace and Negative torces act away trom the tace. 9 9 0 0 0 * Figure 6-6 - External Pressure Coefficients, Cp •••:•. Loads on Main Wind -Force Resisting Systems M hod 2) • • • • .0*0 .e:*e: Thet B' h.. z ILL - Variable Formula Value Units Kh 2.01*(15/zg)^(2/Alpha) 1.03 Kht Topographic factor (Fig 6-4) 1.00 Qh .00256*(V)^2*Kh*Kht*Kd 68.65 psf Khcc Qhcc Comp & Clad: Table 6-3 Case 1 1.002M *VA 2*Khcc*Kht*Kd 1 1.03 68.65psf Wall Pressure Coefficients, Cp Surface C Windward Wall See Figure 6.5.12.2.1 for Pressures 0.8 Roof Pressure Coefficients, Cp Roof Areas . ft.) - Reduction Factor 1 1.00 Calculations for Wind Normal to 63 ft Face Cp Pressure (psf) Add:twnal Runs may b r q.+ for other wind dire r,!Pons +GCpi -GCpi Leeward Walls (Wind Dir Normal to 63 ft wall) -0.50 -41.54 -16.82 Leeward Walls (Wind Dir Normal to 59 ft wall) -0.49 -40.74 -16.03 Side Walls -0.70 -53.21 -28.49 Roof - Wind Normal to Ride Theta>=10 - for Wind Normal to 63 ft face Windward - Min Cp -0.45 -38.50 -13.79 Windward - Max Cp 0.05 -9.32 15.39 Leeward Normal to Ridge -0.53 -43.05 -18.34 Overhang Top (Windward) -0.45 -26.14 -26.14 Overhang Top (Leeward) -0.53 -30.70 -30.7011 Developed by Meca Enterprises, Inc. Copyright 2010 J.C.D. Page No. 2 of 4 14 WIND10 v3-20 Detailed Wind Load Design (Method 2) per ASCE 7-10 Overhang Bottom (Applicable on Windward only) 0.80 46.69 46.69 Roof - Wind Parallel to Ride All Theta - for Wind Normal to 59 ft face Dist from Windward Edge: 0 ft to 26.5 ft - Max Cp -0.18 -22.86 1.85 Dist from Windward Edge: 0 ft to 6.625 ft - Min Cp -0.90 -64.88 -40.16 Dist from Windward Edge: 6.625 ft to 13.25 ft - Min Ci -0.90 -64.88 -40.16 Dist from Windward Edge: 13.25 ft to 26.5 ft - Min Cp -0.50 -41.54 -16.82 Dist from Windward Edge > 26 5 ft -0 30 -29 86 �5 1 * Horizontal distance from windward edge Figure 6-10 - External Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht - 60 ft •.��� Kh = 2.01*(15/zg)^(2/Alpha) = 1.03 •.',.' Kht = Topographic factor (Fig 6-2) = 1.00 •...,. Qh = 0.00256*(V)^2*Kh*Kht*Kd = 68.65 Theta = Angle of Roof = 16.3 Deg • Transverse Direction Longitudinal Direction Torsional Load Cases Wind Pressures on Main Wind Force Resisting System Surface GCpf +GCpf -GCpf qh s Min P s Max P s 1 2 0.50 -0.69 0.18 0.18 -0.18 -0.18 68.65 68.65 21.83 -59.73 46.54 -35.01 3 -0.45 0.18 1 -0.18 68.65 -43.45 -18.73 4 -0.40 0.18 -0.18 68.65 -39.51 -14.79 5 -0.45 0.18 -0.18 68.65 -43.25 -18.54 6 -0.45 0.18 -0.18 68.65 -43.25 -18.54 1 E 0.75 0.18 -0.18 68.65 39.35 64.06 2E -1.07 0.18 -0.18 68.65 -85.82 -61.10 3E -0.65 0.18 -0.18 68.65 -57.02 -32.30 4E -0.59 0.18 -0.18 68.65 -52.74 -28.02 p = qn - ((;cpt - uupl) Developed by Meca Enterprises, Inc. Copyright 2010 J.C.D. 3/21 /2017 • , • .. •••••• • • • •,•••• ••, • • • . • Page No. 3 of 4 15 a WIND10 v3-20 Detailed Wind Load Design (Method 2) per ASCE 7-10 Figure 6-11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft It a - a Hipped Roof 7 < Theta <= 27 -ja a a = 5.3 ==> 1 5.30 ft Double Click on anv data entry line to receive a help Screen • • .•.••• •••••• •••• • • •••••• • • • 00 • • Component width (ft) Span (ft) Area (ft^2) Zone GCp Max T Min ind Press (lb/ft^ _ Max Min J-1 1.333 17 96.33 1 0.30 -0.80 33.18 -67.39 J-1 1.333 17 96.33 2 0.30 -1.21 33.18 -95.30 J-1 1.333 17 96.33 3 0.30 -1.21 33.18 -95.30 0.00 OH 2 2 4.00 1 H 0.50 -0.90 34.33 -61.79 O H OH 2 2 2 2 4.00 4.00 0.00 2 H 3H 0.50 0.50 -2.20 -3.70 34.33-151.04 34.33-254.02 Wall 1 10 33.33 4 0.91 -1.01 74.67 -81.54 Wall 1 10 33.33 5 0.91 -1.22 74.67 -95.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Note: " Enter Zone 1 through 5, or 1 H through 3H for overhangs. 3/21 /2017 Developed by Meca Enterprises, Inc. Copyright 2010 J.C.D. Page No. 4 of 4 16 FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Seth Long Residence Builder Name: Street: 443 NE 94 St Permit Office: Miami Shores City, State, Zip: Miami Shores , FL , 33138 Permit Number: - Owner: Jurisdiction: 232600 Design Location: FL, Miami County:: Miami -Dade (Florida Climate Zone 1 ) 1. New construction or existing Existing (Projecte 9. Wall Types (2132.3 sqft.) Insulgtffdtf . • Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul. E);erioj • • 0 0 .4=4.1. • • 2132.30 11 b. N/A .. . R= • ••. ft2 • • • 3. Number of units, if multiple family 1 c. N/A • • • • • • • R= • • • RP • • • • 4. Number of Bedrooms 3 d. N/A •... . R= . 42 • 10. Ceiling Types (1911.0 sqft.) • • • • I sula*" • Area • 5. Is this a worst case? No a. Under Attic (Vented) �.... • Z3a.G..9611.00 file.. • 6. Conditioned floor area above grade (ftZ) 1911 b. N/A . •.... R= .. . fi::.. Conditioned floor area below grade (ft2) 0 c. N/A . • .. R= • .. fi ..... • 1 1 . Ducts ...... • R ftZ • 7. Windows(289.7 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Mafi 2 • • • 6 3" .0: • a. U-Factor: Sgl, U=1.08 289.74 ft2 000000 0 SHGC: SHGC=0.50 • • . ••••• b. U-Factor: N/A ft2 12. Cooling systems " ' kBtd/Mr* . rfficienty ' SHGC: a. Central Unit 42.0 St�tR:14.00 b. Central Unit 12.0 SEER:17.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Strip Heat 25.0 COP:1.00 SHGC: b. Electric Heat Pump 13.6 HSPF:8.20 Area Weighted Average Overhang Depth: 4.959 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems a. Electric Tankless Cap: 1 gallons 8. Floor Types (1911.0 sqft.) Insulation Area EF: 0.990 a. Slab -On -Grade Edge Insulation R=0.0 1911.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.152 Total Proposed Modified Loads: 84.65 PASS Total Baseline Loads: 90.01 01F� S�gTF I hereby certify that pia Ttd•§p2cQi�ations. ,,,o vered by �n;co, Review of the plans and this calculation ar lia a with the f1o� da Energy specifications covered by this Qt-tiAE 1� Code. C. DAB/� •, calculation indicates compliance � � v„ ^s�',�VO .i R .. with the Florida Energy Code. PREPARED B Before construction is completed .- DATE: this building will be inspected forcompliance with Section 553.908 @10' hereby certify thab ffdr ng, as degigi Q isi compliance Florida Statutes.I �.0 with the Florida Energ Code E® �(IQ OD y� 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 R403.2.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 3/29/2017 4:26 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: Seth Long Residence Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area. 1911 Lot # Owner: Total Stories: 1 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 443 NE 94 St Permit Office: Miami Shores Cross Ventilation: No County: Miami -Dade - Jurisdiction: 232600 Whole House Fan: No City, State, Zip: Miami Shores, Family Type: Single-family FL , 33138 New/Existing: Existing (Projected) Comment: CLIMATE ' / IECC Design Temp Int Design Tempi •; j sting pesign Deily Tergp v Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer• A,earee Days, Ygisture :111t : FL. Miami FL MIAMI INTL AP 1 51 90 70 75 149.5 56 "iow• BLOCKS •� �� •� ������ Number Name Area Volume ' ' :..•:. """ 1 Block1 1500 12000 • • • • • • • • • 2 Block2 411 3699 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1500 12000 Yes 4 2 1 Yes Yes Yes 2 Main 2 411 3699 No 2 1 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 1 197 ft 0 1500 ft2 ---- 0 0 1 2 Slab -On -Grade Edge Insulatio Main 1 87 ft 0 411 ft2 ---- 0 0 1 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch v # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Barrel tile 2014 ft2 0 ft2 Medium 0.1 No 0.9 No 0 18.4 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 150 1911 ft2 N Y 3/29/2017 4:26 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FnRM R4n5-?t714 CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 1 30 Batt 1500 ft2 0.11 Wood 2 Under Attic (Vented) Main 1 30 Batt 411 ft2 0.11 Wood WALLS / Adjacent Cavity Width Height Sheathing Framing Solar Below 1Z-#-Ornt To Wall Type Space _Value Et la Ft In Area R alue Fraction ° 1 N Exterior Concrete Block - Int Insul Main 1 4.1 45 6 8 0 364.0 ft2 0.05 0 0.05 0 _ 2 S Exterior Concrete Block - Int Insul Main 1 4.1 58 6 8 0 468.0 ft2 0.05 C• • • • • 0.05 0 3 E Exterior Concrete Block - Int Insul Main 1 4.1 40 1 8 0 320.7 ft2 ; 'OV "' 0.05 - 4 W Exterior Concrete Block - Int Insul Main 1 4.1 32 11 8 0 263.3 ft2 ,y • Q • 0.05 ... Q 5 N Exterior Concrete Block - Int Insul Main 2 4.1 13 8 9 0 123.0 ft2 • • • L" 0 • 0.05 • a 6 S Exterior Concrete Block - Int Insul Main 2 4.1 13 8 9 0 123.0 ft2 .01010.5 .6 0 • 0.05' fl 7 E Exterior Concrete Block - Int Insul Main 2 4.1 22 2 9 0 199.5 ft2 PX Q 0.05 t 8 W Exterior Concrete Block - Int Insul Main 2 4.1 30 1 9 0 270.8 W • • -0 05 :0 * • • 0 0.05 • • • • • 6 DOORS •••••• # Ornt Door Type Space Storms U-Value %idth : •Height• eArea o Ft In Ft • 1 S Wood Main 1 None .46 3 6 8 20 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. / Wall Overhang v # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 None Single (Clear) Yes 1.08 0.5 48.6 ft2 1 ft 6 in 1 ft 4 in None None 2 N 1 None Single (Clear) Yes 1.08 0.5 32.4 ft2 1 ft 6 in 1 ft 4 in None None 3 S 2 None Single (Clear) Yes 1.08 0.5 14.3 ft2 1 ft 6 in 1 ft 4 in None None 4 S 2 None Single (Clear) Yes 1.08 0.5 9.0 ft2 1 ft 6 in 1 ft 4 in None None 5 S 2 None Single (Clear) Yes 1.08 0.5 25.7 ft2 1 ft 6 in 1 ft 4 in None None 6 S 2 None Single (Clear) Yes 1.08 0.5 13.3 ft2 8 ft 8 in 1 ft 4 in None None 7 E 3 None Single (Clear) Yes 1.08 0.5 18.8 ft2 1 ft 6 in 1 ft 4 in None None 8 E 3 None Single (Clear) Yes 1.08 0.5 40.0 ft2 24 ft 2 in 10 ft 0 in None None 9 W 4 None Single (Clear) Yes 1.08 0.5 14.3 ft2 1 ft 6 in 1 ft 4 in None None 10 W 4 None Single (Clear) Yes 1.08 0.5 4.7 ft2 1 ft 6 in 1 ft 4 in None None 11 W 4 None Single (Clear) Yes 1.08 0.5 9.8 ft2 1 ft 6 in 1 ft 4 in None None 12 E 7 None Single (Clear) Yes 1.08 0.5 48.6 ft2 1 ft 6 in 0 ft 10 in None None 13 E 7 None Single (Clear) Yes 1.08 0.5 10.5 ft2 1 ft 6 in 0 ft 10 in None None 3/29/2017 4:26 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000261 1308.3 71.82 135.07 .1801 5 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP:1 25 kBtu/hr 1 sys#1 2 Electric Heat Pump None HSPF:8.2 13.6 kBtu/hr 2 .... Ductless COOLING SYSTEM .. . 966* . .•. # System Type Subtype Efficiency Capacity Air Flolt " SHR Block * tiuc�. 1 Central Unit Split SEER: 14 42 kBtu/hr 1260.�f" 0.7 1 2 Central Unit Split SEER: 17 12 kBtu/hr 360lddt- 0.68 .... VWgv HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPne toot rwatlon 1 Electric Tankless Main 1 0.99 1 gal 60 gal 120 de4 . . • �Norle • SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ftz DUCTS ---- Supply ---- ---- Return ---- Air CFM 25 CFM25 HVAC # v # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 386 ft2 Attic 75 ftZ Default Leakage Main 2 (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Feb Mar HeatinHJan HFeb Mar j j A r [ j j Apr j j Ma rj Jun [X] Jul X] Au [X] Se j j j May Jun j j Jul j Au[ ] Sep [ ] Oct [ ]Nov Oct (Xj Nov j Dec (XDec Ventin Jan Feb Mar [X] A r [ ] Ma Jun [ j Jul [ ] Aug [ ] Se [X] Oct [X] Nov [ Dec 3/29/2017 4:26 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 Thermostat Schedule: HERS 2006 Reference Schedule Type 1 2 Cooling (WD) AM 78 7£ PM 80 8( Cooling (WEH) AM 78 7£ PM 78 7£ Heating (WD) AM 66 6( PM 68 6£ -Heating (WEH) AM 66 6( PM 68 6£ Hours 3 4 5 6 7 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 66 66 66 68 68 68 68 68 68 68 66 66 66 68 68 68 68 68 68 68 8 9 10 11 12 78 80 80 80 80 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 68 68 68 68 68 68 68 68 66 66 68 68 68 68 68 68 68 68 66 66 • Y • Y . • • • • • • • . • • • • •••••• • . 09, 3/29/2017 4:26 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Seth Long Residence Builder Name: Street: 443 NE 94 St Permit Office: Miami Shores City, State, Zip: Miami Shores , FL, 33138 Permit Number: Owner: Jurisdiction: 232600 Design Location: FL, Miami COMPONENT CRITERIA .••• CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building enverope,'. Exterior thermal envelope contains a continuous barrier. ." �. Breaks or joints in the air barrier shall be sealed. "°:0' " "'"' Air -permeable insulation shall not be used as a sealing material' Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned willa "....� ,.... insulation and any gaps in the air barrier shall be sealed. .Does. .. o ;...t.. Access openings, drop down stairs or knee wall doors to unconditioned: '..' ..... attic spaces shall be sealed. D....e .' Corners and headers shall be insulated and the junction of tht foundation ;... . " Walls and sill plate shall be sealed. ; .'. ' :y., The junction of the top plate and the top or exterior walls shall Dd se'gled. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/doorjambs and framing and skylights and L/ framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I N vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow 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 spaces. ti} Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. 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 extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication 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. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 3/29/2017 4:26 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole ullding Performance and Prescriptive Ivletnoas ADDRESS: 443 NE 94 St Permit Number: Miami Shores, FL, 33138 MANDATORY REQUIREMENTS See individual code sections for full details. 401.3 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 Statues] 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 plans / and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage ina ccorPnce wi#:6gge1quiremggtjpL. Sections 02.1 through R402.4.4. • • • • R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Section* Ri03i.1.1 and.F002i4.1.2.