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MC-08-1443Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: I NS P- 155383 Permit Number: MC -8 -08 -1443 Inspection Date: January 31, 2011 Inspector: Perez, JanPierre Owner: PEREZ, DANIEL Job Address: 354 NE 91 Street Miami Shores, FL Project: <NONE> Contractor: BARNES HI -TECH HEATING AND COOLING Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: Repair Phone Number Parcel Number 1132060190220 Phone: (954)720 -5411 Building Department Comments REPAIR OF SECTIONS OF DUCTWORK FOR EXISTING NC SYSTEM q-.....1, v3Ltt( Passed Inspector Comments CREATED AS REINSPECTION FOR INSP- 149916. CREATED AS REINSPECTION FOR INSP- 149662. need metal pipe jpp lady sick will call back jpp Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 January 31, 2011 Page 1 of 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type: Mechanical Owner's Name (Fee Simple Titleholder) Owner's Address City p.,t urviQ Tenant/Lessee Name Permit No. stet Permit No. 1\04et,, State �- Phone # cL5q 310 Zip Phone # E- MAIL: AM I p . p61 7,„..4t 0, 6 ,,,p•44,A1 .9 .C_C1'4 Job Address (where the work is being done) City Miami Shores Village County Miami -Dade FOLIO /PARCEL# % 0 3 10 (o q Zip ;3 E Is Building Historically De4nated YES NO Contractor's Company Name EAR. P -7E6. Phone # %)-Q ' , Contractor's Address 7 ,51-/ jam/ % /cai 6'- 1 City Np 7 r 4 9 7U7 /t State ° Zip 3347 Kg I7( Phone# - 7,320 // Certificate of Competency No. Qualifier Name��" State Certificate or Registration No. 64C y /R''J 0g E- MAIL:hh f a / t��r��� ��e.4 Architect /Engineer's Name (if appl cable) Phone # Value of Work For this Permit $ 5C0 Type of Work: ['Addition ❑Alteration Describe Work: Sec, -} t • . > . Square / Linear Footage Of Work: /6-6 / ['New ❑-'Repair /Replace ❑ Demolition • w xxx xxxx xx w****** Submittal Fee $ Notary $ Scanning $3-00 Bond $ Structural Review. $ xxxxzxxxxx*rxx Ce xx4exxx'x * eYxxxxxx9rxxxxxx ********a: ****uxxxx CCF $ /` 2,0 CO /CC 0 • ►0 Technology Fee $ 2 SCE Permit Fee $, T aining /Education Fee $ Radon $ DPBR $ jigi r LAG Zoning $ Total Fee Now Due $ 1 0140 See Reverse side -a Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Ivlottgagge Fender's Nary if applicable) `•.M `tgage tiendI s2Addije% City State Gip 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. 1 understand that a separate permit must be secured for ELECTRICAL 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 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) d, s after the building permit is issued In the, absence of such posted notice, the inspection will not be approv, • ec n fee ill be charged Signature er or Agent cy The foregoing instrument was acknowledged before me this 21 day of one - , 2018, by TU nie1 E. Perez who i personally know to me or who has produced • As identification and who did take an oath. NOTARY PUBLIC: Sign: C\ Print: My Commission Expires: .1. ;Zy P1% Carmen Rodriguez- Altieri : -.,::-.Commission #01)467246 iii I o Expires: AUG. 30, 2009 • 4zit*** **xxx *xxxaet****** **kxxxx °444a **www,ANNWeid Gem— ,xxxxx k4:xxxafic 6,2 The foregoing instrument was acknowledged before me this 1 day of 2t-3 , 20 , bya -rt. )cY /g�' 5' who is p.. sonally know';me or who has produced as identification and who did take an (oath. NOTARY PUBLIC: Sign Print: zezi, 4. My Commission EIS APPLICATION APPROVED BY: (Revised 02/08/06) Cor i id' VATIANUMIND Plans Examiner Engineer Zoning o ,1" BARNES Ft TECH HEATING ING & COOLING G QFF_..95. 020 -5411 1877 -266 -5229 gpc.954 _72va371 1sc.cAC1$14096.=NSu CONTRACTOR AGREEMENT l zoos by andbc�twi� THIS AGREEMENT made { day of ' hereinafter caned the Contractor and 131►liNF ' H ►:1'.CH iri�',Atl►t7lldirTG INC , , hctcintstttx called the Owner. for the consideration names 85 follows: esseth, that the Contractor and the Uwncr Article I Scope of the Work all of the work shown on Article 6 The Contactor shall furnish all of the materials and per hereto he w ak s own nn to work to be performed on described in the Specifications entitled Article 6 of the contract as annexed Pra'Fcrty al 5-ib'ed air �.�fe B ADDRESS Article ,2. e nse of Completion on or bef , 20 8' and shat! be The walk to be performed unde rthis Contract shall be commenced following constitutes 20 . 'Time is of the essence. substantially carhpleted on or before 5411* .�� �l and contract substantial comflneneement of work pursuant to this propose Article 3. The Contract Price under Contract the sum of The Owner shall pay ihx Contactor' for the vv& to 0 4" ) subject to additions and �j'A!G Ohl ���'� Deductions pursuant to authorized change orders. Article 4. Progress Payments � �'t „ 50% LJP'ON AC�C(I- 33TANC,!3 1 ) //y �! /�( /j� ° 4t1 �O At 01i PROORESSI .S �! 'rf /Pa' V 10% UPON t„ OMPI.L• TION �* it Miele 5. General Previsions including not limited to any such alterations of Any alteration or deviation from the above s deviation involving additional material and/or costs, will written order for same, signed by Owner and Contac tor, and if there i any change attention deviation, the additional charge will be added to the contract prig; of this contract e� west an the job tolll such time as all paymetns due If permit is not made when due, Contractor may � 30 days from the tae dine of the have been mac. A failure to matte payments fora period in excess of payment shad be deemed a material breach of this contrast in addition, the following general provisions apply: with all building codas and other 1. All work shall he completed in a workman -like manner and in compliamx applicable laws. i 2. The contractor shall furnish a description of the work to be done and the equipment to he installed, and the 3. To consideration for the worker by individuals duly licensed and sutlsarivecl by law o the extent required by law all work shall be performed perform said work. work hereunder, provided Contractor shall Contractile may at its discretion engage sub- contractors to pew completion on on this e fully pay said. sub-contractor and in all instances remain responsible for the proper ` 0 contract releases or waivers of ilea for all work performed or materials Contractor shall furnish Owner odic cut shall be dire. Provided at the time the next periodic � and Contractor, and strati be incorporated in, All change orders shall he in writing and signed both by Owner and become part of the convect. to its employees and others incurring lass or injury as a insured for injuryy 7. result of warrants it !s Convector 'employ or sub-contractors. result of the acts of C ultraet ntraCt to he S. i` Contractor shall obtain all mechanical permits necessary work 7544 W Me Nab RD. Bay No Cl North Lauderdale F 33068 t9 BARNES HI—TECH HEATING & COOLING OFF. 954-720-5411 1077-260-5229 FAX 954-720-7371 LIC,C4C180008.visuRED 9. Cunha Itor agrees to remove all debris and Rave premises in broom el= condition. 