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EL-15-1325 Miami Shores Village Building Department JAN 4 016 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2016 BUILDING Master Permit No. V, 15— 4qd? PERMIT APPLICATION Sub Permit No. U 15- 13._5 ❑BUILDING EJELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS /CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS �,aA JOB ADDRESS: q2_20 R E 2 a� A-" City: Miami Shores County: Miami Dade Zip: ?� Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): /��lclv �h �� 5 Phone#: 305 -1(0 1 S 2� Address: t--"O City: (^�^"^ 4-e,� S State: Zip: 33 ) 3 g Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: �" `�L CG`I �-C Phone#: 305' -3)0 -700 3 Address: ( -C'2- S IA,,) City: State: `r1--- Zip: 3-3147). Qualifier Name: T��O ZI V A �'l O V`A 1e-e--^ Phone#: State Certification or Registration#: r,13 Ott 1-4 Certificate of Competency#: 40 DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 3S b 0 00 Square/Linear Foo ge of Work: Type of Work: ❑ Addition [:1 Alteration ❑ New [7R pair/Rep ce Demolition Description of Work: eK) Ybo M 77 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 Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature XA) OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instru ent was acknowledged before me this day of 20 by day of 20 by rsonally known to h personally known to me or who has producedas me or who is produced identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: J 1-nb D Print: A °o= N Public-S e Florida p� •;•; ENI' ES Seal: • •?My C m.Expires 11,2015 Seal: :• °- NotBr""C;'Stelb of Florida �i •'=NY ., �• Commission 4F EE 108714 � 0.; Com •Expires Oct 11,2015 ,,, ��• . BoaWThiough Wiese!Nobly Assn. •••. Commission#EE 106714 "st���% , Bonded Through National Notary Assn. APPROVED BY r Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miamishores Village .... RUN" Building Department �R 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHANGE OF CONTRACTOR / ARCHITECT Permit N. Owner's Name(Fee Simple Title Holder):_ yt-46 S G( Phone#: �✓�, (9 1 S 2-4 Z Owner s Address. ?—ZD City: State: L Zip Code:IS 1V38 Z� � Job Address (Of where work is being done): !V�) Z Z nd XW City: Miami Shores State:—Florida Zip Code: 'z✓3 13 Contractor's Company Name: ` C�U� 4/Yv,,(.P Phone#- :�0b Address: 2Z1 1 SZ Svv 12 g?,e City.' \e,, State: Zip Code: 4-4 Qualifier's Name Lic. NumberL 3 Architect/Engineer of Record Name: Phone#: Address: Ci State: Zip Code: P Describe Worlo 4,Q SN) b() 1 l.. 1 hereby certify that the work has been abandoned and/or the contractor/architect is unable or unwillingto complete the contract. I hold the Building Official and the P g 'L Miami Shores harmless of all legal involvement. Signature Signature g gn Ov r or Agem Comractor or Architect The for oing i ument was aknowledged before me The foregoing instrument was aknowledged before me this 1 ay o 0Ilc,by this�day o ,20 b f o is ersonall kno a or who has produced who is ally kn wn to a or who as produced as indentification. as indentification. Notary Publi Notary Publi i S Si „���„ Sign: Sign- � , ES Seal: k-State of Florida 3r° tate of Florida �` Comm. Sal. •s My Comm.Expires Oct 11,2015 *f My Expires Oct 11,2015 Commission 714 Commissbn 8 EE 108714 .;+ � �,' #EE 106 •• • Bonded Through Diary Assn. •,���� • Boomed Through Ntiai ►Assn. ,Marty $ and range STAT FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION erEC13007057 ISSU10/07/2015 CERTIFIED ELECTRICAL CONTRACTOR tt ORALES, JHOSVANY ELECTRICAL I .F.,,, INC IS E "I � D undo therov; ,si ns of Ch 4U FS Exp„ i,or C4Z:_ _ Y �� 3 A� •3 � �3 tl... 04 x.Ae?AA t Local Business 'T c{eip Miami-Dade COUr-Ity, (")f Florida E3fi i EA 6202,918 f.3i7S#NC SS P4 AA4AZL4=A'13�.Ai EXPIRES L= cr s Eu 'RENEWAL SEPTEMBER 300 20 —It`�2SWT28 ro .,f {"�13 143 a.�;a far.•�, _�z a E MIAMI UL 3317, � �3� � aha F l 1:OF 8USIfts TRACTOR 00 Op 1,17 EDITCM —15-0194' pet#r#€t r cmr[#F#c9 tt#v##s any ntal The RECEIPT R tT bae ara�t b frit alE >aa2##€nen;e l vc =�• 4 f �' tat mtia�}�If�Utfiaagtaata ur�tt���ar,a,ma�rr#a}i�t#e_" �x t� *. „� ' 3�E � WWI _ -- ---------------------------- JEFF AINATER CHIEF FINMCIp 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 indiddual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 11/18/2015 EXPIRATION DATE 11117/2017 PERSON: MORALES IHOSVANY FEIN: 204163102 BUSINESS NAME AND ADDRESS: M&D ELECTRICAL SERVICE INC 21152 SW 128TH CT MIAIA FL 33177 SCOPES OF BUSINESS OR TRADE LICENSED ELECTRICAL CONTRACTOR Pvswq roChpw la0.p5(fa),FS,ndfmrde mPorlmnMabdf q�ikonhmtlY>Gvger Acres aceYfcsede.nW.wr Ha eacfan rtYryMraLuaT Oarl/ib ar cdnAaWan wafer tlu tivpW PVatM bCNyb MQUSItt),F.S,Cerf NdeUanb MeanN.aOdYarYY wNn tl¢saga dOe pMrMesatW McMmfs Mceaf alaralmbEemwraA Pw,,aI"hWWMO.OSit:fl,F.S.Nafca oleiacfmbW He roaarernriwreEm�tlraicecs�9a vtifca�Mm�ane�ebM II.N We aedMM1lmusre^B ddemYWeaefThs Yd�ad e DFS-F2-0WC-252 CERTIFICATE OF ELECTION TORE EXEMPT REVISED 0&19 QUESTIONS?