-51"oo• sealing methods between dissimilar materials shall allow for differential expansion and contraction.. • • o • • • • • • R402.4.1.1 Installation. The components of the building thermal envelope as listed in Tableo4U2%1.1 shij"( stalled in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as appflC9ble to the Mftd of corMr b!lgp. Where required by the code official, an approved third party shall inspect all components and0A:ijt:mpliar'� , •. ••••• •• •• • •• •••••• • R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an 4i:lp;f Ve rate of nQt exceeding 5 �R changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8t Testinfq shawl be conqL�cjegcith a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shaI6biE000►,4ucted by an approved third party. A written report of the results of the test shall be signed by the party corzuctipgdhe tesiand provided to lie code official. Testing shall be performed at any time after creation of all penetrations of the building tngrma? enveld�'V . 00 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, backdraft 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; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. 0 R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. V 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 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. xception: Site -built windows, skylights and doors. VI"FR402.4.4 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 E 283 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. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 403.1.3 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. R403.2.2 Sealing (Mandatory)AII ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free' by either of the following: Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm (85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 3/29/2017 4:26 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Corn Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C) or below 55°F (13°C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having ve*Acal pipe risirs have '. heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially av&1J`de'Reat trap tPa ' • • • • • • downward and upward bend of at least 3 '/� inches (89 mm) in the hot water distribution line and cold water Iintl&% 2H as close 25 possible: to the storage tank.� •••• •••• • • R403.4.4 Water heater efficiencies (Mandatory). •••• •••• ••••• •••••• •• • ••••• R403.4.4.1 Storage water heater temperature controls • • • • • •• •• • •• •••••• R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with 4"13tiF temperatuje controls • capable of adjustment from the lowest to the highest acceptable temperature settings for the :iterfdeQ use. 1:he minimum temperature setting range shall be from 100°F to 140°F (38°C to 60oC). • • • • • • R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provktd to permitsthe eower supplied • to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the.rsmain burner(s) of combustion types of service water heating systems to be turned off. (X403.4.4.2 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 met the criteria Section R403.4.4.2.1. R403.4.4.2.1 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. p R403.5 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 ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. ti6.+' R403.6 yeating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. k R403.6.1 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 which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. • R403.6.1.1 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 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 3/29/2017 4:26 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection 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 temperature 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: Attached single- and multi -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 multi -family units, the capacity of equipment may be sized in accordance with good design practice. ; . •. •' •' • • • • • • R403.6.1.2 Heating equipment capacity • • • • • • • • • ...... R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Seclipp..; R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater ihan%e design?8ATigg load' • R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized wi1ly�,Q ;� of thedesigp • requirements calculated according to the procedure selected in Section R403.6.1. • • • • • • • • • R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipme�t'vli"tural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. • • • . ....:. ..••.. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cool%.p! hating e"jpmVt caparR)tQrf in intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment si2V*.or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. ❑ R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. ❑ R403.8 Snow melt 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 55°F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40oF. ❑ R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANS I/APSP-1 5. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space 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 gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 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. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: • 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed 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: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 erformance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 3/29/2017 4:26 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 94 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows" Description a. U-Factor: Sgl, U=1.08 SHGC: SHGC=0.50 b. U-Factor: N/A SHGC: c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A I certify that this home ha Construction through th in this home before f based on installed CA Builder Signature: Address of New 443 NE 94 St, Miami Shores, FL, 33138 Existing (Projecte 9. Wall Types Insulaji8M * *. Area Concrete Block - Int Insul. Ex$rior.' R=4.1 • •"32.30 fN • • • • • Single-familya. • • .. b. N/A ' R= . • • • ft2 • 1 c. N/A ...... R= •• . fti.•••• 3 d. N/A •••..• R= . ft:..•.0 10. Ceiling Types . • • • • 6 InsuIatitM • • Area • • No a. Under Attic (Vented) . • • • • 13=30.0p • •1011.00 We 9 e 9 1911 b. N/A •••••• R= •• • We00.' c. N/A ..••.• R= : •.•� 1060•6 Area .74 2 11. Ducts a. Sup: Attic, Ret: Attic, AH: .•..•. . R ft2 .' • Mai 2 ' ; � • 6 3$'; • � • • ft2 • • • • . . . ...... 12. Cooling systems • kBtuMr . Efficiency ' ft2 a. Central Unit 42.0 SE1'R:14.00 b. Central Unit 12.0 SEER:17.00 ft2 13. Heating systems kBtu/hr Efficiency a. Electric Strip Heat 25.0 COP:1.00 4.959 ft. b. Electric Heat Pump 13.6 HSPF:8.20 0.500 Insulation Area 14. Hot water systems Cap: 1 gallons R=0.0 1911.00 ft2 a. Electric EF: 0.99 R= ft2 R= ft2 b. Conservation features None 15. Credits Pstat '4156-;Florida Energy Efficiency Code for Building 2atures which will be installed (or exceeded) erbui "new EPL Display Card will be completed �FRED Date: APR 0 3 2017 City/FL Zip: KAM( �7A&lqt5 ret, 3� 138 *Note: This is not a B y ting. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives I you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 3/29/2017 4:27 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 Residential 443 NE 94 St Miami Shores, FL 33138 System Sizing Calculation Summary Project Title: Seth Long Residence- 3/29/2017 Location for weather data: Miami IAP, FL - Defaults: Latitude(26) Altitude(30 ft.) Temp Range(L) Humidity data: Interior RH 50% Outdoor wet bulb 78F Humidity difference 57 r. Winter design temperature(MJ8 99%) 52 F Summer design temperature(MJ8 99%) 96•4- Winter setpoint 70 F Summer setpoint ; •'• 75••F� •• Winter temperature difference 18 F Summer temperature difference" 4 P; Total heating load calculation 23827 Btuh Total cooling load calcuiatiori'':'' 5029T Bfuh " Submitted heating capacity % of calc Btuh Submitted cooling capacity ••�o of calc O tGoo*uh Total (Electric Strip Heat) 162.0 38600 Sensible (SHR = 0.75) • 0000 • 94.9• •40500 0. 0 Latent . • ... • 17Z.0 13500 Total 000000 1014' •54000 WINTER CALCULATIONS Winter Heatina Lnad (for 1911 soft) Load component Load Window total 290 sqft 5632 Btuh Wall total 1823 sqft 4859 Btuh Door total 20 sqft 166 Btuh Ceiling total 1911 sqft 1559 Btuh Floor total See detail report 6032 Btuh Infiltration 75 cfm 1491 Btuh Duct loss 4087 Btuh Subtotal 23827 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 23827 Btuh Summer Coolino Lnad (for 1911 snft) so i c�;nn9,ra.5�, rans12 4%, I F SUMMER CALCULATIONS Load component Load Window total 290 sqft 14295 Btuh Wall total 1823 sqft 5399 Btuh Door total 20 sqft 322 Btuh Ceiling total 1911 sqft 6843 Btuh Floor total 0 Btuh Infiltration 57 cfm 1243 Btuh Internal gain 8180 Btuh Duct gain 6387 Btuh Sens. Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 42668 Btuh Latent gain(ducts) 1136 Btuh Latent gain(infiltration) 2190 Btuh Latent gain(ventilation) 0 Btuh Latent gain(internal/occupants/other) 4300 Btuh Total latent gain TOTAL HEAT GAIN 7626 50295 Btuh Btuh I Ceilingsrl3.,,6i -7 "tlndoNs1 Nindo-,as(2o".d peso Latentint(3.5°�0�: Int.Gaini13.3%, EnergyGauge® Sy st i n' PREPARED BY: �/� DATAP EnergyGaugeC / USRCZB v5.1,'. F?E0 �. System Sizing Calculations - Summer Residential Load - Room by Room Component Details Project Title: 443 NE 94 St Seth Long Residence - Miami Shores, FL 33138 3/29/2017 Reference City: Miami IAP, FL Temperature Difference: 20.OF(MJ8 99%) Humidity difference: 57gr. Component Loads for Room #1: Main 1 Type' Overhang Window Area(sqft) HTM"':' • Window Panes SHGC U InSh IS Ornt Len H t Gross Shaded Unshaded Shaded Unshaded 1 1 NFRC 0.50, 1.08 No No N 1.5ft 1.3ft 48.6 0.0 48.6 32 • ,; 2 1 NFRC 0.50. 1.08 No No N 1.5ft 1.3ft 32.4 0.0 32.4 32 32" 3 1 NFRC 0.50, 1.08 No No S 1.5ft 1.3ft 14.3 14.3 0.0 32 0:14' • •: 4 1 NFRC 0.50, 1.08 No No S i 1.5ft 1.3ft 9.0 9.0 0.0 32 ON • • 5 1 NFRC 0.50, 1.08 No No S 1.5ft 1.3ft 25.7 25.7 0.0 32 •14 • • • 6 1 NFRC 0.50, 1.08 No No S 8.7ft 1.3ft 13.3 13.3 0.0 32 :34' ; 7 1 NFRC 0.50, 1.08 No No E 1.5ft 1.3ft i 18.8 0.0 18.8 32 .70 • j •�q • 8 1 NFRC 0.50, 1.08 No No E 24.2f 10.Of 40.0 40.0 0.0 32 «, 9 1 NFRC 0.50, 1.08 No No W 1.5ft 1.3ft 14.3 0.0 14.3 32 70 10 1 NFRC 0.50, 1.08 No No W 1.5ft 1.3ft 4.7 0.0 4.7 32 70 11 1 NFRC 0.50, 1.08 No No W 1.5ft 1.3ft 9.8 0.0 9.8 32 70 Window Total 231 (sqft) Walls Type U-Value R-Value Area(sqft) HTM 1 Concrete Blk,Hollow - Ext 2 Concrete BIk,Hollow - Ext 3 Concrete Blk,Hollow - Ext 4 Concrete Blk,Hollow - Ext Wall Total Doors 'Type 1 Wood - Exterior Door Total Ceilings 1 2 Floors 1 2 Type/Color/Surface Unvented Attic/Light/Tile Unvented Attic/Light/Tile Ceiling Total Type Slab On Grade Slab On Grade Floor Total Cav/Sheath 0.15 4.1/0.1 283.1 3.0 0.15 4.1/0.1 385.7 3.0 0.15 4.1/0.1 261.9 3.0 0.15 4.1/0.1 234.6 3.0 U-Value 0.049 0.032 1165 (sqft) Area (sqft) 20.0 20 (sqft) R-Value Area(sqft) 19.0/0.0 1500.0 30.0/0.0 411.0 1911 (soft) R-Value Size 0.0 1500 (ft-perimeter) 0.0 411 (ft-perimeter) 1911.0 (soft) HTM 16.1 HTM 3.87 2.52 HTM 0.0 0.0 La9d :••••• I •� •Btuh i ' tour Btuh 1•••• ; •g62 Btuh • • • • • 29& Btuh i••••• 833 Btuh 432, Btuh • ;13P9•Btuh ���•�� 1297 Btuh • • • • • • 1a02 :Btuh 33d *Btuh 687 Btuh 9279 Btuh Load 839 Btuh 1143 Btuh 776 Btuh 695 Btuh 3452 Btuh Load 322 Btuh 322 Btuh Load 5809 Btuh 1034 Btuh 6843 Btuh Load 0 Btuh 0 Btuh 0 Btuh Zone Envelope Subtotal: 19896 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Natural 0.22 12000 0.64 36.2 Load 795 Btuh Internal gain Occupants Btuh/occupant Appliance 1 4 X 230 + 5600 Load 6520 Btuh Sensible Envelope Load: 27211 Btuh Duct load i 1 Average sealed, Supply(R6.0-Attic), Return(R6.0-Attic) (DGM of 0.235) 6387 Btuh Sensible Zone Load 33597 Btuh EnergyGauge® / USRCZB v5.1 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate: FL_MIAMI_INTL_AP 443 NE 94 St Seth Long Residence - Miami Shores, FL 33138 3/29/2017 Component Loads for Room #2: Main 2 Window 1 Panes 12 ! 1 NFRC 0.50, 1.08 No No 13 1 NFRC 0.50, 1.08 No No Window Total Walls I Type 5 Concrete BIk,Hollow - Ext 6 Concrete BIk,Hollow - Ext 7 Concrete Blk,Hollow - Ext 8 Concrete Blk,Hollow - Ext Wall Total •••• Type' Overhang Window Area(sqft) HTM • • ' L'Act •; • SHGC U InSh IS Ornt Len Hgt I Gross Shaded Unshaded Shaded UnV;JcZs' • • • • • • • • E 1.5ft 0.8ft i 48.6 3.8 44.8 32 '7U • • • 32-M Btuh • • E 1.5ft 0.8ft 10.5 0.8 9.7 32 • • � •?U94 Btuh • • 59 (sgft) •" •••• 395�9Btuh •.••� U-Value R-Value Area(sqft) HIM"; Lbpd% ' • • • • Cav/Sheath of so 0.15 4.1/0.1 123.0 tb% 0: 364 Btuh • • 0.15 4.1/0.1 123.0 1.0 • IV. Btuh •••••• 0.15 4.1/0.1 140.4 V • 416 Btuh • • 0.15 4.1/0.1 270.8 .0. 3.00 ! •9602 *Btuh :•��•: 657 (soft) 19d-A13tuh Zone Envelope -btnt;;':5925 Btuh--, i Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Load Natural 0.22 3699 0.36 20.4 448 Btuh Internal Occupants Btuh/occupant Appliance Load gain 2 X 230 + 1200 1660 Btuh Sensible Envelope Load: 8033 Btuh Duct load No ducts assigned to this zone. (DGM of 0.000) 0 Btuh Sensible Zone Load ! 8033 Btuh t I i The following window Excursion will be assigned to the system loads. Windows July excursion for System 1 0 Btuh July excursion for System 2 1038 Btuh Excursion Subtotal: 1038 Btuh Duct load 0 Btuh Sensible Excursion Load 1038 Btuh EnergyGauge® / USRCZB v5.1 Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate: FL_MIAMI_INTL_AP 443 NE 94 St Seth Long Residence - Miami Shores, FL 33138 3/29/2017 SYSTEM GROUPS (BLOCK LOADS) Sensible Envelope Load Window Excursion Cooling Loads Sensible Duct Load (duct gain multiplier of 0.235) Sensible ventilation For System(s): Zone Sensible gain 1 Latent infiltration/ventilation gain Serving Zones: Latent duct gain 1 Latent occupant gain Latent other gain Total block load . .0 . �••�� 27M1 lAtuh ...0. •.... �...Uj3tuh ....0 -16000, .638-4 Btuh ' . . .. .. . .. 