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REV-19-1383
C�y7�y—_ _ � .'y� "� �1. ,1- "• t , a .�:. t:� �i�1� _ f•?� �'.(j ir .74 r ��� ,, t � r ,�,- ^3'7 •� ^t �y ,,, , r R H,_ ,! pr" Z+-!-,Jv�.�Typ-,-••►+ r d., ' y� �• �, 3i�^' j, `+• r •• - !wT'y �'.:.�}y►";��pw��s'.•. f � t lL.rj-w V�**�rI'i,�'- .lamY''�{���-�f �."�j �,•-4• �''�� �_�„�!�'^'=►�i[' �F .r� :,7 .' �.� Certificate of Completion Miami Shores Village J6t 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 ' Tel: 305-795-2204 Fax: 305-756-8972 _ ^�'r tl ,L Building Inspection Department (� •ems `�� � ,1•;'�Lt;�t Description: GARAGE CONVERSION NEW KITCHEN NEW WINDOWS NEW DOORS Permit Type Building (Residential) Bldg. Permit No. RC-7-18-1842 Owner VICTOR MAYORGA Contractor HOME OWNER ' I Subdivision/Project Date Issued 05/20/2020 Construction Type V-B Occupancy Single Family Type Square Footage 240.00 Flood Zone X z µ Location If the building is located in a special flood hazard area documentation of the as -built lowest floor 940 NE 99 ST elevation or lowest horizontal structural member has been provided and is retained in the records of Miami Shores , FL 33138 Miami Shores Village. + . �tti This certificate issued pursuant to the requirements of the Florida Building Code certifying that at the ?r - + ORES time of issuance this structure was in compliance with t various ordinances of the jurisdiction ,,,>.�.�: mil► ^<< regulating building construction or use. `.. - � ttw.{, `'`��� Building Officials Approval Ismael Naranjo, CBO 1+ ti r7l FNTES IN S FE0RR) Not Transferable POST IN A CONSPICUOUS PLACE '�.,Yr •�,'Y`i�' .'"f' .'j"�;. �`"��x .r ,�i,��!.."�'},�,�,yt _ + A' N'1 a. } .-�� �i'M ..h't"1iy~ J.i,•^hy�r�"',�`^s_ !': ,y "C �'': iy ?+�� •�' • •*•rr ` �'7': "� �' + .;.-w•,s,,� 'r .r * *"'i•,fi'•tr— �i +'1-tea.. crt.,=- '+4— , t' .+%TS N;4jn _ ? l: ,; R4' ?+•• •2 is z iF`�t • j w )..yS ' ({'(ti1 • ,�. ,�1 ♦Or. C..lri. ',� ' '.v .� �'�..,.. •1 . y� � + ��'�jt � J y�:,+t �j � h4�••� +h �� �y��' S f �}f . R •+�Y�" t.. rt �j;}'V � �� �—)`•I:il .2�i 1 `:�' � �J. 6: t :i��J f����i`� 1� .�.�� �.fex��.�.�� .tt�i � 1Yr.�lS��i.�`-i ��+IifP ,, !•t �i�1A�"y�+�J`,.. r'. a:-y /._ jar I����..g�j•���'•�.%�tY�xK �Xy�y£''/�1.,Y-•.^G=�r.� �_�!1��•Y=_�`-�`t�.�-.-r^�tr ... 1_••�����-.�''��. � y .:�.� " 'T '1'" i"i Miami Shores Village I Building Department I - 10050 NE 2 Ave ' Miami Shores FL 33138 Issue Date: 12/28/2018 Pe+m#No. RC-7-18-1842 Type: Building (Residential) Workctass: Garage Enclosure Expires: 06/26/2019 INSPECTION REQUESTS (305)762.4949 or log on at Mips -'//Wdg.msv8.gov1energov_orod;selfserv!ce Requests must be received by 3:30pm POST ON SITE WORK IS A4OWE0- MONDAY THROUGH FRIDAY, 8-OOAM - 7:OOPM NO WORK IS MAM E OPM, 1132060 J 43380 NO WOP.K IS ALLOWED ON SUNOAV OR HOLIDAYS 1 BUILDING AND POOFING ,NSPECTiONS ARE DONE MOND"TPROUGH FRIDAY NO INSPECTION WILL EE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED PLANS ARE PEADILY AVAILABLE IT IS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTIO.N7 PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CI^r SHALL BE LLAE:.E FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OFANY MATERIAL REOLIRED TO ALLOW INSPECTION Owner's Name: VICTOR MAYORGA dwner'r Phnna- Job Address: 940 NE 99 ST Miami Shores , FL 33138 Contractor(s) l rtFj'tone 10 CONSTRUCTION INC L �f�847% 4� tE u Description: GARAGE CONVER�ic* '1IEW 5 EN Total Square Feet: 240 rotas Job Valuation: $ 50,072 00 Address J40 VIA,Q�ESTE 802, DELRAY BEACH, FL 33445 INDOJV& NEW DOORS �J WARNING '1'O OWNER: YOUR FAILURE TO RECORD A NOTICE O COMMENCEMENT MAY RESULT IN YOU.14 PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. :'age i of T INSPECTION RECORD STRUCTURAL INSPECTION DATE INSP Foundation Stemwall Slab Columns (1st lift) UA& Columns (2nd Lift) Tie Beam Truss/Rafters Roof Sheathing + Bucks Interior Framing sulation 018 cling Grid Drywall Firewall Wire Lath Pool Steel Pool Deck Final Pool Final Fence Screen Enclosure Driveway Driveway Base Tin Cap Roof in Progress Mop in Progress Final Roof Shutters Attachment Final Shutters Rails and Guardrails ADA compliance ONL- DOCUMENTS Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey+ Final Survey Truss Certification STRUCTURAL COMMENTS WINDOWS DOORS INSPECTION DATE I INSP Attachment INSPECTION WORKSPUBLIC DATE INSP Excavation INSPECTION DATE INSP Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough PA Z S l Ceiling Rough Rough Zp Telephone Rough Telephone Final TV Rough TV Final Cable Rough Cable Final Intercom Rough Intercom Final Alarm Rough Alarm Final Fire Alarm Rough Fire Alarm Final Service Work With vzb ELECTRICAL COMMENTS INSPECTION JDATE JINSP Final Sprinkler �FInal Alarm PLUMBING INSPECTION SP IN Rough kDATE Water Service 2"dRough Top Out Fire Sprinklers Septic Tank Sewer Hook-up Roof Drains Gas LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final PLUMBING COMMENTS ✓ a sfov'...�.. _ MECHANICAL INSPECTION DATE fNSP Underground Pipe Rough Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum '1 A' MECHANICAL COMMENTS 1 l " LEGAL DESCRIPTION LOT 6 AND 7, BLOCK 80, MIAMI SHORES SECTION THREE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 37, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. LU ZJ Q < LU p < Z) LU a Uj > = p U) H Z } o w U)��.1 z U) D Q z 2 o oC w d C) U > w I.-C 0 p 1- a L a m s NE 99 STREET _ - 70' RIGHT OF WAY (IMPROVED) - - - — FOUND 112' •� l50•W)` IRONPIPE N ° a ' " cy I �, o CONCRETE Z, c y DRIVE A .• rn LOT 8 BLOCK 80 0 N OD w 10.7 o IV W N MUM,& V W FOUND 112" IRONPIPE 0. ��1 o IN COVERED i m i> 19.6' ,_, �_� M BRICK PLANTER BUILDING IC AIC #940 47.0' I STEPS] 9 • p, 106.52"P) ,� o FOUND 1/2' BLOCK IRON PIPE CORNER V O 0 0 w o LOT 5 BLOCK 80 lip'• NE N£ "th St G HE 931h St J NOT TO SCALE Q Ln Flood Zone: X Community Number:120652 Panel:12086C0306 Suffix: L Base Flood Elevation: NGVD29 FIRM Date: 9/11/2009 FIRM Effect./Rev Date: 9/11/2009 LEGEND AAg/C AAIRCCKOLN�DIITIONEE�R EE C.BS. CONCFRETE BLOCK STTRUCTURE EL. ELEVATION F.F. FINISHED FLOOR I.D. IDENTIFICATION L LENGTH 2.5 --1 PG. PAGE P.B. PLAT BOOK PK PARKER KYLON NAIL R RADIUS TAN TANGENT 0 B.M. TEMPORARY BENCH MARK CENTERLINE OFOUND 1/2' RECEIVED NUMBER ON PIPE 0 DELTA OR CENTRAL ANGLE OCONCRETE 3.8, 2.5' Nky 11 ZUG SURVEYORS CERTIFICATE: SY. I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY PREPARED UNDER MY DIRECTION. NOT VALID NOTES: ORIGINAL FIELD WORK COMPLETED BY ' WITHOUT A RAISED EMBOSSED SEAL AND SIGNATURE. 1. LEGAL DESCRIPTION PROVIDE BY CLIENT. TARGET SURVEYING, LLC., 2. NO SEARCH OF THE PUBLIC RECORD FOR THE PURPOSE OF ABSTRACTING TITLE WAS PERFORMED BY THIS OFFICE. ON 01-12-2018, (SIGNED) 3. NO SUBSURFACE IMPROVEMENTS WERE LOCATED AS PART OF THIS SURVEY. SURVEY # 313123 KENNETH J. OSBORNE 4. ALL ANGLES AND DISTANCES SHOWN HEREON ARE BOTH RECORD AND MEASURED UNLESS OTHERWISE NOTED. PROFESSIONAL SURVEYOR AND MAPPER #6415 LIMIT OF TRELLIS LOT 7 BLOCK 80 100.00, 19.09'ALLEY A BLOCK 80 W .r G19072 y 28.2020 1 A 1'=20 ago" xm�m x� U o E 0 0 z F..� L. CA 3 w � vl> z 0. Y r m • BUILDING PERMIT APPLICATION J 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 i V-k y.J 2019 FBC 20 Master Permit No. Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLIC WORK( CHANGE OF � CANCELLATION ❑SHOP CONTRACTOR DRAWINGS JOB ADDRESS: ( L� D /,.N V— t l -t-f- 5rtre&J \ City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: l I 2 a (, f)I ` -3 3 � � Is the Building Historically Designated: Yes NO Occupancy Type: $T iII f Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Q� "'���'"� ASre, g V *&k T-'Phone)4- (Z3 Address: 'q `&1�tfP4---f City: �--�-ri* 5r" State: FL- Zip: Tenant/Lessee Name: Phone#: Email: G�A�-—+a.a--j, CONTRACTOR: Company Name: w oa Y Phone#: Address: City: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer. t`A-4o Phone#: is 2 — BIB D IQ Address: �'� Z (D A '�D--�-City:` ' ': r .% � State: FL Zip: 33�f .� f Value of Work for this Permit: $_VJO 1) -7 2 • Square%Linear Fbotage pf Work.: 94 0 Type of Work: ❑ hddition ❑ Alteration ❑ New=i- ❑ Repair/Replace,; ElDemolition Description fWork: 61(0 G Vg(Sl '(� t k0m, :Aqw � I~ ' WS nQc(DoY ' i f : ,err• t.: ;� t;►sU •. Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ ' O' (Revised02/24/2014) -L r. i Bonding Company's Name (if applicable) Bonding Company's Address City r r State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... r OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrume t was acknowledged before me this N (It" da{�yc 1N X 20 �� by IQU l '• 1, who is ersonally known to me or who ha uced '� ✓ 1 as identif' ati nd who id take `NO//�i 25. 'NOT Y PU L C: = �•yC1I.�J� ,L •� 'fit Z .• i V = * � nip Sign: ' w Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of me or who has produced 20, by who is personally known to identification and who did take an oath. NOTARY PUBLIC: Print: Print: Seal: ///i..� 1�Seal: as APPROVED BY �� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Y \ • 1 I 5p•� k-(�'7r 33i L. =- im1 'VW IJ. 4 _O i' :•ry y, 1. a.} 01C `\ 1 Syr � r .l C+ 11� - Ir ♦ •i1T �--T-•i �•� Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: (2-*1 L-e� i4ct'k DATE: (vll �F- Z Dt i ADDRESS: Z (9 A l: - 11-f'4 S"E"r"-t , r �t 4-+��-: ez>A-+-c2 %, -FL- t 3S Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. if you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and. have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial/10 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial d 0 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4:-02— 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initial 5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the constructions, 0 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial (1__(2_ B. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 0-OL 9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 42 r 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http:Hwww.mvfloridalicense.com/dbpr/pro/cilb/index.html Initial 11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: ci n jR-S� l�L 33 l3�a Initial 12. i agree to notify Miami Shores village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. �-C�-- Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of ��— , 20_ By� ��« � ''� �'�"Who was personally known to me or who has Produced there License or -C-4, identificati OWNER NOTARY A N^N E M . _G A, N N O N P.O. Box 3353, West Palm Beach, FL 33402-3353 CONSTITUTIONAL TAX COLLECTOR �.pbctax.com Tel: (561) 355-2264 :. Senin Pahn Beach County 1 Serving you. TYPE OF BUSINESS OWNER CERTIFICATION # 2370051 GENERAL CONTRACTOR MENDOZA CLAUDIA i This document is valid only when receipted by the Tax Collector's Office. I Q CONSTRUCTION INC I Q CONSTRUCTION INC 140 VIA D ESTE APT 802 DELRAY BEACH, FL 33445 CGC1505446 **LOCATED AT** 140 VIA D ESTE Apt 802 DELRAY BEACH, FL 33445 RECEIPT #/DATE PAID AMT PAID BILL # B18.551953 - 09/27/18 $27.50 B40134563 STATE OF FLORIDA PALM BEACH COUNTY 62 999 2018/2019 LOCAL BUSINESS TAX RECEIPT LBTR Number: 201002897 EXPIRES: SEPTEMBER 30, 2019 This receipt grants the privilege of engaging in or managing any business profession or occupation within its jurisdiction and MUST be conspicuously displayed at the place of business and in such a manner as to be open to the view of the public. Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address I Issue Dates 12/28/2018 Parcel Number 940 NE 99 ST, Miami Shores, FL 33138 1132060143380 Contacts Permit NO.: RC-7-18-1842 Permit Type: Building (Residential) Work Classification: Garage Enclosure Permit Status: Approved Expiration: 06/26/2019 VICTOR MAYORGA Owner VICTOR MAYORGA Applicant 940 NE 99 ST, MIAMI SHORES, FL 33138 940 NE 99 ST, MIAMI SHORES, FL 33138 I Q CONSTRUCTION INC Contractor CLAUDIA MENDOZA 140 VIA 0 ESTE 802, DELRAY BEACH, FL 33445 Business: 5618470694 Description: GARAGE CONVERSION NEW KITCHEN NEW Valuation: $ 50,072.00 Inspection Requests: WINDOWS NEW DOORS11 TotalSq Feet: 240.00 305-762-4949 Fees Amount CCF $30.60 Cert. of Compl. for Single Fam and Duplx $50.00 (Manual) DBPR Fee $22.53 DCA Fee $15.02 Education Surcharge $10.20 Notary Fee $5.00 P&Z Review Fee $35.00 Permit Fee $1,502.16 Scanning Fee $24.00 Structural Review ($90) $90.00 Structural Review ($90) $90.00 Structural Review ($90) $90.00 Technology Fee $40.80 Total $2,005.31 Payments Date Paid Amt Paid Total Fees $2,005.31 Check # 103 07/09/2018 $200.00 Credit Card 12/28/2018 $1,625.31 Amount Due: $180.00 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 A AVIT: I cerltoehat all the foregoing information is accurate and that all work will be done in compliance with all applicable laws reg u lati ngxlbnstructioapn ning. uthermore, I authorize the above named contractor to do the work stated. • Signature: Owner / Applicant / Contractor / Agent Date December 28, 2018 Page 2 of 2 PERMIT APPLICATION Miami Shores Village Building Department RECEIVED 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 JUL 0 9 1018 Tel: (305) 795-2204 Fax: (305) 756-8972 /'y INSPECTION LINE PHONE NUMBER: (305) 762-4949 C� FBC 201-4 1 �- Master Permit No. nc C r t 6 q ` - Sub Permit No BUILDING ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL PLUMBING MECHANICAL ❑PUBLIC WORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Shores County: Miami Dade Zip: pMiami f' Folio/Parcel#: l - �?� - �1 ` l� I - -?PAQ Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction, Type: Flood Zone: BFE:�Q OWNER: Name (Fee Simple Titleholder): j \cW ( \' v k /(FFFE:: 7 Phone#: / of ` 9 / Address: I V�S �/�/� City: _� Y I n� , State: rL Zi p: 3 3 13 Tenant/Lessee Name: Phone#: 1 Email: Q.R .2A CO <Aff) cam' chi CONTRACTOR: Company Name: S I Phone#:15jrl Address: I4 J V Gi ( C72-) City: \- Qualifier Name: State Certification or Registration #:C' Zip: hone#: at ( rtificate of Competency #: DESIGNER: rchitec Engineer: `Q/'� Phone#561 2 90� Address: zyh (71 2O� City States Zip: a3S�21 Value of Work for this Permit: $ T '— 50 F11Z Squalre/Linear Footage of Work: (� S Type of Work: ❑ Ado+tmn Alteration ❑ New ❑ Rerair/Replace ^❑ Demilition ;a Specify color of color thru tile: Submittal Fee $ 2- CA3 , Permit Fee $ 5� - 16 CCF $ 3 O,CO/CC,S. Scanning Fee $ Zvi Radon Fee $ I G Z DBPR $ 2Z • 3 Notary $ 5 C� Technology Fee $ O Training/Education Fee $ (0 • ---70 Double Fee $ f� Structural Reviews $'�:7) O - �! a - CA ' '� Bond $ CX) TOTAL FEE NOW DUE $ 1 (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State ME 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 ' n la brochu will be Lhpo ed to t rson whose property is subject to attachment. Also, a certified copy of the recorded notic of commence e t must bas he job site for the first inspection which occurs seven (7) days after the building permit is i su dr In the nce of sed notice, the inspection will not be approved and a reinspectio},fee will be charged. I A Signature_ // _ Signature OWNER or AGENT The foregoing instrument was acknowledged before me this day of Julq , 20 IS by VI*Ur Uk.1012A tom- who is ersonally know to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Irir�n �,,, �; ""' 'a,4 STEPHANIE POMARES Seal: I Notary Public - State'o1 Florida • Commission M FF 997687- '. a f`�- ► Alp Comm. Expires Sep?8; 202( ..41.10 • Bonded Ihrou h National **** APPROVED BY The foregoing i trument was acknowledged before Me this �I day o 20 by �vIU 1 V ho ispersonallyknown to me or who has produced ( ILQrnas identification and who did take an oath. NOTARY PUBLIC: Print: i Seal: MY COMMISSION # GG 044602 EXPIRES: November ZZU2u Bonded Thru Notary Public Underwriters ********************************************************************** Plans Examiner (st Zoning Structural Review (Revised02/24/2014) Clerk 7/9/2018 Property Search Application - Miami -Dade County 0 F F I C E 0 F T H 1, EA P R U' P E R T Y A NP k: P AIl1'x: h. . Summary Report Property Information Folio: 11-3206-014-3380 Property Address: 940 NE 99 ST Miami Shores, FL 33138-2567 Owner VICTOR A MAYORGA CLAUDIA M COLOM ABREU Mailing Address 940 NE 99 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1100 SG FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 1,923 Sq.Ft Living Area 1,558 Sq.Ft Adjusted Area 1,721 Sq.Ft Lot Size 10,300 Sq.Ft Year Built 1941 Assessment Information Year 2018 2017 2016 Land Value $309,063 $309,063 $268,145 Building Value $119,782 $119,782 $119,782 XF Value $1,730 $1,743 $1,755 Market Value $430,575 $430,588 $389,682 Assessed Value 1 $267,214 $261,718 $256,335 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $163,361 $168,870 $133,347 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead i Exemption 1 $25,0001 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 3 LOTS 6 & 7 BLK 80 PB 10-37 LOT SIZE 100.000 X 103 CO 22300-3176 05 2004 1 Generated On : 7/9/2018 Taxable Value Information i 20181 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $217,214 $211,718 $206,335 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $242,214 $236'718 $231,335 City Exemption Value $50,000 $50,000 $50,030 Taxable Value $217,214 $211,718 $206,335 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $217,214 $211,718 $206,335 Sales Information Previous OR Sale Price Book- Qualification Description Page 01/30/2018 $520,000 30873- Qual by exam of deed 1741 05/01/2004 $355,000 22300- Sales which are qualified 3176 08/01/2001 $0 19902- Sales which are disqualified as a result of 4037 examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most.current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version TRAVIS HENOALL Pianrnng & Zoning Director *000A �-6 r4W4 10050 N.E. SECONO AVENUE MIAMI SHORES, FLORIDA 33138-2382 TELEPHONE: (3051795-2207 FAX (3051 756-8972 DEVELOPMENT ORDER File Number: PZ-5-24-18-40 Property Address: 940 NE 99`h Street Miami Shores FL 33138 ownerlApplicant: Victor Mayorga Address 940 NE 99th Street Miami Shores FL 33138 Whereas, the applicant Victor Mayorga (Owner), has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Pursuant to Articles IV, V and VI of Appendix A Zoning, Sec. 400 Schedule of Regulations and Sec. 600. Site plan review and approval required. Garage conversion. Whereas, a public hearing was held on May 24, 2018 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land. Development Code of Miami Shores Village. 