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RC-13-2533Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number. INSP- 213138 Permit Number: RC -11 -13 -2533 Scheduled Inspection Date: May 29, 2014 Inspector: Rodriguez, Jorge Owner: HARRIS, BRETT Job Address: 1173 NE 103 Street Miami Shores, FL 33138 -2651 Project <NONE> Contractor: LECHNER CONSTRUCTION MANAGEMENT LLC Permit Type: Residential Construction Inspection Type: Framing Work Classification: Alteration Phone Number (305)764 -9401 Parcel Number 1122320310070 Phone: (30)596 -5047 Building Department Comments DEMO INTERIOR WALL BY KITCHEN TO OPEN UP AREA WITH NEW DRY WALL OPEN UP NEW LIVING AREA AS PER PLANS TO SUPPORT OPENING W/2X2X12 S Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 211604. CREATED AS REINSPECTION FOR INSP- 202748. CANCELLED BY HAYZEL Need letter from Eng May 28, 2014 For Inspections please call: (305)762 -4949 Page 28 of 32 ICE www.yhenglneering.com Youssef Hachem Consulting Engineering May 29, 2014 The Village of Miami Shores Building Department 10050 NE 2 Ave Miami Shores Village, FL. 33138 RE: Brett Harris Residence 1173 NE 103 Street Miami Shores, Florida 33138 Permit No. 13 -2533 Dear Mr. Harris: 12151 SW 128 Ct., Suite 104 Miami, FL 33186 Phone: (305)969 -9423 Fax: (305)969 -9453 We inspected the roof beam separating the living room from the dining room at the above mentioned address. The removal of the wall doesn't affect the integrity of the roof and structure of the house. The construction is based on the permitted plans from the Miami Shores Building Department (permit number 12 -533). The framing is per the Florida Building Code 2010. If you have any q estions, please do not hesitate to contact us at 305- 969 -9423. Sincerely, 135,0k% STA y1 � Youssef Hach FL. Prof. Eng. 302 FL Special In pector 985061 PERMIT # -cgs-2 3 CONTRACTOR: (J f e c l Q��� SUBMITTAL DATE: 1 i C) ' ®\ 3. ADDRESS: O.-4-3 iL)17, lo--3 L5-1- ,. NAME: (i RESUBMITAL DATES: PROJECT TYPE:. .od` ,-y .Q/ �z'- -)_ j ZONING FIRE STRUCTURAL - IMPACT FEES HRSIDERM v AL ELECTRICAL - (&=====af.42—/..) PLUMBING , VI/VI \ D\ MECHANICAL ' ; " Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING C, � PERMIT APPLICATION '4 L/ Permit Type: C UILDING .: pry. NOV 0 8 2013 i FBC 20 Permit No. Master Permit NoR, 1 3''0953_3 ROOFING rel JOB ADDRESS: 11'1 5 N G l 0 3 City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): C$/ volarx, l 173 L01' Address: sr- Phone#: 7 0 1. (• 1 ti 0 1 City: 04/S State: P.- Zip: 3'3(3 i✓ Tenant/Lessee Name: Phone#: Fmail: CONTRACTOR: Company Name: L.eC. fA IZ( Phone#: 36- 965 -047 6 Cl. S `k ktRAAA - City: Ou 4,LcuAn State: - Zip: 334 3 Phone#: Address: Qualifier Name: ESQ uvawi(. LeckwAvt. State Certification or Registration #: Certificate of Competency #: Contact Phone#: era o(;`t3 -X513 Email Address: aokcovvto@ 614.144,Q C C$.*•p DESIGNE gineer: (4 i / erS ( �_ Phone#: 3 -4 S -24 303 7 Value of Work for this Permit: $ 15 fro a 0-0 Square/Linear Footage of Work: Type of Work: OAddition 011Alteration ONew 9Repair/Replace Description of Work: At A, f/ped2.9- Ita . JYMb & --O CVAA aja 141Demolition Color thru tile: *********** ****** *********** ******* ** * *Fees***** *** *** ******** * ** * *** *** * * * *** **** **e* Submittal Fee $ •Q� Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip 4, 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 FT.RCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 MPROVEMENTS 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 inspecti ich occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will a proved and a r. ' nspection fee will be charged. Signature er or Agent Contractor The foregoing instrument was acknowledged'' before me this Cr he foregoing instrument was acknow .' bef • re this8 day of 3 f 3, by =Gib day of oG , 20 , by /.. i i ... eirt" who is personally known to me or who has produced 4-Y-e, who is personally known to me or 'ho has produced /r-✓lc"-✓n a0 j9// I n 1 V v As identification and who did take an oath. as identification and who did take an oath. NOT PUB C: S. ommission Expires: JAMES RYAN 1. \ 3 Notary Public State of Florida z rp crsi My Comm. Expires May 20, 2017 0uw' a * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY NOT 1' Y P IC: Si ,,,,c' , JAMES RYAN = Notary Public r State of Florida My Comm. Expires May 20.2017 Commission # FF 049414 Commission Expires: * * * * * * * ** *********** * * * * * * * * * * * * * * * * * * * * ** **** ***** **sus * ***** * ** * * ** ***** ** /t4S Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10/07)(Revised 06/10/2009)(Revised 3/15/09) Zoning Clerk 1 CERTIFICATE OF LIABILITY INSURANCE Onstontrro 111712013 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. 