10. In the Ovid Owner shall fail to pay any periodic or installment payment due hereunder, Contractor may cease work v4thout breach pending payment or resolution of any dispute. 11, All disputes hereunder shall be resolved by binding arbitration in accordance with the rule attic American Arbitration Association. 12. Contraetor shall not be liable for any delay dun to circumstances beyond its control including strikes, casualty or general unavailability or matetials. 13. Contractor warrant; all work for a paiod of 30 days following completion. Arti 6. Additional Terms cer, 4? .r Signed thin / day of -Ti-to ly Signed in the practice of \\Nrs\ Witness --DAVk Name of Owner -,/ -7— 73 5 it9 14y: Phone; Fax: z ebva 4471,4,, carmen Rodriguez-Mieri 661 %,:zdornmission #DD46724-6 ."• • ..40;4f.iFF'xpires: AUG. 30, 2009 WWW.AARONNOTARY.corr HARM HI-TECH HEATING & COOLING .:1 BY: 7/i/aff Contactor or company rep. 7544 W. MCNAR NAV C-1 Steer Address NORTH LAUDERDALE., Ft, 330.5 City/State/Zip °Mee: 954-720-5411 Far 954-720-7371 CAC 111114008. INSURED Contractor's Licenser No. 7544 W Me Nab RD. Bay No Cl North Lauderdale Fl 33068 ILEL-0L-056 SHUTS CE:ZI NOVO JAY 07- 28 -'11 07 :13 FROM- T -275 P0002/0007 F -864 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 162448 Scheduled Inspection Date: July 27, 2011 Inspector: Hernandez, Rafael 'Owner: PEREZ, DANIEL Job Address: 354 NE 91 Street Miami Shores, FL Project: <NONE> Contractor: DOUGLAS ORR PLUMBING INC 0Yr.- Permit Number: PL -7 -08 -1243 Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060190220 Phone: 305 /887 -1687 Building Department Comments REPLACEMENT OF EXISTING BATHROOM FIXTURES AND KITCHEN SINK. 1 BATH TUB, WATER CLOSET, LAVATORY, KTCHEN SINK. NOT A BATHROOM REMODELING. ONLY CHANGE OF FIXTURES ALLOWED. Passed Failed Correction Needed Re- Inspection Fee 0 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP - 136591. CREATED AS REINSPECTION FOR INSP - 89459. PARTIAL no access gee, ci tie % G July 26, 2011 For Inspections please call: (305)762 -4949 Page 22 of 30 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type: Plumbing Owner's Name (Fee Simple Titleholder) Da.mi e Pe.re_2- Phone # 454 _C6 t7.- 13O Owner's Address 35.4 fj i a 1 &1'r .�' City to.. 1 5k 5 State t�1 Zip S3tice JUL IRECEPVIE 0 6 MOO Is, Permit No. PLU 0 -45 aster Permit No. Tenant/Lessee Name Phone # E -MAIL: Awl iei ���t , ?e.v._2- c O•v+ It )1. C C Job Address (where the work is being done) 55 -1 !a.Y e RI 5-1-1-4-e.-1° City Miami Shores Village County Miami -Dade FOLIO / PARCEL # ' 15 2.(:),()Q C32..L -0 Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address Zip 33 rg 060C..A, i ii;iZ Pll.l kt3t2"c ,%'a. J "Phone # / City PA f ^2m pit State Fri Zip 3_1/ 4= 9� Qualifier Name Phone # State Certificate or Registration No. s Of 74. (L,-f y Certificate of Competency No. C / W& 3 E-MAIL: a ✓`i h /91 -t) Ai 3, Architect/Engineer's Name (if applicable) e-)1 Phone # Value of Work For this Permit $ fci Square / Linear Footage Of Work: j '© %i Type of Work: ❑Addition DAlteration DNew pair /Replace ❑ Demolition Describe Work: R4..4)1040.--- t_Xt(S4a%°t.e1 boatirtical ,Qe.4"tlres 1•°1 1< 4712 kJ) , 0) Li- '/'re. -ai se (1) ** * * * * * * * * ****** *** YaYaYaYaY****k******* ***Fees******* *xe************a' ****** ***xok**** ******* Submittal Fee $ Permit Fee $ Notary $ Training /Education Fee $ Scanning $ Ra¢ot Bond $ Cd Enforc nt 1 Double Fee $ DPBR $ CCF $ CO /CC Technology Fee $. Zoning $ Structural Review. $ AM 1 ,` ( »L1 MIAMI SHORES VILLAGE Total Fee Now Due $ See Reverse side. -> Bonding Company's Name_(if_app.licable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) t�' /;:`4- 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 aft 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: [ 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 app , ed a :. a einsp - ton ee will be charged. Signature Owner or gent The foregoing instrument was acknowledged before me this 477,1 Signature Contractor �� (� The foregoing instrument was acknowledged before me this . day of 0 20 or, by T thi I E. Pere, , day I -'� , Y of , 20 d�', by who :^ sonally known ` ' who is personally known tome Or who has produced as identification and who did take an oath. t me or ;rho -ha produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: IS► au • t • riIuez- Altien �•0e • .. •. B`o� 246 1 ' rw IIII zcExpiresommissions#DD46.. � 7 ° My Commission Expires: '�. �dRONNo tcom „sr ° www. A� &xxa: zdcxxzac aY aY tc tcxxK xKK xK *,tW x x xxx xxx APPLICATION APPROVED BY: SA x NOTARY PUBLIC: Sign: it Print: j, Nptsr.LP My Commi �i' xx KxKKxKKtele* '%XX • xtczx 1i Commission # DD 730824 ded Through National Notary Assn. (Revised 02/08/06) flans Examiner Engineer Zoning Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -88822 Permit Number: RC -7 -08 -1197 Scheduled Inspection Date: July 26, 2011 Inspector: Bruhn, Norman Owner: PEREZ, DANIEL Job Address: 354 NE 91 Street Miami Shores, FL Project: <NONE> Contractor: PEREZ & CO LLC Permit Type: Residential Construction Inspection Type: Final Work Classification: Kitchen Cabinets Phone Number Parcel Number 1132060190220 Phone: (594)817 -7390 Building Department Comments REPLACE BATHROOM FIXTURES& TILE, REPLACE KITCHEN CABINETS, REINFORCE BEAM AT CENTER OF THE HOUSE. Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. July 25, 2011 For Inspections please call: (305)762 -4949 Page 24 of 24 9 Miami Shores Village Building Department ':, <<5O NE:2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date BUILDING CRITIQUE SHEET r0 ,4411e eta iziee cTv f���. e �,� <— (��0- r © ii-vr, .ue ci,��r t. p/'rn Cap .Z c' 6 cz ,rc1 P2 i49 %/(' ®- c ] ,Wrra elaas Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 1430 /5 r4 cc' ir--& fz,s Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Per-mit No. I46 ' —7/ ft Job Name,? ELECTRICAL CRITIQUE SHEET & 2D idfr-' 0(9- 19? # y p 6? — h477 '6= (.4-)-.0 e r e * 77, y/ 6 lc zit r i-H7 ei W w,e1- lg•t;Y: e_ 624- r .1°2 Ae QJ6YT A dr i.,404 0- tl It2fr". "St Re- 4? ?,,, ei A y Art P6 7-- it / ,e7ace-- /17.1 „k,-ii .09j A eet 9. 6 e9_ 5; effel/ P - :744, ePAP Miami Shores Village Building bepartment 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. eg - 11 R 7 Job Name tie/ ^e3 Date 7/t/®8' hrIx STRUCTURAL CRITIQUE SHEET ✓ r,h re eqo � di airs 4h 5 � n 66 4P14 #15 / Gheac frhe ca Ie. /4/rel ia5 ,4�f�i/ Grp ii ssfvrei Chen,j3els ,,%//,/ be mil de Cx151-. 