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WS-16-3107 Permit NO. WS-11-16-3107 Miami Shores Village Permit Type:Windows/ShUtt l!S 10050 N.E.2nd Avenue ' Work Classification:Door Replacement Miami Shores,FL 33138-0000P4,Oda, rmioelk Permit Status:APPROVED Phone: (305)795-2204 �0RivA Issue Date: 11/29/2016 Expiration: 05/28/2017 Project Address Parcel Number Applicant 301 GRAND CONCOURSE 1132060133850 Miami Shores, FL 33138- Block: Lot: TERESA OLIVA TR Owner Information Address Phone Cell TERESA OLIVA TR 301 GRAND CONCOURSE (305)807-1210 MIAMI SHORES FL 33138-2719 Contractor(s) Phone Cell Phone Valuation: $ 2,300.00 RC CONSTRUCTION &INVEST, INC 305/975-4156 ._ m ......m-.. Total Sq Feet: 0 Type of Work:REMOVE AND REPLACE FRONT DOOR Available Inspections: No of Openings: 1 Inspection Type: Additional Info:REMOVE AND REPLACE FRONT DOOR Window Door Attachment Classification:Residential Final Scanning:3 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.80 DBPR Fee Inv01Ce# WS-11-16-62054 $2.00 DCA Fee $2.00 11/29/2016 Check#: 1634 $ 127.80 $0.00 Education Surcharge $0.60 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $2.40 Total: $127.80 r 3 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-named contractor to do the work stated. November 29, 2016 Authorized Signature:Owner / Applicant / ontractor / Agent Date Building Department Copy November 29,2016 1 Miami Shores Village Building Department NOV 14 2016 E 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY. Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 5 FBC 201 BUILDING Master Permit No. WS 10 '31 O PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 0 I Cn 2^Xr d Citv: Miami Shores County: Miami Dade Zip 3 3> 3 Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: F-FE: OWNER:Name(Fee Simple Titleholder): _ 1 ?/Y��Sc� (-,/kAA/Gy Phone#: Address: _?Q/ 67 di',XJ f o/l%<o C3 S6 City. State: FC Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: )Z- C Col./S7 /7J�/-�GAJ �N<�f-�ti�� phone#: 3<3S' 7j--d/1Z Address: / 00 5" 4/ City: jr1 A ^ • State: `c Zip: 'I '7,— Qualifier Name: 11rC./1}LtL, Gl nr // Phone#: -?OS State Certification or Registration#: C CJ- �� Z _Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Z.3 DO . Square/Linear Footage of Work: Se �r( Type of Work: ❑ Addition ❑ Alteration / ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: L•K n %LC Specify color of color thru tile: ii Submittal Fee$ Permit Fee$ I CCF$ 1 W CO/CC$ Scanning Fee$ n D� Radon Fee$_ Z• 4a DBPR$ Z .ep� Notary$ Technology Fee$ . 4 0 Training/Education Fee$ l l .b D Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$_ ( L� 80 (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien low 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 instrument was acknowledged before me this '�day of v_ Y 0 V 1 20_1(0 by _WO day of "C)\/ 120 10 ,by 140r let CQ 0/)V vqo is personally known to R6000 -A _ jrC ho is personally known to me or who has produced flaL&z orlUcY as me or who has produced-VI Or 02 0r VCyS as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Gj Q 0/ Print 1• „t! �, MYCOMMIS I N#GG 044602 Seal: :M: MAHARAI K.GON7ALEZ Seal: :, EXPIRES:November 2,2020 3r F MY COMMISSION#GG 044Q02 Bonded Thru Notary Public Undemiters EXPIRES:N ��� November 2,20'20 otary Publlc Underwrte t I *ssss**sssssss ss sss ssssss*ss*ssssssssss*sssssssssss**ss*ss*****ssss**ssss***** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) } 4, I ' f 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: 3126/2015 EXPIRATION DATE: 3125/2017 PERSON: CABRERA RICARDO FEIN: 651188084 BUSINESS NAME AND ADDRESS: RC CONSTRUCTION&INVESTMENTS INC i 1408 BRICKELL BAY DR 9 815 MIAMI FL 33131 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR P✓su-lUG"./F:er<10 QSIteI.F.S a�ot+cu ofaco•Fola:onrro Ne/Cs esemp*.xt•amR.+CaFterq Mp■cen•w;a c!eeC.ye.:nee!ra/ec;on ray r.Ci+ce.eoEere'ts or canpe•tse;a�uMe,fhs cRapter P�i,anlo Cheptere40D5(121Fa,CMentes cleuna�!a De ea+mpt /pF!Yor•, ra+-�Ihedxt'Wesof eean to be ev she!roSAIeekcWdto Ota/3(tdocation 1,+�pl Pmwuib G�/p�erM VWrot)F a 410 i aeoleM:tianfobe eperi^d eat 5a!n al Ne c2 wto Ceem�re la pr e.o:e req.!e"-tso.at aniftr,ss ,�eRerNe nm of a coifcea Me depa;tw ,j ye ce! CA,!a t1**P!I/01'/mei et the relic M Gl25[Jfe re p•!pll Tell+7e req:!eme•h el6•.e elGi en!ef{+f W eCe Oli[eRRC]te Tre dlFa�TK.t+I:e/M'Gt!a I DFS•F2•DWC•252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED W13 QUESTIONS?