1 I1S CERTIFICATE OF INSURANCE DOES NOT CONSITTUlt 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 endorsements). PROISSIER FRANKCRUM INSURANCE AGENCY, INC. 100 S. MISSOURI AVE. CLEARWATER FL 33756 Malta EMU E13, ESP Reese. AeaREJm 1-900- 7771620 WOO 727-797-0704 INSURERS) AFFORDING ODVEAGE NAtC8 INSURER A: FRANK WINSTON CRUM INSURANCE CO. 11600 INSURED FrankCrum 1.800- 277 -1620 100 S MISSOURI AVENUE CLEARWATER FL 33756 SNORER Et INSURER c SOURER INStiRER E INSURER F: COVERAGES CER7lTE NUMBER: 2331126 REVISION NUMBED THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN *SUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPEST1D WHICH THISCERTIRCATE MAY SE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TES, EXCUHRONS AND CONDITIONS OF SUCH POLICIES. LINTS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPE OF INSURANCE AWL DOR SUER WED PCUMNUMEER POLICY ER, mum' law REAMITITIO TURN MORAL LIAINUOT GRIMM CONESEROAL UABLOY OIROABORMATE POUCY IUMUNZAIRTMIOR MAIMS TOimmt MOM RED EXP/pOcoo PoloOT MO M& MORAL MEFEE PROMOTE. DO MOPl $ $ 3 s $ $ AUTORORES ISAMU, ANY Mr° TEL OWIOD AUTOS IBREDAIR03 NON -OWED _ARM INSIBINED ELISSIY TED wide* MOLY INJURY P'KP ) corm, INJURY peer mold's* MiEWRIDEVRE I 3 UAe EXCESS UM ClAarearADE DI I REMOTION$ EACH O LICE 6 s A MUMS COAIPENBATIONAND ERPLOYERO UARIMY PXYPRMIEETOMPARTIGERADOSOUFWE DYae domes alder EMERBITION OF OPERATIONSbdow NIA W0201300000 11112013 11112014 WO EMU- S I I EN Ea. EMI ACCIDENT 51.000,000 ELOWEA -EA SSFL YFE $1.000, El - POLICY LIMIT $1,000,000 DI DON OF OPEmnoss ammo JYENFINEe sinashAeonis HII.JW d Remarks Othodem Room space Is EFFECTIVE 04/1 WWI 0, COVERAGE IS FOR 10D% OF THE EMPLOYEES OF FRANKCRUM LEASED TO LECHNER CONSTRUCTION MANAGEMENT LLC ( CJENT) FOR WHOM THE CLIENT IS REPORTING HOURS TO FRANKCRUM. COVERAGE IS NOT EXTENDED TO STATUTORY EMPLOYEES. OINTRFIOATE HOWER CANCELLATION MIAMI SHORES BUILDING DEPARTMENT 10050 NE 2ND AVE MIAMI SHORES, FL 33166 SHOULD ANT OF TNEABOVE DESCRIBED POUCIEB BE CANCELLED BEFORE THE EXPIRATION EAU THEREOF. NOTICE WILL BE MIMED IN AccOROMME Wml THEPOUCY PROVUBON& ADntORILED REFRESEMATIVE ACORD 2B (201WD8) The ACORD none and legs are regtstersd MUSE of ACORD ®19I8 -20ID ACORD CORPORATION. AO rights reserved. • STATE QF. FLORID k DEP,iR r` Q,��```'BtsO;NESB 'AND PROF��;5;801�i1GULATION $ •.: = t3NS.TR i� CTT.00 l , f aNDRSTRY - LYCENSXN BO, ,RD .c ` rra„ `` _ 012 - }— - � v�': :: ? ,:'^ p �4a;: ? r SEQ# L12082902832 LICENSE NB R:�'�, `t.0'`• A; L x4;.UrCaL��I °�h�`'dr *may_ «i' aA7 BATCH NUMBER•.. .0609 a H sc y,�f �y' Vii= d Under tli�° p ovisioas of `Chapps 4 8xpizatipn ..date • AUG. 31.,,,2014 ' V- i;-... ,\, N s' fit: ft � J', rIT. . b w -. . r e, . LECENER.i ,Ermuu D ; c�0 $it .;� " �`w -a _ma -P1 3 , . `roj - .A_ • LE ' COS RVETI 1 ° GEMEN C + .. r 625 ROYAL PALM PLACE' " , -- I- •'�'' NrER-0 BEACH I. `� " � * `� .. • FL, 2 9 ICJ 0 '�, . 1 d .,,. �F. •r%. L i •j yM t:J_'.y'� rl'.: %f.•. J fi�5'"'.r._:C s... • :j :i •f''4' • tRIM `-SCOT i0 A "" IKOMNOR LAW' ! Pd r . **t DISPiAY AS REOUIREIJ I f CITY OF VERO BEACH PLANNING DEPARTMENT P.O. BOX 1389 -1 053 20TH PLACE VERO BEACH, FL 32961 -1389 (772) 978-4550 LOCAL BUSINESS TAX FISCAL YEAR 2012:20131011112 - 9130113 LICENSE: ' SERVICE - MANAGEMENT SERVICE LOCATION: 625 ROYAL PALM PL FIRM NAME: LECHNER CONSTRUCTION MANAGEMENT LLC OWNER/MGR: EDWARD LECHNER RETURN SERVICE REQUESTED ADDRESS: 625 ROYAL PALM PLACE VERO BEACH FL 32960 KEN LAWSON SECRETARY u PAD ti 3:0 PREWffeFIRSXCIALIS ACCOUNT NO: 06 -50144 LICENSE FEE: 45.00 IN HOME FEE: 10.00 TRANSFER: 0.00 LATE FEE: �.SQ• TOTAL PAYMENT: 59.50 DATE ISSUED: 10/30/2012 THANK YOU FOR YOUR PAYMENT MAP011:19, am THIS RECEIPT MUST BE EXHIBITED CONSPICUOUSLY AT YOUR ESTABLISHMENT OR PLACE OF BUSINESS e-t°' • AcoRb® CERTIFICATE OF LIABILITY INSURANCE ki....../ DATE(MMIDaYYYY) 10/31/2013 ' THIS dERTIFICATE 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.LTHIS 