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RC-15-2307 (2) r h •� � w ��l Z ' gexlk �� d 3 err �� v i Miami Shores Village 10050 N.E.2nd Avenue h Miami Shores,FL 33138-0000 ' ixn'`3�► Phone: (305)795-2204 .1. ,rte, »� Expiration: 05/0412016 1� Project Address Parcel Number Applicant 9959 BISCAYNE Boulevard 1132050190470 GLOBAL REAL ESTATE ACQUIT Miami Shores, FL 33138-2644 Block: Lot: Owner Information Address Phone Cell GLOBAL REAL ESTATE ACQUISITIONS 9959 BISCAYNE Boulevard (305)979-1781 - ------ -- - MIAMI SHORES FL 33138- 995920817 SW 92 Court CUTLER BAY FL 33189- Contractor(s) Phone Cell Phone Valuation: $ 71,550.00 COASTAL CONSTRUCTIOIN S CONST (786)238-7588 Total Sq Feet: 0 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Final PE Certification Date Denied: Window Door Attachment Type of Construction:INTERIOR RENOVATION Occupancy: Framing Stories: Exterior. Insulation Front Setback: Rear Setback: Drywall Screw Left Setback: Right Setback: Window and Door Buck Bedrooms: Bathrooms: Fill Celts Columns Plans Submitted:Yes Certificate Status: Review Electrical Certificate Date: Additional Info: Review Electrical Review Electrical Bond Retum: Classification:Residential Review Planning Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Review Planning CCF $43.20 Review Planning CO/CC Fee $50.00 Invoice# RC-9-15-57039 Review Building DBPR Fee $32.20 11/06!2015 Credit Card $2,575.10 $50.00 Review Building DCA Fee $32.20 09/10/2015 Cash $50.00 $0.00 Review Building Education Surcharge $14.40 Review Structural Permit Fee $2,146.50 Review Structural Pian Review Fee(Engineer) $120.00 Review Structural Pian Review Fee(Engineer) $120.00 Review Mechanical Scanning Fee $9.00 Review Mechanical Technology Fee $57.60 Review Plumbing Total: $2,625.10 Review Plumbing In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction an nin uthermore,I authorize the above-named contractor to do the work stated. November 06,2015 Auth n re:Owner / Applicant ontractor / Agent Date Building Department Copy November 06,2015 1 I 3 Miami Shores Village -`' Building Department NOV 0 5 2015 .z r 10050 N.E.2nd Avenue,Miam}Shores,Florida 33138 - Tel:(30S)795-2204 Fax:(305)756-8972 �1 INSPECTION UNE PHONE NUMBER.- 762.4949 l'� FBC 20 I t+ BUILDING Master Permit N PERMIT APPLICATION Sub Permit No. []BUILDING []ELECTRIC 0 ROOFING ❑ REVISION ❑EXTENSION ❑RENEWAL []PLUMBING ❑MECHANICAL QPUBLIC WORKS []CHANGE OF ❑CANCELLATION []SHOP CONTRACTOR DRAWINGS JOB ADDRESS: S C City: Miami Shares County: Miami Dade Zip: 2:6\2jA Folio/Parcell. Is the Building Historically Designated:Yes NO Occupancy Type: Load: Constructlon Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder) Phone#• S� �� Addr qty: State: Zip: Tenant/ Name: Phone#• Email• -. ,�• � � � CONTRACTOR:Company Name: ne#: Address: qty: State: F1- Zip: 1331 l Qualifier Name: Phone#: 6 -3710 State Cert}tk atlon or Registration#: Certifkate of Competency#: _ DESIGNS t nglneer: c�� o� `c'�Q Phone4�UVc�.�- s3((��"�-a Address: City: State: Zip: Value of Work for this Permit: !l ua' rib ' Footage of Work: Type of Work: ❑ Addition Alteration ❑ New fir❑ Repair/Replace ❑ Demolition Description of Work: 'J PLA76 /l1Z , �ty � 3� -? IL gt �ACF V1106w( Specify color of color thrn Nle: rr (� Submittal Fee$ Permit Fee$ 01 f0' CCF$ /S� co/Cc$ Scanning Fee$ ' CQRadon Fee$- o�• DBPR$ Notary$ Technology Fee$ ° Training(Education Fee$ ) �® Double,,F��ee��$ Structural Reviews$ Bond S ®®IA-L 7 r� TOTAL FEE NOW DUE$ �� `.� ' 1 v IRevied02/2+0/2014} Bonding Company's Name(if applicable) Bonding Company's Address qty 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 AppGoanL• As a condition to the Issuance of a bulIding permit with an estimated value exceeding$2300,the applicant must promise in goad faith that a copy of the notice of commencement and construction Nen law brochure will be delivered to the peesan whose property Is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the fob site for the first inspection which occurs seven (7)days after the building permit is Issu In the absence of such posted natke, the inspection*111 not be approved and a reinspectlon fee wNl be charged. Sena Signature OWNER or AGENT CONTRACTOR The foregoing Instrument was acknowledged before me this 7 he for of g M;t In was=knowledged before me this day of Ig��=-------- .2Q/J ,bit f tly67!�) is personally known to person me or who has produced /`%::, as me or who has produced as Identification and who did take an oath. Identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: �r�, ,I�,ry a ,.R••'.,F�'o YGOLDRIiNG Seal: ro"Wn Seal: * MY COMMISSION#EE 860780 air sicca°�Ft°nde EXPIRES:February 15,2017 MY MFeliciano r9'FOKflo�\c BondedThruBudgetNotaryServices �Y Q@roroleNon FF 082753 sss*ss . . s �%es*sssssss ***s********************r**s**assn*r*s**s*******sssessss#*****ss**** APPROVED BY Plans Examiner Zoning Structural Review Clerk (ltvlsed=4/2014} STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 GREEN, DONALD MATHEWS COASTAL CONSTRUCTION &CONSULTING CORP 12555 BISCAYNE BLVD#977 NORTH MIAMI FL 33181 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque restaurants, DEPARTMENT OF BUSINESS AND and they keep Florida's economy strong. PROFESWONAL'REGULATION Every day we work to improve the way we do business in order to CGCO34697 10-SUED, 08/14/2014 serve you utter. For information about our services,please log onto wwWrilro aridalicense.com. There you can find more Information CERTIFIED G I..GONTRACTOR about our divisions and the regulations that impact you,subscribe GREEN,DONARIIAMIEIIVS to department newsletters and learn more about the Department's COASTAL CONS'AUCTION&INSULTING initiatives. Our mission at the Department is:License Efficiently,Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, IS CERTIFIED under the provisions of Ch.489 FS and congratulations on your new license! Expiration date:AUG 31,2016 11408140601766 DETACH HERE RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CGCO34697 The GENERAL CONTRACTOR ,> Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31,2016 GREEN, DONALD MATHEWS COASTAL CONSTRUCTIbiaCONSULTING CORP lls � 12555 BISCAYNE BLVD�7.�°; �; „ ,. ,w -NORTH MIAMI A181 '� ■ oc• icn. mere■nn�• rV001 AV AQ DCf%1110Crl RV I AXA/ CCltit I4AnR4Annn17M 11/05/2015 20:00 FAX IM002 City of North Miami Q V 776 N.E.125 Street • North Miami, FL 33161 • 305-893-6511 TH MIAMI Business Tax/Certificate of Use Receipt Issued pate: 10/1/2015 OFFICE FOR GENERAL CONTRACTOR/CONSULTANT Expiradon Date:9/30/2016 Business Tax Receipt#: BT 002628 Business Name f Address: COASTAL CONSTR.&CONSULTANTS CORP 125M BISCAYNE BLVD,BOX 977 COASTAL CONSTR,&CONSULTANTS CORP NORTH MIAMI, FL$3181 125W BISCAYNE BLVD BOX 977 WWI A.Etienne,Esquire,City Clerk NORTH MIAMI,FL 33981 • NON-TRANSFERABLE • POST IN A CONSPICUOUS PLACE • NON-TRANSFERABLE 11/05/2015 12:37 FAX R001 ,or.Concepcian dada Fax:(906)489.9481 To: Fax: +1(TOM M8-7588 Fags 1 of 1 11MMIS 801 AM CERTIFICATE OF LIABILITY INSURANCE °11x,5"' THIS CERTIFICATIR IS 1881IED AS A MIATTUR OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDrR.THIS OIR11FICATE DOSS NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COYERAGB AFFORDED BY THE POUCIES BELOW, THIS CERTIFICATE OF INSURANCE Dome NOT CONSTITUTES A CONTRACT BCTWORN THE ISSUING INSURER($).AUTHORIZED RMPRi18ENTATIVE OR PRODUCER,AND THr CERTIPICATE HOLDER. IMPORTANT: if the osrtifleab holder Is an ADDITIONAL INSURED,the polloy ies)must be sndorsed. M SUBROGATION IS WAIVED,subject to the terms and ecncullons of the Policy,Certain policies may rrquire an endersemeriL A statwerwl on this osrBflame does not confer ribhts to the owifficate holder in lieu of soh endorsemo s. PROM= ALL CITY INSURANCE ING-ACI CARMEN RODRIGUEY 275 FONTAINEBLEAU BLVD. 463-Ml 4W&97 SUITE 1g0 ADDRESS; OMAILO/ILLCITYINS.COM Mhw FL 33172 IaPPo MORALE wWJM AMID-CONTINENT CASUALTY CO 2s4ia COASTAL CONSTRUCTION 8,CONSULTING CORP. INSURMt 15_ ' 12556 BISCAYNE BLVD. a r #1977 n,suRe,D: NORTH MIAMI FL 33181- COVERAGIM CERTIFICATE NUM8011:10 RE MOON NUMBER:00 INS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THI?INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOIWTHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT NTH RESPECT TO VMOH THIS COMF1OA-M MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 19 SUBJEOT TO ALL THE TERMS, EXCLUSIOM AND CONOITIONS OF SUCH POLICIES.LIMITS SHO MY MAY HAVE BEEN REDUCED BY PAID CLAIM$. True OF smuRANoa POLICY MMM Jp2mosm facm, LAWS A wmaRALLIAWTY 04OLS33477 114t2015 /1412016 uRg� - 1,0W•� X KY ac�6TORENiED 900000 cLAlwa��uR An ow EXCLUDED a 1.000,000 GENERAL ALMARGAT6 6 2.000.000 AtcR LIb►rrCOMMEAGG eagaza 2,000 000 X PaucY a AWMM OBLN UADWY oM81N,'D 81NC�!! ANYALRO LIMY INRIRY(fwPpw,>I 9 W oo A Ihw 6=YINIUR 0w"dit"mcwwS mmmAUTos Aut(A "''m DAMAGE a s LMR5LLA LIAB cctuR I FxCbf89 LIAR 0AIMADE AGOM24TE wOalmlea COMPENaATIOM SEAT OTN- AMD WMILOAfERR r LIAMLIfY �pR,I,f l NIA MLGWKAOiWNT S If 913tE�tau�eaPP NIS D13 -POLICYUMrr s CONSTRUOTI �B800 uM•oRAcoae,m.Aemrroe.t p.�rt,.aan.4eu..I►mw.+ e N r omnel GENERAL CONTRACTOR UG 0 CGCM4697 CERTIFICATE HOLDER CANCELL&MIt Al 000110 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE VILLAGE OF MIAMI SHORES THE EXPIRATION DATE TH11REOP,NOTICE WILL BE DELIVERED IN BIlILDiNG DEPT. ACCORDANCE Wr(N THE POLICY PROVIEIONs. 100.50 NB 2 AVE MIAMI SHORES !=L 33138- AUTt OMM REPRBMTATM 01888 2010 ACORD OORPORATM. All rights rosorad. ACORD 2ti(2014M) That ACORD Hama and loge are registered r Fks of ACORD JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL OFFICER 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: 7/29/2014 EXPIRATION DATE: 7/28/2016 PERSON: GREEN DONALD FEIN: 650507302 BUSINESS NAME AND ADDRESS: COASTAL CONSTRUCTION& 12555 BISCAYNE BLVD#977- NORTH 977.NORTH MIAMI FL 33181 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR Pursuant to Chapter 444.W(14),F.S.,an officer of a dation who elects exemption►from this chapter by ftig a certificate of election under this section may not recover bemets or compensation ung this chapter.Pursuant to Chapter 440.05(12).F.S.,certificates of election to be exempt...apply only within the some of the business or trade hated an the notice of electim to be exempt.Pursuant to Chapter 440.08(131,F.S.,Notion of election to be exempt and certificates of election to be ex mpt shall be aMect to revocation H,at anytime atter the fuft of the notice or the tsauanoe of the certificate,the person n on the notice or cwtIficete no longe meets the requin n encs of this section for Issuance of a certificate.The department shell revoke a certificate at any time for faffure of the person named at the certificate to meet the requirenuaft of this section. DFS-F2-DWG252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS?(850)413-1609 rnrMiami Shores Village n Building Department (pR ► 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax:(305)758.8972 Notice to Owner— Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers'Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time, or full time employees,including the owner,must obtain waters'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 off=of rhe corporation in the records of the Florida Department of State,Division of Co iporatlons;and 3. The corporation is registered and listed as active with the Florida Departmmnt 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 he the only perm allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers'corn insurance coverage from the conhactor's company for day labor,part time employees or subcontractors. BY SIGNING LO YOU OWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Owner State ofFlod a County of ' Dade T .0t; regoing wa acknowl�ge before r�this day of ,20 By who is perso y known to me or has produced nA- as identification. NANCY tOIDRIMG Notary: * * W COMMISSION#EE 860780 ,� r EXPIRES:February 15,2017 SEAL: �IFOF RL°t��O BoeW Thru Budget No"Services OASTAL ONSTRUCTION& ONSULTING ORP. COMMERCIAL •. R.ESJDENTIAL October 27,2015 State of Florida County of Miami-Dade Before me this day personally appeared Donald Green who,being duly sworn,deposes and says: That he or she will be the only person working on the project located at 9959 Biscayne Boulevard,Miami Shores, FL. � r Sworn to(or affirmed)and subscribed before me thisQday of 2015, Personally known NMCY GOLDRING MY COMMISSION#EE 0M OR Produced identification EXPIRES:February 15,2D17 . 8T" OFDm or Thru N°wSwim fiypeof,Identification Produce Print,Type or St p ame of Notary Keystone Executive Plaza• 12555.Biscayne Boulevard#977•North Miami,Florida 33181 (786)238-7588•Fax:(786)238-7588-E-Mail:coastaldon@aol.com OASTAL I I I C ONSTRUCTION & ONSULTING ORP. COMMERCIAL RESIDENTIAL 11/04/2015.07:54:12AM CONSTRUCTION COST-BREAK_ DOWN Global Real.Estate 9959 Biscayne Blvd Miami Shores Plans By:Felipe Martinez DESCRIPTION Contract ADDITIONS Price CHANGES ARCHITECT PERMITS IMPACT FEES GRADING INTERIOR DEMOLITION' - $600.00 EXTERIOR DEMOLITION $1,800.00 WOOD TRELLIS $1,500.00 DEMOMEMOVE EXISTING WINDOWS $1,500.00 WINDOW/IMPACT $15,000.00 ELECTRIC.