(850)4111609 �.a \� A\7 \\\ ��� t\\\\ \ CERTIFICATE OF LIABILITY INSURANCE DATE(0/201YYY1) 12/10/2015 THIS CERTIFICATE IS ISSUED AS A 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 certificate holder in lieu of such endomement(s). PRODUCER CONTACT Mariete Ferrero E' Ferrero Insurance Agency PHONE (305)275-7572 No): (3Q5)275-7572 10637 SW 88th Street,Suite 71DDR Ferrerolnsurence@bellsouth.net Miami,FL 33176 INSURERS AFFORDING COVERAGE NAIC s Phone (305)275-7572 Fax (305)275-7572 INSURER A: SENECA SPECIALTY INSURANCE COMPANY. INSURED INSURER B: M&D Electrical Service Inc. INSURER C: 21152 SW 128 Ct INSURER D: Miami,FL 33177-7425 (305)318-7005 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: 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 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, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADD UBR POLICY EFF POLICY EXP LIMBS LTR POLICY NUMBER MMIDD MM/D GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000.00 A AGE To © COMMERCIAL GENERAL LIABILITY PREM SESR orN.curDrence $ 10(),0()0-0() ❑ ❑ CLAIMS-MADE ❑ OCCUR 740995-1 MED EXP(Any one person $ 5,000.00 A ❑ N N 10/03/2015 10/03/2016 PERSONAL&ADV INJURY $ 1,000,000.00 ❑ GENERAL AGGREGATE $ 2,000,000.00 GEML AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000.00 ❑ POLICY ❑ PRO- ❑ LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ❑ ANY ALTO BODILY INJURY(Per person) $ ❑ ALL AUTOS OWNED ❑ SCHEDULED BODILY INJURY(Per accideri) $ AUTOS HIRED ALTOS NON-OWNED PROPER AMAGE $ ❑ ❑ AUTOS er cIdenJ ❑ $ ❑ UMBRELLA LIAR ❑OCCUR EACH OCCURRENCE $ ❑ EXCESS LIAR ❑CLAIMS-MADE AGGREGATE $ ❑ DED ❑ RETENTION$ $ WORKERS COMPENSATIONElWC STATU- ElOS EMPLOYERS'LIABILITY Y I N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT S OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) ElE.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space is required) ELECTRICAL WORK CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Building Department AUTHORIZED REPRESENTATIVE 10050 NE 2 Ave ph# 305-795-2204 4?4� Miami Soores Village FL 33138 Fax 305-756-8972 ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/08)QF The ACORD name and logo are registered marks of ACORD BUILDING&ZONING DEPARTMENT + I I I N.W.FIRST STREET SUITE 1010 MIAMI,FLORIDA 331284974 (305)375-2500 J INSULATION CERTIFICATE BUILDING PERMIT NO.: PROJECT NAME: JOB ADDRESS: UAIT09M OF COM LARWE• We,the under-wd,hereby cW*that the THERMAL INSULATION has been inst9W in the above referenced project,in compliance with the bbst edition offt STATEOF FLORIDA ENERGY CODE, the APPROW ENERGY CALCULATIONS and PUM,and in accordance with good common practice. The insulation furnished and 1W has the characteristics shown below. 1).Exterior CBS.Walls Insuknaoa: R N' Min.}Mal:. O, Thickness:-'310k inch(es);Density: _lb/ft Mfgr: 2).Exterior Fra*'Mdd Stud Walls:R (hCmr Material: This, inch(es);;Doty: lWTC Mfg,- 3).Exir"lid concrete walls:R __(Mim.):Material: 1 Thickness• 3 14 inch(es);Density: XX _lb/ft: 4).Immpr walls separating A/C from non-AX spaces insulation:R Material• Ib/ft S). A i3 ]RESIDE NTM Q NMZV rf�`TION f3NI,Y:The C�)I�A,+,QN, " tanar►ts shall be insuleted as follows:FRAMIJl1IETAL ST Zi ENI=GY CwE Rev. 1/871 4032(b), on page 9-17,l .T1�` levels of ,are not Inc., Wde, Energy Calculations,but shall be iAstdW in the field. '6).Abovd` 'ype ROOF INSULATION:R (Min.)Material: Tudmew des),Denshr. ib& 7).Ceiling iris*d,om R 1�0 (Min.);Material:- bfr� X Thiess; 10inch(es);Dimity: '� lb/ft:Mfgr: �- � Ind C or C *. 