0 Btuh ..... ..... •• " 33.5,9,.91tuh ••••• :.. * .1,400 8tuh : 1136 Btuh 800 Btuh 2500 Btuh 39434 Btuh Sensible Envelope Load 8033 Btuh Window Excursion 1038 Btuh Cooling Loads Sensible Duct Load (duct gain multiplier of 0.000) 0 Btuh (Includes 0 Btuh due to window excursion) Sensible ventilation 0 Btuh For System(s): Zone Sensible gain 9071 Btuh 2 Latent infiltration/ventilation gain 790 Btuh Serving Zones: Latent duct gain 0 Btuh 2 Latent occupant gain 400 Btuh Latent other gain 600 Btuh Total block load 10861 Btuh EnergyGauge® / USRCZB v5.1 Page 3 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL_MIAMI_INTL_AP 443 NE 94 St Seth Long Residence - Miami Shores, FL 33138 3/29/2017 HOUSE TOTALS Sensible Envelope Load All Zones '..' Sensible Duct Load Total Sensible Zone Loads .'•'• Sensible ventilation ..... Blower Whole House Total sensible gain Totals for Cooling Latent infiltration gain (for 57 gr. humidity difference) '..' Latent ventilation gain Latent duct gain Latent occupant gain (6.0 people @ 200 Btuh per person) Latent other gain Latent total gain TOTAL GAIN EQUIPMENT 36181.8tuh 61g7 Lh ... 42068•13tuh • .. 0. Btuh.:so- Btuh 4266$:j3tuh ..... :490 Btuh ;-�tuh 1136 Btuh 1200 Btuh 3100 Btuh 7626 Btuh Btuh 1. Central Unit # 42000 Btuh 2. Central Unit # 12000 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(Yz)) (Ornt - compass orientation) EnergyGauge® / USRCZB v5.1 Page 4 MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 3 t5-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE NOA www.miamid ade. ov/econom Eco Window Systems, LLC 9114 NW 106 Street Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of rlattStruction materials. The documentation submitted has been reviewed and accepted by Ntam�t-�ade Cou%tyRER.- Product Control Section to be used in Miami Dade County and other areas wherevilowed by the -Authority ...... .. . ...... Having Jurisdiction (AHJ). • This NOA shall not be valid after the expiration date stated below. The Miami -Dade bounty Product Contr41 . . .; Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade,�QWenty) reee * the right • • to have this product or material tested for quality assurance purposes. If this pw4WJ or Wjerial fails o ••. perform in the accepted manner, the manufacturer will incur the expense of suck ectiiig ancttltr' -HJ mu:•: immediately revoke, modify, or suspend the use of such product .or material witkk-P 4"r jurisdiction. RER • • reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Ppoduot•ContrW..:. Section that this product or material fails to meet the requirements of the applicable butltliuig cede. This product is approved as described herein, and has been designed to comply with•the Fbrtda 13uilding • Code, including the High Velocity Hurricane Zone. 0 • DESCRIPTION: Series "Eco-Guard 200" Aluminum Horizontal Rolling Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W09-12, titled "Eco-Guard Series-200 Alum. Horiz. Rolling Wdw. (L.M.I.)" sheets 1 through 7 of 7, dated 02/24/09, with revision E dated 07/15/15, 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 NOA# 14-0317.01 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 15-0728.05 MIAMMADE COUNTY Expiration Date: May 27, 2019 ...6 yo).zA4115 Approval Date: September 03, 2015 Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0312.08) 2. Drawing No W09-12, titled "Eco-Guard Series-200 Alum. Horiz. Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 02/24/09, with revision E dated 07/15/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, V.e - . . .... ...... B. TESTS •••••• ....:. 1. Test reports on: 1) Uniform Static Air Pressure Test, Loadinglm;FBC, TASZ02-94. 2) Large Missile Impact Test per FBC, TAS 20 r'94 . • • • • • : • • 0 0 3) Cyclic Wind Pressure Loading per FBC, TAS'703-94 •'; • •. 4) Forced Entry Test, per FBC 2411.3.2.1, anATA3 202.1 • 0 * 9 0 * • along with marked —up drawings and installation diagram of afrakxminum single hung .- window, prepared by Fenestration Testing Laboratory, Inc., "Kest Report t40. .... % FTL-7635, dated 12/09/14, signed and sealed by Marlin D. Brin;bn, P.O. (Submitted under previous NOA#14-031 Z 01) •„ 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 3. 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 a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2227, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) / Manue ere , P.E. Product Cont of Ex finer NOA No. -0728.05 Expiration Date: May 27, 2019 Approval Date: September 03, 2015 E-1 Eco Window Systems, LLC. 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum., horizontal sliding window, prepared by Hurricane Engineerint & Testing,'InC', Test • • • • ; • Report No. HETI-08-2228A, dated 01/15/09, signed and sealeg'*tY.-CandidoV:Font,••• P.E. , (Submitted under NOA#09-0312.08) • • • • • • • • . 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201' 94 • • • • • • • • - 2) Cyclic Wind Pressure Loading per FBC, ZK143-94:'. along with marked -up drawings and installation diagram of a=Y aluminujji • • •" horizontal sliding window, prepared by Hurricane Engineering chi Cesting, Inc., Test.,,,, Report No. HETI-08-2228B, dated 01/15/09, signed and seated by,Cand9ao (`*Font, ... .. . P.E. ... (Submitted under NOA#09-0312.08) • y 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 a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2229, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted underNOA#09-031Z.08) 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 a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230A, dated 0l/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 9. 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 a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 7, � k�L9_m- via Manuel P ez, P.E. Product Control xa iner NOA No. 15- 728.05 Expiration Date: May 27, 2019 Approval Date: September 03, 2015 E-2 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 07/08/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) • • • • . . .... ...... E. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray AmeAa, Inc. for jheir , • • • •, "Butacite© PVB Glass Interlayer" dated 04/25/15, expiring o4r12/11/16%•..• 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray AmeAta, Inc. fertheir • •; • • • "SentryGlasO (Clear and White) Glass Interlayers" dated'06/'ml5, eFNring on .. .. . .. ...... 07/04/18. • . . . . ...... F. STATEMENTS • 1. Statement letter of conformance, complying with FBC 511 Editton12014')' anctof no• ' financial interest, July 8, 2015, signed and sealed by Javad Ahmad, P.E. ' • G. OTHER 1. Notice of Acceptance No. 143-0317.01, issued to Eco Window Systems, LLC for their Series "Eco-Guard 200" Aluminum Horizontal Rolling Window — L.M.I.", approved on 04/10/14 and expiring on 05/27/14. _�hwol_2MA — Manuel a z, P.E. Product Contr 1 amiuer NOA No. 5-0728.05 Expiration Date: May 27, 2019 Approval Date: September 03, 2015 E-3 72' 3 1 /2- MAX. 4" m HEAD/SILL Ar CORNERS 1 , / 1/7 Ut-.1 0 it li II II I ===IT,- it l II II 4 � li it li i' .— /II FALSE MUNTINS / Ir, 31 1/4' I 32 3/4' (SURFACE APPLIED) D.L. OPC. ^•7 D.L OPG. MAY BE USED 35 3/8" VENT WIDTH THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. WINDOW WID_TH_.... 10 5/8- MAX. 3 1/2' MAX. HEAD/SILL - HEAD/SILL CORNERS CORNERS 3 1 1 1 it I 1 I\\ I 1 it li il. �i i 4 0 0 \ � \ n x n O 1_11r—: L mm 0 3 I II it II I I II II II II I I B 3 FALSE MUNTINS (SURFACE APPLIED) 32 3/4" - — 32 3/4' MAY BE USED D.L. OPG. 36 7/8' 1/8- HEAT STREN'D. GLASS 1/8- HEAT STREN'D. GLASS 090' Inlerlayer 090" Inlerloyer Butocite PVB SentryGlae By 'Kuroroy Americo, Inc.' By 'Kuraroy America, Inc.' 1/8' HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 GE SOS 2000 SILICONE DOW CORNING 899 GE SCS 2000 z M i m i s ayn Ii s i � m �I i I rn i 1 m li u 3 ' 23 10 10 29 AT 1/4 POINTS ON UTES AT 1/4 POINTS ON UTES 9 WIDER THAN 36' ONLY WIDER THAN 36' ONLY GLASS TYPE 'A' GLASS TYPE V TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. HEAT STREN'D. GLASS -5/16' AIR SPACE (2) ANCHORS AT MTG. STILE ENDS TYP. (4) ANCHORS READ. FOR SIZES AND LOADS MARKED WITH ON SHEET 2 ONLY �_ 0 N V ECO—GUARD SERIES-200 ALUMINUM HORIZONTAL ROLLING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. ]HIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE J'N.'LA'N'D. GLASS REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. America, Inc.'ANCHORS $HALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS AT STREN'D. GLASS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CARDINAL XL ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE EDGE SPACER NJT PART OF THIS APPROVAL. ST. STEEL • • • • • : A•LCAID DrRAMON•INCOEASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. SILICONE • • • Ay. SWIM% TO.9i•HIGH DOW 899 IMPACT, NON-METAWC AND NON -COMPRESSIBLE. 2 II i 110 • • • ATEIQ 4' INQ.UD�G X"NOT UMRED TO STEEL/METAL SCREWS, THAT U 1� t COME INIV CQNTA 11�IiFi OTHER DISSIMILAR MATERIALS SHALL MEET THE — — REQUIREMENTS OF THE FLORIDA BUILDING CODE. i yy7�� 23 En9r: JAVAD AHMAD PRODUCT REVISED N T I CML m complying wish the Florin • • • • • • ALA. PE y/ 7012 Onildin ('ode x • • • • • iAN. ;,15A9 0 • • • • • • • Acnplancn Nu 1. imIm. Dale AT 1/4 POINTS �p� • • • • • • • .? _ 29 ALL SIZES LAM. FA�SOAND NSUL LAM GLASS • • • • Mmm' Uade Pmducl (ontroj. \ drawing n0. NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS 2015 (`./1 � GLASS TYPE 'C' � � _�i W09— 1 2 000 • • • • • • • • 1• sheet I of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 0 • DESIGN LOAD CAPACITY - PSF (XO, OX OR XX SWES) INDOW DIMS. A W/O REINF. WITH REINF. GLASS TYPE A. GLASS TYPE B. GLASS TYPE DTH [26-1/2" HEIGHT EXT.(+) INT.(-) F.XT.(+) INT.(-)R70.0 INT.(-) 7" 1/8" 74" 26" (3) 4 70.0 80-0 80.0 90.080.0 4 70.0 80.0 80.0 80.0 90.080.0 6 70.0 80.0 90.080.0 8 70.0 80.0 80.0 90.080.0 26-1/2" 37" 5J-1/B" 74" 38-3/8" (4) 4 4 70.0 70.0 80.0 80.0 90.080.0 80.0 80.0 90.0 70.0 70.0 80.0 80.0 6 8 70.0 70.0 80.0 80.0 90.0 80.0 80.0 90.0 70.0 80.0 26-1/2" 37" 53-1 /8" 74" 50-5/8 (5) 4 70.0 70.0 80.0 80.0 80.0 90-0 70.0 80.0 4 80.0 90.0 70.0 80.0 6 8 70.0 10.0 80.0 80.0 90.0 70.0 80.0 80.0 80.0 90.0 70.0 80.0 26 1/2" 37" 53-1/8" 74" 63" (6) 4 4 70.0 68.9 80.0 77.5 80.0 90-0 70.0 80.0 80.0 90.0 70.0 80.0 80.0 6 8 70.0 70.0 70.0 70.0 80.0 90.0 70.0 80.0 80.4 4 70.0 80.0 24" 36" 48" 60" 72"1 (3) 4 70.0 80.0 80.0 00.0 90.0 90.0 70.0 80.0 4 6 6 8 70.0 80.0 70.0 80.0 70.0 70.0 80.0 80.0 80.0 80.0 90.0 90.0 70.0 70.0 80.0 80.0 70.0 80.0 80.0 90.0 70.0 80.0 24" 36' 48^ 60" 72" 6" 4 4 70.0 60.0 80.0 90.0 70.0 00.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 90.0 70.0 80.0 80.0 6 6 80.0 90.0 70.0 80.0 90.0 70.0 80.0 80.0 8 80.0 90.0 70.0 24" 36" 48" 60" 72" 4S) 4 7' 8a.0 80.0 80.0 -80.0 80.0 80.0 90.0 90.0 90.0 90.0 90.0 70.0 70.0 80.0 80.0 4 6- 7' 70.0 80.0 80.0 70.0 70.0 70.0 80.0 80.0 80.0 6 8 70.0 80.0 70.0 80.0 24" 36. 48" 60 72" 60^ 4 70.0 70.0 80.0 80.0 80.0 90.0 70.0 80.0 80.0 80.0 80.0 80.0 4 80.0 90.0 70.0 6 6 70.0 70.0 10.0 80.0 90.0 70.0 70.0 110.0 90.0 70.0 8 70.0 70.0 80.0 8'T 70.0 A - NO. OF ANCHORS PER HEAD & SILL () NO. OF ANCHORS PER JAMB • MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS I LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS 'XO OR OX' DESIGN LOAD CAPACITY - NSF (XOX SIZES) WINDOW DIMS. A W/O REINF. WITH REINF. GLASS TYPE. 'A' GLASS TYPE 'B' GIASS TYPE 'c. WIDTH HEIGHT EXT.(1) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 106-1/4" Ili" (3) 9 12 70.0 70.0 70.0 80.0 80.0 80.0 80.0 NO 90.0 90.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 12 74" 106-1/4" 111• 38-3/8" (4) 9 12 12 70.0 70.0 70.0 80.0 80.0 800 80.0 80.0 80.0 90.0 90.0 90-0 70.0 70.0 80.0 80.0 70.0 80.0 74" 106-1/4" 111" 50-5/8" (5) 9 70.0 80.0 80.0 90.0 70.0 70.0 70.0 80.0 80.0 80.0 12 12 70.0 80.0 80.0 80.0 80.0 90.0 90.0 70.0 74" 106-1/4" 111" 63" 9 12 70.0 70.0 70.0 70.0 A0.0 BOO 90.0 82.6 4 70.0 70.0 80.0 80.0 12 70.0 70.0 80.0 So.4 4 70.0 80.0 72" 84" 96" 108" 24" (3) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 12 70.0 70.0 800 80.0 80.0 80.0 90.0 90.0 70.0 70.0 80.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 " " F" " 36. (4) 9 70.0 80.0 8D.0 90.0 70.0 800 9 70.0 80.0 800 80.0 90.0 90.0 90.0 700 70.0 70.0 800 80.0 12 12 70.0 70.0 80.0 800 80.0 80.0 " " 96" 108' 48" (5) 9 9 70.0 70.0 80.0 800 90.0 70.0 80.0 80.0 80.0 880.0 80.0 80.0 80.0 90.0 70.0 80.0 80.0 80.0 12 2 70.0 7o.o 90.0 90.0 70.0 70.0 72" 84" 96" 108" 60" (6) 9 9 70.0 70.0 70.0 70.0 80.0 80.0 90.0 90.0 70.0 70.0 80.0 80.0 12 12 70.0 70.D 70.0 70.0 80.0 80.0 90.0 ° 87.6 4 70.0 70.0 80.0 80.0 A - NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB ■ MAX. LOAD FOR THFSE SIZES IS -90.0 PSF WITII (4) ANCHORS AT MTG. STILE ENDS (1/3W) (1/3W) (1/3W) DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A W/O REINF. WITH REINF. GLASS TYPE 'A' GLASS TYPE 'B' CWSS TYPE 'C. WIDTH HEICHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 106-1/4" 111" (3) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 12 70.0 70.0 80.0 80.0 80.0 80.0 90.0 90.0 70.0 70.0 80.0 80.0 74" 106-1/4" III" 1 38-3/e' (4) 9 12 70.0 80.0 - 80.0 80.0 90.0 90.0 90.0 70.0 80.0 - 70.0 80.0 80.0 1 12 80.0 70.0 74" 50-5/8" (5) 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 63" (6) 9 70.0 70.0 80.0 90.0 70.0 90.0 72" 64" 96" 108" 24" (3) 9 70.0 80.0 80.0 8" 80.0 90.0 90.0 90.0 70.0 70.0 70.0 80.0 80.0 9 70.0 80.0 80.0 12 70.0 80.0 80.0 12 70.0 80.0 80.0 90.0 70.0 72" 84" 96" 108" 36" (4) 9 70.0 80.0 Boa 90.0 90.0 90.0 90.0 70.0 70.0 80.0 80.0 80.0 1 80.0 9 70.0 70.0 80.0 80.0 80.0 80.0 12 80.0 70.0 1 70.0 - - 72" 84" 96" 48" 9 70.0 70.0 80.0 70.0 80.0 80.0 90.0 90,0 70.0 70.0 80.0 80.0- 9 12 70.0 70.0 80.0 90.0 70.0 80.0 72" 60" (6) 9 70.0 70.0 80.0 90.0 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB (1/4W) (1/2W) (1/4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' -- --- -= -- • • • • • • • • • PtTE: OPERATING VENTS TO BE 1/3 OF THE WINDOW WI(pH • : GLASS CAPACITIES ON THIS SHEET ARE • • • : • "BASED ON ASTM E1300-09 (3 SEC. GUSTS) 'XOX, • • • • • • • • • • • •A&D FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Engr: JAVAD AHMAD PRODUCTREVISED CIFLA. PE VIL av complying with Ole Florida q 3538 D1ilding Code • • • • • • • AcALL EXTERIOR(+) LOADS SHOWN ON THIS SOFET•AREFOR WINDOWS WITH ADD -ON RISER AT FQAME Sty•��iLIyFOR STD. SILL (NO RISER) LIMIT EXT.