(BY GLOBAL) $10,000.00 PLUMBING $11,000.00 PLUMB/FIXTUES $3,000.00 HVAC - $5;000.00 ROOFING $2,000.00 LATHE/STUCCO - $2,500.00 IN ULATION $800.00 FRAMING/DRYWALL/WONCOTE_ $9,000:00 MILLWORK(NEW DOORS CASING BASE $2,400.00, TRIM CARPENTRY $2,500.00 KITCHEN/BATH CABINETS $10,000.00 KITCHENBATH COUNTERTOPS $5,000.00 BATH TILE $4,500.00 FLOORING $10,000.00 PAMMNG(INSIDES OUT) $49000.00 ' MIRRORS/ENCLOSURE $1,800.00 GARAGE DOORS $300.00 APPLIANCES $4,000.00 IRRIGATION $500.00 GUTTERS ? LANDSCAPE ? SOD ? CARPET ? CLOSETS SHELVES '$600.00 FINAL CLEAN $650.00 PRIVACY WALLIVENCE MAILBOX ? CLEANUP $1,500.00 TRASH --.$i,00-0.oq INSURANCE MISC(TEMP FENCE). GC MANAGEMENT (10K) $6,000.00 TOTAL $117,550.00 Keystone Executive Plaza• 12555 Biscayne Boulevard#977•North Miami,Florida 33181 (786)238-7588•Fax:(786)238-7588•E-Mail:coastaldon@aol.com OASTAL ONSTRI)CTION & NSULTING oRP. COMMERCIAL RES IDENTIA L To:Global Real Estate Acquisitions and Investis Re: 9959 Biscayne Bly L Miami Shores Coastal Construction& q ultants Corporation herein referred to as"Contractor/Manager"will provide to"Global Re4 I Estate Acquisitions and Investments"referred to as"Owner/Agent", the licenser,manageme it,' and supervision and related due diligence to successfully complete renovations to the ref property. TERMS AND CONDITIONS 1. All con.rat 3 and payments will be evaluated,negotiated,and awarded by Con taianagerandOwner/AgentandSubcontractor. II. All sub n will be between Owner/Agent andthe individual Subcontractor. III. All will be made by Owner/Agent to Subcontractor on atimely basis cons'consiste at 4ith industry standards. IV. All pa ' is to Contractor/Manager will be made timely an4 as outlined below. V. Con tot,Manager will maintain insurance directly related tothe building permits. VI. All Subcottp2dors will be responsible to maintain the necessary Liability,Auto and Work pensation insurance while working on the site. VII. Allrformed will comply with applicable building codes and be performed in a profess io#d and workmanlike manner. VIII. All iated with construction,plans ifnecessary,permits,engineering, architec tua d general labor,site improvements,etc.will be paid for by Owner/Agent. Keystone Em.ctW ve Plaza-12555 Biscayne Boulevard#977•North Miami,Florida 33181 Q86), 238-7588•Fax:(786)238-7588•E-Mail: coastaldon@aolcom GRE/Coastal Pg.#2 IX. OwnerjAg ent will be responsible to provide to Contractor/Manager all necessary plans, eys,engineering,architectural approval and associated documents and fees necessary o affect a permit. X. All Su tractors as designated by Contractor/Manager will be required to execute a f xmW contract and detailed Scope of work in accordance with their specific work. Xl. Owner'A nt will provide all customer data including color selections,options, change orc ers and other information necessary in a timely basis. XII. Con tot anger shall perform supervision and direct the work using the Con /Managers'best skill and attention.Owner/agent will perform daily supero sion to assist in this process as needed. XIII. Con ager shy be responsible for and have control over construction means,methods,techniques,sequence,and procedures and for coordinating all portio the work under the contract unless contract documents give other specific instructions. XIV. The C ntr ctor/Manager shall enforce strict discipline and good order among Subc tractors. XV. Chanps . 1.work or specifications shall be accomplished by written change order or constrt n change directive signed by Owner/Agent and accepted by Con anager. XVI. Con anager shall take reasonable precautions for safety to prevent damage, injury r 1 ss. C Keystone Executi ic Plaza- 12555 Biscayne Boulevard#977-North Miani,Florida 33181 86)238-7588-Fax: (786)238-7588-E-Mail: coasteldon c@aoi.com GRE/Coastal Pg.#3 It is estirr.atedthattheworkassociatedwiththeprojectshallbecompleted within 2 r ionths from execution ofthe agreement,permit and architectural appro als, pending delays beyond our control(i.e.acts of God,nonpayment, etc.) Con to/Manager shall proceed expeditiously with adequate forces and will make,every attempt to achieve substantial completion within the referenced time. XVII. Based Dn it preliminary analysis,Contractor/Manager has estimated the direct costs plete the referenced project to be apx..$60,000 and will make every reason ibl, attempt to complete said work for this amount.This is though,not a condt on,1 f payment or successful completion of Contractor/Managers obliga ion a under this agreement. XVIII. Contmtor and Owner agree that in the event of a dispute under this contract,both parties shall agree to meettin good faith in effort to resolve such dispute.If all reasomble efforts fail,then both parties agree to attempt to settle the dispute via medial on.If for some reason the dispute cannot be settled by mediation,then;as a last resl3m both parties agree to utilize arbitration as administered by the American Arb' : 'o Association(AAA).Both parties agree that any such meetings shall take pl in the county that the project is located in. I I Coastal will lalpw to perform the stated responsibilities in accordance with owner's directives for flie f Dflowing total compensation of $10,000.00 I)Payment of 5 .00 as deposit and balance shall be paid as follows$1,000 biweekly. ACCEPTANCE OF AGREEMENT The foregoing terms,i co of work,payment schedule are hereby accepted and agreed.All deviations from the information uo erein will be upon written change order signed by both parties.All work will be performed iri a p s nal and workmanlike manner and in accordance with standards in the industry as well as liebi lding es. Donidd'V. or o 0 Coastal Consm icti, nsultants Corp. Global Real Estate Acquisitions and Investments Respectfully subm' Donald Green Keystone'R cect tive Plaza•12555 Biscayne Boulevard#977•North Miami,Florida 33181 7 )238-7588 •Fax:(786)238-7588 •E-Mail:coasWdon@aol.com 1 OASTAL ONSTRUCTION & ONSULTING ORP. COMMERCIAL - RESIDENTIAL PERSONAL:Donald M. Green 701 92"d St. Surfside,F1.33154 Cell#305-992-3747 SUMMARY OF QUALIFICATIONS: In-depth experience in the following areas: Expert Witness Testimony including code compliance,construction defects, Costs Breakdown&Analysis,permit investigation,plan review, (Florida Building Code,OSHA,ANSI,Life safety,ADA,Municipal,Fire codes and other issues relative to the permitting,design,and construction process) GC Management services including plan review,permitting,code compliance and sales for developers,homeowners,and professionals relative to construction and real estate development in the tri-county area of South Florida. (Licensed General contractor for over 20 years) Residential Construction including site acquisition,planning and design, plan review and permitting for single and multifamily homes. Identifying and responding to changing market conditions,funding,and supervision of all subcontractors,working with government agencies and financial institutions as well as real estate workouts. Commercial Construction including planning and design,plan review, cost analysis,contract negotiation and supervision of subcontractors, inspecting,project planning and development,as well as implementation of safety regulations. Inspection Services : including quality control, site safety,institutional Draw request, Code&Governmental Compliance,Loss Mitigation Analysis Property Management including budgeting,capital expenditures, supervision of maintenance and improvements,marketing and sales, negotiating association disputes and oversight of leasing services. Keystone Executive Plaza- 12555 Biscayne Boulevard#977-North Miami,Florida 33181 (786)238-7588-Fax:(786)238-7588-E-Mail:coastaldon@aol.com Marketing&Sales including property analysis,due diligence; advertising,broker relations and support. (Licensed real estate associate for over 20 years) LICENSES: State Certified General Contractor State of Florida Real Estate salesperson EDUCATION: University of Miami/ Barry University Miami,Florida Bachelor of Science degree/major in Business Mgmt. REFERENCES: Available upon request PROFESSIONAL EXPERIENCE 1994 to Coastal Construction& Consultants Corp. Present North Miami,Florida President General Contracting, GC management,and Development Company providing services to investors,homeowners, developers,attorneys,financial institutions including new construction,remodeling,inspections,property workouts,expert testimony,marketing and consulting. Partial client list Rossman Baumberger Reboso Spier&Connolly Holland&Knight Grossman Roth Leesfield&Partners Richman Greer Freidiii Dobriusky Thornton Davis&Fein Cole Scott&Kissane Brumer&Brumer Wolpe Liebowitz Alvarez&Fernadez Gaebe&Mullin Demahy Labrador Drake& Payne Young&Adams Stone&Connolly Premier Design Group Keystone Executive Plaza• 12555 Biscayne Boulevard#977•North Miami,Florida 33181 (786)238-7588•Fax:(786)238-7588•E-Mail:coastaldon@aol.com Crescent Heights Corporation Marriott Corporation Oceancoast Construction Weitzer Homebuilders Bonded Builders Warranty Corp. Royal Coast Enterprises Castle Beach Club Ocean Club Condominium at Key Biscayne . 1991 to LENNAR HOMES 1994 Miami,Florida Broward County Construction&Marketing Director Responsible for oversight of all phases of site development, planning,permitting,contracting,construction and marketing of over 700 homes annually 1984 to FIRST STATE DEVELOPMENT CORP. 11990 Wellington,Florida Senior Vice.President Residential and commercial builder/developer with in excess of 25 million annual sales. Supervised all administrative,sales and construction personnel. Responsibilities included obtaining funding from financial institutions,design and architecture,land planning and permitting, subcontracting,marketing and sales,and client negotiations and relations. 1981 to GREEN-KROLL CORPORATION 1984 Coral Springs,Florida Director of Construeion&Sales Responsible for supervising subcontractors in all phases of residential and commercial construction. Oversight of in house and broker sales personnel as well as contract negotiation,title commercial leasing. 'al sales and comm work,closings residents g• 1978 to GREEN-KROLL CORPORATION 1980 Coral Springs Florida Superintendant Learned construction practices from the ground up working with all subcontractors and trades involved in residential construction. Keystone Executive Plaza• 12555 Biscayne Boulevard#977•North Miami,Florida 33181 (786)238-7588-Fax:(786)238-7588•E-Mail:coastaldon@aol.com r � Miami Shores Village � " Building Department se10 2015 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY: Tel:(305)795-2204 Fax:(305)756-8972 = INSPECTION LINE PHONE NUMBER:(305)762.4943 Gj+1i I:Bc 2014 BUILDING Master Permit No.