2. The conditions on anproperty � dtthe representations requirements nts of the Land merit consideration Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: 1) Approval is granted as shown on the plans submitted and made a part of this approval. ,/2) Applicant to maintain two (2) legal parking spaces on site. 3) Applicant to apply for and obtain all required building permits from the Building Department before beginning work. Page 1 of 2 DO-PZ-5-24-18-40_Mayorga_Gconver VISIT US I Luww.miamishoresvillagexom /-N 4) Applicant to apply for and obtain all necessary permits and approvals from outside agencies. 5) Applicant to obtain all required permits and approvals from the Miami -Dade Department of Regulatory and Economic Resources, Environmental Plan Review Division (DRER, EPRD) and the Miami -Dade Department of Health (DOH/HRS) as required. 6) Applicant to meet all applicable code provisions at the time of permitting. 7) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of the development order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one (1) year. Additionally, the applicant must, satisfy all applicable Miami Shores Village Codes, Miami -Dade County Codes, the applicable building and life safety codes required for development, and provide a copy of the development order to the Building Dept. The application with conditions was passed and adopted this 24" day of May, 2018 by the Planning and Zoning Board as follows: Motion to approve subject to Staffs recommendations to include a 5' setback and for the Architech to change the sizes of the windows to match the master bedroom by Ms. Hegedus, seconded by Mr. Snow and the vote was unanimous in favor of the Motion. Mr. Snow Yes Mr. Bergman Yes Mr. Hegedus Yes Mr. Brady Yes Chairman Busta Yes Date John Busta Chair, Planning Board Page 2 of 2 DO-PZ-5-24-1840_Mayorga_Geonver i.q. constructions, Inc certified general contractor 1505446 140 Via D Este (802) Delray Beach FL 33445 561 8470694 iaconstructions@comcast.net PROPOSAL To Claudia Colom & Victor Mayorga Owners From Claudia Mendoza Date June 26, 2018 Ref Proposal 2018-0529 Renovation 940 NE 99 Street Miami Shores, FL 33138 Construction TOTAL 1 New laundry area 2,520.00 Remove existing door Close backwall Finishes 2 Protection 2,040.00 Temporary artition Temporary flooring 3 Demolition 7,420.00 Remove existing door as plans Remove existing wall as per plan Demolish entire bathroom as per plans Demolish closet as per plans Remove all windows Remove selected doors as per plans Remove existing the flooring Remove exisiting cabinet and counter top at kitchen Remove existing ceiling at living area. Remove existing exterior bird cage. Remove existing fireplace encasing Remove existing baseboard around the house. Demo bath 4 Masonry 3,840.00 Selected areas with new masonry as per plans 5 Structure 5,520.00 Wood 'oist to raise floor at garage area Repair damage in subfloor in kitchen area 6 Stairs exterior 5,160.00 Form and steel exterior stairs to backyard Concrete stairs to backyard 7 Partition 7,012.00 Framina and gypsum board Finishes Insulation 8 Electric Electric service as per plan Allowance 10,200.00 Relocate panel, new covers for existing outlets, new outlets. 9 Mechanical Mechanical ducts and grids as per plan Allowance 4,560.00 New ducts and grids as per plans. i.q. constructions, Inc certified general contractor 1505446 140 Via D Este (802) Delray Beach FL 33445 561 8470694 iaconstructions@comcast.net 10 Guest bathroom Framing and gypsum board 1JgQJQE Subtotal 50 2.00 TOTAL 50 6770-0 Allowance 1 Master Bathroom W.C. Flooring the 5.00 s.f. material 1,440.00 Shower area Wall the 708.00 Tub area Wall the 384.00 Installation wall and flooring the 4,440.00 Shower Glass door 2,640.00 Vanity Woodharbor 3,600.00 Counter for vanity 2,760.00 2 Kitchen Cabinet Woodharbor 20 400.00 Counter top $ 5,040.00 3 Guest bathroom Flooring the 5.00 s.f. material 300.00 Wall the 960.00 Tub area 960.00 Installation wall and flooring the 3,600.00 Vanity Woodharbor 1800.00 Counter for vanity 2,400.00 4 Trellis Repair Re air existing trellis S 1,920.00 5 Baseboard total house 5" Baseboard total house 5" Subtotal q432 5TOTAL 5 Notes Plumbing Owner /plumbing contractor will provide all the installation, fixtures and inspections Structural Asper plans,after demolition we will contact the engineer to proceed with it. Flooring We still looking for wood to match the existing Allowance All the activities, under this category are subject to be executed by the owner if it is their decision. Owner / contractor will provide all the installation and inspections. Painting Owner / contractor will provide. Fixtures are standard, but can be updated as per owner request Permit 1 he permit process is included permit tee by owner i.q. constructions, Inc certified general contractor 1505446 140 Via D Este (802) Delray Beach FL 33445 561 8470694 igconstructions@comcast.net Included Dumpster, protection, signage, Portable bathroom Labor, material and equipment Payment Structure Upon Permits Approval 20% Deposit Remaining balance will be subject to Inspection Approvals & final Cerftificate Of Occupancy Claudia Mendoza IQ Constructions Inc. .'4/ Owner By: V "3W— A 044YOAJC-� Vn-li0aw :: 19 - SPECIFICATIONS Overall Dimensions 64" L x 31-1/2" W front 2 Water Capacity without overflow 93 Gallons with overflow 75 Gallons I PP Water Depth Oc 18" H to top of tub to overflow 14-1/2" H Tub Weight Uncrated 345 lbs 1" wide Tub Rim Tub Footprint N/A Faucet Configurations No Drillings All measurements are approximate. Measurements may vary +/-1 ". 22-1 15.3 1" rim width 64" Winifred Resin Freestanding Double -Ended - Slipper Tub -- -1/2" i-3/8" FS� SIGNATURE HARDWARE customer service: 1.866.855.2284 s i g n atu reh a rdwa re. co m 11/13/2018 ATC Hazards by Location A This is a beta release of the new ATC Hazards by Location website. Please contact us with feedback. OW Hazards by Location Search Information Address: 940 NE 99th St, Miami Shores, FL 33138, USA �;' Coordinates: 25.8663186.-80.1782867 �.�c�t/a /G Timestamp: 2018-11-13T15:30:03.569Z �. Hazard Type: Wind Map Results t;IUD,I enms t:enter,T-- — ik --•-rc -- - r am- ----� St - - - - " - - - NE 100th - - - - it i NE tOOih St _ Y - - Shores lift ; ��V - • COmplex / NE gr. sl NE 99th St ♦ �,® NE 991h'St Y m --- _ toffs .ion a m z P NE y8th S. - _ NE -)LEI. E. - ient NE 98th St _m S - Go• gle D - t - MaprReportamap error MRI 10 Year 90 mph MRI 25 Year 113 mph MRI50-Year 129 mph MRI 100-Year A 139 mph You are in a wind-borne debris region if you are also within 1 mile of the coastal mean high water line Risk Category I A 157 mph You are in a wind-borne debris region. Risk Category II A 169 mph You are in a wind-borne debris region Risk Category III A 181 mph If the structure under consideration is a healthcare Facility, you are in a wind-borne debris region if other occupancy, use the Risk Category 11 basic wind speed contours to determine if you are in a wind-borne debris region. Risk Category IV A 189 mph You are in a wind-borne debris region. ASCE 7-10 MRI 10-Year 90 mph MR125-Year 113 mph MRI 50-Year 129 mph httpsJlhazards.atcouncil.org/#/wind?address=940%20NE%2099th%2OSta/o2Ca/a2OMiami%2OShores%2C%20FL%2033138%2C%20USA&Iat=25.866... 1 /2 11/13/2018 ATC Hazards by Location AiR1100-Year A 139 mph You are in a wind-borne debris region if you are a,so withli, i mile of the coastal mean high water line Risk Category I A 157 mph You are in a wind-borne debris region r isk Category II A 169 mp ou are in a wind-borne debris region. Risk Category 1114V A 181 mph If the structure under consideration is a healthcare facility, you are in a wind-borne debris region If other occupancy, use the Risk Category II basic wind speed contours to determine if you are in a wind-borne debris region. ASCE 7-05 ASCE 7-05 Wind Speed You are in a wind-borne debris region A 145 mph_ The results Indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption prnrecc. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding witn design Disclaimer Hazard loads are interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer. Per ASCE 7, Wands rnd coastal ar'eai outside Vie last contour should use the last wind speed contour of the coastal area — in some cases, this webslte will extrapolate past the 4st wino speed contour and therrforb, provide a wind speed that Is slightly higher. NOTE: For queries near wind-borne debris region boundaries, the resulting determination is se,rsitiva-tu rounding which may affect whether or not it is considered to be within a wind-borne debris region. While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this Information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by Iatitudefiongitude location in the report. https://hazards.atcouncil.orgl#lwind?address=940%20NE%2099th%20St%2C%20Miami%20Shores%2C%20FL%2033138%2C%20USA&Iat=25.866... 2/2 Project: 940 NE 99 St. MOM Date: 11 /13/2018 r Risk Category Exposure Z Mean Roof Height feet Top of parapet 0 feet (MWFRS DIRECTIONAL PROCEDU MWFRS Walls rec on Normal to width windward leeward sidewalls GCpI + 18.1 1 -21.0r 28.1 1 windward .1 Ch.,s� e1 Dade County 175 mph Risk Category II Broward County 170 mph Risk Category 11 htto:/lwww.atcouncil oro/windsoeed/ Wind Speed Nominal 170 mph area 1 200 sf Bldg width 56 V asd mph area 2 300 sf Bldg IengtF 64 Roof Slope 4,00:12 ASD factor 1 a=5'-V' Roof slope in degree 18.43 ter 27.2 Buildings of All Heiahts r windward 18. .7 Enclosed V Gable / Hip Roof l tA;PI - 1 -36.1 1leeward parapet MWFRS Roof Overhang GCpi + 18.1J GCpi - 31.1 3URVEYYING, LLC wwwwww 6250 NORTH MILITARY TRAIL, SUITE 102, WEST PALM BEACH, FL 33407 - (800) 2291§41' • .. • WWW.TARGETSURVEYING.NET „ ••*90000 wwwwww � LAND SURVEY PREPARED FOR wwww • • • • 940 NE 99 STREET, MIAMI SHORES, FL 33138 : "; •; , -N0001n St= _....-...� NE,99th-St 4:7z �-..- _ l 10 zi NE 98th St tD -.- ,, � rise,§ztn.s� •—=----'� �. ' •' ._ . .. �: � �, :} "�'� . MaD data 620i a Googk REQUESTED BY: ATTORNEYS PREFERRED TITLE 945 E. LAS OLAS BLVD. FORT LAUDERDALE, FL 33301 PH.954-357-1980 •••••• •••••• Invoice • • • •••• •••••• .. • • T& AltTORNEYS•PIWFBRRED TITLE Survey Number: 0313123 : • i • 0 • .: • (7tder Date,:: •JJ$j 8 Oelive.r:Fo Attn: MIL•LINA D&REA : • • Defiver To: • *kMORNEYS PREFERRED TITLE • 9V E. LAS OLAS BLVD. FORT LAUDERDALE, FL 33301 6250 N. Military Trail Suite 102 West Palm Beach, FL 3340 Phone 1: 561-640-4800 Phone 2:1-800-226-4807 Fax 1: 561-640-0576 Fax 2:1-800-741-0576 Invoice Date: 1/9/18 Property Address: 940 NE 99 STREET MIAMI SHORES, FL 33138 Buyers: Sellers: Item Description Amount ELEV Elevation Certificate $0.00 SURV Mortgage Survey $325.00 Invoice Total: $325.00 Amount Invoiced To Date: $325.00 Payments Received To Date: $0.00 Total Amount Due: $325.00 Comment: Print Date: 1/9/18 Page 1 of 1 LEGAL DESCRIPTION AND CERTMCATION Lot 6 ANU 7, Block80, MIAMI SHORES SECTION THREE, according to the Plat thereof, as recorded in Plat Book 10, Page 37, of the Public Records of MIAMI-DADE County, Florida. Community Number: 120652 Panel: 0306 Suffix: L Flood Zone: X Field Work: 1/12/2018 Certified To: ;ATTORNEYS PREFERRED TITLE,-; • • : . ' ; ' Property Address: ` • • • • • 940 NE 99 STREET .'•••• �•��:• �•• •� MIAMI SHORES, FL 33138 "' • • Survey Number. 313123 • ... Ole .. . .. . • • .... . AF_ ANCHOR EASEMENT F.F. EL FINISH FLOOR ELEVATION O.R.B. OFFICIAL RECORDS BOOK AIC B.M. AR CONDITIONER BENCH MARK F.I.P. F.15L FOUND IRON PPE FOUND RON ROD (P� P.B. PLAT PLAT BOOK ®■CATCH BASIN —o—■ MISC. FENCE BR BEARING REFERENCE FPX FOUND PARKS WXON NAIL P C P.C.C. POINT OF CURVATURE POINT OF COMPOUND CURVE CENTERLINE ROAD O ■ PROPERTY CORNER (C) A CALCULATED CENTRAL I DELTA ANGLE LLAE. LENGTH LIMITED ACCESS EASEMENT P.OJL P.O.C. PONT OF BEGINNING PONT OF COMMENCEMENT ®■ COVERED AREA Ou' • UTIJTY BOX CH ((pp) CHORD DEED I DESCRIPTION L.M.E. (M1) LAKE MAINTENANCE EASEMENT MEASURED I FIELD VERPIED P.R.C. POINT OF REVERSE CURVE PONT OF t X ■ EXISTING ELEVATION P. . -UTILITY POLE b.E. EASEMENT M.H. � -0 � � ' HYDRANT � ■ WATER METER Dit DNY DRENCY ILL HOLE DRIVEWAY N R N� aMANHQ� NOT RADIAL (R))P.T RADSEDRONIAL I RAMS © ■ MANHOLE ■ WELL E.O.W. EDGE OFr'"WATER� WWI aw� N.T.S.tNOX�.SG �1� 1w # MLV $RLR T.O.B. ROD TOP OF BANK METAL FENCE ® —..,— ■ WOOD FENCE PAGE 1 OF 2 PACES MOT COMPLETE WITHOUT PAM2) GENERAL NOTES: 1) LEGAL DESCRIPTION PROVIDED BY OTHAS 2) THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS OR OTHER RECORDED ENCUMBRANCES NOT SHOWN ON THE PLAT. 3) UNDERGROUND PORTIONS OF FOOTINGS, FOUNDATIONS OR OTHER IMPROVEMENTS WERE NOT LOCATED. 4) WALL TIES ARE TO THE FACE OF THE WALL AND ARE NOT TO BE USED TO RECONSTRUCT BOUNDARY LINES ONLY VISIBLE ENCROACHMENTS LOCATED. 6 DIMENSIONS SHOWN ARE PLAT AND MEASURED UNLESS OTHERWISE SHOWN. FENCE OWNERSHIP NOT DETERMINED. 6 ELEVATIONS INDICATED HEREON ARE IN FEET AND DECIMALS REFRENCED TO NLG.V.D. IM ,3 IN SOME INSTANCES, GRAPHIC REPRESENTATIONS HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE RELATIONSHIPS BETWEEN PHYSICAL IMPROVEMENTS AND/OR LOT LINES. IN ALL CASES, DIMENSIONS SHALL CONTROL THE LOCATION OF THE IMPROVEMENTS OVER SCALED POSITIONS. TARGET `+ia;Al.� LB #7893 SERVING FLORIDA 6250 N. MILITARY TRAIL, SUITE 102 WEST PALM BEACH, FL 33407 PHONE (561)640-M STATEWIDE PHONE (600) Z5 4W STATEWIDE FACSIMILE (600) 74145M WEBSITE: h6PJftwbwaftM to ► � I BOUNDARYSURVEY NE 99 STREET 70' R/W (IMPROVED) v; • • W • •• LO N-71 • • • ••• s. •• �� ..•T•1.• .�•, .. y i• ... .f.: r. .�. • • •— . FOUND 112" oo 50.00' ( ) (50.00') to FOUND 112' IRON PJPE IRONPIPE • • • CONC. RIBBON110 �? CD 10.5' - COVERED w 11.3' E ILE c. O Y N_ v LOT 8 BLOCK 80 10.5, 27.2' SURVEY NOTES BRICK VMCHETERMON CROSSING THE PROPERTY LINE ON NORTHERLY SIDE OF LOT, THERE ARE FENCES NEAR THE LOT 7 BOUNDARY OF THE PROPERTYAND BLOCK 80 CROSSING THE PROPERTY LINE ON WESTERLY SIDE OF LOT. FOUND 112' N 3, IRON PIPE _ LOT 17 BLOCK 80 0 15.3' 19.6' BUILDING #940 0. 