16"3 Certified 001 Cly No= ' Builft Conuactor CC# Cerme&am - Edward A. LANDERS, P.E. CONSULTING ENGINEERS August 4, 2015 Village of Miami Shores Building and Zoning Department 10050 NE 2nd Avenue Miami Shores, Florida Attn: Building Oficial Re: Special inspection Project: Contessa Residence Permit# RC-4-15-799 9220 NE 2nd Avenue Miami Shores, Florida Dear Sir; This letter is to advise that the TC-1 column shown on the Approved Plan (next to Door#6) is an existing tie column and not new. All work conforms to the approved plans and specifications, the Village of Miami Shores and the 2010 Florida Building Code. Please call if we can provide any additional information. oo�aaosa® Very truly your , 5 m dward . La P President ® a �AB�® L 7850 NW 146TH STREET,SUITE 509 x MIAMI LAKES FL 33016 x PHN: (305)823-3938FAX:(305)823-9355 Miami Shores Village 10050 N.E.2nd Avenue NE � �r Miami Shores,FL 33138-0000 � Phone: (305)795-2204 riZe Ex iration: 1?102/ 015 P Project Address Parcel Number Applicant 9220 NE 2 Avenue 1132060133060 MICHELE CONTESSA Miami Shores, FL Block: Lot: Owner Information Address Phone Cell MICHELE CONTESSA 9220 NE 2 Avenue (305)761-5243 MIAMI SHORES FL 33138- 9220 NE 2 Avenue MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 84,000.00 TURA BUILDERS CORP _ (786)333-4264F rr T Total Sq Feet: 1700 ......... . Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Final PE Certification Date Denied: Window Door Attachment Type of Construction:INTERIOR REMODELING,NEW KIT Occupancy:Single Family Framing Stories: Exterior: Insulation Front Setback: Rear Setback: Drywall Screw Left Setback: Right Setback: Window and Door Buck Bedrooms: Bathrooms: Fill Cells Columns Plans Submitted:Yes Certificate Status: Review Electrical Certificate Date: Additional Info: Review Electrical Bond Retum: Classification:Residential Review Planning Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Review Building Bond Type-Owners Bond $500.00 Review Plumbing Invoice# RC-4-15-55114 Review Plumbing CCF $50.40 06/05/2015 Gredit Card $3,299.00 $150.00 Review Plumbing CO/CC Fee $50.00 DBPR Fee $37.80 04/08/2015 Credit Card $150.00 $0.00 Review Mechanical DCA Fee $37.80 Bond#:2740 Review Mechanical Education Surcharge $16.80 Review Mechanical Permit Fee $2,520.00 Review Structural Plan Review Fee(Engineer) $80.00 Review Structural Plan Review Fee(Engineer) $80.00 Scanning Fee $9.00 Technology Fee $67.20 Total: $3,449.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertainingth and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting is . I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required fo ELE I L,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS FFID I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructio and z n n . Futhwmore,I authorize the above-named contractor to do the work stated. June 05,2015 Auth i ture:Owner / Applicant / Contractor / Agent Date Building Department Copy June 05,2015 1 19ai �s Miami Shores Village Building Department APR ® 7 2015 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 1BY: Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 l� BUILDING Master Permit No. � PERMIT APPLICATION Sub Permit No. [,BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP II R DRAWINGS GS'`� JOB ADDRESS: �� 06 li' 0Q City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: �3 &0 13`3U6 o Is the Building Historically Designated:Yes NO Occupancy Type: Load: �(�Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Phone#: 0 5 Address: "I (_GP r-3 t7cG e Ci C 7 �1 JJ State: Y �.—. Zip: ty: A�tn Tenant/Lessee Name: Phone#: Email: n CONTRACTOR:Company Name: Phone#: a7/0 Address: -?;, IL City: a_-en f' State: J� Zip: 3?�{2 Qualifier Name: ',Ac�nv '& r Phone#: State Certification or Registration#: C( 1�� 4�JC'0 Certificate of Competency#: pDESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: 1-a � n Value of Work for are/Linear Footage> f t • 00 �( �. Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition �-e�t ( ' L � �a � e Specify color of color thru tile: (y� Submittal Fee$ i4SC).19-1 Permit Fee$oe-j ff) 2-0 , MCCF$ CO/CC$ r V Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ :JV TOTAL FEE NOW DUE$ 00 (Revised02/24/2014) �i�� 00 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 hich occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be pro ed a d a reinspection fee will be charged. Signature Signature OWNER or AGENT NTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this �3� day of ,20 l�j ,by ® day of ,20 Or ,by ('11C4-AaL-f- L 6—SA who is personally known to --rLX2-6. ,who is personally known to me or who has produced �"'�' iv� as me or who has produced as as identification and who did take an oath. identification and who did take an\Qil y� ..3f;'�'�s,��� NOTARY PUBLIC: NOTARY PUBLIC: O''��' �d01SSIS1 ', Sign: Sign: S Print: J0> Print: 5 Seal• .