-EC ��- 2'3©x` o. EC�2'3©x` PE IT APPLICATION Sub Permit No. BUILDING ❑ELECTRIC ❑ ROOFING REVISION EXTENSION r7 RENEWAL []PLUMBING ❑MECHANICAL []PUBLIC WORKS [] CHANGE OF ❑CANCELLATION ❑ DRaPwINGs s CONTRACTOR JOB ADDRESS: J ( [7`L ` Will ill Miami Sho Conn : Mia ade Folio/Parcel#• 11 3340S7-0(q- 0, 1 7 d the Buildirq Histo Ily Designated:Yes NO Occupancy Type: R s=S Load.. Construction T S Flood Zone. BFE: FFE: Titleholder:CAORAL k� �- '`T AM � v�one# �Y'�Ci.St`/7 "l7(�, OWNER:Name(Fee Simple } Address: d081 7 5W Xb Cr. city: C,SrL m & State ® Zip: J'3��9 Tenant/Lessee Name:/, ne#: Email: M /ia �7 3 hot M4�(• C6� CONTRACTOR:Company Na W Co on `� s ,s-r- rd Address: �� gyp. 3 307 City: CA /�L- Q1 N S —State 660 Qualifier Name: AbAJAJ A) 'A Phone#: dq-5'f-9P6/~"�®S I State Certification or R ti n#: C MUM 3 UM Certifica of Competency#: DESIGNER:Architect/Engin r: Phone#: Address: State• ZIP: value of Work for this Permit: Sq a Linear a of Work: Type of Work: ❑ Addition enation ❑ Ne Repair/Replace ❑ Demolition Description of Work: ftJ G PU A-6Ur4'lZI AV-•b Specify color of color thm tile: Submittal Fee$ J V x 1 Permit $ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews it Bond$ r � 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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing inst ent was acknowledged before me this Q� day of SEPTUM W-- ,20 I S ,by �day of 20 by , A AAA JsPM.A GA kbtJwho is personally known to r gC2 t .who i ersonally lino me or who has produced rLORLWA Off- as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: /4 D � u'`� t,l� Print: Seal: 1 ADRIANNDNALK Seal: -1 of fw" BIy ON#FF2VW iIll tigo .li to Mr . EXPIRES:Ap H 21.2019 Banded Thm NMmy Pala iNa a�*ass$aa�a�a�a��►+�s$��ea�asea��a�a�a�a�a�ae�a�a�a�a��a�sa�g$a�*a�s��re��+r��a�e�r�sa� s e� *se��a�a�s'a��issa�s�s�sa�a��*+�aa�s+x*aae�+rsa��xa� a APPROVED BY Plans Examiner tz Z !d —Zoning 1l� �® Structural Review Clerk ` r CFN: 20150468466 BOOK 29706 PAGE 1024 DATE:07/21/2015 02:19:16 PM DEED DOC 2,670.00 HARVEY RUVIN,CLERK OF COURT,MIA-DADE CTY Prepared by and Return to: Hillsborough Title,Inc.d/b/a Paramount Title Kari Cana= 1502 West FletcherAvenue,Suite 101 Tampa,Florida 33612 Our Fite Number:PT-14-1014 Parcel ID: 11-3205-019-0470 SPECIAL WARRANTY DEED THIS INDENTURE, made this June 3, 2015 A.D by U.S. BANK TRUST N.A., AS TRUSTEE FOR LSF9 MASTER PARTICIPATION TRUST, whose mailing address is: c/o Caliber Home Loans, Inc. 3701 Regent Blvd. Irving, TX 75063, party of the first part, and GLOBAL REAL ESTATE ACQUISITIONS & INVESTMENTS, LLC, A FLORIDA LIMITED LIABILITY COMPANY whose mailing address is: 20817 SW 92nd Court Cutler Bay,Florida 33189,party/parties of the second part, WITNESSETH: First party, for and in consideration of the sum of TEN AND NO/100 DOLLARS ($10.00)and other valuable considerations,receipt whereof is hereby acknowledged,does hereby grant,bargain,sell, aliens, remises,releases,conveys and confirms unto second party/parties,his/her/their heirs and assigns, the following described property,towit: Lot 11,Block 178,REVISED PLAT OF TRACTS 175A, 175B, 175C,176A,I76B, 178C,177A,177B AND 178A OF REVISED PLAT OF MIAMI SHORES SECTION 8, as per plat thereof,recorded in Plat Book 43,Page 67,of the Public Records of Miami-Dade County,Florida. Subject,however,to all covenants,conditions,restrictions,reservations, limitations,easements and to all applicable zoning ordinances and/and restrictions and prohibitions imposed by governmental authorities,if any. TOGETHER with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD the same in fee simple forever. AND the party of the first part hereby covenants with said party of the second part, that it is lawfully seized of said land in fee simple: that it has good right and lawful authority to sell and convey said land; that it hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons claiming by,through or under the party of the first part. DEED-Spacial warranty Deed-Corporate Closers'Choice I e • CFN:20150468466 BOOK 29706 PAGE 1025 IN WIT E� .W REOF,first party has signed and sealed these present the date set forth on LS'igtzad, settled and della ed in our presence: ��, U.S. BANK TRUST N.A., AS TRUSTEE FOR. LSF9 imm SignatuflamOna Smith MASTER PARTICIPATION TRUST J'i By:Calibcr Home Loans,Inc. Printed Witness Name Its:Attorney-In-Fact u �tt�v gy. Witness Signature Stephatde Print Name: Printed Witness Name Robin Hoskins Title:AUTHORIZED SIGNER State of To County of Dan The foregoing;instru a as acknowledged before me this "�- ,by 1t°b#nosn the authorized signer of Caliber Home Loans,Inc.,who is the attorney in fact for U.S.BANK TRUST N.A. who is personally known to me or who has produced drivers license as identification. No ary PublicOdeftHodes Print Notary Name a HODGES My Commission Expires: My commission Expires p , February t1,pot9 Notary Seal i DEED-Special warranty Deed-Corporate Closers'Choice f Miami shores Village Building Department fi R 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305) 756.8972 I Notice to owner - Workers' Com 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 budding 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 it 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 time Florida Lint of State,Division of Corporations. No Mere than three corporate officers per corporation or limited liability company members are allowed to be exempt. Consruction 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 Hese circumstances,Miami Shores Village does not require verification of workers'compensation imt$»mance coverage from the contractor's company for day labor,part-tune employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CO :; Sl _ Owner State of Florida County of Miami-Dade 070 � F The foregoing was acknowledge before mite this day of ,20/.� gy S�CI�'►J� 5" ��e0k),E - who is personally known to me or has produced Ro ®'L as identification. I gas �'✓� W Imm* FFA Notary: ,, D(P1 &Apt 2t,2019 SEAL- 4D k�' �/�I A 6e e�a►tmn ere:,n�a s The Nowalk Group,LLC 11287 NW 7th St. Coral Springs, FL 33071 (954)801-2051 September 10th,2015 To whom it may concern, On this day,Adrian Nowalk has appeared before me.Being duly sworn,Adrian Nowalk affirmed the following: I,Adrian Nowalk,will be the only person to complete the roofing work on the property located at 9959 Biscayne Blvd.,Miami Shores, Florida. Adrian Nowalk STATE OF FLORIDA COUNTY OF (-d Sworn to(or affirmed)and subscribed before me this 0 day of SM 20 ,by(name of person making statement). RACHEL TEST Mian1 �a1 : - MYc�I +��,z,r1 o 9XPOWS Am 27.2016 (Name of Notary Typed,Printed,or Stamped) Personally Known ✓ OR Produced Identification Type of Identification Produced STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850)487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 NOWALK,ADRIAN JOHN THE NOWALK GROUP, LLC 11287 NW 7TH STREET CORAL SPRINGS FL 33071 -- Con r t daft-Kati psi With this fierithe 9 se�yccolnm o�of neadY- - ,� •-�--��- ��:.�..�,.w _�_ ...�,.-�..��, � :�..:�, one million Fbr cGarm licensed by the Department of Business and , Professional Regulatiom Our professionals and businesses rhe STATE OF FLORIDA from architects to yacht brokers,from boxers to berbeque restaurants, DEPARTM- OF BUSINESS AND and they keep Fkhruia's economy strong. 1WPROF F ULATION rK Every day we wank to improve the way we do business In order to CRC1331247 s /2015 serve you better. For information about our services,please log onto ; www.myftorldaIicerase,aom. There you can find more inforrnathon CERTIFIED OR: about our divisions and the regulations that fact you,subscribe t+40WALK AD , to department newsletters and learn more about the Departrr erWs N initiatives. Tt1E+NOWA e Our mission at the Department is:License Efficiently,Regulate Fairly. We constantly stfire to serve you better so Out you can serve your Y c usl rs. nk you for doing business in Florida, is:cEEsa rt,IED;:undw the#sroviaions of Ch.489 FS and congratulations on your new license! e ►d 'Auo31,2046 L1. DETACH HERE RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY _ : 3 S`I"ATE C>►1=FLQi�tQA DEPARTNIENT OF SWSS ANO PROFESSIONAL REGULATfON CONSTRUC't'Ii1NDLfSTRY LICENSING HOARD Mie'MSIDENTIAL,CONTRACTOR, Nates b�aw;IS CI=RTlI=1ED t�8d+ 1 �ttawsbns" f Chaptaer 489 FS_ i. k OWP.AtAfl�v(R,�fiA�li dE3tl�t r-^ 7Th:-• '' ,:' 7.1 � °w,"�.�' a�. S Y 'ko"§.b • m . M L ISSUED: 08!0412015 DISPLAY AS REQUIRED BY LAW SEQa LISOB040000292 JEFF ATWATER CHIEF FINANCIAL 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: 6/20/2014 EXPIRATION DATE: 6/19/2016 PERSON: NOWALK ADRIAN J FEIN: 464453460 BUSINESS NAME AND ADDRESS: THE NOWALK GROUP LLC 10232 NW 47TH ST. SUNRISE FL 33351 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation wfw elects exemption from this chapter by filing a certificate of election under this section may not mover 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 atter 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 stop revoke a certificate at any lime for failure of the person named on the certificate to mW the requirements of On section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS?(850)413-1609 CERTIFICATE OF LIABILITY INSURANCEDATEW "") THIS CERTIFICATE IS ISSUED AS A ATTER OF INFORMATION ONLY AND CONIFERS NO RUMTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER IMPORTANT: if#w certificate holder Is an ADDITIONAL INSURED,the pollcy(les)must be endorsed. N SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an andorsen mt. A Statement on this cwrtiltcate does not confer rW is to the certificate holder in lieu of such ems). PER ARMANDO FUENTES A&F INSURANCE GROUP INC. SIE FAX No 1;954-607-SM 3333 W COMMERCIAL BLVD.SUITE 203E-MAIL ADDRESS,ARMAND09DAEINSURANCE11ROUP.COM FORT LAUDERDALE,FL 33309 AFFORDINGCOVERAGE MAtcs INSURER A: MESA UNDERWRITERS SPECIALTY INSURED INSURER B: THE NOWALK GROUP LLC 11287 NW 7th Street INSURER C; Coral Sprinp,FI 33071 INSURER D INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER:- TMS UMBER:THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT NTH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IN34R TYPE INSURANCE LTR POLICY NUMBER EXP LIMIM GENERAL LL48U Y EACH OCCURRENCE $1 QQM X COMAAERCIAL GENERAL LIABILITY PRE a 9m $IQDDW CLAIMS•MADE 1x]OCCUR MED EXP WN ale peram) $5000 A MP 1022 03M802015 03118/2016 PERSONAL s AM INJURY $1000000 p GENERAL AGGREGATE $2000000 GEWL AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPS AGG $INCLUDED POLICY PRO X LOC $ AUTOMOaILELIABLRY 1 1 1 ANY AUTO BODILY INJURY(Per person) $ ALL SOS D AUTOS BODILY INJURY(Per adckleM) $ HIREDAUTOS AUTOS 0WWED pw $ UMBRELLA A LIAROCCUR ! F EACH OCCURRENCE $ EXCESSLIAB HCLAIMS4AADE AGGREGATE $ DER I I RETENTION$ $ INORICERS COMPENSATION ❑ STA 10TH AND EMPLOYERS'LIABILITY YIN E.L.T ' U'� ER ANY PROPRIETORIPARTNER/EXECUTiYE EACH ACCIDENT $ OFFICEBER EXCLUDED? MIA (M r In MN) EL.DISEASE-EA EMPLOYE $ Byes,dewire uro E.L.DISEASE-POLICY uMrr $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES ACORD 101,Adder Remoft Sdwdule,B owe space N nxpdnmq GENERAL LIABILITY- RESIDENTIAL CONTRACTOR CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THS, NOTICE WILL. BE DELIVERED IN BLDG DEPT ACCORDANCE WITH THE POLICY PROVLSIO$IS. 10050 NE 2ND AVE AUTHORIZED REPRESENTATIVE MIAMI SHORES,FL 33138 Armando Fuentes.Commercial Insurance Broker. 01988.2010 ACORD CORPORATION. AN rig read. ACORD 25(2010M) The ACORD name and logo are registered marks of ACORD r v a . T-a t 2- � CITY OCT 012015 By(_,:�_ OPY GLOBAL REikiRAUE AND INVESTMENTS LLC x INTERIOR RENOVATION AND EXTERIOR ADDITION OF WOOD TRELLIS AND CONCRET T D Ric gAp�QVF (� STRUCTURAL CALCULATIONS PREPARED BY Date B Desi ned 10/05/2015 A.H. p Re ed :I QM5/=VS . ' A.V. 1 QC Check .. .1 0 J.P.S. Felipe Ma nez,RE ��ps A roved•• ••1 /8 F.M. RE No.68402 . ... . . . ... .. . . . . .. • . . . . . • . . • . • ... . .. . . •.• . . .. . ..... . . . . . •• •• . • . .. •• ... . . . ... . . r PROJECT DATE: "10105/2015 BISCAYNE BLV HOUSE MIAMI SHORE, FLORIDA SHEET 1 OF 13 1. WALKWAY 4"Thick slab on compacted earth. No bending moment Minimum reinforcement 0,0018 ACI As(Req'd) =4*12*0.0018 0,09 int Use WWF 6"x6"W6x6 0,12 int 2. TERRACE ROOF VERTICAL LOADS Dead load Notional 10 psf Wind Load (down) 28 psf Wind Load (uplift) 16 psf (See calculations) Total vertical loads =+28+10 38 psf WOOD Southern Pine,Select Structural Repetitive Member Factor Cr 1,15 Wet Service Factor Cd 1,00 Load duration Factor 1,00 Conservative all factors will be 1. Deflection L/180,No ceiling Properties Fb= 1.900 psi Fv= 175 psi Fc-- 2.565 psi E= 1.800.000 psi JOIST Load on joist @2,25 2,25 ft .0*+3%`2.x'12 .'. .•• 6,33 pif Span •. •; ; ; �•� •� L= 11 ft M+ =0634nA21/896 Ib-ft V =6.33*11/2 35 Ib . ... . . . ... .. . . . . . . . . . . .. . . . . . .. ... . ... . . . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 4 PROJECT Dare: '10/05/2015 BISCAYNE BLV HOUSE MIAMI SHORE, FLORIDA sHeer 2 OF 13 2 x5"element(Nominal) Real dimensions 1.5"x4.25" S =(1.5*4.25^2)/6 4,52 in3 f 1.900 psi M =+1900*4.52 8.580 Ib-in =+8579.69/12 715 Ib-ft OK V =175*(1.5*7.25) 1.903 Ib OK Cantilever 1= 2 ft M- =+6.33*(2A2)/2 12,67 Ib-ft Ok BEAMS Load on beams W =+38*13*(13/2)/11 291,91 pif Span L= 10,00 ft M+ =+291.91*(10^2)/8 3.648,86 Ib-ft V =291.91*10/2 1.460 Ib 2(2 x5")element(nominal) 2(1.5x 4.25) S =2*(1.5*11.25^2)/6 63 in3 f 1.900 psi M =+1900*63.28 120.234 Ib-in =+120234.38/12 10.020 Ib-ft OK V =+175*2*1.5*11.25 5.906 Ib OK CONNECTIONS Joist to masonry V 1903 Ib Use HU28 Beams to masonry V 1.460 Ib Use .•FIU742: •• . .. . . . . ... . .. ... .. . . . .. . ... . . . ••• .. . . . . . . . . . . .. . . . . . .. ••• • ••• • • • 0:0 Or . . . . . . . . . . . .. .. . . • •• •• ... . . . ... . . PROJECT DATE: 00/01/1900 BISCAYNE BLV HOUSE MIAMI SHORE, FLORIDA sHM 3 OF 13 3. TERRACE ROOF-UPLIFT LOADS w 16 psf Conservative JOIST Load on joist @2,25 2,25 ft =+16*2/12 2,67 plf Span L= 11 ft M+ =(+2.67*11A2)/8 40 Ib-ft V =2.67*11/2 15 Ib 2 x5"element(Nominal) Real dimensions 1.5"x4.25" S =(1.5*4.25A2)/6 4,S2 in3 f 1.900 psi M =+1900*4.52 8.580 Ib-in =+8579.69/12 715 Ib-ft OK V =175*(1.5*7.25) 1.903 lb OK BEAMS Load on beams w =+5906.25*13*(13/2)/11 122,91 plf Span L= 10,00 ft M+ =+122.91*(10A2)/8 1.536,36 Ib-ft V =122.91*10/2 615 Ib 2(2 x5")element(nominal) 2(1.Sx 4.25) S =2*(1.5*11.25^2)/6 63 in3 f 1.900 psi M =+1900*63.28 120.234 Ib-in =+120234.38/12 10.020 lb-ft OK V =+0*2*1.5*11.25 5.906 Ib OK CONNECTIONS Joist to masonry •• ••• • •• 15 Ib Use ••HU3$ .