7;0, '-trig al ^ r'i5 pe /p ep7 d1T4 far- f© /%e pap-e4--• oh /eive / /1, On en i 5f , � ,1, /e "C / l j b U f e x is >` 5_ 71i1/4 170/1,1f-10i ]fie /i1 e , A' _ S-6 ? Cletril, p.A4/ ree c v won, i mil© no /,e re t'tit-w era $h OP/iti ear ry a eh 5/de # 4'necti b .eakve e,(1-1/1/ ChAnne/f ar,c �u //, AIWA /led 07/15/2008 10:50 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES Ij001 *** TX REPORT xe*xs * ** * *** **** * *** *** *** TRANSMISSION OK TX /RX NO 2337 RECIPIENT ADDRESS 918006096408 DESTINATION ID ST. TIME 07/15 10:47 TIME USE 02'35 PAGES SENT 3 RESULT OK Miami Shores Village Building Department F00.50 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name .e,te Date 6- 1117 BUILDING CRITIQUE SHEET 4t .4 /(e &D` U -/e. a_,C Ade // �4 � ff -0u1 kg. 112010 ' -661- vimfavoL - Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circl ECEDV= E ' JUL 0120 Roofmg Permit No. LMT - It d aster Permit No. Owner's Name (Fee Simple Titleholder) 'D t c Phone # 511 ° Owner's Address S-q 3J � o City M .r a 5)1.Q ? State FL– Tenant/Lessee Name Zip S��?' Phone # Job Address (where the work is being done) 35L1 N E cl, 4 5 City Miami Shores Village County Miami -Dade Zip '� 3 1', FOLIO / PARCEL # H i 3 2-0(;_-,0 14e Z a.G Is Building Historically, Designated YES Contractor's Company Name P (j .e L L C Phone # e 4 6 7° 9 Contractor's Address 3%7 ,wr et .7 d m- 0 tL City Ao—c.t v State F Zip cgO Qualifier Name E Phone # °t , d 7--7 't `) State Certificate or Registration No.(( 7( 7 Certificate of Competency No. NO Architect/Engineer's Name (if applicable) • 0 H P l ezwee- G Ntv Phone # 5 ° °° 1 � 11 Ca!u 60 LTlJ c ILL' Value of Work For this Permit $ /Of 000 Type of Work: ['Addition Describe Work: ['Alteration Square / Linear Footage Of Work: 0 1 ['New 4 -- EJ Repair/Replace ❑ Demolition :r�� a° �, •b a ` 5' !�-.sr �tr- * * * * *.x:x** ** ****** ********** ************ Fees*** ************** *** rr�x,,�x,,****�:�:�: *�x�x:x ****** * **** CCF $ VC' 00 CO /CC Technology Fee $ I ' Sa Submittal Fee $ Permit Fee $ Notary $ 5'00 Training/Education Fee $ Scanning $ 1,6'60 Radon $ 300 Bond $ Code Enforcement $ Structural Review. $ Q6)' " 0c) DPBR $ Zoning $ Double Fee $ N.:3 Z 0(117,7 MAW SHORES V LAGE Now Due $ 41'50 See Reverse side - Bonding Company's Nam.' Bonding Company's Addy. City Mortgage Lender's Name ( E Mortgage Lender's Address City Application is hereby made to commenced prior to the issu construction in this jurisdiction WELLS, POOLS, FURNACES OWNER'S AFFIDAVIT: I c applicable laws regulating cons "WARNING TO OWNER: ' PAYING TWICE FOR IMM CONSULT WITH YOU COMMENCEMENT." Notice to Applicant: As a co promise in good faith that a co whose property is subject to att for the first inspection which of inspection will not be approved and a reinspe Signature 1, n has lating IGNS, ith all OUR ING, OF t must erson b site ing permit is zssued. In The absence or sucn postea nonce, the ee will be charged. Owner or Ag t —7t ► t A � The foregoing instrument was acknowledged before me this Z 1 day of -.3l,rl-i 0 0$, by role . PAZ who i rsonally known me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: o ° ° ° °�Y:po'�. Carmen Rodriguez - Altieri t?�`• a .` ; ;„ i V iCommission #llll4b7246 :3',774.`.. /Expires: AUG. 30, 2009 My Commission Expires:4,0cl , 20 1 * k*sksksk*oks k**nksk*ak* nkakskak =k**ok**=k=k**ok%li woh: ** 3 �? SBA* 9k***ak*> k*sk******ak >k****sksk* sak***** ***> k***-k********'ksksk** Signature '''''p.,' o tractor 4 ��:.. � .,, Sandra , '%ageZ The foreg��g� edged before me this day of________ i :JUN. y2012 OTAW com who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: ' \0. 'Z" Print: �cc:* ' CO +C e z.. APPLICATION APPROVED BY: (Revised 07/10/07) t� 1 /771 /C L.L F Plans Examiner ?)4 o Engineer l� r� Zoning N Z Z 1�Z'J NICAL `- 'RICAL4 ill le M44 7;61, /z. -z /c :TURAL Gi 3MITAL DATES: Mot _ ICo 1 W Z IMPACT FEES -n 0 0 m BERM 47 inspection will not be approved and a reinspe Signature 1, n has lating IGNS, ith all OUR ING, OF t must erson b site ing permit is zssued. In The absence or sucn postea nonce, the ee will be charged. Owner or Ag t —7t ► t A � The foregoing instrument was acknowledged before me this Z 1 day of -.3l,rl-i 0 0$, by role . PAZ who i rsonally known me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: o ° ° ° °�Y:po'�. Carmen Rodriguez - Altieri t?�`• a .` ; ;„ i V iCommission #llll4b7246 :3',774.`.. /Expires: AUG. 30, 2009 My Commission Expires:4,0cl , 20 1 * k*sksksk*oks k**nksk*ak* nkakskak =k**ok**=k=k**ok%li woh: ** 3 �? SBA* 9k***ak*> k*sk******ak >k****sksk* sak***** ***> k***-k********'ksksk** Signature '''''p.,' o tractor 4 ��:.. � .,, Sandra , '%ageZ The foreg��g� edged before me this day of________ i :JUN. y2012 OTAW com who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: ' \0. 'Z" Print: �cc:* ' CO +C e z.. APPLICATION APPROVED BY: (Revised 07/10/07) t� 1 /771 /C L.L F Plans Examiner ?)4 o Engineer l� r� Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOUO NO. i f "3 2.ch ®L9 0°22.0 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following informatlon is provided in this Notice of Commencement. 1111111 MIEN 1111111111 Mil NUM CFN 2008R082289,6 OR Bk 26502 Ps 0827; (113s) RECORDED 07/30/2008 11:43:13 HARVEY RUVIWr CLERK OF COURT MIAMI-DADE COUNTY, FLORIDA LAST PAGE 1. Legal description of property and street/address: el Pee 4 cui PP, q -- Len Lek} } fit.. W Y2 y �. •. 5 ate .0 2. Description of improvement: rs-t tZem.ctoet tr 3. Owner(s) name and address: O t .1. fa PF.)Z.t<r.�_ CAP-,vii R Dp.& v@z. 0O tk. L 3 Sr Interest in property: Ow Ft6 Name and address of fee simple titleholder: 4. Contractor's name and address: PtQ.e 2_ 11..C. 6 4 L 3 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: JQ I A Amount of bond $ 6.. Lender's name and address: AJ !A 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: t-at., N 1 A Ow &I 2. 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: Ni* 1A 9. Expirati differen •igLILL,f this No 4i/' of Commencement: (the expiration date is 1 year from the date of recording unless a Print Owner's Name DPW 1,EL k.. sworn to and subscribed before me this Z. day of TV L'( 20 Q Notary `'; ..4 Sandra P. Lopez No Public �.�� iro, s Print Notary's Name t ComossON #DD799313 My commission expires: "'' 'et �tb' JUN. 22?012 94 -960 WWW.AARONNOTARCwm STATE OF FLORIDA. COUNT OF DADE I HEREBY CERTIFY that this is oboe copy of the orngm4Yfy�iled in this office on 774 day of scal r / __ , A D 20 O il DYITNI SS m hand • d Otfi.iat Seal. JARV VI', % , f Circuit a . Cou . Courts By P7 D:C. Prepared by e n LAD Z Address: 4n00 Lit-0c•4C,Nce h 4ift tie "3 ;,o \ct. o5 C 3aoz/ G2 Consulting Group,Inc. //97 ROBERT T. GARCIA, P. ••• • •:• 9725 SW 4 th TERR., Miami, f l6 origla 3;31{; ; • PH (786)2940032, Fax (78$)2930052:: . :. Lic # 51370,CA 25882 BY: RG DATE:6 /25/08 CHECK BY:RG DATE:6 /25/08 • • • • • • • • • • • • • • • • • • • • • • • • • • ensb ••• SHEST No.1OF19 a JOB #:2001 • •• ••• •• • • • • •• • • • • • • ••• •• 7 24/6 f CALCULATI LE SHEET Job Name :BATH ROOM & KITCHEN REMODEL Client : 354 NE 91th STREET MIAMI SHORES, FL 33138 Job Type : RESIDENTIAL Building Code :.F.B.C.