�/�o�ss000.`CD r_ Seal: t*m�w+�**t�+r****a�*a**e�*wws�s� **��j►�*��:BMs*+���sa�s���+x��w�x���ar*����a�w�x�a�a*a�a*[�wix**s�a�*���r�*�x�s**x� *��+r�m�x�x+x��+x�*� uaia APPROVED BY Plans Examiner � Zoning tb M Structural Review Clerk (Revised02/24/2014) y APR 072015 Tura Builders Corp. bt- 3322 SW 93 Ct Miami FL, 33165 PH: 786-3334864 Date: 04/08/2015 State of Florida County of: Miami Dade Before me this day personally appeared Addfan Arendbfa who,being duly sworn,deposes and says: I'm going to be the only person working under this permit. Sw n to( r affirmed)and subscribed before me this day of 20_!5by Personally Know Or Produced Identificatim--4; Type of Identification Produced —�y'r� •� o o' N :mom wF;7, ^_: -mss oma fu•to = Print,Type or Stamp name of Notary. q • Miami shores Village Building Department I��pR�► 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers'Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 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.. Therefore.You may be personally liable for the worker compensation iniuries of any person allowed to work under this ep rmit. Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BEL W YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS er Contractor Signature: Signature: State of Florida State of Florida County of Miami-Dade County of Miami-Dade The for omg was acknowledge before me this The foregoing was acknowledge before me this day of ,20J—f day of ,20 By # aylnke,6elopBY is personally known to me or has produced who is personally known to me or has produced y� as identification. as identification. Notary: a Notary: SE u o My Commission FF 0 753 SEAL: OFo� Expires 01/1212018 Miamishores Village r , Build!ng DepartmentAff 10050 N.E.2nd Avenue Miami Shores,Florida 33138 d Tel: (305)795.2204 got0� Fax: (305)756.8972 Permit No: Revs- ?17 Page 1 of 1 Structural Critique Sheet pan'tr, 'f�K�c-�-„" e i'rwj .{�r.•�.e. Pari rte.,..��.�,r� ,,,,a�e� r ,�. �..�,-s GWe ,r STOPPED REVIEW Plan review is not complete,when all Items above are corrected,we will do a complete plan review. If any sheets are voided,remove them from the plans and replace with new revised sheets and Include one set of voided sheets In the resubmittal drawings. Mehdi Asraf Page 1 of 1 RESPONSE SHEET CITY OF MIAMI MORES VILLAGE. PLANS REVIEW PROCESS#RC-15-799 REV#1 Property Location:9220 NE 2 AVE MIAMI SHORES,FL BUILDING: Date of Review: 5-8-15 1. Zoning approval 2. A-1 changeof elevations,see floor plan 3. No mechanical work to be done,existing a/c and ahu to remain 4. Remove 7 al foil from section,see A-1 5. Replace all windows, g existin locations. ep 6. Dimensions,see floor plans 7. No railings to be provided under this permit. 8. Floor elevations fore doors see floor plans. egress , ,o��®orroreeAo�o, oee SAN D ER os SSE • •v � O O: �J� •' W mLU : s r o �•a !•• O 'spa !!l�C±yk195® Page 2 of 1 RESPONSE SHEET CITY OF MIAMI MORES VILLAGE. PLANS REVIEW PROCESS#RC-15-799 REV#1 Property Location:9220 NE 2 AVE MIAMI SHORES,FL II PLUMBING: Date of Review: 5-8-15 1. Location of all applicable utilities,see site plan sheet C-1. 2. Location for tank and drain,see site plan sheet C-1 3. All shower compartments areas,see plumbing plan. 4. Clearance for water close tubs lavatories bidets etc.see plumbing lens sheet P-1 � P �P 5. Existing water heater,see detail sheet P-2 II I I I I I I I I % ``®09`�eeeas's ®s®® � LAND 9 ,e ® O: ;W® ®W; 4 •Wm ®® O � ar .IS Page 3 of 1 RESPONSE SHEET CITY OF MIAMI MORES VILLAGE. PLANS REVIEW PROCESS#RC-15-799 REV#1 Property Location:9220 NE 2 AVE MIAMI SHORES,FL STRUCTURAL: Date of Review: 5-5-15 1. New structural sheets see S-1 and S-2 `®%81111®®s m m LU a �e ®® Ae FU0.• ®0®0��®ES S\ q�'` R . Miami Shores Village 7A Building Department !3 IOM N.}I:.2''Avenue,llQfami Shores,)+133I38 R Tel;305-795-2204*Fac 305-75644 NOT'TClt To 1VII��cum Vim, A�����D�P�RT OF EMPLt3YMWiT�4P1� L 2LgU„�na��DEa A BtJIY.ID G GIDE I(We)have been reWned by(harm of owmriagmt) b(A-)A&tC— to P°' CPM lo� Florida Htu'Iding Code at the proiear ) I am a registered NParal Shores,as of Arc>Zibect or Profeasiottal ` . B�gbteor licensed�n the State of Florida. 'PERMIT NUMMIR: XSPecial Inspector for Reinfort:ed.Unit Mattonty,FBC 2122.4 0 Special bVccWr for Trusses over 35 Ft Long or 6 Ft.High,FBC 2310.17.2.4.2 Q Special Inspector for Sted Connections,FBC 22182 .... Q Special Inspector£or Soil Compaction,FBC 1820.3.1 . . .... ...... fl SpecW Inspector for Precast Units&Attachments,FBC 1927.12.2 '••' : •••• .