(850)413.1608 Local Business Tax Receipt Miami-Dade County, State of Florida -THIS IS NOT A BILL-DO NOT PAY LBTt' cO Z o vi 5273313 Q 2 N U coo to 00 BUSINESS NAMEILOCATION RECEIPT NO. EXPIRES ((0- O ? R C CONSTRUCTION& rz t» t$ INVESTMENTS INC RENEWAL SEPTEMBER 30, 2017 Z g o X v 12700 BIRD RD 2952704 Must be displayed at place of business W `o MIAMI,FL RD Pursuant to County Code ¢pD Lu q Chapter 8A-Art.9&10 D LL.,CC C owO _ ia y _J w o OWNER 4 SEC.TYPE OF BUSINESS LL W PAYMENT RECEIVED R C CONSTRUCTION&INVEST INC 196 GENERAL BUILDING BY TAX COLLECTOR O CONTRACTOR 75.00 07/1412016 W X LL *„ D N Worker(s) 1 CGCO54329 0223-16-005205 Q a p >' ` I—W lY rn C7 pC o This Local Business Tax Receipt only coafUms payment of the Local Business Tax.The Receipt is not a license, Cl)p fy � � ►- w a permit,or a ceRiliostion of the beldoes qualifications,to do business.Holder mast comply with my governmental CO or nongovernmental regulatory laws and requirements which apply to the business. W W 2 u • The RECEIPT N0.above must be displayed on all commercial vehicles-Miami-Dads Code Sec 9"76. U W UO 00 UJ For more ialormation,visit wwwJeiamidede.govAexcollector 0 V V U UUIY �, SNORES i Miami shores Village " - NJ' Building Department artment L' o`w 10050 N.E.2nd Avenue �LO Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances,Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Owner State of Florida County of Miami-Dade //,�, The foregoing was acknowledge before me this day of No V ,20--LO By 94Qi,IQ t-cr cs Q' O// ✓ G who is personally known to me or has produced t4 n • as identification. Notary: SEAL: MAHARHI K.GONZALEZ MY COMMISSION#GG 044602 = <= EXPIRES:November2 2020 :FOE Flo.° Bonded Thru Notary Public Underwriters TEL.(305)975-4156 RC CONSTRUCTION& - FAX(786)425-0707 INVESTMENT INC. er ����aiaoes 12700 SW 40 STREET CONSTRUCTIONMIAMI,FL 33175 Sc INVESTMENT Date 11/14/16 State of Florida County of Dade Before me this day personally appeared Ricardo Cabrera who being duly sworn,deposes and says That he or she will be the only person working on the project located at 301 Grand Concourse Miami shores Sworn to affirmed and subscribe to me this day of 20 ,by Personalle known Or Produce Identification Type od Identification Print Type or stamp Name of Notary 11110/2016 09:32 TAX) P.001/001 C;C; 'P CERTIFICATE OF LIABILITY INSURANCE DATE(MWDD/YYYY) 11/10/16 THIS CERTIFICATE IS ISSUED ASA MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certlficate holder In Ilau of such endorsement(e). PRODUCER CONTACT Excellence Insurance Agency PMMNMarcos Alvarez E (305)226-3900 q/C No; (305)226-3997 3801 SW 107 Avenue AI-ADDRL MAlvarez@Excellenceinaurance.net Miami,FL 33165 INSURER($)AFFORDING COVERAGE _ NAIC e Phone (306)226-3900 _Fax (305)226.3997 INSURER A! Ca_noplus US Insurance Inc INSURED INSURER 8: Progressive Ex press Inaufanoe Company R.C.Construction&Investment,Inc INSURER 0: 12700 SW 40th Street INSURER D Miami,FL 33175 (305)9764156 INSURER E COVERAGESINSURER F CERTIFICATE NUMBER: _ REVISION NUMBER: THIS IS TO CERTIFY THAT THE ED POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUTO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, �gREXCLUSION$AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. (LTR TYPE OF INSURANCE ADDTYACE-0017227 POLICY EFF POLICY EXP - INSR POLICY NUMBER MM/DD/YYYY MM/D LIMITS GENERAL LJABIL ITY .... ..._ EACH OCCURREN E,• _$ 1,000,000,00 .COMMERCIAL GENERAL LIABILITY ❑ ❑ CL.ARM-MADE DAMAGE (Fa�,rrpn2fjj RENTED $ 100,000.00 A N OCCUR Y MEDEXP An one arson $ 5,000.00 Inc.Contractual Liability04/17/2016 04/17/2017 ❑ PERSONAL 6 ADV INJURY $ 1,000,000.00 GENERAL AGGREGATE $ 2,000,000.00 GEN'LAGGREGLLA��T•77E LIMIT APPLIES PER: ❑ POLICY W pR ❑ LOC I PRODUCTS-COMP/OP AGG It 2,000,000.00 AUTOMOBILE LJABRJTY 8 IN D SINGLE LIMIT ANY AUTO _ 1,000,000,00 ❑ S B ©• AUTOS AUTOS❑ 90DILY INJURY(Per person) AUTOSULED N 04275878 9 --- 09/04/2010 03/04/2017 BODILY INJURY(PeraccldenU NON-OWNED ® HIRED AUTOS a AUTOS �OP R AMAGE $ _ ❑ _ ❑ UMBRELLA LIAR ❑OCCUR _ - ❑ 0=93$LIAR ❑CLAIMS-MAGE EACH OCCURRENCE $. AGGREGATE S DED RETENTION S WORKERS COMPENSATION -"' — 5 AND EMPLOYER&LIABILITY YIN WC STAT`. OTH•ANY -• • • OFFICERW BERP LCEX UDEEQXECUTIVE IQHyjjd NIA n E.L.EACH ACCIDENT ; (Mandatary