•: : : :.: '. . . .. ... .. . . . .. Beams to masonry V.'. .:. .'. .•• •;• 615 Ib Use; &26-2.-* :. ... . ... . . . ... . . . . ... . . . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PROJECT DATE: 10/05/2015 BISCAYNE BLV HOUSE MIAMI SHORE, FLORIDA SHEET: 4 OF 13 2. WIND LOADS-COMPONENTS AND CLADDING-ROOF LOW RISE BUILDING(30.4 ASCE 7-10) Fig.26.5-1 B V 180 mph Wind Directionaly Factor, Kd Table 26.6-1 Kd 0,85 Exposure Category C Sec.26.7 Topografic Factor Kzt 1,00 26.8.2 Enclosure Clasification Enclosed 26,1 Internal Pressure Coeficient 0,18 Table 26.11-1 Table 30.3-1 h 12,38 ft Kz 0,83 Table 30.3-1 Eq. 30.3-1 q =0.00256*Kz*Kzt*Kd*V"2 =0.00256*0.83*1*0.85*180"2 58,32 Ib/ft2 FBC Load Combinations(D+H+F+0.6W) FBC 1605.3.1 Factor 0,60 q =+0.6*58.32 34,99 Ib/ft2 Internal Pressure Coeficient, (GCp) Reductior 0190 Fig. 30.4-1 Least horizontal dimension(L) 59,00 ft 0.4*h =0.4*12.38 4,95 ft 0.1*L =0.1*59 5,90 ft 0.04*L =0.04*59 2,36 ft a min 3,00 ft a 4,95 ft TERRACE WOOD TRELLIS b 13,00 ft d .. ... . . .. 31,00 ft Area ...•• • • 403 ft2 . .. . . . . . Walls Intemal PressfiroJ::DdQQId14,(QCp)••• Fig. 30.4-2A GCp+ 0,20 GCp- zona 1 *:0 . ... 0,90 GCp- zoAQ; 1,10 GCp- zonst :• :.. '.' '.' ;• 1,10 ... . . . . ... . . . V: . . . 5 . .. .. . . . .. .. ... . . . ... . . PROJECT DATE: '10/05/2015 BISCAYNE BLV HOUSE MIAMI SHORE, FLORIDA sHWT: 5 of 13 Wind Pressure Eq. 30.4-1 p =q*(GCp-Gcpi) P+ =+34.99*(0.2*0.9+0.18) 13 psf p-1 =+34.99*(0.9*0.9-0.18) 22 psf p-2 =+34.99*(1.1*0.9-0.18) 28 psf p-3 =+34.99*(1.1*0.9-0.18) 28 psf STRUCTURAL MODEL .. ... . . . . . .. • . ... . . . . . .. . . . ... . . . .. ... ... . . . .. . ... . . . ... . . . . .. . . . . . .... . . .. . ... . ... . . . . ... . . . .. .. . . . .. .. ... . . . ... . . PROJECT DATE '10/05/2015 BISCAYNE BLV HOUSE MIAMI SHORE,FLORIDA sHEEr: 6 OF 13 3.0 WIND LOADS-COMPONENTS AND CLADING- LOW RISE BUILDING(30.4 ASCE 7-10) DOORS AND WINDOW Fig.26.5-1 B V 180 mph Wind Directionaly Factor,Kd Table 26.6-1 Kd 0,85 Exposure Category C Sec.26.7 Topografic Factor Kzt 1100 26.8.2 Enclosure Clasification Enclosed 26,1 Internal Pressure Coeficient 0,18 Table 26.11-1 Table 30.3-1 h 12,38 ft Kz 0190 Table 30.3-1 Eq.30.3-1 q =0.00256*Kz*Kzt*Kd*VA2 =0.00256*0.9*1*0.85*180^2 63,45 Ib/ft2 FBC Load Combinations(D+H+F+0.6W) FBC 1605.3.1 Factor 0,60 q =+0.6*63.45 38,07 Ib/ft2 Internal Pressure Coeficient,(GCp)Reduction Factor 0190 Fig.30.4-1 Least horizontal dimension(L) 59,00 ft 0.4*h =0.4*12.38 4,95 ft 0.1*L =0.1*59 5,90 ft 0.04*L =0.04*59 2,36 ft a min 3,00 ft a 4,95 ft PROJECT DAM "10/0512015 BISCAYNE BLV HOUSE MIAMI SHORE,FLORIDA SHWT* 7 of 13 Window 6-0 x3-6" CD b 3,50 ft d 6,00 ft Zone 5,00 Area 21,00 ft2 Walls Internal Pressure Coeficient,(GCp) Fig.30.4-1 GCp+ 0,94 GCp- -1,29 Wind Pressure Eq.30.4-1 p =q*(GCp-Gcpi P+ =+38.07*(0.94*0.9+0.18) 39 psf p- =+38.07*(-1.29*0.9-0.18) -51 psf Window 4-6"x3-6" O b 4,50 ft d 3,50 ft Zone 4,00 Area 15,75 ft2 Walls Internal Pressure Coeficlent,(GCp) Fig.30.4-1 GCp+ 0,97 GCp- -1,07 Wind Pressure Eq.30.4-1 p =q*(GCp-Gcpi) P+ =+38.07*(0.97*0.9+0.18) 40 psf p- =+38.07*(-1.07*0.9-0.18) -43 psf Window 2-2"x2-4" CD b 2,17 ft d 2,33 ft Zone 4,00 Area 5,06 ft2 Walls Internal Pressure Coeficient,(GCp) Fig.30.4-1 GCp+ 1,00 GCp- -1,10 Wind Pressure Eq.30.4-1 p =q*(GCp-GcP7 P+ =+38.07*(1*0.9-0.18) 27 psf p- =+38.07*(-1.1*0.9-0.18) -45 psf •• • • • • • • • • • • •• • • • • • •• ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PROJECT unre: '10/05/2015 BISCAYNE BLV HOUSE MIAMI SHORE, FLORIDA seer: 8 of 13 Window 9-0" x4-0" 4 b 9,00 ft d 4,00 ft Zone 4,00 Area 36,00 ft2 Walls Internal Pressure Coeficlent,(GCp) Fig.30.4-1 GCp+ 0,90 GCp- -1,00 Wind Pressure Eq.30.4-1 p =q*(GCp-Gcpi) P+ =+38.07*(0.9*0.9+0.18) 38 psf p- =+38.07*(-1*0.9+0.18) -28 psf Doors 8,0 x6-8" 0 b 8,00 ft d 6,67 ft Zone 4,00 Area 53,36 ft2 Walls Internal Pressure Coeficient,(GCp) Fig.30.4-1 GCp+ 0,87 GCp- -0,97 Wind Pressure Eq.30.4-1 p =q*(GCp-Gcpi) P+ =+38.07*(0.87*0.9+0.18) 37 psf ::] p- =+38.07*(-0.97*0.9+0.18) -27 psf Doors 2-4" x7-2" O b 2,25 ft d 7,17 ft Zone 4,00 Area 16,13 ft2 Walls Internal Pressure Coeficlent,(GCp) Fig.30.4-1 GCp+ 0,96 GCp- -1,06 Wind Pressure Eq.30.4-1 p =q*(GCp-GrpD P+ =+38.07*(0.96*0.9+0.18) 40 psf p- =+38.07*(-1.06*0.9+0.18) -30 psf •• •.• • • • • • •• • •• • • • • ••• • • ••• • • • ••• •• • • • • • • • • • • •• • • • • • •• ••• • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PROJECT DAre: '10/05/2015 BISCAYNE BLV HOUSE MIAMI SHORE,FLORIDA exEEr: 9 of 13 Doors 6-2" x6-8" O b 6,17 ft d 6,67 ft Zone 5,00 Area 41,15 ft2 Walls Internal Pressure Coeficient,(GCp) Fig.30.4-1 GCp+ 0,89 GCp- -1,18 Wind Pressure Eq.30.4-1 p =q*(GCp-Gcp) P+ =+38.07*(0.89*0.9+0.18) 37 psf p- =+38.07*(-1.18*0.9+0.18) -34 psf Doors 6-0 x7-3" O b 6,00 ft d 7,25 ft Zone 4,00 Area 43,50 ft2 Walls Internal Pressure Coeficlent,(GCp) Fig.30.4-1 GCp+ 0,89 GCp- -0,99 Wind Pressure Eq.30.4-1 p =q*(GCp-Gcp) P+ =+38.07*(0.89*0.9+0.18) 37 psf p- =+38.07*(-0.99*0.9+0.18) -27 psf Doors 2-6" x7-2" b CD 2,50 ft d 7,17 ft Zone 5,00 Area 17,93 ft2 Walls Internal Pressure Coeficient,(GCp) Fig.30.4-1 GCp+ 0,96 GCp- -1,31 Wind Pressure Eq.30.4-1 p =q*(GCp-Gcp) P+ =+38.07*(0.98*0.9+0.18) 40 psf p- =+38.07*(-1.31*0.9+0.18) -38 psf •• ••. . . • • • •. • •• • • • • ••• • •• ••• •• • • • •• • ••• • • • ••• •• • • • • • • • • • ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • PROJECT DATE "10/05/2015 BISCAYNE BLV HOUSE MIAMI SHORE, FLORIDA SHE : 10 of 13 SUMARY OF WIND LOADS ON COMPONENTS AND CLADDING ID JELEMENT I ITEM I DIMENSIONS PRESSURE bxh ft sf Window 6-0 x3-6" 3,50 6 00 39 -51 Window 4-6"x3-6" 4,50 3,50 40 -43 Window 2-2")Q.4" 2,17 2,33 27 -45 Window 9-0"x4-0" 9,00 4100 38 -28 Doors 8,0 x6-8" 8,00 6,67 37 -27 Doors 2-4"x7-2" 2,25 _Z,17 40 -30 Doors 6-2"x6-8" 6,17 6,67 37 -34 Doors 6-0 x7-3" 6,00 7,25 37 -27 Doors 2-6"x7-2" 2,50 717 40 -38 .. ... . . . . . .. .. . .. . . . . . . . .. . . . . ... . .. ... .. . . . .. . ... . . . ... .. . . . . . . . . . . .. . . . . . .. ... . ... . . . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PROJECT once "10/05/2015 BISCAYNE BLV HOUSE MIAMI SHORE, FLORIDA SHM: 11 OF 13 4.0 CONNECTIONS Detail 1 Beam to Masonry (Ref.PCI,Manual on Design of Connections for Precast Concrete) V 833 Ib Vu =1.7*833 1416,1 lb ev 2 in fy 36000 psi b 3 in fi 0,9 t= sgrt(4Vu ev/fy b)/fl sgrt(4*1416*2/36000*3)/0,9 0,36 in Use 3/8 bent plate (2b-75PT WOOD EXISTDNO CMU 3!'8"FMK.BEND PLATE TF (2)5W 0 ANCHOR SOLT •• ••• •• • • • •• see 0:0 • • • • • • • • 00 ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PROJECT DAM '10/05/2015 BISCAYNE BLV HOUSE MIAMI SHORE, FLORIDA SHMT: 12 of 13 Detail 2 Joist to beam connection Twist straps 16 gauge L 9 in Fasteners 8-16d Allowable load 530 Ib Straps installed in pairs to reduce eccentricity. Allowable load =2*530 1060 lb Nails 16d-0,162"dia x31/2"long Talof map pro"a tmm emmcbm bdwm baro wwd mss. M cV W tangy of dW mut W tmnd a"ttr ma supgdiad to uWA carton. )' '18 PW FMW:Gdm*a&Sea Cwmim hdamafim.pages 13.18. ULUMW•UN an apeeaw taalemas.See 8MMW tsdes. •TS s oWd be buta9ed N paps m ra&=acoatsbicay_ COM Sm peas 12 fm Cab,urea W C1ant TZ NOW L fel (W �t Ta 9 846d 830 7S12 11% 1616d M z TSIS TM 14A8d 93o 1528 M 1m T2t8 1.W"baa a1 r1•Suis co anh ad d dw strap to IddWe fW bl& 2.taaft bow bem Lv aned SM kr abed or avOgaaba Wig•Ido W f3ift beaeam Wwwat raft.MAM WW bift gown ,'.. 31Gd ekbm 1of W&a 3'41 mrjbe wbstbo•d twftspumW 1fid=m=mtAMdftubbbaft TIOWTsWdlaflan t,lords are for aas"gb TS- IM S. 5 1a19S:1ffd-8.f�'dia.a 31-b% Sm pa�YE.23 M alar mi etre aad'adwu�. •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • • • ••• •• • • • • • • • • • ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • PROJECT cAre: '10/05/2016 BISCAYNE BLV HOUSE MIAMI SHORE,FLORIDA SHOT, 13 OF 13 Detail 3 joist to joist connection LU26 Hanger 20 gauge Fasteners,header 6-16d Fasteners,joist 4-10dx11/2 Allowable load Uplift 565 Ib Allowable load Down 1030 Ib aema •wA,rq.mnaotuwf m mar us�ia 171atron: •c, .mn nm trmm�ac�ma¢mpmrr mas �tt� rac n,u®rumwmtwmu tc •w u••r.a a rraa m m r arsamum it9 a0f�t D111p61�84mI D/R9t�Q9i8 1, ,ii� t ralft7i$40 7Dt�ti(MQ�NSO •i ♦ �►� arrat4m •,r•aalacp,emuva m.atmex uu ai ,A,-. *.. �A NNnvnattJ on d+ia¢Mu ,� .Ri.. •sua..,Ey,lrrearar+3a+amnmm NmwWraa,w»fW Pa pr,rmum.ora � 11 nue/.�a.uaa mr •m nuasi.oe�raLr•nYeaa-ea.p � app q� ',. ,. Lit>ptt t•��Irn m.Dtea•e41 �p� u ,6fl tuawac�ugrpomr ww�eap.fam+in tt� ,'t,' '� j Bn�•Ltt,Xn�i1 F.�ef�Vf•p, +'�saVE64.:YAN. '�"� .. ,otW..N!iS�s: 'asm ► tbn Ootlrrfam r &,. . 0 V Rba r.Nev Nb Ne® g�ys�q 4e.aertvw 4L sr tx uz�+s:ma9lra/ta*+1 ,1 P 1R•t'l'(iPgSMaI rp FACE MOUNT RANGERS—SOLID SAWN LUMBER(DFfSP) i ��"na°aieuaaas�.aew"�mm�a.vov� S.r�•',.�o.w:��.<wni.w+c•�q�n' r � �1•' • • � arw aM •tu � � 1 R, 2m 1. — ate btarati lug e R0 1150 1 4P 1 Of VM lC � '' 1 ] — tab 1,]4 m P 77fNd f37 to m — a 4 fAr a,aalae q}t u a. s:a , as m f, rua as ts. a� +rab iM b 6t�b a Pp y �Yei4 rb mraoo•q'.lo III •• •••000 0:0 000 000 6:0 • • • • • •• •00 • • • • • • • • •• • • • • • •• ••• • ••• • • • 4 Job No Sheet No Rev 001 1 Software Iioensed to Part Job"us 9959 BISCAYNE BLD.MIAMI SHORE FLORIDA 33138 Ref BY AH °a"08/27/2015 chd AV client Flee wood treili.std Dgwft- 28-Aug-201512:07 Job Information Engineer Checked Approved Name: AH AV JPS Date: 08/27/2015 08/27/2015 08/27/2015 Structure Type I SPACEFRAME Number of Nodes 49 Highest Node 52 Number of Elements 48 Highest Beam 48 Number of Basic Load Cases 2 Number of Combinabon Load Cases 1 Included In this Pdritout are data for. All The Whole Structure Included/n this odniout are results for bad cases: Type LIC Name Primary 1 SELFWEIGHT Primary 2 WINDLOAD Combination 3 DL+WIND 3D Rendered View • • •• • • • • • • •• • • • • ••• • •• ••• •• • • • •• • •• • • • • • •• Ptlnt*nnvMete:2SAW01512:08 • . . . -RAAfl.Pi V8i iELECTsedes 4)20.07.09.31 Print Run v of Job No 001 Sheet No 2 Rev Software licensed to Pert JobTftle 9959 BISCAYNE BLD.MIAMI SHORE FLORIDA 33138 Rof SY AH 008/27/2015 Chd AV Client RIO wood trelli.std Date/time 28-Aug-201512:07 � I 31)Rendered View Section Properties Prop Section Area In 6 J Material on2) on) (in) (in) 1 SOPN_DSS 2X5 6.750 1.266 11.391 0.000 SOPN_DSS_Z 2 SOPN_SS=_WET 30.250 76.255 76.255 0.000 SOPN_SS_6XI 3 SOPN_DSS 4X5 15.750 16.078 26.578 0.000 SOPN DSS 4: • • • • • • • • Load •• ••• •• • • •• • ••• • • • ••• Whole structure •• • • • • • • • • • • •• • • • • • •• Pant71megk e:28n1MIs12:08 • • . • 9TAAfl.ProV8i JELECTsedes 4)20.07.09.31 PrWRun2or8 • • • •.• • • • •• •• • • • •• .• ••• • • • ••• • • Job No Sheet No Rev 001 3 Software licensed to part JobTme 9959 BISCAYNE BLD.MIAMI SHORE FLORIDA 33138 Ref By AH °f08/27/2015 Chd AV MGM File wood trelli.std DatOm'ne 28-Aug-2015 12:07 Materials Mat Name E v Density a (wpfin2) (kiplin) (rF) 1 SOPN_NSS_4X5 1.7E+3 0.150 0.000 5.5E-6 2 SOPN_SS_6X6_WET 1.5E+3 0.150 0.000 5.5E-6 3 STEEL 29E+3 0.300 0.000 6E-6 4 SOPN_DSS_2X5 1.9E+3 0.150 0.000 5.5E-6 5 SOPN_DSS_4X5 1.9E+3 0.150 0.000 5.5E-6 6 STAINLESSSTEEL 28E+3 0.300 0.000 10E-6 7 ALUMINUM 10E+3 0.330 0.000 13E-6 8 SOPN_DSS_4X8 1.9E+3 0.150 0.000 5.5E-6 F-91-CONCRETE 3.15E+3 1 0.1701 0.000 5E-6 Basic Load Cases Number Name 1 SELFWEIGHT 2 WINDLOAD Load 1 •• ••• • • • • • • •• • • • • ••• • SELWEIGHT •• 00; •• • • • •• • ••• • • • ••• • • • • • • • • •• • • • • • • • • • • •• • • • • • •• Prtnt llme/Date:281=01512:08 • • • • 9W'AAD.P j V81 jELECTseries 4)20.07.09.31 Print Run 3 or a • • • • • • • • • • foe 0 • •• •• • • • •• •• Job No Sheet No Rev 001 4 Software licensed to P" Job Title 9958 BISCAYNE BLD.MIAMI SHORE FLORIDA 33138 Rol BY AH °OWOS/2712015 chd AV coent Flee wood trelli.std " 28-Aug-201512:07 Load 2 MND LOAD � i I i SII I I i i i i f I : I I: li •• ••• • • • • • • Load • •• • • • • ••• • DL+WIND • ••• • • • ••• •• • • • • • • • • • • •• • • • • • •• ••• • ••• • • • Pr[rd7lmWVde:28A=15 t208 • • • •SkAW.Pi VSi(PELECTSedes 4)20.07.09.31 Prlrd Run 4 of 8 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Job No Sheet No Rev 001 5 Software licensed to Part Job Title 9959 BISCAYNE BLD.MIAMI SHORE FLORIDA 33138 Re By AH X08/27/2015 chd AV client File wood trelli.std ten'• 28-Aug-2015 12:07 Load 1 :Bending Z:Bending Y: Displacement BENDING MOMENTS-SELFINEIGHT • •• • • • • ••• • 000 469 0:0 • •• • • • • • •• ••• • ••• • • • PrintTimallIft.28AW015 MOB . . • . S7'AAr.Pi V8i(FELECTseries 4)20.07.09.31 Print Run s ora • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • Job No Sheet No Rev 001 6 ANN. Software licensed to Part JobTitle 9959 BISCAYNE BLD.MIAMI SHORE FLORIDA 33138 Ref er AH D"W7/2015 chd AV client File wood trelli.std Detemnre 28-Aug-2015 12:07 Load 2:Bending Z:Bending Y: Displacement BENDING MOMENTS-WIND LOAD Combination Load Cases Comb. Combination LIC Name Primary Primary L/C Name Factor 3 DL+WIND 1 SELFWEIGHT 1.00 2 WINDLOAD 1.00 • •• • • • • ••• • • ••• • • • ••• •• • • • • • • • • • • •• • • • • • •• ••• • ••• • • • PrintT7mefDate:2810812015 1z.08 : :8�'AA®.Pri V81(IELECTseries 4)20.07.09.31 Print Run B of 8 • • • • • • ••• •••• • •• •• • • • • ••• 0 0 0 ••• • • Job No Sheet No Rev 001 7 Aft 7Z software Ilcensed to part . Job Title 9959 BISCAYNE BLD.MIAMI SHORE FLORIDA'33138 Ret By AH ° 08/27/2015 Chd AV client RIG wood trelli.std Dete/rlme 28-Aug-2015 12:07 Load 3:Bending Z:Bending Y: Displacement BENDING MOMENTS-DL+WIND •• ••• • • • • • •• • •• • • • • ••• • • ••• • • • ••• •• • • • • • • • • • • •• • • • • • •• ••• • ••• • • • Print rrmeMate:zaMarzo1a 12:08 • • • a?TAAP.Prj V81(.SELECTsedes 4)20.07.09.31 Print Run7ora • • • • • • • • • • • •• •• • • • •• •• �+ Job NoSheet No Rev 001 8 Software licensed to Pert Job Title 9959 BISCAYNE BLD.MIAMI SHORE FLORIDA 33138 Ret � AH X08/27/2015 chd AV client Flee wood trelli.std Deism— 28-Aug-2015 12:07 67 . 