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WS-18-3164Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Inspection Number: INSP-000884-2018 Permit Number: WS-10-18-3164 Scheduled Inspection Date: October 22, 2018 Inspector: Naranjo, Ismael Owner: ROBERT HANNA Address: Project: Permit Type: Windows/Shutters Inspection Type: Building Final Work Classification: Window/Door Replacement 813 NE 97TH ST Miami Shores, FL 33138 Contractor: OASIS SHUTTER INC YOANDYSRODRIGUEZ Phone Number: Parcel Number: 1132060142590 Phone Number: 3055525000 Building Department Comments REPLACE EXISITNG WINDOW AND DOORS TO IMPACT 1 WINDOW &2 DOORS Checklist item General Comments Passed False Comments Inspector Comments Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. October 19, 2018 For Inspections please call: 305-782-4949 Page 35 of 41 Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Permit NO.: WS-10-18-3164 Permit Type: Windows/Shutters Work Clossf/lcatirm: Window/Door Replacement Permit Straws: Approved Issue Date:10/17/2018 I Expiration: 04/15/2019 Parcel Number 813 NE 97TH ST, Miami Shores, FL 33138 1132060142590 Contacts ROBERT HANNA 813 97 Owner Description: REPLACE EXISITNG WINDOW AND DOORS TO IMPACT 1 WINDOW & 2 DOORS Fees Amount Application Fee - Other CCF DBPR Fee DCA Fee Education Surcharge Scanning Fee Technology Fee Windows/Shutters Fee Total: $50.00 $3.60 $2.00 $2.00 $1.20 $9.00 $3.25 $80.00 $151.05 OASIS SHUTTER INC YOANDYS RODRIGUEZ 8075 NW 98 ST, HIALEAH GARDENS, FL 33016 Business: 3055525000 Other: 3052995616 Contractor Inspection Requests: 305-762=4949' Payments Total Fees Check # 5997 Check # 5996 Amount Due: Date Paid 10/17/2018 10/16/2018 Amt Paid $151.05 $101.05 $50.00 $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating nstruction and zo ing. Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / cant / Contractor / Agent Date October 17, 2018 Page 2 of 2 w BUILDING 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 FBC2onb Master Permit No. WS O ' 31b4 PERMIT APPLICATION Sub Permit No. IUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION El RENEWAL PLUMBING MECHANICAL 0 PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: %� F ck jc City: Miami Shores County: Miami Dade zip :3313 D Folio/Parcel#: V�' �C 1"— to V Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 91- 0e VV. "OL xv Phone#: Address: \� N E City:\am \(i0c' State: t'\v�h i\&X Zip: Tenant/Lessee Name: Phone#: Email: �c� C, p� (� (� \ CONTRACTOR: Company Name: )Vtc��� 0\.1% e1 , • Phone#:( b 51 5)00 Address: t t, t V V V Rp 9r city: \\La\ AN�-Q(15 State: ( CNN 3�0� Zip:t �y Qualifier Name: �"�iOY\.T.F2.-G State Certification or Registration #: DESIGNER: Architect/Engineer: Phone#: Address: 1� �\ City: State: Zip: Value of Work for this Permit: $ . )' a .C) Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ News eINX a Repai /Replace ❑ Demolition Description of Work: % \ 4a - K\ \V VvylU��}��' �, (\DVS'\-'V \ sC Phone#: (i ��� cj' Certificate of Competency #: UnraC04 Specify color of color thru tile: Submittal Fee $ 5O Ft9t18 Permit Fee $ 13`J�/� v +oQ CCF $ 3 .60 CO/CC $ Scanning Fee $ 9 Radon Fee $ 2 DBPR $ 2 Notary $ Technology Fee $ 3 25 Training/Education Fee $ (• 2.0 Double Fee $ Structural Reviews $ Bond $ Q� TOTAL FEE NOW DUE $ IO I • 0 S (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature) a?..e..,vt A, OWNER or AGENT The foregoing instrument was acknowledged before me this )j day of A �`� , 20 ` , by QDeA Ac m , who is personally known to me or who has produced II St3O ! )q ' 67.. _�c1 i' 0 as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: Mr-up' \LYN SAVON MY COMMISSION # GG050962 EXPIRES November 29, 2020 Signature CONTRACTOR The foregoing instrument was acknowledged before me this Aday of � ' vim] , 20 A , by `ban W, \who is personally known to me or who has produced 11 r o. v vi %' ,v as b identification and who did take an oath. NOTARY PUBLIC: Sign: (1,041 Print: ckNitcn Seal: ***************************************************************, APPROVED BY .:►'v°ug • EVELYN SAVON :'E MY COMMISSION # GG050962 ********** Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Qualifier/Owner Signature sAse . 0a 4 Art ,rt A c.L Date Print Name Notice to Owner — Workers' Com p Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature Owner State of Florida County of Miami -Dade The foregoing was acknowledge before me this day of AL)vT , 20 V6 . By \2 k w . 't O(f. who is personally known to me or has produced 5'"�� ' �7_ O as identification. Notary: ku1 y1 SEAL: IIIJJJ :'•� EVELYN SAVON .`ii MY COMMISSION # GG050962 EXPIRES November 29, 2020 a., OASIS SHUTTERS, INC. Impact Windows & Dom Licensed & Insured 8075 N.W. 98 Street, Hialeah Gardens, FL, 33016 Tel. (305) 558-5000 Fax. (305) 558-5004 E-mail: Sales r@i oasishurr caneshutters.cam www.oasishurrieaneshutters.com Date: %` rh\ D State of: County of:se, Before me this day personally appeared NV.% deposes and says: OM INC. 1 who, being duly sworn, That he or she will be the only person working on the project located at: s\3 N E ck— Mko"\S ie V1.33\34g rract°or Signature Sworn to (or affirmed) and subscribed before me this -A day of ,20 VT, , by yin 1 \GV Personally known: OR Produced Identification: V3(0.—Ctief,b .% 33 b— 0 Type of Identification Produced: VON :Y EOMMSSION#GGG050902 `' M g 2020 '?�• EXPIRES November 29, N y SqnAute 6/29/2018 Property Search Application - Miami -Dade County OFFICE OF THE ROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-014-2590 Property Address: 813 NE 97 ST Miami Shores, FL 33138-2527 Owner ROBERT W HANNAU Mailing Address 813 NE 97 ST MIAMI SHORES, FL 33138-2527 PA Primary Zone 1100 SGL 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 2,185 Sq.Ft Living Area 1,690 Sq.Ft Adjusted Area 1,938 Sq.Ft Lot Size 8,400 Sq.Ft Year Built 1951 Assessment Information Year 2018 2017 2016 Land Value $251,831 $251,831 $218,531 Building Value $139,381 $140,505 $141,629 XF Value $32,329 $32,700 $33,070 Market Value $423,541 $425,036 $393,230 Assessed Value $168,649 $165,181 $161,784 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $254,892 $259,855 $231,446 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $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 PB 10-37 LOT 14 & W1/2 OF LOT 15 BLK 73 LOT SIZE 75.000 X 112 OR 16326-0391 0494 1 Generated On : 6/29/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $118,649 $115,181 $111,784 School Board/ Exemption Value $25,000 $25,000 $25,000 Taxable Value $143,649 $140,181 $136,784 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $118,649 $115,181 $111,784 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $118,649 $115,181 $111,784 Sales Information Previous Sale Price OR Book -Page Qualification Description 04/01/1994 $135,000 16326-0391 Sales which are qualified 12/01/1988 $129,500 13918-1835 Sales which are qualified 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: Construction Trades Qualifying Board U 1E S CERTIFICATE OF COMPETENC JIMMY PATRONIS CHIEF FINANICAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 5/17/2018 PERSON: YOANDYS RODRIGUEZ FEIN: 650991100 BUSINESS NAME AND ADDRESS: OASIS SHUTTER INC 8075 NW 98 ST HIALEAH, FL 33016 SCOPE OF BUSINESS OR TRADE: Door and Window Installation Sheet Metal Work - Li All Types 0 Residential and Installation & Drivers Commercial EXPIRATION DATE: 5/16/2020 EMAIL: OASISSHUTTER@AIM.COM IMPORTANT: Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS? (850)413-1609 tTIFI ATE OFLIABILITY-IN URANCE DATE I YYYY) ... 