47.0' 100.00, 19.09' ALLEY LOT 18 BLOCK 80 W No. 6415 " � m SURVEYORS CERTIFICATE I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY e IS A TRUE AND CORRECT REPRESENTATION OF A r SURVEY PREPARED UNDER MY DIRECTION. I ^' NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC STATE OF a SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL, N, 0 a F ¢. OR A RAISED EMBOSSED SEAL AND SIGNATURE. ` �p pI V E 1 0 Kenneth Digitally signed by �, Kenneth J. Osborne Osborne Date:2018.01.12 15:02:24-05,00, (SIGNED) -,Z KENNETH J OSBORNE�� PROFESSIONAL SURVEYOR AND MAPPER N8415 a'r 1) 0.1' CD W W W © � A/C LOT 5 BLOCK 80 2.5' -11 LOT 6 BLOCK 80 0.2' FOUND 112" 0.0' Y IRON PIPE 3.8' 2.5' BLOCK 80 I BLOCK 80 TARGET SURVEUNG, U C LB #7893 SERVING FLORIDA 6250 N. MILITARY TRAIL, SUITE 102 WEST PALM BEACH, FL 33407 PHONE (561)640-4800 STATEWIDE PHONE (800) 226-4807 STATEWIDE FACSIMILE (800)741-0576 WEBSITE: http:/Aargetsurveyng.net B.C. MIAP011 DADE MIAN11—D4.DE COUNTY. FLORIDA • ►� PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 StrecL Room 208 BOARD AND CODE ADMINISTRATION DWISION T (786) 315-2590 F (786=.3154 99 NOTICE OF ACCEPTANCE (NOA) wwi0Wumi4dade.¢oVeconomv CGI Windows & Doors, Inc. • • • •.. 10100 NW 25 Street • ...... Miami, F1.33172 4,0000• SCOPE: ....:. This NOA is being issued under the applicable rules and regulations governing 101e' •u;rr of cQ11SIlt%ti.on materials. The documentation submitted has been reviewed and accepted by MiavVvppoe County RER- Product Control Section to be used in Miami -Dade County and other areas where a:lo%kecrby the Authority Having Jurisdiction (AHJ). 0 o o o *: • This NOA shall not be valid after the expiration date stated below. The Miami ado Cour; v. Ploduct Control Section (Tn Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade CouIIl, , 4i;serve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida .Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Sentinel 120" Aluminum Horizontal Sliding Window -- L.14.1. APPROVAL DOCUMEN-T: Drawing No. W10-18, titled "Series Sentinel 120 Alum. Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through I I of 11, dated 03/29/10 with revision "H" dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. I.f any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0929.13 and consists of this page 1 and evidence pages E-1, E--2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. MIAMKWX COUNTY NOA No. 17-0918.09 � :. • •, , ®® ( Expiration Date: September 22, 2020 Approval Date: November 02, 2017 Page 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's • • • .. ; • • • • A_ DRAWINGS ""•• • 1. Manufacturer's die drawings and sections. (Submitted underNOA's No.'s 10-0510.12 and .15-05IZ05) • 2. Drawing No. WIG-I8, titled "Series Sentinel 120 Alum Horiz. Sljd4lo Wdw.0M.V.I./ sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03l2&10 wither evi§ion "G" dated 05/02/16, prepared by Al Farooq Corporation, signed anse d aled by ,'avad Ahmad, P.E. w • •' • • • • • • • • • B. TESTS 00 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 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 20I-94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 6) Forced Entry Test, FBC 2411 3.2.1. TAS 202-94 along with marked -up drawings and installation diagram of a series Sentinel 120 aluminum horizontal sliding window, prepared by Certified Test Laboratories, Test Report No. CTLA-3062W, dated 07/07/15, signed and sealed by Ramesh C. Patel; P.E. 2. Test reports on: 1) Uniform. Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal(& and Super Spacer(& insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA 3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No.15-051.2.05) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series project out window, to qualify DuPont "Butacite' PVB interlayer, Duraseal(& and Super SpacerO insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA 3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No.15-0512.05) X14! Zvi. Piasencia, P. E. Product Control Unit Supervisor NOA No. 17-0918.09 Expiration Bate: September 22, 2020 Approval Date: November 02, 2017 E-1 a CGI Windows & Doors, Inc NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • .... % E. MATERIAL CERTIFICATIONS (CONTMT D) • •... ; • • •:. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemiemleampany for their "Saflex CP - Saflex and Saflex HP Composite Glass Interfayers vvj t4 f T Core" dated 06/19/14, expiring on 12/11/18. • • • • 4. Notice of Acceptance No. 14-0423.17 issued to Eastman CbemioaLCbmp!%0y { ) for their "Saflex Clear and Color Glass Interlayers" dated 06 tW4.* expiring gn 05/21/16. : • • •••••• F. STATEMENTS ' • • 1. Statement letter of conformance, of complying with FBC 5" Edition (2014)•4nd of no financial interest, dated 08/17/15, issued by AI Farooq Corporation, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letters for Test .Report No. CTLA 3062W, dated 07/07,115, issued by Certified Test Laboratories, signed and seated by .Ramesh C. Patel, P. E. 3. Testing Proposal issued by the Product Control Section, dated 04/08/15, signed by Jaime Gascon, P. E., Section Supervisor. 4. Laboratory compliance letters for Test Reports No.'s CTLA 3056 WA, dated 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC, dated 04/16/15, all issued by Certified Test Laboratories, all signed and sealed by Ramesh C. Patel, P. E. (Submitted under previous NOA No. 15-0512.05) 5. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P. E., Section Supervisor. (Submitted under previous NOA _No..15-0512.05) 6. Laboratory compliance letters for Test Report No. HTL-0080-0102-10, issued by Hurricane Test Laboratory, LLC, dated 06/04/ 10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No. 10- 0510.12) G. OTHERS L Notice of Acceptance No. 15-4512.05, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window - L.M.I., approved on 08/20/15 and expiring on 09/22/20. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.1./ S.M.I.)", sheets 1. L1, 2, 2. 1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "H" dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. urge M. Plasencia, P. E. Pr uct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22,2020 E-3 Approval Date: November 02, 2017 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large .Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal9l and Super Spacer& insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 15-0512.05) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test, per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 6) Forced Entry Test, FBC 2411 3.2.1, TAS 202-94 along with marked --up drawings and installation diagram of a series "Sentinel" aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0102-10, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No. 10-0510.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5t6 Edition (2014), prepared by Al Farooq Corporation, dated 09/17/15 revised on 05/11/16 , signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami --Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 00 0 • 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray Amej-tc;t,.rnc. fcT.t1rjr. • g . • "ButaciteS PVB Glass Interlayer" dated 04/25/15, expiring qn 12/11/16.0 ' 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray AmerwaN-hie. for their. ... •: • "SentryGlasg (Clear and White) Glass Interlayers" dated 06/2j 1 S, expM' * ggk do • •: • • . 07/04/18. •••••• •••0. • ...•. • . 00 4 gl e ll- Plaseacia, V E. Produ ControUnit Supervisor NOA No. 1.7-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 20.17 E-2 CGI Windows & Doors, Inc B. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED TESTS • • 1. None. '••••• C. CALCULATIONS 1. None. D. QUALITY ASSURANCE. 1. Miami -Dade Department of Regulatory and Economic Resourcgs (RER) .. , . , ...... E. MATERIAL CERTIFICATIONS • • • I. Notice of Acceptance No. 1.6-1117.01 issued to Kuraray America, Inc. for their "Trosifol@ Ultraclear, Clear and Color PVB Glass Interlayers" dated 01 /19/17, expiring on 07/08/19. 2. Notice of Acceptance .No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Interlayer" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 5t11 Edition (2014) and FBC 6t" .Edition (2017), dated 08/30/17, issued by AI-Farooq Corporation, signed and sealed by Javad. Ahmad, P. E. G. OTHERS 1. This NOA revises NOA # 15-0929.13, expiring on 09/22/20. orge hl. Plasencia, P. JE.- Pr9duct Control Unit Supervisor NOA No..17-0918.09 Expiration Date: September 22, 202o E-4 Approval Date: November 02, 2017 HEAD 6 MAX. L �S.j --��II 5" MAX. I MTG. 5111E II II 11 li II 6 '' I - - - - 1 I FALSE Y JIT)1L ! (SUarACE APP'JED) 3Z 7/e' I 32 7/8• 1 �FODL. ANCHOR REOI -� II. I . Ai CEN ER DF A11 PANES D.L Of'G D.L OPO. FOLTD OR OPCRABLE L_ 36 3/6" ABOVE 30' PANEL WIDTHS .._.__.. ._. AT HEAD/S1L VEtiT WIDM FLANGE ..&�AaYQh�+DAE_ 110• BUCK WIDTH 5 1/2• 13 5/IS" MAX. V MAX MAX. _ HEAD/SLL M. HEAD/SILL I FZ I R LL I- 1 x I i x I' ;I II I ii F \J i1 F n _ ..... __._..IL._.__... I II • • I • .•• • .. : j' it • I { R • i FALSE MUNTMS -, (SURFACE APPLIED).. ! 11! I 33 7/8' I 39.7(� • OPTICNAL F»--- VEW • • • • • • U.L. 0�� • D.L APG. • • • I • 36 3/8, • • • • • •• • SLICK fWrq 5 1/2• MAX. H�._AD/SIU. 5. MAX TYP. i TC. STILE: 17 I' II it t I I' --' -- iry I D1 I I U f I I L-_-..._..__ �.� 1 1 •� { .FL ( 1 /1 FA: SE MUNDNS (SUKFACE A� ED} J � I 11 .�__._.. 32 7/B" _.� •, i ( `._.. 32 7/B• - _ / .._.._. VENT WIDTH ... _. EQUAL UM-U MB 1RIF..S SENTINEL. 120 ALLUMINTIM i�?liUQ_'fTAL_&0N.r= w ..Off DESIGN LOAD RATINGS FOR THESE WINDOWS 70 BE AS PER MOL ANCHOR RE00. Ar CEHlER OF ALL PANELS F11Cf0 OR OPERABI£ ABOVE W PANEL MIOTHS AT HEAD/SILl. CHARTS SHOWN ON SHEETS 2 dL 3. PRODUCT REVISED 0 eomplyin with tM Florld• Building Cod• APPROVAL APPLIES 7D SINGLE. UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORL70 IAL ROL JNG WITH OTHER 1601,1641-DADE COUNTY MOA-No, 17-0918.09 APPROVED WINDOWS USIVC NWJI-DARE CWMY APPROVED MULLIONS ExpiFat[on Di 0912212020 IN BETWgEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL . F- WILL APPLY TO ENTIRE SYSTEM. o •n THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO CUMPLY WITH THE REQUIREMENTS OF THE 2014 (5rH EDITION)/2017 (6TH EDITION) FLORIDA !LAMINATED GLASS BUILDING CODE P:CU:DLYG !FGH VELOCITY HURRICANE ZONE (IRMZ). I INSULATING LAY. GLASS 1BY DR TBY W000 SUCKSk BUCK FASTENERS BY OTHERS, MUST 8f DESIGNW AND INSTALLED AGEOMITELY TO TRANSFER APPLIED PRODUCT LOADS 1 LARGE MISSILE IMPACT TO THE BUILDING STRUCTURE SMALL MISSILE IMPACT ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DEiA;lSAND TO BASE 6WTERIAL SHALL PER SSPECIFIED BE BEYONDW L DRFSSMG OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ... ".• `VM4tL 1 1 r AAA �. ALL SHIMS TO DE HIGH IMPACT. VON-ML'TALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/MF.TA. SCREWS, THAT COME INTO CONTACT WITH CTVER OISS:MLW, MATERIALS 9L1:.1. MEET TFE .7 REQUIREMENTS OF THE 2D14/2017 FLORIDA BLDG. COCE h ADOPTED SIANDAPDS. THIS PRODUCT APPROVAL LS GMMIC AND DOES NOT PROVE INFORMANON : FDR A SITE SPECIFIC PROJECT. La. LIFE SAPEIY OF THIS PRODUCT. ADEQUACY OF STRUCTURE RECEIVING THIS PROD= AND SEALING AROUND OPENING FOR , OF s RBA, WATER INFLM-104 RCSIS'ANCE ETC. COND-ONS NOT SHCYAN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, �iriSl(��lldL �i�M�M ANO TO DE REVIEWED BY 81ALDNG OFFICIAL. /1111t%" I 1 i ell I� I� a dro*Ing no. W10-18 (1/2w) it/zw) OPERATING VENTS TO BE 1/2 OF rIE WINDOW WIDTH 'XO OR OX' 0/3W9 (2/7W) - -{ OPERATING VENTS TO BE 1/3 OF THE WINDOW W➢TH 'XO OR OX' Jj' TIP.--A-UCK_DIMS _ 14� i;P. Blu DW FlayGF FRe� EOLIAI LFG fReME� n-:w DIMS a c�r_ r STD._ MTG- BAR H.D. MTG. RAIL: PRODUCT REVISED 0 9 complyy with the Plodda BWh1lnq C NOA-No. 174)818.09 E-Pl,-6— Dab DW22JZ020 By. Mlanu_D m BUCK OiYS _ r- FfLANGE ADAPTOR FRAME FUNGE &_. F'1.rOIGE ADt1PTOR F'RAhtE EQUAL LEG FR-1ME ••� ••• . • • . • • NOTE: u GLASS CAPACITIES ON THIS SHEET ARE {r` BASED ON ASTM E1300-09 (3 SEC. GUSTS) •' • • • W AND ;FLORZA BUILDING COMMISSION • • • • q.D DECLARATORY STATEMENT DCA05-DEC-219 • • � • • � ��� ` arawffv no. W10-18 TYPICAL FLEVATIQlJ 6' I FALSE (SURFACE _ 5S' PAIRY _ .I .'P. .-.... �5 • 1 �'r MTC. STILE . 1 • ; II 1! i;/ ii •/ it .� f n u 21 1 2' \ 19 S 6' _-� ` -A� µICHOR ALL P / / t At CEMER OF ALL F.WE15 D.L OPG. D,L OPG. FlXED OR OPERAaE ABOVE 30' PAN!. WMHS 25' AT HEY]/SILL VENT WDTH FL.ANGF &.F!AN�-G APM-ZE. U „0' sJb1c WIDTH 5 1/2' 13 5/16-MAX I HEAD/Stl. 5 M G. 5fiLE 1 n F II F .I II 6 . _ 11 II II II V • It • • It II �i •/• IS • ••11 •• 't 9� FALSE MIiNHNS� `` i : ' `•. (SURFACE APPLIED) 24 1/� I •4� i/6' • OP'10N.AL • • • • D.L 0•G� � • DA OP6�- • • i6' • 1• • • • • • VE.Vi MDT.* �'• • • • • fµ (SURFA flMGE WIDTH S /2' HEALkAx. TypS' . Ai . y III NTCSTRE I � v ! ` II . 6 II In /gi it it t i '1 u li 1 E wHn E OP„M)_1 24 1/2' ( 49 S/S' �. AT CEWER Of ALL OR OFE �vFxz r�TI--I �AiIEG. FRAN RA`- i Z r� a J 00 y T I I�swF. a IS ^ IL E00. PANELS O J Y', I AaOri ]O' PA'IELLO WIDTHS p 4� AT HEAD/SILL c n ''4� I PRODUCT REVISED r 7tM� as comply ng with the FbAda puHdinp tod• NOA-No. 17.0918.09 3 y • II Explrallen Date 9/22/2020 1' OF i dtnwiry no. l _ oil •. NJ i MIS. --'C6i roduct contm ONA,L, I�- a DESIGN LOAN CAPICTTY - PSF (XO on ox SIZES) DUCK DIMS. STD. V%. RAIL D.O. NTG. RAIL cum Tym 'Ave, b'Y8t' Gun TTPIS ( 19, k 101' WIDT1 I HE1pHT _ EXT.(+) IN'.(-) EXT.(,) N-T.(-) 25-1/2" 38' 52-1/8" 73' 2, 85.0 85.0 80.0 90.0 83.0 Sa.O 80.0 85.0 65.0 80.0 65.0 6" 90.0 25-1/2" 3a' 37-3/8' 66.0 65.0 a0.0 .05.Da0A52-1/6" .. -650 65.0 W.0 I73' 6S0 7 65.0 80.0 25-1/2' mo 1 65.0 80.0 i-. 63.0 6.._49-5/8'52-1/0' 55.0 6a.090.073' 65.0 6aA BO.D 25-1/2" 3662,65.0 73 05.0 85.0 80.0 86.0 50.0 I/D' 80.0 $0.2 Iiil 30.0 80.0 (I/2W) (1/2W) G OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' 0 E -1 E4n-- =a �jQ. IdTC. RAIL• DMGN LOAD CAPACITY - PSF (XO OR OX SIZES) DUCK DnLs. STD. Y'i'0. BAIL HA. WIG. RAIL H.D. YTO. IWL 6L165 T'Y?Y5 'L'8'Al', Y&'BI' G= IT7L4 C1�58 TTY➢Y WDTH I HOGw EXT.(+) iM.(-) OCT.(.) 54-3/4' 7-is/16 92-1/2" 25" 05.0 a5A 80.0 80.0 65.0 65.0 65.0 65.0_--8(1.0 _ ao.0 63.0 65.0 05.0 6a.0 so.0 50.0 65.0 BSA [,14-3/4. 7-15/18 82-1/2 37-3/8" Bb.0 66.0 90.0 63.0 $5.0 85.0 _ _ OS.O _6C.0 60.0 65.0 6S0 63.D _ 83.0 _EO.O 80.0 ,� 80.0 89A 05.0 54-3/4 -15/1 82-1/2' 49-5/8" 65.0 85.0 ac.0 80.0 63.0 63.0 _ - - - i - 65.0 1 63.0 54-3/4' -15/15 82-1/2' 62' 6S0 OaA 80.0 ( 80.0 65.0 1 63.0 - - _ - - _ I am _8a.0 85.0 1 65.0 -_DUCK Cas FIN FRAM G -- �� H.U. MTG. RAIL• o0w) (2/m 9. G �J OPERATING VENTS TO BE 1/3 OF THE WINDOW WIOTH 'XO OR OX' NOTE: GLASS CAPACRIES ON TH'S SHEET ARE. BASED ON ASTV. E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 PRODUCT REVISED a• complying NIth th• Florida Building Cod. Now -No. 17-0918.09 X-pintion D•ta 09/2212020 MIam1-D� u FIN....FRAME 9.9 •.: •.•=•.• .L-t- '• • • • • • • • • • �v I draWiOg � no. W10-18 DESIGN LOAD CAPACITY - FSF (sox SUSS) FLANGE DINS. DOCK DEUS. STD. LTG. WL H.D. YTG. RAIL GG69 TY.0 'i !'!I', •B'BTI:' GLL93 Ty. Ss B. k .91, WADI HEIGHT WIOTH HELM FXT.(,) INI.(-) OCT.(+) i INT.(-) 74' 106-1/4'i Ill• '' 26' 7e' 105-1/4' Ito' 25' 65.0 j 65.0 30.0 90.0 65.0 ' 85.0 50.0_'.90.0 BC.O 65.0 ea.a 90.0 74" 10e-1/♦' 111' 38-3/E- 73' 100-I/4" Ila' 37-3; 8" 65.0 65.0 BC.a 90.0 _....... 90.0 90.0 W.0 65.0 HSS.0 65.0 e0.0 80.0 74' ,c6-i/4• 111' So-9/e' 73' 105-I/4' Ila' 49-5/e' 65.0 65.0 80.0 90.0 eao 6:.0 BSA 80.0 90.0 74' 106-1/4• 111 83" ;105-1/4' 73' Ito' _ 62" I60.0 65.0 BS.O Bo.0 ( 90.0 81.8 I _ _ 61.8 80.0 1 90,0 ec:a- eo.o 1 90A9o.0 (I/3W) OPERATING VENTS TO HE 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSF (?OY SIZES) FIANCE DIUS. ROCS DWe. 51. 3CSG. BAD. H.D. NTG. aUL D.D. YTO• RAIL :nlc.- - 1VA!'.'D'k'81' WA.9.9 - '0' A, '01' aL18:T Tru V k'Cl• 11110111 HEMHT WIDTH HEIGHT E7G(+) INT.(-) E%L(+) Da(-) EXT.(+) ( IM.(-) 74' 108-•1/4' 1u' 26' 7.1' ICB-1/4' 11c^ 23" &.3 1 85.0 e0:0 800 BSA $3.0 .-._...._ 6A ... 65.0 80.0 .._.. 800 .. 