• 0 Special Inspector for Pilings,FBC 1822.1}20 •••••• ••:• ••••:• Q Special Inspector for •••••• • .... ...... ...... ... . . . =' NCI►TE:Please mar,�box�that an®iv • • • ' The following in_dt'VW=ls(a)emPloyed by this firm or me are an herized to peeorm mspttettons.: ....:. I. 2. ...... . .. . .... . . . 3. .... 4. L(we)und d*a Specigi b5P89W bV80timlog fwewhbml muatbodiapk d Ina omminiathoam cafe nips1br rem by the Miami Shouts Bullar l3qwtmft Iospedor.All maaBatary ,as WqAW by the Horidaladiag Code, must be Pftft=4 by Miami Shores The b gkbg Inspeodm n uatba*dW ft ell maadalosy lnepeaft&hWec*mpvf&wdby dm4Wdal h&Wemr htradby gm owiwmu the mmtduton, mwperfa7nd by&eBtdk*ngl arert Fmthw.'Upon`ompmen of ft wo* ON&Building per,Twill submit to the MMiami Shor+m BWWfa&DqmftCaatOM thea m the Iog form and a s=W s ao mmt kWkating that;to the beg ofmy of the pruJatadiued abm meet the kdmt of the HarldaBoitding Cob and are hi Natne" VAD�.t►feet A 64.W, 46. (print)� Slgited and SeatedAddress fV w-c*(. 5T. Date: ( Phone No._Zdp,,C--,p- ._4'�' 1'' Florida License No: Q �� ............ ....... .... ......... ....... .......... A— . .......... ............. ....... .... .. .. ....... n............ ....�­ UF JA z 0 L 2. i9sr- • A-A s IL lyoo',- "I'L 911-7r�7­4/ Tr % r17 :••••••r **000 *Soo .000,0,00 :.4000,...... . .0 4,40;9040 499be 07 • V ...............I........ .. _4 **-go • .... ........ -7 X-0 Q-6-5 t2 E.#038 98 77 ZCi' /l�� .} n�1- A d Edwar . Fd A LA►NDERS Pmfs (305)823-3938 ONSULTC NG F-NGl I ........ .. . .... ...:.......«......v... ............ !............ .. do WA . ...... .. ... f6 I 74w age* ., 41 00 004!000! K 00 U'S *woo 0 :000** .......... ✓ 94, A R!wa S-eq .. ......... .1.........:.......b...»_, o.q 4 ;0006 .. .. fto ✓ JO 71 : P.E.#038398 Edward A LQNDRSRE, (305)823-3938 ', CONSULTING ENGINEERS ' ^ _- - .- --`'�''r'- ' � - ' --,--`---�- - ' `-. - -_' � , ... . ... ... .............. .... .. .. ... y .Y ... _.... _.:.. .. r_ ............ T 0 or - .................... .3 3, . ........... .. ......... . ..... ...... v. 'tL .. .• � " .. •}•• .... •...... ............ _ .:.. _� v . ......... � �_.... . ......... 3....... 4- • 17 1-4 y'4 3te..•s yy.�,;./j�)���t•� J .���:J`��'� A (j� "-'!r -*I ......... PA 79(o PAR C lie- -41 .. . .. ..... -Z .. .......... ........ .. . : . . .. 4- > -Ak- L Vic: 5- G3.t4-toE, r7 SW 7z� z P.E.#038398 14 Edward A. ffI-JUL-t- QNDERS El (305)823-393*8 Ht CONSULTING ENGINEERS 1'ASLB3.2.1.2: Reinforced Wall Properties for Load Combinations Not including Wind or Seismic Concrete Masonry Wail Pnt Properties t8 In 000,000 psi _ For Effective Depth , d a 3.8128 in IF, 80,000 si (? ble Arranged by Increasing Md ' ' .� Po 1,600 psi Out-of-Plane Resisting Moment and Shear for Bars Positioned In the Center of the Well 7 618p ' f =1,380 psi fm b 1,500 psi Bar Sar SarBar Sar Spacing A� MR Bar Spacing p, A Bar Spacing Ma Bar Spacing 1 Ms Size ) n'Nt n-tb ize n Q 1ft In-lb/ft Size (in na M Wft Size In 'IR) Qn-Ib/tt 't 8 8 1.19 20,072 4 24 0.10 8,311 8 8 1. 9 21,860 8 72 0.13 8,928 7 8 ' 0.90 19,008 8 72 0.13 6,310 7 8 0 0 20,847 4 24 0.10 8,348 8 8 0.86 17,730 8 58 0.09 7,804 8 6 O.W 19,201 7 72 0.10 8,114 ,1 8 18 0.89 16,809 8 40 0.09 7,783 8 16- 0.60 18,068 8 66 0.09 7,840 i 8 8 0.47 18,221 7 72 0.10 7,882 6 8 0.47. 17,511 6 40 0.09 7,786 7 18 0.48 16,880 8 64 0.08 0,829 7 18 0.45 18,983 8 64 , 0.08 6,860 I 8 24 0.40 16,040 6 48 0.08 8,806 8 24 0.40 18,308 IL 9.6 0.10 6.694 ! 6 16 0.33 14,499 4 32 0.08 8,306 8 18 0.33 15,860 ; 5 48 10.08 8.531 4 8 0.30 14,301 8 96 0.10 8,232 4 8 0.30 16,3181 4.. 3'A v w•• -zf;33f 7 24 0.30 14,067 6 72 0.07 8,070 7 24 0.30 18,198 8 72 0.07 6,097 8 32 0.30 -13,987 7 96 0.08 6,687 8 32 0.30 18,118 7 96 0.08 6,086 8 40 0.24 13,160 5 56 0.07 8,678 8 40 0.24 14,181 6 Be 0;07 81800 ti 16 0,23 13,134 4 40 0.06 5,088 5 18. 0.23 14,127 8 120 0.08 5,367 :a 7 32 0.23 12,972 8 120 0.08 4,984 7 32 0.23 13,963 4 40 0.08 5,104 6 24 0.22 12,896 6 84 0.08 4,881 6 24 0.22 13,871 6 64 0.06 4,900 8 48 0.20 12,465 6 98 0.08 4,562 8 46 0.20 • 13,392 7 120 0.06 4,868 7 40 0.18 12,103 7 120 0.06 4,549 7 40 0.18 12;982 6 98 0.08 4,673 6 32 0.17 11,760 5 72 0.06 4,339 6 32 0.17 12,592 6 72 0,06 4,366 5 24 0.18 11,608 4 48 0.06 4,264 8 24 0.18. 