(+)•C17ADS•TO 67.0'PSF M; ni Fade PruMmlCmird SEE SHEET 3 FOR DETAIL • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • f04.V, Z m Q � IL ; M it 0G a c: O OojM M 0 g 0 °8i,-K O Q W 3 LL 0 Z (n: s Nf J O' 0 Q J r a o I drawing no. W09-12, sheet 2 of 7 0 EOC_ DIST. METAL _ STRUC C wTURE MIAMI—BADE COUNTY APPROVED MULLION k MULLION ANCHORS , G Z m SEE SEPARATE NOA I $ O I- Z EDGE OIST, I o g 0 a Y -- --- T O cG �N OW o a IL Q Q ad�p TYPICAL ANCHORS IZ� TYPICAL ANCHORS -- 0 (A tD TYPICAL ANCHORS N p SEE ELEV. SEE ELEV. SEF. ELF.V. it N FOR SPACING FOR SPACING Q Gi FOR SPACING LL Z N In i Jp(c(qN< Q Weii� IW000 BUCKS AND METAL STRUCTURE NOT BY ECO WOW. C.. _ MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. J o I _j n IYUPHOLES: TYPICAI. ANCHORS: SEE ELEV FOR SPACING U g N W1 = 3/8" X 2-1/4" WEEPHOLES AT EACH END 1/4" DIA, ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) W AND 37" O.C. MAX. INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 8 w SEALANT: I 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) 0) �.0 ALL JOINTS AND FRAME CONNECTIONS SEAL ED WITH THRU 1 BY BUCKS INTO CONIC. OR MASONRY 8 3 M N JOINT SEALER, 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) O o O � i 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) Z 34 DIRECTLY INTO CONC. OR MASONRY 3 z M 1-1/4" MIN EMBED INTO CONCRETE (HEAD/SILL) O v� 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY (JAMBS) T F MM W o J 414 SMS OR SELF DRILLING SCREWS (GRADE z CRS) cW-z - - 1 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) m ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEI. IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 4 � $ o TYPICAL EDGE DISTANCE m k INTO CONCRETE AND MASONRY = 2-1/2" MIN. a INTO WOOD STRUCTURE = 1" MIN. W NZ INTO METAL STRUCTURE = 3/4" MIN. tga •• ••• • • • • • •• u$ r3 u=i a7 y • •Vt AT:14, $ILL:R JAMBS SG - 0.55 MIN. �rc P • • • • CCNCQETr. AT•HFIO, SI6L OR JAMBS Vc - 3000 PSI MIN. v o < m N '^ • • • 0�90r HOLLOW/F* EO NORMAL WEIGHT CMU AT JAMBS I'm = 2000 PSI MIN. I , — JI Engr: JAVAD PRODUCT RF:VISf!U • „ i �__ • • • • • as cumplying with the Fleride ". • • • •• . • • PN. �538592 IT ,I Cude • • , Acttpluuce No � � I Y B • • • • • • • • I Rx olio Dale D o J n 11 0 I TYPICAL ANCIRS • • • • • • • 0 c 1BY SEE ELEV. • • • • • • • • • N n )ado ProdueFCon drawing no. WOOD BUCK FOR SPACING �W09-12 • % . • . . • % . • . .• • . . .• • .. • 0 0 ... 0 . 1/4' MAX. OC SHIM TYPICAL ANCHORS — SEE ELEV. FOR SPACING7 II O SCREEN OPT. 0 20 6 4 STEEL REINFORCING 11 METAL AS REDD. STRUCTURE SEE SHEET 2 FOR CAPACITY WINDOW WIDTH Xo LAYOUT 4" VENT WIDTH 1 / MAX. SHIM D.L. OPG, 2 O 8 Do 7 17 m — u - 3 �03 4 - SCREEN OPTI 20 27 4 6 11 12 EXTERIOR TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-DADE COUNTY APPROVED MULLION SEE SEPARATE NOA WINDOW WIDTH 1/4" MAX. SHIMS CE I BY S WOOD BUCKS TYPICAL ANCHORS -SEE ELEV. - FOR SPACING 23 - - - 1 1/4' v ° P — —JI.KL I STEEL REINFORCING AS REDD. SEE SHEET 2 FOR CAPACITY XOX LAYOUT TYPICAL ANCHORS I -SEE ELEV. FOR SPACING 1/4" MAX. SHIMS 1BY WOOD BUCKS v ° TYPICAL ANCHORS SEE ELEV. ° FOR SPACING —v 1 1/4" o a ° o !` 0 _ — Jm 0 Z 0 FZ 7 f W ��ajl QQ lL o�OI MCI 0 a Oo � Gaao 8 0a O Q w Z of LL In 0 aW�f U J N I m W W $ } w s In ( m 4 i 0 o� s Z LL to 0 3Z� �WIW rn�� zU ojb n w o4urc=R •• ••• • • • • • •• 0I��I a� 0 0 Engr. JAVAD AHMAO PRODUC JACiVISEDCIVIL 1 as complying with Ilse FlorWe 1 FIA. PE / 70592 • • • • • • • • CA.N. 3536 Building- • • • • • • • • Accepi mce No GS p b�- D ---SCREEN OPT. • • • • • • F:r "..ion Dole Imf 1 o t By '— 000 • • • • • •�� - 2015 Miwn' ade Product cm drowinq 1no WIDTH_9-!� �sheel 4 0f • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EDGE GIST. METAL U j� STRUCTURE -A _ TYPICAL ANCHORS _ OIST. MIA I ION 8' COUNTY APPROVED EDGE SEE ELEV. m of MIA &MULLION ANCHORS ° e ° FOR SPACING SEE SEPARATE NOA 0 m �% o I ° EDGE a ° DIST.IL I a -- -- T 0 uO1j4A �m �� pa ALT. OIt TYPICAL ANCHORS PIELEV.CAL ANCIiORS Q WLL ZSEE ELEV. EE r FOR SPACING FOR SPACING I0f Q 612 c_ J N 3 J I 3 � U) m L W V) g 0 N (D) N � Z .� m T'PICAI ANCHORS FACING 1/4" MAX. SHIMS ALT. 28 Oµ n TYPICAL ANCHORS SEE ELEV. FOR SPACING e �_—_ � o a vo j33 • • 000 a : • . .. • • • • • • • • • o - • •• • • • • ••t • voa -- c INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER En9'u JAVACIVIL PROD D AHMAD UCT REVISED ' m S FIA. PE ✓I 70592 H3 complying with 1)IC Plotldp N i • • • • • • • • •CA. 3538 Duildmg Cndc - uir A—plm . No - • • • • • • e • • fly drowln no. • • • • • • • • • 0 2015 Mini 9 WO9-12� g heel of 7� • • • • • • • • • • ••• • • • ••• • • V FRAME HEAD FRAME SILL 1.314 340 �.312 .062 O SILL TRACK .062 2.750 1 II — 2.812 874 � I 1.687 III MOV. FRAME JAMB .067 �3�/�16' 0 ./15 41.34 I� r _i__ .93 [062 SE® 18 12 11 O VENT TOP/BOTTOM RAU. STEEL REINFORCING 11-1 30 .719 04 803 045 03 V6 i I I 1 —I 1.047 -^I 1.047 o GLAZING BEADS C7 Oe JAMB STILE 7F—)2,1631.2- 50 I.10 4�." �7 1.340 .062 I LLLL„—.--���II L I.344 LJ MEETING RAIL 2.188 I —�L T 1.422 1 202 062 1.375 0 FIXED MTG. RAIL 1 .750 062 2812 2.750 b .969 1.688 0 FIXED FRAME JAMB ITEM PART 0 QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 FY201 1 FRAME HEAD 6063-T6 - 2 3 FY202 1 1 FRAME SILL SILL TRACK INSERT 6063-T6 6G63-T6 - - FY203 4 5 FY205 FY101 AS REDD. AS REDO. MOV. FRAME JAMB FIXED FRAME JAMB 6063-T6 6063-T6 6063-T6 - - - 6 7 8 FY104 FY105 FY206 1/ VENT 1/ VENT 1/ VENT FIXED MTG. RAIL VENT INTERLOCK JAMB STILE 6063-16 6063-T6 - - - 9 10 FY107 FY108 FY110 - 2/ VENT AS REDD. AS REDO. AS REDD. _ TOP AND BOTTOM RAIL GLAZING BEAD (LAM. GLASS) GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 6063-T6 6063-16 - IOA 11 REINFORCING BAR STEEL STEEL - - 12 _ - AS REOD, RFINFORCING BAR 13_ 14 FY204 FY208 AS RTEQD. 4/ VENT ADD -ON SILL RISER ROLLER HOUSING & GUIDE 6063-T6 USE AS REDD CELCON - - 15 16 FY209 FY210 2/ VENT 2/ VENT ROILFR ROLLER PIN BRASS ST. STEEL CRS - P.H. SMS 17 #8 X 1" AS REDD. FRAME/VENT ASSEMBLY SCREWS 18 18 X 3" 2/ VENT FIX. RAIL SILL SCREWS (SILL END) FIN SEAL W'STRIPPING CRS P.H. SMS ULTRAFAB SCHLEGEL 19 W23181 AS REDD. U-LON 20 21 0300T190 E207 AS REDD. BULB SEAL AS REDD. BULB SEAL SANTOPRENE SANTOPRENE SILICONE - ST. STEEL - - 6063-T6 EPDM ULTRAFAB, DUROMETER 651:5 22 E203 AS REDO. GLAZING BEAD BULB ULIRAFAB. DUROMETER 65t5 FRANK LOWE SULLIVAN & ASSOC. OH SMS PREFERRED FNG. PRODUCTS OPTIONAL OPTIONAL DUROMETER 80±5 SHORE A 23 FLR-SO SL203P AS REDD. 2/ VENT GLASS SPACER SWEEP LATCH 24 25 _ 26 _08 X 1/8" WA71. 2/ LATCH _ 2/ WOW. 1/ VENT - 2/ ,HE. LATCH INST, SCREW WEEP VALVE 5/16' BOX SCREEN 27 7R 29 - FY120 - FLUSH FRAME ADAPTER SETTING BLOCK •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• 2.688 q ' CIYL - - • • • • • • • • • fL' PE Q 70592 .062 • • • • • • C . 3538 • • • • • • • • .500 69 • • • • • • • • • 2.611 28 FLUSH FRAME ADAPTER I • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • n �3 PRODUCTRRVISBD u o av complying v ith d* Florift i z ❑odding Cock Acccploncc N 15-0 . 2SI 1 1(III Inn Dxtt 0 ` Itv � bll;a U�Jc'I ducl Cm 1. drawing CW09-12 j wheel 6 VENT TOP/BOTTOM CORNERS i'l FIXED MTG. RAIL CQBfB u v yl J IIIIIII✓/y I � W F— } w In E . In 0 J 3Z .. 0:J v U o cW - 4 G W G Q /. /. n 0 _ u # s, •• ••• • • • • • • •• cad= • • • • • • • •• • • • • • • • • o o': :, _ %o • •• • • • • ••• • v oa m Enyr. JAVAO AHMAO PRODUCT REVISED CIVIL as complying with Un Florida FRAME BOTTOM CORNER • • • • • • • • •JIA,t0592 puildingCode •• 35 AcceptmceNols-O 29.d5 • • • • • • zo� 19 0 2015 • • • • • • • • • • • •• •• • • • •• •• 000 • 0 0 000 0 0 ' n o I � a S M v —_o 1�6 drawing no. W09 -121 MIAMI•DADE MIAMI-DADE COUNTY i 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.goy/ecoriomv ECO Windows Systems, LLC 9114 N. W. 10616 Street, Medley, FL 33178 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 Conlrpl&ction to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction CAM4' This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Go ic@1 Section. (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) tt;Sewthe right to•have this• • • product or material tested for quality assurance purposes. If this product or material fail? W ttrform in the accelno. .; manner, the manufacturer will incur the expense of such testing and the AHJ may imme14tely revoT ,*Modif}! or suspend the use of such product or material within their jurisdiction. RER reservgj*the right to revoke 191*6 '. acceptance, if it is determined b Miami -Dade County Product Control Section that the ct or0.m% 1 fail *to p Y h' �sPc� � �..... meet the requirements of the applicable building code. ...... . This product is approved as described herein, and has been designed to comply with the:F144 Buildin Code, ....:. including the High Velocity Hurricane Zone. . 000 DESCRIPTION: Series "700" Aluminum Sliding Glass Door w/ Reinforcements-L.M.I.0 ' APPROVAL DOCUMENT: Drawing No. W13-49 REV C, titled "Series- 700 Alum SLD. Glass Door (L.M.I.)", sheets 1 through 12 of 12, prepared by Al-Farooq Corporation, dated 09/27/13 and last revised on DEC 02, 2015, 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 Limitations: 1. See Design Pressures Vs Reinforcing, glass types and anchor capacity charts in sheet 5. Exterior (positive) design pressures are limited to +70 PSF w / 2-3/4" sill riser and +47.0 PSF w/ 2" sill riser. Lower design Pressure from charts applies to entire system. 2. See approved configurations in sheets I thru 4. The max frame are of alternate sizes not to exceed tested frame area per FBC requirements. 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 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 #13-0912.02 consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 15-0612.05 Expiration Date: March 20, 2019 Approval Date: December 17, 2015 Page 1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (see below) 2. Drawing No. W13-49 REV C, titled "Series- 700 Alum SLD. Glass Door (L.M.I.)", sheets 1 through 12 of 12, prepared by Al-Farooq Corporation, dated 09/27/13 and last revised on DEC 021 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under file #13-0912.02) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TjW262-94 . .... ...... 3) Water Resistance Test, per FBC, TAS 202.. 94• • 4) Large Missile Impact Test per FBC, TAS 20144 '..' ....:. 5) Cyclic Wind Pressure Loading per FBC, T-4S-*303-94 6) Forced Entry Test, per FBC 2411 3.2.1, TQS0202-94 • • • • . .... . .. ..... along with marked -up drawings and installation diagrams of Alum slr rn�Glass doors, re ared b Fenestration Testing Lab, Inc., Test Report No. FTL-74QSAted 0 4%1• ; 013 a� : : prepared Y g P � �/� 1?�.... last revised on 02/10/2014, signed and sealed by Marlin D. Brinson,.R. a. .' Note: The above referenced test report has an addendum letter dated FEBOI 0, 201 �, i1sued by.... Fenestration Testing Lab, Inc., signed by Ms. Iliana Sanchez, test re;ort'Autho?. :....: .. . ... C. CALCULATIONS ee 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (51h Edition), prepared by Al Farooq Corporation, dated 06/10/15 and last revised on DEC 02, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -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. (Former E.I. DuPont DeNemours & Co., Inc.) for the "Kuraray Butacite © PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11. issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc.) for the "Sentry Glass © (Clear and White) Glass Interlayers", expiring on 07/04/17. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(51h Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/10/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal, dated 03/25/13 approved by Jaime D. Gascon, P.E. Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 15-0612.05 Expiration Date: March 20, 2019 Approval Date: December 17, 2015 E-1 4 3/8" CLUSTER OF U m �l 6 ANCHORS 5" MAX. HFAD 13" MAX. �P' /_ATINIERLOCK ENDS SEE SHEET 5 FOR CAPACITY n CORNER SEE 0 J A s6" 0 0 DOOR FRAME WIDTH 0 W C Ad �Ot V p �i el m Qaoo� INTERLOCKS 0 AT L C WITH OR WITHOUT Z O REINFORCING W LL SEE CHART jJt L6 h OF ^ O G Qwmf K' INSTRUCTIONS: CCJ - Al EJ J USE CHARTS AS FOLLOWS. = A B• U o, STEP 1 SEE CHART #1 ON SHEET 5 FOR GLASS CAPACITY i o AND REINFORCING REQUIREMENTS. STEP 2 SELECT SILL TYPE FROM SHEET 7 AND LIMB ---- ---�---- o EXT.(+) DESIGN PRESSURE AS SHOWN ON DETAIL. w o w m o I� it W STEP 3 SEE CHART 82 ON SHEET 5 FOR ANCHOR CAPACITY. O V STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 1 THRU 3 SHALL APPLY TO ENTIRE SYSTEM._4IT I II II N � I�1 H O O 7 ZIJy my h.. o DAYLITE OPENINGS WIDTHS: z i FIXED STILE -INTERLOCK = PANEL WIDTH - 7.125" �^ O a INTERLOCK -ASTRAGAL = PANEL WIDTH - 7.250" B�'U �w w ;W n� w DAYLITE OPENING HEIGHT: -- - -- - PRODUC IT RF.VIB6D c l T PANEL HEIGHT - 6.50" — ��Wlr/ n11% Ike Florldh PANEL HEIGHT = DOOR FRAME HEIGHT - 1.5625' b•WgdCde 41 3/4" 41 3/4" m w AaWn W 1,rG(-/�Vr FALSE MUNTIN - -- z �OhleMA 7d/J OPTIONAL D.L. OPG. 15�� h o U THESE DOORS ARE RATED FOR LARGE &SMALL MISSILE IMPACT. 