6/2912018 THIS. CERTIFICATE 18 1$SUED`AS'.A.MATTER OF INFORMATION. ONLY AND CONFERS NO RIGHT -UPON THE CERTIFICATE HOLDER:-,THISCEit'I'IF'IGATE OOEs NOT TAFFIRMATIVELY',OR N GAMELY. .:EXTEND O 2IALTER'THE.,COVERAGE=Ah"I"OROE0'BX` THE POLICIES `RELOi�I: THi$'CEiktiu'ICAt'E t ....OkittstAtece, 'Does' NOT CONSTITUTE A CONTRACT`EIETWEENjTHE ISSUING INSURER(S),AU NO izED; REPREi3ENT,' ROMUCER AND THE CERTIFICATE HOLDER rv� , ° , ' . ATIVE'OR P` -IMPORTANT; TANT Mt* setthIcataRolderils. an AOOITION*L INSURED, the itoticyliea} rnust•be endorsed. If SUBROGATION IS,VNAIVIETI; subject to, tn.:tonne and coed tfdns of the'pol!cy, attain poilcies' may meek* an endorsement A statemerrt'on this certificate does not nonfat rigs to the • tirtifcat. hoie�; in of seen a) •5 y dorrrh+4t SONIA RODRIGUEZ r s P Fam:'•(395)557.2323 y _i !'I,VsC: p3_ t tl3}920 2ti38 st,redroaditioutei usabeilsouth:nel • p" `:-`s �'j'f .7 ` iNsuamt(S Aoroaolao covemoE NAM GRANADA INSURANCE COMPANY MICYait ER• - Exm •' •Red Road Insuninee & Semites, ine 10103 W Okeech tie Road M Hialeah Gardens. FL 33016 • D 7 - a Oesis sbutuus it C., $075 NW 9a t :, v>� d0', • THtS i5 TO CERTIFY INAT THE POLICIES 1 OF.'I NCE:'Lt$T i) BELOYY HAVE £SEEN ►SSUED TO THE INSURED NAMED AGOVE 'OR THE POLICY PERIOD €IVISiCAT'EO:NOTVI+ITHSTANDING MY;:RECIARtMI Nt; TEi it 0 i oiioir t OF ANY C NI"tiACT OR OTHER DOCUMENT PATH RESPECT TO WHICH THIS, t R17E€CATE'MAT'8E'ISSUED OR MAY PERTAIN.THE. IN URANOC'+ PCirc131zTi'BY THE POLICIES DESCREIED HEREIN Is.sLIEIJECT TO ALL THE TERMS.- €xc UEICE IS AHD CONINTIONS Of'<SUCH POLICIES UV VE SPAN REDUCED 8v PAW CLAIMS -" ' :i• iYae +;uNce e rran ip'41ai tea,• Y -: .;$iItVD4�i If�.YYi s' Y� a� 1 t • ?iCN t C{9i2RENC :r, Oi i.Oq a X �L�MMENt IAf OE M. i ii48111TY +—� �" t MCA tEe pr3rewloej . 10t1.0ob.t)t1 el,Wuis MAoE „ ' ax +; 0135FLQut718909' " gk 4 04i30/20I8 'tiA/3(i12t31H r�En E.XP W+�anr�rrma>,I p�rtcVN xr xOV HlJttrtY S5,000,00 S :_ �a00,b00 00 $ 1 000,000o0 ' - . 3 } ENERAI AGCIRE ATE GfNI._A4$Rt 0ATE LOAM ,APPIAES PER:,, r. __ , •9 rPRODU(iT COMP )P A000 f 2,000t000.00� AO Oaf LiAams-q.-"- •- ,> :;,a i - A c�3MIANEQ13.4Gt.E UMif , • AN Y Atli° ALL•C4No p AUfi ^ :. p @$., � .. �•: ..�, • ' i".. prrwn). BOUILY 7iwNRY (PotsaPWanOj li3Aiiit%HOWL) L $ .` $AUiQ$ , W ifir�kE.LA1JAii'.0 x,. ur `. '�OCC.UR^ ``• . - : e , -.. EACw OCCt7f{12C8 $� LiAs !.. ' i;GLAfiiS MApfi AMREL3AFI .- i .. 3- r i � ff�T . , d ri�1"Ei�'i{iYiV ... » Yri7R€i iiGC PLI I1TiON ' i YiN ,: ` - WC 6TATU1 CY'r, iYiJMIhJ� Nd r3Ffl(�it EX DI . .y N F E.L. EAC7t AC 1DEl T- .{{Et. Dyy1pq�,-tl{NCii61E ut18a7x UE$C,FIPTi4NCir OF'Efi14TKi1' '3Pgkrw . -: " �' - .. ...:. :. - 4lSl FAEMPiCStE'E,,$ ( I".l. L�t&FASE • P?!'3L1E Y tIMIT . x E n_ _ .r.__.. Contractor 5 4. 1C$°'0 Ei6fYtCllBiLOCAiNbYlstVEiIf.tEd.IAiprChliG11Cii4R.aYQ#3k11it#iarrarka$eft4dW03rmr9Yifg8¢1l$=tlbtMdi License: 09B50. 0294 7 3`n Miami Shoran Village • "Building Department, 10050'N.E. 2nd Avenue Miami'ShoreL,,FL-33138' CANCELLA' N. SHOUt A,OP=ri t ABOVt DESCRIBED PO LICIES OLICIES BE LANt i t ED BEFORE, ' 1,,;HE EXPIRATION;; OATEP•THEREOF, 'NOTICE c`,VYILt:- BE CEUVEREO is`. ACCORDANCE WITH THE P,oucy PROVCSiON$. *rtsoRIZEC ttEPRE$Ei &ONIA R{ RItaU TION.Alli tit rd$erved' OASIS SHUTTERS, INC. Impact Windows & Doors Licensed & Insured 8075 N.W. 98 Street, fah Gardens, FL, 33016 Tel. (305) 558-5000 Fax. (305) 558-5004 Salestoasishurricaneshutters.com Date: 6/18/2018 Customer name: Maria Hannau Address: 813 NE 97 ST, Miami Shores, FL 33138 Contact No: (305) 336-1987 @et PURCHASE ORDER swims ova 1. Scope of Work: Furnish and install .r,'�.+..'�F:.���'�y� All materials are Dade -County Approved and in strict compliance with the Florida Building 6th edition 2017. Dimensions and quantity are as follows: * Window Types (HR = Horizontal Roller, SH = Single Hung, PW = Picture Window, FD = French Door, SGD = Sliding Glass Door, CS=Casement, D = Designer) 2. Delivery. The goods will be delivered in This is an approximation. No delay in delivery will give rise to any liability for damages. The customer waives and releases any such claim. Customer will not be entitled to consequential or incidental damages. All claims will be limited to the cost of goods and the labor provided. 2.1 Inspection. Upon delivery customer will inspect the goods and will inform Oasis Shutter by reasonable means of any defects. If the customer fails to inform Oasis Shutter of any defects upon delivery then it will conclusively be deemed a waiver of that claim and customer will have waived any rights to reject the goods or revoke acceptance of the goods. 3. Payment Terms. upon contract becoming effective and inspection from the city building department. Page 1 of 2 after approved 3.1 Default. Failure by customer/ owner to pay for the goods resulting in collection by Oasis Shutter will subject the customer/ owner to attorney's fees, court costs, and interest at the highest legally permissible. Upon default all payments from date of default will bear a 18 % interest rate. 4. Governing Law. All disputes between parties will be subject to the jurisdiction of Miami -Dade County, Florida. The rights and remedies set forth under F.S. 713.05 will be deemed incorporated in any order by customer/ owner. By signing this contract I'm acknowledging that I have reviewed it and I'm voluntarily and knowingly agreeing to its terms and conditions. I further acknowledge that I must make the agreed payments as specified by the contract. Sign:_xv (Customer/ Owner) Print: Y R A ,C n ,ex Date: wti-e r 2 f (Oasis Agent) Print: Yoan Rodriguez Date: 06/18/2018 Page 2 of 2 Construction Cost Verification Form This "form shall be used to approve the value of the work being performed as determined by the Building Official for the purposes of building permit fee determination. A copy of the contract will be presented tothe Building Department at time of submittal and kept on file with this verification form. In lieu of providing a contract, or if a discrepancy in contracted amount your actual cost of contracted services, for the purposes of building permit fee determination, will be determined based upon the City's Building Department's Cost Calculation (see below) utilizing R.S. Means as approved by the Building"Official per 2014 FBC Section 109:3. Type of Construction Residential Z. Commercial El PROJECT NAME: V1.