12,315 4 48 0.05 4,278 7 46 0.15 11,374 4 68 0.04 46 •16 • •0.1 J.• 12,171 4 58 0,04 3,867 ' 4 16 0.18 11,374 8 120 0.04 ,642 ;40 ; ;04 12,171 6 120 0,04 3,868 8 40 0.13 10,886 5 96 0.04 3,$54 ; ij ; f ; 0.11'• 11,479 6 96 0.04 3,287 8 66 0.17 10,684 4 '04 0.04 �19t? • 6•' 140• •0.48 10,888 4 64 0.04 3,209 7 68 0.13 9,749 4 72 0.03 2,843 7 68 0.13 10,432 4 72 0.03 2,862 6 32 0.12 9,898 5 120 0.03 2,4Q4 8 ,04 •0.16 10,044 8 120 0.03 2,614 8 64 0.18 9;349 4 96 0.03 ..2,1'02 4 96 0.03 2,139 6 48 0.11 9,106 4 120 0.0 ;1,744 4• ,�1; •9,148 4 120 0.02 1,711 7 64 0.11 8,530 • w , 28 N • •• •• 11.0 . •• •• W . .. . 1�S a� rtl. tom, . r.c -�-.. . . � '' Gam.• '-• .. : ./�.��� '�-- Cl , .r. .... .:. . :. . ...:...... .... .. ... .t..... •b, , sem- .:.• IT 10 ate—. •}7��r�.ii• 4t� • •• ' 0: ;. .. •••i .. :. , .i . J q4 . . ...... : . . c( a 3'S P.E. #038398 Edward A. _ LANDERS1El (305)823-3938 CONSULTING ENGINEERS L L ..�. .. e Z . '6 t a 101 . i • k' �'` ftrA� t ... ...:. ............ .�..... •:. .... ... .. .. ... .... .. ... .. ....... .. .... .. . ...� .. ..r/f. 4• . as .. :........:.... -3' i go isoof.00 • : •.i••*• • i d ' k , �� .: . - : +A .... .......:..... ... t t 1� k• : FTE - c :. ' : � cam' ►�;a . P.E. #038398 Edward A. LANDERS1 El (345)823-3938 . CONSULTING ENGINEERS r . ..4; ..tee-� ....... ......::... ::. A. . . .. . :... . ..... .n. .i.......i..... x......'... 0, • : ... .. ..ex ,a. ca. ,. x•. ,. , : .. .. i........:.. t•.........:.... , •• • : owes .. .: .. i•••.•• •. • • 0000.,. 0100 ••••: •• iss• ;•••• ..... . ieo•• .00 .. so• 00*900 ,•:..... ,. .. ,:xv..vt•..exp..:,..,,;.x,. •E i • .. •� a ..y .. • le • : : : •i.....• i. ... .. .. .: .. ....fie"" - z f—A t P.E. #038398 Edward A. _ LANDERS, Me (305)823-3938 CONSULTING ENGINEERS TABLE3.2.1.2: Reinforced Walt Properties for Load Combinations Not Including Wlnd or Seismic d �. Concrete Masonry Wall Properties Steel Reinforcement Properties 8 I E, 29,000,000 psi a For Effective Depth d=.3.8125 in Fg 60,000 psi (Table Arranged by Increasing Mfm=1,350 psi n R) _ fm=1,500 psi Q. Out-of-Plane Resisting Moment and Shear for Bars Positioned in the Center of the Wall 75/8 o M fm=1,350 psi Pm= 1,500 psi N Bar Bar Bar Bar -r. Bar Spacing A. MR Bar Spacing A, MR Bar Spacing A MR Bar Spacing AB Me 1 Size (in) (In2/ft) (in-iblft) Size (in) C1 Aft) (in-Ib/ft Size (in 2 2 Qn� (in-Ib/ft) Size (In) (in/ft) (in-Ib/ft) o • ! 8 8 1.19 20,072 4 24 0.10 8,311 8 8 1. 9 21,860 $ 72 0.13 8,928 7 8 0.90 19,008 8 72• 0.13 8,310 7 8. 0 0 20,647 4 24 0.10 8,348 6 8 0.66 17,730 . 6 56 0.09 7,804 6 8 0.66,,-19,201 7 72 0.10 8,114 c�D 8 16 0.59 16,609 5 40 0.09 7,753 8 16 0.5 18,055 6 56. 0.09 7,840 5 8 0.47 16,221 7 72 0.10 7,582 5 8 0.47 17,511 5, 40 0.09 7,786 7 16 0.45 15,650 6 64 0.08 6,829 7 16 0.45 16,963 6 64 0.08 6,860 y 8 24 0.40 15,040 5 48 0.08 6,508 8 24 0.40 16,306 8 96 0.10 6,696 C 6 16 0.33 14,499 4 32 0.08 6,306 6 16 0.33 15,660 5 48 0.08 6,534 4 8 0.30 14,301 8 fab 0.1.0 6,232 4 8 0.30 15,381 4 32. 0.08 6,331 7 24 0.30 14,067 6 72 0.07 6,070 7 24 0.30 15,196 6 72 0.07 6,097 8 32 0.30 13,987 7 96 0.08 5,687 8 32 0.30 15,118 7 96 0.08 6,085 8 40 0.24 13,160 5 56 0.07 5,578 8 40 0.24 14,181 5 56 0.07 5,600 5 16 0.23 13,134 4 40 0,06 5,086 5 16 0.23 14,127 8 120 0.08 5,357 7 32 0.23 12,972 8 120 0.08 4,986 7 32 0.23 13,963 4 40 0.06 5,104 6 24 0.22 12,896 5 64 0.06 4,881 6 24 0.22 13,871 5 64 0.06 4,900 8 48 0.20 12,465 6 96 0.06 4,552 8 48 0.20 13,392 7 120 0.06 4,868 7 40 0.18 12,103 7 120 0.06 4,549 7 400.18 12,982 6 96 0.06 .4,573 i :6 32 0.17 11,758 5 72 0.05 4,339 6 32 0.17 12,592 5 72 0.05 4,356 f 5 24 0.16 11,506 4 48 0.05 4,264 5 24 0.16. 12,315 4 48 0.05 4,278 7 48 0.15 11,374 4. 56 0.04 3,655 4 16 0.15 12,171 4 56 0.04 3,667 4 16 0,15 11,374 6 120 0.04 3,642 7 48 0.15 12,171 6 120 0,04 3,658 6 40 0.13 10,836 5 96 0.04 3,294 *Be .96 . .0.1.7. 11,479 5 96 0.04 3,267 8 56 0.17 10,684 4 64 0.04 1198 W. :4p ; ;0Z 3 10,888 4 64 0.04 3,209 , 7 56 0.13 9,749 4 72 0.03 2,U3 ;7; :50 : :0.15, 10,432 4 72 0.03 2,852 5 32 0.12 9,598 5 120 0.03 2,803 '8 • 84 • •0.15 10,044 5 120 0.03 2,614 8 64 0.15 9,349 4 96 0.03 2,132 5 32 0.12 9,643 4 96 0.03 2;139 6 48 0.11 9,105 4 120 0.02 . 1,7FS 6 $8 0.11 9,146 4 120 0.02 1,711 64 0.11 8,530 .. ; 7 8•K LoI.- : 9,128 CO O 7 ,a, ••• • i i i •i� i i W ff •i• �• •� • • • •• •• TABLE 8.4 (Continued) Design values in pounds per sgiiare inch(psi) Tension Shear SPeciee parallel Dompression Compressidti She Bendin Parapet perpendicular Modulus commercial grade classification g to grain to grain to. rain Parallel of Grading Non-Dense Select Stfuctural Fp Ft Fv ^Fc.L m to, Elasticity Rules No.1 Dense . 