In NN) -- If yyeea,deseflbe under E.L.DtSEA$E-EA EMPLOYE $ DESCRWTION OF OPERATIONS below E.L.DISEASE.POLICY LIMIT $ DESCRIPTION OF OPERA710Nb r LOCATIONS t VEHICLES(Attach ACORD 101,Addltlonal Remarks Schedule,If more space is required) . City of Mlaml Beach Is named as additional insured with regards to the following project,- Project roject:Project Name:350 Meridian Project Address:350 Meridlan Ave. Project Description:3 story building-4 apartments With parking. Duration of Project:8 months CERTIFICATE MOLDER _ CANCELLATION Miami Shore Village SHOULD ANY OF THE SOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION D THEREOF,NOTICE WILL BE DELIVERED IN 10050 NE 2nd Ave. ACCORDANCEVoTH T E POLICY P OVISIONS. Miami Shores,FL 33136 AUTHORIZED REPR BEN E '— Fax:305-756-8972 ACORD 26(2010/06)QF 198 2010 ACORD CORPORATION. All rights reserved. he ACORD name and logo are registered marks of ACORD ` Department of Regulatory and Economic Resources MIAMI-DADEBoard Administration Section ® 11805 SW 26"Street(Coral Way)• Room 230 Miami, Florida 33175-2474 Telephone 786-315-2573 Fax 786-315-2570 www.miamidade.gov/development MEMO TO: 1 B 'n Of i s in iami Dade County FROM: Secretary o the oar Board of les and Appeals DATE: August 4'h, 2016 SUBJECT: Certificate of Reinstatement RC Construction & Investments, Inc. Ricardo Alberto Cabrera, Qualifying Agent State License #CGC054329 1408 Brickell Bay Drive, Apt. 815 Miami, Florida 33175 As a result of the Board of Rules and Appeals meeting held on July 2151, 2016, it was previously advised that the above Contractor's permitting privileges were administratively suspended in Miami- Dade County. This is to inform your Department that the above Contractor's permitting privileges have now been ADMINISTRATIVELY REINSTATED in Miami-Dade County. If you have any questions concerning this matter, please do not hesitate to contact Daniel Vuelta, Contractor Enforcement Supervisor at 786-315-2562 or via email at DV045@miamidade.gov. • V MECAWind Version 2 . 1 . 1 . 4 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2016 www.mecaenterprises.com Date 11/22/2016 Project No. 27-2016 Company Name EAV ARCHITECT Designed By ENRIQUE TERAN Address 8425 BISCAYNE BLVD. UNIT 103 Description NEW DOOR City MIAMI Customer Name TERESA OLIVIA TR State FLORIDA, 33138 Proj Location 301 GRAND CONCOURSE, MIAMI SHO File Location: C:\AWork\2016-W\27-2028 Alahambra Circles\716 House.wnd Envelope Procedure per ASCE 7-10 Chapter 28 Part 1 All pressures shown are based upon ASD Design, with a Load Factor of . 6 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = D Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Damping Ratio (beta) = 0.01 Alpha = 11.50 Zg = 700.00 ft At = 0.09 Bt = 1.07 Am = 0.11 Bm = 0.80 Cc = 0.15 1 = 650.00 ft Epsilon = 0.13 Zmin = 7.00 ft Slope of Roof = 2.13 : 12 Slope of Roof(Theta) ; =••• 10.V*n0e g 0.00•• Ht: Mean Roof Ht = 12.00 ft Type of Roof '!!= C?abled •• RHt: Ridge Ht = 14 .00 ft Eht: Eave Height *0"0. 10.ba"f't' ••••�• OH: Roof Overhang at Eave= 1.00 ft Roof Area "`-'•3062.00 *ft^ • 2 ..60 *00 6666.. Bldg Length Along Ridge = 67.00 ft Bldg Width Across Ridg%"-o 43ZI.ff 0.00•• 60.60. . • : •.. 6666. Gust Factor Category I Rigid Structures - Simplified Method •• •• ...66 Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 490$e85 0 0 Gust Factor Category II Rigid Structures - Complete Analysis • '000.0 Zm: 0. 6*Ht �••' 7:.20 f606 :6666: lzm: Cc* (33/Zm) ^0.167 = 0.19 • ' Lzm: 1* (Zm/33) ^Epsilon = 537.36 ft Q: (1/ (1+0.63* ( (B+Ht) /Lzm) ^0.63) ) ^0.5 = 0.93 Gust2: 0. 925* ( (1+1.7*lzm*3.4*Q) / (1+1.7*3.4*lzm) ) = 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi Internal Pressure Coefficient = +/-0.18 � g 2018 N By: Low Rise Bldg Provisions per Fig. 28 . 4-1 : MWFRS Load Case A : W11 Omw Cam Load Cage A ..'..• • . ..... .... ...... ft Cme A Torsion vmv ac ar Am Transverse Direction Building GCpf +GCpi -GCpi qh Pressure Surface psf psf -------- ------ ------ ------ --------- --------- 1 0.44 0.18 -0.18 41.19 25.54 2 -0.69 0.18 -0.18 41.19 16.00 3 -0.41 0.18 -0.18 41.19 16.00 4 -0.34 0.18 -0.18 41.19 16.00 lE 0.67 0.18 -0.18 41.19 35.01 2E -1.07 0.18 -0.18 41.19 16.00 3E -0.58 0.18 -0.18 41.19 16.00 4E -0.50 0.18 -0.18 41.19 16.00 1T * * .00 2T * * * * .00 3T * * * * .00 4T * * * * .00 Low Rise Bldg Provisions per Fig. 28. 