- 2004 - Edition Building Dept : CITY OF MIAMI SHORES The undersigned hereby certifies that the enclosed structural calculations were prepared either by myself or under my direct supervision. For the computer runs, if any, input was prepared and the output data analyzed and interpreted in the same manner prior preparation of the construction documents. Therefore, 1 accept professional responsibility for my interpretation of any computer outputs. G2 Consulting Group, Inc. ROBERT T. GARCIA, P.E 9725 S.W. 4 th TERR. Miami, FL 33174 LIC# 51370, CA 25882 Phone/Fax: (786) 294-0032 WIND LOADS SCE7 -02 EXPOSURE :C • • ... • • • ••• • • • • • • • • ob: DANIEL Res :',•: • .• 2. of : •: • SIteet+Io: • • • • • • • (Salo. by: FrIG Date:06/27 /08 Checked by :RG Date:06/27 /08 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Roof angle: (7Deg.) < g < =(tf deb) • •• Roof angle: slope := 12 V := 146 mph Importance Factor I := 1.00 Topographic Factor Kzt := 1.0 Velocity pressure Exposure Kz := if (h < 15ft), • • • • • • • • • • • • • •• • • • • • ••• •. • • • • •• • • • • • ••• •• 0 := atan(slope) 0 = 14.036 deg Mean hight h := 15ft 2 h a ft 2.01 • Z g Wind Directionality Factor Kd := 1.0 Basic Velocity Pressure qh := [0.00256•Kz•Kzt•Kd•(V)2•d•psf qh = 46.32psf Kz = 0.85 d G2 Consulting Group, Inc. ROBERT T. GARCIA, P.E 9725 S.W. 4 th TERR. Miami, FL 33174 LIC# 51370, CA 25882 Phone /Fax: (786) 294-0032 Trusses & Girders over 15 ft Iona. Alga= 50.7ft 2 zone : 1 Gcp := -1.0 + 0.100.1og 111 ft2 P 1 t := gh•[Gcp — (— Gcpi)] + 10psf zone :2 Gcp := -2.2 + 0.5.1og 14.g - ft2 Gcp = —0.829 Alg:= 50.7ft2 P2t := qh. [Gcp — (— Gcpi)] + 10psf • ••• • • • ••• • • ' • ' ' • •' • • Vol): DANIEL Res • • • ' • . • • • • • • • • SlieetyVo: 3 of • • • • • • • • • • Oalc. by: 414C3 Date:08/27 /08 Checked by :f_t_Q Date:06 /27/08 • • • • • • . • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • .. . . . .. ... • • Gcpi :=6-4.311. • • •• •• •• • •• • • • • • ••• •• • • • • • • • • • 'Pit = — 36.763 psf j (net wind pressure) Gcp = —1.347 Gcpi := —0.18 P2t = — 60.758 psf net wind pressure G2 Consulting Group, Inc. ROBERT T. GARCIA, P.E 9725 S.W. 4 th TERR. Miami, FL 33174 LIC# 51370, CA 25882 Phone/Fax: (786) 294 -0032 Design steel channel for the existing tie.bm at Section 1/S -2 • • ..• • • • .•• • • . • •35b: Daniel P rez RES • • • • • • • Sleet: go: of • • • • • • Oslo. I y: SRO Date:06/25/08 Check by :RG Date:06 /25/08 • ... • • • •.•• .. • • • • • • • • • • • • • ..• • • • • • • • • • • • • • • • • • • • • •.• • • .. • . . 1-«— t8.67tt. • • Try channel MC1O4c2r • • • • • • • • • • •• • • • • • ••• •• w := 30psf• 13.875ft + 30psf• 13.875ft + 1 50pcf•8in • 12in + 100pIf w = 1.032 x 103 ft Ibf 1. Bending Moment w•L2 M :- 8 M = 4.499 x 104 Ibf •ft 2. Section modulus. M S.req := fb S.req = 24.993 in3 fb := 0.6•Fy Fy := 36ksi Sprov := 2•(20.5in3) Control := if(S.req 5 Sprov, "ok" , "no good ") (Control '= "ok" G2 Consulting Group, Inc. ROBERT T. GARCIA, P.E 9725 S.W. 4 th TERR. Miami, FL 33174 LIC# 51370, CA 25882 Phone/Fax: (786) 294-0032 1.Calculate Shear Stress on Channel v.= Ad, V:= w'2 V = 9.638 kips v = 3.084 x 103 psi Fv:= 0.4•Fy Fv = 1.44 x 104 psi ■ > v ok! 2. Check thru bolts in dbl shear A307 V = 9.638 kips Allowable dbl shear Vds := Fv.s.Ab'2.nb Vds = 12.272 ki . > V ok! • . ••• • • .. • • • • • • • • • • • • • ... • . • • • • • • ••. ••• .• • • • • • • ••• • • Jib: baniei2orez RES SIeetTlo• S of • • Calc. I?y:R2_Date:06/25 /08 Check by :RG Date:06/25/08 • •. • • • • •. • • • • • • •. • • • • • • • • • • • • • • • • • • • • ..• • • h := 10in t := 16 —in •• ••• •• A.ch = h •t • • • .. • • • • ••• •• • Ach= 3.125in2 • Fv.s := l Oksi Ab := .3068in2 3 Check bearing capacity of a bolt on Steel Channel Fb := 0.9•Fy Fb = 3.24 x 104 psi V fb := AB fb = 1:234 x AB:= t- .625in•2•nb AB = 0.781 in2 04 psi • < Fb, ok! 5 DIAM .MB 8 nb 2 number of bolts nb := 2 number of bolts mote : used', 2 -5/8" diam. bolts thru A -307 thru exist. bm at ea end, balance 12" apart G2 Consulting Group, Inc. ROBERT T. GARCIA, P.E 9725 S.W. 4 th TERR. Miami, FL 33174 LIC# 51370, CA 25882 Phone/Fax: (786) 294-0032 Check bolts Bearing on Concrete FB:= ABC Fg = 1.011 x 103 psi V • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • ° • • • • JQb: Baniel Perez RES • • • • • • • Sheet'lo: Cy of • • "' ° Cale. by:1t Date:06 /25/08 Check by :RG Date:06/25 /08 • ••• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • : ; : • : urbe ef•bolts ABC:= .625in•7.625in•nb • ABC = 9.531 in2 fy:= 0.35•FC' fy = 1.05 x 103 psi control := if(fv >_ Fg, "ok" , "nogood") control = "ok" 5. Check deflection L 240 A = 0.934in 5•w•L4 384•E•I 6 = 0.472 in (. < A )ok! E = 29000ksi • • • • • • •• • • • • • ••• •• Fc' := 3000psi I := 103in4.2 I = 206 in4 G2 Consulting Group, Inc. ROBERT T. GARCIA, P.E 9725 S.W. 4 th TERR. Miami, FL 33174 LIC# 51370, CA 25882 Phone/Fax: (786) 294 -0032 Design steel channel top weld connection 1 at Section B /S -1 Fw := 70ksi Welding material strength tplate 0.5in. Thickness of plate 6 •w := O.3• Fw Allowable stress of weld P := 5.74kips Uplift Force Lw Length of weld 2 Calculate area of weld 0 := 45deg Aw:= 2•sin(9)•tplate 3 Calculate required length of weld P Lw. Aw•6.w Lw, = 0.387 in Note :use 10" Tong weld 4 Check welding strength P Lwprov 1Oin tactual. Lwprov •Aw a actual. = 811.759 psi 5. check length of weld Check := if(Lw. < Lwprov, "ok" , "nogood") Check = "ok" • • ••• •• •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • •Jpb: tlanlelZerez Res • •; ; SI•pet tlo: / of • • Oelc. by: le Date:08/25 /08 Check by :RG Date:06/25 /08 ••• • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • ••• • • •• _ • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• actual length of weld provided • • ••• • • • ••• •• •• • • • • • •• •• G2 Consulting Group, Inc. • • • • • • • Job: banielPerezRES. Robert T. Garcia, P.E • • • • • Sheat. . of 9725 S.W. 4 th TERR. • • "' ' Cat by:RQ' Date:08/26 /08 Miami, FL 33174 Checked by:RGDate:06/26/08 LIC# 51370, CA 25882 Check Stability of ftg Gravity 9.64Ki Calculate Size of ftg Soil bearing capacity Pg := — Aft€ Pg Aftg: 6 a := 1500psf Aftg = 6.427 fit Aftg = 2.535 ft uplift = 5.74K1 try : .onc pad 5'-6 "x5'-6 "x24,! • ••• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• use conc. pad 3'- 0 "x3' -0 "x12" ov /4#5ea way bott. D x := tan(a L1 := (2.x+ L) L1 = 5.5ft �L1 + L L2:= JI 2 Asoil (L2) 2 Asib := Ls' Ws Aftg := L•B x =oft L2 =5.5ft size of col : size of ftg : emb. of ftg heigth of wall length of wall depth of ftg size of slab depth of slab Lw:= O& dftg.: 24in: a angle of intema friction SF = 1.581 I • ••• • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • • • • • • • G2 Consulting Group, Inc. • , • • • •,%b' D ruelPb eaRES. Robert T. Garcia, P.E • Shea. d'N • 9725 S.W. 4 th TERR. Calc by:RG Date:06/ 66/08 Miami, FL 33174 • ... Chepkedpy:RGD�ate:06/26 /08 • • • ••.