1850 950 g0 Agency No.1 4"thick 1450 775 480 1750 1.7.00,000 No.i Non-Dense 1300 90 660 17$0 i .10"Wide 725 90 565 1,8.00,000 N0.2 Dense 1200 6550 90 1600 1,700,000 No.2 1200 625 480 1500 1,600,000 No-.2 Non-Dense 1050 90 680 1650 1,7005000 90 No.3 950 550 80 568 1500 1,800.000 Dense Select Structural 600 325 480 1400 1 400 000 90 565 Select Structural 2050 1100 90 850 1.x,000 Non-Dense Select Structural 1900 1050 660' 1950 •1,900,000 No.1 Dense 1750 90 565 1800 No.1 �•e•.ti, k 1350 900 90 480 1.800,000 725 90 1700 1.700,000 No.1 Non-Dens® 1250 675 660 1700 1,800,000 ense �• `t` „ 1150 600 90 565 1600 1,700,000 • No , 1 1975 575 9Q 480 1500 90 660 1.600,000 o. Non-Dense 550 80 1600 1,700,000 No.3 900 5255 90 565 1450 11600,000 575... 325 480 1350 1.400,000 • •• ••• 825 1400 000 Dense Structural Be ���service COn I n�--;19:f QH§ss moisture can- f) n 2"-4"thtUrAlm (ch. • • • • Dense t u 5 2" de 22M *001 135. i i •6Wo 2000 1,800,000 ® 19 11 fto1650 1,800,000 2 SPIt3 Dense Structural 86 (Wet servlc®conditions Dense Structural 72' -1�4�ck 21.00 • Dense Slructural65 1750 • •i 145i i•• i 1300 1,600,000 2.12'&wider 1600 • 100!� 0 • • 440 1100 1 ,_.. .. .s � :Fs._<�� ^,;�ax,am,,. •� •�•• 1000 1:�000 SPIE AFPA tiormcrl \FPA), W-shington, DC. 199;1. ••• • • • • ••• • • • •• •• ••• ••• •• •• ••• • • • • • i+'$�F ���t"4�fti�'»Y7"Z'.' k<9:� .}„ yi`.. 't••±rs a 7.uaV;4jc. H .. r'=_.y.^°'t». . ,:.3;fiz.'..ti=�. .». .. ... Dense Select Structural 3050 1650 100 660 2250 1,900,,000 Select Structural 2850 1600 100 565 2100 1,80Q,000 Non-Dense Select Structural 2850 1350 100 480 1950 1,700,000 No.9,Dense. 2000 1100 100 660 2000 1,9w ow No.1 2`-4"thick 1850 1050 100 565 1850 1,700,000 No.1 Non-Dense 1700 900 100 480 1700 116001000 No.2 Dense 2"-4"wide 1700 875 90 660 1650 1,700,000 Not' 1500- 825 90 565 1650 1,600,000 No.2,Non-Dense 1350 775 90 480 1600 1,400,000 No.3 850 •475 90 565 975 1,400;000 Stud .875 500 1 90 565 975 1,4001000 Construction 2"-4"thick 1100 1625 100 565 1800 1,500;000 Standard 625 { 250 90 565 1500 1,300,1100 Utilky, 4*wide 300 175 90 565975 1,300,000 Dense Select$tn+ctural 2700 1500 90 660 2150 ti,9o0,000 Select Structural 2550 1400 90 565 2000 11800,000 Non-Dense-Select Structural 2350 I 1200 90 480 1850 i,7W,000 No.1 Dense 1750 950 90 660 1900 1,800,000 No.1 2"-4"thick 1650 900 90 565 1750 1,700,000 No.1 Non-Dense 1500 800 90 490 1600 1,600,000 No.2 Dense 5"-6"wide 1450 775 90 660 1750 1,700,000 No.2 1250 725 90 565 1600 1,600,000 No.2 Non-Dense 1150 975 90 480 1500 1,400,000 f No.3 750 425 90 565 925 1,400,000 !!!!. Stud5_. 425 90 565 925 1,400000 bene Select Structural _ 2450• 1350 90 660 2050 1,900,000 SPIB Select Structural 2300 1300 90 565 1900 1,800,000 Non-Dense Select Structural 2100 1100 �Q 480 1750 1,700,000 No.1.Dense 2"-4"thic k 1650 879•• ••i 9➢ i •• 14 • • 1800 1,800,0w No.1 150082�• •i �Q•i 669 • 1650 '1,71)0,000 No.1 iNon-Di3tiSt3 8"wide 1350 725 • • 9D • • M • 1550 1,600,000 No.21Dense 1400 675• ••• 90•• • 66t! • 1700 1,700,0 No.2 1200 650 90 565 1550 1,600,000 _ No.2 Non-Dense 1100 600 i 90 480 1450 1,400,000 No.3 700 •400 • • 90 • • 5% 875 1400,000 Dense Select StFM.ural 2150 22t)Q 90 • • •• i :200t} 1,900,OOo Select Structural 2050 1. • • •565 1850 4,800,000 • • ••• • • • ••• • • • ••• • • MECAWind Version 2 . 1 . 0 . 6 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2015 www.mecaenterprises.com Date 1/13/2015 Project No. 1413624-01 Company Name Edward A. Landers, P.E. Designed By Edward A. landers, P.E. Address 7850 NW 146th Street Description Wind Pressures City Miami Lakes Customer Name 9220 NE 2nd Avenue State Florida Proj Location Miami Shores, Florida File Location: C:\Program Files (x86)\MECAWind\1413624-01.wnd a 3L-a- I 1 Roof not � 51-o-xN itF5 1 1 21 I 2 I 1 51 1 - - --- IT -- -r- ••• • a 31 2 .2,15 5 1 ... ...... .. • egos •. WAS Gable RoyJAf,� 1 ....:. a 0000.• . 0000 ...... 0000 • Wind Pressure on Components and Cladding (Ch *SOOUart•11. ••••• All pressures shown are based upon ASD Design, with a Loa *ctor of 0!6 ••••;• :00:0: • • 0 . • Width of Pressure Coefficient Zone "a" = 6 f •t .00000 •••••• Description Width Span Area Zone Max Min Max;P o0gin P• :00.0: ft ft ft^2 GCp GCp psf •• 13sf ;••• • • -------------------------------------------------------------------------1.