4-1 : MWFRS Load Case B a) s (D Q twr ctOn WW Wbd nd�aod ne�ua w UndJm Omw Omm 0000.. • 0000.. 00600 V •• • 0000 0000.. 0000 �..... 0000.. Load Case B 0000.. Mlill Case B Torsion Longitudinal DirwUon Building GCpf +GCpi -GCpi qh Pressure Surface psf psf -------- --------- --------- --------- --------- --------- 1 -0.45 0.18 -0.18 41.19 -25.95 2 -0.69 0.18 -0.18 41.19 -35.84 3 -0.37 0.18 -0.18 41.19 -22.65 4 -0.45 0.18 -0.18 41.19 -25.95 5 0.40 0.18 -0.18 41.19 23.89 6 -0.29 0.18 -0.18 41.19 -19.36 lE -0.48 0.18 -0.18 41.19 -27.19 2E -1.07 0.18 -0.18 41.19 -51.49 3E -0.53 0.18 -0.18 41.19 -29.24 4E -0.48 0.18 -0.18 41.19 -27.19 5E 0.61 0.18 -0.18 41.19 32.54 6E -0.43 0.18 -0.18 41.19 -25.13 1T * * * * .00 2T * * * * .00 3T * * * * .00 4T * * * * .00 5T * * * * .00 6T * * * * .00 Figure 28.4-1 - Low-Rise Wal And Roof Figure Notes: • • ;"••• Notes: 1) Pressure = qh * (GCPf - (+/- GCpi) ) , only max value shown .•••�� �••••• •� 2) For Torsional Load Cases, the zones are designated with a "T�����• •••••• The pressures (Min P & Max P) are 25% of the full design wind • • • pressures(Ld Case 1T=25%*l (ld case 1) ,2T=25�,*2,3T=25%*3,4T=24�4l•4S. �•� •• :*see: Exceptions to Torsional Load Cases: One story buildings with 'Ne'ah • •. .•••• roof height<=30 ft(9.1m) , buildings with two stories or less"f:'aidd • .. ••e••• with light frame construction, and buildings two stories or •• •• 'so** less designed with flexible diaphragms need not be designed:*%% • . for the Torsional Load Cases. (Note 5 of Figure 6-10) : ; • '• •••••• •••••• see •• • ••• •••••• • • • • Y • MECAWind Version 2 . 1 . 1 . 4 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2016 www.mecaenterprises.com Date 11/22/2016 Project No. 27-2016 Company Name EAV ARCHITECT Designed By ENRIQUE TERAN Address 8425 BISCAYNE BLVD. UNIT 103 Description NEW DOOR City MIAMI Customer Name TERESA OLIVIA TR State FLORIDA, 33138 Proj Location 301 GRAND CONCOURSE, MIAMI SHO File Location: C:\AWork\2016-W\27-2028 Alahambra Circles\716 House.wnd a 3L 3 3,_2_x_3 Roof not ' shown ' ' 2' 1 ' 2212 ' 4 4 , } i i i , i • 0000% I ► _i i �_. i. • 0000.. 3 x 2 1 3 31 2..r •. 0000.. , 0000.. alts Gable Roof 7<9.v0 0000 �y • •• 0000. Q 000000 . .. • 60:0*00000. 0000.. Wind Pressure on Components and Cladding (Ch 30;Pa%t 1) 0 00 All pressures shown are based upon ASD Design, with a Load Jacti)r of:..6:. 000000 .. . 0.... ...... Width of Pressure Coefficient Zone "a" . • . Description Width Span Area Zone Max Min Max P Min P •• • ft ft ft^2 GCp GCp psf psf -------------------------------------------------------------------------- NEW DOOR 5.33 7.25 38.6 4 0.90 -1.00 44.34 -48.46 Khcc:Comp. & Clad. Table 6-3 Case 1 = 1.03 Qhcc: .00256*V^2*Khcc*Kht*Kd = 41.19 psf , 'B, 'U N DARY SURVEY N SCALE: 1" = 20' ` P, \i 5'W.P. 112 l/2•l.P. OF 5'W.F \0 3'C.13.5. . CEIVD 5'WF. 5PP 1,6 0o NOV 15 2016 3'C.8.5. wall*WF. 9-70 »x BY: D C O A �'��- l Pool Z ter Z L� L�LV k•65� EIS �1 Pool fgUIPments n O m m 3p o g. G1 ��L Lam\- eok o GOz � C z t/) • q U)) m O r Y� (s� 6 © II CD p =Ln N -- `,-�; TWO STORY 6 5'W.F �� -�—�_ oRes.# 30/ 0 29� Qo .�? ° 5 r5 O -+ mai m e O D (z11 r 16 X51 a �, 21 k5 a Q\ v✓� 5 W ° Q / ae /Q o Paver Q o 11.25' Onveway 1,20' w 3 Oa �aik r e ,,� u� 1 `�. G0 ^ a PDx\0 . =: �1 I/2'I.P. X32°21 IZ• 8/.89'(R1 (M) FD. ° oo FK Nall a e • n • • • 4 • • • • e. O 060 0 • r I . _• ._ 52'AsPIIalt PIIvemenl• ••• • • • 'b 7 u �' . .•. • • ...•.. •••••• •i•••• 51 MIAMI-DADS MIAMI—DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy F.P.G.Wholesale,Inc. 7190 Coral Way Miami,FL 33155 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade Comity)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"CondoorImpact"81-0"Outswing Glazed Wood FrenchDoorw/wo Sidelites-L.M.I. APPROVAL DOCUMENT: Drawing No. W09-29,titled "Out-Swing Wood Patio Door(L.M.I.)", sheets 1 through 8 of 8, dated 05/11/09, with revision D dated 09/16/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in it%entirety.: : .