65.0 65.0 _...r... 6s.a 6s.o eo.a 9eo e5.o 6s.o 74' 106-1/4' 11 :' 36-31T 73' 105-1/4- Ila" 37-3/8- 0.0 e5A 50.0_ eco 65.0 M.0 �.0 65.0 _ 80,0josi& .0 7 f 65.0 mo 65.0 So.oC 65.0 73' 105-1/4- 49-5/i" a}.0 85.0 80.00 I 65.0 - - -a SS110' 1- - 0 55.0 7J' 62' 610 650 $0.0 0 65.0 - - 0� 66A a OFERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' 15_TTP___ BUCK CYAIS _-_K TY?. BUCK DB!S FLAurE FRAME i EQUAL LEG -FRAME i i* __ F�1.VCE DIPS .. • •r'- 5TD. YTG. RAH(, • • 19 • )( • t.Q. A(TG. RAIL: • PRODUCT REVISED aompiylna with tAa Flodda np NOA-Caadde 110A-No._ Blpir•tion Date09/22/2020 i I 0 �. Iliam4D red uet MLo p EGGEEE CL 0 0 0�oa 104 (IL G 84•CK DWS FLANGE ADAPTOR FRAM „_. FLAKE DNS FLANGE & FLANGE ADAPTOR FRAME EQUAL_ LEG FRAME NOTE: GLASS CAPACITIES ON THS SHEET ARE BASED ON A.STM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATDRY STATEMENT DCA05-DEC-219 L111"i- OF �:IV dr�owin9 m I; 8" ANN. GLASS .075' hteri on- CP gall PET Cam REastman CherrdCo.' cai Co L� .090' Intedayx 1 Saf!es r'lea Ord Color Olosa 4 By 'Eastman Chemkgl Co.' l OR 090" Interloyer RKuraray Americc. Inc.' iCSC' trneriayx Traelfal PVB BY Kuroray America, I".' j r-1/8' ANN. CLASS dI t I Z' t SILICONE i 1 CE 1200 CORNIa9RNG DODOW1Y ..OR8JNC 49_ 1/8' HEAT STREND MASS C75' Interlcyar Solis. CP filth PET Core N'Eostman Chemiical Co.' OR San. 'meager � $d11R Clear And Cabr Gtaos By T-tmcn Chendcd Co' T— OR LOBO' Interlayer SentryCtoe Ry 'Nworay MM'rn. Inc.' D9C' Interlaysr T"" PVD By 'Kamray Americo, Inc.' I/a' HEAT STREWD GLASS 111 i CI 1CORNING a E Si j,Q OW CRMRSG 899 D H =Si yl OW COR,'8NG 895 rl/8' HEAT STREWC CLASS .075' Ir.+anryryer Sdiss CP N+U1 PET Coti 'Fsrtman Otemcal Co.' i { St C90' brtMayer 9.nlry0lo. 1 I 1 By 'Nuraray knerh_a, Inc.' /-1/8' HEAT STREVO GLASS SIUOONE 3 ' i COW CORNING 899 1' IHIW CORNING 995 0 7D,T 0 �I o �kl-DER >( 1/4 POINS ON LITES AT1/4 POINTS ON 'JT� \� $+ 1 4 POINTS ON IRES 38' WIDER THAN 78' !a T1NH 36' SrjAS-S_'+i2�.F�A. G[d 55 TYPE 'B' GIASS TYPF 'Q 5/16- NOlihiL LAM. CLASS 5/16" 140NOML LAW GLASS 5/18' NOMNq LAN. GLASS I/8 ANN. CLASS r-1/a' HEAT 57REN'D GLASS D7� Intsbyer I073" IrILeH"or, 'OR I S9rex CP WWI PET Core 1 S.C.. CA Pt. Care El 'Eastman Chemical Co.' +1 By 'Eattman Ch. n. l Co.' Ow Into r W.. C'— NW Color Glass By 'Eastman Chemlcd Co' �x Clw� r And Color doss 'Eastman OR R'y Chsmiaal Co.' +/+' AIR SPAG i r9o' Irt. OR E ., �nayer 1/4 MR SPACE ` MO Nvgy4r 1/4' AR SPACE 1/8' ANN. GLASS I 'Kararcy America. Inc.' O 'K—M America. Inc: 1 ,090' nlarlayer 1/8' HEAT 57REN'0 GLASS I.090hterly.r 11/8' HEAT STREWC GLASS, iTroadN PVB By 'Kur!rw America, Inc: ' TroeNal PV9 By 'KVaroy Artlerica, Inc.' IC (f 1/8' ANN. GLASS t I I ; 1 I/8' HEAT STREN'0 CLASS r, m ! Sl1COt1E ' GE 12C0 I� !r SILICONE ` GE MO 3 C Cj1 /'�DOy! CORNING 899 - DOw CORNBiO 995 T( M1 DOW CORNING 899 DO'W CORNING 995 1 \ ___.. ......._. 1 XL EDGE SPACER ST. STEM BY 'CARCBML' OR +I L ST EDGE SI), 'C STEEL Rf 'CARDINAL' C ' `EB �LOURRASEAL SY 'DWviE%' :. ` SUPER SPACER BY 'CU,WDL' . O ..._.. �� OR --ODURASEAL BY 'OUANE7l' OR SUPER SPACER BY 'CUOEY' WM7 AT 1/4 POINTS ALL SIZES AT 1/4 POINTS ALL SIZES Sc[,a,$,,^ ,TYPR 'AI' f;LASS 7'YY6 'Q I' 0.70' OVERALL IW".. LAM. GLASS 0.70" OVERALL WSUL LAM. GLASS W DRDER TO OLIAL" FOR %MLL MISSILE BAPACT RATING EXTERIOR PLY OF CLASS TYPE 'AI', '81' 8 'Cl, MUST BE TEMPERED. 1/8" HFAT STREN'D GLASS .075' Inl.Nayer SaRax CP wllh PET Core OOR Eastman Chemical Co.' I 090' Intender SantryQnx t By 'Kuraroy Amcrlea, Inc.' y-I/8' HEAT STREN'0 MASS PRODUCT REVISED ee complyms wHh the FWdde BufldirgCode �v HOA-Naw 17-0918.09 '-- Expiration Del. 0912=020 R1 t = m 9y Mlam et—~ `ii` Q ��C C tWo x u yn gg��5n bay QuY�d�C SILICONE e GE 12N i DOW CORNING 899 ✓ M1 F DON CORNING 995 r ... ( , • .] L' g, e d 4 e gI, XL EDGE SPACERR sr. STE. R. !IY I CWKW OR C WRASEAL iTY ' J ANEX' • •OR �-- S1 E9 �.SUPER SPACER B*'OlW(JM • • • �j�' u�t� 4 • • • • • • • Is •'. k M1 AT I/i POINTS ALL SIZES • • • • • • k •r• • •M12 / • 3 C s j_ •�=15 B'tb MASS TYPE 'Cl' 0.70' OVERALL INSM. LAM. GLASS, .r • • • • A I drawing no. • • • •�•' W10-18 • • • • • • • • y7tT I I t*I L IA • I Sheet 4 d 1 • •• • •• • • • • • ••• • • • • • • DESIGN 1AAU CAPACITY - PSF' (XOX qus) BUCK DIPS. SM. AM. BAD. H.D. Inv. RAM GLM MES 'A'!'Al', GABS TWSS •Bat r '1, WIDTH. HflGHT E%T.(+) I INT.(-) EXT.(-) wT.(-) 73' 105-1/4" 110' 25' 63.0 a5.0 65.0 65.0 80.0 R7.0 80.0 60.0 _�.........._....__._ 65. C 65.0 . e0.0 50.0 73• 103-1/i' 110' 37-3/8" 30.0 a0.0 - 65o 65.0 110.0 60.0 dS.D as.o BCA aG.e 73' 103-1/4. lie' 49-3/6' 65,0 65.0 60.0 BC.0 es.o 65.0 a eo,c 63.a i 65.0 ..80.0 .~.. BO.o 73- IOS-1/4' Ila' 62' 6SA 65.0 eac fi0A 61.6 61R 80.0 aoD 6n0 80,0 800 80,0 (1/37) (117) (1/3W) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' FIN FRAME DESIGN LOAD CAPAUITY - PSF - (XOX SIZES) SUCK Dais. STD. HTG. RAIL E.D. XTG. EUL If-D. IITG. BAD, RAN TY?!S 'A'A'AI'. 'B•a'BI' cuss TYFBS 10' 1 .11, GLW TIM 'Cat 1, 'el• WIDTH HEIGHT EM_(-) I WT.(-) E)Cr.(+) i Wt(_) EXT.(+) IM..(-) 73' I0-1/4' 110" 25' 851 55.0 80.0 61.D c& SSO B-Ij as.0 80.00 - a.o 6-0 , mo 53.1 65.0 _ _ b0,0 al.0 65.0 I 8:.0 73" 105-1/4' I to" 37-3/a' 68.Y I SSA 808 0 j _al.0 M_C, e5.0 i 63.0 e5.0 e5.0 65.6 I 65.0 80.0 e5.t 1 65.0 amo .., M.0 .,, 63.0 e5.0 73' ,�_I/4. Ito* 4D...5/6• 65.: ......._ 05.0 80.0 .. na 65A e10 - 73" 105-1/4" 110' 62" e5.0 65.0 BOA sto 65.0 j 06.0 - __. _ _ - ______L_.-_ - - �. 60,p rBS.O ^ _ 85.0 BS.O._.. • • . goat ••• 50.• 2 • • • • • • • • • ••• at '•f • F.4 I•• 000 ••• 0 •-4 •u at • • • • • • • �IQSz.$ALI • • • _ _ atH.O. MTG. RAIL: • •• • • • • • • • • • • • • • • (1/*) (I/,x•) (1/4'w) OPERATING 41 TS TO BE 1/4 OF THE WINDOW W!i]iH 'XOX' NOTE: GLASS CAPACITIES ON THIS SHELT ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION CECLARATORY STATEMENT CCA05-DEC-219 PRODUCT REVISED as comPlying with the Florida BuNdiny • ._.., .-No. 17-0918.09 r' z �6 6,Plratlon Date 09122/2020 °R Nlam ad md"t I�c1.t V Oijm �9Em 0109 00 Mg �a 0 FIN FRAME 17 No. 70M c l a c k \' `� �QrOwirtg nc. 1/4' MAX. SWMS TYPK•.AL ANO MRS SEE V V,—} I i r^� FOR SPACMG ( AFF /"'il Ml_5 5 C`) EXTERIOR 0 1 / SCREENS' OPTIOKt .._.."— � Isr r— w000 eucxs 5EE ELEV. FOR SPACM FLANGE '/4" MAX SHIMS \rono SIROCTIM6, TYAIP.A. Ai:CHORS SEE ELW. FAR SPACNO AUEM{K1E -� SwEF LACK noik To 4-7,q7 SoPRM LOCK & FLANGE ADAPTOR FRAME �(1 FLANGE ADAE TOI2 FRAME 1/T_TYP .. {GOD I VE `1 0 g Q�uaEd OA C~n N 11 3NM„ Qd YPICAL ANRIORS C7 EE F11V- OR SPACNO _.__............._................... __� INTALAPON OETAII S SHOWN ON PAGES 5 AND 6 APPLY TO BOTH FLANGE FRAME FWD FLANGE ADAPTOR FRAMES. _ j b __J a• • • • • • _.__.-_...... c r s n x • • • • �\ it IY/ Ir PRODUCT REVISED • • • • R` ; • • �'� • - B i I as comp)y1n with Me FlorlQa y �I Y Code = it �i p 1CD BUCKS NOA-No NOA-No. 17-0918.09 'S Y -t `y EvIratlon Pat* 09/ 0• • • . •�^ EOF eroxing co. By wi0-�s Miam a uct on • • w ALL----- •• Orr 1111 1 • i9neet 6 oP1t • • ••• w • w00'7 BUCK-\ wi-. so I r '•+sj•k'-�•Korat ley WOOD BUCK • �� • • • FOR .-SU • • •• • • • • • • • • • • • • ••• •• •• • • FLANGE & PLANGE ADAPTOR FRAME ------------ MWL-OADE COUNTY APPROVED iI MULuDN Y 4l1LUON AN:HCRS Ij SEE SEPARATE NOA �1 I FACE DSf.I '�` II II 1 2 31W MIN. l W000 BUCKS AND METAL STRUCTURE NOT BY CCI WOW. �I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. • ! 1''PIC AI, ANCHQ.$�: SEE, aEV. FOR SPACING nl � 2^3/8' MIN. � 1,/4' DIl. ULTRACON BY 'ELCO' (Fw177 KS, fy-135 KSI) - -� INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ':-i/Z" MIN, PENEfRA?ION INTO WOOD (HEAD/SILL/JAMBS) f \ THRU 1BY BUCKS INTO CONC. OR BLOCKS MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) :.what USED THE MIN. WOOD BUCK 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) ixpiH s"I BE 2%". IK USE OF i DIRECTLY INTO CONCRETE OR BLOCKS j P3MCrmIIT m. oORDEVFLEO wDooeuDls 8 j �PEpaiiT 1-1 4 MIN. EMBED INTO CONCRETE (HERD/SILL/ JAMBS) •--------� 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) 414 SMS OR SELF n_RILLING_SCREWS (GRADE 2 ORS) INTO MIAMI-DARE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JM BLS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-TS MIN,) PRODUCT REVISED STEEL: 1/8" THK. MIN. (Py - 36 KS) WIN.) co.V ng wfth the Florida as Cod d•Ndlag e (STEEL IN CONTACT 1KN ALUMINUM To BE PL TZED OR PAINT©) NCIa-No. 17.0918.09 TYPICAL (QGE DISTANCE Expiration Date 09/22/2020 INTO CONCRETE AND MASONRY - 2-1/2' MIN. By - Nacr- INTO WOOD STRUCTURE = i" MIN. Miami-a� o P tT i;:. of INTO METAL STRUCTURE = 3/4" MIN - WOOD AT READ, STILL OR JAMBS SG . 0.55 TUN. CONCRETE AT HEAD, SILL OR J,AM8S t'e - 3000 PSI MIN. EP OI FS C-90 HOLLOW/RLLE•D BLOCK AT JAMBS Pm - 2C00 PSI MIN. W1 = 1/4" X 1-1/2" WEEP SLOT AT 4-1/8' FROM EACH t/`tt(U IIH Irb END WITH PLASTIC COVER W2 i/8" X i/2' WE W3 = 1/8' X 1/2" WEEP SLOT AT 3-i/B" FROM EACH END /� �'-j•••. SLOT AT 3-1/8" FROM EACH ENO J AA 7G 32/ ,! iol fit: 1 �ddrew:ng o,. (W1"5V8It 1 R'_USTRATNE: Oi lS. ONLY EXT. NOT HOUSE NOT B C HOUSE WL NOT By CO TYPICAL ANCHORS FIN FRAME V � 4. o a he e PRODUCT REVISED ro as complylmr with tFlorida } : SEE ELEV. FCR SPACING 8utldinB Cod. �I . NOA-Ne. 17-0878.09 �p �.-S.Ms(Fu . 74 If51 YW.) i 12 +� INTO 28 WOOD SUCKS OR WO00 STRICTURES Expiration Date 09/2212020 1-1/2" MIN. P'JJETRATiON 1,4T0 WCOO MI— — ro act Control $agg n I� oOT s CGJ nRE I% ,GAP._.._..-- -- _a�CKWAX..._YADTH 1/4- x. i r 01 j aH ' SCREENS CFT.I VT�,'MOM WRAP NOT BY CriEXTERIOR n •.: 0 .. •; . . a:. UF'fA: SrRICIVRE IYP4C9L ANCHORS SEE ELEV. '6 FOR %PACK I EQUAL LEG FRAME AV. oI J o! Z �' 4IiV.i -CAGE COIR.TI APPROVED ' I Z ' I' MUWOK k MVI1:7N !.HONORS ' I Q t a . ' a I SEE SEPAjL,TE NOA I fy' !, EDGE i; (• 2 a j l i oIs*. : 9 2 5 c —� I1 hf __ _._{i GoFo ` ,o L- _--------- � u pitoa o TYPICAL ANCHORS `? \�. TOCSEE AL HORS O SEE SPACING ''OP. SPACINO FOR SPACING Q � pZp ! ECUAL LEG FRAME CAN BE INSTALLED DRECTLY WTO WOOD, CONCRETE OR METAL STP,UCFURES Q �Op Ej WIhiOUT hiE NEED OF A WOOD SUCK.—.---- ---`--- ------- --.....! ��_--- IYPICAL ANCHORS SEE CLEV. FOR SPACMIO PRODUCT REVISED u �"plyln with the PIorM• I310'I" Code n NOA-H.. 17.0918.09 o Esptr•tlo• oat* 09/22/2020 a O Ll B7 _ NN•m • uet mr• ��N O z! rl n c_ Z �+ WAM!-OAX COUNTY o _ Y APPROVED MULUCN & MULLION ANCHORS LO p 1 I SEE SEPARA E HCA U Z A 3 ti';� r TYPICAL ANCHORS { .. .. - ._, . ,% SEE ELEb'. OF w+ (drowing nO. I' FOR SPACI,W: . F4 01 FLANGE FRAME HEAD FLANGE FRAME SILL FLANGE FRAME JAMB (MOVU 811 41.015 ..._...-_...... 2..065 TW- 1.000 t.745 FLANGE FP0.E JAMB 'FIXEO' FLUSH FRAME HEAD :l FLUSH FRAME SILL L3 FLUSH FRAME JAMB (MOVWC .811 i 2•605 uss m. �r f ,soo '--1,245 - �i tiJ FLUSH FRAME JAMB (FIXED) ossl TYP. 1 1�...1.328..-•? .745 1-9 MEETING RAIL oss T W. f AI15 :-220 J 1443 LOCK RAIL 1,788 i 2.310 1.0f13 •,�5 �( 1220 1A43 �-- Ctt ALT. LOCK RAIL 1.892 Ff Og3 1.01 O. T2.1 3 5 r E� HANDLE RAIL 1.025 _._....-f.393 45 i 1.015 - J SASH RAIL -•i!'-.085 f 1.55C1.00 aso f� 1--1.385 `J NAIL FW ADAPTER 1.498—y TYP. SILL FILLER r@ FLANGE r.,3c -`T 050 lyp. i ...4 EB 5/16" GLAZlMG BEAD .CSC .oes� .7C51 t—QSO TYP. -- .8E4 Cam) GLAZING BEAD 1.440— .29 080 1 413 /V FLUSH FRAME COVER_ I O SCREW COVER PRODUCT REVISED As COIn Ing wtth the Florida Isundtn• ode HOA-No. 17-0918.09 axphaf —Date J2iJ2020 ey Mla a ro not 1d ,•• ••• • • 00 • •. • • • • • ••• • • ITRM PART F 4UA:.T1'LY DESCRIPTION .I MATERIAL MA.YF./SUPPLTE6/RWARK= F1 CGI-10C ! - j.._ FRAME JAMB O FIXED GLASS ? 8063-T6 CG" EXTRUCf...R E2 ...... CCI- I t3 ............."- 1 - ___....__. ..... I FRAME SILL _ ; 8063-78 .-_..--__ CC: EX —RUM E_T IC2 HEAD __. _ __... __.. e063-7 TRU OE4CCh E4 C01-1C3 - - - MEENNG RAIL LOCK RAIL - fAYDLE RAIL SASH RNt_ 5/16- GLAZING BEM _ _...__ _...._.__._. 0.71XD" CLA2ING 3EAD ............_-_____._ .._.___. j FROM" FLMICE ADAPTOR 6063-iE 6063-T6 60B3-T6 5063-i6 SC63-T5 __..._.-- -8C83_T5 1 W83-T6 CC] L-1'TRUDER CGI EXTRUDER CCI EXTRUDER CCI EX1YtUCFR I CGI EXTRUDER CGI-EXiRUOER CGI ti%MUDFR EB E7 EB ..___ E9 E10 CCI-104 CC! 105 CG7 106 ^GI-le7 CGI-Iv'6 CGI-t09 E11 CCI-I1O - M,3L F10 ADAiTTCR t108.3-i6 CGI EXTRUDER E12 CGI-135 - TF FRAME JAMB O RXED GLASS .................................. ._.........___._.......... 6063-T6 w1 E'XTNUCER _ Ei3 CGI-136 _._......._......... ... _ - _ TF FRAME HEAD . ..........._.._.._.... _._......._.. 6063-75 _._.. ... 4 CEXTRJCER -- E14 I Cq-139 - --......__...._ _....__ ff FRAME JAMB 6003-T6 ! CGI EXTRUDER E15 CGF-140 �_.._ _... - 1' MUMIN -_......- ---' - _.__ 2S' MUtUON 0.^63-15 ---- ! CGI EXTRUDER f C16 CGI-141 - 16C63-T6 I CGI EXTRUDER_ E17 CGI-605 - I SCREEN FRAME j 6083-TS I CCI EXTRUDER EI6._ E10 _ ._ E20 _ ,..Cq-1l4 CC,-I15 _ CCI-116 ._.._._._....__......_.___..._ - •• __.._.___ - SILL SNAP IN SRX FlU:ER __._.._..-- _ F1iAME JAMB ..._..._ .__..__— ..................... ........_. ...:._,_._ 16063-TB �6083-• O _ f 8063-T6 __ _.. CGI EX': rtll�li CCI EXTRUDM . _ _ .. CCI EXTRUL£R ....._..... E21 Cq-117 i - HDRAIL 6083-T6 Cq-%iRUOf:N E22 CGI-I3E - _LOCK TF FRAME S0.1 608.T-T6 Cq eXTRllOFii ETS Cp-t09 - FRONT FLANGE ADAPTOR 6003-18 LVI EXTRUDER•..,__ MI Cq-36N - ! GLAZING EMRB VLNYL (OUROV.ETER 75-80 SNORE A) RrL - Yz--I- i CGI 111 -- -- - SCREW Cd/FR (OPIICNAL] ..._..............__ ..._....._..... _ ! _....._................._ ..... M3 CGI-112 3' . ANCHORS EOUAL LEG COVER SKkl FNG - M4 0.700- X 0.040' BEAD CE1200 SILICONE SILICONE ! GE M5 -• 0.700' X 0.040" BFNI DOW 295 SILCONE DOW we - 0.70C^ X O.C40' BfAO _........_..._._._ OOW B94 SILICONE OOW 07 - 2/ UTE 'SETTING BLOCK EPOM DUROMETER BOY5 SHORE A M8 - - .......... __............._. PROTECTO WRAP. WMFRPROOFINC OR EQUIV. ...... ..__._.__ - _......_.._— - Y9 -_ 664 - ....... __._.. hCUFR (RACK i __._._.._.._._ PVC ..........._.___._._..__..._..._ - MID CCI-128 2 PER SASH ROLLER HOUSING NYLON M11 W2320ING - P1, 1F'?H CENTER FT.t _ _ .. _.._____._. _-.__.—._........_... WOOL..._ OR DOLIIV. _ ._._.___.. M12 .. CGI-129 ._.._. ,...� I PER SASif -_._. i EGRESS LACK ALUM. _ULTRAFAB _ SU'L'JVAN L113 C01--131 PER SASH I HANDLE RAL END CAP NYLON I M- M14 391-H —;- 1 PER S/S11 AN*M1FF BLOCK NYLON I YkY MI5 - j OPTIONAL RETICULATED FOAL/ 30 PPI - - M18 GO 134 j - JAMB SPACER .................._ PVC PROTOTYPE OR EOUN. ..__ U17 A. 30401-321 _...... __.._....._....___. 1 PER W0. _-__..___._.—....._......___— CAM LOCK I ..___.- ZIRC 1RBITN OR EOUP. We i CGI-132 2oER WO. 2- SASH STOP j PVC PRO70TYPE ._._�_.._._.. _....__._ M19 i CCI-1�—ft __._........_...... _- FR. HEAD ......_....._._ .....__.___... SCREW COVER I PVC PROTOTYPE CGI-125 -_.__.__..__.. Y22 1. - 2PEA SASH i .........._._...._"-__..._.._.._ vAWLS SASH CAM (B/T BALWC-rJ ..._. .........,_... H-PLO WEEP CCVERS i NYLON PVC M&W . ___......._.....______ AAIF.SBURY OR EOUY S2 S3 S4 - _ .... 2 OR 3 PER CORNER % 10 X 1 1/4- LC, PH- PH. SMS. ST/ST. ASSEMBLY SCREW 1 1/4' EMBED. 6 X 4 - LC.qPl&- PH. SMS. FIN ANCHOR SCRFN _ _ __...-`-PET W0. 8 1 j' PFL SMS. /ST BALANCE SPACKET SCREW_.-......._- - - - - - 55 • ! •�X 1-t' r'H.,_SM�5T/ST. SPIRN R ASSF]IBLY ..._ SC•• S9 S9 - , -_ :!y • • 4.•My ••2 M(nL1Fi 9 1 LC. Ft# SMS C CGI 133 k CAM LOCK ! Q % 4'Rl.�HL S ST/ST ASSLdOiLY MEEVNZ LF t0 X 3/8" 0. PHL. PH SMS. V/ST. MTIUFT SCREW .: ;.•.: PRODUCT REVISED as camplyylrg with the Florida Building Code \ NOA-No. 17-0918.09 expiration net. 0912212020 7. y n w MIamF-Dada,,Pmduct control g t W N � 0 po 0 g i0'BCilc u' �tz56 O rg�� r Q IZmg F nI 0 F c ~71 c �y BI N R 0 N yD "1 a 2 C Z4 O O— v � 9 OF /� drawing no.W10- VFM TOp/pATfOt} j,Qjjj�,� M, 12 PRODUCT REVISED •. eomITT with th. Florid. t1u11dlny Coodds tt°a-No. 17-09113.09 Exph•tion Dat.09/22/2020 51 Nam roduct Contra FRAM^' 80,70M rORti'a • • • • • • • • `• .... ....... . . ..... . ... . ...... . .... .... . . .... . CF � .�y � dras.irg no. MlAMDADE N1IAMI-DADS CC:)tJ1VTY i PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Strect, Room 208 BOARD ANT) CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE NOA www.m�flm�aac�e.gOtitecnnom CGI Windows and Doors, Inc. 10100 NW 25'h Street Miami, FI.33172 • SCOPE. : ••• ••••�• This NOA is being issued under the applicable rules and regulations governistg�t�ll'e use Urc* structkn? • %• materials. The documentation submitted has been reviewed and accepted by Mi"errt*Dade Cotinty REI;•; • • Product Control Section to be used in Miami -Dade County and other areas whgfelmQwed lvtckuthofity • Having Jurisdiction (AHJ). 0000 00000 This NOA shall not be valid after the expiration date stated below. The Mianii-Bade Munty lar* at Conecel' - • • Section (In Miami Dade -County) and/or the AHJ (in areas other than Miami-Dacre County) reserve the riaAt •: • to have this product or material tested for quality assurance purposes. If this;.pra.tl..