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 poltcy(ies) 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 endorsement(s). PRODUCER FrankCrum Insurance Agency, Inc. 100 South Missouri Avenue Clearwater FL 33756 CT Julie Siefkes PNO Fes: (877) 517 -3416 I rtit. mor. (727) 412 -7747 ItlawkFCIA8FrankCrum.com INSURERS) AFFORDING COVERAGE NAIC 0 INSURER A Accident Insurance Company 11573 INSURED Lechner Construction Management LLC 625 Royal Palm Place Vero Beach FL 32960 INSURER B : CPP000194601 INSURER C : 4/9/2014 INSURER D : $ 1,000,000 INSURER E : $ 100,000 SURE F : ( CLAIMS -MADE X OCCUR COVERAGES CERTIFICATE NUMBER:13 /14 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 LTR TYPE OF INSURANCE MSR� POLICY NUMBER (MM/IDDmYYI ( DIY1 Y� LIMITS A GENERAL X LABILITY COMMERCIAL GENERAL UABIUTY CPP000194601 4/9/2013 4/9/2014 EACH OCCURRENCE $ 1,000,000 DPREMISES ) $ 100,000 ( CLAIMS -MADE X OCCUR MED EXP (Any one fin) $ 5 , 000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY n JJEEcTT n Lac PRODUCTS - COMP/OP AGG $ 2,000,000 $ AUTOMOBILE LIABILITY ANY AUTO AIL OWNED AUTOS HIRED AUTOS _ SCHEDULED AUTOS NON-OWNED AUTOS COMBINED SINGLE UMIT Ma $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY (Per DAMAGE $ $ UMBRELLA LIAR EXCESS UAB _ OCCUR CLAIMS-MADE EACH OCCURRENCE $ AGGREGATE $ DED I I RETENTIONS $ WORD COMPENSATION AND EMPLOYERS' LIABILITY OFFICEWMEM EXCLUDED'? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS f N /A 1 TORY M� I 1 T ER EL EACH ACCIDENT $ EL DISEASE - EA EMPLOYEE $ EL DISEASE - POLICY UMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS! VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is requited) License Holder: Edward Lechner License Number: CGC060983 1163 NE 103rd St Miami shores, Florida CERTIFICATE HOLDER CANCELLATION Miami Shores Building Department 10050 NE 2nd Ave Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVIS IONS. AUTHORIZED REPRESENTATIVE Hatt Crum /RESG ACORD 25 (2010/05) INS025 rmin e m ©1988-2010 ACORD CORPORATION. AN rights reserved. The amen manta and Innn era raniatoraai msrka of Arnim Miami.Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 JANUARY 14, 2014 Permit No: RC13-2533 Mechanical Critique — Jan Pierre Perez NEED MECHANICAL APPLICATION 1VA-ecA aara \ LIZ (:-±00) t3e-a73c- RiEttaiL P Lc C-n K'JN7i oCx Lc-1 t-Ptc-' frOVIIOW„ $::i51)(4C-,A0 ©4.yaerai co -.;••) tc;orrvtipp,.9 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 i1 /2 -&trl3 Permit No: le e-t 3 -- 23,3 - StrcturarCritique Sheet - Page 1 of 1 ( f-ro V.e/3 �• �.c� QA.. of ..t,. -+—.�t 'W c.,-4 , _ O,. VK •cl.r•?/1.r • _,„Alle--C—g 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 re- submittal drawings. Mehdi Asraf Miami Shores V,iiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 JANUARY 27, 2014 Permit No: RF14 -118 Building Critique Review 1st Review 1. Value of work depicted on the permit application is not indicative of the scope of work reflected on the plans. Provide a detail break down of the project cost including labor and materials. 2. Provide detail and specifications for the existing foundation, stem wall and cap size and reinforcement. Provide signed and seal structural calculations. 3. Provide shoring plan to support structure during reconstruction. 4. Provide special inspector for steel connections, and structural retro fit work. 5. Provide specification for the connection of the NVRT 24 to beam and wood joist. 6. sheet A -1, Notes for existing bathrooms. Are the existing showers and tub being replaced? If so provide detail and specification to provide none adsorbent surface to 72" above finish floor. 7. The electrical panel is located inside room #1, show the propose location of the prefab closet unit to be provided by owner. 8. Structural and mechanical approval required. 9. Sheet P -1 show a French drain detail show the location on the site plan and specified purpose of the intended use. 10. Provide code legend and level of alteration. 