� PROJECT ADDRESS: CONTACT NAME: PHONE NUMBERL 5�- Building Use:\ I," (ie. single family, multi -family, hotel, warehouse, office, etc.) Brief Job Description: ;:\ NN A\ b.1•4 C) \Ct al 1,\ss%\5 , , hereby submit the following contract as evidence of the project's true cost, or request the fee calculated, as I have indicated below. I ant the owner or I have been given authorization from the property owner to use the method indicated to calculate my fee. I understand that this form becomes a part of my application, and I am consenting to the fee calculated by the method chosen in accordance with the Building Department Fee Schedule. I understand and agree that any error, misstatement or misrepresentation of material, fact or expression of material, or any change in the accompanying contract (if applicable) made subsequent to the issuance of a permit in accordance with the application and this form, without the approval of the Chief Building Official, shall constitute sufficient grounds for the revocation of such permit. Instances of fraud shall be prosecuted to the fullest extent possible under the law. This form'and the attached contract are true and correct to the best of my knowledge and belief. C61\\\\ * Signature Contractor, Owner or Owner's Agent Date FOR BUILDING DEPARTMENT USE ONLY DATE RECEIVED: PERMIT CLERK CONTRACTED AMOUNT ACCEPTED: COST CALCULATION (IF APPLICABLE): RS Means Square Foot Cost Construction Type Square Footage Cost per Square Foot Total Construction Cost approved by: the Building Department CHIEF BUILDING OFFICIAL DATE REVIEWED: OFP 7a� 0 Q FP tCXO2b 7dXgo hri ,I1/IN2 AP6A CO 1,0/i)cioW 9,V5/E,1 S (AS GUI AJ2 Zoo' 'EeIES 6.00 / NM-- I!- CIASS cy fR14 4w A / T6 /_ 9./_ 3 Edo w,Nd viw 9's76m s win/claw d z tXe�N ou> U Z.co 3aa �u.l a o r`i — / 7 - // a c D d)A, s S GREY ffAA,/E uA/r.0 N0 j3td ft4,vM. I -*elk.— • • — — .. d ... •... . . ... • . . .. .. • •• •• �• • • • • X • .•.. D • • • .. • 0• • • • • • •. • 7d X io X - 3 • •• • • • • • • • • • Ni4/0 /14 /141/4& 69/3 EVE 9isT //1i444l sAolet RAMMS ENGINEERING, INC. 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2017 `N"/ Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7-10 WIND CODE c/, ,} r(''. DESIGN WIND LOADS IN PSF. Kd = .85--»``*,` FOR 175 MPH WIND ZONE Interior & Exterior Zones (4&5 - Walls Positive Pressures Exposure C For the 175 mph Wind Zone , CATEGORY-2 BLDG/ Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet\ 10 • 20 30 40 50 ',' 60 . 1.00 0.95 0.92 0.89 /0788», `,N _.:_..-0.86 ' 15 640.4., 38.5 37.5 36.7 / 36.1 \ \ 35.7 20 42.7 40.8 39.7 38.9 N 38 A31 J 37.8 25 44.6 42.6 41.5 40.6/ - 40:0,,: ',41.7 .::.: .•. 39.4_ _ _ 41. b::: 30 46.5 44.4 43.2 42.3 40 49.4 47.2 45.9 44.9\'- ,44.2 ' 43.6 . 50 51.8 49.4 48.1 /47.1 d 46.4 .••••. 45.-t... 60 .,. 53.7 51.2 49.8 C \48,8'_ 48.1 ...... 47.4... Interior Zone (4 - Walls) Negative Pressures/ <" ) , • • . • Exposure C For the 175 mphf ind Zone CATEGQRY2 BLDQ••, •Effective Height (Maximum) Wind Area (orkTributary Area) in Square1eet ••_. 10 20 < 30�' 40 50 60 " ' -1.10 -1.05 `=1.02//' -0.99 -0.98 -0.96 15 -43.8 -42.0'7 ) I -409 " -40.2 -39.6 -39.1 20 -46.4 -4414 ,--43':3 -42.5 -41.9 -41.4 25 -48.4 -46.4 N ` -45.2 -44.4 -43.8 -43.2 30 -50.5 , , 48.4' "' -47.2 -46.3 -45.6 -45.1 40 -53.6 ' t, ,514 -50.1 -49.1 -48.4 -47.8 50 -56.2 -' -53.87 -52.5 -51.5 -50.7 -50.1 60 -58/2,- } . `'55.8 -54.4 -53.4 -52.6 -52.0 Exterior Zones (5 - Walls)_ Negative Pressures Exposure C For the / 175 mph Wind Zone CATEGORY 2 BLDG / Height I. -N_t Effective Wind Area (or, Tributary Area) in Square Feet 10; 20 30 40 50 : 60 (Maximum) . =1 -1.29 -1.23 -1.19 -1.15 -1.13 { 1.5 , '-54.•1 -50.4 -48.3 -46.8 -45.6 -44.7 20 . NN -57.2 -53.4 -51.1 -49.5 -48.3 -47.3 ,,-, 25 -59:8 -55.8 -53.4 -51.7 -50.4 -49.4 {. 30 -62.3 -58.1 -55.7 -53.9 -52.6 -51.5 ,'' may,-,40 -66.1 -61.7 -59.1 -57.2 -55.8 -54.6 ---,, 50`' -69.3 -64.7 -61.9 -60.0 -58.5 -57.3 ''`\ '\ 60 -71.9 -67.0 -64.2 -62.2 -60.6 90) -59 i1<I) 1 NONE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT R07, \, Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever i 4 but not Tess than 4% of least horizontal dimension or 3 ft. (h = mean roof height i fe -- /1THESE TABLES ARE NOT TO BE REPRODUCED IN WHOLE OR IN PART ,,, !WITHOUT WRITTEN PERMISSION BY RAMMS ENGINEERING. ALSO, THESE CTABI.FS ARE INVALID UNLF-S SIGNED WITH BLUE INK AND SEALED BY :ROBERT MONSOUR. • • • • • • . . • .• Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 • Inspection requirements for: :• Y • Windows, Doors, Skylights or Fixed Glass (claddinga•Ppibmits • • • •' • Upon issuance of permits for the scope of work involving the remova1,414Agingffit /br ' replacement of any type of windows, doors, sidelites, skylights or fixad'glaas (cladctir YYY• ) • the permit holder or qualifier bearing his signature on the permit appb.caticvi shall aside • • by the requirements of this department and comply with the followipgstateme,�t:• ;• •.• •• • Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Qualifier/Owner Signature /C/ke a 4 41't r't a:'1 c.L Date Print Name STATE OF FLORIDA: I PI A RECORDED coPY MUST BE POSTED ON THE JOB UTE AT TRH OF FIRST INSPECT= F N oisR rt 3 7 4_ 9.3 TAX FOUO NO. A 3-aac. 00. 2128 (1Fs)RECORDED 06/26/2018 10:50:02 OR BK 31029 Fs s PERMIT NO.- HARVEY RUVIH, CLERK OF COURT MIAMI-DADE COUNTY), FLORIDA COUNTY OF MiMill:DADE THE UNDERSiGNEDhereby gives: noticethat Improvements wilt be made to certain real propertwand in Sccordance:With Chapter /13; Honda Statutes the follOWInginfOrmation iS:prOV1cied In thiSNotlee Of COMMenbernerit. Space Oti!teresereciforlettlfyeciirding epee 1, LA141 dmi0 f property and Street/address:•%\ N cv-A-s‘. LikAava4•S op.\. s-, • • 2- DescriptionOf itriprikernehl: / S TA t L iMpik C T WI Aid'? 441-3 •••• • • • • • lb •••• • 3, OWnet(s) name'elld-eddresS: bizter w /-, 4 /f//1/4 a L. --frvi 3 Ai L. • •i47F7 i I 4-f 14 a a d•til *. trrterest in prope*, _. •-• •,- -- •• • _ Name and address:Of fee simpleditiehdider: • • . . 4 Contractor'S name-, address and:phone number: 0 S Sfl 61.7-re s iJ t.... - • • 3 (fe)7.4- ,vai I e -y- .//iEi4I c- ,E A, - - is-' 3' • 6.--.Sr.6tY:ir(PeYinerif bond required by oWrief.fronf contractor it any) - . .41 • •• • • • Nettle,: addres and phone ntrirtber: .. • • • • ArPount Of bond$:- 6. Lender's narnrand address: Persons_within the State of Florida deSighatedbytiwner upon -whom notices..or other documents rnay be served as provided by Section 713.13(1)(e)7., Florida Statutes, NaMe, -address AM:J.:Phone_ Miniber: - 8, biaddiiontc hfmself, Q.wheFe designate§ the following perSbn(s)lo receive a copy of the Uenor's Notice as provided in Section NOT10E'OF COMMENCEMENT 713.--.130 AO; F1Oride ptetiges., :Narniveddress-apctphoh-e-numberr--- TATE-OFFLORIO-CQUINIY-OF t MERV MIER tttattnetoreoeu-4 tars: bil5 wauc.4. ;" i ; 6. Expiration date of this 1slotiCe of Commencementtnal °D fl4 46 11'11"2111°* AD 1 tf • " r I : ,7:i Fl.T ! • .r.iirt"WoLittk r u x-1 ',1:Att WWIIISIPTP OWNER: ANYPAYMENTS MAPEBy THEOWNERAFTER ri•i: iv' i. t, • YAY. IMPROPER PAYMENTS UNDERCHAPT01- 713, PART 1, SECTION:113:13.:FLORID • II 1. , IMPROVEMENTS TO YOUR PROPERTY:A NOTICE OF COMMENCEMENT MOST BE kEtcl: FIRSTIN_SPECTION. IFYOU INTEND TO'OBTAIN FINANCING, CONSULT MR youR_L OR RECORDING YOUR NOTICE OF COMMENCEMENT Si§neturg(s) of PreparerfBy PrintName The/Office U.4...