• •••• LIC# 51370, CA 25882 • • • • •• • •••• ••. •• • •••• • • • • Calculate Size of ftg Dead loads slab := 150pcf•ds•Aslb .• • • • •• ••• • • •. • • • • • •• • • • • • • ••• .• soil := 110pcf•Asoi1D column := 150pcf•b•d•H masonrywall := 60pcf•H•L,wft ftg:= 150pcf•Agg•dgg addload := OKip TOTAL DEAD LOAD totalload := slab + soil + column + masonrywall + ftg + addload totalload = 9.075 x 103 lbf SAFE FACTOR SF := totalload Puplift Check := if(SF z 1.5, "OK" , "NO GOOD "" ) Check = "OK" OTE : USE CONC PAD 5'- 6 "x5' -6 "x24" /5#5 ea way top & bott. A Rev: 580000 User. KW- 0803515, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC i ._,- ' , Software • • •• •• • Title : • • • • DS9nr: • • Description : Scope : • • • • • • • Steel Column - ••• • • • ••• • • • • • •• •• • • • • • • • • • Job ;8 2001 • • •' • Date:: 2:2ZPM, 27 JUN 08 ••• • • • • ••• ••• • • • • • •• • • •• • • • • ••• • • • • • • • • • • • • • •••• • • denial res.ecw: <none> of Description STEEL COLUMNS General Information Steel Section TS3X3X1 /4 Column Height 10.000 ft End Fixity Pin -Pin Live & Short Term Loads Combined Loads Axial Load... Dead Load 5.75 k Live Load 3.90 k Short Term Load k Summary Fy Duration Factor Elastic Modulus X -X Unbraced Y -Y Unbraced •• • • • •• ••• •• • • • Code RefiAISC:ItItASQ!1897 UIk, 20031130, 2003 NFPA 5000 36.00 ksi 1.000 29,000.00 ksi 10.000 ft 10.000 ft X -X Sidesway : Y -Y Sidesway : Kxx Kyy Restrained Restrained 1.000 1.000 Ecc. for X-X Axis Moments Ecc. for Y -Y Axis Moments 0.000 in 0.000 in Section : TS3X3X1 /4, Height = 10.00ft, Axial Loads: DL = Unbraced Lengths: X -X = 10.00ft, Y -Y = 10.00ft Combined Stress Ratios _ AISC Formula H1 -1 0.1873 AISC Formula H1 - 2 0.1028 AISC Formula H1 - 3 5.75, LL = 3.90, ST = O.00k, Live DL + LL 0.3143 0.1725 0.1270 Column Design OK Ecc. = 0.000in DL + ST + (LL If Chosen) 0.3143 0.1725 XX Axis : Fa calc'd per Eq. E2-1, K *Llr < Cc YY Axis : Fa calc'd per Ea E2.1. K`Ur < Cc Stresses Allowable & Actual Stresses Fa : Allowable fa : Actual Fb:xx : Allow [F1-6] Fb:xx : Allow [F1 -7] & [F1-8] fb : xx Actual Fb:yy : Allow [F1-6] Fb :yy : Mow [F1 -7] & [F1-8] fb : yy Actual Anal sis Values Dead Live 11.85 ksi 11.85 ksi 2.22 ksi 1.51 ksi 21.60 ksi 21.60 ksi 21.60 ksi 21.60 ksi 0.00 ksi 0.00 ksi 21.60 ksi 21.60 ksi 0.00 ksi 21.60 ksi 21.60 ksi 0.00 ksi DL + LL 11.85 ksi 3.73 ksi 21.60 ksi 21.60 ksi 0.00 ksi 21.60 ksi 21.60 ksi 0.00 ksi DL + Short 11.85 ksi 3.73 ksi 21.60 ksi 21.60 ksi 0.00 ksi 21.60 ksi 21.60 ksi 0.00 ksi Fex : DL +LL F'ey : DL +LL F'ex : DL +LL +ST Pey:DL +LL +ST Max X -X Axis Deflection 12,652 psi 12,652 psi 12,652 psi 12,652 psi 0.000 in Cm:x DL +LL 0.60 Cm:y DL +LL 0.60 Cm:x DL +LL +ST 0.60 Cm:y DL +LL+ST 0.60 at 0.000 ft Max Y -Y Axis Deflection Cb:x DL +LL Cb:y DL +LL Cb:x DL +LL+ST Cb:y DL +LL +ST 0.0001n at 1.00 1.00 1.00 1.00 0.000 ft Rev: 580000 User. KW-0803515, Ver5.8.0, 1 -Dee -2003 (c)1983.2003 ENERCALC Engineering Software Description STEEL COLUMNS • • •. •• Title : • Dsgnr: Description : Scope: • ••• • • • • • • • Steel Column Section Properties TS3X3X1 /4 • • • • • • ••• • • • •• •• • • • • • • • • • Job # '2 O7 • • • • ••Dates 2:t)PM, 27 JUN 08 • • • • • ••• • • • • • •• • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • Page 2 • daniel res.ecvr.<none> •• • • • •• ••• •• • • • —•--• • •• • • • Depth Thickness Width Area Rt 3.000 in 0.250 in 3.000 in Weight box Iyy Sxx 2.59 in2 Syy 1.500 in Rxx Ryy Section Type = TS- Square 8.80 3.160 in4 3.160 in4 2.100 in3 2.100 in3 1.100 in 1.100 in • • • • •• • • • •••• • • •-• Values for LRFD Design.... J 5.350 in4 0.00 2.610 in3 2.610 in3 0.000 Zx Zy • • • • • • • • .. • .. • • • .... • . • . .... • • • • . • .... • • • • • • •••• .... • • • • .... .... • • • • • r K Rev. 580000 User. KW- 0803515. Ver 5.8.0, 1- Dec -2003 (c)1983.2003 ENERCALC .. sneering Softwar Description • • •• •. • • • Title : • • Dsgnr: Description : • • • • • • ••• "" • • • Job# • • ; ; Data: 3:4 FPM, 27 JUN 08 • • Scope: • • • . • • • •• • • • • • • • • • • • • Steel Column Base 'Wale • .:. BASE PLATE OF STEEL COLUMN General Information /3 •• • • • •• .•• •• • .•. • . • .. •• • Code Ref : AhSp9ta Ev ASD, 188 11C, 2001 IBC, 2003 NFPA 5000 Loads Axial Load X -X Axis Moment Plate Dimensions Plate Length Plate Width Plate Thickness Support Pier Size Pier Length Pier Width 9.65 k Steel Section TS3x3x1 /4 Section Length 3.000 in 0.00 k -ft Section Width 3.000 in Flange Thickness 0.250 in Web Thickness 0.000 in 10.000 In Allowable Stresses 10.000 in Concrete Pc 3,000.0 psi 0.600 in Base Plate Fy 36.00 ksi 66.000 in 66.000 in Load Duration Factor 1.000 Anchor Bolt Data Dist. from Plate Edge 1.500 In Bolt Count per Side 2 Tension Capacity 8.800 k Bolt Area 0.440 1n2 Concrete Bearing Stress Bearing Stress OK Actual Bearing Stress 96.5 psi Allow per ACI318 -95, A3.1 = 0.3 `fc * Sgrt(A2/A1) * LDF 1,800.0 psi Allow per AISC J9 2,100.0 psi Plate Bending Stress Thickness OK Actual fb 16,721.5 psi Max Allow Plate Fb 27,000.0 psi Tension Bolt Force Bolt Tension OK Actual Tension 0.000 k Allowable 8.800 k Baseplate OK Full Bearing : No Bolt Tension Rev: 580000 User KW-0603515. Ver 5.8.0. 1 -Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Description • ••• • • • ••• • •• • • • •• •• • Title : • • • • ••• • • • JOb# 1 Dsgnr: • • • • • • • •Date; •3:{2PM, 27 JUN 08 • Description : • • • • Scope :,•, ••: • • • • • Steel Column Base elate BASE PLATE OF STEEL COLUMN General Information • • • • •• • • . • • • • • • • • • • ••• iy go • • • • • •••_•_ • • • • •••• • • daniel res.ecwcnone> •• • • • •. ••• • Code Ref : AISC'9t0 ED Flip 1.9! UBC 2001 IBC, 2003 NFPA 5000 • Loads Axial Load X -X Axis Moment Plate Dimensions Plate Length Plate Width Plate Thickness 9.65 k 0.00 k -ft 10.000 In 10.000 In 0.438 in Support Pier Size Pier Length 66.000 in Pier Width 66.000 in Summary Steel Section Section Length Section Width Flange Thickness Web Thickness Allowable Stresses TS3x3x4 /4 3.000 in 3.000 in 0.250 in 0.000 in Concrete fc 3,000.0 psi Base Plate Fy 36.00 ksi Load Duration Factor 1.000 Anchor Bolt Data Dist. from Plate Edge 1.500 in Bolt Count per Side 2 Tension Capacity 8.800 k Bolt Area 0.440 in2 Concrete Bearing Stress Bearing Stress OK Actual Bearing Stress 96.5 psi Allow per ACI318 -95, A3.1 = 0.3 * f'c • Sqrt(A2/A1) • LDF 1,800.0 psi Allow per AISC J9 2,100.0 psi Plate Bending Stress Thickness OK Actual fb 21,840.4 psi Max Allow Plate Fb 27,000.0 psi Tension Bolt Force Bolt Tension OK Actual Tension 0.000 k Allowable 8.800 k Baseplate OK Full Bearing : No Bolt Tension J. Company : G2 CONSULTING GROUP INC. Designer : R.T.GARCIA PE Job Number DANIEL RES • • • •• •• • • • • • • • .