687 .01#121 . 67 673 03 22 2 0722 67 .0 .02 . 22 . 63ZZ . 22 .0346 D. 0458 Load 3 Unity Check Sections • •• • • • • ••• • • ••• • • • ••• • • • • • • • •• • • •• • • • • • • • •• • ••• ••• •• ••• • ••• • PrIntTimelil te:28AW01512.08 • • i .F=ro Vf!r SELECTsedes 4)20.07.09.31 Print Rum a ora • • • • • • • • • • i ' M IAM I•DADE MIAMI-DADE COUNTY + PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T('78415-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) a_:; T FD wwwanlamidade.Qov/pera/ ECO Windows Systems,LLC SEP 1 ®2015 9114 N.W. 100 Street, s Medley,FL 33178 & �Y: SCOPE: This NOA is being issued under the applicable rules ati 8 i,At ons governing the use"of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 600 Aluminum Outswing Doors-L.M.I. APPROVAL DOCUMENT:Drawing No.W12-08,titled"Series 600 Alum Outswing Entrance Door(L.M.I.)", sheets 1 through 9 of 9,prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on Jun 28,2012, signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval 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 and Single or Double Door DP ratings with sidelites(w/wo Reinforcement)in sheet 3.The max door leaf width shall not to exceed 37". 2. Laminated glass types Gland G2 are limited to.090"DuPont's PVB and glass type V3 is�limited jo.1jsulated laminated glass w!.090"Solutia interlayer. •..• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo!City,state 4014*series ****:o 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 Pdid 1*4*ere haibm;8o change in the applicable building code negatively affecting the performance of this produato..9 0000 0 0:0 0 9 TERMINATION of this NOA will occur after the expiration date or if there has been aYBvrslon or cltaligb in the••••,• materials,use,and/or manufacture of the product or process.Misuse of this NOA as an e}ttoMnent of ani 9 0 product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure+wAply *000: with any section of this NOA shall be cause for termination and removal of NOA. 0..0 0 0000 •#000: ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and*foilowed 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 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda,P.E. NOA No 12-0402.03 bHA Ott W Expiration Date:July 19,2017 WNW • ' Approval Date: July 19,2012 �`�\� Page 1 ECO Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No.W12-08,titled"Series 600 Alum Outswing Entrance Door(L.M.I.)",sheets 1 through 9 of 9,prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on Jun 28,2012,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 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum Outswing French door,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-12-33579,HETI-12-3358,HETI-124003,HETI-124003 and HETI-124027dated 03/16-26/12,all signed and sealed by Rafael E.Droz-Sella,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-2010, prepared by Al Farooq Corporation,dated 03/30/12 and last revised on June 28,2012, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02&-04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting,Environment,and Regplatop Aff Q j0(?ERA)� •° E. MATERIAL CERTIFICATIONS '. .... ...... 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemo....�s..&Co.,Iuc. for their"Butacite®PVB interlayer",expiring on 12/11/16. •**0*0 :0*0:0 2. Notice of Acceptance No. 11-0325.05 for"Saflex clear&color intei�rd�er"issued to °•;• Solutia Inc.,expiring on 05/21/16. "0 * "" .. .. .... ...... 3. XL Edge seal System 201 SS spacer by Cardinal IG. ,...°° ,• • •°•s°• F. STATEMENTS •••••. 1. Statement letter of conformance and letter of no financial interest,freDaled by ALBarooq:•"•: Corporation,dated 03/30/12,signed and sealed by Javad Ahmad,P.E. 0 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. Test proposal,dazed 10/14/11 and 02-21-12 approved b PERA. Ishaq L Chanda,P.E. Product Control Examiner NOA No 12-0402.03 Expiration Date:July 19,2017 Approval Date: July 19,2012 E-1 U 1/8' HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS �%ion 0 .090" INTERLAYER .090" INTERLAYER N BUTACITE PVB BY 'DUPONT' BUTACITE PVB BY 'DUPONT' 7 n 1/8" HEAT STREN'D. GLASS 3/16' HEAT STREN'D. GLASS O ad SILICONE SILICONE 11 a. 2 DOW CORNING 899 z m DOW CORNING 899 +0 10 26 26 !'u m -- to 0: 0 *--- 14 8 4I W g 34 p aha A SETTING BLOCKS AT LAM. GLASS LREOD. FOR WIDTHS EXCEEDING 36" ONLY. NOTCH GLAZING BEAD LEG TO •� L7 CLEAR BLOCKS a GLASS TYPE 'G1' GLASS TYPE 'G2' Im� U o r��c 7T J 1/8 In s V " TEMP. GLASS N *� 5/16" AIR SPACE SEP 1 0 2 1/8" HEAT STREN'D. GLASS w in .090" INTERLAYER W SAFLEX IIIG BY 'SOLUTIA' c 1/8' HEAT STREN'D. GLASS O k-� SILICONE O " z mDOW CORNING 899 _Z L' 2 26 ST. STEEL c Z i is METAL SPACER O47. d 15 8 W r Q W rnLi W •••• J 35 SILICONE •• • • SERIES 600 .... . . ...... // .... ALUMINUM OUTSWING ENTRANCE, DOOR SETTING BLOCKS AT INSUL. LAM. GLASS •••••• SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. -- NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS • • • • ••• ••••• SINGLE AND DOUBLE LEAF DOORS WITH SIDELiTES SEE SHEET 3. 00004g a. • • LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL GLASS TYPE 'G3' 000* . . ' ...... APPLY TO ENTIRE SYSTEM. •••••• DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION 2 RESISTANCE IS REQUIRED. . .41 000900: +!llaQ�tt� � m m • N IS PRODUCT HAS BEEN DESIGNED AND TESTED 70 COMPLY WITH THE ~~S� I � w o REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 0 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS ANCHORS THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. Engr JAVAD AHKW i $o EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. FLA. PE 70592 c a ANCHORING C.A.N. 38 OR LOADING CONDITIONS NOT SHOWN IN THESE RETAILS ARE NOT PART OF THIS APPROVAL. $ v A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ij ` 9 Z MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT drawing no. W1 2-08COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE �� REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. sheet 1 of 9 h 0 39 3/4" MAX, 76" MAX. w FRAME WIDTH FRAME WIDTH o I N HEAD & SILL ANCHORS AT STILE ENDS O j (4) AT 3. O.C. _ 111-- -' 12" 12" I 5" MAX. MAX. 5" MAX. MAX. ,h HEAD/SILL A SILL AD HEAD/BILI. � A SILL ° �c� � CORNERS CORNERS I o h If /If if -- 0 11if tl II LOCK OPTIONS F ___ �___ SEEK OEET�S SEE SHEET 7 �- / Iy j K \ , u w co itD a II'�' oD oD ✓' •�, Q N 00 = M X t�� O I i�/ It = tMp ySLLJ ILLI w !k cn� I;�/ m U O -- ----- 4 0 ----�---- J cq co LZ if now III, t Z 3w ACTIVE I INACTIVE I ACTIVE �1 3. Z>-. pn /CE3 U) Ld0 SURFACE APPLIED a m w a m W U w W FALSE MUNTINS OR 26 15/16" a s SURFACE APPLIED z i W rn g 26 15 16- 26 15 16- d FALSE MUNTINS OR / / aas DECORATIVE GRILL io ' DECORATlYE GRILL io ' D.L. OPG. v MAY BE USED Q.L. OPG, D.L. OPG, v NOTE: i • •1 f•:• MAY BE USED 37" MAX. 37" MAX. EGRESS REQUIREMENTS TO BE REVIEWED " ' • '• •••• �" • • •••f•• LEAF WIDTH LEAF WIDTH BY BUILDING OFFICIAL. ••fi a • • • (X) (XX) •••••• • • • • � W • • DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY - PSF • a • SINGLE DOORS (X) DOUBLE (XX) NOTE: •••• Iowa • • DOOR DIMS. LAMINATED GLASS DOOR DIMS. LAMINATED GLASS GLASS CAPACITIES ON THIS SHEET ARE • � • f ••••:• BASED ON ASTM E1300-04 (3 SEC. GUSTS)- • FRAME LEAF FRAME �(+) INT(-) FRAME LEAF FRSE EXT•(+) INT.(-) AND FLORIDA BUILDING COMMISSION �••� N �••..� WIDTH WIDTH HEIGHT WIDTH WIDTH HEIGHT 39-3/4- 37" sa~ 7a.a 75.0 76" 37" 98" 70.0 75.0 DECLARATORY STATEMENT DCA05—DEC-219 2 o N . • GLASS D.L.O. DIMS. N O o D.L.O. HEIGHT = FRAME HEIGHT - 11.125" Engr. ,tAVAq AHMAD D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.813" Ft1+ PE 70s92 0 D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125")/2 CAN. 352 m Ij a u drawing no. JUN 82012 W12-08 sheet 2 of g DESIGN LOAD CAPACITY - PSF U SIDELITES WITH SINGLE OR DOUBLE LEAF DOORS 148" o FRAME WIDTH 00 (SEE NOTE BELOW) HEAD & SILL ANCHORS :(a N SIDELITE SIDELITE AT STILE ENDS O / FRAME FRAME WITHOUT WITH " CLUSTER OF (4) AT 3" Q.C. WIDTH HEIGHT REINFORCING REINFORCING 12 INCHES INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) 3" (ATACDfSLL 12" (`, 1 a 24 70.0 75.0 70.0 75.0 5" MAX. MAX. F TYP A SILL p 30 70.0 75.0 70.0 75.0 HEAD/SILL _ CORNERS 36 82 70.0 75.0 70.0 75.0 � G 37 70.0 75.0 70.0 75.0 _ O 42 61.7 66.1 61.7 66.1 I I -- 24 70.0 75.0 70.0 75.0 / i i \ cy 0 30 70.0 75.0 70.0 75.0 i i f i / i t \ Q 0 Q :ul IL IL a 36 86 70.0 75.0 70.0 75.0 a 37 70.0 75.0 1 70.0 75.0 =-- ii---- --�'- 42 61.7 66.1 1 61.7 66.1 If 24 70.0 75.0 70.0 75.0 i i 30 69.8 69.8 70.0 75.0 H i I / I t I I \ Q In e� 92 II II I 1 36 64.1 64.1 70.0 75.0 F„ _===�t===== _!==�=a=== I I 37 63.3 63.3 70.0 75.0 24 n o iM 63.3 . . . - JN 0) w 00 30 98 57.8 57.8 70.0 75.0 4 �� iv ' J 2 36 53.1 53.1 70.0 75.0 --- IL----- ----1J----_ I i o u� 37 52.4 52.4 70.0 75.0 REINFORCING AS REOD. / Lv LlLw SEE CHART f l I I\ I I L K/OPTION 5 p0 II 11 I I F- I I I f \ I I SE SHEET 7 r i! li \. I ' INACTIVE ' ' ACTIVE $ 3 z? .n L cTi 4JJ- �Q N W •�� SURFACE APPLIED •x¢ m w °= `- • • SIDELITE WIDTH DOOR FRAME WIDTH FALSE MUNTlNS OR 32 3/4" 26 15j16" 26 i 5/16" z• N •�•� '" •••••• DECORATIVE GRILLD.L OPG D.L OPG. D.L. OPG. m • •• MAY BE USED •••• • • •••••• • 37" •••• • • • LEAF WIDTH ••• • • NOTE: SIDELITE FRAME WIDTH • 1 20• • • FOR DOORS CAPACITIES SEE SHEET 2. L MAX. 76" MAX. • • FOR SIDELITE CAPACITIES SEE CHART ABOVE. SEE CHART AT LEFT DOUBLE DOOR FRAME WIDTH ••'• p a • • • ••••:• LOWER VALUES FROM DOOR OR SIDELITE CHART {OXXO} �••� c ly •• WILL APPLY TO ENTIRE SYSTEM. ate, • • •••••• ut L. • ...... > Irwds l'Ilatret!'�dW • GLASS D.L.Q. DIMS �9'��91�,.j�Sc�• � � � • • N D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.000" 0 Q � D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.438" ;u c° N O 1 Engr. JAVAD AHMAD CML F.A. PE 70592 �' C.A.N. 38 o m NOTE: 9 GLASS CAPACITIES ON THIS SHEET ARE ' BASEDON ASTM E1300-04 (3 SEC.FLORIDA BUILDING COMMISSION GUSTS) jUN 2 8 2012 drawing no. AND DECLARATORY STATEMENT DCA05-DEC-219 wl2-08 sheet 3 of 9 9/16" MIN. TYPICAL ANCHORS 1BY 2BY W000 BUCK w r EDGE DIST. OR THROW BOLT EDGE DIST. SEE ELEVATIONS WOOD BUCK PENETRATION FOR SPACING a Q'. NOTE SHEET METAL STRUCTURE N 644° . EDGE D SEE e a a EDGE DIST. Z h e °• W Q d X 4 LSC_J X U X U Ou U 25 I I � $� � Qy o � N L4 n A 33 I I 26 2 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS a d M g I SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS C Q Q .� 7 FOR SPACING FOR SPACING FOR SPACING 0 'r t' o I3; r___________________., to tr----------- -__telLW t i MIAMI-RADE COUNTY APPROVEDI i � � .. I,CLIPPED MULLION I J z t SEE SEPARATE N A t I II II I � N GLAZING OPTIONS W SEE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS t`' W = FOR SPACING (n 00 r to~ X 0 oto uc'i W 1� _j !x WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS p L MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM Z 3 ti W AND TRANSFER THEM TO THE BUILDING STRUCTURE. z 0 � � TYPICAL ANCHORS: SEE ELEV. FOR SPACING •• • .... ...... 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) 0000 • • • • INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 00.0 • • 0 0.00•• 1-1/2" MIN. PENETRATION INTO WOOD •�• o �•'•�• 0000 • U •• • ••••• THRU 1 BY BUCKS INTO CONC. OR MASONRY > �» >IIII- 0000 0 0 � 06:0 •.