•. : : ... INSPECTION: A copy of this enure 404 shall;be• rovided to the user by the manufacturer or its distributors and shall be available fd1"inspeetiomat the jeb%ittoat the request of the Building Official. This NOA revises and renews NOA No. 12-0514.21 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval docivmpnt ptentimgd sbpve. ••• ••• The submitted documentation wa'tAvidwed WMalluelPetez,p.E. . .. fee 000 .. :0 NO No.15-0615.03, MIAMI DARE COUNTYW/O . . . . ... . . Expiration Date: August 25,2020 22 : Approval Date: October 08,2015 ba go : : Pagc1 0 0 0 ... . . F.P.G.Wholesale, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0503.02) 2. Drawing No.W09-29, titled"Out--Swing Wood Patio Door(L.M.I.)", sheets 1 through 8 of 8, dated 05/11/09, with revision D dated 09/16/15, prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an OS French door, prepared by Hurricane Engineering and Testing, Inc.,Test Reports No. HETI.09.2501, HETI-08-2119A, HETI-08-2119B and HETI-08-2172, dated 11/23/09 and revised on 07/15/10, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 10.0503.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014), dated 06/03/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0909.10 issued to Polymer Extrusion Technology, Inc. dba Glasslam for their "Glasslam Safety-Plus II Glass Interlayer" dated 09/27/13, expiring on 08/07/18. 2. National Casing data-/specification sheet of National Casing WUP 4379 Adhesive. 3. National Casein data-/specification sheet of National Casein 5881 Adhesive. .. ... . . . . . .. . .. . . . . %: . .. ... .. . . . .. . ... ... ... ... ... •• Manue er z,P.E. . .. . . . . .. .. •• Product Cont 1 awiner NOA No.15-0615.03 ... ... Expiration Date: August 25,2020 • Approval Date: October 08,2015 .. .. • *E01 •• •• :.. . . . ... . . F.P.G.Wholesale,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5" Edition (2014), and of no financial interest, dated 05/26/15, issued by AI-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Reports No. HETI-09-2501,HETI.08.2119A, HETI-08-2119B and HETI.08.2172, issued by Hurricane Engineering and Testing, Inc., dated 11/23/09 and revised on 07/15/10,all signed and sealed by Candido F. Font,P.E. (Submitted tinder NOA No. 10-0503.02) G. OTHERS 1. Notice of Acceptance No. 12-0514.21, issued to F.P.G. Wholesale, Inc. for their Series "Condoor Impact" 8'0" Outswing Glazed Wood French Door w/wo Sidelites - L.M.I.", approved on 07/05/12 and expiring on 08/25/15. .. ... . . . . . .. . .. . . . . ... . . . . . .. . . . . . ... ... ... ... ... . . .. . Manuel Pere ,P 000 :0 .. . . . .Y. 00* 0 :0 :0 Product Control Exp er NOA No.15-0615.03 ... . . . . 0,0 : Expiration Date: August 25,2020 " ' . . . . .. . Approval Date: October OS,2015 ... . . ..E.. . . ... . . .2 ... . .. . BOLT LENGTHS - cv 96'LEAF HT. =42"LONG a � ry 84'LEAF HT. 30"LONG 6" 80'LEAF HT. =26'LONG HFJtDISILL 6' MAX 5"MAX. I • CONCEALED HEAD/SILL 5'MAX. Z n 3 FALSE MUNTINS A FLUSH BOLTS HEAD/SILL 2q'MAX. 22 1/8" HEAD/SILL C 11.. MAY BE USED 4 CORNERS D.L.C. 4 O.L.OPG. D CORNERS �,W Q n N f•L7 Q g� O 11 I\ 0 O 0 v / \ r C a 8 I n -1r--- - - r--- 12Fi ci = p / D u \ D i O ii // \\ O // D • ••• ..y ••• \ / • • Z •;• 0000 a \ / o • Poo ACTIVE I INACTIVE ACTIVE I/ INACTIVE •• • • • I J 3 0 •• 3 O _ 1 • F ••• 3jzko ••• C CONCEALED m w E •• •• xg m • ••• 4 FLUSH BOLTS no 4 f•••• `�� • d36"MAX. 37 J 4" MAX. • 10 li •/ 36"MAX. 37 3/4"MAX. 37 3/4'�AAX. • ••• LEAF WIDTH LEAF WIDTH LEAF WIDTH LFAf WIDTHSIDELITE WIDTH • • •74 1 2' MAIC150 1/2'MAX. •••••• • FRAME WIDTH FRAME WIDTH • • TYPICAL ELEVATION§ OUT—SWING WOOD PATIO DOOR g Q W APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS ; WITH OR WITHOUT SIDEUTES. H �` u SIDE LITES CAN BE ON ONE SIDE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACITY. PRODUCT REVISED us cmnplying wltll the Florida THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE Dui"In&Cod0 r 2 c v^=== REOUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY AccclrtancaNS'v3 LAM. INSUL. GLASS g HURRICANE ZONE (HVHZ). Ea i ton,e 2 SOLID 1900D INSERTS 5 WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER Uy LARGE MISSILE IMPACT LOADS TO THE STRUCTURE. , ldiMnlade PrOdua ont ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS THESE DOORS Engr.JAVAD AHMAD EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. /SIDELITES ARE RATED FOR LARGE dC SMALL MISSILE IMPACT. cMl 4 3 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE SHUTTERS ARE NOT REQUIRED. Fu PE/70592 3 NOT PART OF THIS APPROVAL. CAN. 538 J, A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. v 5 232 15 ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. THE APPROVED PRODUCE NOTED HEREIN ARE EX13APT FROM PRESERVATIVE TREATMENT PER drawing n0. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT FLORIDA BU0.01NG CODE WHICH IXEMPE W00,0 SPECIES USTEO AS'DURABtie. • COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE THE SPECIFIC PRODUCE HEREIN ARE EXEMPTED WDOD SPECIES BASED ON USDA LISTING AND MUST �yQg-29 REQUIREMENTS OF THE FLORIDA BUILDING CODE. HAVE A SPECIFIC GRAVITY EQUAL TO OR HIGHER THAN THE REFERENCED SPECIES. sheet 1 oT 8 SINGLE LEAF (X) OR DOUBLE LEAF()X) DOORS LEAF LEAF LEAF STATIONARY PANEL"(0)OR DOORS WITH SIDELITES WIDTH Wt W2 W1 W2 W1 co WIDTH WIDTH WIDTH �� m DESIGN LOAD CAPACITY — PSF �� DRSIGN LOAD CAPACITY — PSF � r—� �� M N GLAZING TYPES GLAZING TYPES / \ ca LEAF WIDTH LEAF HEIGHT 'A, / ca , C DR D 'B' ' \ WIDTH(W) LEAF HEIGHT W.V.'C'OR'D' ZB Fr./IN. FL/IN. EXT.(+) IM.(-) F / / \ FT./IN. FT./IN. EXT.(+) INT.(-) _ 0 k 2/0 60.0 60.0 0 \ 2/0 60.0 60.0 2/6 6/0 60.0 60.0 f 2/6 8/0 60.0 60.0 o 3/0 60.0 60.0 3/0 60.0 60.0 U 0G W1 W2 W1 W1 W2 V p X XX � 0,14 4 S On<o / / \ °4f.r NOTE: / / \ Q�3 . GLASS CAPACITIES ON THIS SHEET ARE 0_1 BASED ON ASTM E1300-09 (3 SEC. GUSTS) g �/ B AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 0 — 3 WIDTH (W) W: W2 •:000 A. •► ••• (FOR DOORS WITH SIDELIOES) • • Of v • •• • •0000 p • ••*••• • Z •i ••• • o - SILICONE BEAD SILICONE BEAD SILICONE BEAD •••••• • Q W 'o • DOW CORNING 995 DOW CORNING 995 DOW CORNING 995 O_ J r�• ••• OPTION THE MOLDING •••• •t }i m • 3/16"TEMP.GLASS 1/8"TEMP. GLASS 1/8"TEMP.GLASS OPTIONAL •••••• • •• 8 J y+ 1-11/16'THK. INSERT 3 O $lM •• 0.10"Interlayer 0.10"Interloyer 0.10"Interloyer SOLID WOOD OR 000000 •• M J • Gloselam Safety—Plus II Glosslom Safely—Plus II Glosslom Safely—Plus It LAMINATED WOOD G & • • W 3 J •• By 'Polymer Exlruslon Technology, Inc.' By 'Polymer Extrusion Technology, Inc.' By'Polymer Extrusion Technology, Inc.' • • �. U y>a ••• 6D X 1-3/4" LONG A, 13 C' N • TEMP. GLASS 3/16'TEMP.GLASS 1/8"TEMP.GLASS BRAD NAILS •••••• • 1 O f" • 3/8"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 1" FROM ENDS • • 6S X 1-3/4"LONG O ^g • & 3"O.C. MAX. • g*qp NAILS 0 O ✓� ••• 1/8"TEMP:GLASS 1/8"TEMP. GLASS 1/8"TEMP.GLASS "FROM EN"•• • di 3"O.C. IAL. • so ••• m 60% 1-3/4"LONG 6D% 1-3/4"LONG fiD X 1-3/4"LONG m F • ••• • BRAD NAILS BRAD NAILS i BRAD NA1 i i n • • �+ 7 1'FROM ENDS 1" FROM ENDS rqq^ 1"FROM ENOS •• u it h 3"O.C. MAX. \ I k 3"O.C. MAX. \U &3"O.C. MAX. SUPER SPACER of SUPER SPACER rY / SUPER SPACER O / PREMIUM O_ PREMIUM O PREMIUM Uj (FLEXIBLE SILICONE) µK (FLEXIBLE SILICONE) W (FLEXIBLE SILICONE) i C n BY'OUANEX' C 81''pUANE%' t / BY 'OUANEX' / SILK WE W O L7. D CORNING 995 / PLOYSEAM ACRYLIC PLOYSEAM ACRYLIC PLOYSEAM ACRYLIC / W yoidud�8 GLAZING TYPE 'A' GLAZING TYPE 'B' GLAZING TYPE 'C' GLAZING TYPE 'D' GLASS WITHIN WOOD INSET OPTION 1"OVERALL THICKNESS 1"OVERALL THICKNESS 1"OVERALL THICKNESS PRODUCT REVISED WOOD INSET OPTION m oamplyine ellh We rlotids O1 Building Code Eng,:JAVAD AHMAD r Acceptance_ cceptance No BRAD NAILS TO COMPLY WITH ASTM F 1667-13 INP, 'on etc Q RA.PE A 70592 h CAN.3538 b. GLAZING OPTIONS DY SEP 3 N5 B Mined ade Product 0011hMAX. AREA OF GLASS TYPES 'A' OR 'B.......13.0 S . FT. drawing no. MAX. AREA OF GLASS TYPE 'C.....................10.4 SQ. FT. X109-29 MAX. AREA OF WOOD INSET..........................13.0 SQ. FT, sheet 2 of 8 LFAF WIDTH LEAF WIDTH LEAF WIDTH pEAAFWITH LEAF WIDTH LEAF WIDTH LEAF WIDTH LEAF WIDTH LEAF WIDTH LEAF WIDTH y�U O Z F � C to w 0011 V 0 IM IL oR °1¢° .J S / / / •% •% ,/ •, / ••• ce IN / • ••• O () 61190:9•0:• •• • • • Z • •� 000:0• • d WQ N •••• 000.0• p —(�Irn� • 0000 00 i J3¢it ••0• 0 to0000 • � =�p� ••• 0000•• •• ; 3O •••0 • • • • V) Up x .� ,� •• •• • OL fl i ••• i • ,, i / , � 0000•• p lig� • / .� • • • rto• 0••• • LEAF PATTERNS AS SHOWN ABOVE OR SIMILAR WITH VARIOUS FINISHES AND DECORATIVE MOULDINGS GLAZED WITH GLASS OR SOLID WOOD INSERTS o N ARE ALSO ALLOWED. g g 2 g MINIMUM DIMENSIONS: TOP AND BOTTOM RAILS.........................5-1/2" LOCK AND HINGE STILES........................5-1/2' Ee9r:JAVAD AHMAD INTERMEDIATE STILES...............................5-1/2" Cla FLA.PE t 70592 SEE SHEET 2 FOR MAX. AREA OF GLASS, WOOD INSERTS AND DESIGN LOAD CAPACITY. CAN. 5aa Plcouucr ILsvlshn - ox mnplylea wah the Florida o° Dtuld6rg Cods �D6 CD3 S ���� drawingo no. Accepnulw No 'veno IMto O W09-29 Ry e �� � L sheet 3 of g TYP CAL ORS BOLT SUPPORT AT HIEAO/SILL ALUM STRIKE PLATE POLYURETHANESEE EUV. TYPICAL ANCHOR �U ALUM STRAP BRACKET EMBEOED IN W000 OLU FOR SPACING WO SEE ELEV. FASTENED WITH WOOD BUCK FOR SPACING METAL TYPICAL ANCHORS (2) P X 1-1/4'SMS STRUCTURE � SEE ELEV. I 3 a .a _ �! ' EDGE DISI'. fOR SPACING p o 20Y WOOD BUCK Z 3 \ •a. EDGE DIST. \ OR E DIST. 0 WOODROCTURE EOCE DIST. H a 0J U I I O --m 3 IL 1 1 ]!