• • • • • ••• • • • • • • • • • • ••• • • • • • . •� • • June 27, 2008 • Checked By: AA ••• • lfeic Z4- X Geometry and Materials 10 in • • • ••. • • • .• • • • •• • • • • • • • • • • • • • • • • • •.• • • • • •••. •.•• Length 10. In Width 10. in Thickness .5 In Base Plate Fy 36. ksi Base Plate E 29000. ksi Bearing Fp 2.1 ksi Bearing Fc' 3. ksi Pedestal Length 66 in Pedestal Width 66 in Analyze Base Plate as Flexible Fp Based on AISC J9 Criteria AISC ASD 9th Square Base Plate Required Loads P (k) DL 5.75 LL 3.9 WL -5.74 Column Shape TU3X3X4 Column eX 0. in Column eZ 0. in Column to Edge Min (X) 3.5 in Column to Edge Min (Z) 3.51n HSS Tube X -sides welded HSS Tube Z -sides welded Plain Base Plate Connection Vx Shear Lug NOT present Vz Shear Lug NOT present Anchor Bolt Diameter .75 in Anchor Bolt Material A307 Anchor Bolt Fu 68. ksi Anchor Bolt E 29000. ksi AB Projected Length 7 in AB to AB Min Spacing 3 in AB to Stiffner Min Spacing 1 in AB to Column Min Spacing 1.5 in AB to Edge Min Spacing 2 in AB Row Min Spacing 3 in Priority is AB to Edge Spacing Exclude Threads for AB Design AB Fv, Ft based on AISC Criteria Vx (k) Vz (k) Mx (k -ft) Base Plate Stress and Bearing Result Description AISC EQ.1 AISC EQ.2 AISC EQ.3(W) AISC EQ.3(E) AISC EQ.4(W) AISC EQ.4(E) Load Sets 1 DL +1 LL 1WL Mz (k -ft) Reverse No No No Base Plate Stress (ksi) Bearing Pressure (ksi) Allowable_ ASIF U.C. Allowable ABIF U.C. 27. 1. ' .057 I 2.1 1. .299 1.333 .328 2.799 1.333 .227 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. C 0. 0. 0. 0. O. 0. 0. 0. 0. 35.991 0. o. 0. 0. RISABase Version 1.02 [Untitled.rbs] Page 1 • Company : 02 CONSULTING GROUP INC. Designer : R.T.GARCIA PE Job Number : DANIEL RES Bearing Contours • ••. • • • . • • • • • • • • • • • • ••• • • • • • .•. . • • ••• • • • • ••• �• June 27, 2008 • • Checked By: • - - • . • • • • • • . • • •. • ... • • •••. • • 1DL +1LL Allowable : 2.1 ksi U.C.:.299 Allowable : 0. ksi U.C. : 0. Base Plate Stress Contour 1DL +1LL Allowable : 27. ksl U.C.:.057 Allowable : 0. ksl U.C. : 0. .627 (ksi) .014 O. (ksi) 0. 1WL Allowable : 2.799 ksi U.C. :.227 Allowable : 0. ksi U.C. : 0. llit!miali• •••• : • : sgsg••••• •••• • • • 0. 0. (ksi) 0. Allowable : 0. ksl U.C. : 0. Allowable : 0. ksi U.C. : 0. ti 0. (ksi) 0. 0. (ksl) 0. 1.544 (ksl) .002 0. (ksi) 0. 1WL Allowable : 35.991 ksi U.C.:.328 11.789 (ksl) 0. Allowable : 0. ksi U.C. : 0. (ksi) 0. Allowable : 0. ksl U.C. : 0. Allowable : 0. ksi U.C. : 0. El 0. (kal) 0. RISABase Version 1.02 [Untitled.rbs] 0. (ksl) 0. Page 2 Company : G2 CONSULTING GROUP INC. Designer : R.T.GARCIA PE Job Number : • • • • • •ID • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••. •• •. oe • .11 • • • • • June 27, 2008 DANIEL FtES • Checked By: 1114 • ••• • • • • • • • • • • • • Anchor Bolt Results • • • • • • • • • • • • • • • • • • • • • • • • • • • Description Load Sets Bolt Tens.(k) Vx i.t/z.(N :•ft Poi) .• cv (ksi) Unity AISC EQ.1 1DL+1LL ' 1 0. 0. • : a. : ;.• Z. r. 10. 0. 0... : d.° : : Zo. 4. io. O. 2 ' 0. 3 ' 0. 0. 0. 20. 10. 0. _ 4 4 1 0. 0. O. 20. 10. 0. AISC EQ.2 1WL 1 1.796 0. 0. 26.66 13.33 2 1 1.796 0. 0. 26.66 13.33 .152 3 ' 1.796 0. 0. 26.66 13.33 .152 4 1.796 0. 1 0. , 26.66 13.33 .152 AISC EQ.3(W) 1 0. 0. 0. N.A. N.A. N.A. 2 1 0. 0. 0. N.A. N.A. N.A. 3 ' 0. 0. i 0. N.A. N.A. N.A. 4 0. O. I 0. N.A. N.A. N.A. AISC EQ.3(E) 1 ' 0. 0. h 0. N.A. N.A. N.A. N.A. NA N.A. N.A. N.A. N.A. N.A. N.A. N.A. MSC EQ.4(W) AISC EQ.4(E) 2 O. 3 1- 0. 4 0. 1 0. 2 1 0. 3 0. 4 0. 1 • 0. 0. 2 O. 0. 3 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. .152 N.A. N.A. N.A. N.A. N.A. N .A. 4 0. 0. 0. 0. 0. 0. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. NA N.A. N.A. N.A. N.A. N.A. RISABase Version 1.02 [Untitled.rbs] Page 3 User: G2 Consulting Group, Inc. ASDIP v 4.0 • • ••• • • • •e• •• •• • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • •e• • ••• • • • • • • • Project: denial res : : . e • • • • • • • • pe�9f'J s • �� • • • • • Descrip: ftg under steel col • • • • ° • • • �D °ate:. 0/28/2008 • • Engineer: rtg CONCRETE SPREAD FOOTING QESIGM • •• v�vye.a,dipsoft.com e :. ::::: i• °• • • • • • ••q• • • •e° : i Rri°l•S'•• .•• Pier Concrete Strength fc 3.0 Footing Conc. Strength fc 3.0 Steel Yield Strength fy 60.0 GEOMETRY Footing Width W (X -dir) Footing Length L (Y -dir) Footing Thickness Soil Cover Pier Width (X -dir) Pier Length (Y -dir) APPLIED LOADS 5.50 ft 5.50 ft 2.00 ft OK 0.00 ft 0.60 ft 0.60 ft Selfweight + Soil Cover 9.0 kip - Combined Service Loads: Vertical Load P 9.6 kip Moment about X -axis Mx 23.0 k -ft Moment about Y -axis My 0.0 k -ft X- ecc./W = 0.000 Y- ecc./L = 0.223 - Combined Factored Loads: Vertical Load Pu 14.0 kip Moment about X -axis Mux 32.6 k -ft Moment about Y -axis Muy 0.0 k -ft Horizontal Load Vu 0.0 kip SHEAR STRESSES Under - strength 0- Factor Effective Depth d 1 -way Shear Vu X -X @ d 1 -way Shear Vu Y -Y @ d Use 1 -way Shear Stress Vu 1 -way Shear Capacity eVc Shear Perimeter @ d/2 bo Interior Footing , Alfa -s = 40 Pier Aspect Ratio Beta -c 2 -way Shear Vu due to P 2 -way Shear Vu due to Mx 2 -way Shear Vu due to My Use 2 -way Shear Stress Vu .. 2 -way Shear Capacity eVc 0.75 1.67 4.97 2.67 4.97 82.16 9.06 1.00 5.34 6.99 0.00 12.33 164.32 ft psi psi psi psi ft psi psi psi psi psi ksi ksi ksi SOIL PRESSURES AT CORNERS Allowable Soil Pressure 2.00 ksf Soil Bearing Pressure S1 1.49 ksf OK Soil Bearing Pressure S2 1.49 ksf OK Soil Bearing Pressure S3 0.00 ksf OK Soil Bearing Pressure S4 0.00 ksf OK S max. / S allowable Ratio 0.75 OK Area in Contact with Soil 83% LOAD TRANSFER Under - strength e- Factor Concrete Bearing Stress Pub Footing Bearing Capacity a Pnl Pier Bearing Capacity a Pnb . Minimum As Dowels @ Pier As reqd for Pu and Mu As reqd for Vu @ Pier Use As dowels reqd @ Pier Use a Minimum of 4 Dowels # Required Develop. Length Ldh Ldh Provided into Footing 0.65 0.79 3.31 1.66 0.26 0.00 0.00 0.26 3 6.00 20.38 FOOTING REINFORCEMENT ksi OK ksi ksi ina ina ina in2 in in OK OK Under - strength r -Factor 0.90 As min. Allowable 0.52 ina/ft Mu at Column Face (X dir.) 3.8 k -ftl t As reqd. (X -dir) 0.04 ina/ t Use As (X -dir) 0.52 ina/ft Use 10 Bars # 5 @ 7.2 in (Boit ) Develop. Length Ld Required Develop. Length Ld Provided OK Mu at Column Face (X dir.) 16.4 26.4 2.5 As reqd. (Y -dir) 0.03 Use As (X -dir) 0.52 Use 10 Bars # 5 @ 7.2 in (Bolt.) Develop. Length Ld Required 16.4 Develop. Length Ld Provided 26.4 in in OK k-ft/ft ina/ft ina/ft In in OK p 40- G2 Consulting Group, Inc. • • ••• • • • ••• •• •• •• • • • •• •• • • • ••• • • • •• • • • • • • • • • • • • • • • ••• • • • • ••• ASDIPv4.0.'