48 7/8" i/e PndKl Csal"A SHUTTERS ARE NOT REQUIRED. PANEL WIDTH 48 7/8'. PANEL WIDTH SERIES-700 1 1 ALUMINUM _DOOR SLIDING GLASS DOOM - 5• MAX. •• ••• • • • • •• + n THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE SILL _I I3" MAX. • •0 • • • • • • q REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE CORNERS SILL • �1 • • • • • • • o e INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). • CLQ • • • • • • • • LAMINATED GLASS v o < m u CLUSTER OF • • • • • • • • • INSUL. LAM. GLASS 1DY OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO 6 ANCHORS • • 000 • • • • • • • c =---� TRANSFER LOADS TO THE STRUCTURE. AT INTERLOCK ENDS LARGE MISSILE IMPACT SEE SHEET 5 FOR CAPACITY ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS n EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Engr: JAVAD AHMADCIVL e ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE TYPICAL ELZV/Mf10N • • • • FLA. GPE / 70*2 NOT PART OF THIS APPROVAL. 0y,111 • • •tAi A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, 0ALTERNATE SIZE UNITS: •!.!•• • • • • ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MAX, FRAME AREA OF DOORS •1TO LXCEFO drowing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT - THE TESTED FRAME AREA OF 72 SO. FT. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE W13-49) REQUIREMENTS OF THE FLORIDA BLDG. CODE. �heet 1 of 12 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5" MAX. 13" MAX. 4 3/8" HEAD HEAD—�. CORNERS 1 CLUSTER OF 6 ANCHORS AT INTERLOCK/ASTRAGAL ENDS SEE SHEET 5 FOR CAPACITY �yA O DOOR FRAME WIDTH A INTERLOCKS WITH OR WITHOUT li �I REINFORCING - =____ — SLE CHART q1 I I I I J 0 II II V it l II II I I II II CB 42 i/16" 42 1/16" FALSE MUNTIN D.L. OPG. D.L. OPG. OPTIONAL 49 3/16" _49_5/16_ PANEL WIDTH ASTRAGAL V INTERLOCK 5" MAX. SILL 13" MAX. q CLUSTER OF CORNERS SILL ANCHORS ATNTERLOCK/ASTRAGAL ENDS TYPICAL ELEVATION SEE SHEET 5 FOR CAPACITY oxx ALTERNATE SIZE UNITS: MAX. FRAME AREA OF DOORS NOT TO EXCEED THE TESTED FRAME AREA OF 110.7 SO. FT. •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • FU•PE 70992 • • • • • •C.A.r �W8 • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUC r REVISED reur.*Im •IIY The Fu w ••Idl•L Cede Acwpu•« Toe t S- 0 (2. Of- CyY•Yh Ueiec� .e drowing no. W 13-49, sheet 2 of 12) CLUSTER OF 5" MAX. 13" MAX. 4 3/6" 6 ANCHORS HEAD CORNERS HEAD F TYP. AT INTERLOCK/ASTRAGAL ENDS SEE SHEET 5 FOR CAPACITY _ ^ — o lyA B DOOR FRAME WIDTH A INTERLOCKS INTERLOCKS II II II I' WITH OR WITHOUT REINFORCING SEE CHART #1 II II _ _---- - II II WITH OR WITHOUT REINFORCING SEE CHART p1 I I I 1 I' II II II II II I� II � II � II II II I I I' II y II II II II I' II II II I' II I I B I 42 1 / 1 6 " 42 1/16" OPTTIONALIONAL ��� FALSE D.L. OPG. D.L. OPG. 49 3/16" PANEL WIDTH 49 5/16" PANEL WIDTH INTERLOCK ASTRAGAL CORNERS SILL �0 �Q. TYPICAL ELEVATION OXXX ALTERNATE SIZE UNITS: MAX. FRAME AREA OF DOORS NOT TO EXCEED THE TESTED FRAME AREA OF 144 SO. FT. � Sa i rc �o 4n V INTERLOCK `i JI _-�6 •• ••• CLUSTER OF • • • • • • • • • • • • •• • • ANCHORS • • • • • • • • • AT INTERLOCK/ASTRAGNL EN1SS� • • SEE SHEET 5 FOJ CA A401 • • • • • • • • • CML • • • • . • • • RAPE 3 7((#92 • • • • • • • • • • • • • • • ... . . . •. . . . . . . . . . % .. . . . .. .. .•. . . . ... . . PRODUC f REVISED Y co•p1y1n((nil► IYe FInH4 hwNe� CIMt P q�� J o I (n m M N W V) W Z W Oa L ti N r 0 3zr� w O ao N LL i a drawing no.l W13-491' DOOR FRAME A 71 �x C E ao - a 0 ® 0 OX (SHOWN) Xo xx j� II INTERLOCK -qq lJl� �I�E_X�TER�10_R..��TL1 DOOR FRAME WIDTH (SEE Dp TABLE) OXX (SHOWN) I xxo li — DOOR FRAME WIDTH O A r2 � CJ w G D X b r 8_ A_ .J OXO(SHOWN) j --DOOR FRAME WIDTH D y, G y yH i- 't• � w` � o- g B OXX X (SHOWN) oxxo XXXX APPROVED CONFIGURATIONS ASTRAGAL11 INI tKLOGK EXTERIOR DOOR FRAME WIDTH (SEE Dp TABLE) O 0 r� NOTE: Z m 0 J 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. HZ ry d 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS REQUIREMENTS SEE. SHEET 5. M 00 0 o 3. FOR ANCHOR DETAILS SEE SHEETS 7 THRU 9. 0 �(JDu m O WNW 0tym Cl 'o � O0IL0 Q w�%F LL i N ' n " to Qwmf m J o K J I N O g m La �n }L w N Q C) 7 Z PRODUCfpE"tD h"I"OOp 6mwith the ►lady Awipe.wH„ fr q moY•Mw Data" Ll Gallol • • -'-r- • • • t �„d -` • • • • eI o 0 o q INTERLOCK INTERLOQ( • • • • • °i � u EXTERIOR • • • • • • • • • • �• • • • • c—" -- DOOR FRAME WIDTH (SEE Dp TABLE) n i En9r. JAVAD AHMAD r CIVIL e S • • • • • • • • FIA. PE 70592 • • 4.A.N. 3! n • • • • s i • • t •W • 1015 '� ••• • • • ••• W1'3 49 sheet 4 of 12 • •• s• • • • •• •• ••• • • • ••• • • k1 DESIGN LOAD CAPACITY - PSF (GLASS) AVERAGE PANEL WIDTH INCHES DOOR FRAME HE" NCHES GLASS TYPES 'B' 'B1. GLASS TYPES 'A' 'AI' WITHOUT REINF. WITH REINP. EXT.(+) INT.(-) EXT.(+) INT.(-) 30 36 42 48 54 82 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 62.2 80.0 70.0 62.2 80.0 71.1 71.1 30 36 42 48 54 84 70.0 80.0 70.0 80.0 80.0 70.0 60.0 70.0 70.0 80.0 70.0 BOLO 70.0 62.2 80.0 70.0 80.0 71.1 62.2 71.0 30 36 42 48 54 90 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 - - 62.2 71.1 30 36 42 48 54 96 70.0 70.0 80.0 80.0 70.0 70.0 80.0 80.0 70.0 80.0 70.0 60.0 70.0 solo 70.0 80.0 - - 62.2 71.1 30 36 42 48 88 70.0 70.0 80.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 00.0 70.0 80.0 70.0 BO.0 30 36 42 48 102 _-_ - - - 70.0 70.0 80.0 80.0 _ _ 70.0 70.0 60.0 80.0 - - 30 36 42 48 too - - 70.0 80.0 - - - 70.0 80.0 - 70.0 80.0 - - 70.0 BOLO i � 7 INTERLOCKS WITHOUT REINF. CHART AIP 3/16" HEAT STREN'D GLASS 090" Interloyer ISnntryGlas By Kuraray America, Inc.' r-3/16" HEAT STRFN'D GLASS Sam } In / \ II II SILICONE II it Dow 699 o \ / \\\ 72� GLASS TYPE 'A' 7/16" OVERALL LAM. GLASS HEAT STREN'D GLASS 090" Interloyer Bulacile PVB By 'Kuraray Americo, Inc,' r-3/16" HEAT STREN'D GLASS 3/16" TEMP. GLASS U O w -3/8" AIR SPACE �� I a _ - I M -3/16" HEAT STREN'U CLASS Z • .090" Interloyer Q - SenlryGlas By 'Kuraray Americo, Inc.' F N a I a 3/16" HEAT STREN'0 GLASS • O WO O 0x u \CL il I CL LL n / rF�r M 23 OK Q o LL OK II it it _SILICONE C aT G ' I I i DOW 899 I o \ / IQL K. J O \ \ 29 /CARDINAL XL - EDGE SPACER Q W at ST. STEEL _ GLASS TYPE 'Al' U o I" OVERALL INSUL. LAM. CLASS J m J j o S vi 3/16" TEMP. GLASS ^ 3/8" AIR SPACE W n 1- V) 3/I6" HEAT STRF.N'0 GLASS J z W N CCU .090" Inlerlayer j �n Butocite PVB By'Kuraroy Arnerica, Inc: ti r, 3 oo rrl ry O 3/16" HEAT STREWD GLASS < Z o 3 Z u U i II II I"� Ev O`rov �W W / 23 II II \ Qr-r/� 23 W rn2 28 \ -- II II 1 _SILICONE (' II I II SILICONE DOW 899 / DOW 899 6 m b X \ / o \ ! g F \ 29 / \ P9 CARDINAL XL i EOGE SPACER ` pR a 5T. STEEL Gf.ASS TYPE 'H' GLASS TYPE ,BI• 7/16" OVERALL LAM. GLASS 1" OVERALL INSUL UM. GLASS '90 • • • • • • • • • PRODUC r ItEVIBBD ALL E%TERIOR(+) LOADS SHOWN IN CHARTS ABOVE ARE • • •:G1j,_f I IFT- • • •em•pl� -Ilk Iht FIoH•A FOR DOORS WITH 2-3/4" SILL HEIGHTS. &SWI jCelt FOR 2" SILL HEIGHT LIMIT EXT.(+) LOADS TO 47.0 PSF • • • • • • • • • • • • • :AlpuKt Na DOORS WITH 1-1/8" SILL HEIGHTS ARE NOT APPROVED FOR•Ilu IAtt m 1 �., r , INTERLOCKS WITH REINF, WATER INFILTRATION RESISTANCE SEE SHEET 7 FOR DETAILS LOAD CAPACITY - PSF (ANCHORS) AVERAGE PANEL VADni INCHEs ODOR FRAME HEIGHT IHCHFS 6 ANCHORS AT KTO. STAB ENDS EXT.(+) INT.(-) 30 36 42 48 54 82 70.0 80.0 80.0 70.0 70.0 80.0 70.0 80.0 62.2 71.1 30 36 42 48 54 84 70.0 90.0 70.0 70.0 80.0 80.0 70.0 BOLO 71.1 62.2 30 36 42 48 54 90 70.0 70.0 80.0 80.0 70.0 70.0 BOLO 80.0 71.1 62.2 30 36 42 48 54 96 70.0 80.0 70.0 70.0 80.0 80.0 70.0 62.2 80.o 71.1 30 36 42 48 98 70.0 80.0 70.0 8000 70.0 80.0 70.0 80.0 30 36 42 48 102 70.0 80.0 70.0 70.0 80.0 80.0 70.0 BOLO 30 36 42 48 108 70.0 80.0 70.0 80.0 BOLO 70.0 70.0 77.9 z a n NOTE: •:• ••• • SEE CHART #1 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE AND REINFORCEMENT. • • • • • SEE CHART M2 FOR ANCHORS CAPACITY. NOTE: • • • • • • LOWER VALUES FROM GLASS OR ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM. GLASS CAPACITIE:QWI TH;•SHEET•VZ1" •• BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 CML E/ 70 2 i�75�• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i I t � s a a � drawing no. W13-49 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING r TYPE 'A'- - AT HEAD - 'FLCD — I Ile DIA. ULTRACON BY (Fu=177 KSI, Fy=155 KSI THRU 1BY OR 2BY BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE TYPE 'B'- 1/4" DIA, ULTRACON BY 'ELCO' (Fu-177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED TYPE 'C'- 1/4" DIA. SELF DRILLING SCREW (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) L(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) '13 AT SILL 'FLCO' — TYPE 1/4" DIA, ULTRACON BY (Fu=177 KSI, Fy-155 KSI) DIRECTLY INTO CONCRETE I_ — 1-3/4" MIN. EMBED — — — — - - — 'A'- — — — AT JAMBS- — — — — 'ELCODIA. 'ELCO' — TYPE ULTRACON BY 1/4" DIA. ULTRACON BY (Fu=177 KSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO GONG. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE 'B'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy=155 KSI DIRECTLY INTO GONG. OR MASONRY 1- 1/4" MIN. EMBED INTO GONG. OR MASONRY TYPE 'C'- 1/4" DIA, SELF DRILLING SCREW (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) L— —(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ANCHOR EDGE DISTANCES INro CONCRETE - 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. �ly�V z 0� Pw Qf J 0URI, Q 'c u<.+ aox° D�co� 0°��� 1% �Zo� Q W 7 N 4�z•',� JO$ U rnoDOc r REVI96• r`c,!1Y tQ With the mad, s •0 • • • • • ••• • �Jc < m so Ergr: JAVAD AHMAD CIVIL 3 • • C.. ] ••• ••• • FIA E I 42 i • • • f e • • • • • • • • • • • • • • 0 .• a►(5 drawing a no. Ll 13 =4'J (7-heet 6 of 12 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS ODD BUCK ET 1) f tt o U METAL 4 STRUCTURES __ _ _ __ _____________ ter___ _ _______ __ _ ___ ___ 1 /8" THK. jl MIAMI-OAUE COUNTY APPR'D MULLION I I Z m 3 EDGE DIST. 3-1/8" _ •,y,_ _ _ (SEE SHEf.T 6) i� SEE SEPARATE NOA II I (SEE SHEET ) I O 1' Z 2 STAGCERCD ii 3_1/8" II Ij STAGGEREDNO(� Iv -r--_— .- — I __________ ____ _ _ L� ________�J O o wp N IL W W O lq p 7TYP�1CAAL_ANCI VP a�rcms F�ROD H IORS TYPICAL ANCHORSFOR SPACING NG FOR SPACING LL 2 b 41 G m_ J I70Q Q wmi sIJ J h I PRODUCf REVISED o o ""Aplrkq with It" FI.A44 'a Ld n Cr11 J1ta�raK o 12•� `� � � � RyYIIW. u.kl`1 } w t 00 L0 I c"I"I 2i O OM J Q J � WEEPHOLES( a Z 3� m 0 3 Z� W1 = 1-1/2" LONG NOTCH AT EACH END. w O a o v W2 = 3/16" X 3/4" LONG WEEP NOTCH AT 22" FROM ENDS U :T.w J AND 36" D.C. vI"i ILL,. � H W3 = 3/16" X 1" LONG WEEP NOTCH AT 5" FROM ENDS AND 36" O.C. W4 - 1/4" X 1" LONG WEEP NOTCH AT 5" FROM ENDS AND 36" O.C. PILE PADS: ;1 LOAD BEARING SHIMS 1d :J DR P1 = OPEN CELL FOAM AT EACH WEEP HOLE LOCATION POURED E HARDENED STRENGTH CROUP 1-1/16" LONG X 7/16" WIDE X 7/16" HIGH NON -SHRINK, NON-METALLIC Yt = 5000 PSI MIN. 17 P2 -SELF ADHESIVE PILE PAD /HIGH • • • • • • • • • 1 " J •3/8" X 1 /4" HIGH 12 - • • • • SCLF ADHESIVE PILE PAD WITH MULTI INTEGRAL FIN �• • • � • 000 2-W2" X 1" X 3/8" HIGH 21 ,• i • • • •'k, • • :4 i OjFfPCELL FOAM AT INTERLOCK & ASTRAGAL rn 2" LONG X 1-7/16" WIDE X 7/16" HIGH N Engr JAVAD AHMAD • - • • • • • • CIVIL FLA. PE II 70592 NOT APPROVED p3 FOR WATER RESISTANCE LIMIT MAX. • • LIMIT MAX. • • • • • • • • �-'I N. 3538 �, EXT.(+) LOAD# W.(+) LOADS • • TO 47.0 P5P • TO.70.0 PSF • • • • • • • �� -W7, W2 • • • • • • • • • • • • • SILL HEIGHT V WATER R SISTA C EXT t+ L&AD • • • • TYPICAL ANCHORS SEE SHEET 5 CHART 1 FOR DOOR CAPACITY SEE ELEVS. FOR SPACING • • • • • • • • • • • •• •• • • • •• •• ••• 0 • • ••• • • I 1 9 o drawing no. W13-491 TYPICAL ANCHORS 0 J 11 ... t — II f: I T I7 IN7ERLOCK EXTERIOR - P3 DOOR FRAME WIDTH (SEE Op TABLE) OPG_ __ / TYPICAL ANCHORS ( EE r SEE ELEV. / FOR SPACING I 2BY WO BUCK OR WOOD ST CTURE SEE NOTE HEET I 1/1" MAX, •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• Engr: JAVAD AHMAD • • • • • • • • • • CIVIL FLA A 70502 • • • • • • • • • CA . 3538q�7 •• • • •• • • • ••• • • 0�201�, • • • • • • • • • • ••• • ••• • • ••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 Z � 3 0 � A H e d a s 0, N OG�m C� 0 E 9 p .p00 l�lly� N D: ZO U. 2 W n .Ja8�yW� m Q W F C ) J U o J O o N m F- n o F V) L.l � } W r 0 3 L >> W O � cl ti Wrn�� PIIODUC f RFVISFD Yyte�•_plyb.,l -. a-IL"H, C—'- +w.{ C1.4 A•wptto. n .. \S-0612- b37 i 1 \.cl p stow 0 0 0 6 L 33 $ � 3 3' drawing no. W13-449 sheet 8 of 12 P3 1 6 ASTRAGAL TYPICAL ANCHORS SEE ELEV. FOR SPACING 19 C 0 w 21 .e � P _ w a 0 e �QOA '. UO Z' 1/4' MAX. DOOR FRAME WIDTH SHIM _ PANEL WIDTH _ REINFORCING AS REOD. SEC SHEET 5 FOR CAPACITY D.1. OPG. C) --1 .. .i4 22 22 . .. :.�.:.... .....___J INTERLOCK g 17 EX'PRRIOR D.L.a P3- PANEL W DOOR FRAME WIDTH (SEE Dp TABLE) •• ••• • • • • • •• • ••• ••• • • • • • • • • 000 • • . . . . . . . . • • . • . • . • • • • • . ... . . . ... . ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • o m w Y Z % 0� I W I RS OiL WN M o F�F P o (7Nn V pie+ 0 .'-� 0 a 0 ylZp ry Q W T P F C- _J U J x I L n W _ } � w z V) 03 4 N7 m � Q O ll Z J 00 3 1i m S 3 Z� M U Lj PRODUIC r REVISED wNh the Flnrids Mw eNo M-6412.6 0 o VAT) AHMAD I 1 CWIL 3 1531 0592 91 3 Y 2 d r-zI owing no. W13 l ._ sheet 9 0(_ 1 12 ITEM III C�UJ M Z % 0 i rn a 0 1�O N o CN�L " O m �0, m 8 �aoo l C F�7rc Z O0J N Q W > m N Y. i�= $s Q wmfv o Jul o 8 m o W n } w m O O" p 0 3 N O U �Lw J w W rn> ut FRODUCFREVISED r�espy —w11A IMe M W% w SEALANT �IrrD.le�9 ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 0 WHITE/ALUMINUM COLORED SILICONE. C�.~hai w • • • o Engr. JAVAD AHMAO • • • • CML • • • • • • FU. PE % 70592 \ 3 i • • • • • • • • • CA 3538 i aY, • • • • • • • • • • • drawing no. W13-491 she 1. 10 of j2 PART / QUANTITY DESCRIPTION MATERIAL MANE./SUPPI.IF.R/HEMAHES I E701 1 FRAME HEAD _ FRAME SILL FRAME JAMB 6005-T5 6005-75 6063-T6 6063-76 6063-T6 - 2 E702 1 2 - - 3 E703 4 5 E701 E705 2/ PANEL PANEL TOP AND BOTTOM RAIL PANEL LOCK STILE - AS ROD. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5.059-- sssz 3.562 125 I .1301 693 f� o w 1.129 1.312 .078 1 - 1.824 1.648 2.105 .078 1.648 r .937 045 1_ .062 ^j .937 -�{IfII�.0550 1.021 I II �-.062 I41.252 P O F" Q £ ry a O o --1.998 -'� �1.25 1.252 b- p m O .094 L .