•.• WINDOW A 3.08 4.20 12.9 4 0.88 -0.97 38.70 -41.98 WINDOW B 4.41 4.20 18.5 4 0.86 -0.95 37.80 -41.08 WINDOW C 4.41 3.08 13.6 4 0.88 -0.97 38.58 -41.86 WINDOW D 2.16 3.08 6.7 4 0.90 -0.99 39.35 -42.63 WINDOW E 2.16 2.33 5.0 4 0.90 -0.99 39.35 -42.63 WINDOW F 2.16 3.09 6.7 4 0.90 -0.99 39.35 -42.63 DOOR 1 6.00 7.00 42.0 5 0.80 -1.06 35.74 -45.25 DOOR 2 6.00 7.00 42.0 5 0.80 -1.06 35.74 -45.25 WINDOW G 2.00 7.00 16.3 5 0.87 -1.19 38.11 -50.00 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.91 Qhcc: .00256*V^2*Khcc*Kht*Kd = 36.43 psf MECAWind Version 2 . 1 . 0 . 6 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2015 www.mecaenterprises.com Date 1/13/2015 Project No. : 1413624-01 Company Name Edward A. Landers, P.E. Designed By : Edward A. landers, P.E. Address 7850 NW 146th Street Description : Wind Pressures City Miami Lakes Customer Name : 9220 NE 2nd Avenue State Florida Proj Location : Miami Shores, Florida File Location: C:\Program Files (x86)\MECAWind\1413624-0l.wnd Directional Procedure Simplified Diaphragrm Building (Ch 27 Part 2) 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 = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Damping Ratio (beta) = 0.01 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 0.25 : 12 Slope of Roof(Theta) = 1.20 Deg Ht: Mean Roof Ht = 21.00 ft Type of Roof = GabIgo, RHt: Ridge Ht = 24.00 ft Eht: Eave Height • . = 15j.0- ft ���•�• OH: Roof Overhang at Eave= 1.50 ft Roof Area '..' 664i.0.0• ft^ �• 2 • • Bldg Length Along Ridge = 60.00 ft Bldg Width Acrossg4.,16T= 60.00 ft Gust Factor Category I Rigid Structures - Simplified Method • • • • ' •••• •••• ••••• Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 •••••• ••• • ••••• Gust Factor Category II Rigid Structures - Complete Analysis " '• •�••�• Zm: 0.6*Ht :•'x':15.00 ft •� • •••••• lzm: Cc* (33/Zm)^0.167 = * 0•�•••• Lzm: 1* (Zm/33)^Epsilon ', 11427.0'6 ft •��� Q: (1/(1+0.63* ( (B+Ht)/Lzm)^0.63) )^0.5 "_ ' 0.90;00• • • Gust2: 0.925*( (1+1.7*lzm*3.4*Q) /(1+1.7*3.4*lzm) ) = 0.8'8'• 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 Topographic Adjustment 0.33*z = 6.93 Kzt (0.33*z) : Topographic factor at elevation 0.33*z = 1.00 Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33*z) ]^0.5 = 175.00 mph Net Wind Pressures on Walls (Table 27.6-1) Wall Pressures do not include effect of internal pressure NWFRS-Wall Pressures for Wind Normal to 60 ft wall L/B = 1.00 ph: Net Pressure at top of wall (windward + leeward) = 40.02 psf p0: Net Pressure at bottom of wall (windward + leeward) = 38.87 psf ps: Side wall pressure acting uniformly outward = .54 * ph = 21.61 psf pl: Leeward wall pressure acting uniformly outward = .38 * ph= 15.21 psf pwh: Windward wall pressure acting uniformly outward = ph-pl = 24.81 psf pw0: Windward wall pressure acting uniformly outward = p0-pl = 23.66 psf s MWFRS-Wall Pressures for Wind Normal to 60 ft wall LAB = 1.00 ph: Net Pressure at top of wall (windward + leeward) = 40.02 psf p0: Net Pressure at bottom of wall (windward + leeward) = 38.87 psf ps: Side wall pressure acting uniformly outward = .54 * ph = 21.61 psf pl: Leeward wall pressure acting uniformly outward = .38 * ph= 15.21 psf pwh: Windward wall pressure acting uniformly outward = ph-pl = 24.81 psf pw0: Windward wall pressure acting uniformly outward = p0-pl = 23.66 psf See Fig 27.6-2 for Parapet wind Roof Pressures pressures See Table 27.6-2 tPnMean roof ht- Pit Wind .••••• • Well Pressures °�-- g goes ....•. SeeTable27.6.1 h • �•`• • � egg••• •••s•o Plan ••e. ••e. . . •6000• 0:000 00 0000000 • gee Pa l • •04 0 • • • 0 000000 ••••• 0 f flatlon ► 0 • ! ` • e :0900• Net Wind Pressures on Roof (Table 27.6-2) :09 • :see :""; oo Exposure Adjustment Factor = 1.000 Zone Load Casel Load Case2 psf psf ---- ---------- ---------- 1 .00 .00 2 .00 .00 3 -38.67 .00 4 -34.47 .00 5 -28.27 .00 Note: A value of 10' indicates that the zone/load case is not applicable. h wow h 1 Gabled Roof Roof Overhang Loads (Figure 27.6-3) : Load Case 1• Povhl: Overhang pressure for zone 1 = .00 psf Povh3: Overhang pressure for zone 3 = -29.00 psf Load Case 2• Povhl: Overhang pressure for zone 1 = .00 psf Povh3: Overhang pressure for zone 3 = .00 psf Roof c4" Pressure from table Zotics { ter 3 as applicible R"h .� ;t]t� l�rfLiEl4lii •• • •••• • •••••• •••• •••••• • Osseo* •••• �s•••: •••• •••• ••••• •• •• •• •••••• • • • • •••••• • • 00 0 000* 0 ••••