-(1 ner(s) pr f(s) Autherized Ofificer/pirecter/Pertner/Nleneg0 Prepared By PrinfName Title/Offibe ;$Tag,QF FLORIQA: spotHIWOEIMIAtylt--pApE The Miiryjlrisurnerit-was-acknowledged.befor6meittifs dindNidiiallk.tie Cies lied} NSIDERED G TWICE FOR E SEFORE THE OMMENCING WORK By C\CA 111(113a. Personally-, known,:or produced-the.folloviinfibipe of kletifift tion: Signative of Notary PnntName:------ VERIFICAI1ON-PURSUANTTO SECTION V2525, FLORHM sTATuTES Under penalties of perjOry, i decilitre:that:1 have read the foregoing and thatfaCtd Staterl in it are trrrei to thesbeSt Of My Knoidedgerandbelief. Snatuijf Owner(s) Ps Authorized off1der/DireCtoriPartner/Nlerregtir who 110C) " By 123 01-52 fia.CW3...2/12 EVELYN SAVON : In' MY COMMISSION # GG050962 i.t.fmtri EXPIRES November 29, 2020 BY M IAM 1•DiADE COUNTY 3 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION CEPTANCE OA MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy ECO Windows System , LC 9114 N. W. 106th Street, Medley, FL 33178 This NOA is being issuea`under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having JurisdictioriFAl4. This NOA shall not be valid after the expiration date stated below. The Miami -Dade Couti 4 r:duct Ntrrol Section • • (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) revm the rig•tt.have product or material tested for quality assurance purposes. If this product or material fails to ;iesform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, rnodify,•or • suspend the use of such product or material within their jurisdiction. PERA reserves• the right •to revoke tkr : • • • acceptance, if it is determined by Miami -Dade County Product Control Section that thispeddt4t or iplter41 fails't!••• meet the requirements of the applicable building code. .' .' • This product is approved as des ed to comply with the >:for!4Building.ode, '• including the High Veloci ► • urricane Zone.• ••• • DESCRIPTION: Series 00 Aluminum Outswing Doors-L.M.I. • • • •. •• • • •• APPROVAL DOCUMENT: fir. • - -08 Rev E, titled "Series 600 Alum Outswing Entrance I?oor (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepare • -Farooq Corporation, dated 02/13/12 and last revised on MAR 15, 2018, signed and sealed by Javad Ahmad, P.' 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 Limitation: 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2. See Single or Double Door DP ratings with sidelites (w/wo Reinforcement) and Standalone Single sidelite rating in sheet 3. The max door leaf width shall not to exceed 37". See locking options 1 & 2 in sheet 7_1. 2. Laminated glass types G1 and G2 are limited to Kurarary's .090" Trofosil PVB and glass type G3 is limited to Insulated laminated glass w/ Eastman Chemical's .090" Saflex interlayer. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #17-1218.15 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI-DADE COUNTY APPROVED NOA No. 18-0319.13 Exp ate: Marc 0, 2019 Approval Date: May 10, 2018 Page 1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1 . Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (see below) 2. Drawing No. W12-08 Rev C, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on SEP 04, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file #12-0402.03) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC?AS•202-93 ::• 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 9 • • • • . . 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-14: • •: • • •: • • along with marked -up drawings and installation diagram of an aluminum Ou4Syg French door, . • • prepared by Hurricane Engineering & Testing, Inc., Test Report No. : • • HETI-12-3357, HETI-12-3358, HETI-12-4003, HETI-12-4003 and HETfi-12;4Q27dated 03/16- • • • • • • •. • • 26/12, all signed and sealed by Rafael E. Droz-Seda, P. E. •• • Note: The above referenced test reports have been revised by an addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014(5th Edition), prepared by Al Farooq Corporation, dated June 02, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the "Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) (former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/02/15, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA #15-0603.13, expiring 03/20/19. 2. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA. Sly...) 1. C 44 AI.. Is>'iaq I. Chanda, P.E. Product Control Examiner NOA No. 18-0319.13 Expiration Date: March 20, 2019 Approval Date: May 10, 2018 E-1. ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. W12-08 Rev E, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on MAR 15, 2018, signed and sealed by Java Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS . . . • •• • • • • • • • 1. Anchor verification calculations complying with FBC2017 (6th Edition);ptemred by•Al l'arooq• • Corporation, dated OCT 31, 2017 and last revised on MAR 13, 2018, sigavdand sealed by Javatt•••: Ahmad, P.E.(submitted under file #17-1102.18) • • • • • • • . • D. QUALITY ASSURANCE . . • • •• • 1. Miami Dade Department of Regulatory and Economic Resources (RER). • • • E. MATERIAL CERTIFICATIONS • • . • • 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (Vormer E.l:_; ont DBE Nemours & Co., Inc. for the "Trofosil ® (Clear and Ultra clear) PVB Glass interlayers", expiring on 07/08/19. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear & Color Glass Interlayer", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 5th Edition (2014) and FBC 6th Edition (2017) and of no fmancial interest, prepared by Al Farooq Corporation, dated 10/04/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA # 17-1218.15, expiring 03/02/2019. Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 18-0319.13 Expiration Date: March 20, 2019 Approval Date: May 10, 2018 E-2 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• • • • • • • • • •• • • • • • • • • •• • • •• • • •• • •• • • • • • • • •• • • • • • • • • • • • • • • • •. • • • • • • • • • • • • • • • • • • •• • • • •• • • • •• • • • • • • • • •• • • • • • • • • •• SERIES 600 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. STAND ALONE SINGLE SIDELITE SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION • RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. UFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEMNG THIS 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 BUILDING OFFICIAL. 1/8" HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB By 'Kuraray Americo, Inc. 1/8" HEAT STREN'D. G SILICONE DOWSIL 899 GLASS TYPE 'G1' 9/16T MIN. TYP. S 1/8" TEMP. GLASS 5/16" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemicol Co.' 1/8" HEAT STREN'D. GLASS \ 3/16" HEAT STREN•D. GLASS .090" Interlayer Trosifol PVB By 'Kuroray Americo, Inc.' 3/16" HEAT STREN'D. GLASS SILICONE DOWSIL 899 / SETTING BLOCKS AT LAM. GLASS REQD. FOR WIDTHS EXCEEDING 36" ONLY. NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS GLASS TYPE 'G2' SILICONE /—DOWSIL 899 GLASS TYPE 'G3' THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. CARDINAL XL EDGE SPACER ST. STEEL SIUCONE SETTING BLOCKS AT INSUL. LAM. CLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS MtODUC E REYI8 ,C as beading Cede theW.rW Aeeephwe N. Ig .13/1./3 Esp4Y .a Otte �7�1itZ�r Z.