-* N .13MIAMI-DADE COUNTY APPROVED a g cs MULUON h MULUON ANCHORS \ SEE SEPARATE NOA ap i 7 o TPI ANCHORS 7 EDGE DIST. 7 SEE IL FOR PACING /8 X 2"FH SMS {L Wei \ AT 3-1/2'FROM ENDS Z�q7 II AND 15'O.C. MAX. Q W H f II I TYPICAL ANCHORS II I SEE ELEV. FOR SPACING _ g WOODBUCKS AND METAL STRUCTURE NOT BY F.P.G. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM • Id 0 o AND TRANSFER THEM TO THE BUILDING STRUCTURE. • • 000 0 0000 6 TYPICAL ANCHORS: SEE ELEV. FOR SPACING •• • •• 0 Z V O �S • 'I 1/4" DIA. ULTRACON BY 'FL CO' (F-1177 KSI,Fy=154 t9):•• • ¢ L i •••• O B i © INTO 2BY WOOD BUCKS OR WOOD STRUCTURES •••••• o y • ktE i 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMJV•• • 00 3 Q 000 • : a " o THRU 1B BUCKS INTO CONC. OR MASONRY * • • • 3 0 SURFACE 1-1/4 LTS = _ / 9 0 0 0 • 0 _ lG / SEE SHEET 1 0 1 / " MIN. EMBED INTO CONCRETE (HEAD) Z O ••• 3 0 0 • o a0 8 0 �\ 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (Ong)*� �•� N �(on � ••• " DIRECTLY INTO CONC. OR MASONRY •• •• • fl D_ ¢• •••• 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILT)•9••• 0 • 1-1/4" MIN. EMBED INTO CONC. OR MASONRY VAMBS) •• • 9999 W ••• •• z W N I14 SM OR F DRI LIN. S REWS (GRADE 2 CjFS) 0 0 z INTO MIAMI-DADE COUNTY APPROVED MULLIONS tl�lt�.•THIS, = 1/8") 0••: INTO METAL STRUCTURES • 0 E m< \� STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) •O Q R m \\\ ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) g y8 X 2'FH SMS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) u / / 1 AT 3-1/2"FROM ENDS AND 15'o.c MAX. TYPICAL EDGE DISTANCE m= INTO CONCRETE AND MASONRY = 1" MIN. 3 m 3 INTO WOOD STRUCTURE = 3/4" MIN. -9 a ©\ / INTO METAL STRUCTURE = 1/2" MIN. o o a m8 $ O\ mss WOOD AT HEAD OR JAMBS SG 0.55 MIN. <m 13 CONCRETE AT HEAD, SILL OR JM/BS Vc - 3000 PSI MIN. o i S 1 RODUCf RBVISSD C-90 NORMAL WEIGHT HOLLOW/FILLED BLOCK AT JAMBS f'm 2000 PSI MIN. _ as complying wlih the Irloride En4r.JAVAD AHMAD 4 1 B 17 I Daildi' Code G/)c•0 CML 3 Acceptance No zVC��.J V FIA PE 70592 '� 3 r Dara f G CA.N. 538 , k a , •7i'PICA4"ANOHORS a I.• e ' I D�4Y a o ro um C trot $ .a' 3EE ELEV. POLYURETHANE ,v TYPICALELEV.t3C drawing)no. FOR SPACING GLUE SEE EDGE 01ST. I EDGE DIST. I FOR SPACING W09_29 DOOR UNITS SD MITE UNI sheet 4 of 8 1 FH X 2- U G 6D X 1-3/4 LONC H FH WOOD SCREWS IN PNRS BFUD NAILS O (10)AT EACH END m RW ACTIVE LE F AT 12'O.C. MAX. AT 3/8'FROM ENDS 0 AND 2"O.C. MAX. INACTIVE LEAF o B - _ 7 e as o a y U TYPICAL ANCHORS•f, SEE LLV. FOR SPACING pv1W 3 a 0 2 8 4 z� 5m 13 70 /8 X 2" J tl 5 1/2'MIN. D.L OPG. FH WOOD SCREWS INSET WIDTH AT 15-3/4'FROM ENDS Q u71 ei F AND 8"O.C. MAX. LFAs WIDTH EXTERIOR $ LEAF WIDTH J 1/4"MAX. • N SHIM FRAME WIDTH , • • • p • 1BY •• • • N • WOOD BUCK 1 O O 0.000• :00 ••• ACTIVE LEAF 0 O Qa 3 INACTIVE LEAF 9.0 09• 9 aO 3 • 0000 ' ,Q,f ••• u 9 • • •• 3[L N • 0*00 60.09• :•• ' 'T a •9• �; •• 99 • • o �rsj •9• TYPICAL ANCHORS: :00:0: O • SEE ELEV. • • FOR SPACING;.';. - - - r-�-�-� - _ - - - - • • • 9 i •1. . 3 3 8 3 0••6 0� � 52 °. 13 10 `u tl 5 1/2-MIN. INSET WIDTH 5. SHEET 8 WOOD DOWELS 5 1/2"MIN. INSET WIDTH • $ A� •° FOR LOCATION LEAF WIDTH EXTERIOR o n., c 0 yj m LEAF WIDTH o R O n gg #g FRAME WIDTH o 1/4" SHIM Eng JA AD A14MT •e o ML PRODUCTRRVIS613 M'PE70592 2S As canplying whh the Plodde N. 78 9oDd6sg coae 03 � � b � Aaeplmco No Iio Deo drawin 23 201 e no. w edelhoduaLbnoul W09-29 sheet 5 of g [%!�Ju � N I 0 Cha Qid a w 0 a0 TYPICAL ANCHORS a 0 SEE ELEV. 0 b p FOR SPACING 0 G �j1 O ® ALUM PLATE(608J-752) C¢ M 1/4'X 2-1/4"RW TAPCONS FULL LENGTH 0 a Q /8 X 2"FH SMS AT 3"FROM ENDS 1 AT 5-3/4"FROM ENDS 1 1 0'3 C~0 R AND 12" O.C.MAX. X 3/4"FH SMS IN PAIRS �A AND 14-1/4"O.C. MAX. AT 1"FROM ENDS h. 10-1/2'•0.0. i AT K In -71 / _ o 15 � • � H O • .•• =•• Q U S •.•• y Z n • 0 W *09 2 ••.f.• O (11M�o • 2 z EXTERIOR o WQ POLYURETHANE •••f •• Q JO 3 0.1 •• GLUE • • • i �' 3cr 5 1/2"MIN. D.L.OPG. 5 1/2"MIN. 5 1/2"MIN. D.L.OPG. •.•• • •f •• • LEAF WIDTH LEAF WIDTH •...•• gg L) •• •. .• • ,r lirn v ••• 1/4"MAX, FRAME WIDTH ^ f SHIM •.