__�I"�+--_ _ �1. l rJ 2.625 � p OO FRAME HEAD O PANEL LOCK STILE �, --zszs- PANEL INNER INTERLOCK GLAZING BEAD C0� WSUL. LAM GLASS GLAZING BEAU 1 7/16" LAM. CUSS G N O m Q o 1.998 1.471 .062 3.250 .210 .210 .068 .210 IG 1 .068 I 2.687 Q mm8 oya'j In 0 LaL z Q W m C--- _ -3562 777 2.313 .078 .0%8 2.105 1.648 1.047 1.937 1.047 1147 1 :aJ .,25 .068 L 5.532 98 jI -t.e23 -1 - 2.625 _1 12 SILL TRIM 13 2" SILL RISER 14 2-3/4" SILL RISER � m � N �^ F .062 p 4 PANEL TOP & BOTTOM RAIL ® \°J PANEL OUTER INTERLOCK In , 2 w z f% � 00 4 L_��357 -2.24eyI g U) m O o � o i o 3 FRAME JAMB � ., 49 062 1 -} 1.540A 1.494 .078 125 O .- W W � c � --1.998 2.067 15 FIX. PANEL CLIP 17 INTERLOCK STIFFENER w w 3.687 1 1.1� p PRODUCf REV18ED Accgg .l Mtn tAe FloridA Ace�pt�reRa. I S�b61Z0 o ` o a 8 0 078 -_._.-.--5-274 - IE 3.437- - �{ -.078 Eyka1N•D■ic GC-W i LJ FRAME SILL 0 3.820 1.824 II _1 3.996 _ • • • • • • • • • • • • • 06489 • •• • • • P � 7 .078 CN/IL Engr: JAVAD AMMADFLA. e .,,D 2.000 -�- • • ♦ • • • • • • • • • • • • • . • . . . • • . • • • • PE • ♦ • 70592 C.A.N. 7538 • ♦ Il •• • • U . . . 2015 • • • c-- r �, drawing no. W 13-49 O PANEL FEMALE ASTRAGAL O PANEL MALE ASTRAGAL sheet 11ofl2 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • u� � w ' ' qo V a fV n 0 Wpm D��8 be W aW, .o a amf J o to FRAME TQP _QORNE W o F PANEL TOP/BOTTOM CORNER } w 4 ci (n F- W o �r, 3 OM N � Q O� M 1 J N a Z 0 33 Z� h W p v� v N Wrn� IB ppODUCf pEV19ED 4 M eu PbUt w11Y I►. Flo" 11 9 Cods AneTM.a.. Ns 1-0612•G�' 3 Dw I-J �zo ua..,ae,r 1c..11oT • •• ••• • • • • • • • • • • • •• • • cm�� R is •n Engr. JAVAD AHMAD CrVi38 i ! i •: • • • • • • • FUL CAPE N. t 70592 1 } • • • • • • • • • • • • • n -O • 090 • drowing no. FRAME BOTTOM CORNER W13-49 ! heet 12 of � 2 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI-DADE MIAMI-DADE COUNTY mil 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,zov/economy Eco Window Systems, LLC 9114 NW 106 Street Medley, FL 33178 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 m%teriai fails to perform in the accepted manner, the manufacturer will incur the expense of such testlbg and the*AHJ may • •; • immediately revoke, modify, or suspend the use of such product or material within'their jurisOctV4. RER •. reserves the right to revoke this acceptance, if it is determined by Miami-Dadg• Qjrty Prouuct Control • Section that this product or material fails to meet the requirements of the applicable.WWing codg, . . • • • • This product is approved as described herein, and has been designed to comply'wi" fhe Fld4da.8uildigg, . • Code, including the High Velocity Hurricane Zone. • • • • • • • • ..... DESCRIPTION: Series "Eco-Guard 300" Aluminum Fixed Window — L.M.I" • • • • • • • , APPROVAL DOCUMENT: Drawing No. W09-20, titled "Eco-Guard Series-3co) AluQr Fixed Wdw. • • • (L.M.I.)", sheets L through 5 of 5, dated 03/23/09, with revision D dated 07/08/15tpre.psred by.R?-Vafooq • Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade Coanty Produot•Contcot Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade Courlby 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 put -poses 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# 14-0317.03 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 15-0715.10 CMIAMI&DE COUNTY t Expiration Date: June 17, 2019 Approval Date: September 03, 2015 U! f Page 1 Eco Window Systems,,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0413.08) 2. Drawing No W09-20, titled "Eco-Guard Series-300 Alum. Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 03/23/09, with revision D dated 07/08/15, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, 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 00000 along with installation diagram of a 97 1/4" wide x 96 1/8" hrkh Eo-GuaftrSOries 30(1 • •; • aluminum double fixed window, prepared by Hurricane EngiPegrpino & Test,* 0 0Inc., '. Test Report No. HETI-08-2192A, dated 01/15/09, signed and v:tjed by Cartlido F. , • • •, Font, P.E. (Submitted under NOA#09-0413.08) .... .... . . 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 2fM' 94 • • • • • • ; • • • 2) Cyclic Wind Pressure Loading per FBC, 7AV203-94:'. along with installation diagram of a 97 1/4" wide x 96 1/8" hj&4EW-Guard jeries 36Q.;;• aluminum double fixed window, prepared by Hurricane Engilee'ridg & Testing Inc.,....;. Test Report No. HETI-08-2192B, dated 01/15/09, signed ano sgAgd by VENJ16 F. • • Font, P.E. (Submitted under NOA#09-0413.08) " ' "' • ' ' 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202-94 along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco-Guard series 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2193A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 4. 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 installation diagram of a 48 1/4" wide x 96 3/8" high Eco-Guards 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2193B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 5. 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 installation diagram of a 47 5/8" wide x 96" high Eco-Guard series 300 aluminum triangular top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2194, dated 01/15/09, signed and sealed b Candido F. Font, P.E. (Submitted under NOA#09-0413.08) Manuel Per E. Product Control EkoAer NOA No. 15-0715.10 Expiration Date: June 17, 2019 Approval Date: September 03, 2015 E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 6. 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 along with installation diagram of a 50 5/8" wide x 63 1/4" high Eco-Guard series 300 aluminum fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2195A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FRC.5'h Edition (2014), dated 07/08/15, prepared by Al-Farooq Corporatiq, sigt;64 sxa sealed by Javad Ahmad, P.E. . • ; •; 2. Glazing complies with ASTM E1300-09 • • • • D. QUALITY ASSURANCE • • • • • • • • 1. Miami -Dade Department of Regulatory and Economic Resoureel (RER); • . • • E. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America Inc. W Wir "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring tm 11/11/lfx•• 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for thtsir "SentryGIas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51' Edition (2014), and of no financial interest, dated July 8, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. ..00 0 G. OTHER 1. Notice of Acceptance No. 14-0317.03, issued to Eco Window Systems, LLC for their Series "Eco-Guard 300" Aluminum Fixed Window — L.M.I., approved on 04/10/14 and expiring on 06/17/19. Manue Pe ez, E. Product Control Mkam' er NOA No. 15-0715.10 Expiration Date: June 17, 2019 Approval Date: September 03, 2015 E-2 1-_ 1.813 1.000 062 L— —2.750 Q FRAME HEAD/SILL/JAMB —^{ .750 .8113 I I 03 .050 �h O2 GLAZING BEAD I�I .375 .050 J —� `/ ANCHOR COVER 2.688 — --{ + J .062 .500 69 2.611 U FLUSH FRAME ADAPTER ECO—GUARD_ SERIES-300 ALUMINTIM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. FALSE MUNTINS (SURFACE APPUED) OPTIONAL I II 4 u u u n II II c`i u n II II II , II O I. n ti II 11 II 11 II II II II II II It II it 11 I I. I HEAD/SILL 6' MAIL_L " HEAD/SILL CORNERS TYPICAL ELEVATION D.L.O. HEIGHT = WINDOW HEIGHT — 3.625 D.L.O. WIDTH = WINDOW WIDTH — 3.625" •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE WT R"IRED. • • • • • • • • • • • • • •• • • • • • • • • • • • • ••• • • • ••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Z n 0� w W N f' i N O 0 IL �o 0G ()o o a Q < S 013,2 m2 M<" 4Hs PRODUCTREVISED Y Igr: JAVAD AHAUD CIVIL FIA. PE 70592 . complying with the Florio r C.AN. 538 building Code Acceptance No 15 •a r5- ro �� E'� ireUon Uete QQ)�f By drawing 1 U 2015 Minn; ade rudagce I no. W09-20 .heel T of 5 3/16" ANN. GLASS 3/16" HEAT STREN'D. GLASS .090' Interlayer 090" Interloyer Butocile PVB SenlryGlas By 'Kuraroy America, Inc: By 'Kuraray America, Inc.' 3/16" ANN. GLASS 3/16' HEAT STREN'D. GLASS SIUCONE SILICONE DOING 899 pp DOW CORNING 899 GE '"SrCS 2000 F GE SCS 2000 i In i m It !I AT 1/4 POINTS !1 !i AT 1/4 POINTS 1 Ii a ON LITES WIDER li it 8 ON LITES WIDER THAN 36' ONLY i THAN 38' ONLY e8 X 1-1/4- SMS �8 X 1-1/4' SMS AT 3-1/2- FROM ENDS AT 3-1 2' FROM ENDS / / AND 10' O.C. MAX. AND 10" O.C. MAX. GLASS TYPE 'C' GLASS TYPED' GLAZING OPTIONS ��WIDTH WINDOW�� T�'�� WINDOW Wj I t- - - , r- - -A- L - - J OL-90.0 WIDTH WINDOW WIDTH WINDOW WIDTH WIDTH WINDOW WIDTH WINDOW WIDTH48'•••59.9•.e 001 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SWIPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. Ie V W n o z 6 a p o n m t'1 O LL (d F DESIGN LOAD CAPACITY -PSF DESIGN LOAD CAPACITY - PSF WINDOW DINS. GLASS TYPE 'C' GLASS TYPE 'D' MIN➢OM DIMS. CLASS TYPE 'C' CUSS TYPE 'D' WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) 1N7.(-) WIDTH (W) LENGTH (L) FJC7.(+) 1NT.(-) EXT.(+) iNi.(-) 24" 30" 36" 42' 48' 54' 60' 68" 72' 36' 75.0 80.0 80.0 _ 80.0 80.0 90.0 26-1/2" 37' 53-1/8" 74• 26• 75.0 80.0 80.0 _ 90.0 9D.0 90.0 _ 90.0 Z Z 2 p Q p Q t V 0 Q Q 4i J V-, Q ZW 75.0 80.0 90.0 90.0 75.0 80.0 solo 75.0 80.0 75.0 80.0 80.0 75.0 80.0 80.0 90.0 7s.0 solo solo 75.0 solo solo __ solo 90.0 26-1/2" 37' 53-1/8' 74" 38-3/8, 75.0 solo solo 90.0 9DO 90.0 90.0 75.0 solo 75.0 80.0 75.0 75.0 80.0 80.0 _90.0 90.0 75.0 _ 75.0 _solo 00.0 80.0 solo 80.0 90.0 80.0 Bo.o 73.0 80.0 80.0 90.0 26-1/2" 37" 53-1/B' 74" 26-1/2" 37" 53-1/8' 50-5/8' 63" 75.0 80.0 1 80.0 9D.0 90.0 90.0 90.0 90.0 90.0 solo 24' 30, 36" 42' 48' 54' 60' 66" 72' 48' 75.0 80.0 80.0 90.0 75.0 80.0 80.0 80.0 75.0 80.0 80.0 90.0 90.0 90.0 _ 71.3 76.0 75.0 80.0 80.0 80.0 71.3 75.0 73.1 80.0 80.0 80.0 75.0 _ 80.0 75.0 75.0 solo 60.0 90.0 75.0 80.0 80.0 80.0 80.0 80.0 90.0 solo 90.0 67.9 72.5 75.0 _ solo 80.0 60.0 26-1/2' 37" 53-1/8' 76" 75.0 solo BO.O solo solo solo _ solo s U d J W } N to 13 �" Z_ 3 o o U Wrn42" g 4l 40 �_ m M a� 3 Z } J v � W J 75.0 80.0 solo 75.0 solo 75.0 76.8 solo 87.9 89.9 solo 24' 30' 36' 42' 48, 54" 60' 66' 72" 60, 75.0 solo Bo.O 80.0 90.0 W L _ „ ; iL�� NOTE:54' WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. NOTE: GLASS CAPACITIES ON THIS SHEET AREWINDOW BASED ON ASTM E1300-09 (3 SEC. GUSJ Erpr. JAVAD AHWID pRODUCf RHVISDD36" CMLra complying with ro NUMB FLA. PE 0592 C.AN. BuildingCoAe (5.Q 15.I0 A.irprau«No �120 L'r, nxlion Uere up , ri aAc wluct JU �L.t� 2015 1 1Lsheet 75.0 75.0 75.0 80.0 90.0_ 80.0 80.0 80.0 9DO 80.0 90.0 90.0 75.0 80.0 71.3 80.0 66.8 60.2 80.0 90.0 90.0 64.2 64.2 Bolo 60.2 80.0 90.0 60.0 24' 30" 36' 60, 72" 75.2 75.0 Bo.O solo 90.0 75.0 75.0 80.0 solo r�-0-0-0-00-- solo 75.0 75.0 80.0 90.0'r48' 76.6 soo 66.5 71.3 90.0 602 64.2 80.0 90.024" 30" 36" 54' 84"75.0 75.0 80.0 80.0 90.0WINDOW solo 75.0 solo solo 80.0 80.0 90.0°42' 90.0IB'65.6 70.0 70.0 65.6 80.0 solo90.07 80.0 64.3 64.3 90.024' 30••. 38' 42' 96' . • 75.0 solo solo solo n m • 75.0 •s . solo a%D • 64#. W o o •9o.o 24 42' • • • 75.0.0 solo�'75.00.0 • solo 7440*olo 90.v 81.50. .0 • 24'• 36' • • 754D W'o• •Bolo• 9Y.0 • 90.0 74.5 solo 74.5 drawing no. W009-20 2 of 5 • • • • • • • 000 • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1BY TYPICAL ANCHORS v • WOOD BUCK SEE I ELEV. FOR SPACING METAL TYPICAL ANCHORS 2 ODD BUCK STRUCTURE SEE ELEV. FOR SPACING OR WOOD Sr TORE 4` v a• . a , ° MIAMI—DARE COUNTY APPROVED l • a ° - ? • • a d ° MULLION k MULLION ANCHORS SEE SEPARATE Z • NOA 0Z • l�1 w � Q I CL CC OF u Q u 7 2 Ih pl'aa C it TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING 0 4N a ; LL�y=�V it " WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. TYPICAL_" ANCHORS: SEE ELEV. FOR SPACING MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy=155 KSI) v U m it l� AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 3 J H Ii 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY W 1-1/4" MIN. EMBED INTO CONC. OR MASONRYtj N DIRECTLY INTO CONC. OR MASONRY H w O "a 1-1/4" MIN. EMBED INTO CONC. OR MASONRY V))r 3,; 3 $ J W 14 SMS OR SELF DRILLING SCR WS (GRADE 2 CRS) O o") li INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") t iH 0 Z 3 W y i. INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) 3 z o ALUMINUM : 1 /8" THK. MIN. (6063-T5 MIN.) o (> 4 `I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) lW lil u d TYPICAL D DISTANG INTO CONCRETE AND MASONRY = 2-1/2" MIN. h '! INTO WOOD STRUCTURE = 1" MIN. to L INTO METAL STRUCTURE = 3/4" MIN. T Y WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. II it CONCRETE AT HEAD, SILL OR JAMBS T'c - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 1500 PSI MIN. _ ii ii • • • • • • AIL LINTS AND FRAME CONNECTIONS SEALED WITH HIE; •• • a • • i •JOINT HEALER. m o 1 41 Engr: JAVAD AHVIAD PIiODU(TI'IiGVISEU FU. s ne CML uuplying with" Florida • • • • • • • H,ildmg Codc c ' _ ° ° -° °' I t• • • • • • • • CAN 38705g2 • Aac lance No 'Fr• • • • • • Evi' lion Uale $J Y aS 1 5 • 1 ° SEE ELEV. ANCHORS SPACING 1BY / ^ • . TOPICAL ANCHORS • • • • • Miemi Prodkl drawing no. FOR SEE ELEV. (y ^ WOOD BUCK FOR SPACING JUL 2015 W09-20J sheet 3oT 5 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM / PART / REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 FY301 2 FRAME HEAD/SILL/JAMB 6063-76 - 2 FY302 AS REGO. GLAZING BEAD- 7/16' CLASS 6063-76 - 3 FY303 AS REOD. ANCHOR COVER 6063-T5 - 4 E203 AS REGO. GLAZING BEAD BULB NEOPRENE ULTRAFAB FRANK LOWE PH SMS 5 6 FLB-50 /10 x 1' 1 _ 8 GLASS SPACER - 1/8' HIGH SILICONE FRAME ASSEMBLY SCREWS FLUSH FRAME ADAPTER CRS 6063-T6 7 FY120 - OPTIONAL LITE SETTING BLOCK EPDM DUROMETER 8515 SHORE A MIAMI-DARE COUNTY 1/8' THK. ALUM STRAP w X CIRCULAR WINDOWS CORNER DETAILS 1/4' MAX. SHIM :AL ANCHORS ELEV. TYPICAL ANCHORS SPACING SEE ELEV. FOR SPACING • • • • METAL • • • • • STRUCTURE Engr: JAVPD AHMAD ML FIA. 70592 • . • C.A 536 � • t • • • • SIICMS t • • • • • • • / ... . • . . . . . . • • . •• . • •• •. ... . •• • . •••. . • MITER CORNERS yIzl� I PRDUUCT REVISRD I L' " camplying with JAB Flatida Zr 'ai Building Cods e o Acceplmue No IJr' •� 15, )Q � L'x iretiun Uate�)9 By L_= Mi i ade Produq Con drowing no.1 W09-20 11 l TYPICAL ANCHORS e SEE ELEV. FOR SPACING � ' 1 Z,Z D ALT. OJ ALT. a P , P v I TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS MIAMI—DARE COUNTY APPROVEO SEE ELEV. FOR SPACING MULLION & MULLION ANCHORS SEE SEPARATE NOA N TYPICAL ANCHORS SEE ELEV. FOR SPACING N Z % O J 1• Q O 01 IL �o O t, a vo m ° g a. l to o Fva >Q o aWth 3 S3 <W�E 1" 3 QQ I V W it V) w M � h O o 1 1/4" MAX. © Z 3 SHIMS ALT. 3 Z} N I�+ M O UAW C� I t, TYPICAL ANCHORS )9� 0W SEE ELEV. FOR SPACING 4 9�€ •• ••• • • • . i dm INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER En9,; JAVAD AHMAD PRADU(7rRHVISI;D F CML s complying wish Yw Plodds 'IU. P 70592 [1uilding Code • • • • i • • • • • • • • • c.A . ss�g Acceptance Nu 15'0 15. Ip .. • • • • • • • • ex itetim uatc Jq • • • • • • • • • • • Dy �� • •• • • • • • • • lU 102015 m„�; adeProdd drawingno.l •.. • • ••. � �WO920] sheet 5 of 5 � • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI•DADE MIAMI-DADE COUNTY 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.miamldade.2ov/economy ECO Windows Systems, LLC 9114 N. W. 1061h Street, Medley, FL 33178 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 PERA -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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 600 Aluminum Outswing Doors-L.M.I. APPROVAL DOCUMENT: Drawing No. W12-08 Rev C, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 apdJast revised on SEP 04, 2015, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade Gounty irrcxlvet Contr.W.. •. Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County-Prioduct Control Section. • 0 • • • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • • • • • • • • • Limitation: .... .... ..... 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2 . See Single or Double.Door DP ratings xvjU . . • sidelites (w/wo Reinforcement) and Standalone Single sidelite rating in sheet 3. The tnax door leaf wi&ti shall w w ... not to exceed 37". See locking options 1 & 2 in sheet 7_1. • • 2. Laminated glass types GI and G2 are limited to .090" Kurarary's Butacite PV B and lass type G3 j4144ited to • • • • • • • w Insulated laminated glass W .090" Solutia interlayer. • • .... LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state arf4Ceries and following statement: "Miami -Dade County Product Control Approved", 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 put -poses 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 #12-0402.03 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 15-0603.13 Expiration Date: March 20, 2019 Approval Date: October 15, 2015 Page 1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (see below) 2. Drawing No. W12-08 Rev C, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on SEP 04, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file #12-0402.03) 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 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12-3357, HETI-12-3358, HETI-12-4003, HETI-12-4003 and HETI-12-4027dated 03/16- 26/12, all signed and sealed by Rafael E. Droz-Seda, P. E. Note: The above referenced test reports have been revised by an addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBA-2014(ITT Iition), 00000 prepared by Al Farooq Corporation, dated June 02, 2015, signed and sefflabp JavadiA.�Tad, P.E.• - 2. Glazing complies w/ ASTME-1300-02, -04 & -09. • ...... .. . ...... D. QUALITY ASSURANCE • • • • .... 1. Miami Dade Department of Regulatory and Economic Resources (RER • • • • • • • • • •.. ...... .. . ..... E. MATERIAL CERTIFICATIONS • .. .. . .. ...... 1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America, Ind.•(RBitner E.I. DuPont •, DeNemours & Co., Inc. for the `Butacite ® PVB interlayer", expiring on 11/11/1& • • � • • • •' 2. Notice of Acceptance No. 12--1231.10 issued to Eastman Chemical Cbmapahy (" (fprmer; • • • •; Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on 05/24l1:6. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (511 Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/02/15, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA 02-0402.03, expiring 03/20/19. 2. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA. haq I. Chanda, P.E. Product Control Examiner NOA No. 15-0603.13 Expiration Date: March 20, 2019 Approval Date: October 15, 2015 E-1 SERIES 600 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. STAND ALONE SINGLE SIOELITE SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ), 1BY OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE, ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. 1/8" HEAT STREN'D, GLASS .09o" Interloyer -Butacite PVB By 'Kuraray America, Inc.' -1/8" HEAT STREN'D, GLASS C SILICONE i m DOW CORNING 899 Z 26 14,� 8 J \ r 0 \ / GLASS_TYEEF GL -3/16" HEAT STREN'D. GLASS �v .090" Interloyer Bulocite PVD By 'Ku'oray America, Inc.' --^ Z n Q HEAT STREN'0. GLASS Q SILICONE � d 6 i m DOW CORNING 899 � yJ C6 >W R W 4 8 L0. 0 U V ate, I, 00 M V01w>m \\ O NN O a // SETTING BLOCKS AT LAM. CLASS Q W o LL Z READ. FOR WIDTHS EXCEEDING 36" ONLY. — ' NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS N J O c1 J GLASS 'GYRE 'G2' 1/8" TEMP. GLASS 5/16" AIR SPACE 1/8" HEAT STREN'D. GLASS 090" Inledayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' - rl/B" HEAT STREN'D. GLASS H DOW CORNING 899 _ST. STEEL METAL SPACER 8 �SRICONE I / SETTING BLOCKS AT INSUL. LAM. GLASS _ NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS GLASS TYPE 'G3' PRODUC IF REVISED r n pyJI g Alb t►e Fl-W& °' S Ibwtlia{ CNe Aetept « Nit 15.6La3. r3 r,>,NewT.o IT.iw.Me_�.. tor9 • •• • • • • ••• • •• ••• •• • • • •• THESE DOORS ARE RATED FOR LARGE &SMALL MISSILE IMPACT. Ea9r: aAVAD AH1Mo �, t CAD SHUTTERS ARE NOT REQUIRED. FLA. PE / 70592 o n CAA. 3536 • • • • • • • • • • S Q 205 r drowing no. • • • • • • I ,,,, 2-08 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 39 3/4" MAX. IV MAX. HEAC SILL 76' MAX. FRAME WIDTH HEAD k SILL ANCHORS AT STILE ENDS (4) AT 3" O.C. 12" 5" MAX. A MAX . HEAD CORNERS CORNERS SILL. 37 3/16" MAX. U� �� w m FRAME WIDTH Z 0 FZ a 2" f• Li I . MAXIL i a / HEADS LL r F' SRL CORNERS \ Q m I ' n i Tl_� _ lyL _ \ LOCK OPTIONS / \` LOCK OPTIONS / n #1 OR #2 / II #1 OR #2 \ (OPTION 2 SHOWN) (OPTION 2 SHeW --��`- SEE SHEET 7.1 r - ---rr_ SEE SHEET 7.1 w U ILE/ II FOR DESCRIPTION = � / x w a II,/, cs Lj U FOR DESCRIPTION m xg 0 I �� e0 t n 2 n //I)' /� 3 Z j. Q m � m w J __- " �� • to -I l ___ � /• a � � °D J m 1gy Saw .a gq N \\ /CB \ ACTIVE I INACTIVE ACTIVE SURFACE APPLIED mw SURFACE APPLIEDL mw SURFACE APPLIED FALSE MUNTINS OR 26 15/16" rc FALSE MUNTINS OR 26 15/16 26 15/I6" �d ¢ FALSE MUNTINS OR DECORATIVE GRILL D.L. OPG. �u DECORATIVE GRILL D.L. OPC. O.L. OPG iO U DECORATIVE GRILL MAY BE USED MAY BE USED MAY BE USED 37" MAX. LEAF WIDTH LEAF WIDTH (X) (XX) DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) DOOR DIMS. LAMINATED GLASS FRAME LEAF FRAME EXT.(+) INT.(- WIDTH WIDTH HEIGHT 39-3/4" 37" 98" 1 70.0 DOORS LOAD CAPACITY - PSF DOUBLE (XX) DOOR DIMS, LAMINATED GLASS FRAME DTH LEAF WIOT FRAME HEIGHT EXT.(-) TNT.(-) 46"• •37i • 9� 70.0 75.0 •• ••• • til 75.0 • • • • • • • • • • • • • • •• ••• GLASS D.L.O. DIMS, •• • • • •• D.L.O. HEIGHT = FRAME HEIGHT - 11,125" O.L.O. WIDTH (X DOORS) F ME Wl�D-�TH - 12.813" D.L.O. WIDTH (XX DOORS) _ ( 2ALIE`0 DTH - •22.I2.5"•1J•L• • • • • • • • • • • • • • • MATE:• • • • : • • • • • Is SO CAPACITIES ON THIS SHEET ARE NOTE: • • • AA ED bN ASTM E1300-09 (3 SEC. GUSTS) EGRESS REQUIREMENTS TO BE REVIEWED AND FLORIDA BUILDING COMMISSION BY BUILDING OFFICIAL. DECLARATORY STATEMENT DCA05-DEC-219 • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 0 0 M Q 0 8v Ct i c"1 0- 0 0.0 0. ¢ p ppgpp 4T 1 - d H W fdi LL LI U) H O ii li JO w:.1f� i Q f •f�, 3 m 5 ----ter-=--- � � W Mxx F 3.n m II C o 0 0"1 � m o— Z W o O a -1 �. . mw 32 3/4" ' z W w U � W� �W rn 0 D.L. OPG. (0) 8 s 8 STAND ALONE SINGLE SIOELITE 4 a o SEE SHEET 3 FOR CAPACITY ►RODUC I' REVISED IN ish the FI.rwl r Amw.« IN.1S-o6o3 /3 .'ao n CIVIL RA. PE 70592 CAN. 538 10 e_. 2015 i n r i v : � drawing no. w12-08 sheet 2 of 9) DESIGN LOAD CAPACITY - PSF STAND ALONE SINGLE SIDELITES SIDELITE FRAME WIDTH INCHES SIDELITE FRAME HEIGHT INCHES ryITHOUT REINFORCING 24 30 36 37 42 82 70.0 75.0 70.0 75.0 70.0 70.0 75.0 75.0 61.7 66.1 24 30 36 37 42 86 1 70.0 75.0 70.0 75.0 75.0 70.0 700 75.0 61.7 66.1 24 30 36 37 92 70.0 75.0 69.8 69.8 64.1 64.1 1 .3 1 63.3 24 30 36 37 99 83.3 57.8 63.3 53.1 Iflil 52.4 SINGLE SIDELITE WIDTH DESIGN LOAD CAPACITY - PSF SIDELITES WITH SINGLE OR DOUBLE LEAF DOORS (SEE NOTE BELOW) SIDELITE FRAME WIDTH INCHES SIDELITE FRAME HEIGHT INCHES WITHOUT REINFORCING WITH REINFORCING EXT.(+) INT.(-) EXT.(+) INT.(-) 24 30 36 37 42 82 70.0 75.0 75.0 70.0 70.0 75.0 70.0 70.0 75.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 61.7 66.1 24 30 36 37 42 86 70.0 70.0 75.0 70.0 75.0 75.0 70.0 70.0 75.0 75.0 75.0 70.0 75.0 70.0 75.0 66.1 70.0 61.7 61.7 66.1 24 30 36 37 92 70.0 75.0 70.0 75.0 69.8 69.8 70.0 75.0 75.0 64.1 64.1 63.3 70.0 70.0 63.3 75.0 24 30 36 37 96 63.3 57.8 63.3 70.0 75.0 57.8 70.0 70.0 75.0 75.0 75.0 53.1 53.1 52.4 1 52.4 70.0 SEE CHART 39-3/4` MAX. (SINGLE) 76" MAX. (DOUBLE) DOOR FRAME WIDTH HEAD k SILL ANCHORS CLUSTER OF AT STILE ENDS (4) AT 3" O.C. 6' AT) BEAD/SILL 12" MAX. HEAD/SILL CORNERS F I 3� NP. I �`\ I1 `A� u II 11 II rc II II II I 11 n \/ II s /f lFill F- --Ir---- n II 11 u u II �I! \"/ SURFACE APPLIED FALSE MUNTINS OR DECORATNE GRILL MAY BE USED I I' - / / ii E I I \ II I I II \ II LO K OPA10 S M1 OR/#2 III\ i (O T" 1 S 0 ) II \ I SE SHEET DESCRI 1 TIO I I I I INACTNE ACTNE I F^ 2. L' 5 PIG I I I 21, L S P1G-�i` I _ J Z 2m^' It I O O 0 w O Oa V Q � 0IQ4 O 0 • 0: LLz a�f a U o N In � o W v w tz }w V) �� m o Oo"1 1 S 3Z�M w U �L �z Wm�r o 0 I:-r- NOI E: FOR DOORS CAPACITIES SEE SHEET 2. WIDTH PROIIUCf REVISED 11M rCod. 14 FTnHh ham.LEAF FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR SIDELITE FRAME WIDTH 39 3/4` MAX. (SINGLE) 76` MAX. (DOUBLE) A44tyU• No RMYa1Y•D.I � OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. MAX. SEE CHART AT LEFT DOOR FRAME WIDTH 11kra 1 ��yy� (OXXO) -irk nirrtC.rhvl MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SQ. FT. PER FBC 2014 G A D..0. OIM O.L.O. HEIGHT (SIDELITE) =FRAME HEIGHT - 11.000" ••• ••• • • • • • • • • • • • • ••• D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.438" • • • •• •• ••• • • • • •• • • • • • • ••• • • • • • •• CML F PE # 70592 A.N. 3538 • • • • • • • • • • • • • • • ASS :�APfCITIES ON THIS SHEET ARE • • • BAWD•ON•ASTM E1300-09 (3 SEC. GUSTS) 0 h 2015 • • • • • • 64NS FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • drawlna no. 11 W12-08 11 1 1 4 9/16" MIN. THROW BOLT PENETRATION CA) a 0 a W F w w 1/2" MIN. THROW BOLT TYPICAL ANCHORS EDGE DIST. - SEE ELEVATIONS FOR SPACING • I I I U a � N I I v s I I 26 I I 2 I I I I rl--i I I I I I I I I I ING OPTIONS SHEET 1 4. � v 9 DIST. TYPICAL ANCHORS 1 SEE ELEVATIONS FOR SPACING PROPERLY SECURED / l BY` WOOD BUCK EDGE DIST. -_--EDGE DIST. Y. 0 N Y TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING w 0 w 2BY WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET , 1 W 2 N TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS 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 O' (F-177 KSI, FY-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC, OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN, EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) #14 SMS OR SEI F DRILLING SCREW; (GRADE 2 CRS) •4NT( Vj& DADE C�UNTT:APPROVED•MULLIONS (MIN. THK. = 1/8") • INTO MCTA@ S1RUMFURCS • • • • • STEEL• 1ZIP :H j 4.:Fy Sri KSI MIN.) •4LUMINVM • 1}(8"•THI6. WIN. •(606345 MIN.) • • (STLCV•IN C@WNACT •KITH •ALl1MINeM TO BE PLATED OR PAINTED) lY TYPICAL •IQ NTO WOODFVjUCJ(]RFA= I.YZ� 20 0 MIN. • • 0 IWO METAL �TRUOTi7URE = 3#4" MIN • • • • • • • • • • • • • 11D60 AT F ft •OR •J*A=S SG Qs 5 I�Pi • CONCRETE AT HEAD, ILL OR J/�f;f'e - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EDGE DIST. _ / STRUCTURE V � rr, 111111 N 0 a W \ i m TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING �- I I MIAMI-DADE COUNTY APPROVED I�CLIPPED MULLION �I ,,,SEE SEPARATE N A I I I I 0 TYPICAL ANCHORS -SEE ELEVATIONS FOR SPACING PRODUC F REVISED --plCag wfltl the FInrM& AtttyWte H9 iS-0603•I' [y4ul.• 41t �a.l•nt IA I DOOR MAILS 1l, �I Engr: JAVAD AHMAD n I CML 7 F PE p 70592 o n ..N. �. 04'CUU -s z 1 W 129 08, sheet 4 of g 1/4" MAX. © CONCEALED FLUSH BOLTS_ Cod 1�4 MAX. f 1 O SHIM LEVERS A7 STILE FACE SHIM II• ^V� o 3 ley a TYPICAL ANCHORS WOOD BUCK • SEE ELEV. 16 ACTIVE LEAF Z m FOR SPACING - k w Z E � �u C— 26 13 _._ _ o - _ _ _ • • N � � p ') _ •(y TYPICAL ANCHORS [ 1� SEE SPAC 0 1 h � � '" FOR SPACING 0. 1`I4T Q'a�14 °o 0 > 01� 3 23 2S 9 EXTERIOR METAL STRUCTURE Z N SEE SPEC SHEET 4 LEAF WIDTH LOCK OPTIONS01 Q f 39 3/4" MAX. -(OPTION OR �2 2 SHOWN) SINGLE DOOR FRAME WIDTH - SEE SHEET 7.1 FOR DESCRIPTION SHIM /4" MAX. J SHIM CONCEALED FLUSH BOLTS_ �� UJ 00 CONCEALED FLUSH BOLTS 2BY WOOD B �K w 3 LEVERS AT INSIDE FACE OFSTILE o TYPICAL ANCHORS LEVERS AT STILE PACE lJ SEE ELEV.' ^ OR / iv WOOD STR URE FOR SPACING - 16 INACTIVE. LEAF ACTIVE LEAF EE NOTE HEET 1 w v) Li z Ul F o0 4 n - 28 13 26 < 24 O O M N m I � Z p a Enw " -- -. U JLi ' i 1 25 23 TYPICAL ANCHORS a D.L.O. 11 10 7� SEE E,IE 19 DlA. FOR SPACING LOCK OPTION ! LEAF WIDTH 2 EXTERIOR g LEAF WIDTH 4 76" MAX. u V S DOUBLE DOOR FRAME WIDTH PROOUC F REVISED 2 POINT LOCK ASSEMBLY- 4 POINT LOCK ASSEMBLY r te•Plyl•s wily L4< F'M;Hdh U•LJinRCW .. w N _ _ _-•-•• At4tWxeNel .06• •1 c v' INACTIVE eEAF • • • . • • • ACTIVE LEAF P.