('t (sL��_e,�J 1. CGS IIUMPNi•etCooed drawing no. W12-08 (sheet 1 of • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• • •• • • • • • • • • 0110 • • • • • •• •• • •• • • • • • • • •• • • • • • • 5" MAX. HEAD/SILL CORNERS 39 3/4' MAX. �i FRAME WIDTH • • • • • • •• • • • • • •• • • • • • • • • • • • 12" • • • • • • • MAX. _. HEAD SILL FRAME HEIGHT 96 3/8" II LEAF HEIGHT 86 7/8" I --T17--- / It i ii 1 I A I�L / -- ..n \ \ \ / II O II 1I// // I • SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 26 15/16" D.L. OPG. 37" MAX. LEAF WIDTH ( X ) • • • •• • • • • • • • • • •• • • • • • • 5" MAX. HEAD/S CORNE •• • • • •• • • • • • • • • •• • • • • LOCK OPTIONS #1 OR #2 7 (OPTION 2 SHOWN) SEE SHEET 7.1 FOR DESCRIPTION 0 DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) DOOR DIMS. IAMINATED GLASS FRAME WIDTH LEAF WIDTH FRAME HEIGHT EXT.(+) INT.(-) 39-3/4" 37" 98" 70.0 75.0 • • U • •• SURFACE APPUE FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED • • •• FRAME WIDTH HEAD SILL ANCHORS AT STILE ENDS (4) AT 3" 0.C. r / INACTIVE 26 15/16" O.L. OPG. 12" MAX. HEAD SILL I J. ) LOCK OPTIONS N1 OR #2 \ [(OPTION 2 SHOWN) SEE SHEET 7.T FOR DESCRIPTION // / / 26 15/16" D.L. OPG. 37" MAX. ITY - PSF DOUBLE (XX ODOR DIMS. LAMINATED G FRAME LEAF WIDTH FRAME HEIGHT EXT.(+) Ina.( -)WIDTH 76- , 37' , 98' 70.0 75.0 GLASS D.LO. DIMS D.L.O. HEIGHT = FRAME HEIGHT - 11.125" D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.813" D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125")/2 NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 5" MAX. HEAD/SILL CORNERS 37 3/16" MAX. FRAME WIDTH 12' MAX. HEAD SILL --_ SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 32 3/4- D.L OPG. (0) STAND ALONE SINGLE SIDELITE SEE SHEET 3 FOR CAPACITY 9IFODUC E REVISE6 Y ecmplyigg with the FLnirt behling Cade A�xptawu a'63i•/'� #ry1ntY• D.oI4 1 (�nl 11 �,V,_`` 1.LL,•-• Ds& tepid Geed ```11111111If,,,,1 • No., 70592 rall."u z ct f W 2 0 ooq ry cco� 4' OGy2 V » F1 ootEi Q W f f 0 n W 8 o. 5 aiL a� 0 0 0 a 0 8 6 i 5 6 drawing no. W12-08 sheet 2 of 9 ) • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• DESIGN LOAD CAPACITY - PSF STAND ALONE SINGLE SIDEUTES SIDELITE SIDELITE inTRDU'1' FRAME WIDTH FRAME HEIGHT REINFORCING INCHES INCHES EXT.(+) INT.(-) 24 70.0 75.0 30 70.0 75.0 36 82 70.0 75.0 37 70.0 75.0 42 61.7 66.1 24 70.0 75.0 30 70.0 75.0 36 86 70.0 75.0 37 70.0 75.0 42 61.7 66.1 24 70.0 75.0 30 92 69.8 69.8 36 64.1 64.1 37 63.3 63.3 24 63.3 63.3 30 98 57.8 57.8 36 53.1 53.1 37 52.4 52.4 DESIGN LOAD CAPACITY - PSF SIDEUV WITH SINGLE OR W LE LEAF•D2ORS • ! NOTE BEA') • • • SIDELITE SIDEI/E • R(JT • • • • FRAME WIDTH N0EI011GAI )EII'ORCING • i#114ORCING • INCHES INl4!5• EXT..6) INT.(•). • EXT.(4) INT.(-1}. 24 70.0 75.0 70.0 75.0 30 70.0 75.0 70.0 75.0 36 82 • W.0 • •75.0 • 7PQh ewe 37 • • • 70.0 • • ••• 42 •70.0 Fy.7 • •:75.s •66.; • 647• #6.1 24 70.0 • •75.R -.75.0 • 7S••0 • 30 • •70.0 • • 70.0 • •P5.0 75•.0• 36 86 70.0 75.0 70.0 75.0 37 70.0 75.0 70.0 75.0 42 61.7 66.1 61.7 66.' 24 70.0 75.0 70.0 75.0 30 92 69.8 69.8 70.0 75.0 36 64.1 64.1 70.0 75.0 37 63.3 63.3 70.0 75.0 24 63.3 63.3 70.0 75.0 30 57.8 57.8 70.0 75.0 36 98 53.1 53.1 70.0 75.0 37 52.4 52.4 70.0 75.0 SIDELITE WIDTH REINFORCING AS READ. SEE CHART 39-3/4" MAX. (SINGLE) 76' MAX. (DOUBLE) DOOR FRAME WIDTH ••• • • • ••• •• •• • •• NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. GLASS D.L.O. DIMS D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.000" D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.438" 5' MAX. HEAD/SILL CORNERS 148' MAX. 3" 6' -_-=1r- I _ 1____ -- -___=_ 0 /' o / r --ter =lx c== CLUSTER OF (4) ANCHORS AT HEAD/SILL TESTED FRAME WIDTH HEAD & SILL ANCHORS AT STILE ENDS (4) AT 3' O.C. 12" MAX. HEAD SILL I I I i - .FIL'' I) ii II ___11- / / / ( _ E mN^� o � 0 96 3/6' / \ \\ \ 1-7/ / m J / :K OPTIONS OR/#2 'T)ON 1 S.1014 ' SHEET -.1 4 DESCRIRTI01$ \ -di - / / / / \ \ \ ===is-❑== I j I'/ I. / ' ' y t \ \ \ \ -�I INACTN'E I /I ACTIVE r SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 32 3/4' D.L. OPG. SIDEUTE FRAME WIDTH MAX. SEE CHART AT LEFT 26 15/16" D.L. OPG. 26 15/16' D.L. OPG. 37" LEAF WIDTH 39 3/4" MAX. (SINGLE) 76' MAX. (DOUBLE) DOOR FRAME WIDTH (OXXO) MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SQ. FT. PER FBC 2014 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC-21 9 •RODUC [ REVISED r complying wtal the Florida boding Cade Aoceptaace No X 8- o zi 11 a 144.11. Daft 8 mw z Fie Q• F � � 16.0 Uo oo.ECVI m N reC Gw o oo; d°Perc8'8 pmOo 0,0b0 . < Z 7 ' N Q6mgk CC z FAX (305) 885-5902 0 `o 8 6 8 LT- REV. PER PER COMMENTS 0 4 D 0 °c • ylla drawing no. W12-08 sheet 3 of g • • ••• • • • ••• •• •• • • • • •• •• • •• • • • • •• •• • • • •• • • •• •••• •• • •• • • • •• • •• •• •• • • ••• • • • • • ••• 9/16" MIN. THROW BOLT PENETRATION 0 EDGE DIST O a EDGE DIST. 1/2• MIN. THROW BOLT PENETRATION TYPICAL ANCHORS SEE 4LEVATIONS FIw PACIt • • • • • • • • • • • • • • EDGE DIST. /. ••• •0,-'I. : •a• PROPERLY SECURED 1BY WOOD BUCK EDGE DIST. • . . •. • : •. W Q tvai• • • fate ••• 60 • • •• • • • GLAZING OPTIONS SEE SHEET 1 z TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • • ••• • • • • TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING U a ut 1 0 2BY WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY ' ELCO' (Fu-177 KSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 P51 MIN. EDGE DIST. t111111111pp ` _ _J w0 W 0 0 w 5, METAL STRUCTURE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING MIAMI—DADE COUNTY APPROVED CLIPPED MULLION SEE SEPARATE N A TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING **COX f REVIVED I+M�esC witk FbeMe 13 Eggs IIos D•te — .... ilk ;8trr rPeramCMr M 0 0, r V 0 n v 8 o E Q S 8 mot; N 8 8 0 drawing no. W12-0o. (sheet 4 of 9 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• • • • ••• • •• •• • • ••• 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 w METAL STRUCTURE SEE SPEC SHEET 4 1/4" MAX. SHIM . TYPICAL ANCHORS SEE ELEV.' FOR SPACING ••• 73 24 cff • • .CONC_EALEQ FLUSH BOLTS • l • • • • • • L AT STILE•I CE • • • • • • •• • • • • • • • • • • • ACTeE LEAF • ► • • • ••• • • • • •• ••• • • • • • • • • • • • EXTERIOR D.LO. 37" MAX. LEAF WIDTH 39 3/4" MAX. • 1/4" MAX. SHIM 1BY WOOD BUCK SINGLE DOOR FRAME WIDTH CONCEALED FLUSH BOLTS LEVERS AT LOCK OPTION tV 2 POINT LOCK ASSEMBLY EXTERIOR 713" MAX LOCK OPTION St TYPICAL ANCHORS SEE ELEV. FOR SPACING LOCK OPTIONS #1 OR #2 (OPTION 2 SHOWN) SEE SHEET 7.1 FOR DESCRIPTION CONCEALED FLUSH BOLTS S AT STILE FACE 4 POINT LOCK ASSEMBLY DOOR DETAILS *ROOM f REVISE. es oorpyley web Ow Meek bMdfoS Cede Aeceptaoee No ^D ) • 13 Seplro•.e Bole - '�-o t `1 .v.,._1-- wwsow nowt cooed 1/4" MAX. SHIM 28Y WOOD B K OR WOOD STR TURE EE NOTE HEFT 1 TYPICAL ANCHORS —SEE ELEV. FOR SPACING Y.:**. CEN3F A. 45;' 2018 a=, a SERIES 600 ALUM OUTSWING 0 n 0 0 0 0< drawing no. W12-08 sheet 5 of g • • ••• • • • ••• •• •• •• •• • •• •• • •• • • • • •• ••• • • •• • • •• •••• •• • •• • • •• •• • • •• •• • • ••• • •• •• • • ••• SIDELITE FRAME HEIGHT 0 0 EDGE DIST. 00 TYPICAL ANCHORS SEE ELEVATIONS • • FOR SPACING • • • • • • • • • • • • • • • • • •• ••• • •• 1/4•MAX. • • M •• • • • • .