2nd Review Pending items 1, 6, and 10 above. Ismael Naranjo Building Official Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, replace them with new revised sheets and place behind the most current page. Miami 'Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 JANUARY 14, 2014 Permit No: RC13 -2533 Mechanical Critique — Jan Pierre Perez NEED MECHANICAL APPLICATION Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, replace them with new revised sheets and place behind the most current page. Miami 'Shores Viiiage • I t • Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 JANUARY 27, 2014 Permit No: RF14 -118 1St Review Building Critique Review 1. Value of work depicted on the permit application is not indicative of the scope of work reflected on the plans. Provide a detail break down of the project cost including labor and materials. 2. Provide detail and specifications for the existing foundation, stem wall and cap size and reinforcement. Provide signed and seal structural calculations. 3. Provide shoring plan to support structure during reconstruction. 4. Provide special inspector for steel connections, and structural retro fit work. 5. Provide specification for the connection of the NVRT 24 to beam and wood joist. 6. sheet A -1, Notes for existing bathrooms. Are the existing showers and tub being replaced? If so provide detail and specification to provide none adsorbent surface to 72" above finish floor. 7. The electrical panel is located inside room #1, show the propose location of the prefab closet unit to be provided by owner. 8. Structural and mechanical approval required. 9. Sheet P -1 show a French drain detail show the location on the site plan and specified purpose of the intended use. 10. Provide code legend and level of alteration. 2nd Review Pending items 1, 6, and 10 above. Ismael Naranjo Building Official Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, replace them with new revised sheets and place behind the most current page. Miami 'Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 JANUARY 14, 2014 Permit No: RC13 -2533 Mechanical Critique — Jan Pierre Perez NEED MECHANICAL APPLICATION Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, replace them with new revised sheets and place behind the most current page. Miami' Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 illy(it3 Permit No: ye c 3 2 3.3 Structural Critique Sheet 0 lic-0 V't 'Ott- M.. eS tr-VAA-CALP4r 04-1 iti 0 L-Lfr"- -,--f co p_c_ t,.ro `ik 44 0l.x. of -..—.4 14, -A.Ar e,. WI 4jr411.11 . 0 slii-e0,..14- .e.) of- Iv 0 II-s w 4 � V yJ� LfBC_ ¢ s) ) otA4 74- Page 1 of 1 aJ LL catsv r�.u� ary,Q _ 36.( a, f Pl c S( 40 r ® e_, tt� 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 re- submittal drawings. Mehdi Asraf Miami Shores Viiiage Building Department RECEIPT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 PERMIT #: 12-L t 2S 13 DATE: 12. • r3 • 3 I, Contractor Owner Iriechitect Picked up 2 sets of plans and (other) (2d ^""v l r" S r f Address: lri 3 fr T( 07- S-r- From the building department on this date in order to have corrections done to plans i And /or get County r ps. I u ders - d at the plans nee .. to be brought back to Miami Shores Villag Acknowle PERMIT CLERK INITIAL. RESUBMITTED DATE: PERMIT CLERK INITIAL: 1. Value of work depicted on the permit application is not indicative of the scope of work reflected on • the plans. provide a detail break down of the project cost including labor and materials. 2. provide detail and specifications for the existing foundation, stem wall and cap size and reinforcement. Provide signed and seal structural calculations. 3. provide shoring plan to support structure during reconstruction. 4. Provide special inspector for steel connections, and structural retro fit work. 5. Provide specification for the connection of the NVRT 24 to beam and wood joist. 6. sheet A -1, Notes for existing bathrooms. Are the is the existing shower and tub being replace. if so provide detail and specification to provide none adsorbent surface to 72" above finish floor. 7. The electrical panel is located inside room #1, show the propose location of the prefab closet unit to be provided by owner. 8. Structural and mechanical approval required. 9. Sheet P -1 shows a french drain detail show the location on the site plan and specified purpose of the intended use. 10. Provide code legend and level of alteration. -1 • • PERMIT #: 3 Miami Shores Viiiage Building Department RECEIPT ❑ Contractor ❑ Owner i►rchitect 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: ° /N (NAME) Picked up 2 sets of plans and (other) Address: / /). 