••d,• 1-1/4" MIN. EMBED INTO CONC. OR MASONRY u��_�+� .a►2.._ :••: : _ a 00 • • • 000000 7A 7 I i DIRECTLY INTO CONIC. OR MASONRY • : • • 0 • rL4 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ••00 0000040 J14 SMS OR SELF DRILLNG SCREWS (GRADE 2 CRS) @B) 33 i 2s 2 INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") .0 v m I I INTO METAL STRUCTURES > 4 25 i i t STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) E a ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) DOOR DETAILS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) V J Engr. JAVAD AHMAD TYPICAL EDGE DISTANCE CIVIL a - FLA. PE 70592 INTO CONCRETE AND MASONRY = 2-1/2" MIN. C.A.N. 53L3 m o� v INTO WOOD STRUCTURE = 1" MIN. , t v -j EDGE ° INTO METAL STRUCTURE = 3/4" MIN. v EDGE DIST. TYPICAL. ANCHORS 1/2" MIN SEE ELEVATIONS drawing no. f THROW BOLT-/ FOR SPACING CONCRETE AT HEAD, SILL OR JAMBS C = 3000 PSI MIN. JUN 2 8 202 PENETRATION C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. W1 2-081 sheet 4 of 9 O 1/4- MAX. 1/4"SH MAX. © CONCEALED FLUSH BOLTS O a LEVERS AT STILE FACE SHIM 1BY 0 / j 3 0TYPICAL ANCHORS ,WOOD BUCK I SEE ELEV. g a. m FOR SPACING 16 ACTIVE LEAP O o: O j Y. U 26 13 41 0 Q SEEELEV. EICANCHORS IL 4 Q T1 w FOR SPACING Q a o _ as _ J 25 EXTERIOR ig g D.L.O. IOU g METAL STRUCTURE LEAF WIDTH � � N LOCK OPTIONS SINGLE DOOR FRAME VADTH SEE SHEET 7 N W 19 1/4" MAX. Loy LOCK OPTIONS SHIM N 00 1/4" MAX, SEE SHEET 7 SHIM.—.' 0 c M O CONCEALED FLUSH BOLTS E CONCEALED FLUSH BOLTS TYPICAL ANCHORS 3 LEVERS AT INSIDE FACE OF STILE LEVERS AT STILE FACE 2BY WOOD K Z 3_j SEE ELEV°'' WOOD STRU TURE 3: i FOR SPACING t6 INACTIVE LEAF ACTIVE LEAF NOTE EET 1 � N O 28 13 26 — i • W "" •.•••• • Li 0 Y Lai a 24 •• •• O 4 • •.•..• • • W a •> .� ••f• • Q y� • • • •••••• 23 •••• • a • 250 tTYPICAL 19 g f• L� S 11 SEEELEV. 0.100 D.L.O. •i•f•f•f••• iD.LO10 • • LEAF WIDTH EXTERIOR 101 N C � m LEAF WIDTH o m •? o � � a DOUBLE DOOR FRAME WIDTH N >>ll Engr. •1AVAD AHMAD CIVIL N B 1 ' F C.W 3538 g2 Q '� c s p drawing n0. _ W1 2-08 DOOR DETAILS JUN 2 8 Z 1Z sheen 5 of g 0 TYPICAL ANCHORS SEE ELEVATIONS EDGE IST. _ FOR SPACING N e. e a e a {Q W NN I .. C. g X UU 22 < C v C V1 2 p IL V. z�= a Z mi U o J I LW (N U W � GLAZING OPTIONS REINFORCING SEE SHEET 1 #12 SMS 18 AS REOD. 1/4" "X, O AT 5" FROM ENDS O SEE SHEET 3 N UJ � F co SHIM. A AND 11" O.C. MAX, f'- 3 3o 4t7r N • 16 �• •• { •••• }}. W I 28 13 er� i••••i p ° t • ------------ Lu TYPICAL ANCHORS I-- • • • • ••••i• SEE ELEV. <c • • • FOR SPACING p� •••• o •••••• 23 � • � � • • " 14 15 25 C aGin • • D.L.O. 19 9 D.L.O. U m 4 ' EXTERIOR LEAF WIDTH SIDELITE WIDTH DOOR FRAME WIDTH c m .2 a .9 G 2 0 UNIT FRAME WIDTH m c a Ofbi us Engr. JAVAD AHMAD a _o ;� SIC v/ 1 L CIVIL t io FLA. PE 70592 qct t C.A.N. 38 0 KSEE drawing no. EDGE DIST. TYPICAL ANCHORS N 29201FSPACING Ns SIDELITE DETAILS ��2—�� sheet 6 of g • ITEM # PART # REQD. DESCRIPTION MATERIAL MANF./SIIPPLIER/REMARKS t� 8 1 E601 - DOOR FRAME HEAD/SILL 6063-T6 - !� 2 E602 - FRAME COVER 8063-T6 - 3 E603 - DOOR FRAME JAMB 6063-T6 - 0 4 E604 - SIDEUTE TOP & BOTTOM FRAME 6063-T6 - .. 4A E626 - SIDELITE 9" BOTTOM FRAME 6063-T6 - a 5 E605 - SIDEUTE FRAME JAMB 6063-T6 - ^� p v 6 E606 - SIDEUTE SUP ON JAMB 6063-T6 - �+ 7 E607 - LEAF TOP & BOTTOM RAIL 6063-T6 - 7A E625 - LEAF 9" BOTTOM RAIL 6063-T6 - Q t n 8 E608 - LEAF W'STRIP ADAPTER 6063-T6 - v ii 9 E609 - LEAF HINGE STILE 6063-T6 d R W 8 IL 10 E610 - LEAF LOCK STILE 6063-T6 - O Q 11 E611 - LEAF ASTRAGAL STILE 6063-T6 - �! 3 12 E612 - LEAF ALIGNMENT BRACKET 6063-T6 - IL Z s 13 E613 - LEAF CLAMP 6063-T6 4-1/4" LONG 51 a .. 13A E613 - HINGE BACK-UP PLATE 6063-T6 12" LONG Q w 14 E614 - GLAZING BEAD (5/16" LAM. GLASS) 6063-T6 - 14A E109 - GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 - 15 E615 - GLAZING BEAD (INSUL. GLASS) 6063-T6 - (j o 16 E616 - SNAP COVER 6063-T6 17 E613 - BOLT SUPPORT 6063-T6 NOT SHOWN V1 'a 18 - AS REOD. SIDELITE MULLION REINFORCING 6063-T6 - 19 FD-107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN & ASSOC. 20 FB1202 - FLUSH BOLT LEVER - SULLIVAN & ASSOC. LOCKS: 21 ST STEEL SULLIVAN & ASSOC. N w w FBR914SS - CONCEALED FLUSH BOLT ROD N x OPTION #1: 22 #12 SMS AS REOD. FRAME ASSEMBLY SCREWS - - V)r- ACTIVE LEAF: 23 #12 X 3/4- - HINGE INSTALLATION FASTENERS - FH SMS S �► �'� N 4 POINT LOCK ASSEMBLY DL01-6007 BY 'INTERLOCK USA INC.' 24 - - 3/8" DIA. THREADED ROD STEEL - • _ �, �1 •0000• (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF 25 W11323 - PILE W'STRIPPING WOOL ULTRAFAB 06 • Z. 4• •• • 1/2- DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME 26 E20618-KN-3020 - BULB W'STRIPPING SANTOPRENE EPDM ••• 5� 'x• s! •••••• THROWHEAD AND SILL 27 E206 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB •0• H Q d -� •••• THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK LOCATED AT 42-1/2" FROM BOTTOM 28 - - GLASS SPACER SILICONE FRANK LOWE RUBBER CO. ••• i•-• ' • INACTIVE LEAF: 29 E622 - FLUSH BOLT CUP NYLON - N ~ • 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' 30 DL01 RC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK • • • •••••• 1/2- DIA. THROW BOLTS AT TCN' AND BOTTOM ENGAGING FRAME 31 DL01WB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC ••• • AT HEAD AND SILL 33 #10 X 3/4" 2/ ADAPTER FH SELF DRILLING SCREWS - - • 0006:0 THROW BOLTS ATTACHED TO LOCK BY 3/8- CONNECTING RODS 0 • 0 LOCK LOCATED AT 42-1/2" FROM BOTTOM 34 - 2/ LITE SETTING BLOCK, 1/4- X 1/2- X 4- LONG EPOM AT 6- FROM EACH END, DUROMETER t5 0 ••.• 35 - 2/ LITE SETTING BLOCK, 1/4" X 3/4" X 4" LONG £PDM AT 6" FROM EACH END, DUROMETER 6545 • • • OPTION 02: a ' • ACTIVE LEAF: C a U CONVENTIONAL DOOR LOCKSET WITH HANDLE m DELTA 690 BY 'KWIKSET' LOCATED AT 39-1/4" FROM BOTTOM SEALANTS: KEY OPERATED ON EXTERIOR AND THUMB TURN ON ALL JOINTS AND FRAME CONNECTIONS SEALED WITH INTERIOR THROW BOLT LOCATED AT 44-3/4- FROM BOTTOM SCHNEE MOREHEAD JM5504 SEALANT. CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' o N .N d c 1/2" X 2- THROW BOLTS ENGAGING FRAME A7 HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE HINGES: a, LOC10-5/8" FROM TOP AND BOTTOM 3-1/2- X 7-5/8- X .122" THK. EXTRUDED ALUM HINGE LOCKK FA FASTETE NED TO STILE WITH (2) #8-32 X 1/2" FH M5 f ENACTIVE LEAF PART #FD-107 BY SULLIVAN & ASSOC. 3 HINGES PER LEAF Vt Z' Engn JAVAD AHMAD M ® o CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' BOTTOM HINGE AT 10-1/4- FROM BOTTOM CIVIL i io 1/2- X 2- THROW BOLTS ENGAGING FRAME AT TOP HINGE AT 11-3/4" FROM TOP >ld FLA. PE f 70592 .A. o M CN. 538 HEAD AND SILL CENTER HINGE AT MIDSPAN (38. O.C. MAX.) �, ��7�•c cv! m MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE HINGES FASTENED WITH #10 X 1- FH SMS u OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM (5) SCREWS AT HINGE STILE g LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2- FH MS (6) SCREWS AT FRAME JAMB ,d�r)awing no. NOTE: LOCKS MUST BE ENGAGED DURING r�1 2-08 PERIODS OF HURRICANE WARNING. sheet 7 of 9 JUN .t 4.000 1.750 .519 .394 -.130 /� ui oui 078i (� .625 .803 .045 .803 .050 .803 .045 Z ti N 3 078 I I l 5 4.031 1.047 I-=- 1.047 Fes- 1.172 h� F 4.750 � 2.062 ° v 14 GLAZING BEAD 1a GLAZING BEAD 15 GLAZING BEAD d 5/16" GLASS 7/16" GLASS INSUL. GLASS Igo a 1 DOOR FRAME HEAD SILL 06 HEAD/ 1.507 10C 20 4.000 1.5Q7 (Y,, C Q Q $ 7 LEAF TOP/BOTTOM RAIL o 1.625 4' 3 re 4.719 ILL �WE. 078 J all 3.719 .078 Q W T 4.781 078 1.750 1.507 8.250 1.500 U rn I in 7.531 312 4.000C.> g LEAF HINGE STILE 062 M t-.750 507 �I 5.344 4 000� 8 LEAF W'STRtP ADAPTER N a 00 cn .094c ��0%. .. iJ I • SIDELITE TOP & BOTTOM FRAME �0 2.081 1.750 1.507 312 .442 t ••• 0000•• i+0 1.750 •••- �� l� g 31! •� • 078 •329 •99i �+ 02 000000 0787A 9" BOTTOM RAIL 12 1.584 0 0 0 0 w �:00.0: 0 O • cn 0. 0 00.99 Ll 812 10 LEAF LOCK STILE 1.5071 LEAF AUGNMENT BRACKET 750 ";' 90.000 281 •• • 04 04 0009•• 2 FRAME COVER 5.344 �..0 • 0• v.078 375 • • I }� .687 • • • • • 0 • I� • • 0000•• .125 •• C F in• 1 0 • • 050 1.197 1.507 1.750 2.081 1.5E]-'125 3.781 g II� 3.719 ,078 .154�Imo=- U U I mZ 11 (� -4.00Q� 13 LEAF CLAMP is SNAP COVER LEAF ASTRAGAL STILE 9.00 HINGE BACK-UP PLATE y N 8.281 18 c 1.500 1.500 1.250 N c 625 719 -af •719 SIDELITE MULLION REINFORCING i a 078 Engr: JAVAD AHMAD M o 4.000 4.000 OIdtL N FLA Pe. # 38 p 1.625 4.188 LAN. 35333 .078 2.097 v° WIC 1.507 .078 44.0009 zo1Z drawing no. aA �� ,� W g12-08 3) DOOR FRAME JAMB 5 SIDELITE FRAME JAMB SIDELITE 9" BOTTOM FRAME (s) SIDELITE SLIP ON JAMB sheet 8 of 9JI v 22 22 � w 22 N / a o � 3 d C baa � C tin all � v o c In ��nnw Y! cl v � DOOR FRAME CORNER .. �� SIDELITE FRAME CORNER SIDELITE $LIP ON JAMB CORNER i • � ....'� 0000•• •...• Q .� a •00000 O X94 y • •..•• � 0000•• ••.• N �4 i'� •9000 •.9.• 00000 • •• •• •• 0009•• y¢ .•• � j'Z„ • � • • 0..000 12 • • • •9•.•• `00 •• • ` �• eLe C� • • • 1 it 1 t` Iljl 1. \�} Ij� Ua N Hyl� 1 cG d? N Engr.TA—VAD AHMAD M o CML i ro FLP.. PE # 70592 CAN. w °o vOij i,u droving no. LEAF CORNER N Z�� wi 2-08 sheet Q of g { r� SEP 10 201� MIAMI•QADE MlA1MiI--DADE COUNTY • �,t� 'm °""' ' PRODUCT CONTROL SECTION DEPARTMENT OF REGULW&V Al ECONOMICRESOCJRCES(RER) 11805 SSV 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 _NOTICE OF ACCEPTANCE (NOA) www miamidade.sov/econeMl ES Windows,LLC 10653 N.E.Quaybridge Ct. Miami,FL 33138 SCOPE: This NOA is being issued under the applicable rales and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER Product Control Section to be used in Miami--Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the 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"2100"Aluminum Horizontal Sliding Window-SALL APPROVAL DOCUMENT: Drawing No. W04-101, titled "Series 2100 Alum. Horiz. Sliding Wdw. (S.M.1)", sheets 01 through 08 of 08, dated 08/27/03, with revision "F" dated 09/16/14, prepared by Al-- Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami--Dade County Product Control Section. MISSILE IMPACT RATING:Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Colombia, America Latina, series, and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and tliONflas been ...... no change in the applicable building code negatively affecting the performance of this pfaduct. ....0* .• TERMINATION of this NOA will occur after the expiration date or if there has y**Ipu ,revisi5rias change••• • in the materials,use,and/or manufacture of the product or process. Misuse of thi&14A-as an endorsement•...: of any product, for sales, advertising or any other purposes shall automatically terpi�att this 1jQA;$ailure to comply with any section of this NOA shall be cause for termination and removal ofgf& •0000 0*090 • ADVERTISEMENT: The NOA number preceded by the words Miami Dao o:Qenty, tv jQdA and ... followed by the expiration date may be displayed in advertising literature. If ang pgglon 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.%mufacturer or its:••••' distributors and shall be available for inspection at the job site at the request of the Building OP#ieipj This NOA.renews and revises NOA No. 12-0308.38 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 Jaime D.Gascon,P.E. ' NOA No.14-0923.07 til�►Mt Cly+ ► Expiration Date: February 10,2020 • ,LtS Approval Date: February 12,2015 Page 1 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBIVIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA's NO.-'s 04-1208.02, 05-0303.02 and 09-1008.04) 2. Dravving No. W04-101, titled "Series-2100 Alum. Horiz. Sliding Wdw. (S.M.I)", sheets 01 through 08 of 08; dated 08/27/03, with revision "F" dated 09/16114, prepared by Al-Tarooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per ASTM F 58&-04/07 and per FBC 2411 3.2.1,TAS 202-94 7)Deglazing Force Test,per ASTM E 987-88(82009)and per FBC 24113.2.1,TAS 202-94 8) Operation Force Test,per ASTM D 2256-02(82008)and per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FT1-5686, dated 12/30/08, signed and sealed by Carlos S. Rionda, P. E. and FTL-5811;dated 02/16/09,signed and sealed by Michael R.Wenzel,P.E. (Submitted tinder NOA No. 09-1008.04) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Forced Entry Test,per ASTM F 588=-04/07 and per FDGW1 3.2.1,TAS 202-94 •••• • 5)Deglazing Force Test,per ASTM E 987-88[Rf 0 00.0.9)am4p*4•FBC 0...:0 0 24113.2.1,TAS 202-94 0 64 0 0. • • • 00 6) Operation Force Test,per ASTM D 2256-02WD08)iR4 ppr FBC 0 0.. 24113.2.1,TAS 202-94 •••• 0000. along with marked-up drawings and installation diagram"bf'?korizojt#i;sliding,,... window, prepared by Hurricane Engineering & Testing, Igq,,;jgst Reports No.'s •; HETI-04-1412, HETI-05-1937 and HETI-05-1423, dated 0/13704, 4R§JQ5 and••••• 01/12/05,all signed and sealed by Ivonne Ghia,P.E. 410" 0 (Submitted under previous NOA's No.'s 04-1208.02 and 05-0303.42) •0 :o: 0 • Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0923.07 Expiration Date: February 10,2020 Approval Date: February 12,2015 E-1 r ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to, complying with FBC 2010 and with FBC Stn Edition (2014), prepared by Al-Farooq Corporation,dated 09/10/14,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300--98/09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTII+'ICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Sentry GIass@ Interlayer"dated 05/26/10,expiring on 01/14117. 2. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butaciteg PVB Interlayer"dated 04/11/13,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 51h Edition (2014), and of no financial interest,dated 09/10/14,signed and sealed by Javad Ahmad,P.E. 2. Statement letter of conformance, complying with FBC 2010, and of no financial interest,dated 12/08/11,signed and sealed by Javad Ahmad,P.E. (Submitted partially under previous NOA No. 12-0308.38) 3. Distributor Agreement, dated 10/20/10, signed by Carla Garcia Torrente and by Andres Chamorro. (Subndtted partially under previous NOA No. 12-0308.38) 4. Laboratory compliance letter for Test Reports No.'s FTL-5686 and FTL-5811., issued by Fenestration Testing Laboratory, Inc., dated 12/30/08 and 02/16/09, all signed and sealed by Carlos S.Rionda,P.E.and sealed by Michael R. Wenzel,P.E. (Submitted under previous NOA No. 09-1008.04) *000 5. Laboratory compliance letter for Test Reports No.'s. HET1*a-1412,•••;• HETI-05-1937 and HETI-05-1423, issued by Hurricat* kngixjeAflg and '. Testing, Inc., dated 10/13/04, 01/26/05 and 01/12/05, all signed IMsealedVy Ivonngo0... Ghia,P.E. 00*00* ......0004 • (Submitted under previous NOA's No.'s 04-1208.02 and 05-8303.02) :*00:0 ••••• 04.00. .... 0000. G. OTHERS 0000 0000• ....0. 1. Notice of Acceptance No. 12-0308.38, issued to ES Windowl,•IXJ, fOr.thAq Series,..... "2100" Aluminum Horizontal Sliding Window -- S.M.I., approved on 03131M anti,,,,; expiring on 02/10/15. • .. 0000 • 3'aime D.Gascon,P E Product Control Section Supervisor NOA No. 14-0923.07 Expiration Date: February 10,2020 Approval Date: February 12,2015 E-2 /111' WINDOW WIDTH 10' ' A O M4AILXE ADDL. ANCHOR 11 Z STAT STILE MAX. 6 MAX. ENDS /—SEE SHEET 2S HEAD HEAD/SILL 5" FOR CAPACITY SILL a A FALSI= MUNTINS ,� j CORNERS r "�` --- (SURFACE APPLIED) v ~ j •� r t ��ti MAY BE USED " �S- 2 �- opij 1' SEP fl = ' II 11 p II II ,1 11 v '�c BY: �: � 00 z i M a �i it--- - 'i 7,7 r4 it o 3 II it Q �ii � " ►i I I I' II 1' t� It ti tt ti � i $ N a *o 1 / 1 co 33 1/2- 33 3/8- 33 1/2- w J Q.L. OPG. D.L. OPG. D.L. OPG. ra 37 5/8- 37 5/8' VENT WIDTH VENT WIDTH c,7 a ~ "' TYPICAL ELEVA'T'ION $ z 3 m THESE WINDOWS ARE RATED FOR SMALL MISSILE IMPACT. N 31: z °i- MIAMI—DADS COUNTY APPROVED IMPACT RESISTANT SHUTTERS o _r '.9 REQUIRED FOR INSTALLATIONS UP TO 30 FT. OF GRADE. W 2 SHUTTERS NOT READ. FOR INSTALLATIONS ABOVE 30 FT. OF GRADE. 42 • 0000•• .9.9 . POP 0990•4 SERIES--2100 ALUM HORIZ. SLIDING WINDOW 5/32- HEAT STREN-D. GLASS 5/32- HEAT STREWD. GLASS •••' i3 ;0999; DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER ' • CHARTS SHOWN ON SHEET 2. .060' INTERLAYER .035' INTERLAYER ••• c •9;.. BUTACITE PVB BY 'OUPONT' SENTRYGLAS BY 'DUPONT' •••• ••••• • g `Y APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS ~ 0 0 9 OF H.R./H.R. OR H.R. WITH OTHER WINDOW TYPES IN MODULES OF 5/32- HEAT STREN'D. CLASS 5/32- HEAT STREN'D. GLASS PttODtlCi g a • aascompjyh*wIIhdw0 � � 0• TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED Huildwica& — e , MULLIONS 1N BETWEEN. SILICONE SILICONE Acvepta>nice Na :9099: LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL DOW CORNING 795/883 DOW CORNING 795/983 y3 j'G��C7 " • ; ; APPLY TO ENTIRE SYSTEM. m to W3 ,Mmi Dade product Cwrim _ 'n0THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 21 I + t 5 21 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY �' ' fill �' I 'I I'+' LAMINATED GLASS c, HURRICANE ZONE (HVHZ). to y i i� it i' ' i SMALL MISSILE IMPACT WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER III 4 ' N d h 1 a *0 LOADS TO THE STRUCTURE. Engr.JAVAD ARM a 6 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS FLA. PE 1 70522 a EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. C .N.3538IVIL , ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE 28 LIN 0NOT PART OF THIS APPROVAL. AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES r�_] A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. WIDER THAN 36- WIDER THAN 36- drawing no. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT GLASS TYPE `A' GLASS TYPE `B' C 4 2014 1 04-1 01 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. GLAZING OPTION sheet 1 of $ DESIGN LOAD CAPACITY -- PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) (XOX SIZES) (xox SIZES) o i STD. ANCHOR SPACING ADDL. ANCHOR STD. ANCHORS ADDL. ANCHOR STD. ANCHORS 'd WINDOW DIMS. A GLASS TYPE A GLASS TYPE B GLASS TYPE A GLASS TYPE B WINDOW DIMS. A GLASS A Ac B GLASS A & B WINDOW DIMS. A GLASS tAs & B � WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(--) Tz 26-1/2" 3 82.0 108.0 82.0 82.0 - - - - 74" 9 82.0 82.0 - - 74' 8 82.0 82.0 (�+ tH 1 37" 26' 4 82.0 108.0 82.0 82.0 - - - - 106-1/4" 26" 12 82.0 82.0 - - 106-1/4" 26` 11 82.0 82.0 C p 53-1/8' (2) 6 82.0 108.0 82.0 82.0 - - - - 11i" (2) 12 82.0 82.0 - - 111" (2) 12 82.0 82.0 v 74" 8 82.0 108.0 82.0 82.0 - - - - 74" 9 82.0 82.0 - - 74" 8 82.0 82.0 d 1 26-1/2" 3 82.0 108.0 82.0 82.0 - - - - 106-1/4" 38-3/8" 12 82.0 82.0 - - 106-1/4' 38»3/8" 11 82.0 82.0 �j 10 37" 38-3/8' 4 82.0 108.0 82.0 82.0 - - - - 111" (3) 12 82.0 82.0 - - 111" (3) 12 82.0 82.0 0 53-1/8" (3) 6 82.0 108.0 82.0 82.0 - - - - 74" Y 9 82.0 82.0 - - 50--5/8" 9 74" S 82.0 108.0 82.0 82.0 - - -- -- 106-1/4' 50-5/8 12 82.0 82.0 - 74" (4) 8 82.0 82.0 G 26-1/2' 3 82.0 108.0 82.0 82.0 - - - - 111' (4) 12 82.0 82.0 - - 63' d! 0 37' 50-5/8" 4 82.0 10$.0 82.0 82A - - - - 74' 9 82.0 82.0 - - 74A (4) 8 82.Q 82.4 ? aI fh 53-1/8" (4) 6 82.0 108.0 82.0 82.0 - - - - 106-1/4" 63" it 12 T7.] 77.i 82.0 82.0 72" 8 82.0 82.0 x 74" 8 82.0 108.0 82.0 82.0 - - - - 111" (4) 14 , 12 75.3 75.3 82.0 82.0 84" 24" 8 82.0 82.0 ZW 26-1/2- 3 82.0 108.0 82.0 82.0 » - - - 72' 9 82.0 82.0 - - 96' (2) 9 82.0 82.0 37' 63" 4 82.0 108.0 82.0 82.0 - - - - Be 24" 9 82.0 82.0 - - 108` 11 82.0 82.0 53-1/8' (4) 6 82.0 92.5 82.0 82.0 82.0 108.0 » - 96" (2) 9 82.0 82.0 -- - 72' 8 82.0 82.0 74' 8 75.3 75.3 75.3 75.3 82.0 82.0 82.0 82.0 108" 12 82.0 82.0 - - 84" 36" 8 82.0 82.0 i 24" 3 82.0 108.0 82.0 82.0 - - - - 72' 9 82.0 82.0 - - 96" (3) 9 82.0 82.0 � 36" 4 82.0 108.0 82.0 82.0 - - - » 84" 36" 9 82.0 82.0 - - 108" 11 82.0 82.0 9CD a 48" 24' 6 82.0 108.0 82.0 82.0 - - - - 96' {3} 9 82.0 82.0 - - 72" " 8 82.0 82.0 zc 60" (2) 6 82.0 108.0 82.0 82.0 - - - - 10$' 12 82.0 82.0 - - $4" {4) 8 62.0 82.0 8 cQ 66' 6 82.0 108.4 82.0 82.0 - - - - 72' 9 82.0 82.0 - - 96" 9 SZ.a 82.0 ri 72" $ 82.0 108.0 82.0 82.0 -- -- - - Be 48' 9 82.0 82.0 - - 60` o j 24" 3 82.0 108.0 82.0 82.0 - - - -- 96' (4) 9 62.0 82.0 - - 72 (4) 8 82.0 82.0 ,� fi 36" 4 82.0 108.0 82.0 82.0 - - - - 108' 12 82.0 $2.0 - - a C7 h M 1 4$` 36' 6 $2.0 108.0 82.0 82.0 - -- - - 72' 9 82.Q 82.Q - _ A = NO. OF ANCHORS PER HERO & S1LL � a M � ( ) = NO. OF ANCHORS PER JAMB c Z_ 60" (3) 6 82.0 108.0 82.0 82.0 - - - - 84' 60" 9 82.0 82.0 - - N �'S Z 66" 6 82.0 108.0 82.0 82.0 - - - - 96' {4) 9 82.0 82.0 - - w N 2 72" 8 82.0 108.0 82.0 82.0 - - - - 108" 12 82.0 82.0 - - 24' 3 82.0 108.0 82.0 82.0 - - - - 72" 9 82.0 82.0 - - L01 - 000000 (1/4W) (1/2W) (1/4W) 36" 4 82.0 108.0 82.0 $2.0 - - - - Be 66` 9 82.4 82.0 - - , •• • 48" 48` 6 $2.0 108.0 82.0 82.0 - - - - 96' (5) 9 76.3 76.3 78.6 82.0 ••• • • • ••••i• • 60" (4) 6 82.0 108.0 82.0 82.0 - - - - ••• • i••••i A = NO. OF ANCHORS PER HEAD & SILL ... 66" 6 62.0 108.0 82.0 82.0 - - - - ( ) = NO. OF ANCHORS PER JAMB ' ••• g z c v 00000 72" 8 82.0 IOU 82.0 82.0 - - - - a • • ••• • $ ` 00000 24' 3 82.0 108.0 82.0 82.0 - - - 0000:0 OPERA�� j1��D1/4 OF THE WINDOW Y�QTM � �? 36" 4 82.0 108.0 82.0 82.0 - - - - �yp�ying wli�t the Florido 0000 c z • • • • 48" 60' 6 82.0 106.6 82.0 82A 82.0 10&0 - - BuRdioam No 60' (4) 6 82.0 91.7 82.0 82.0 82.0 108.0 -- -- (1/3W) (1/3W) (1/3W) i • • • • 0000•• 66" 6 82.0 86.6 82.0 82.0 82.0 108.0 - - f " 72' 8 82.0 82.7 82.0 82.0 82.0 108.0 - - V"-- yl proQuct Con m `= a NOTE: oaN � � m 24° 3 82.0 10$.0 82.0 82.0 - - -- -- GLASS CAPACITIES ON THIS SHEET ARE g S 36" 4 82.0 108.0 82.0 82.0 - - - - L BASED ON ASTM E13O0-09 {3 SEC. GUSTS) � vow w 4s" ( s 82.0 93.3 $2.0 s2a 82.0 108.0 - - AND FLORIDA BUILDING COMMISSION 60" 6 79.6 79.6 79.6 79.6 82.0 108.0 82.0 82.4 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH DEtLgRATORY STATEMENT DCA05-DEC-219 = 66" 6 74.8 1 74.8 74.8 74.8 76.7 108.0 76.7 82.0 o Engr. JAVAO AHFAAd N !� A = NO. OF ANCHORS PER HEAD & SILL CmL FCA f 70592 { ) = NO. OF ANCHORS PER JAMB C 3538 r ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH APPLIED RISER AT FRAME SILL Browing no. FOR SILL WITHOUT RISER LIMIT EXT.(+) LOADS TO 73.3 PSF IW04-101 SEE DETAIL `B' ON SHEET 3. (sheet 2 of g METAL WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS TYPICAL ANCHORS STRUCTURE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM �q SEE ELEV. FOR SPACING *v i IBY AND TRANSFER THEM TO THE BUILDING STRUCTURE. w000 BUCK TYPICAL ANCHORS z j 4 a ° 4 e' )�-� l FOR SPACING MIAMI-DARE COUNTY APPROVED Q °4 e n'• ° ' °' Q' MULLION & MULLION ANCHORS TYPICAL ANCHORS: SEE ELEV. FOR SPACING n , SEE SEPARATE NOA 1/4" AEA. (��,MQON BY._'ELCQ (Fu=177 KSI, Fy=155 KSI) O g O Ei U .• ..'_ .•v•'•• ';�-�.:•;'�':• .:•`�`�_`" INTO 2BY W000 BUCKS OR WOOD STRUCTURES 1-1/2- MIN. PENETRATION INTO WOOD Q v + + + + THRU NBY BUCKS INTO CONC. OR MASONRY 17 ' g 2 1--1/4 MIN. EMBED INTO CONC. OR MASONRY N �' DIRECTLY INTO CONIC. OR MASONRY v a 7 1-1/4" MIN. EMBED INTO CONC. OR MASONRY f>o x TYPICAL ANCHORS 14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)li JI !I f11 11 11 7 FOR FE EOR CING INTO MIAMI—RADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") Q55gL� 21 II III) METAL STRUCTURES I d h STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) _ III fl II ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) I ,I II II (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) U) i II f III TYPICAL EDGE DISTANCE o 0 + I II II INTO CONCRETE AND MASONRY = 2-1/2" MIN. f; II INTO WOOD STRUCTURE = 1" MIN. ` Jill n II INTO METAL STRUCTURE = 3/4" MIN. N fJ I 1 1 � � 4• x a 0I tI I� I p WOOD AT HEAD, SILL OR JAMBS SG — 0.55 MIN. „w o jx = CONCRETE AT HEAD, SILL OR JAMBS f'a = 3000 PSI MIN. _ 3: 4 CID 'n ci C-90 HOLLOW/FILLED BLOCK AT JAMBS fm — 2000 PSI MMI. O N r, O �i Z �+ II I I W Jill III SEALANTS: g � Jill i Jill FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL {/j N }I I If I SEALED WITH WHITE/ALUMINUM COLORED SILICONE. L4 II II II it IYEEPHOLES: •• , . •• 21I ' W1 = 1-13/16" X 1/4" WEEPHOLES AT 3" FROM EACH END ...; B III 7 WITH PLASTIC BAFFLE ... ;••••; 9 I F1II 22 W2 = 1/4" WEEPHOLE AT TOP & BOTTOM RAIL 1" FROM EACH'61406 a ., < ••s••• I I ••:•• C 0 t5 1 I �r 00090 14 •• •• ° 00.0 0• i4 • 0000• c o • i • y a �+ • j TA 1PRODUCX) ,,tC,,R,MWEU •••••• 25 23 5=0 �2 •AW58 O to ude prochtct Ca»tra I 2 I a :- f7 d 44 e ° tri Engr JAVAO AHMAO Will. �{ p FLA. C E 3570592 5 0 92 S P TYPICAL ANCHORS s' . I SBY v " SEE ELEV. $ TYPICAL ANCHORS P' WOOD BUCK FOR SPACING g FSEE OR SPACING TYPICAL ANCHORS droving no. W1 a o FOR SPACING ®cj 41 W04-101 sheet 3 of $ ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./STJPPLIER/REMARKS TYPICAL ANCHORS 4mali 0 SEE ELEVS. FOR SPACING 1 ES1003 1 FRAME HEAD 6063-T6 - 2 ES2012 1 FRAME SILL 6063-T6 - MIAMI-DADE COUNTY APPROVED - 3 MULLION & MULLION ANCHORS 3 ES2003 i FRAME JAMB 6063-T6 z Grp ° >.° °• ° SEE SEPARATE NOA 5 ESiOO5 i/ VENT FIXED RAIL (AT SPRING LATCHES) 6063-T6 - 0 r +P 5A £S1051 1/ VENT FIXED RAIL (AT SWEEP LATCHES) 6063--T6 I'• LAN Q- _ 6 ES2004 1/ VENT H.D. VENT MEETING RAIL (AT SPRING LATCHES) 6063-T6 - p p sA 6A ESi053 1/ VENT H.D. VENT MEETING RAIL (AT SWEEP LATCHES) 6063-Te - d v 6.1 ES-2004A 1/ VENT H.D. VENT MEETING RAIL (AT SPRING LATCHES) 6063-T6 ALTERNATE TO 6 y 6A.1 ES-1053A 1/ VENT H.D. VENT MEETING RAIL {AT SWEEP LATCHES} 6063-T6 ALTERNATE TO 6A Q at 7 £51007 2/ VENT TOP AND BOTTOM RAIL 6063-75 V ell ML J y 8 ES1006 1/ VENT JAMB STILE 6063-T5 - a ALT. 9 ESI 103 AS READ. GLAZING BEAD 6063-T6 - 10 ES2002 1 SILL TRACK INSERT 6063=T5 SIC TYPICAL ANCHORS 11 ES2011 AS REOD. STD. SILL RISER 6063-T5 - "a! ' SEE ELEV. FOR SPACINGLL Z 12 ESi009 Z/ VENT SPRING LOADED VENT LATCH 6063-T6 AT 8" FROM ENDS � 12A SL203 2/ VENT SWEEP LATCH ZAMAK AT 11" FROM ENDS, BY INTERLOCK 128 f8 X 1" 2/ LATCH LATCH INSTALLATION SCREWS - FH SMS 13 ES1012 1/ LATCH IVENT LATCH SPRING ST. STEEL 14 C16251 N AS REQO. FOAM FILLED FABRIC W'STRIPPING - SCHLEGEL 14A W23221 NG AS REOD. FIN SEAL PILE W'STRIPPING - ULTRAFAB i 15 /8 X 1" AS READ. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 3 1610 x 4- 2/ VENT FIX. RAIL SILL SCREWS CRS P.H. SMS 17 W2321 NG AS READ. VENT & Flx. RAIL YPS7RIPPtNG - ULTRAFAB z 18 W23291 NG AS REQO. FRAME JAMB W'STRIPPING - ULTRAFAB in 19 WPHL-100 2 BAFFLE - M & M PLASTICS 20 #6 X 1/2" 2/ BAFFLE BAFFLE SCREW - F.H. SMS j 21 ESI 104 AS READ. GLAZING GASKET NEOPRENE - _ ;< ( ^ 22 ES2007 4/ VENT ROLLER HOUSING & GUIDE PLASTIC Q C-4 M 23 ES2006 2/ VENT ROLLER BRASS/ST. ST. - o Z m 24 ES2005 2/ VENT ROLLER PIN ST. STEEL - N o 25 - 1/ WEEP OPEN CELL FOAM PAD - i" X 3/4" X 1" LONG N CJ —M. 04 26 - 1/ VENT 5/16" Box SCREEN - OPTIONAL & W'm 27 ES1505 - RUSH FRAME ADAPTER 6063-T5 OPTIONAL • ••••.