� •YBIC• TAL ANCH t$y• • SEE FOR SPACING fI • •• ••• GLAZING OPTIONS SEE SHEET 1 EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • • •t s METAL STRUCTURE SEE SPEC SHEET 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM 1 /4" MAX. 42" AT 86" HT. 37" AT 98" HT. MAX. SINGLE SIDELITE WIDTH #12 SMS AT 5" FROM ENDS— AND 11" O.C. MAX. 1BY WOOD BUCK REINFORCING AS REOD. SEE SHEET 3 TYPICAL ANCHORS SEE ELEV. FOR SPACING — } F J � I I / 16 24 D.L.O. EXTERIOR SIDEUTE WIDTH LEAF WIDTH 39 3/4" (SINGLE) 76" (DOUBLE) D.L.O. MAX. DOOR FRAME WIDTH MAX. UNIT FRAME WIDTH SIDELITE DETAILS •BODUC r REVISED w complying wld Ire il.rar beWiaZ ends A.eaplaeee Na I$'-d (rf"i& g.plr.o.. D.i4 z j'- t t \ .L1.. -� — 414ad r ra wl CwM m 1[SERIES 600 ALUM OUTSWI H J FAX (305) 885-5902 0 0 W 5 4.4 g 5 6 6 4 0 g 5 S c a drowing no. W12-0o. sheet 6 of g) • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • • • • • ••• •• • •• • • •• •• • • •• •• • • • • • • • • • • • • • • • • •• • • •• • • •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • •• • • • • • • • • • • • OOOOO • •• • • • • • • • • •• ITEM / PART / REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARES 1 E601 - DOOR FRAME HEAD/SILL 6063-T6 - • E602 - FRAME COVER 6063-T6 - • 3 E603 - DOOR FRAME JAMB 6063-T6 - • 4 E604 - SIDELITE TOP & BOTTOM FRAME 6063-76 - 4A E626 - SIDELITE 9" BOTTOM FRAME 6063-76 - 5 E605 - SIDELITE FRAME JAMB 6063-T6 - 6 E606 - SIDELITE SUP ON JAMB 6063-T6 - 7 E607 - LEAF TOP & BOTTOM RAIL 6063-T6 - 7A E625 - LEAF 9" BOTTOM RAIL 6063-T6 - E608 - LEAF WSTRIP ADAPTER 6063-T6 - 9 E609 - LEAF HINGE STILE 6063-76 - 10 E610 - LEAF LOCK STILE 6063-T6 - 11 E611 - LEAF ASTRAGAL STILE 6063-T6 - 12 E612 - LEAF ALIGNMENT BRACKET 6063-76 - 13 E613 - LEAF CLAMP 6063-76 4-1/4" LONG 13A E613 - HINGE BACK-UP PLATE 6063-76 12" LONG 14 E614 - GLAZING BEAD (5/16" LAM. GLASS) 6063-76 - 14A E109 - GLAZING 'BEAD (7/16" LAM. GLASS) 6063-76 - 15 E615 - GLAZING BEAD (INSUL. GLASS) 6063-76 - 16 E616 - SNAP COVER 6063-16 - 17 E613 - BOLT SUPPORT 6063-76 NOT SHOWN 18 - AS REOD. SIDELITE MULLION REINFORCING 6063-76 - 19 FD-107 3/ LEAF BUTT HINGES ALUMINUM SULWAN & ASSOC. 20 FB1202 - FLUSH BOLT LEVER - SULLIVAN & ASSOC. 21 FBR914SS - CONCEALED FLUSH BOLT ROD ST STEEL SULLNAN & ASSOC. 22 112 SMS AS REQD. FRAME ASSEMBLY SCREWS - - 23 112 X 3/4" - HINGE INSTALLATION FASTENERS - EH SMS 24 - - 3/8" DIA. THREADED ROD STEEL - 25 W11323 - PILE W'STRIPPING WOOL ULTRAFAB 26 E20618-KN-3020 - BULB W'STRIPPING SANTOPRENE EPDM 27 E206 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB 28 - - GLASS SPACER SILICONE FRANK LOWE RUBBER CO. 29 E622 - FLUSH BOLT CUP NYLON - 30 OLO1RC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DLO1WB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 /10 X 3/4" 2/ ADAPTER FH SELF DRIWNG SCREWS - - 34 - 2/ LITE SETTING BLOCK, 1/4" X 1/2" X 4" LONG EPDM AT 6" FROM EACH ENO, DUROMETER 80t5 35 - 2/ UTE SETTING BLOCK. 1/4" X 3/4" X 4" LONG EPDM AT 6" FROM EACH END. DUROMETER 80t5 SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. IMMIX fB8.Y s •r mmpbVg wk0 Nt An1! balding Cade Aseepucu No -0 3 • 13 Eap1rWw Wre�•1 oil hobo Global `1111111111/I// At/4' ' t 5 201'8 OT OF .4 it 0 v 8 0 REV. PER RER COMMENTS 8 n 0 g oS 3; c drawing no. W12-08 sheet 7 of 9 • • ••• • • • ••• •• •• • • •• • •• .• • • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • •• •• •• • •• •• •• • •• ••• • •• •• • • ••• LOCKS: • OPTION it. • • • • • ACTIVE LEAF. • • • • • • 4 POINT LOCK ASSEMBLY DL01-6007 BY 'INTERLOCK USA INC.' • • (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIK! IPI•RTE • 1/2" DIA. THROW BOLT (1) AT TOP ENGAGING FRAME HEAD AND (1) AT BOTOOM ENGAGING FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK HANDLE LOCATED AT 42-1/2" FROM BOTTOM • •• • • INACTIVE LEAF' • • • • 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' 1/2" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME • • • HEAD AND FRAME SQL • • • • THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK LOCATED AT 42-1/2" FROM BOTTOM ACTIVE HINGES: \ \ \ INACTIVE \ \ \ / / / / / / ACTIVE 3-1/2" X 7-5/8" X .122" THK. EXTRUDED ALUM HINGE PART #FD-107 BY SULLIVAN & ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT 10-1/4" FROM BOTTOM TOP HINGE AT 11-3/4" FROM TOP CENTER HINGE AT MIDSPAN (38" O.C. MAX.) HINGES FASTENED WITH #10 X 1" FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB • • • • • •• • • Qkftoll • •• • • • • • 4NVBIMONAL D R L K WITH HANDLE • • • DEL16 690 BY�I A (SE 4. TED AT 39-1/4" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44-3/4" FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULLNAN & ASSOC.' 11,20 X 2019III0W BKIS ENGAGING FRAME AT HEAD AND SILL M U LYE% tPERATLEVERS MOUNTED ON STILE FACE L 10-5/8• FROM TOP AND BOTTOM LWK JASrNED TO STILE WITH (2) /8-32 X 1/2" FH MS IAA.CTR/E• • • CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS ACTIVE k \ • INACTIVE\ / / ACT •ROMUC E AEV9 as a.plyfq with the Melds Inkling Cede Ae ep.lkuce No O (� 8tpltrle• Sate awl Olt Pfeil; P ®1 R Fp 1 j77�i� NI � �.•''�1}GBNB�c''•.. • IAA ar`2018 (4II,u O O •n 0 0 Sa ^ 8 0 0 8 0 2 S 111,-_ drawing no. W12-0o. sheet 7.lof 9 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •. •• •. •• • • • •• • • •• •••. •• • • •• • • •• • • • • • • • • • • • • • • • .•. 1-"- 1.750 19 11 • • S--• -y Imo- d I1 .394 �{ jam- 8 I .130 4 U, \ 1' / c°i 11 .07800 _ -r 4.031 • • - • 4.750 : • • • • • • • • • • • • •--1-• • • �03-.-{-}= e45 .803 1 .050 .803 .045 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SURE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) l TEL (305) 2848100 FAX. (305) 262697E N 3 Zj a 0 0 V . . .625 • • • 1.Oi17 Fe- 74 •GLAZING• BEAD • • • 5/��GLASS 1.047 1M GLAZING BEAD 7/16' GLASS Fes- �1.172 f� 1s GLAZING BEAD INSUL. GLASS � `J DOOR FRAME 2.062 --�1 HEAD/SILL 1.625 -� • • • • • • • • • • • • • • • • • • • • • • • • • • • • - 1.507 1 LEAF TOP/BOTTOM - •507 • • RAIL • • 4.000 ��T 4.781 i C .078 1.625 3.719 - - .078 4.719 .078 1.750 1.507 d 8.250 r1.500 SERIES 600 ALUM OUTSWING ENTRANCE DOOR (L.M.I.)] ECO WINDOW SYSTEMS, LLC. 8502 N.W. 80th STREET MEDLEY, FL. 33166 TEL. (305) 885-5299 FAX (305) 885-5902 7.531 r.312 -L Cs) 4.000 LEAF HINGE STILE .0s2 (-8-)LEAFW'STRIP ADAPTER 0 SIDELITE I 1.507 J 1.750 TOP & BOTTOM FRAME 5.344 4.000 y I 094 2.081 1.750 7 .312 442 329 1.750 �� 9" BOTTOM RAIL 0 1.584 1� _ to .07e -• LEAF LOCK STILE (5) FRAME -1 812_1 COVER LEAF ALIGNMENT BRACKET jo- r c n i, uoo - G L, i LI _ _ NO CHANCE THIS SHEET UPDATED TO 2017 FBC W I r1.507 1.750 r 2e1 I 5.344 -q 375 1 1---7 .05 1.197 4 .078 3.719 .078 1 J.125 1.574 4 13 LEAF CLAMP 3.781 Lt 1.507 d t.750 2.081 14 .154 - 16 SNAP COVER t t 4.000 LEAF ASTRAGAL STILE HINGE BACK-UP PLATE v V. N "8 c$$ m o 8.281 9000 7.250 -- 719 J SIDELITE MULLION REINFORCING 1.500 .625 1.SOO s 7te 8 < o u o W 1.625 4.188 ltODUCt REViB� IA �WYirti widt tie Mold" boding_ No �tL►w '��' '..