•r1r•M.. Uale 20 V1.27, ° • • • • • • • • MW 1111Y hd•cl C..I.d � .--� Engr. JAVAD Al/MAp � •� CIVIL FLA. PE M 70592 o n • I• • fir.,%%�� • A.N. 3538 • •III •` • I�I ! � • o � E) ERIOR • • : SE. Zp15 drawing no • • • • • • • • LDOOR DETAILS W12-08) LOCK OPTION /1 -- sheet 5 0l 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4 1 4 TYPICAL ANCHORS SEE ELEVATIONS EDGE ms- �-� I tF 22 N \ 1 a 2 GLAZING OP SEE SHEET a 0 a — W N K W 4 4A G 22 xg ` I Pr 1/4" MAX. 0 1/4" MAX. SHIM SHIM S BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING 16 TYPICAL ANCHORS — - SEE ELEV. w o FOR SPACING .W 14 E.XTERIOR 4 D.L.O. __ _ METAL STRUCTURE SEE SPEC SHEET 4 42" AT 86" HT. 37' AT 98" HT. _ MAX. SINGLE SIDELITE WIDTH IONS 1/4" MAX. SHIM • � HLINr UKGINU 012 SMS AS REDD. OHAT5" FROM ENDS SEE SHEET 3 AND 11" O.C. 18MAX. 5 6 3 —J 16 16 j I 1 I I 26 1 II TYPICAL ANCHORS w E— SEE ELI FOR SPACING 3 23 _ EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING FLUI Al Z A O� Na % a O 0 E O u O O$ v Ci g ��Qa8 N OD aW��o Q us F L fRODUf.f REVISED r,"pI,k4.11b 1ht Fbo" � U o In bWiMa{C°M AeeeW Nos,�Q:13 � g m Ey1hMW Mte�l ui4S� V1 } w z 5 U) In 3 ¢ W g 3 z� o n O ao M N Li :2 EXTERIOR LEAF WIDTH 39 3/4" (SINGLE) • • N SIDELITE WIDTH 76" (DOUBLE) 4 o n • • • • r- .—.— MAX. DOOR FRAME WIDTH o • • • . • • • 000 • MAX. UNIT FRAME WIDTH Engr: JAVAD AHMAD CIVIL ei FIA. PE S 70592 • CAN. 538 n • • • • • • • • x n E • • • • . • • • • • • drowing no- 0 0 ;' •9. .•. ..: •.• y; 4206 W12-08 SIDELITE DETAILS �heet 6 of 9D ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • • • • • Y • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4 } 4 t LOCKS OPTION k 1: ACTIVE LEAF: 4 POINT LOCK ASSEMBLY DLOI-6007 BY 'INTERLOCK USA INC.' (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLAIE 1/2" DIA. THROW BOLT (1) AT TOP ENGAGING FRAME HEAD AND (1) AT BOTOOM ENGAGING FRAME. SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK HANDLE LOCATED AT 42-1/2" FROM BOTTOM INACTIVE LEAF: 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' 1/2" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME HEAD AND FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK LOCATED AT 42-1/2" FROM BOTTOM HINGES 3-1/2" X 7-5/8" X .122" THK. EXTRUDED ALUM HINGE PART #FD-107 BY SULLNAN & ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT 10-1/4" FROM BOTTOM TOP HINGE AT 11-3/4" FROM TOP CENTER HINGE AT MIDSPAN (38" O.C. MAX.) HINGES FASTENED WITH #10 X 1" FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB OPTION k2: ACjjV�1.�A , CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 BY 'KWIKSET' LOCATED AT 39-1/4" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44-3/4" FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS INACTIVE LEAF: CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2- X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) 08-32 X 1/2" FH MS I 'I ACTIVE I INACTIVE ACTIVE m0UUC IT REVISED d tolipl)rllp w11Y IYe Fl-kt. A N. 1 S."6Ao 3 Z 0 $ Q f N 0 C 0t a V � m 01 04Q0 �A 0��� a�30„ LL?NI�'�.}f i• ••• • • • • • •• dory • • •• ••• •• •• . • • • • • • • •• inn En9r; JAVAD AHMAD CIVIL j 3 • ••• • • • • • • ... . ••• • • • • • • • • • . • • • •• • • • • • ••• . FIA. PE / 70592 CA 538 a drowing no. (W12-08 .(Sheet 7.1of Q • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 4 000--'{I 078 L 2.062 -� 1 DOOR FRAME HEAD/SILL 078 4.031 7 LEAF r^-1.750- 1 I 4.750 1.507-4 TOP/BOTTOM RAIL .803 ,045 IS GLAZING BEAD 5/16- CUSS 80i-3 80.625 3zo 1 1.1.07425 15 GLA7.ING BEAD INSNL. GLASS i.500 312 q .062 PROAUCFREV19HD R..tin%C� kwHh the FMvi%a 8 LEAF W'STRIP ADAPTER Y 4i - 93 ` 11bd I�M I CMMd 312 jj------4��42 J LEAF ALIGNMENT BRACKET 7501- .za1 4 -^{ I I �Y375 -.125 1.5I74 125 3.781 13 LEAF CLAMP L= HINGE BACK-UP PIATE a 18 1.250 •719 SIDELITE MULLION REINFORCING (� 0 - V F N a EOL C o a 0 0 Y4. a' In C v 0 C m4.000� IL lq 0 4 r 9 LQ 3 G � Z=� J 0 m _5 •, Q W 1 f _ v (U J S v m 2 LLJ gz � p I IZ_LL 3 Z } o J W 012 c -� F u _y 03 01 z i i --I�}.-I0 104 14A GLAZING BEAD 7/16- GLASS Z531 7A 3.719 .507 .078 8.250 f 4.781 SIDELITE �I 1-I625 .078 BOTTOM FRAME II 1.507-�i t.7so- TOP & 4.719-- - .078 .- 1.750 1.507r , I� 4.000 9 LEAF HINGE STILE 5.344 - 4,000 1.750 2.oa1 1.507 _ _� .0711 10 LEAF LOCK STILE I {.. 1.750-^I BOTTOM RAILvo 0�.329 i 1.e12 2 FRAME COVER 9" 3.719 8.28j • 1.507 078 9.000 • • • • • • • • • • • • • • � -5.344 _.078 -- 2.081 1. 1.750 I ry.687 .050 1.197 I- 1 b .154-4.000-W tB SNAP COVER 11 LEAF ASTRAGAL STILE M 0 0 m � o g 0 8 �1.500-aj -�j .625 r1.500j .719 • • • • • • .o 4.000 .078 2.097 .078 4.000 4.000 _ 1.507 •L 1-j 1 s SIDELITE FRAME JAMB •� • • T • yI SIDELITE • • • 9" BOTTOM 1 ••• 1.620, • • • • • • • ••• FRAME Engr: JAVAD AHNAD CML 4.188 F1 A. PE t53B592 '•• • • • • .078 • • SE Z��J • 6 SIDELITE SLIP ON JAMB n o o' n Y $ Q drowing no. ,A/,�n_08 sheet 8 of 9 3 DOOR FRAME JAMB ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4 4 . • 22 22 4 W 22 , / / Z 31 i / �js�7,7 a o. • ,�%" O J M U / / / / / /' 9L GSI TI 02Q2 �• �d8p O NN0: 0 a -2 S a J V' � I O vl W DOOR FRAME CORNER � � F >- L } w N Fro 4 cn rn SIDELITE FRAME CORNER SIDELITE MULLION SLIP ON JAMB CORf�R u 0 C "n o 0v wmW PRouuc r Revise• WimmWW •*IIA 16e Pori& W 12 LAI�If `31 �s 1 \93 oho III I`\� lo'f) ICoukd � V LL LL II I 111� rr j � N • • • • • ! • • • ! • • C N a N ry JAVAD M{MAD MyyL n r j 3[-." I 0592 • •• ••• • • • • ! • • • ••• • •• 4Enqr: J 2015 drawings no. �W-12-08 LEAF CORNER sheet 9 of 9 ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 CHACI%,*& gof \ i I C041 SA Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 issue Date:10/19/2017 Location Address Parcel Number 443 NE 94 ST, Miami Shores, FL 33138 1132060140510 Contacts Permit NO.. RC-6-17-1209 Permit Type: Building (Residential) Work Classification: Alteration Permit Status: Approved Expiration: 01/06/2020 SETH LONG Owner SETH LONG Applicant 650 W AVE 501, MIAMI BEACH, FL 33139 650 W AVE 501, MIAMI BEACH, FL 33139 Mobile: 3017853381 Mobile: 3017853381 ABL CONTRACTOR CORP Contractor ABEL ALFONSO Business: 7867189935 .___.. Description: COMPLETE RENOVATION Valuation: $ 54,009.00 Requests: Inspection tion R9 Total Sq Feet: 0.00 Fees Amount CCF $33.00 Change of Contractor $110.00 Change of Contractor $110.00 CC/CC Fee $50.00 DBPR Fee $24.31 DCA Fee $16.21 Education Surcharge $11.00 Notary Fee $5.00 Permit Fee $1,620.27 Plan Review Fee (Engineer) $120.00 Plan Review Fee (Engineer) $80.00 Scanning Fee $66.00 Technology Fee $44.00 Total: $2,289.79 Payments Date Paid Amt Paid Total Fees $2,289.79 Credit Card 01/07/2019 $110.00 Credit Card 05/02/2017 $200.00 Check # 212 10/19/2017 $1,869.79 Credit Card 07/08/2019 $110.00 Amount Due: $0.00 Building Department Copy 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 inform tion is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize tl bgve named contractor to do the work stated. Authorized Signature: Owner / Applicant / Co / Agent Date July 08, 2019 Page 2 of 2 &CC - Miami Shores Village �.r✓�� Building Department MAY 91 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FB~~ C 20�'7 BUILDING Master Permit No.�l.'S PERMIT APPLICATION Sub Permit No. ❑ BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS CHANGE F [:]CANCELLATION [—]SHOP CONTRACTOR DRAWINGS JOB ADDRESS: L J rI P/ iln �� j City: Miami S^9 � Shores 11 County: Miami Dade Zip: Folio/Parcel#: 13 Z06D1 4 MJ' 0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):yt L-" LVVIA Phone#: ---70l _58 Address: �231 t4_ffl_ q lam �, k , City: )m, -i 1 State: Zip: :Z \ 3 c Tenant/Lessee Name: Phone#: Email CONTRACTOR: Company Name: /�b� I C> Vy//2Qd'�0_k C a/Q/C1 Phone#: Address: / $ 6!�O City: tj fC' A*T4*'� State: [ Zip: Qualifier Name: I r ne#: State Certification or Registration #: (f G G I $ 2. '71 / Z Certificate of Competency #: _ DESIGNER: Architect/Engineer: Phone#: Address: City:E•' I�ros, State Value of Work for this Permit: $ S_ yTi ° Sqularej rt jf',Footage"6f Work: Type of Work: ❑ Additiion�// ❑ Alteration -/ ❑ New '❑'Repair/R jplace Description of Work: a'71✓`� c �QAioyd 7�roz/- r Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $_ Structural Reviews $ (Revised02/24/2014) Permit Fee $ Radon Fee $ Training/Education Fee $ Zip: ❑ Demolition CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE$ YtO •W A— ' Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature (;/ OWNER o AGENT The foregoing instrumK'l p s acknowledged before this day of 20 1 1 by A- Lok who is personally known to me or who has produced VIVqf, I ICE Y1S'c as identificati and wh did take an oat`; ::(•p�� z/ NO ARY P BL Cian• A �.� i ���..ra : Print: \ Ilen Seal: Signature CONTRACTOR The foregoing instrument was acknowledged before me this 2 2—day of ry- c1 120 �, by Amu- � f- m — 'W,,y UN3 \3 , who ' persona n to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign:_ Print: Seal: ******************************** **** ********************************************** APPROVED BY Plans Examiner Structural Review Zoning Clerk (Revised02/24/2014) `%EC : /Eu MAY 21 2U Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHANGE OF CONTRACTOR / ARCHITECT Permit N.RU"i 2—,� Owner's Name (Fee Simple Title Owner's Address: City: rV I i a,wl ► SIB, r Job Address (Of where work is being City: Miami Shores Contractor's Company Name: Address: 45 / I OOVA City: t>A ti je- Qualifier's Name: 1vq Architect/ Engineer of Record Name: Address: City: Describe Work: I IA A� U SC4 k Lo 1-1 e� Phone #: State : v �_ Zip Code: 1 3 tLx S State: —Florida Zip Code: I b 4)57, C DM Phone #: 30S- 31 70- `V p675 4-V1r�,�L 333/� State: r. L Zip Code: ,Ae Lic. Number: State: Phone Zip Code: hereby certify that the work has been abandoned and/or the contractor/architect is unable or unwilling to complete the contract. I hold the Building Official and the Miami Shores harmless of al egal involvement. Signature Signature e t Contractor or Architect The foregoing 6nstruAmentj�/) ` was akn ledged be/f�ore tm, The foregoing instrument was aknowledged be ore e this day of '" ayc' 12019,b yS6-k A • Ub hq this W day of �, 20 , by_ � Who is erson II known to me or who has produced who is personally known to me or who ohas produced � Y � � Y � C4M S -R- as indentification. IPi./ as indentification. Nota Public: ` Notary P lic: Sign: kAAA fl Sign: Seal: Seal: YANADY PRIETO ! #UIN16 r�tatl of Florida MY COMMISSION # (F 214031— Make a= e EXPIRES: March 25, 2016 80 22"" n onded Thru WitNotary Fubbc Underwriter Local Business Tax Receipt Miami -Dade County, State of Florida —THIS IS NOT A BILL — DO NOT PAY 7184282 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES ABL CONTRACTOR CORP RENEWAL SEPTEMBER 30, 2019 1840 NW 16TH ST 7465013 MIAMI, FL 33125 Must be displayed at place of business Pursuant to County Code Chapter 8A — Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS PAYMENT RECEIVED ABL CONTRACTOR CORP 196 GENERAL BUILDING BY TAX COLLECTOR C/O ALFONSO, ABEL CONTRACTOR 45.00 07/12/2018 Worker(s) 1 CGC1523112 CREDITCARD-18-053410 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit, or a certification of the holder's qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. �.�v,,,�*� The RECEIPT NO. above must be displayed on all commercial vehicles— Miami —Dade Code Sec Ba-276. MIA For more information, visit www.miamidade.oavAoxcollector PLEASE CUT OUT CARD BELOW AND RETAIN FOR FUTURE REFERENCE --------9ox ---------------------------1 STATE OF FI DEPARTMENT OF CIAL SERVICES SNCOMPENSATION�-., DIVISION OF WORKE � _ �j IMPORTANT I CONSTRUCTION INDUSTRY EXEMPTION ( i ��+ F Pursuant to Chapter 440.05(14), F.S., an officer of a corporation I CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA 's,y 0 O who elects exemption from this chapter by filing a certificate of I WORKERS' COMPENSATION LAW '*n .,. cF`' L election under this section may not recover benefits or compensation under this chapter. EFFECTIVE DATE: ail 8/2017 EXPIRATION DATE: 8118/2019 D Pursuant to Chapter 440.05(12), F.S., Certificates of election to PERSONALFONSO ABEL be exempt.. apply only within the scope of the business or trade listed on the notice of election to be exempt. FEIN: A73369563 H BUSINESS NAME AND ADDRESS. E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be ABL CONTRACTOR CORP R subject to revocation if, at any time after the filing of the notice E or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this 1840 NW 16 ST section for issuance of a certificate. The department shall revoke FL a certificate at any time for failure of the person named on the MIAMI 33125 certificate to meet the requirements of this section. SCOPE OF BUSINESS OR TRADE: I Ieacmca�-ni.+y wT� Lmnsea Gmerd Gmnacu. I9uk�r5s ara Diners — — — — — — — — — — — — — — — — _ — — — — — — — — — — I — — — — — — — — — — — — — — — — — — — — — DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS? (850)413-1609 ABL Contractor Corp. Date: bG 7 i/— % Stare of FI0AI & a County of McA, u' &*P& Before me this day personally appeared A& A(Fox--,S o who, being duly sworn, deposes and says: That he or she will be the only person working on the project located at: fY3 NF °I 1/ S 7` Sworn to (or affirmed) and subscribed before me this ZG day of SyNF ) 20 I i , by A6.P/ A Personally known 1'1� OR Produced Identification Type of Identification Produced t YINET CAMPBEL ublic - Sta o FI da i 0 rinl3o1Fgt f Notary 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 - I. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: — - Owner t= State of Florida County of Miami -Dade The foregoing w knowledge before me this 2 Z day of ✓ C� Ali, , 20 . By �� © 1-1 who is personally known to me or has produced L Up2 P1 � identification. Notary: ' Nata Publit CAMPBELL SEAL: ` osRd�� C�mi:s!ic State o/ Florida eondM thrq�m Expires OK 20, 2022 lh NA AI Net— .--