- 28 27-372 2/ LITE SETTING BLOCK, 7/16" X 3/16" X 3-1/2" LONG EPDM DUROMETER 755 SHORE A •• •� •••• 8 • • •••••• • •••• • • • •• •• r •••••• • 8 �so � o $ y } ALT. 2 ;v 0 ' ..... Engr: JAVAD AHbtAU a e. V.b .� •• •• CIVIL .•,- RA. PE / 70592 111tt3DUCT ROMWFo C.A. 3538 ' with ft Florida v " v' eaootrrply . LLu ±ALJLU AAMPUnm TYPICAL ANCHORS drawing no. SEE ELEV. FOR SPACING — C� �� W04-101 Aliami T3ade Product Cc�r�':�I sheet 4 of $ VENT WIDTH 1/4" MAX. ¢ SHIM C 01.0. p a 12 1 4- MAX. 13 SHIMS p o 3 18 $ 6. N q.v 1BY g WOOD BUCK v METAL STRUCTURE __- - - _ - 17 -v 17 h 8 $ ---� �� _ - - - -- a ----- --------SCREEN OPT. -------� , , TYPICAL ANCHORS 9v FOR SPACING �, O 5 21 5 2t a � D.L.O. ALTERNATE VENT MTG. RAILS J EXTERIOR e WINDOW YAM /TYPICAL ANCHORS XO LAYOUT g n SEE ELEV. FOR SPACING OX OPPOSITE C z � M VENT WIDTH } `� U ¢ 1/4" SHIM 12 VENT WIDTH 1/4" MAX. Lc MAX 13 ( I) } SHIMS w w> � � V0�WOOD BUCK 3 18 6 ? O n t00 STRUC RE o. TYPICAL ANCHORS '`� SEE ELEV. FOR SPACING g Z �i h • N y 6R •0609• 99 (li .� •6 17 996 gj W �� 969999 v _ 999 • • 909906 ------SCREEN OPT ---� - - �--- SCREEN OPT.-----,' • • • • Uy 4v 69 • 99999 lay • • n 999 $ • • 90909 5 21 MOOD BUCK •96 • S • 9696.9 EXTERIOR v • • c c L" " 069996 WiNDOYi WIDTH e e i C pitower i • %o% LAYOUi ee .. m Z - TYPICAL ANCHORS 14a V 1/4 MAX. . MIAMI-OADE COUNTY SEE ELEV. FOR SPACING SHIMS' . R27 ALT. APPROVED MULLION Y uct Contras c SEE SEPARATE NOA Mtatni Date Prod o mo, � Wp�� Ob Q4-7+ - `' VENTS WITH " "' '` SPRING LOADED LATCHES r Engr. JAVAD AHMAD • 4 O 4 �L�] tiIML �j N Ft 70592 �' C 35 38 , 14 ' TYPICAL ANCHORS �.------------ Ltai a SEE ELEV. FOR SPACING e droviing no. p WINDOW WIDTH a� WINDOW WIDTH OCT 1 W04--101 sheet 5 of $ VENT WIDTH 1/4" MAX, p SHIM C D.L.O. p p 1/4" MAX. Z Rp SHIMS Q � 18 SA SA.1 � P.v ISY ',,,/'-WOOD BUCK �q v METAL 7 STRUCTURE _ _-- ----- __ —__ 1++.• 2 IV .q 2 VX 3 1717T'l 4 • —____ — ---8`SCREEN OPT. -------- + + o TYPICAL ANCHORS — — + r 91 04 `t SEE ELEV. °jJ�rc ' •vb,o FOR SPACING � 3 5A 21 SA 21 Q = D.L.O. W ALTERNATE VENT MIG. RAILS .1 EXTERIOR a ° Q �i el VANDOW WIDTH XG LAYO SEECAL ANCHORS ELEV. OR SPACING OX OPPOSITE o Cz � ry VENT WIDTH } �' 1/4" SHIM MAX VENT "m1/4" MAX. 3 @ SHIMS • WOOD BUCK 18 SA vc=i 7 .d M W SfRUC RE a._ TYPICAL ANCHORS a~ M � SEE ELEV. FOR SPACING g •3- c le 17 _ 17 0 •••� aj� ••••i• ------SCREEN OPT ----- — — — """_ SCREEN OPT.-----.- •••• • • • • 21 18Y •.o• S • • o ••••• 5 WOOD BUCK •• • • •••••• .- EXTERIOR a "" • • Z '• WINDOW WIDTH o • PRO13UCI'RMEWED • rc • • XOX LAYOUT complying with the 111"Ia •••••• walal�s� .. .�. � ACcepumm °z 5 Data �, TYPICAL ANCHORS MIAMI—DADE COUNTY SEE ELEV. FOR SPACING APPROVED MULLION i D$ Product contm a a SEE SEPARATE NOA 2 VENTS WITH SWEEP LATCHES Engr JAVAD AHWAD os ML r x FLA. PEI# 70592 .- ----- - CAN. 5 u drawing no. 'MNOOW WIDTH a WINDOW WIDTH a jI W04--101 sheet 6 of 8 2.330 � .857 � W 1.242 .837 � 52.063 52.063 � � 715 �- 1.434 .803 •045 Ob2 .062 3 Z 2.186 1.344 .0 2 .513 - g .930 1.530 .930 1.530 062 II 393 .9301 p 813 VENT TOP/BOTTOM RAIL t9 GLAZING BEAD 1jd 1250 2.158 1.421 H.D. MEETING RAIL H.D. MEETING RAILL. V o 930-1.400 O AT SPRING LATCHES O AT SWEEP LATCHES Q M 062 g�a4 � �1 FRAME HEAD 1949 .760 2.063 2.063 A 1.122 d 992 1.118 .125 .12s 4 1.149 .562 .552 ► 062 .078 �-' z .813 NP' f Ab2 1.630 8 .�i2 1.630 a W L.23fl -7 .489 .983 L250 .813 t2 VENT LATCH g 1.250 1.250 078 O JAMB STILE .d78 3.437 2816 2.190 H.D. MEETING RAIL H.D. MEETING RAIL �t 062 g.t AT SPRING LATCHES AT SWEEP LATCHES e4� 065 .770 .500 � } '-"� �� 2.113 2.181 J . .450 J 500 2268 1675 .994 „> s V;>< � L-2330 t� �Mry A46 0 FLUSH FRAME ADAPTER L212 992 1.212 992 c, Z 3 -jC} ��•�, 2 FRAME SILL 062 • .•a•m •....• 062 ••s• GO N• v •• ON 188 1.25fl 1.250 • • N � � •...i• �� tt SILL RISER �� ••••� 052 J's0 FIXED RAIL FIXED RAIL • • 312 O AT SPRING LATCHES ® AT SWEEP LATCHES •••• ••:•t• �� • r1,0198as • •.4.• z a • a • o � O • • :••••: •0 v 91 to SILL TRACK m� z � 2.130 g a a 9 � 0>2 C V c w r .062 2.392 2.555 Engr. JAVAD AHMAD 1.6782 FLA. OW 7058228 r w 868 PRODUCT RBNBVYED C.N . 38 S a II1tdldits8 wbh the Florida ` Ate%` ,� j drawing no. ictCantro 01 01 FRAME JAMB iy'sami Dade 1?rodi sheet 7 of $ i5 t5 0 5 ,mow 8 � a CY �o 8 � o FRAME TOP CORNER y N to Z � M VENT TOP/BMM CORNERS 5 cis J � J M Ui¢ CO o � M g z 3i _j •• w cV 41 •• /� � 0000 s • 0000•• ••• •0900 0 • •090 • • 0000• • •• • • 6000•0 ` • • • �/1 • Q •99.9• ' / w i 0 •0060: 00 vr` 0 o_ oN � Y3 '� ERAME SQUOM CORNER Engr. JAVAD AN►,tAO r !NL O FIA. 70592 PRODUCC R'ENHMD C.A. . 3s as�umpIYIM writ,the Florida b s l3nitdiag Cade ' � o � } Acceptance No 16 ISA ! ®CT {� drafting no. - FIXED ani ii Dade Product COOntsuC ^,, l W04-1 0 FIXED MTG. RAIL CORNER sheet 8 of $ MAP F BOUNDARY SURVEY � LEGEND ABSREV/A710Ns: A =ARC DISTANCE A/C=AIR CONDITIONER PAD tR,=,E AUTHWOZATIO/LB-7104 Bax=BROWARDCOUNTYRECOROS Ca Pring, inch: c� BLDG= s BUILDING suaraz urv�Yi n 8� ma IRS„ SM=BENCH MARK 15190 SW 136th Street, Suite 20, Miami, Florida 33196 BOB=BASIS OF BEARINGS NO ID CBS=CONCRETE BLOCK&STUCCO Tel: 305.596.1799 Fax: 30,.59618 NE 900th STREET c>_=o�11TED www.suareasurve in gc o m CB-CATCH BASIN PIATIMAGE. --� S89°544.6"E s COG=CURB aouTTER �. NOT TO SCALE NORTH q-q-:•gg�-- CLF=CHAIN LINK FENCE .. SCALE: 1"=20' n = iCOL-COLUMN ' DE=DRAINAGE EASEMENT �. Ic- DME J � $ � R=25.00' Z205 II NAGE a MAINTENANCE EASEnnENr Lp - ` EB=ELECTRIC BOX 10 0A Q �, " L=22.36' ENC.=ENCROACHMENT� FIR 5/8 0. A=51°14'03" BEW=EDGEOFWATERNO ID ��r FDH=FOUND DRILL HOLEFULL CURVEFF=FINISHED FLOOR ELEVATION� FIP=FOUND IRON PIPEt � p• • FIR=FOUND RON ROD •°°•- 3'b' sh R=25.00' FN=FouNONAIL(NO ID) --- --------- -- - ' L=11.43' FPL_ORIDA POWER DISK TRANSFORMER PAD n st+ s? DLT CBS WAN. QI• ©=26°11'12" AN 4'HEIGHT LE=LD�E EASEMENT CH=11.33' LME=LAKE MAINTENANCE EASEMENT CB=S51°56'47`W M-MEASURED DII DQE PROPERTYADDRESS: 0 TY RECORDS 9959 BISCAYNE BLVD, MIAMI SHORES, FLORIDA 33138 d y ^ ��• '��' MH=MAN HOLE !/' ML MONUMENT LINE \ LEGAL DESCRIPTION: ,OIS_ LOT 11, BLOCK 178 OF MIAMI SHORES SECTION 8 REVISED PLAT, ACCORDING TO / y \ PS-PLAT BOOK THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 43, PAGE 67, OF THE PUBLIC LA PC=POINT Or-CURVATURE RECORDS OF MIAMI-DADE COUNTY, FLORIDA. 1 PCP=PERMANENT CONTROL POINT . � > 0� h 6�q PE=POOL EQUIPMENT PAD SURVEYORS NOTES. PG=PAI 1. ELEVATIONS WHEN SHOWN REFER TO 1929 NATIONAL GEODETIC VERTICAL DATUM 26+5 v PI =POW of INTERSECTION (NcvD 1929). •0• \ , PK=PARKER KAELON(SURVEY NAIL) 2. NO ATTEMPT WAS MADE TO LOCATE FOOTINGS/FOUNDATIONS, OR UNDERGROUND _PLANTER UTILITIES UNLESS OTHERWISE NOTED. �� ;A POS POINT OF BEGINNING 3 THE LANDS SHOWN HEREON HAVE NOT BEEN ABSTfACTED R' REGARDS TO - y�8026 0, �O• \U POC POINT OF= COMMENCEMENT MATTERS OF INTEREST BY OTHER PARTItS, SUG4 AS EASEM:AT, RIGHTS OF W-N"S, PRC PONT OF REVERSE RESERVATIONS, ETC. ONLY PLATTED EASEMFNTD AhE SHOWN. PRM=PERMANENT REFERENCE MONUMENT 4. THIS SURVEY WAS PREPARED FOR AND CERTIFIED TO 1HE PAR MIES) INDICATEL 16ti G �� \ , PT POINT OF TANGENCY HEREON AND IS NOT TRANSFERABLE OR a^S IfB - a �rL0, V`IjO © R =RADIUS DISTANCE 5. THE INTENT OF THIS SURVEY AS COMMUt':CATED BY THE CERTIFIED PAR)iES 'IS V \v s� (R)=REQ FOR REAL-ESTATE TRANSACTION OR M(,R.'GA.Z -EFINANC 004C, TVI! SURVEY I$ NOT •..r,.;` - D/W \�� ^V RNY=RIGHT OF WAY TO BE USED FOR ANY OTHER PURPOSE•OR PAVY(fES) WI1j41TJUA'•IAL•AUTHORjd'�1 ^ RES.=RESIDENCE OF THIS FIRM. ••• �� Co- �O \ BIP=SET IRON PIPE 6. THIS SURVEY IS N07 INTENDED Fp% N9:iER DESIC•N•,Ot CONSTRUCTION SND=SET NAIL&DISC(PK) PURPOSES,FOR THOSE PURPOSES, A TOPOGRAPHIC SURVEY.MAY BE*4EOU IRED.' \i® STL=$URVEYTIELINE 7. ADDITIONS OR DELETIONS TO SURVBCO"156•R REPORTO"sOTHER TH�V,.iiG SWK=SIDEWALK SIGNING PARTY OR PARTIES IS PROHVI G PARTY OR PARTIES. W- OUT WNTTEN C/MISENT ( .I. UB=UTILITY BOX B. TH(IYP)-TYPICAL NS S A SURVEY OF A RESIDENTIAL �RTY, THE �'TAND ACCURA" FIR 5/8" O ` O g, UE=UTIUTY EASEMENT THE CONTROLLING DATA (BOUNDARY, WN1 WAVERSE,•Vf•�1IVEY TIE•L1PIE£i NO ID �s�' 0pvgRJ WIF WOOD FENCE WMDE WALL MAINTENANCE DRAINAGE EASEMENT FOR THIS TYPE OF SURVEY AND ITS DrESWO•)^E (SUBUOBAN) IS 1 FOOT It* 00 p 4If. WME-WALL FEET (THIS SURVEY DOES NOT EXCC�EEQ THAT STANDIR'1) W�RTICAL FEA1U p o• o `\ TI (ELEVATIONS)HAVE BEEN MEASURED 7O�AV• ACY OF 5•HUyD S OF A1F " v� \ =CENTERLINE © =TELEPHONE RISER 9. IMPROVEMENTS SHOWN HAVE BEEN 1� �1I�TO THE P Sf TH OF: 'C0 TIES SHOWN HAVE BEEN MEASURED TO THY N --ST 100TH JF.�� T. *• WATER VALVE ® =WATER METERwv CABLE TV ELEVATIONS WHEN SHOWN HAVE BEEN ME•S k4WgTO NEAREST 1 JOTn OF A FOOT ON s' X0.00 =ELEVATION HARD SURFACES AND NEAREST TENTH OF A NDO`*FOR GROUND OR SOD SURFACES =CURB INLET 10. ALL BOUNDARY LIMIT INDICATORS SEAT ARE STAMPED LBY 7104.0 0*** MIT) =ORIGINAL LOT DISTANCE 11. THE BOUNDARY LIMITS ESTABLISHED ON TH§ SURVEY Re R ON THE LEGAL =FIRE HYDRANT ® =CENTRAL ANGLE DESCRIPTION PROVIDED BY CLIENT OR 11:REP dTATIVE.•Z FENCE NOT D . • a •••• LIGHT POLE cQ' =UTILITY POLE 13. BEARINGS WHENPSHOWN ACRE IN TOED %M:ED MER104A, V:CENTVMAANE OF © _DRAINAGE MANHOLE BISCAYNE BLVD HAS BEEN ASSIGNED A BEARING OF S 38151'613 W. • S =CATCH BASIN QS =SEWER MANHOLE 14. TYPE OF SURVEY: BOUNDARY O =IRON FENCE El WOOD FELE o�St9,� /LSD a Ao FIR 5/8" ___=CHAIN LINK FENCE P `^ NO ID — —=OVERHEAD UTILITY WIRE a� SURFACES: �OQO;e' �b p ow `ro- ❑ CERTIFIED TO. GLOBAL REAL ESTATE ACQUISITIONS AND INVESTMENTS,LLC °`yam !� ASPHALT R PAVERS BUILDING [:TILES] COVER / SURVEYORS CEJMF=7E I HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND DATE OF SURVEY: ° r � BELIEF AS RECENTLY SURVEYED AND DRAWN UNDER MY DIRECTION AND MEETS THE MINIMUM TECHNICAL 0811012015 00` / STANDARDS SET FORTH BY THE FLORIDA STATE BOARD OF SURVEYORS AND MAPPERS IN CHAPTER JOB #.' 150821987 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027.FLORIDA STATUE. rMJu.na FILE C-16321 ss' / AUTHENTIC ENL Dt�tco=Awksuw PROJECT NAME. " .Tuan A. _ & A. FIP 314 SURVEY SHALL BEAR THEamlwAa Wm•: s &M a� SURVEYS 2015 O/S 1.00' y ! ORIGINAL SIGNATURE AND & TRACT 178B(31.11) sau — -'CAD -ILE(R)- GLOBAL S51 0$' ?', / MIAMI SHORES SEC.8,REV. A�E�(G REGISTEREDS u a rez ��5 ��EE IGS ma SHEET 1 OF 1 i NOT A PART OF THIS PLAT SURVEYOR AND MAPPER ° 2015AB", SSTAATE OF FLORIDA LIC.#6nO +a Miami Shores Village Building Department EC 11.2015 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY: �/�� Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION UNE PHONE NUMBER:(305)762-4949 FBC 20 BUILDING Master Permit No.� ,� �� ' PERMIT APPLICATION Sub Permit No. KB61LDING ❑ELECTRIC ❑ ROOFING [:�M/EVISION ❑EXTENSION ❑RENEWAL ❑PLUMBING [-]MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑SHOP CONTRACTOR DRAWINGS JOB ADDRESS: !q P? 915 k6 6 L V A o C : Miami Shores County: Miami Dade Z11): 91 Folio/Parcel#: Is the Building Historically Designated:Yes NO ,^ Occupancy Type:a4,)Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder). L"PhoSne*-:, '?W-I 7(� j' Address: City: State: L. Zip: ® _ Tenant/Lessee Name:�/o t"06 Phone#• Email: —�° �. 3 f ��►U l' r"�i� .y��1 CONTRACTOR:Company Name: + 6 f Phone#: Ta'- -99z - 3"7 Address: /74-17r"" & I S C-A VA-44 7 7 City: Oy, State: PL + Zip: Qualifier Name: Phone#: 30_J y 9q Z 7 7` State Certification or Registration#: C'�G �3 �� Certificate of competency#: DESIGNER:Architect/Engineer. Phone#: Address• City: -State: Zip: V ue of Workf"is P rin uare[Lin�ar:Mo6j of Werk: Type of Work: ❑ Addlucin ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Revk-ws$ Bond$ TOTAL FEE NOW DUE$3g, ®� (Revbed=4/2014) 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 constriction 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 noticeof co men�ment must be posted at the job site for the fast inspection which occurs seven (7) days after the building permit is Issued. . the absence of such posted notice, the Inspection will not be approved and a reinspection fee will be charged. Si Signature �f 0 �Z�iNI:R oa'AGENT � GON�CTt�lt The foregoing instrument was acknowledged before me this The fo g instrument was acknowledged before me this day of D= ,20_4J_ by �day of C ,20 by who Is personally known to ma 4,Z4 4 gme -7 ,who is personally known to me or who has produced ��.�- as me or who has producedL — as identification and who did take an oath. identification and who did take an oath. 107 PBUC: IworA PUBLIC: Si n: Print: Print: A60 or&- Public State of Florida Anne M FeWano Seal A4o, Notary Public Staleof Florida Seal: ?a 011 FF 18 082753 Joanna M Feliciano +� My Commission FF 082753 Expires 0 1/1 212 01 8 s*** *s*s**s**s**s*s**s***s*s*ssssass*s*ssss**s*sssssssess*ss*ssss*ss**ss* !ti APPROVED BY tans Examiner Zoning Structural Review Clerk (Rewbed02/24/2014)