3 ivE / U 3 r[ ri f4-v7/ l;C From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Dep Acknowledged by: PERMIT CLERK INITIAL: ment to ntinue permitting process. (Signature) RESUBMITTED DATE: PERMIT CLERK INITIAL: 'L°., CERTIFICATE OF LIABILITY INSURANCE I DA'E`"AI°°'""" 316!2014 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 ITT 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 (lea) 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 endorsementfal. PRODUCER FRANKCRUM INSURANCE AGENCY, INC. 100 S. MISSOURI AVE. CLEARWATER FL 33758 CONTACT NAM INC" EzIP 1400- 277 -1620 x4800 rot .» 727- 797 -0704 lea, INSURERS) AFFORDING COVERAGE NACU INSURER A: FRANK WINSTON CRUM INSURANCE CO. 11800 INSURED FrankCrum 1- 800. 277 -1820 100 S MISSOURI AVENUE CLEARWATER FL 33758 INSURER B: INSURER C: INSURER D: EACH OCCURRENCE INSURER E INSURER F: $ 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 POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POUCIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. rN88 L1R TYPE OF INSURANCE ADM. MISR BURR WVD POLICY NUMBER POLICY EFF (MMIDONYYY) POLICY E7, (MIUDDryyyY) MRS GENERAL USURY COMMERCIAL GENERA!. UABUTY QOCCUR EACH OCCURRENCE DAMAGE TO RENTED PREMISES (Ea ocaaratce) $ !CLAIMS -MADE MED EXP (Any one parson) $ PERSONAL BADV INJURY $ GENERAL AGGREGATE $ GEM AGGREGATE UNITAPPUEO Mt nPROJECT 1-1L00 PRODUCTS • COMP/OP AGO $ $ AUTOMOBILE U(BWTY ANY AUTO ALL OWNED ALTOS HIRED AUTOS SCHEDULED AUTOS NON -OYNON -CVO= AUTOS COMBINED SINGLE UMIT SEa eooktmrt) $ _ BODILY INJURY (Per mason) $ _ BODILY INJURY (Perm $ _ PROPERTY DAMAGE (Per accident) $ $ UABRELLAUAB EXCESS LIAR _ OCCUR CLAIMS-MADE EACH OCCURRENCE $ AGGREGATE DEDI I RETENTION$ $ $ A WORKERS COMPENSATION AND EMPLOYERW LYIBBJYY ANY PROPRIETORPARINSWPJt lfNH OFRCERIMEMENI EXCLUDED? (MmtaIoryIn NH) Eyes, desalbe Ranter DESCRIPTION OF OPERATIONS below N/A WC20140 1/1/2014 1/1/2015 WC BTATU• OTH• X I TORY UWE I I ER EL EACH ACCIDENT $1,000,000 $1.000,000 $1,000,000 EL DISEASE • EA EMPLOYEE E.L DISEASE- POLICY UMT DESCRIPTION OF OPERATIONS /LOCATIONS /VEHICLES (Attach ACORD 101, Additional Remade Saheiuo, Harare space Is required) EFFECTIVE 11/04/2013, COVERAGE IS FOR 100% OF THE EMPLOYEES OF FRANKCRUM LEASED TO LECHNER CONSTRUCTION MANAGEMENT LLC (CLIENT) FOR WHOM THE CLIENT IS REPORTING HOURS TO FRANKCRUM. COVERAGE IS NOT EXTENDED TO STATUTORY EMPLOYEES. RE: GENERAL CONTRACTOR CERTIFICATE HOLDER '°" t w." VILLAGE OF MIAMI SHORES 10050 N.E. 2ND AVENUE VILLAGE OF MIAMI SHORES, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE e ACORD name and logo are registered marks of ACORD ®1988 -2010 ACORD CORPORATION. All rights reserved. 1 RATIONAL ANALYSIS AND ENGINEERING DESIGN CALCULATIONS FLORI. A BUILDING C°1'DE 2010 PROPOSED INTERIOR RENOVATION FOR HARRIS RESIDENCE AT 1173 NORTHEAST 103RD STREET MIAMI SHORES, FL DATE: 01 -13-14 TABLES OF CONTENTS: 1. FOOTING PAGES: 1 2. STEM WALL PAGES 2 -5 3. CAP BUCKET DESIGN PAGES 6-7 ANATOLIA ENGINEERING SERVICES, INC. ASSUMES RESPONSIBILITY FOR BOTH MANUAL AND COMPUTER GENERATED CALCULATIONS. CARL G. FORBES - CONSULTING ENGINEER. CARL G. FORBES P.E. # 20699 C.A. # 000028792 555 SOUTH POMPANO PARKWAY POMPANO BEACH, FLORIDA 33069 TOTAL PAGES : 07 O °,,` G �, "1-%.:.<08.-...tSZvt--1: r 0,20 9 1 *= *Vi4.:C77— I:: o ' •..t t9• U S ,' *',l „S� 0 N A I- 0'4% Rev: 510300 General Footing Analysis & Design Description WF20 Page Loads V.V., VV., ‘V.V.MIMMV.VVRMVVVVVVVERVVV. VAM Applied Vertical Load... Dead Load Live Load Short Term Load Applied Moments... Dead Load Live Load Short Term Applied Shears... Dead Load Live Load Short Term Summary 0.550 k 0.917 k k Creates Rotation about Y -Y Axis (pressures @ left & right) k -ft k -ft k -ft Creates Rotation about Y -Y Axis (pressures @ left & right) k k k ...ecc along X -X Axis ...ecc along Y -Y Axis 0.000 in 0.000 in Creates Rotation about X -X Axis (pressures @ top & bot) k -ft k -ft k -ft Creates Rotation about X -X Axis (pressures @ top & bot) k k k 1.67ft x 4.00ft Footing, 1.67ft x 4.00ft Footing, Max Soil Pressure Allowable "X' Ecc, of Resultant "Y' Ecc, of Resultant X -X Min. Stability Ratio Y -Y Min. Stability Ratio 10.0in Thick, 10.0in Thick, DL +LL 340.4 2,000.0 0.000 in 0.000 in No Overturning No Overturning w/ Column Support 8.00 x 48.00in x 0.0in high w/ Column Suppo DL +LL +ST 340.4 psf Max Mu 2,660.0 psf Required Steel Area 0.000 in 0.000 in 1.500 :1 Shear Stresses.... 