• • up or ipaterlal fails. tp, •; • perform in the accepted manner, the manufacturer will incur the expense of siWh testing attj?ft1•AHJ rWy • immediately revoke, modify, or suspend the use of such product or material wlt"? t*ir jurisdiction. RMR• • •: reserves the right to revoke this acceptance, if it is determined by Miami -Dade County 1lxduci 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 "Sentinel 1.30" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W10-02, titled "Series Sentinel 130 Alum Fixed Window (S.M.I.)", sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision G dated 08/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miam i-Dade County Product Control Section. MISSILE IMPACT DATING: 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 No. 15-0413.03 and consists of this page 1 and evidence pages E-t, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0918.07 + : Expiration Date: September 22, 2020 Approval Date: November 22, 2017 f Page 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS „; •�,�; Manufacturer's die drawings and sections. • • • • • (Silbrntited tinder NOA No.10-0510.13) . • •: f:I.•: Draw`ma No. W10-02, titled Series Sentinel 130 Alum Fixed Window (L.M.I.) • ( j�l�,), sheets 1, 1. 1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision F, dated • • • • • • 044UVI 5, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, ff ff ff ff ff • • f..• l� �fff • f f f f f f f f f f f f f f f .•...•B. f1CSTS •• .• • 1, • T�sterejt-)rts on. 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 • • • • • • • • • • 2) Large Missile Impact Test per FBC, TAS 201-94 .. .. 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • • • • along with. marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseals and Super Spacers, insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh. C. Patel, P.E. 2. Test reports on: 1) Unifotm Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal& and Super Spacerg insulating glass spacer, prepared by Certified. Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air .Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal(9 and Super Spacee,9 insulating glass spacer, prepared by Certified 'Pest Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a Sentinel 130 aluminum fixed window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-01.03-10, dated 03/30/10, signed and sealed by Vinu J. Abral4m, P.E. (Submitted under NOA No.10-0510.13) _ Manuel Pew P.E. Product Contrll le finer NOA No`12--" 18.07 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E—1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5te Edition (2014), dated July 18, 2014, prepared by Al-Farooq Corporation biped and sealed by Javad Ahmad, P.E. : ...... (Submitted under NOA No.14-0731.05) • •0. • 2. Glazing complies with ASTM E1300-09. """ • • • • • • :6006: D. QUALITY ASSURANCE • • • • • • .... . ..... 1. Miami -Dade Department of Regulatory and Economic Resour;ea f RER2 • • • • • • • • • E. MATERIAL CERTIFICATIONS """ • • 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont Delyemours %Oeo., Ir' •• •, for their "DuPont SentryGlas® Interlayer" dated. 08/25/11',sx'piling on-Q14�1�4�/17.:"": 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours 4.1'o., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/16. 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/1.4, expiring on.12/11/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h Edition (201.4), and of no financial interest, dated July 18, 2014, issued by Al-Farooq Corporation, signed. and sealed by Javad Ahmad, P.E. (Submitted under NOA No.14-0731.05) 2. Laboratory compliance letter for Test Report No. HTL-0080-0103-10, issued by Hurricane Test Laboratory, LLC, dated March 30, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.13) 3. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P.E., Supervisor, Product Control Section G. OTHERS 1. Notice of Acceptance No. 14-0731.05, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — L.M.I. approved on 10/16/14 and expiring on 09/22/15. f Manuel Verez - . . Product Control Exainin r NOA No. 17-09W.07 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E--2 CGI Windows and Doors, Inc. 2. A. NOTICE. OF ACCEPTANCE: EVIDENCE SUBMITTED NEW EVIDENCE SUBMITTED DRAWINGS • • 1 Drawing No. W10-02, titled Series Sentinel 130 Alum Fined Window (1...M.1.) • ($ y1.I.j, sheets 1, 1.1. 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision G, dated .:...: 0$/29117, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.}~� •:•'I'f'STS ..•••- • .1. NoAq,: • • • • • • 00 • •CALCUL41J.ONS L . A:nclhor: verification calculations and structural analysis, complying with FBC 6`h • • • ,(Eitiorj (2017), dated July 15, 2017, prepared by Al-Farooq Corporation. signed and • • • sealeB•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. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas@ (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifolg Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17--0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Satlex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09107/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, of complying with F'BC 5` Edition (2014), with FBC 6" Edition (2017) and of no :financial interest, dated August 15, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS I. Notice of Acceptance No. 15-0413.03, issued to CGI Windows & Doors, for their Series "Sentinel 130"' Aluminum Fixed Window — .Ml approved on-q6/25/15 and expiring on 09/22/.20. `� - Manuel Pyre, P.E. Product Control(E. miner NOA No. 17-0918.07 Expiration Date: September 22, 2020 Approval hate: November 22, 2017 E-3 4B'FLq448" i-` W1tiTFT RUCK WIDTH FLANGE WIDTH - TYPICAL ELEVATIONS CLCL OPC_ ' OL OPO. D.L OPG. 6' MAX. �«16' MAK I I I i' m GOi I ACORNERS SIDES HCR WREIN APFLUCABLE,tANCE - TC FLANGE AND FLUSH FRAMES. - II SEE SHEET 1.1 FOR FIN FRAMES. 1 j1j J � I C1 - C I' II 3 1: II '1 17 9 :1 ii BUCK HEIGHT L--� It_ ^IS DI I it I j I 11 I I o '1 II L 1 1 `I II I m If I Ii it n ,T'-'-- T 17 II II i ^Igm i� i1 IF ^,oA I I it I i I q it �II II I:if it H n I $ -"(j- �__ `IT _ �_ •_fit_ -� _-___"i!.= '� �IY 7 q q// ii q I (' B1 (I 4 u 1 FALSE Mt�'NS ' (SW AM") FALSE MAX. I 6' MAX. f 18` MAX. 2 B' iT' MAX OPTIONAL SHORTER HEAD/SRL SHORTEST �I tLv GE & FLA VGE ADAPT QR FRAME SIDES CORNERS SIDES co. STRAY s SERIES _jZ0_3%;ITEL ALUMihU9-_F_=_P��%:AL LEf�`1D.L.O. A IT HEOIGPHETNINGBUCK HEIGHT - 3.00' �-Qff WIDTHK WIDT- 3.00'L. DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. WINDOW W1,M Wq,NppNr WIDT1U WINDOW WIDTH WINDOW WIDTH . WNDOW WIDTH APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR F?X. WDW. WITH OTHER MIAMI-DARE COUNTY APPROVED WINDOWS USING 41AM1-DARE COUN^ APPROVED MULUONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WF;T1 THE REQUfREMENTS OF THE 2014 (STH EDRION)/2017 (6TH EDFION) FLORUDA BUILDING ,^,DOE INCLUDING HIGH VELOCrtn HURRICANE ZONE (HWZ). IBY OR 23Y WOOD BUCKS h BUCK FASTENERS BY OTTERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS .0 THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUFS INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUC'C0. A LOAD DUrATION INCREASE IS USED IN DESIGN OF ANCHORS :NTO WOOD ONLY. ALL SLIMS TO BE HIGH IMPACT, NON-METKAX AND N04-COMPRESSSq.E WAT-IMIALS INCLUDING RUT NOT LIMITED TO STEE1/METAL SCREWS, THAT COME INTO CONTACT WIT' DISSULAR MATERIALS SHALL MEET THE REQUIREMENTS OF TE:E 2014/20/7 F:ORIDA BLDG. CODE do ADO?"'D STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, ' a LIFE SAFETY OF THIS PRODUCT, ADEQ1ACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC, CONDMONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL � r 1 I— i iI I x i sj is r �J Lti L J 1_Lj— WWOOW WIDTH WINDOW WICTH _ WINDOW WIDTH N_Wlv'R{7 ...._...__..._.._._..__ LAM. GLASS - INSULATING LAM.GLASS NN LARGE• MISSILE IMPACT -TAIL MISSILE IMPACT � 1 3 j • • • • • • • • • • • Yy1lt 11I/ I� 3 • • • • • • • ` A tU//// 00 FTTHESE WINDOWS ARE RATED FOR LARGE do SMALL MISSILE IMPACT. PRODUCT REVISED • nq wltMThe FOAM ql� • - i SHUTTERS ARE NOT REQUIRED. ': • •gnl�l•g Code • • • : a.; —� • —•—rs •- • OF 1 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR GN BF• Fzpir•Li•n Dete �• •�: BY LNSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE Di RECTANGLE ASj •. _ •. '���S ��.� �� SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOAD'S A VERIFIEDTOM THOSE SNAPS. � BY J / � A{pL, �� ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • Z 3 C g f i Oywt� C9Q03n A o g�� a 8 itgoo LLzme 169* drawing no. W10-02' a' — 9JCK WIDTri D.L. OPG. rn s;RArcntr I ! g II I II I r` 11 !I I! I I ! I u__l._r....___ -'---ir------r— n n I II c II 11 1 II 1 —i t 3: ___ f___ u: u i 1. FALSE (Si;RrACE I I: I 1 1 11 I1 r - II / n // II ----ter---' -ir I I II 1 I I - FIN FRAMES ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . ELEVATION eucK %lDTHTYPICAL • • • >'S. • % b • I j• • • •• • • • • • • • �k. _ • • • •• • • • • • • • • • b� U I f: H 11 1 • • • • • • • • • • • {: II • • • • • • • 000 • 1: II - • • • • • • • •_ • -_-- j jj iI • • • • • •i • • • SUCK �YCTiI /. tl I: II D.L OPG. I AD t6' IA4iL SD2A3C'riT . SIDES • ALTERNATE SRAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR FIN FFWAES� I i;G '07 `,1�1\li t' MyAiv. NVC' E4 �� PRODUCT REVISED _ X 1. as—plYiny with the Florida / �1 Bultdi" C.d. h NOaa1o. 17-0918.07 �� � g Eaplra6'on Dato 092 020 Ill ATE OF '�'� e, —.'.A �$ �! r--'-� drowln9 no. W, 0-02 Nlla ad• roduct : � 1�7A}.. `^ .�•/ l \/ninlll�%'� Isneetl.tor 61 agn" WLD CAPAOTT - PSF FLANGE ➢DLS. ➢'JCL DOTS_ GLASS TYPES 'CY'CI' CUSS MiS -D'&W MOTH (W) LING;Ii (u W" (W) LDGIN W DR{+) INT.(-) EXT.(+) 1Nr.(-) 24• 1. 36' 42' 48' x" 60 61 • 36 I 23• 29' 35, ! 41' �. 47, 53' 59• 60" 80.0 DC.J 80.0 80.0 90.0 me 80.0 _90.0 q8.Do BOA mo 8a0 80.0 bo.o _.. 80.0 80.0 80.0 j 80.0 &.0 80,0 e0.0 _ EOA 80.0 80.0 8C.D BOA 30.0 Sax 80.0 80.0 24" 30' 36' 42' 48" x' So' 61" 48. 29' 35' I 41' 17' 47' 53' 59" 60' 80.0 9C.0 83.0 80.0 80.0 80, 60.0 80.0 Sao 80.0 80.0 80.0 702 1 702 Box Sala 61.3 ? 61.3 BOA _ 80.0 61.3 i 61.3 SC.O 800 Bt.3 87.3 8aD 80A 61.3 61.J 80.0 90.0 24' 30' 36' 42' 4a' WS3' Co. 61' �. 23' 29' 35• i at' I y. 47' 59" 60' 80.0 S0.0 Box 50.0 So E0.0 BOA 8a0 Sao 80.0 Soo BOA _ 702 70.2 _ BO.D _ Sala 81.1 61.3 Box 80A 54,3 x3 72.5 77-5 4&8 48.8 sil SKI 48.S 43.8 05.1 55.1 24' 30' 38' 42" 0. 54" 60' S1' 72• 23' 29' I 35' 41' 71' 47' I 53, 59' 60' m 80.0 80.0 $0.0_..._........--' __.... $0.0 80.0 . 80.0 80.0 80.0 Sala 80.0 _ 80.0 70.2 I 70.2 0.2 B0.0 60.0 61.3 613 80.0 Bo.O 54.3 ! 54.3 72.5 725 4&8 48A "A 35.1 4&0 48.0 54.0 S4A 24' 30' 36" 42' 4B' i x' I 56' �. 23• 29" 35' 41• 1. 47* Sr S5' I 80.0 j EOA 50.0 60.0 60.0 I 80.0 I Box60.0 78.2 I 7&2 1 B0A .._so-o 7pp I 70.0 $0.0 1 BCA 613 613 80.0 Sa3 54.3 - 72.5 72.5 52.4._..SI.4 69.8 89.8 24" ( 30' 1. I 42, 48" 49' 97' 23' 29' 35 I 96" 41. 47' 48' 80.0 ! 83.0 6a0 90.0 BOA i Ba.O 80.0 80.0 75.5 i 75.6 90.0 1 Sao 652 65.2 - BO,e 60.B ...e0.0 S9.6 59.6 I _ BO.D ...(. 00.0 .Bola 50.0 BOA 24' 30" 3C 42' 46' 102" 23" 29' 35' 101' 41' 45' e0.0 80-0 j 80.0 I BOA SO.O 83.0 80.0 i 80.0 .. 80.0 74.6 j _ 74.8 -�E5.7 __ 87.0 I 65.7 80.0 DO.O 593 59.3 80.0 i 50.0 24' 30' 36' 42" 44" 108• i I 23• 29' 35" 107' 41' 43• &7.0 i 80.0 .._.80.0 _'_.. 80.0 1 BOA i 8aO 50.3 j da0 73.8_ 73.8 62.4 -62.4 _804 80.0 I d0.0 Sala 59.1 ASA 80.0 I 80.0 11=0 LOAD CAPACITY - PSF FLANTA DIBS. EDGY SS TYFBS 'Ck'CL' GLASS TYPES 'D'k'DI' W10 4 (W) LENGTH (Lj WL'TH (W) ILtNGD1 (t) ECT.(+) ' INT.(-) EXT.(+) IST.(-) 24' 50' 38' 41' 114' 23- 29' 35' 40' I13' Sao i 50.0 Sao 80.0 BOA I--:-- 80.0 b0.0 B0.0 73.0 I 73.0 80.0 $0_.0 E7.4 _ 61.4 80.0 80.0 LE j 23• 1.119" 3S' 1. Rao 80.0 80.0 80A 80.0 80.0 50.0 W.! 72.4 72.4 ._ 85.9 _80A j 80.0 60.0 I BOA ___ __6T9 24' �• 36' 39' 121, I i 23" 29 35. 38' 120' 33.0 80.0 1 80.0 i 60.0 Ba0 80.0 80.0 80.6 --BOla 723 i2.3 80.0 65,8 I 65.H I Box e4 DESIGN LOAD CAUCITY - PSF FLANGE DTLLS. DUCK DD28. GLASS TYF28 'C&'CI' MASS TYPES D'k'Dl' MD-H (W) LFNCTN (L) WMI:N (W) 'LENGTH (L) E%T.(+) ANT.(-) 19-1/8 26-1/2• 77" 4B' 53-1/B' 61'i 1 21 ' I 'e-i/8' 25-1/Y 36" 47' T 52-1/8' 60' i �, e0A 80.0 80.0 80.0 BOA BOA 80.0 1 Sox 80.0 60.0 _ Bola 60.0 80.0 8C.0 Bo.o 80,0 I BOA_ 8C.0 80.3 80.0 8a0 80.0 _ Woo Sao 26-1/2'-80.0 37' 40' 53-1/B" 61' 78-3/6" 36' 47' 52-1:/9' 1. 37-3/8" 80.0 Sala SO.o 80.0 _ 80.0 80.0 _. Sala ? 80.0 WA 80.0 77'1 77.1 Box me 77.1 77A BOA 50.0 77.1 ! 77A 80.0 $0.0 19-1/8' 26-1)'r 37' 46' 53-1/H' 75-1/4" , 93-3/4' j 50-5/8 18-1/8- 25-1/2' 38" 4Y 52-1/8" 74-1/4' 92-3/4' 49-5/6" Box ; 80.0 $0.0 80.0 Sala BOA 80A 80.0 80.0 _ ' 80.0 80.0 80.0 61.3 613 BOA 60.0 58.0 _ 58A_ 584 i 58.0 .._ 77.4 _._77.4 77.4__ 77.4 5&0 1 5&0 77.4 I 77.4 58A 58.0 75.5 i 78.5 19-1/8" 28-I/2' 37' 48' S.S--1I8' W60' 75-1/4. 1 63 j 18-tie" 25-1/2" 38, 47- 52-1/8' 74-1/4- 80.0 80.0 80.0 8OA 60.0 I Box 90.5 8DA 8a0 + 8 ,0 90.0 80.0 _ 813 613 Sao 80A 73.7 55.3 1 55.3 73.7 4&0 48.0 64.0 64.0 46.5 46.b 61.9 61.9 19-1/8" 26-1/12' 37' 48' 53 1t8• 61' 76' I 1&-1/8" 25-1/2• 36' 47' 60' I 75' 80.0 80.0 80.0 80.0 80.0 W.O_ ' 80.0 Sala 7&9 76.9 fi13 613 HOA Box 60.0 53.0 55.3 i 55-3 7SJ ( 73.7 48.o; 48.0 84.0 I 64A A4CHOfi SPACING TO 3= AS PER SHEETS I I I : yQIEt WIDTH AND LENGTH DWE?0ONS CAN 2E ORIENTED VERTICALLY OR WM70NT.ALLY AS SHOWN ABOVE. Buck DIMS r- i FLANGEFZeM F" FlANGE DIAS---: H11CK O1M5 t•LEG FRAM - DOCK 0!M6 FIN FRAME B^JCtt DIMS FLANGE ADAPTOR FRAME =URGE OIMS NOTE: GLASS CAPACITIES ON THIS SHEET ARE SA9ES 01 *,41M•E1900-09 (36SEC GUM -PS) ARD FLORIDA* BUt� DING C0 I 10 • DP(J_ARATOV.STe El'C D Al -64C � q • • • • • • • • \111111/1/117j •• ••• •• • • • • \ .n' • 3s°wi¢iG1R•R`vett' Sj ^ •� • i= • Bu In- E • *WA-Na! ,�. 'li-�07 • ..)z • • • • ;1 9 •ExAr.0 P t• 0'' 20 • • � �= ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I ��v ZZ an• 0. rub E oo�S 0to' 1A, a;yl f Of 0 01Oo 0ObE 4jig LLgy- Imo; I 1 i � Ir o � r r £ A drawing no. Wt0-02 ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . 3 ' V ANN, GLASS 7 3/I6" WAT S7REN'D GLASS • • • • • • • • r l .075" interlcyer Sax CP With PET Coro fte \ .075" Irderlger \ S&Iex CP WHh PET Core �! By 'Eastman Chemical Co.' \ ay &e—q Chemical Co.' � 1 OR \ .090" 1^'.erlayer .090" IMerlayor Satkx Ckor And Color Glass • • • • • • • • • • • • • • • • • • r n 1 Safi.x Veor Ana CGlaf Glass 'Eastman mical Co.' \ Chemical ' Chemical Co.' • • • • 1" S yN; R 1 090Mer " Ilayer f—'Ecatrnan , I .090' In:ttiayer • • • • • • • • €o qO m O 0 .OR i SeMryGlos 1 I 9y 'Kurarcy A1.6". I—' } SentryGias r' i By'Kuromy Mnerica, Inc.'OR • • • • • • • • *so • • • 1 !t 1 OR i 090' Interlcyer L, I 090' IntMcycr 0 G Imo., :i ! Z.Woi PVB \ !iy 'kurarcy Amc1ca. Inc.' TroaYol PVB rl By 'kuraray A�nariaa, Ana' • • • • • • • • • • • • G a1m _ �. r-3/16' HEAT S'REN'D GLASS p G ` ; 3/16" NEAT STREN'D GLASS • • • • • • • • • • • • • • • • • • • • I � 00' IC �6 • it SILICONE `t GE 1200 RN:NGa"53 DOW COS m � SILINE CO GE 1200 I i= DOW CORNING 899 • • • • • • • • • • • • • • • • • • • • • � z3 N Q 4 6 Q DOW CORKNC 205 DOW CORNING 995 T V Y r0. M5 AT 1/4 PO'.h'S ON LrifS WIDER THAN 36' S.LA�y 7/1 e" OVERALL LAY. GLASS (L.M.I. & S.M.I.) t-3/16' ANN. GLASS X75" Ird.rlcyer 1 S.,- CP W th PE Caro i By 'Eastman Chemical Co.' 1 OR 4 .090' lnterlcy.r Saflex Clecr And Color Glace 'East— Chemical Co.' 3/8" AIR SPACE S fi CR J/8" pR 090" interFayr 1 SORrtrygm ,1 3/16' HEAT STREW O MASS i 1 By Kuroray A^xAca, Inc' I.090' Irtsray.r 3/16' HEAT STREN'D CI 'rcailol PVB \ 1 By 'ku.•orey Mnerica Inc: 3/16" HEAT 9TREN'D GLASS 1 ` SILICONE GE 1200 = DOW CORNING 899 ' i 1 DOW CORNING 995 V Ml I 1 XI. EDGE SPACER ST. STEEL BY-CARDIKkC E4 1' 4i ? I OR DURASFAL BY 'OUANE%' OR O SUPER SPACER BY 'OUANEX' F 5 AT 1/4 POINTS ALL SIZES W . ,LRcI WPE I" OVERALL INSUL L'JA. GLASS OYLY) IN ORDEN TO OUALIFY FOR SMALL M'SSILE IMPACT RATING EXiEFiOR PLY OF CLASS TYPE 'Cl' dr 'Cl' MUST BE TEMPERED. O y. AT 1/4 PCIhTS ON LITES k WIDER TlIAN 38' 7/16" OVERALL LAY. MASS HEAT STRENro GLASS 0I5" Irteriayer Saflex CP With PET Cora By 'Eastman Chorniml Co.' OR 090' Interloyer Saflex Cl— A^,d Color Glass 'Eastnwn Chcvn'.ccl Co,' - OR .090" Irted yer SeMrycks BY Kuraroy America. Inc' OR C90" interlcyor T osifol P48 By 'kc my Am.alcc. Ina' r-3/16' `(EAT STREN'D GLASS N n U mC ;O � I r c H' P .9i ?I W al m E C, NM ao) tvvC, # o m 3 CI SNCONE v� _ O !� �I toll U p 5 CORN:M 899 j }yj U -- 2 0 CORNING 995 _ 1 SILICONE "" cSILI@is�l GE 1200 GE 1200 DOW CORNING 899 i 9i,1 #_ DEW CO.RNINC 899 DOW CORNING 995 M1 \DOW CORNING 995 'a y OPTION T. Gi.A .1'yG DE'f, .