•'uGEN9''• =� 't11�11 u I I10./. -\ . T0582 rj ^ .r n z �" 4.000 .078-H 4.000 .078e - 2.097 p i p 1.507 l� 8 :MAR., drawing no. w i 2-oa L.078 a �'- 018 .ice_ ' 4.000 N[ Cw•.1 ' ' •• \"J SIDELITE FRAME JAMB \"J DOOR FRAME JAMB 4A G SIDELITE 9" BOTTOM FRAME 0 SIDELITE SLIP ON JAMB .FDP•••• ,,, so �� 2'film . (sheet 8 of 9 ti • • ••• • • • ••• •• •• •• • • •• •• • •• • • • • •• • • • • • • • •• • ••• • • •• • • • • • • •• • • • ••• • •• • • • ••• • • •• • • •• 22 • • •• •• •• • • • • • • • ••. • • • • • . •. • • • • • • • • •. . • •• •• • • •• • •• •••• •• •••• • • • • • • • • • • DOOR FRAME CORNER LEAF CORNER • • SIDELITE FRAME CORNER SIDELITE MULUON SLIP ON JAMB CORNER •itOOUCrMEY r ccaplyi g with distil/slit betdinh Code Aeceptaace No I &'-63t rt,13 e.phati. pate Mel 2., Z. t5 IW d swiss oWct Cooled ti Ii IIIti/ig/�/,', �PJ GENS U 70592 �7 _1 h18 STit:OF' :f FAX w^^ O � r 5 : 5 5 \ 4 drawing no. W12-08 sheet 9 of 9 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NO ICF, F ACCEPTANCE (NOA) co Window System , LC 8502 NW 80 Street Medley, FL 33166 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy • • • . . .. • • .... .... • • • • A is being issued under the applicable rules and regulations governing tM'dse of corfstructiorj materials. The documentation submitted has been reviewed and accepted by Mismi:5ade Clan; RER -' Product Control Section to be used in Miami Dade County and other areas where llgvad by al.Apthority Having Jurisdiction (AHJ). ' . . . q. . This NOA shall not be valid after the expiration date stated below. The Miami-Dade•Cowity Product Control • • Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade:Countiy) reso ..the right • to have this product or material tested for quality assurance purposes. If this prpduit pr matenal `ails to' perform in the accepted manner, the manufacturer will incur the expense of such *Sting and t'.ijJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdibtioii. 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 desi_ ed to comply with the Florida Building Code, including the High Velocity Hurrican• • e. . . DESCRIPTION: Series "Eco-Guard • 00" Aluminum Fixed Window — L.M. APPROVAL DOCUMENT: Drawing (L.M.I.)", sheets 1 through 5 of 5, dated 03/23/09, wi Corporation, signed and sealed by Javad Ahmad, P.E., bearing the W09-20, titled "Eco-Guard Series-300 Alum Fixed Wdw. E dated 10/19/17, prepared by Al-Farooq -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0715.10 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation • was reviewed by Sifang Zhao, P.E. MIAMI-DADE COUNTY APPROVED NOA No. 17-110240 xpiration Date: June 17, 20'19 proval Date: January 11, 2018 Page 1 • Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. . (Submitted under NOA#09-0413.08) • 2. Drawing No W09-20, titled "Eco-Guard Series-300 Alum. Fixed•Wd'w. (L.112.f?);', •, sheets 1 through 5 of 5, dated 03/23/09, with revision E dated f6101/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.• •• . B. TESTS • • • • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • '• • 2) Uniform Static Air Pressure Test, Loading der F13.0 TAS 4-94 • • 3) Water Resistance Test, per FBC, TAS 202-94 . . along with installation diagram of a 97 1/4" wide x 96 1/8" higgrEco:Guar l riss 300• aluminum double fixed window, prepared by Hurricane Engineering & TestingInc., Test Report No. HETI-08-2192A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 97 1/4" wide x 96 1/8" high Eco-Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2192B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202-94 along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco-Guard series 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2193A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco-Guards 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2193B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 47 5/8" wide x 96" high Eco-Guard series 300 aluminum triangular top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2194, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 5,1411 A40 Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1102.20 Expiration Date: June 17, 2019 Approval Date: January 11, 2018 • E - 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 . 2) Uniform Static Air Pressure Test, Loading per FBC TA%•202'94 3) Water Resistance Test, per FBC, TAS 202-94' • . • • • • • along with installation diagram of a 50 5/8" wide x 63 1/4" high.58!Guard''erTes 300' aluminum fixed window, prepared by Hurricane Engineering &.Testing Inp., T;st Report No. HETI-08-2195A, dated 01/15/09, signed and seale$4yeandic38? Font, • • P.E. (Submitted under NOA#09-0413.08) •• • •• •• • • • •• .. C. CALCULATIONS • •• •• •1. Anchor verification calculations and structural analysis, complTing with FRC'da' Edition (2017), dated 10/13/17, prepared by Al-Farooq Corporation: signviapd • . sealed by Javad Ahmad, P.E. • • • 2. Glaring 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. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), with FBC 6th Edition (2017), and of no financial interest, dated October 13, 2017, issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 15-0715.10, issued to Eco Window Systems, LLC for their Series "Eco-Guard 300" Aluminum Fixed Window— L.M.I., approved on 09/03/15 and expiring on 06/17/19. Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1102.20 Expiration Date: June 17, 2019 Approval Date: January 11, 2018 E-2 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • • • • • •••• •• • •• • • •• •• • •• •• • • • • • • • • •• • • • • • -1.608-1 1.813 1.000 1 EN fi .062 !J 2.750 FRAME HEAD/SILL/JAMB .875 900 2.688 .062 • • • • •••• 2.61 • • • • • • • • •7 9 III • • • • • • • •• • • • • FLUSH FRAME ADAPTER .750 r .81 3 III II .803 .Oso JI 8 GLAZING BEAD O3 ANCHOR COVER •• • • • •• • • • •• • • • • • • • •• • • • • • • • • •• ECO-GUARD SERIES-300 ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF F1X./F1X. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF ,STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL • FALSE (SURFACE MUNDNS APPLIED) D.L OPG. OPTIONAL A OID D.L OPG. li I O4 - - — - ----4 3I /// / Ix I I --m II II r _ ____ ____ IT---- _ — — _ 1 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 6" MAX. I I 12" MAX. HEAD/SILL HEAD/SILL CORNERS TYPICAL ELEVATION GLASS D.LO. DIMS D.LO. HEIGHT = WINDOW HEIGHT — 3.625" D.LO. WIDTH = WINDOW WIDTH — 3.625" PRODUCT REVISED as complying with fhe Florida Ceildmg Code Acceptance No I 7-1/0 Z. U��2 Expiration Date��'[ Mimed Dade PrO41 'ONAL L1111I1wI% u ECO-CUARD SERIES-300 ALUM FIXED WOW. 0 U 0 0 0 0 5 UPDATED TO 2010 FOC UPDATED TO 2014 FTC 5 a 8 0 V. 8 c S 6 4 8 4 drawing no. W09-20 sheet 1 of 5 ) • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • • • • • •••• •• • •• • • •• •• • •• •• •• • • • • • • •• •• • • ••• V �� DESIGN I� CAPA'• - PSI? DESIGN LOAD CAPACI'CY - PST 3/16" ANN. -� \ HEAD STREGLAS W% S WINDOW DIMS. C TYPE, GLASS TYPE 'D' WINDOW DIMS. GLASS TYPE '0' GLASS TYPE 'D' • • • •.3/16" • • • • • • • • " WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) WIDTH_(W) LENGTH (L) EYt.(+) 1NT.(-) EXT.(+) 1NT.