1 -Way 2 -Way Footing Design OK Actual Allowable 0.044 k -ft per ft 0.109 in2 per ft Vu 0.000 0.556 Vn * Phi 93.113 psi 186.226 psi Footing Design Shear Forces ACI 9-1 ACI 9 -2 ACI 9-3 Vn * Phi Two -Way Shear 0.00 psi 0.56 psi 0.16 psi 186.23 psi One -Way Shears... Vu @ Left 0.00 psi 0.00 psi 0.00 psi 93.11 psi Vu @ Right 0.00 psi 0.00 psi 0.00 psi 93.11 psi Vu @ Top 0.00 psi 0.00 psi 0.00 psi 93.11 psi Vu @ Bottom 0.00 psi 0.00 psi 0.00 psi 93.11 psi Moments ACI 9-1 ACI 9-2 ACI 9 -3 Ru / Phi Mu @ Left 0.04 k -ft 0.03 k -ft 0.01 k -ft 1.2 psi Mu @ Right 0.04 k -ft 0.03 k -ft 0.01 k -ft 1.2 psi Mu @ Top 0.00 k -ft 0.00 k -ft 0.00 k -ft 0.0 psi Mu @ Bottom 0.00 k -ft 0.00 k -ft 0.00 k -ft 0.0 psi As Rea'd 0.11 in2 per ft 0.11 in2 per ft 0.01 in2 per ft 0.01 in2 per ft Soil Pressure Summary Service Load Soil Pressures DL + LL DL + LL + ST Factored Load Soil Pressures ACI Eq. 9-1 ACI Eq. 9-2 ACI Eq. 9-3 Bottom - 340.44 340.44 517.80 388.35 182.85 Top -Rig 340.44 340.44 517.80 388.35 182.85 Bottom- Top -Lef 340.44 340.44 psf 340.44 340.44 psf 517.80 388.35 182.85 517.80 psf 388.35 psf 182.85 psf ACI Factors (per ACI, applied internally to entered loads) ACI 9-1 & 9-2 DL ACI 9-1 & 9-2 LL ACI 9-1 & 9-2 ST ....seismic = ST * : 1.400 1.700 1.700 1.100 ACI 9-2 Group Factor ACI 9-3 Dead Load Factor ACI 9 -3 Short Term Factor 0.750 0.900 1.300 UBC 1921.2.7 "1.4" Factor UBC 1921.2.7 "0.9" Factor 1.400 0.900 PROJECT : HARRIS RESIDENCE CLIENT : zone 5 JOB NO.: DATE : PAGE : 1 DESIGN BY : earl For 13/14 ' REVIEW BY : Carl Forbes Masonry Bearing Wall Design. INPUT DATA & DESIGN SUMMARY SPECIAL INSPECTION (0 =NO, 1 =YES ) TYPE OF MASONRY ( 1 =CMU, 2 =BRICK ) MASONRY STRENGTH REBAR YIELD STRESS SERVICE GRAVITY LOAD SERVICE LATERAL LOAD SERVICE PARAPET LOAD THICKNESS OF WALL PARAPET HEIGHT WALL HEIGHT ECCENTRICITY WALL VERT. REINF. (A8V) fa; = f„ P WI W2 t hp h e Yes CMU ksi ksi 1447 Ibs /ft = 52 plf / ft = 0 plf /ft 8 in 0 ft = 9 ft = 0 in wi plf /ft) W2 (plf /ft) Shear Moment Shear Moment # 5 @ 48 in o.c. [THE WALL DESIGN IS ADEQUATE.] Caution, Spacing > 32 in ANALYSIS REINF. AREA AT EACH SIDE As = EFFECTIVE DEPTH d = WIDTH OF SECTION by, = EFFECTIVE THICKNESS t8 = MASONRY ELASTICITY MODULUS Em = STEEL ELASTICITY MODULUS E, = THE ALLOWABLE STRESS DUE TO FLEXURE IS Fb = (SF)(0.33 f,,,) _ 495 psi THE DISTANCE FROM BOTTOM TO M, IS (h +hp)2 Pe 2h hyy, S =h +hp- THE GOVERNING SHEAR FORCES ARE 0.08 3.82 12.00 7.63 1350 29000 = 4.5 ft v1= (h +hp)2wt Pe 2h + h V2 =hwi —Vi V3 =hpW2 = 234 Ibs / ft 0 lbs/ft in2 in in in ksi ksi = 234 Ibs / ft DETERMINE THE REGION FOR FLEXURE AND AXIAL LOAD M< to Pd 6d 1. Wall is in compression and not cracked. REGION 1 APPLICABLE FOR (M2, P2) Pd �(2d 3) MODULAR RATIO n = P = ALLOWABLE STRESS FACTOR SF = THE NEUTRAL AXIS DEPTH FACTOR IS REINFORCEMENT RATIO k =. j2pn+(pn)2 — pn 21.48 0.0017 1.000 = 0.23576 THE ALLOWABLE REINF. STRESS DUE TO FLEXURE IS Fs = (1.33wind & seismic wry) (24000) _ 24000 psi THE GOVERNING MOMENTS AND AXIAL FORCES ARE = 527 ft-Ibs/ft 1837 Ibs / ft 2 Mf = 2w h2 [Pe+T(h f2 —h2p)1 f J p, = P +(wall weight) M2= 2 w2h p = 0 ft-lbs/ft P2 = P + (wall weight) 1447 Ibs /ft THE GOVERNING SHEAR STRESS IN MASONRY IS f- �(Vi , V2 , v3) v teb w = 2.56 psi M to Pd � 2d 3) 2. Wall is cracked but steel is in compression. 3. Wall is cracked and steel is in tension. REGION 3 APPLICABLE FOR (M1, P1) 2 (cont'd) CHECK REGION 1 CAPACITY Mm= bWt! CHECK REGION 2 CAPACITY z Mm - P 2 3b Fb CHECK REGION 3 CAPACITY 1064 ft-Ibs / ft > [Not applicable] 1106 ft-lbs / ft > M2 [Satisfactory] 552 ft-ft /ft > M1 [Not applicable] 440 ft -Ibs /ft > M2 [Not applicable] Mm = 2 bx Fbl to d— 2 ASFS { 783 ft -Ibs / ft 783 ft-Ibs / ft > M1 [Satisfactory] > M2 [Not applicable] THE ALLOWABLE SHEAR STRESS IS GIVEN BY FY = (SF) MIN ( f m , 50) = 38.73 psi > fv [Satisfactory] Techincal References: 1. "Masonry Designers' Guide, Third Edition" (MDG -3), The Masonry Society, 2001. 2. Alan Williams: "Structuiral Engineering Reference Manual ", Professional Publications, Inc, 2001. 