-14 nl* XL EDGE SPACER GLASS 'rYPFS 'Cl'"k. DI E ST. STEEL BY 'CARDINAL' '�O $ £Io 8+ CR i1111111rlI Ibr'lan DURASEAL BY 'QJANEIr \ tl'n AAAAi CR RIPER SPACER BY 'OUANEX' ao "'. I c H M5 AT 1/4 PONTS ALL SIZES PRODUCT REVISED k as complying with the Florida GLASS TYPE 'DL' RuDdtng Code NOA-No. 1T-0918.07 1' OVERALL INSUL LAM. GLASS r-- Of (!/� droving no. 11 Eup ,tiyn Date 09rA=02077 TYPICAL INSTALLATION DETAILS _ THESE DETAILS ARE TYPICAT. ONLL FAOUR_ SIDES OF R'INDOW INSTALLATION DETAILS THRIJ IX INSTALLATION DETAILS THRU 2X WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES FLANGE IFLAING ' TYPICAL ANCHORS 2SEE E'.EV. i 11:71�7I 8Y WOWBUCx / FOR SPACING OR Is W006 BUCK q EQUAL LEG �. Y TYPICAL M$.HORS SEE ELEV. TOR SPACING O EQUAL LEG 2BY W000 BUCK OR TYPICAL ANCHORS: SE ELEV. FOR SPACING 1/4' DIAL KW —CON B BY 'H TI' (Fu 163 KS, Fy=157 K5f) 1 X DU_ UITRACON BY 'r 00' (F-177 K5f• Fys155 K9) INTO 1BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/S!LL/",BS) THRU Iffy BUCKS INTO CONC. OR BLOCKS 1-1/4' MIN. EMBED INTO CONCRE E (READ/SILL/JAMBS) 1-1/4" MIN. EMBED !NTO BLOCKS (JAMBS) ' DIRECTLY INTO CONCRETE OR ELDCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAL`/SILL/JAVBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) INSTALLATION DERAILS DIRECTLY INTO CONCRETE 11AM Ja TYPICAL I Y FOR 1114 SUS OR SFI F DRILLING crow (GRACE 2 CRS) INTO MIAM1-OADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-75 M-N.) STEEL: 1/8" THK. MIN. (:y = 36 KSI MiN.) I (STEEL IN CONTACT WITH AummuM To 9E pIATEC OR PAt rEO) 1/c' MAY SHBAS EQUAL LEG .,a C, } J, ANCHORS e CING o INSTALLATION DETAILS INTO METAL STRUCTURES OR INTO APPROVED MULLIONS FLANGE URAL STRUCTURE LQUAL LEG PRODUCT REVISED ee complying with the Florida •uDding Codo NOA-No. 17-0918.07 WOOD SlCK9 LW) ME Expiration Date 0912?12020 MUST•SUSTAIN LOAD' e AND TWI SFER•T�1E1, y Mieml-0a� r uct C • • 000 MCA F DISTANT F% IINTO CONCRETE AND MASONRY s 2-1/2' M-N. IN'10 WOOD STRUCTURE = 1" WIN. I INTO METAL STRUCTURE = 3/4" MII4, • • • • • WOOD AT HEAD. SILL OR JAMBS SC = Q�S•MUL • • I CONCRETE AT HEAD. SILL OR JAMBS rS.= atow C-90 HOLLOW/FILLED BLOCK AT JAMBS f'#1 = 2000 PSI MINI, i \y TYPICAL ANCHORS SEE ELEV_ FOR SPACING �m v �Z n� n� Qk Cgg°yyoII`� (L t u OGgM 00.01 A 011 �o '�OmFd �I NNi � tl v V � A h O W : c C O FN p Q 3FNn• 0 p n r7 n ; � Uo�kl Bg 21;I,9 TAD STRIICTUW NOT B>•scl WDW. —•IMs• —O s�•d g—r•L-A•—••NN-G—*SY�STE—M}b•�TH UIKU U. • • •• da ............. V z • •• 0 omw:,.W10-02 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL INSTALLATION DETAILS THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW JNSTALIATION DELULS THRU 1X INSTALLATION DETAILS THRU 2X WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES FLANGE ADAPTOR I FLANGE ADAPTOR �J E3 I w2 .S I C I 11 All— -SEE ELEV. IST / FOR SP.ACINO WOOD BJCK 2 3/8- MIN. n�t� - 2 3/8' MIN. WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 236'. THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. FIN FRAME ... . . . ••• . • . .. .. . . . .. .. ••• • • • • ••• • • `Y li i 0 WST.�{.1AT1z INSTALLATION DETAILS • • • • 0N DEVILS MT4 METAL 4. F < h 'Ids t DIRECTLY INTO CONCRETE • • • •STRUCTURES OR " APRQWED MULLIONS a flo, FLANGE ADAPTOR • • • FL'ANDE 9DA Pi TOR i i 00 9 w 1/1' MAX 0 r y�j 9! SHIMS p TYPICAL ANCHORS • • � • • • • 7 SI?UCTUVE • • • 0 0 c SEE ELEV. • • • • • • • 0 '� Cij C FOR SPAC MG M2 • • • • • • • •.• � 'd+0A5 tNJ� y D • • • • •L • • I•FOt•SPACING a W ; W • • • • • 1 • • • I J 2 • Lp CO3 0 so 00 MIN. v % � c j�l P WOOD STRUCTURE NOT BY CGI _y TYPICAL ANCHORS: SEE E 1'. FOR SPACING .#8 SL.,`i (GRADE 2 CAS) INTO 25Y WOOD BUCKS OR WOOD STRUCTURES 1-1/4' MIN. PENETRATION INTO WOOD MIAW—DADE COUNTY APPROVED MULLION t MULLION ANCHORS SEE SEPARATE NOA Cr� S �t ��il tN1tn1 UTIAr �o .oic o PIC 1 y _ PRODUCT REVISED T� as o pl Ong with the Florida IYg Cod - {•f - 'it 3 Building a (� � TYPICAL ANCHORS NOA-Me. i7-091aa07 \—SEE CO. Espiratbn Data 09122f202O � 'E aF �1. drering no. FOR SPACING —02 ORN3A• ; • �� CIRCULAR WIMDOM MINT RECT. OR SQUARE WINDOWS ° ° ° °��� °~!-�~° ^����e��- ��� ° 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.miamidade.eov/economv CGI Windows & Doors, Inc. 10100 N. W. 251 Street Miami, Fl. 33172 SCOPE: . . This NOA is being issued under the applicable rules and regulations governing the use of co4str4 on mdterials. The "• •; • documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product C'ontrol:S"Ln 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 r'rQ4juct Control &ction� • • • • (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserbp. i�V right ".11"e this• .... product or material tested for quality assurance purposes. If this product or material fails to fesform in the accepted..;.. ` manner, the manufacturer will incur the expense of such testing and the AHJ may immedsatei5b revoke,•nro&fy, orb • • •.. suspend the use of such product or material within their jurisdiction. RER reserves • ke•ri$ht to revoke this • - acceptance, if it is determined by Miami -Dade County Product Control Section that this product br manial;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 FloriRBuildingCode. ' including the High Velocity Hurricane Zone. 00 DESCRIPTION: Series 11160 Sentinel' Aluminum Outswing Glazed Doors w/wo Sidelites - LIMI APPROVAL DOCUMENT: Drawing No.W13-01 Rev F, titled "Series Sentinel 160 Alum Outswing Door (L.M.I./S.M.I.)", sheets 1 thru of 13 of 13, inclusive sheet 1.1, prepared by Al-Farooq Corporation, dated 01/03/13 and last revised on 02/13/18, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE I?N PACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure ratings single and double doors in sheet 2 , single sidelite in sheet 3 and door mullion in sheet 4. For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly. 2. See glazing option in sheets I and 1_1 and locking hardware options in sheet 9. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall 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. ADVERTISEVMN'r: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews # 14-1015.04 and consists of this page 1 and evidence pages E-1, E-2 & E 3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 Page 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files below) 2. Drawing No.W13-01 Rev D, titled "Series 160 Sentinel Outswing Doors", sheets 1 thru of 11 of • 11, inclusive sheet 9.1, prepared by Al-Farooq Corporation, dated 01-03-13 and last revised on • • • • • • • • • • ; AUCL 05, 2015, signed and sealed by Javad Ahmad, P.E. • • • • • B. • • • ItSTS•(stomitted under file #13-0226.06) 1. TUf feports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • `• • 2 Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 ...... ) t, g • • •; •. •. �.. • 3) Water Resistance Test, per FBC, TAS 202-94(+50.0 PSF, sill S-I only) .. •... • • ...... 4) Large Missile Impact Test per FBC, TAS 201-94 • • • •"" 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 64, 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 • • • • • Tong v6th jV!lnufacturer's parts and section drawing marked -up drawings of aluminum out w/ ' 0 sidelites, by American test Lab of South Florida, Inc., Test Report No. ATLSF-1218.01-12 dated 02/11/2013, signed and sealed by Henry Hatem, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum sidelites, issued by Certified Testing Lab., Test Report No. CTLA 3056WC (sample #3) dated 04/16/2015, signed and sealed by Ramesh Patel, RE C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (51n Edition), prepared by Al Farooq Corporation, dated 10/06/2014, 05/19/15 and last revised on AUG 04, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 and -2009. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No.12-1231.10 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex clear & color glass interlayer", expiring on 05/21/16. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex CP-Saflex & Saflex HP composite interlayer w/ PET core", expiring on 12/11/18. Jorge X Plasencia;P.E. Proazu,ct Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E - 1 CGI Windows & Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5`h Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/23/14, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER :...:. 1. This file NOA revises # 13-0226.06, expiring 08/08/18. • 2. Test proposals approved dated 12/16/14 & # 12-0553, dated 04/2&f:approved by RER. • .... . . • • 2. NEW EVIDENCE SUBM.... . .....ITTED . • • • • • • • • . • : • . A. DRAWINGS .. .. .. • . ...... 1. Drawing No.W13-01 Rev F, titled "Series Sentinel 160 Alum OiMtft Door (I'.M.I./S.M.ra", sheets 1 thru of 13 of 13, inclusive sheet 1. 1, prepared by Al-Farooq Corporal m;dated ; • • • 01/03/13 and last revised on 02/13/18, signed and sealed by Javad.Ahutad, P.R.. : • •. •: • . . • • B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out w/ sidelites, by Fenestration Testing Laboratory, Inc., Test Report No. FTL 17102 dated 05/19/17, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017), prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). orge NL Plasencia, P.E. Prod t Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 E-2 Approval Date: February22, 2018 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5t' Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/23/14, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTqEER •:•"' 1. . This file MDA revises # 13-0226.06, expiring 08/08/18. • 2� • • • Test�ro0 0 als approved dated 12/16/14 & # 12-0553, dated 04/25/12 approved by RER. ...... ...... . . ... . • • �:• NEWVIDENCE SUBMITTED • • •�! • DKA�6'INGS' :' • f. ��� Dravpj"t,�o.W13-01 Rev F, titled "Series Sentinel 160 Alum Outswing Door (L.M.I./S.M.I.)" .... sheep r thtu of 13 of 13, inclusive sheet 1.1, prepared by Al-Farooq Corporation, dated •01/0 )A13 axd last revised on 02/13/18, 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 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out w/ sidelites, by. Fenestration Testing Laboratory-, Inc., Test Report No. FTL 17102 dated 05/19/17, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 60' Edition (2017), prepared by Al Farooq, Corporation, dated 11/13/17, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). orge M. Plasencia, P.E. ProdtWt Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E-2 SERIES SEN ua.srmu•um uui�ntrvL ...... Ult 1T/ IDE rm APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELTTES. SIDE LIIES CAN BE ON ONE OR BOTH SIDES OF DOOR. DOORS WITH STANDARD THRESHOLD APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE 6 REQUIRED. DOORS WITH SADDLE (ADA) THRESHOLD NOT APPROVED FOR WATER INFILTRATION RESISTANCE. THIS PRODUCT WAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REOU RENENTS OF THE 2017 (UM EDITION) FLORIDA BUILDING CODE INCLUDNG HIGH VELOCITY HURPoCANE ZONE (HNi2). 'By OR 2BY WOOD BUCKS k 8" FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILD9IO STRUCTURE, ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMn ED TO STEFL,/MET%L SCREWS, THAT COME KM CONTACT WITH OTHER oiss"M MATERIALSHALL MEET THE REQ RDAENTS OF THE 2017 FLORIDA BLDG. CODE& ADOPTED STANDARDS. THIS FOR PRODUCT SITE SPECIFIC PROJECT, Le. .LIFE SAFETY OF THIS PRRODUCT, ADEQUACY OF STRUCTURE RECEIVING TEES PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY allwNG OFFICIAL 3/T6' ANN. GLASS 075' Sollex CP Wlth PET Core BY 'Eastman Chemical Co; .090' SaRex Oar And Color Glow BY 'Eostam Ch picot Co.' .090 SantryCbe BY 'KuronaY Am•ico, Inc.. 090- Tmtlfof PIS By 'Kuroruy Mwv_, Inc,' ANN. CLASS 4., 1/4 POINTS CLASS TYPE 'A' 7/16' OVERALL ULA& GLASS 995 599 MAZING OPTIONS INMUC' 10N5: USE CHARTS AS FOLLOWS STEP 1 DEMMINE DESIGN WIND LOAD REOUIREMENT BASED ON WIND VELOC(Y, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. ,STEP - FOR SNGLESEE SHEET �ITIES ) AND DOUBLE (XX) DOOR CAPAC STEP 3 FOR SIOEXE PANEL, (0) CAPACITY SEE SHEET 3. STEP 4 FOR SDELITE COMBINATION WITH DOOR SEE MULLION CAPACITY CHART ON SHEET 4. ,STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2. 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. 3/f6' HEAT STREN'D GLASS 075' Sofia. Cp With PET Cora ElItBY $oatmon Chemical Co,' 090' Sella. Coor And Color Glass BY 'Easlmon ChambcW Co.' .090' SentryGlas BY Tummy Americo, Inc,' 09T Trosifol PVB BY %urarey America, Inc.' 6' NEAT SIRFA'D GLASS 995 899 30 \ 1 53 AT 1/4 POINTS CLASS TYPE: 'B' 7/16' OVERALL LAM CLASS PRODUCT REVISED aCamp a p Ged•vAth the Florida NOA1-No. 17-1226.05 FxPimflOn Oat* 08/0a/2023 By MI• • roue on • 4IOWFELQES•ARE BATED TOR •AR4&*D SMALL MISSILE IMPACT. • SHUTTERS ARE NOT REOUIREDP • • • •• • • • • ••• • •• ••• •• • • • •• prrA, FEB 1 5 2018 v��" • • • • • • • • • • • • • • • a OF' •I� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • A E O a O D QC SW D�N to $ O N� % YO K OroWing no. W13-01 44 ASSEMBLY F/STENUTS TO BE INSTALLED PRIOR TD JOINING MATING JAMBS ACCESS HOLE �D DOOR FRAME TOP k BOTTOM CORNER mm, I�f ip 46 V i I ... . . . ... . . . .. .. . . . .. . . . . . . . . . . . . ... . . . . ... . . (441 • • •• • • • H ! �• • •• • •• •• •• G\ �� f L� _ • • • • • • • tiSS*IBLY F/STENFSS TO SESJNSTALLED • • • •PRIG TD JOINING yISWG � `CCx:• � F f x. Q' /` t �t�V/ I O •/ � � �1 • • • • • /'� • • • • A • • I 1 ��2'i I a N • • � • • • I /y}�J i 0 t Q 46 O pw c m u'3 N M i 0 n SIOELRE MATING JAMB CORNER 1 tg SZw TOP k BOTTOM PRODUCT REVISED w complying with th. Florida Bu1lAtng Coda N0/4No. 17.1226.05 Eupintwn O.t. 08108/2023 u g gl�j,z I ell I i ey �RF�� s � Nle uet LonlroT � • rolo� ' 3 " -.g1 FED 5 2018 pc 16 ' TE OF d no....'I ,•yFy �. DL•.•' wing W 13-01 f I I 1 I ANCHORS YPE 'A'. 'W OR 'C' T STILE ENDS MINCES SEE NOTE— X HEAD ANCHORS OIWMN AT STU ENDS ANCHOR TYPE situ 'A' 8' C' B1 1/2' 1/4• 4 4 FRAME WIOIN 4 3/ar 8 6 6 SEE CHART FOR OINMRY T/2• 7 , s• 3• - BOLT SEE ISH&T i I I 3 POINT LOCK SEE SKEET 10 ' 1 `G u ` \ n n \ �r ACTIVE 141d _ --- 8 a, 1 28 1/4' 28 1/4• D.L. CPC. D.L OPG. AT STILE ENDS 4 ANCHORS SURFACE APPLIED SI • OR IpL F m TYPE FALSE MUWITH SADDLE (ADA) SILL AT STILE ENDS MAY BE USEDSED TYPICAL EVATION TYPN_.A.L ELEVATION ( X ) ( XX ) IDNGES: DOOa—QEuQD1S 4• X 4-1/2- BUR HINGES TOP AND BOTTOM HINGES AT 6-7/8• FROM EACH END SWCLE (XI OR DOUBLE (XX) DOORS LOAD CAPACLTY - ! PSP LOCK C_FTS• INTERMEDIATE HINGES EQUALLY SPACED CLASS TYPES 'A', 'B', 'CI', 'C2' k 'C3' SCH SCHLACE (3) MINCES PER LEAF UPTO 35• LEAF WIDTHS (STD. THRESHOLD DH (4) HINGES PER LEAF ABOVE 35• LEAF IgOTHS (STD. 7HRESHOLD) FRAME LEAF THRESHOLD TYPES LOCH SETS R4SUL C1A53 SPACERS CC COPPER CREEK • • y •IWLOEi Pit !EA{ ALL MDTLE (SAOOIf THRESHOLD) WIDTH WIDTH (X% HEIGHT WIDTH STD. Apo SCH CC &DW CXL ASS OUAN OLD - IMIpWIN 000 • 37-1/4- 72" 7O0 aO..O .• •• •• • • 62' 61-1/-p]9-3/4• 600 7O0 600 0.a I00Cwfe Le • ••• ••• ••• •••• •• • • • • • • • • • • ODISPACE QUAN .KOO QUANEX DURASEAL • • • • • • • • • • ,`IL111111�,�. //�Ai NOTE: VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. OWNER SUPERSPACER ; ��•pJ� �; NOTE: FEB 1 5 2018 Y FLUSH BOLTS AND LOCKS MUST BE • •'RODUC V e • • ` • •- NOTE: ENGAGED TO HEAD AND SILL DUMG GLASS CAPACITIES ON THIS SHEET ARE PERIODS of HURRICANE WARNING• • • cotnpl�th tI FlWft • Leg Y ODOR D.LO DIMC • ROA-Np. • •I7-1 •• BASED OR AST'M E1300-09 3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION Y18.Os • • • • • • - D.L.O. HEIGHT - FRAME HEIGHT - 12.875• • Okpimition 9*90810812023 D-LO. • � � •;' • �� DECLARATORY STATEMENT DCA05-DEC-219 WIDTH (X DOORS) - FRAME WIDTH - 13.75• D.L.O. WIDTH (XX DOORS) - (FRAME WIDTH - 25)/2 �' •. j, ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 4 ppr o rT Irawinq no. W13-01 �. RS'RYiI :CCF :IM�LfR':; Yll' UNLOCKED POSITION -V LOCKED POSITON ... . . ... . .. . . . . .. . . . ... . . . . . . . . ... . .. . . . . . . . . 0. Lin .. • • ..0 • • .. • • .. • .. • I Z t • F� n 0 1 m099-91 •• ••• •• • • • •• act � a .Ms 4Za_ JOr� 4aofd c 1 0 R v9 a v3 $ PRODUCT REVISED 47 p as Dahl pewlth the Florida a € F NOA-Na,Cod 17.1226.05 I$ YI Eaplratlm D.to 011108,12023 MIal�Oa. roduct on ro NOTE: FLUSH BOLT AT INACTIVE STILE nlol8 (PARTIAL TOP END SECTION SHOWN. BOTTOM END SIMILAR) u c,;��, _ C FES15nm I019 \rt" ,• +,BT Cf �.gj� I Eraring no. isheetttoft3l !� TYPICAL ANCHORS • SEE ELEVATIONS -ECDE,WST.- FOR SPACING RETE. •CONCIs .' CONCRElp.