(-) AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL. (306) 2848100 FAX. (808) 2826978 Interlayer 09S'�nterlo er rosifol PVB • • • • •Sen Loa • 24" 75.0 80.0 80.0 90.0 26-1/2' 75.0 80.0 80.0 90.0 • By ' Kura rey Ame co, Ind • •• • • By (ra ray ca, Inc.' ivy 5.I 80.0 90.0 37" 75.0 80.0 80.0 90.0 'f/}t 3/16" ANN. GLASS • • • • • • • •• HEST STREN'D. GLASS 38 80.0 90.0 53-1/8' 26' 75.0 80.0 80.0 90.0 42' 36. 75.0 80.0 80.0 90.0 74' 75.0 80.0 80.0 90.0 SIUCONE SILICONE 48' 75.0 80.0 80.0 90.0 26-1/2" 75.0 80.0 80.0 90.0 DOW CORNING 899 .... GE SCS 2000• • • • • F DOW CORNING 899 • • 46E SCS 2000 �. 75.0 80.0 80.0 90.0 37' 3g_3/8' 75.0 80.0 80.0 90.0 1 • • II E • • • 11 • II 60 75.0 80.0 80.0 90.0 53-1/8" 75.0 80.0 80.0 90.0 col • • • • • • �J 1 ' 66' 75.0 80.0 80.0 90.0 74' 75.0 80.0 80.0 90.0 4 • • • rG• ] • `� I 72' 75.0 80.0 B0.0 90.0 26-1 /2' 75.0 80.0 80.0 90.0 © • • • • m © 24' 75.0 80.0 80.0 90.0 37' 75.0 80.0 80.0 90.0 ���,,,::: AT 1/4 POINTS O ON LTTTS `OIR rI O ON UTESP WIDER 30" 75.0 80.0 80.0 90.0 53-1/8" 50-5/8" 71.3 76.0 80.0 90.0 �; •NLV ■■ I�u •Ir-- THAN 36" ONLY 80.0 80.0 90.0 74" 71.3 73.1 80.0 90.0 9 1 THAN 36' ! Y■I� 36" 75.0 80.0 90.0 26-1/2" 75.0 80.0 80.0 90.D linurimjS'42' / 48• �. 75.0 75.0 80.0 80.0 80.0 90.0 37• 63" 75.0 80.0 80.0 90.0 8 X 1-1/4" •MS ��/8 X 1-1/4" SMS 54" 75.0 80.0 80.0 90.0 53-1/8" 67.9 72.5 80.0 90.0 AT 3-1/2" '0M ENDS AT 3-1/2" FROM ENDS 60" 75.0 80.0 80.0 90.0 26-1/2" 75.0 80.0 80.0 90.0 [ECG -GUARD SERIES-300 ALUM FIXED WDW. (L.M.I.)] ECO WINDOW SYSTEMS, LLC. 8502 N.W. 80th STREET MEDLEY, FL 33166 TEL (305) 885-5299 FAX (305) 885-5902 MID 10" O.r. MAX. AND 10" O.C. MAX. 66" 75.0 80.0 80.0 90.0 37' 76' 75.0 80.0 80.0 90.0 GLASS TYPE 'C' GLASS TYPE 'D' 72" 75.0 76.6 80.0 90.0 53-1/8' 67.9 69.9 80.0 90.0 24' 75.0 80.0 80.0 90.0 LAZING OPTIONS 30' 75.0 80.0 80.0 90.0 36" 75.0 80.0 80.0 90.0 42" 60. 75.0 80.0 80.0 90.0 48" 75.0 80.0 80.0 90.0 *4 0 - 54' 68.8 71.3 80.0 90.0 • 60' 60.2 64.2 80.0 90.0 L 66" 60.2 64.2 80.0 90.0 /j W. WIDTIiI 72" 60.2 64.2 80.0 90.0 '� WINDOW WIDTH WINDOW WIDTH 1 i r , 24' 75.0 80.0 80.0 90.0 _ _ I(' F 3p• 75.0 80.0 80.0 90.0 336' r , 75.0 80.0 80.0 90.0 42" 72' 75.0 80.0 80.0 90.048• description )^ REV. PER BCC° COMMENTS UPDATED TO 2010 FOC MANUF. ADDRESS REV. UPDATED TO 2014 FBC UPDATED TO 2017 FBC — 75.0 76.6 80.0 90.0 WI TF![7 3 54' 66.8 71.3 80.0 90.0 RIENTED VERTICALDTH LY ORNH HORIZONTALLY AS SHOWN WDIMENSIONS CAN BE OABOVE. I 60' 60.2 64.2 80.0 90.0 L _ 24' 75.0 80.0 80.0 90.0 IDTH WINDOW WIDTH WINDOW WIDTH 30" 75.0 80.0 80.0 90.0 36" 75.0 80.0 80.0 90.0 r 1 7 r , 42" 84" 70.0 70.0 80.0 90.0 F 48" 85.6 65.6 80.0 90.0 z z I z i 54' 64.3 64.3 80.0 90.0 �"„' 0HINmr eCI00013 , I '�� 24' 75.0 80.0 80.0 90.0 s a 3 W. WIDTH 30" 75.0 80.0 80.0 90.0 NOTE: L J , I 36" 75.0 76.2 80.0 90.0 GLASS CAPACITIES ON THIS SHEET ARE -I 42" 96" 64.6 64.6 80.0 90.0 BASED ON ASTM E1300-09 (3 SEC. GUSTS). WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH r I I 48• 59.9 59.9 80.0 90.0 t30• a � is 5 JDOW LENC 24' 75.0 80.0 80.0 90.0 75.o 80.o 90.o so.o74.5 (%1.%4 1�" 74.5 80.0 90.0 '� 42" 61.5 61.5 80.0 90.0 PRODUCT REVISED _ Jii D• rr 3 3 J 24• 75.0 80.0 80.0 90.0 nc� FLaida � ' � i� � - -L 30' 120" 75.0 80.0 80.0 90.0 az vmpEy;r-o wirt, i drawing no. W09-20 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE 36' 74.5 74.5 80.0 90.0 lu:c`P1`c'li• Fxpirnticrr Dat�y : •••�� A7E OF •�� VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WHIN SOUARE OR RECTANGLE AS SHOWN IN DOTTED ONES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. / S+• ��•'• (%j;��� Sy __Sr72j.16140 // S/�•• �sicmi Dn9" P5" ,.1 C cnGCE g77i1 WA1717��� sheet 2 of 5 • • ••• • • . ••• •• •• • • .• • •• •• . • • • • •• • •• •• • • • • • • •• •••. •• • •• • • •• • • •. •. •• • • •.• • •• •. • • ••• 1BY WOOD BUCK • TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE y .. Eow 94, • • • • • •• • • • d •. • a.. rip• • • • . • 0 E. CO O • 41 • • • • • • • • • e. • • • • • • • ac. , • • • • s a3•m • • • •• • • • it 4 •• • • • •• .� •• •• _• • • • • •• •• • •- • • • • • • •• de ° d •. TYPICAL ANCHORS tEE ELEV. FOR SPACING EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. x MIAMI-DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA EDGE DIST. CI8 t1 TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. "WOOD BUCK EDGE DIST. 2 OOD BUCK OR WOOD RE EDGE TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS: s i ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI. Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 114 SMS OR SELF DRIWNG SCREW (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MUWONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. W000 AT HEAD. SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS f'c - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'rn = 2000 PSI MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. PRODUCT , :21:•:1 ay complying with ale Florid F:oiidirg Cone Acccptance Nc-If0.1n1 Expir400u Usre s�111 / 7.0/9 By- 51 Rn �koe o mProducr C agi Davie orrsn! 1?>•ucBNe ••'•.10 ECO-GUARD SERIES-300 ALUM FIXED WDW. c m 4 N 3 FAX (305) 885-5902 6 v 6 15 a? S m vo 8 6 drawing no. W09-20 (sheet 3of 5 ) • • ••• • • • .•• •• .• • i • .• •• • • • . • • • • • • • •• • • ••• • • •• • •• • • • • • •• • • • ••• • • • • ••• ITEM / PART / REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 FY301 2 FRAME 4t1EAD/SKii/JAMB 063-T6 - 2 FY302 AS REQO. • CLAMP BEAD* 7f16' CLAW, • • • • 6063-T6 • • • - • • 3 FY303 AS REOD. ANCHO% COW • • • • •v63:15 . - • 4 E203 AS RECO. GLAZIN•: BEAD•BUL� • • NEOPRENE • • • ULT➢AFA� 5 FIB-50 1 GLASS SPACER •1/8' HIGH • or • SIUCONE • • •FRANK•LOWE 6 #10 : 1' 8 FRAME ASSEMBLY SCREWS CRS PH SINS 7 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 8 - 2/ LRE SETTING (LOCK • • • • • EP • • OeIIGMETER 8535 SHORE A MIAMI-DADE COUNTY APPROVED MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING RECT. OR SQUARE WINDOWS INDOW WIDTH WINDOW WIDTH EXTERIOR D.L. OPG WINDOW WIDTH 1BY WOOD BUCKS 1/4' MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/8' THK. ALUM STRAP WELDED JOINTS CIRCULAR WINDOWS MITER CORNERS CORNER DETAILS TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE PRODUCT REVISED u cn:a;( io-y whh;he, norids .all ,lint, Coax EJ9-Aas4na Ca:e. . 2.01_4 X- 5i Qw 2 A a o - Mi Dade PAodu;/ Control 1v11111I////Y'A "'VVV drawing no. W09-20 sheet 4of 5 ) • • • ••• • • • ••• •• •• •• •• • •• •• • • • • • • •• • • • • • • • • • ••• • • •• • • •• •• • • • •• • • .•• • • • • • ••• ALT. • • • • • • ••• •• TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL TYPICAL ANCHORS STRUCTURE SEE ELEV. FOR SPACING • • •SPACII '. ••• ••• • • • • j •• • I EDGE • • • •••` ••_ —. •• ••• ••IH lo ••• • TI •••••T <„ • MWAI—DADE COUNTY APPROVED MUWON & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. a1 1 a TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER PROAUCT RT'.VISI3D as comr•lyinc with the Florida 61.1i15-r ';,he %.x0rat.ion Date alti/201.9 BY art leb Miami Dal: Pro<luct Comm: ECO-GUARD SERIES-300 ALUM FIXED WDW. (LM.I.) 0 6i 2 i 6 6 8 2 8 8 Si B 0 8 drawing no. W09-20 (sheet 5of 5 •