5 PROJECT : HARRIS RESIDENCE CLIENT : zone 5 JOB NO. : PAGE : 1 DESIGN BY : earl Forbes REVIEW BY : Carl Forbes Masonry Bearing Wail Design INPUT DATA & DESIGN SUMMARY SPECIAL INSPECTION (0 =NO, 1 =YES ) TYPE OF MASONRY ( 1 =CMU, 2= BRICK) 1 fm = 1.5 f, = 60 P = 1889 W, = 52; MASONRY STRENGTH REBAR YIELD STRESS SERVICE GRAVITY LOAD SERVICE LATERAL LOAD SERVICE PARAPET LOAD THICKNESS OF WALL PARAPET HEIGHT WALL HEIGHT ECCENTRICITY WALL VERT. REINF. (A8V) W2 t = hp = h = Yes CMU ksi ksi Ibs /ft plf /ft plf / ft in ft e?l a. r w� (plf /ft) Shear Moment Shear Moment e = 0 in 1 # 5 @ 48 in o.c. Caution, Spacing > 32 in ANALYSIS REINF. AREA AT EACH SIDE EFFECTIVE DEPTH WIDTH OF SECTION EFFECTIVE THICKNESS MASONRY ELASTICITY MODULUS As d bw te Em STEEL ELASTICITY MODULUS Es = THE ALLOWABLE STRESS DUE TO FLEXURE IS F = (SF)(0.33 f,,,) _ 495 psi THE DISTANCE FROM BOTTOM TO M, IS [(h+hp)2 Pe S =h +hp 2h h wt THE GOVERNING SHEAR FORCES ARE 0.08 in2 5.82 in 12.00 in 11.63 in 1350 ksi 29000 ksi = 1.5 ft V�= (h +hp)2wi Pe 2h + h V2= hwi—VI V3 =hpW2 = 78 Ibs / ft 0 Ibs / ft 78 Ibs / ft DETERMINE THE REGION FOR FLEXURE AND AXIAL LOAD M < to Pd 6d 1. Wall is in compression and not cracked. REGION 1 APPLICABLE FOR (M1, P1) REGION 1 APPLICABLE FOR (M2, P2) M te_1 Pd 2d 3 [THE WALL DESIGN IS ADEQUATE.] MODULAR RATIO n = P = ALLOWABLE STRESS FACTOR SF = THE NEUTRAL AXIS DEPTH FACTOR IS REINFORCEMENT RATIO k= J2pn +(pn)2 —pn 21.48 0.0011 1.000 = 0.19588 THE ALLOWABLE REINF. STRESS DUE TO FLEXURE IS Fs = (1.33wind & seismic only) (24000= 24000 psi THE GOVERNING MOMENTS AND AXIAL FORCES ARE = 59 ft -Ibs/ft 2084 Ibs / ft 2 Mt = 2w h2 [Pe+Ilikh 1( 2 —h p)] � p,= P +wall weight) M2 = 2 w2hp 0 ft-Ibs/ft P2 = P +wall weight) 1889 Ibs / ft THE GOVERNING SHEAR STRESS IN MASONRY IS f - MAX(V1 V2 , V3) v tebw = 0.56 psi M > to __1) Pd 2d 3 2. Wall is cracked but steel is in compression. 3. Wall is cracked and steel is in tension. (cont'd) CHECK REGION 1 CAPACITY Mm= bWt! CHECK REGION 2 CAPACITY 2 Mm =Pte 2P = 2 3bwFb CHECK REGION 3 CAPACITY 1582 ft-lbs / ft > Mi [Satisfactory] 1614 ft -Ibs / ft > M2 [Satisfactory] 969 ft-ft /ft > M1 [Not applicable] 882 ft -ft /ft > M2 [Not applicable] Mm = NII1V — 2 b iikd F d- { 1532 ft -Ibs / ft 1532 ft -Ibs / ft > Mi [Not applicable] > M2 [Not applicable] THE ALLOWABLE SHEAR STRESS IS GIVEN BY Fv= (SF)MIAT(.fm , 50) 38.73 psi > f„ [Satisfactory] Techincal References: 1. "Masonry Designers' Guide, Third Edition" (MDG -3), The Masonry Society, 2001. 2. Alan Williams: "Structuiral Engineering Reference Manual ", Professional Publications, Inc, 2001. PROJECT: CAP PLATE A.) Design Values. ' Load from Hilo Table Bolt to be used: Hilti Kwik Bolt 3 (stainless steel) Size(D)= 3/4 inches (Diam.) Hole= 7/8 inches (Diam.) lm= 0.375 inches (Member thickness) Is= 0.25 inches (Side member thick.) Tension capacity= 3300 lbs Shear capacity= 1910 lbs Load Factor Cd= 1.3 lbs Tension capacity= 17160 lbs Shear capacity= 9932 lbs B.) Edge distance mukements for bolts: No of Bolts= 4 a.) Parallel to Grain: (1.5D)= 1 1/8 b.) Perpendicular to Grain: Loaded edge (4D)= 3 Unloaded edge (1.5D)= 1 1/8 inches inches inches inches inches C.) End distance reauiements for bolts:, ; BUILT N .� � Bu�LOI�O - � co a.) Perpendicular to Grain:(4D)= 3 b.) Parallel to Grain. Compression (4D)= 3 b.) Parallel to Grain. Tension (5D)= 3 3/4 inches WWI .. ' D.) Spacing reauiements for bolts in Rows: a.) Parallel to Grain: (4D)= 3 b.) Perpendicular to Grain:(3D)= 21/4 inches or required spacing for attached members. D.) Spacing requiements between Rows fo Bolts. .:- a.) Parallel to Grain: (1.5D)= 1 1/8 b.) Perpendicular to Grain: 110= 1/2 when IID <= 2 2.5D= 1 7/8 when 2 <I /D <6 (51 +100)18: 1.171875 when l/D > =6 5D= 3 3/4 inches inches inches inches inches Spacing between outer Rows of Bolts < 5" 9 5° ° 2 BUCKET SPECIFICATION: 9° 1 / � /0 0 I 0 0 0 STEEL 4° - ALL 3/4° DIAM. THRU BOLTS TO BE ASTM A325. - ALL 1/4° STEEL PLATES TO BE ASTM A36. - ALL OR BSPECRED MATERIALS ABOVE TO BE EQUAL - 1/4" FILLET WELD ALL AROUND FOR ALL PLATE CONNECTIONS. - ALL BOLT HOLES TO BE 7/8" DIAM. FOR 3/4" DIAM. BOLTS. COLUMN x 4° x 3/16" (4) 3/4" diameter anchorSTD. ASTM 307steel adequate ANCHOR BOLT DESIGN CALCULATION ACI- 318 -05 NDS 2005 AND 2007 PBC REQUIREMENTS PROJECT: HARRIS RESIDENCE A.) Check anchoring bolts with proposed layout. Bolt to be used: Size= hef(Embedment)= S(actual spacing)= Smin.= Scr.= C(actual edge diet.)