•.•• • i • • O TYPICAL ANCHORS SILICONE • • f 9010% SEE EItV. DOW CORNING 795 •.• FOR SPACING • • • • • Y • • $m a� • •• $�r ISa i U S Lj m a i z o fO n ri d d METAL STRUCTURE / v i m / O Engr.JAVAD AHMAD 1/4"MAX. CML 1 SHIM FLA.PE 1 70592 2S n PRODUCT REVISED. CAN 3538 es complyhig,vflh We l•Tmide Acmptg Curio �./A C"O� Acceptenw No CJ�OJ 7 $CN / 3 2015 Expmon Dole 202p drawing n0. Mil W09-29 9Produd Control -6-0 sheet 6 0f 8 �[-3.925-------°'I ITEM PART I RSQD. DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS �V 1 3/DOOR FRAME HEAD/JAMB WOOD N .650 1.250 1 750 2 - AS READ. TOP&BOTTOM RAIL/HINGE&LOCK SDLE/SIDEUTE STILE WOOD - 3 I� 492 3 - AS READ. ALTERNATE TOP&BOTTOM RAIL/HINGE&LOCK STILE/SIDEUTE STILE WOOD - Zs Q F bQi 4 - 1 SILL COVER ALUMINUM - 5.500 r 5 - 1 SILL nL ER WOOD - d gN C 6 - 1 FRAME SILL WOOD - O FRAME HEAD/JAMB 12 INTERMEDIATE STILE 7 - AS REDD. GLAZING BEAD WOOD - fC� 8 - 1 ASTRAGAL PLYWOOD AS MARINE GRADE 13 PLY ao �1.7501 -^j 1.161 9 - 1 ASTRAGAL INTERIOR COVER WOOD - v o (, 10 - - ASTRAGAL EXTERIOR COVER WOOD - Q�O.A yg 12 - AS REDD. INTERMEDIATE STILE WOOD - O / 13 S44 4/LEAF N HINGE STEEL OR ST/ST DELTANA a •C #10 X 3' 3/CORNER i FRAME ASSEMBLY SCREWS FLAT HEAD LL Zq c 15 OE13D65O AS REDD. FRAME WEATHERSTRIPPING O-LAN I PVC SCHLEGEL Q Z M 4.713 IY 2eSi rFi GLAZING BEAD WOOD OPTIONS 1- SOUTHERN CHERRY _ 2- ANDEAN WALNUT _ --I10oo1�- 3- TROPICAL WALNUT 4- WHITE OAK v i --F 5- YESQUERO • .- i SPECIFIC GRAVITY 10.50 hV.(E=1,4002db)6 `V GRADE= 2 MIN. • • O (.1 •a► ••• MOISTURE CONTENT i 421 MtX. z n • • .49 2.500 ••• �� • 06••60 • a ^1.y ••• O 6 a Q TOP & BOTTOM RAIL 00000* • o N<,Ms m • HINGE & LOCK STILE/SIDEUTE STILE SEALANT: 0000 6• p 0 3 a•$ ••• O 4,000 FRAME & PANEL CORNERS SEALED WITH NATIONAL CASEIN 41VU P 437'! ADHES.E.•6 �• _ e 0 I�1.rso-moi ASTRAGAL Z 3 V�i ••6 I I 6•••0• •• 6 •• .750 I I HINGES: 4" X 4" X .130" THA. HINGE •••••• • •• -°�'m L •• • / II 4 PER LEAF AT 9-3/4" FROM EACH END 0 i 0 / AND 25-1/2" O.C. MAX. •••••• • 0 1209 1.509 4.000LOC • • • •6• 0000 5-500I I '9 ®* I I +® � ' • • • .375—I j i CONVENTIONAL LOCKSET WITH DEAD BOLT AT ACTIVE LEAF Z V*STCE ••• KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR 0 6• • —.250 PASSAGE LOCK AT 36" FROM BOTTOM, 0• `0 0 DEAD BOLT AT 42" FROM BOTTOM W w O9 ASTRAGAL INT. COVER c 5 6 HINGE OPTION 1 = EMTEK CORTINA KEYED ENTRY DOOR LEVERSET e 13 .13'THK.STEEL OPTION 2 = KWIKSET POLO KEYED ENTRY DOOR KNOBSET v o o I 276 OPTION 3 = BALDWIN KEYED ENTRY DOOR LEVERSET -M I--.492 �� HINGE INSTALLATION SCREWS TO PANEL:(4)/12 X 1-1/4'FH SMS MANUALLY OPERATED SURFACE BOLTS BY 'DELTANA' AT TOP AND TO FRAME:(2)/12 X 3/4"FH SMS BOTTOM OF ACTIVE LEAF. a m o ALTERNATE IN INNER HOLES MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING O 1.000 ( ) otos TOP & BOTTOM RAIL 10 (2) 1/4'X 2-1/4' FH TAPCON < m v 0 HINGE & LOCK STILE/SIDELITE STILE OASTRAGAL EXT. COVER IN OUTER HOLES MANUALLY OPERATED CONCEALED FLUSH BOLTS 283D BY HAGER OR FPG o WITH 5/8' THROW AT TOP & BOTTOM OF INACTIVE LEAF. 4s2s Fngr.JAVAO{AHMAO Q 0 1.600�{� PRODUCT R11VISL•D CIVIL 7 DCA '353892 B PE __T 1.820 �_9� 605 os complying aiN lLC Florida .062 L-� I illinDCod' Acapt_r*No .2001 .2951 9— 2.400 { roOonD'u 1.015y drawin no. Q SILL COVERO SILL FILLER O FRAME SILL Dy 'd' Coo W09-29 6063-TS WOOD WOOD sheet 7 of 8 my,t,V s•x s/a"wood Dowel � 14 4 N f 5"X 5/8'WOOD DOWEL �\t g. a WO LL 0 �\1 / C >a Q�jg N �z g J • Y • • •••4 O N !• • • Z " • FRAME TOP CORNEPANEL TOP CORNER •••• • • • R a � �� •i• INTERMEDIATE CORNER • • LL ,14 4111"' 5'X 5/8"WOOD DOWEL • ... co o ti n h oo�a��{ m N o 6 9 S O O m C PROD RBVISM Eng..�AVAD AHMW Y ", jll.ulld inp with the Fe 3 CIVIL Code FTA PE/70.592 I 3 Din No R 38*Product u S drawing no. FRAME BOTTOM CORNER (7) 1/2'x 4-1/2'WOOD DOWELS AT SOUO/LAMINATED WOOD INSERT W09-29 ON EACH SIDE AT 9'FROM BOTTOM AND 2"D.C. PANEL BOTTOM CORNER sheet 8 of—8—) EXISTING EXISTING EXISTING EXISTING EXISTING 51-411 NEW DOOR SHOPDRAWING SUBMITTAL REMOVE & REPLACE FRONT DOOR WITH NEW WOOD DOOR IN ZONE 4(2) 2'-8"x7'-3"+63.5 PS -69.2 PSF EXISTING OPENING AREA 38 SQF NOA. 12-1205.06 301 GRAND CONCOURSE FRONT ELEVATION EDUARDO VAZQUEZ RA MIAMI SHORES VILLAGE, FL33138 ARCHITECT AR 0014369 SCALE: I/4"= I -o" 8425 Biscayne Blvd. Unit 103 Miami, Florida FLORIDA BUILDING. QQDJE 2014 •,• , . • • • • • • . CORAL GABLES, FL I