� 44 I _ 9 x ` � 1 CCNCRd'IE: ." I, e c \1 E DiSi_ ._. TYPICAL ANCHORS `-SE ELEVATIONS FOR SPACING T- MAX. 8EARJ,NC SHIM CCNCREfE.. MASONRY. TYPICAL MCHORS A' LONG SEE ELEV, FOR SPACING. ia�p yJ� �A gac9 PRODUCT C a yyREVISED as comptCVd fth"FlaAd• ' � itu H 2 NOA-No. 17-1226.05 v m P.!tpi=Uoo D.t�t��.08108J2023 — . ar" a r` N MATING JAM8 FASTENERS FOR LOCATIONS SEE DOOR JAMB SPACING ON SHEETS 1 A, 3 L.—. LEAF WIDTH ••• •• • • • •• .. .f • • • • • • • � ,�'J! (7 :1'T NOTE: LIMiT SHAN TQ METAI. STRUCTURE AT,1AMqp0T0 34 • • i i • • � •I%, i f�1 jpj� .__ • • • • • �„ T I VT OF •tSl SCDELITE DF.'TAIISi ,%'s+ v�G/ ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . drawing no. W13-01 ED 8 HARDENED STRENGTH GROUT 5000 PSI 10N. IY CGI WNDOW TRANSFER SIJENJ TO STRUCTURE WARNG SHNS JAL TO CROUT) APPROVED FOR WATER INFILTRATION RESISTANCE ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . ... . . . . ... . . • • • • • • • • •• ••• •• • • • •• • •• • • • • ••• • B1 ° TYPICAL ANCHORS °_EDGE DIST. SEE ELEVATIONS FOR SPACING SADDLF. (ADQ) TURESITOT.n NOT APPROVED FOR WATER INFILTRATION RESISTANCE DOOR DETAILS LIMIT MAX. DESIGN LOADS TO ±70.0 PSF PRODUCT REVISED ` • Je k! WW as compili g with the Florida Bu1ldinB Codda ' 3 S NOA-No. 17.1228.05 0 g Expiration Date 08/08/2023 By Mia ed ro uct Co—n�— 41 0 8 s c . Nl.r' 0592 $ OF 3 5 i `,. I (drowinq no. W13-01 1:62..2.i,Z P..Uff LY.Ya 1 :rcr•N wws:zn 0295w. P S. silty xoNc G.nsoOM, a ,.mD .W'm TCX M cv . CCU ruQ WJ a-eincm: a -MAN:*EWA O=K wan ,met .,;. -� I be �^� 0 Nona: 10 mo rr:.sn.sn UNLOCKED POSMON PRODUCT REVISED ' Ali ` B tidi g rn tth the Florida ' ? 13� . Nod aVo. 17.1226.05 i t �66 g 6 g • • • • • • • • spa Ig I�. • •• • • • • •••M aPr -"� lLl. r w r • • • • • • • • • • •.f to c I ,`Tr 111111/j2� � i • • • • • • •�J •�••' J�GeNS�a •' ;'V '% � j r a Ij • • • • • • •1- 7 r ' • r •., � drowinq no. W13-01 • • _t0ot1J • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i•• ••• . . .. .. . . . .. .. . . . . . . . . . . t ' 1 -- H J / / ] �\IL_- - fir-- FLUS �� SEE • • • 77 a. . .*:II • •LL • - • • • i-=irr�-r • • ill • • u J i 3 ONA LOCK SEE S6NCET 70 1 I r �✓ � J o /1 n �d J I II II II \ __JL__ 11 / 11 \ A IV II it it 1 I ii u u L � n �I TYPICAL ELEVATION f O 1 STDEIM LOAD CAPACITY - PSF OR STAND MAKE STATIONARY PANEL (0) CLASS TYPES 'Cl' CLASS TYPE 'C2' GLASS TYPE 'C3' WIDTH HEIGHT EXT.(+) INT.(-) R T. + NT.(- EXT.(+ INT.-) 30' 13' 36' 37-1/8' 39' 42' 84' 60.0 60.0 600 I 60.0 1 00.0 80.0 60.0 80.0 80.0 50.0 80.0 80.0 80.0 80.0 Sao 80.0 $0.0 80.0 $0.0 80.0 80.0 80,0 80.0 80.0 00.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 50.0 50.0 80.0 1 80.0 30' 3]' 36' 37-1/8' 39• 42' 90' 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.D 60.0 80A 60.0 eo.o 80.0 60.0 80.0 KIT 00.0 80.0 BOA 80,0 90.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 - - 70.0 70.0 30.0 80.0 30' 33' 36' 37-1/6' 39' 42' 96' 00.0 80.0 80.0 80.0 80.0 50.0 80.0 - 80.0 60.0 80.0 6%....0 80.0 50.0 80.0 80.0 ea.o 80.0 -- 60.0 80.0 0 - - 70.0 70.0 6 - - 70.0 70.0 8 SEE CUART FOR QUANTITY " ANCHORS OUANRTY AID STILE At MULLION ENDS ANCHOR TYPE 911Ir A' B ' Y 1/4' 4 4 4 1/2' 7 7 FASTENERS SAME LOCATIONS AS ANCHORS SHOWN ON SHEET 2 �m AcrIYE _ INAL7NE _ 37 1/8" 28 1/4' 2B t/4' 37 t/8' io D.L. OPG. D.L.OPG. .L. OPC. D.L. OPG. 4 ANCHORS SURFACE APPLIED TYPICAL ELEVATION TYPE 'El' 'FALSE MU NMS MAY BE USED ( OXXO AT SOLE AND MULLION ENDS 11 • UVEllir. CLASS INSULATOR ATOR IMCATIONS FOR SIDEI RFc WIDER THAN 37-1�$" ONLY. - ,QQ' h 98' HEIGHTS FOR CLASS TYPES 'C2' 8 'C3' OUANEX DURASEAL h SUPERSPACER NOT ALLOWED FOR CLASS TYPE 'C3' WDNAL XL (UNIT MAX LOADS TO 370.0 PSF) 510E AMSIRE O L0. DI D.L.O. HEIGHT FRAME HEIGHT - 12.875* D.L.O. WIDTH SIDELITE WIDTH - 6' STAND ALONE SIDELRE ONLY D.LO. WIDTH : SIDELRE WIDTH - 4.875 SIDELRE TO DOOR ONLY NOTE: THE FRAME AREA OF ALTERNATE SIZE MUST NOT EXCEED TESTED FRAME AREA = 110.3 SO. FT. � - n 'n p0 W c offing $ in -0 3 n cmg FEB 1 5 2018 .ceNeF •.1 1 PRODUCT REVISED �'N ' ~ as cc m ryIn wlth the norlda - y NOA-No NOMo. 17-1226.05 =9:• ` Expiration Data 08/08/2023 TE ' •k/`/ drawing no. eT �'��,3'S •••°'0r'R�;�� W13-01 MIa a ro et ntro �4�;,a1VAC �� ` .h.�i L 725 �T i -062 I.6IS ,.s90 I oeo .100 1.587j i 4. � 5 ' S.300 Ct DOOR FRAME HEAD/SILL FRAME COVER �'•,.567..y i �2.458� I I 1.825 062 ,.410 �— 1.825 ""-- U -� 70P Ec BOTiOY RAIL 8 Io oeo SILL, COVER �5'�� 476 I .o7s i.465 IT 7 �^ 1.440 .076 1.O6J r 1.755 O O7 HINGE do LOCK STILE SIDELRE TOP k BOTTOM FRAME SIDELITE JAMB COVER .J26- i I 1 r... i .133 .070 r.245 .825 ,. 1s00 - -.t65 .125 l---- - sw 1.080 I-1.822 J w-.116 4.000---,.,I � 0 113 J ASTRAL ��� SHEAR BLOCK SHEAR BLOCK PLATE to PRODUCT REVISED SADDLE THRESHOLD 1.8f 0 -•yI __ •a eam 1yIng ivltH the Florida 1.125 I T Buddl.9 Lode i.679 N04No. 17.1226405 I 1I0 (_ —_-- pay EaPtntlon oat-OBl0812023 482 c9o_ J I 1 oso • • • • • • •BJ• �p I �_S7p I .3f0 ' � • ••• • • • •MI� 'r �tCentro�' L 4.l'00 ; .. ... C.. . . . ...6 t .075- 1)0 GLASS STOP (LAM. GLASS) ,%tli 0 Dip_ 1 FQ/Tfi\ T io- ; 2.M8 t sps 1.465 1.465 .,20 5 _ 11t18 �' At�e ...... �- - .995 .062 • "� � � I � r.z2s .200 �' (cso • • • • ..�� _ II# ��I • • • • • • • • (�Yf�f e li II • • • • '� •{A'A OF DOOR FRAME JAMB SIDl.:) t2/ "' 1.184 F-• •\^\t-Ldrawing no. EUTE FRAME JAMB SIDELITE MATING JAMB \ " p ' o� j� I W GLASS LA-01 STOP (INSUL M, GLASSI 'fi. S/.1„;', y. • •• •• • • • •• •• ••• • • • ••• • • 3/16- TEMPERED GLASS 3/8- AIR SPACE 3/16- ANNEALED GLASS .090' Mtedoyer Salk. Ckor And Cnlor Gloss By 'Eastman Chamkol Co.' f•3/16' HEAT STREN'D GLASS SILICONE DOWSIL BE DOWSIL BE GE-1200 Z \ 3 38 12 \ XL EDGE SPACER ^ I ! 1 ST. STEEL BY 'CMDRYL' OR O '' RASEAL BY 'QUANEX SUPER SPACER BY 'WANEX' \ / KOOISPACE 4SG TPS BY 'KOMMERLING' 53 AT 1/4 POINTS GLASS T'YPEo_CL' 1' MMALL INSUL LAM. GLASS 3/I6- TEMPERED CLASS 3/8' AIR SPACE 3/16- ANNEALED GLASS 075' Inlarlcyer SnRa CP Wlth PET Core By 'Eastman Ch..Neol Co.' 3/16- HEAT STREN'D GLASS SILICONE DOM6IL 995 DOWSIL 899 GE-1200 38 / \ 12 \ 1 XL EDGE SPACER OR STEEL BY 'CARDINAL' aao DURRASEAL BY 'OUANEX' O \ / SUPER SPACER BY 'OUANEX' \ / OR KODISPACE 4SG TPS BY 'KOMMERLING' SJ AT 1/4 POINTS .ACS�E ,c2, I' OVERALL NSIL LAM. CUSS GLAZING OPTIONS ... . . . ... . . . .. .. . . . .. .. a{�v� M ME it Opp • • • • • • • • • V p IJ �4 I cc 3/16- TEMPERED CLASS LL Z 14 .J SO A 4 3/8- AIR SPACE a bclf 3/16' ANNEALED CLAM _ DOW Sentrycs rr A. 1NTERLAYERS� By 'Xuraray America. Inc.' �I .090' Tmailol � C By 'Kuroroy America, Inc.' vp^i HEAT STREWD CLASS 0 Yt �3/16- DOWSILSILICONE DOWSIL 995 0 DOWSIL 899 GE-1200 Wt C =N o - , XL EDGE SPACER ST. STEEL BY 'CARDNAL' C Z 4 +r C) I OR \ O RISEAL BY 'OUANEX' yy�1 _F 2 k' / 'OUANEX' \ SUPER SPACER BY \ / OR / KODISPACE 4SG TPS BY 'KOMMERLINC' 53 AT 1/4 POINTS GLASS TYPE 'C3' 1' OVERALL NSUL LAM GLASS `o s PRODUCT REVISED - 6 es comp) In with th• Florida �• n e ° .OA-N 17-1226.05 [xptrZ hate08/0812023 d Aga _ MIaM r uct on� C �o c ```111luunrEEAAA'' ^ FEB 1 5 1D18 6F .. k g �6/� drawing no. • OF �; .• ";,G� W13-01 WIvim 000R DTH M FRAME SIDUM TO DOOR tVOMES ttchm (STE NOTE BEL 24 tXT.(+) WT.(-) 30 aD.0 80.0 33 80.0 80.0 36 330-3/D 84 80.0 37-I/B 80.0 Bp,O 39 80.0 80.0 42 80.0 80.0 24 BO.D 80.0 30 80.0 80.0 33 80.0 60.0 36 39_3/4 90 80.0 80.0 37-1/8 80.0 60.0 39 80.0 1 80.0 42 60.0 60.0 24 80.0 80.0 30 60.0 80.0 33 60•0 80.0 36 39-3/4 98 80'0 80.0 37-1/8 743 78.3 39 77.2 .. . O n END SEE NOTE. FOR DCAP FOR SIIOOEEUUTTE CAq�SEE SHEET 2 SET FOR SIDE LOWR VALUESM , FROMON CAPACITY SEE CHART p� OR ODOR/DOOR UMLIO�nWIOW RTDWI( PPLY pl ENTIRE SYSTEM. ( �DOOR SME END SEE SHEE7 I ( OXO ) ( uxxo ) PRODUC-r RI NO" p F-Plntbn Dab L a o ..• ...G jCA . • •o �gq • • akwip ;�,,s � �iIS SHEET ARE • • i' D 0 FW•i8"LkI)IRG (3 SEC. GUSTS) c m ^ .. • • . 7 Ri Q'ISSION �NA05-DEC-219 • 22 E2D23 • • • = f TT i Yi - y � � 8 Y ti ' e a •• Ems; ... •�r�s�41fALd W13-01 r tnttn • • s s.• . • sheet 4 of 3 • • • • • • • • • • • •• •• • • • •• •• . .. .. . . . .. . . . . . . . . . . . . r fDUMMY_- • •• • •-r , ------ --- 1 e, • • � • • • 'l.i •^ R' • INACTIVE LEAF h, 2 F CTNE --- DPEwTION wr DEADeOLT • • • • : • e T' _._ _ 0 (YATH KEY �mTW. • • • E•TER109a • ' �— " -- - o EXTERIOR OF THUM6RI�N / t" M, THE a(IETaOR) AGNATES THE THREE-PCINT LOCK MCCHAHISM PION NSTAOLLED� SE, SECTION AT DEADSOLT LOCK SECTION AT LEA LATCH LOCK SF J05 & µLNO FRAME CONNECTIONS SEALED VIITH OE SCS2000 SRICONE SEALANT' CT yinREVISEFlorldawith 17.1226-05 Um God )p'' HSF '• m Date 0 1 81223 INC. 0 FEB 152016 i o ro.l S l..W_13 01 i �nae1_9 of IS 1 c - SUCK %SEE XO cD SHEET I �CONCRSTE• - J L. EEL VAnoNSRS FOR SPACriO W000 BUCKS AND ME-_----�--'—'-------•--__� Al STRUCTURE N07 BY CCI WINDOWS MUST RL'S FE lQADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE -......_-_-'------- TYPE '��-A `T HOPS] SEE D.£v. FOR SPACAYC A.- 161 20 LiL__H TR4^ r F MIN, �G7--�.>ti (Fu-M KSf, Fy+155 KSQ INTO 26Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOW (HEAD/JAMBS) T'HRU 'By BUCKS INTO CONC. OR BLOCKS 1-3/4' MIN. EMBED INTO CONCRETE (HEAD) TYPE I-1/4' MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) 'B'- 1 /4' pti H n Tenn 111N IF""ON AY Irn• (Fu+t)7 1f51 FY+155 KA) DIRECTLY INTO CONC, OR BLOCKS 1-3/4' MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4' MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) TYPE 'C'- ne TFKS OR c INTO M1AM, ELF QRR I IN Sf'R OADE CQUNIY APP� i01N0E 5 CRS) Ck APPROVED MULLIONS INTO METAL STRUCTURES (HEAD/JAMBS) ,)M THREADS MIN. TO EXTEND BEYOND METAL THICKNESS STEEL: 1 /8' THK. MIN. (6063-T5 MIN.) /B' THK. MIN, (FY . 36 KSI MIN.) (STEEL XH CONTACT I"TH ALL7.nNLlH TO BE PLATED OR PAWTEO) TYPICdI DI e���� INTO CONCRETE AND BLOCKS 1 2-1/2' MIN. INTO WOOD STRUCTURE = 1' .MIN. INTO METAL STRUCTURE - J/e' MIN. WOOD AT HEAD OR JAMBS SO = O.SS NIN. CONCRETEATHEAD, � OR JAMBS f,c + 3000 PSI MTV. C-90 ��/FlLLB) BLOCK AT JAMBS 1•m = 2000 PSl MIN. ANCHORS MAY BE HEX OR FLAT HEAD. 29r w000 SUCK OR WOO, STIIYCIURE SEE NOTE SF•EET 7 Q 1 - ICµ ANOHORS LTYpSEE gig FOR SPApNHS PRODUCT yREVISED a B toaA•wlth M• FlOdda NDA-Na 17.1228.05 es see 0 0 t-p1mu."' Oat' 08/08/2023 • • • • • • •6'71 ro uet ou • •• • • • • ••• •• ••• FES1 51018• • •�1„(I111 ,,, Legg X Oba O A Od0 Q M. • • • • • • • • • • A" N ND DooR DETAILS9 no Wt3-0� • • • lllllll t sMeet�s a- xz 13l • • • • • • • • • • • •• •• • • • •• •• 0 •• 0 0 0 000 0 0 ... . . . ... . . . .. .. . . . .. .. 32�.. •-� ,i.• MAX. �� -.J �I S/E• W%.� LOAD SEARING WOOL . . 5H1� i SEE 5 fE1 SHIM ,fjl uOP ��' I _ AC7'NE LEAF �= 00.5 ! TYPICAL INCH I a " -�i--- FOR SPACNG � SEE ELEt'- TYPIGAI. ANCHORS • • • • • • SEE EtEv.-� • • • • • • • V FOR SPACING _-- _-_ - J .1 • • • • • • • • C In _ _ t �_ _ _ •• ••• • • • • • ••'o w S .._.. _._ _ (i �W /. `16jJ5�31� tt 70 EXTERIOY. t------- Ml'rAL,! � a STRUCTURE ^ ou, t /2• MAX. O T N o ''{ LOAD BEARING � i—ri r` �i t^^Y 3Ty1'5 � � � 1/2' MAX. .. -� 1.1 gl 11 wOOO OR SEI _ - it,scTt�E u.AF _ACTIVe LEAF __ MASONRY -.--`-- ._.- ----- _ IYPIU.L ANCHORS nTV- SE tv. ;r•----- __ _ I t to �� _ FOR SPACING i 1 gill u _ __ _ __y�-tee••+ � `TYPICAL ANCjiG15 — j .J '-SEE � ` -,a `y t8 Ci! I D� I FOR SPACSPAC ING ERI O R - - �— �-'- DOCK F-ME 1110TH—_ -------..._ Z01A 2 - PRODUCT REVISED FEB 1 5 (_ �/�`,�,►�• ; � � as comP1' with tho Florida _ , Building ode 17.1226.05 no drawing .— i = ;i ytu, . Gpintion Dato �106l2023 �� •,� —Q 1 . .ok plUm�e fr!' raduct ontrol llOUIi DETAILS �/' �i�tytl�' L-- 19 SPECIFICATIONS Overall Dimensions 64" L x 31-1/2" W (front to back) x 25-3/8" H Water Capacity without overflow 93 Gallons with overflow 75 Gallons Water Depth to top of tub 18" H to overflow 14-1/2" H Tub Weight Uncrated 345 Ibs Tub Rim 1" wide Tub Footprint N/A Faucet Configurations No Drillings All measurements are approximate. Measurements may vary +/. 1 ". 22-1 15-3 1" rim width fSi SIGNATURE HARDWARE 64" Winifred Resin Freestanding Double -Eroded • Slipper Tub •' ...... . ..... .... . ..... ...... .... ..... .. .. .. . ..... 5-3/8" -1/2" customer service: 1.866.855.2284 signaturehardware.com 11/13/2018 ATC Hazards by Location A This is a beta release of the new ATC Hazards by Location website. Please contact us with feedback. effC Hazards by Location Search Information Address: Coordinates: Timestamp: Hazard Type: Map Rests 940 NE 99th St, Miami Shores, FL 33138, USA 25.8663186,-80.1782867 2018-11-13T15:30:03.569Z Wind O'er ---v uiuvi enms center~r / IJE t00th St- �Cl / — -- Q� o` u [Shores Complex NE 991h St m n Ires ion went NE 981h St [Goggle ASCE 7-16 MRI 10-Year MRI 25-Year MRI 50-Year �\,a c� a� liftIf 0�y 4.13 MRI 100-Year You are in a wind-borne debris region if you are a!so within 1 mile of the coastal mean high water line. Risk Category I You are in a wind-borne debris region. Risk Category II You are in a wind-borne debris region. NF.Ah St • •r•••• • •••tire• • • •••••• • • •••}}•• NE 99th St• •••••• •••• NFi1O4 it• e • • e •• ••• •• • ••••••• •••e•• • • NEAthSt •••••• NE-- St • • • • • �Aap r "port a mep error 90 mph 113 mph 129 mph A 139 mph A 157 mph A 169 mph Risk Category III A 181 mph If the structure under consideration is a healthcare facility, you are in a wind-borne debris region. If other occjpancy, use the Risk Category II basic wind speed contours to determ.ne if you are in a wind-borne debris region Risk Category IV You are :n a wind-borne debris region ASCE 7-10 MRI 10-Year MRI 25-Year w `R A 189 mph 90 mph 113 mph MRI50-Year 129 mph hftps://hazards.atcouncii.org/#/wind?address=940%20NE%2099th%2OSt%2C%20Miami%20Shores%2C%20FL%2033138%2C%20USA&Iat=25.866... 1 /2 11 /13/2018 ATC Hazards by Location MRI 100-Year A 139 mph You are in a wind-borne debris region if you are also within 1 mile of the coastal mean high water line Risk Category I A 157 mph You are in a wind-borne debris region Risk Category II A 169 mph You are in a wind-borne debris region. Risk Category III -IV A 181 mph If the structure under consideration is a hea: _hcare facility. you are in a wind-borne debris region. If other occupancy, use the Risk Category II basic wind speed contours to determine if you are in a wind-borne debris region ASCE 7-05 • ASCE 7-05 Wind Speed • • • • • • • • �� 145 mph • • You are in a w.nd-borne debris region • • • : • • • • • • • • • The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building cQd2 JdbQtion pra'c4s•. • Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with49sigra • . • • • • • • • • • Disclaimer • • • ••'• Hazard loads are interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer. Per ASCE 7, islindsand coastal areas outside t11A Ifldt• • contour should use the last wind speed contour of the coastal area — in some cases, this website will extrapolate past the Iadt Ovind%peed gpMtbyr wd therelore, • provide a wind speed that is slightly higher. NOTE: For queries near wind-borne debris region boundaries, the resulting determination is senifte to rounding which may affect whether or not it is considered to be within a wind-borne debris region. While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. .► "1 https:Hhazards. atcounci l.org/#/wind?add ress=940%20N E%2099th%2OSt%2C°/.2OMiam i%20Shores%2C%20FL%2033138%2C%20USA&Iat=25.866... 2/2 12, Project: 940 NE 99 St. Miami Shores, FI. 33138 Date: 11 /13/2018 r Risk Category � Wind Speed Nominal 170 mph area 1 Exposure B �1� V asd mph area 2 Mean Roof Height 12 feet Roof Slope 4.00:12 ASD factor Top of parapet 0 feet Roof slope in degree 18.43 (MWFRS DIRECTIONAL PROCEDURE) Chapter 27.2 Buildings of All Heights MWFRS Walls direction 1 Normal to width MWFRS Walls direction 2 Normal to length windward leeward sidewalls windward leeward sidewalls GCpi + 18.1 -21.0 28 11 GCpi + 18.1 T -21.9 -28.1 GCpi - 31.1 -8.0 -15.0 GCpi - 31�--8.9 -15.6 MWFRS Roof parallel to ridge MWFRS Roof normal to ridge hof distance from windward edge horiz distance from windward edge Windward 7FLeeward 0' 0; 6 -34.2 6.6 0 6 6 12 -17.7 10.8 -24.0 12 -34.2 6.6 -17.7 -17.7 -17.7 10.8 -24.0 10.8 24 0 10.8 -24.0 12 24 24 _ -21.9 6.6 12 24 -15.8 6.6 24 ICOmnonents & Claddina Law Risp Ruildinnc h<Rnl Chan+ar to A Dade County 175 mph Risk Category II Broward County 170 mph Risk Category II http:/twww. atcouncii.orgtwindspeed/ 200 sf Bldg width 56 300 sf Bldg lengtf 64 1 a=5-0" Enclosed WFRS r,avcrc r GCpi + 54.2 lwindward parapet GCpi - -36.1 1 leeward parapet MWFRS Roof Overhang GCpi + 118.1 GCpi- 131.1 !Gable / Hip Roof Components and Cladding Predefined Area area 1 area 2 10 20 50 100 500 200 300 Zone + _ + _ + _ + _ + ! _ + I _ 1 GCpi + GCpi - 11.6 ' -39.1 _ 9.4 22.5 9.4 -38.0 -25.0 -62.6 6.6 19.6 -36.6 -23.5 4.4 17.4 -35.5 4.4 1 .35.5 -22.5 4.4 -35.5 -22.5 49.9 24.6 -26.1 -22.5 17.4 17.4 2 GCpi + GCpi - 11.6 -68.0 6.6 19.6 -65.4 4.4 -49.9 4.4 17.4 -49.9 4.4 24.6 11.6 -55.0 -100.5 -87.5 22.5 -49.5 -42.4 ' -85.4 17.4 4.4 17.4 -36.9 -36.9 17.4 4.4 17.4 -36.9 -78.8 GCpi + 3 GCpi- 9.4 .94.0 6.6 .7 •• • • • ! _• • ' ' '�' •17. --- -65.8 24.6 22.6 -81.0 19.6 -72.4 9 _ I -s5.8 • 17.4 -65.8 4 F GCpi+ G GCpi - 29.7 -46.3 27.8 - 4.4 25.2 -41.9 -28.9 23.3 36.3 -4OtO -77 •012.80•_93'1&8-. • • • 331.!