= Load: Hilti Kwik Bolt II (Carbon Steel) 5/8 inches (Diem.) 1 5/8 inches 12 inches 1 5/8 inches 31/4 inches 2 inches B.) Anchor spacing Adjustment factor:(fa)= 0.95 C.) Edge distance adjustment factor - Tension(fRN)= 0.8 D.) Edge distance adjustment factor- Shera(fRV)= 0.9 E.) Recommended Working Load tension(Nrec)= 4560.00 F.) Recommended Working Load Shear(Vrec)= 8208 Actual Tension(Nd)= Actual Shear( Vd)= 2289 lbs 4083 lbs Allow.load in Tension= Allow.load in Shear= 3000 lbs 4800 lbs No. of Bolts= 2 G.) COMBINED LOADING: (Nd /Nrec} "5/3 + (VdNrec) "5/3 = 0.628 1.00 \. :.,Lw STEEL BRACKET w/ (2) 5/8' EXPANSION eoL.:r TO Ex. CONC. BEAM L AKEy.T DETAti... I(2) 5/8" diam. Sleeve anchor bolt with 4-3/4" embed.adequate Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) have been re = ned by to perform special inspector services under the Florida Buihiing Code at the mTN( / idc? C project on the below listed structures as of (date). t am a registered architect or professional ensineer licensed in the State of Florida. PROCESS NUMBERS: /2c— o SPECIAL INSPECTOR FOR PIUNG, FBC 18221.20 (R4404.6.1.20) o SPECIAL INSPECTOR FOR TRUSSES >35 LONG OR 8 HIGH 2319.17.2.4.2 (R4409.6.17.2.42) o SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 (R44O7.5.4) rrr SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 22182 (R4408.522) o __SPECIAL SPECIAL INSPECTOR FOR SOIL COO,M'ACTION, FBC 182}.31(R4404.4.3.1) o Z'' SPECIAL INSPECTOR FOR P 51'i"vC( A'( ,4 E � /j3L £A-. J 48,E 12) Note: Only the marked boxes apply. The fi 'rx,I s employed by this firm or me are authorized representatives to perform inspection 1. 3. 4. *Special Inspectors utihang authorized representatives shall insure the authorized representative is qualified by education or unsure to perform the dotes assigned by the Special Inspector. The qualifications shag include ticensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation fruit' an architectural education program; successful completion of the NCEES Fundamental Examination; or registration as building inspector or general contractor. I, (we) will notify tt arri Shores Village Building Department of any changes regards authorized personnel performing inspection services. I, (we) understand that a Special Inspector inspection tog for each bugling must be hayed in a convenient location on the site for reference by the Maui Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Burg Code, must be performed by the County. The Village budding inspections must be caged for on ati mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Departrrient. Further, upon completion of the wort' under each Building Remit I will submit to the Bugg Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. Signeptnif -' led Engineed Name DATE O/- 134S/' Created on 6/10/2009 PROM Address .ii r.T J tv ,1104- ,it/ 6 `X42 now No gig / 7`1—rrd LECHNER CONSTRUCTION MANAGEMENT LLC 4076 SILVER PALM DRIVE, VERO BEACH, FLORIDA, 32963 TEL: 772 643 4513 FAX: 772 563 -0626 CGC060983 Alterations ter Brett Harris 1173 NE 103 ST. MIAMI SHORES FL, To whom it may concern, The following work has taken place at the residence listed above. Demo of center wall in house and fire place, re support new opening of 16ft wide and 8ft high Remove and replace kitchen with new cabinets, counter tops. Update the HVAC System remove and replace plumbing fixtures in both bathrooms update hot water heater Also the Electrical has been updated throughout including the panel, all outlets and switches have been brought to code. As well as painting the interior and exterior MATERIALS $15,000 LABOR $10,000 The estimated cost of the job is $25,000.00 ner NS D GENERAL CONTRACTOR Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 211066 Scheduled Inspection Date: May 29, 2014 Inspector: Rodriguez, Jorge Permit Number: RC -11 -13 -2533 Owner: HARRIS, BRETT Job Address: 1173 NE 103 Street Miami Shores, FL 33138 -2651 Project <NONE> Contractor: LECHNER CONSTRUCTION MANAGEMENT LLC Permit Type: Residential Construction Inspection Type: Final Work Classification: Alteration Phone Number (305)764 -9401 Parcel Number 1122320310070 Phone: (30)596 -5047 Building Department Comments DEMO INTERIOR WALL BY KITCHEN TO OPEN UP AREA WITH NEW DRY WALL OPEN UP NEW LIVING AREA AS PER PLANS TO SUPPORT OPENING W/2X2X12 S Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 202740. NEED RECORD OF INSPECTIONS May 28, 2014 For Inspections please call: (305)762 -4949 Page 13 of 32