• '�• ••• •; • age. • • . • ' • • • • • • • • • •. • •••• • • • • •• • • • . • • . Date: 26-Jun -2008 Time: 12:16 PM Project: daniel res Descrip: ftg under steel col Engineer: rtg GEOMETRIC PROPERTIES: Interior, Edge or Comer? (I/E/C) Footing Width (X -dir) (ft) = Footing Length (Y -dir) (ft) _ Footing Thickness (ft) = Soil Cover (120 pcf) (ft) = Pier Width (X -dir) (ft) = Pier Length (Y -dir) (ft) = MATERIALS: Pier Conc. Strength fc (ksi) = 3.0 Footing Conc. Strength fc (ksi) = 3.0 Steel Yield Strength fy (ksi) = 60.0 Allow. Soil Pressure (ksf) = 2.00 APPLIED LOADS (Notes 1 to 3): Selfweight + Soil Cover (kip) : 9.0 - COMBINED SERVICE LOADS: Vertical Load P (kip) = 9.6 Moment about X -axis (k -ft) = 23.0 Moment about Y -axis (k -ft) = 0.0 - COMBINED FACTORED LOADS: Vertical Load Pu (kip) = 14.0 Moment about X -axis (k -ft) = 32.6 Moment about Y -axis (k -ft) = 0.0 Horizontal Load Vu (kip) = 0.0 5.50 5.50 2.00 0.00 0.60 0.60 ECCENTRICITIES: X- ecc./W = 0.000 Y- ecc./L = 0.223 CONCRETE STRESSES (ksi): Bearing Stress Pub = 0.79 Footing Bearing Capacity ra Pnb = 3.31 GREAT ! , BEARING STRESSES ARE OK G2 Consulting Group, Inc. CONCRETE R€ p €UOtli1G VS lard SOIL PREgSt2R S;Ai Ci6N €RS: .. • 81 = 149. Tsf • • '•• ••• S2 = 1.49 ksf Footing S3 = 0.00 ksf Type III S4 = 0.00 ksf S max. / S allowable Ratio = 0.75 Area in Contact with Soil = 83% GREAT ! , SOIL PRESSURES ARE OK SHEAR STRESSES (psi): Actual m Vc One Way Shear 5.0 82.2 Punching Shear 12.3 164.3 GREAT ! , SHEAR STRESSES ARE OK REINFORCEMENT DESIGN: As min. Allowable (in2/ft) = 0.52 - BARS PARALLEL TO X - AXIS: As Bar Spacing Total (in2/ft) Size # (in) # of Bars 0.52 5 @ 7.2 10 (1) 0.52 5 © 7.2 10 (B) GREAT 1, DEVELOP. LENGTH IS OK - BARS PARALLEL TO Y - AXIS: As Bar Spacing Total (in2/ft) Size # (in) # of Bars 0.52 5 © 7.2 10 (T) 0.52 5 © 7.2 10 (B) GREAT ! , DEVELOP. LENGTH IS OK - HOOKED DOWELS IN PIER: Req. Dowels Steel Area (in2) = 0.26 Use a minimum of 4 Bars # 3 Ldh req. / Ldh prov. Ratio = 0.29 GREAT ! , DEVELOP. LENGTH IS OK Notes: 1.- Loads to be applied at bottom of footing. Moments shall include the effect of any horizontal load times the pier height when that load is applied at top of pier. 2.- Do not include footing self - weight in the applied loads. 3.- Vertical load is positive downward. For uplift analysis enter the axial load as a negative value. ftg under steel col Template References: "Foundation Design" by W. C. Teng Prentice Hall, 1962 "Foundations of Structures" by C. M. Dunham Mc Gnaw Hill Co., 1968 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOUO NO. I ( >320(0 O V'1 40 220 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1 111111 1111111111 11111 11111 111111111111111111 CFN 2OOSRr x82289.6 OR 8k 26502 Ps 0827 °e t1ps) RECORDED 07/30/2008 11:43:13 HARVEY RUVI4f r CLERK: OF COURT MIAMI —DADE COUWTYr FLORIDA LAST PAGE 1. Legal description of property and street/address: el Peer d-a.% ?Ps q — ttll t.. 4. r, W )2. 2. Description of improvement: r-1-7 we.tc12_ 2,G accl o B t- 3.Owner(s) name and address: Dim L f DGR -fsZ C.Af1 ,vi.W.Al P-DD¢LOi.16 da Interest in property: Ow 11/41t R6 Name and address of fee simple titleholder: L 4. Contractor's name and address: PG1'2.0 2_ ft. OD L.. LC. 6 14 L ' 3 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: iU 1 A Amount of bond $ 6. Lender's name and address: id I.A 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: N 0 A ®W iV fZ. 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided In Section 713.13(1)(b), Florida Statutes. Name and address: N' 1A 9. Expirati differen .r<•r i 1_f this N • - 1! rt 401, of Commencement: (the expiration date is 1 year from the date of recording unless a Print Owner's Name tEL Prepared by r. L_o pt , 20 Address: 4 'ioo l- cpOCnce9jn - Ast SO3 poi <4ca0 oti.0 330e/ Sworn to and subscribed before me this Z.9 day of TO L4( Notary Public Print Notary's Name g" �• Sandra R Lopez t 4CoMMISSION #DD799313 )IEA? IKt�: tUN.22 2012 My commission expires: '•a�`:`'� .nv WvAv AARONNOTARCoom STATE OF FLORIDA, COUNT OF DADE I HEREBY CERTIFY that this is a�iweey copy of the origmaffiled in this office on .37 7 . daay of AD 20 (/ B ZNESS m hand • d Offi'ial Seal. V Circuit a Cou Courts By D.C. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. El 06-14(oO Master Permit No. j O(J' 6I9 L BUILDING PERMIT APPLICATION FBC 2004 Permit Type: Electrical Owner's Name (Fee Simple T tleholder) Owner's Address City W.0,, Tenant/Lessee Name Zy .G=0 L..9E t- c, State 11 le\ '-1 L &.; AUG 0 6 2s06 .. Zip Phone # Phone # E- MAIL: ��r:e\. , s`e2 tece2 e_orTo,ncj. Corn Job Address (where the works being done) City Miami Shores Village County Miami -Dade FOLIO / PARCEL # Zip 3 3.3) Is Building Historically Designated YES NO Contractor's Company Name E . ∎p r Contractor's Address \c ' - Z 1..3 T City State Qualifier Name Cie c- r -' Q State Certificate or Registration No. Ee 1,,s-- Z, E -MAIL: Architect/Engineer's Name (i Phone -`7 S -AA 00 Zip 1 Phone # Certificate of Competency No. (o) occ 4 4 applicable) Phone # Value of Work For this Permit $ 4 '7 ° ❑Additior�li, Type of Work: Describe Work: c eC Square / Linear Footage Of Work: ' ❑ Alteration ❑Newepair /Replace arc tS'!kr■S e7 \,ec. c.NOrmIN 1 n ❑ Demolition c� r1 (P 0 ie7,a **** *wwwwxxx7e x*w x*w wwwwww www, *,c Submittal Fee $ Notary $ Scanning $ Bond $ Code Enforce Structural Review. $ x xxxx Feesw****xicxi: xxxxxxxx xaYrxxxrxxxx xxxxr. o:xxxxxxxxxr• Permit Fee $ /gia, re CCF $ CO /CC Training /Education Fee $ Radon $ DPBR $ Technology Fee $ Zoning $ Double Fee $ A! R 13 723 MIAMI 8 Ht)FES VILLAGE Total Fee Now Due $ See Reverse side -* 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. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: 1 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 inh city the first incpeciinv- ,chits- s�ar�---.ever -, ,4,-44,0-- rtga- 6 „e•- rodarcilrig permit is issued In the absence of such posted notice, the inspection will not be app and a re pe; tion fee will be charged Signature or Agent The foregoing instrument was acknowledged before me this 4111 day of n t/C J `Drt 20 ,1 , by T7i7 b1 \t' I L I�' 1-C7 who i ersonally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Signature s Contractor The foregoing instrument was acknowledg d before ccmetth7is 7' day of� 200±Z‘ by �i44 `>o Ce r- j/C'� who is person known to me or who has produced d` .p�IJ JL2� as identification and who did take an oath. NOTARY PUBLIC: carmen Rodri 9 uez- Altia sz• ,:, ,1111 ,1 ii', My Commission Expires: 724E ' ,� , Expires: AUG. 30, 200 ° ° ° °r�'ii °'r WWW.AARONNOTARY.coW My Commission Expires: ******f. t, t**** ********************, t*****, a. t***, r******* * *** *** * ** *,t ** *** ** ***** ** **** APPLICATION APPROVED BY: (Revised 02/08/06) ®' Plans Examiner Engineer Zoning Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 0'6 q't Inspection Number: INSP- 149666 Permit Number: EL -8 -08 -1460 Scheduled Inspection Date: August 04, 2010 Inspector: Devaney, Michael Owner: PEREZ, DANIEL Job Address: 354 NE 91 Street Miami Shores, FL Project: <NONE> Contractor: MSC ELECTRIC INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060190220 Phone: (954)748 -4400 Building Department Comments REPAIR EXISTING ELECTRICAL IN BATHROOMS AND KITCHEN. ADD LIGHTING IN LIVING AREAS. Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. August 03, 2010 For Inspections please call: (305)762 -4949 Page 20 of 26 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 oq) -���1 Inspection Number: INSP- 149663 Permit Number: EL -12 -08 -2145 Scheduled Inspection Date: August 04, 2010 Inspector: Devaney, Michael Owner: PEREZ, DANIEL Job Address: 354 NE 91 Street Miami Shores, FL Project: <NONE> Contractor: HOME OWNER Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060190220 Building Department Comments SPEAKERS WIRES, ALARM WIRES FOR LOW VOLTAGE Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments August 03, 2010 For Inspections please call: (305)762 -4949 Page 18 of 26 Shores Village Building Department /0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type: Electrical Owner's Name (Fee Simple Titleholder) V,,, u L i' �� Phone # CIS - ` r c -1 3r j L) Owner's Address j q N E city Pi 4�AF, � � �� a, e- State �% � Zip 2 0 33 Tenant/Lessee Name Phone # E -MAIL: D e� 1r"a_k..PE (-? PC:0E2-6;a4,41i`��,.,,a��r��t�' aka .°tee Job Address (where the work is being done) 7, y ,� c c =t City Miami Shores Vi lie County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address City Onikw--- Phone # riY State Zip Qualifier Name Phone # State Certificate or Registration No. E -MAIL: Architect/Engineer's Name (if applicable) Phone # Certificate of Competency No. Value of Work For this Permit S. ' LIJJ.. J ' Type of Work: Describe Work: [Addition [Alteration Square / Linear Footage Of Work: [New 0 Demolition Submittal Fee $ Permit Fee $ Notary $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -4 ce CCF $ CO /CC Training/Education Fee $ Technology Fee $ 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 ELECTRICAL 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 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 app • s inspection fee will be charged Owner or Agent The foregoing instrument was acknowledged before me this i d day of i p7-7 ,20 t` ,by cr r C 6-7 who if-personally knownlo me or who has produced - -°-- ° A's identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Of.f pg rrm fiodriguez- Altier '?= •��'. =Commiccinp #DD46724f mi _ = ■ ••'''- `���`'Expires: AUG. 30, 2009 My Commission Expire 4,, „,ii tit.” aeea� WWW.AARONNOTARY o �r�e,�,�,rt,r,r,t *ar,�,�a,x, tie, ta*, ��e, r,�aa,�aeaeaea,ar,�arar,t,�ar�► aear, ��a, i+ xaa*a*a**ar*a*, ttaa****aa*,x*a>Teaar***a *t***a,x*, sae **reaae*a>kaaa,aararsraear Contractor The foregoing instrument was acknowledged before me this , day of , 20 , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) Plans Examiner Engineer Zoning VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT DAN r: L_ � I NAME: , M J E., Ca DATE: 0.1 p p J2(X ADDRESS: 3 54 a C o u Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor, I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this co ' It io I Initial 2. I understand that as an owner - builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application 3. I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code — only if the structure`eets minimum code. Initial 5. I understand that as an owner - builder, that any contractor disputes with sub-. contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate any contract disputes. Initial 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. 7. I understand that if any person gets injured on my construction project—they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Was acknowledged before me this d;; day of O c , 20 O By D660.3 E L P H who w. personally kno to me or who has Produced there License or as identification. NOTARY °`"r "P''•• Carmen Rodriguez -Attie ?� �e''_Commission #DD46724 .4. Expires: AUG. 30, 200'. °s••�OFF, ° °O� WWW AARONNOTARY.co Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 149665 Permit Number: EL -12 -08 -2152 Scheduled Inspection Date: August 04, 2010 Inspector: Devaney, Michael Owner: PEREZ, DANIEL Job Address: 354 NE 91 Street Miami Shores, FL Project: <NONE> Contractor: HOME OWNER Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060190220 Building Department Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments August 03, 2010 For Inspections please call: (305)762 -4949 Page 19 of 26 Miami Shores Village Building Department >0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit No. �- IS t7 Master Permit No. Z O� 111q/ Permit Type: Electrical Owner's Name (Fee Simple Titleholder) 1 APE P E Phone # 695" -SS 1-1 31C) Owner's Address 7-) ` 1 sJ E. g\ a `T City PA .AAA. %-tc '5 State e L Zip -1) Tenant/Lessee Name Phone # E -MAIL. ,f- t. i CI. 7- c-0 pe,o zAAJoxty•ApA Job Address (where the work is being done) City Miami Shores Villa= County Miami -Dade Zip Vg FOLIO / PARCEL # d ° `Y" (0 - E v ,1 Is Building Historically Designated YES NO Contractor's Company Name 6e) C Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. E -MAIL: Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ .36e Square / Linear Footage Of Work: Type of Work: DAddition DAlterniion DNew [}Repair/Replace 0 Demolition Describe Work: L A eJo Submittal Fee $ Permit Fee $ / o'- GPO CCF $ CO/CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -> 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 ELECTRICAL 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 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 seven days after the building permit is issued In the absence of such posted notice, the inspection will not be appr ed and a�;eir� fee will be charged The foregoing instrument was acknowledged before me this t t day of �j. ._.._.,20pi, by � � aLL Pf.aZ� `r who is nally known) to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: (-i Sign: Print My Commission Expires: ********* * ** * **** ******** r„ ., Carmen Rodriguez Ntie .�' inmission #pD46724 Signature Contractor The foregoing instrument was acknowledged before me this day of ,20 ,by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print My Commission Expires: °si-F,fya�s' WWW.AARONNOTARY.cc' APPLICATION APPROVED BY: (Revised 02108/06) Plans Examiner Engineer Zoning