_ • -22.5 • ,21.4 • • 34.4 21.4 -38.1 20.3 -36.9 42.7 29.7 -33.3 40.8 -31.4 38.2 -25.0 40.5 33.3 -23.9 5 GCpi + GCpi - 457.2 27.8 -53.3 -40.3 25.2 38.2 -48.2 -36.2 23.3 36.3 - 4.4 -31.4 18.8 1 -35.6 20.3 33.3 -38.3 42.7 -".1 40.8 31.9 -22.5 -27.5 -25.3 • • •• • •• •• •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FORMS FLORIDA BUILDING CODE, ENERGY CONSERVATION Residential Building Thermal Envelope Approach FORM R402-2017 Climate Zone ❑ Scope: Compliance with Section R401.2(1) of the Florida Building Code, Energy Conservation, shall be demonstrated by the use of Form R402 for single- and multiple -family residences of three stories or less in height, additions to existing residential buildings, alterations, renovations and building systems in existing buildings, as applicable. To comply, a building must meet or exceed all of the energy efficiency requirements on Table R402A and all applicable mandatory requirements summarized in Table R402B of this form. If a building does not comply with this method, or by the UA Alternative method, it may still comply under Section R405 of the Florida Building Code, Energy Conservation. PROJECT NAME Interior Remodel BUILDER: AND ADDRESS: 940 NE 99th St Miami Shores, FL 33138 OWNER: Claudia Colom & Victor Mayorga PERMITTING OFFICE: JURISDICTION NUMBER: PERMIT NUMBER: General Instructions: 1. Fill in all the applicable spaces of the "To Be Installed" column on Table R402A with the information requested. All "Jo Be Installed" )ba?u* fhyst be 1 equal to or more efficient than the required levels. • 000 •• 0000 • • 2. Complete page 1 based on the "To Be Installed" column information. • • • 000 . ' • ••• • 3. Read the requirements of Table R402B and check each box to indicate your intent to comply with all applicable items•• . • • • • 4. Read, sign and date the "Prepared By" certification statement at the bottom of page 1. The owner or owner's agent fht,ltels• sign and datp the form. • • F • • • 0000 • • 1. New construction, addition, or existing building 1. Existing Liuilaing 0000 0000 • • 2. single-family detached or muRiple-family attached 2. Single-family detached • • • .. _ 3. If multiple -family, number of units covered by this submission • 3. _ • • �_ • ...0 • • • • • 4. Is this a worst case? (yes/no) 4. No 0000 • • •� 00 5. Conditioned floor area (sq. ft.) 5. 240 • . • • • 6. Windows, type and area • • • • • • f o a) (factor: NR • • •••••• • 6a. o_ • b) Solar Heat Gain Coefficient (SHGC) •,- • 6b. 0.25 • • 0 • • • • • • t • c) Area 6c. • • • • • 7. Skylights • • • a) l/-factor: 7a. b) Solar Heat Gain Coefficient (SHGC) 7b. ' 8. Floor type, area or perimeter, and insulation: a) Slab -on -grade (R-value) ea. b) Wood, raised (R-value) 8b. 13 1 c) Wood, common (R-value) 8c. d) Concrete, raised (R-value) ' 8d. e) Concrete, common (R-value) 8e. 9. Wall type and insulation: a) Exterior: 1. Wood frame (Insulation R-value) ' gal. 2. Masonry (Insulation R-value) 9a2. 4.1 b) Adjacent: 1. Wood frame (Insulation R-value) 9bl. ' 2. Masonry (Insulation R-value) 9b2. 10. Ceiling type and insulation a) Attic (Insulation R-value) 10a. b) Single assembly (Insulation R-value) 10b. 30 11. Air distribution system: ' a) Duct location, insulation 11a. Attic. R-8 b) AHU location c) Total duct leakage. Test report attached. 11b. House 11c. cfm/100 s.f. Yes ❑ No"/ 12. Cooling system: a) type 12a, Compressor Unit b) efficiency 12b. 15.0 13. Heating system: a) type 13a. Air Handler Unit b) efficiency 13b. COP: 1.0 14. HVAC sizing calculation: attached 14. YesVrNo 15. Water heating system: a) type 158. ' b) efficiency 15b. I hereby certify that the plans and specifications covered by this form are ' Review of plans and specifications covered by this form indicate in compliance with the Florida Building Code, Energy Conservation. compliance with the Florida Building Code, Energy Conservation. Before PREPARED BY: r Date 4/5/2018 construction is complete, this building will be inspected for compliance in I hereby certify that this build g i . co liance with the Florida Building accordance with Section 553.908, F.S. Code, Energy Consery 'on. ' CODE OFFICIAL: OWNER/AGENT: Date: V S Off' Zpl �' Date: 1 FLORIDA BUILDING CODE - ENERGY CONSERVATION, 6th EDrr10N (2017) R-55 1 FORMS TABLE R402A BUILDING COMPONENT PRESCRIPTIVE REQUIREMENTS' INSTALLED VALUES Climate Zone 1 Climate Zone 2 Windows U-Factor = NR U-Factor = 0.401 U-Factor = NR SHGC = 0.25 SHGC = 0.25 SHGC = 0.25 Skylights U-factor = 0.75 U-factor = 0.65 U-factor = SHGC = 0.30 SHGC = 0.30 SHGC = Doors: Exterior door U-factor = NR U-factor = 0.40' U-factor= NR Floors: Slab -on -Grade NR NR Over unconditioned spaces' R-13 R-13 R-Value = 13 Walls': Ext. and Adj. Frame R-13 R-13 R-Value = Mass Insulation on wall interior R-4 R-6 R-Value = 4.1 Insulation on wall exterior R-3 R-4 R-Value = Ceilings' R=30 R=38 R-Value = 30 Air infiltration Blower door test is required on the building envelope to verify leakage <_ 1 ACH; Total leakage = ACH • • • • • test report provided to code official. Test re oriatta8tV. sees Yes 14aLJ • • • • Air distribution system': **see. • • Air handling unit Not allowed in attic • • • Location: • • • • • • Duct R-value R-value > R-8 (supply in attics) or >_ R-6 (all other duct locations) $ • R-Value = •• • Air leakage': • •••• • • • • • • • Duct test Postconstruction test Total leakage <_ 4 cfm/100 s.f. sees Total lea •agt; • • -cfm/100s.f. Rough -in test Total leakage <_ 4 cfm/100 s.f. (air handler installed) <_ Test 6{Rts oh•d. Yes�7 •wev a Total leakage 3 cfm/l00 s.f. (air handler not installed) Locatrep%ion: Location: sees Ducts in conditioned space Test not required if all ducts and AHU are in conditioned space Air conditioning system: Minimum federal standard required by NAECA': • • • • Central system <_ 65,000 Btu/h SEER 14.0 SEER =• 15 sees.* Room unit or PTAC EER [from Table C403.2.3(3)] EER = • • • • Other: See Tables C403.2.3(1)-(11) • • • • Heating system: Minimum federal standard required by NAECA°: • • • Heat pump <_ 65,000 Btu/h HSPF 8.2 HSPF = • • • Gas furnace, non -weatherized AFUE 80 % AFUE = Oil furnace, non -weatherized AFUE 83 % AFUE = Other: COPA Water heating system (storage type): Minimum federal standard required by NAECA6: Electric' 40 gal: EF = 0.92 Gallons = 50 gal: EF = 0.90 EF = Gas fired' 40 gal: EF = 0.59 Gallons = 50 gal: EF = 0.58 EF = Other (describe): NR = No requirement. (1) Each component present in the As Proposed home must meet or exceed each of the applicable performance criteria in order to comply with this code using this method. (2) For impact rated fenestration complying with Section R301.2.1.2 of the Florida Building Code, Residential or Section 1609.1.2 of the Florida Building Code, Building, the maximum U-factor shall be 0.65 in Climate Zone 2. An area -weighted average of U-factor and SHGC shall be accepted to meet the requirements, or up to 15 square feet of glazed fenestration area are exempted from the U-factor and SHGC requirement based on Sections R402.3.1, R402.3.2 and R402.3.3. (3) One side -hinged opaque door assembly up to 24 square feet is exempted from this U-factor requirement. (4) R-values arc for insulation material only as applied in accordance with manufacturer's installation instructions. For mass walls, the "interior of wall" requirement must be met except if at least 50 percent of the insulation required for the "exterior of wall" is installed exterior of, or integral to, the wall. (5) Ducts & AHU installed "substantially leak free" per Section R403.3.2. Test required by either individuals as defined in Section 553.993(5) or (7), Florida Stances, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes. The total leakage test is not required for ducts and air handlers located entirely within the building thermal envelope. (6) Minimum efficiencies are those set by the National Appliance Energy Conservation Act of 1987 for typical residential equipment and are subject to NAECA rules and regulations. For other types of equipment, see Tables C403.2.3(1-11) of the Commercial Provisions of the Florida Building Code, F_nergy Conservation. (7) For other electric storage volumes, minimum EF = 0.97 - (0.00132 * volume). (9) For other natural gas storage volumes, minimum EF = 0.67 - (0.0019 * volume). R-56 FLORIDA BUILDING CODE — ENERGY CONSERVATION, 6th EDITION (2017) FORMS TABLE R402B MANDATORY REQUIREMENTS Component Section Summary of Requirement(s) Check Air leakage R402.4 To be caulked, gasketed, weatherstripped or otherwise sealed per Table R402.4.1.1. Recessed lighting: IC -rated as having <_ 2.0 cfm tested to ASTM E 283. Windows and doors: 0.3 cfm/sq. ft. (swinging doors: 0.5 cfm/sf) when tested to NFRC 400 or AAMA/WDMA/CSA 101/I.S. 2/A440. Fireplaces: Tight -fitting flue dampers & outdoor combustion air. Programmable R403.1.2 A programmable thermostat is required for the primary heating or cooling system. thermostat R403.3.2 Ducts shall be tested as per Section R403.3.2 by either individuals as defined in Section 553.993(5) or (7), Florida Air distribution system R403.3.4 Statutes, or individuals licensed as set forth in Section 489.105(3) (f), (g) or (i), Florida Statutes. Air handling units are not allowed in attics. Water heaters R403.5 Comply with efficiencies in Table C404.2. Hot water pipes insulated to >_ R-3 to kitchen outlets, other cases. Circulating systems to have an automatic or accessible manual OFF switch. Heat trap required for vertical pipe risers. Swimming pools & spas R403.10 Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70 % of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermall • • efficiency is 82 % . Heal pump pool heaters minimum COP is 4.0. • • • • • • • Cooling/heating R403.7 Sizing calculation performed & attached. Special occasion cooling or heating capacity requik9 separate syst*Wpr • J equipment variable capacity system. 00000. • • Lighting equipment R404.1 At least 75 % of permanently installed lighting fixtures shall be high -efficacy lamps. 00000.0 •• 0000 •••• • • FLORIDA BUILDING CODE — ENERGY CONSERVATION, 6th EDITION (2017) R-57 Interior Remodel HVAC Load Calculations for Claudia Colom & Victor Mayorga 940 NE 99th St Miami Shores, FL 33138 RHVACWAC R>�sID$N1ZAL. LoADs Prepared By: Lillian Gonzalez Goarch Engineering, Inc Thursday, April 5, 2018 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. goes g eggl :0 •• •s• 4, Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lillian Gonzalez Interior Remodel West Palm_Beach. FL_41 Pag Project Report General Psojea nfonmat'lon Project Title: Interior Remodel Designed By: Ana Colom Project Date: Thursday, April 5, 2018 Client Name: Claudia Colom & Victor Mayorga Client Address: 940 NE 99th St Client City: Miami Shores, FL 33138 Company Name: Goarch Engineering, Inc Company Representative: Lillian Gonzalez I Desi n Data Reference City: Miami, Florida Building Orientation: Front door faces North Daily Temperature Range: Low Latitude:* • • 25 Degrees • �levatior►:• • : 7 ft. Altitude Fatter: • • 1.000 • • .... 00 • • 'Outdoor Outdoor Outdoor Indoor Indoor Grains •; .••• •••WbjBul12 Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference C•1Qli nter:• ... • • • "' 47 44.1 n/a n/a 70 n/a •,Jummeri • • go 0 0 90 77 56% 50% 75 55 �. gee. Check_ Figures • • "' Total Building 8upplyCFM' 1,249 CFM Per Square ft.: 0.695 Square fit.• V room Arch: 1,798 Square ft. Per Ton: 630 0 e Volume (ft3l Of ond. Spdce: 14,383 Total Heating Required Including Ventilation Air: 26,814 Btuh 26.814 MBH Total Sensible Gain: 30,222 Btuh 88 % Total Latent Gain: 4,002 Btuh 12 % Total Cooling Required Including Ventilation Air: 34,223 Btuh 2.85 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Thursday, April 5, 2018, 1:26 PM Rhvac - Re'sidential & Light Commercial HVAC Loads Elite Software Development, Inc.i Lillian Gonzalez 0Interior Remodel West Palm Beach. F a- 415 Pages Total Building Summary Loads Component 1A-cm-o: Glazing -Single pane, operable window, clear, metal frame no break, u-value 1.27, SHGC 0.75 11 P: Door -Polyurethane Core 13A-4ocs: Wall -Block, board insulation only, R-4 board insulation, open core, siding finish 18B1-21c: Roof/Ceiling-Roof Joists Between Roof Deck and Ceiling or Foam Encapsulated Roof Joists, Spray Foam Insulation, White or Light Color Asphalt Shingle, Any Wood Shake, Dark or Medium Color Tile, Slate or Concrete, Light or Unpainted Metal, Light or Silver Membrane, Light Tar and Gravel, R-21 closed cell 2 lb. spray foam, 3.5 inches in 2 x 4 joist cavity, 1 inch on joist 19A-13p: Floor -Over enclosed crawl space, No insulation on exposed walls, sealed or vented space, passive, Area _ uari 260.8 20 1604 1797.9 1797.9 Sen Loss 7,621 133 5,277 1,902 1,968 Lat ain Sen _Gain 12,585 174 4,425 2,977 Total _Gain 12,585 174 4,425 2,977 d.'. 1,283••..' 1,283..... Y R-13 blanket • • •: •' ...... +• .....+ Subtotals for structure: 16,901 0.... 21,444 21,444 People: 3 60b.... • "' `. 1,290• •": Equipment: AYY.. 6.69 '�;I•+ Lighting: 0 ..'.. • �0 . ". •0 • • Y' Ductwork: 7,609 1,624..0. 7,291"" 8,9t6•••Y Infiltration: Winter CFM: 91, Summer CFM: 48 2,304 1,718 791 2,569 t • Ventilation: Winter CFM: 0 Summer CFM: 0 0 .0 : OY.:. • fl•�:. Total Building Load Totals: 26,814 4,06t• * •� 30,22Z 34,Jb&. Check Figures Total Building Supply CFM: 1,249 CFM Per Square ft.: 0.695 Square ft. of Room Area: 1,798 Square ft. Per Ton: 630 Volume (ft') of Cond. Space: 14,383 [13—uildina Loads Total Heating Required Including Ventilation Air: 26,814 Btuh 26.814 MBH Total Sensible Gain: 30,222 Btuh 88 % Total Latent Gain: 4,002 Btuh 12 % - Total Cooling Required Including Ventilation Air: 34,223 Btuh 2.85 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Thursday, April 5, 2018, 1:26 PM Rhvac -Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lillian Gonzalez Interior Remodel West L._TU 15 Esgp System 1 Room Load Summer l Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No —Name SF Bluh -CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 1 Main 1,558 22,464 292 10-6 550 23,762 1,989 1,080 1,080 _ 2. New —Master —Bath— _ 240_ — 3,730 _ _ 48_ 8 - 3,709 389 169 169 Duct Latent 653 Return Duct _ _ _619 _-- _ __ __ __ ___ __ _2,752_ 971 System 1 total 1,798 26,814 340 30,222 4,002 1,249 1,249 System 1 Main Trunk Size: 5x7 in. Velocity: 695 ft./min i Loss per 100 ft.: i 0.155 in.wg Duct size iasults above are from Manual D Ductsize. JRunoL]' AxA velocitiftardnot printed with duct size results from Manual D Ductsize since they can vary within the room. • • • • • See the Manual D Ducttlze report for duct velocities and other data. I ISO •�Q�lin-9�x�.;.�3�. i • •, ... • Cooling Sensible/Latent Sensible Latent Total • • I ' . „�Qrts Split Btuh Btuh Btuh • • • 'Met Req jed:• r • • • • 2.85 ••�•oActual:•••�•• 88% / 12% 30,222 4,002 14,100 34,223 47,000 ..••• 3.92 70%/30% 32,900 ... ...... • I [Equipment Data_• • • Type: ••. . Heating System Electric Resistance Cooling System Standard Air Conditioner • •I'vlpdel: . . • • •• FE4ANF005 • Indoor Mor%1:•• 38TDBO48 Brand: CARRIER Efficiency: 0% 15 SEER Sound: 0 0 Capacity: 0 Btuh 47,000 Btuh Sensible Capacity: n/a 32,900 Btuh Latent Capacity: n/a 14,100 Btuh Thursday, April 5, 2018, 1:26 PM [J 5PLIT 5Y5TEM EQUIPMENT 5CHEDULF CONDENSING UNIT MAN. 4- MODEL # N.TON5 CAP 5TAGE5 5EER REFRIG LIQ/5UCT VOLT/PHASE CARRIER: FE4ANF005 4.0 1 15 4. I Q_q 3/8-7/8 208/230/ I AIR HANDLER MAN. * MODEL # TC (BTUH) 5C (BTUH) TOTAL CFM E5P M.G.) HEATER KW VOLT/PHASE 47.0 32 9 1200 .5 8.0 205/240- I CARRIER: 38TDBO48 NOTE: ALL NEW EQUIPMENT A5 5PECIFIED OR EQUAL