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RC-08-22-2009Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Fees Amount Application Fee - Other $50.00 CCF $4.80 DBPR Fee $3.56 DCA Fee $2.37 Education Surcharge $2.40 Permit Fee $187.00 Planning and Zoning Review Fee (Manual) $70.00 Scanning Fee $9.00 Structural Review ($60) $60.00 Technology Fee $23.70 Total: $412.83 Payments Date Paid Amt Paid Total Fees $412.83 Credit Card 08/31/2022 $362.83 Credit Card 08/09/2022 $50.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date August 31, 2022 Page 2 of 2 ,,!,"iami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 "t-EC IVE° L) FBC 20��O 1M BUILDING Master Permit No._1—?"'0 zz _� R) PERMIT APPLICATION Sub Permit No. (y BUILDING ELECTRIC ROOFING REVISION M EXTENSION RENEWAL PLUMBING ❑ MECHANICAL 7PUBLICWORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: _10fo C9 N G G.L 5'��__ Citv:_ Miami Shores Miami Dade _.. -- -- - Folio/Parcel#: I I- 320S _ - 012U __.. �.).2r .. Is the Building Historically Designated: Yes NO Occupancy Type: — _ Load:Construction Type:Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): bQ- t� __ufll�lef51�'tJ 00 2•nd ►Ave. -- -- Address:�_�J N � City: A1 ArYil__ LOrCS State: ploy d- j Tenant/Lessee Name: I' --- - Email: �` Phone#: CONTRACTOR: Company Name: —scveen CA()3 Q0".L*,- ,S NG phone#: -71511 —4 Z3 - Q S I y Address: 6qi3 a[ec �h 5 City:, L� l Q%_.__ State: Ft©rt -- - Jp Zip: 6302_. Qualifier Name: -'-X_ (1cL-o C._ r ---- __-- __ Phone#: ���. �(:�- • 3 - 4�s 4 State Certification or Registration #: Certificate of Competency #: C 1 r� 2-QbS0o S4Cj DESIGNER: Architect/Engineer: Address: City: Phone#: State: Value of Work for this Permit: $_4, / � cl Square/Linear Footage of Work: � �] Zip: Type of Work: ❑ Addition ❑ Alteration ❑ New Z Repair/Replace �i ❑Demolition Description of Work: (�CQ C-k-icir p a`h O N C6 C. ce(YA011t- Specify color of color thru tile: Submittal Fee $_�1 Permit Fee $ (/ I ; CCF $ - ' g� CO CC q / $ Scanning Fee $yy Radon Fee $ DBPR $ Notary $ Technology Fee $_� Training/Education Fee $ Double Fee $ Structural Reviews $ _M Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Detail by Entity Name Page 1 of 3 Flo dr_i?epsrtrnrrrt of.S"#te, Or �ao1 •r ... .... ]3 .io i - ;.) a !. o / 'Serji. t.-Records / se i ;f_j Detail by Entity Name Florida Not For Profit Corporation BARRY UNIVERSITY, INC. Filing Information Document Number 711458 FEI/EIN Number 59-0624364 Date Filed 09/08/1966 State FL Status ACTIVE Last Event AMENDED AND RESTATED ARTICLES Event Date Filed 03/27/2009 Event Effective Date NONE Principal Address 11300 N.E.Second Avenue Miami, FL 33161 Changed: 04/15/2021 Mailing Address 11300 N.E. Second Avenue Miami, FL 33161 Changed: 04/15/2021 Reaistered Aaent Name & Address DUDGEON, DAVID 11300 NE SECOND AVE LAVOIE HALL #209 MIAMI, FL 33161 Name Changed: 11/02/2016 Address Changed: 11/02/2016 Officer/Director Detail Name & Address Title President/CEO Allen, Michael 11300 N.E. Second Avenue Miami, FL 33161 .... v.>!.:N OF i3ORP=RA. T I ON. https:Hsearch. sunbiz.org/Inquiry/CorporationSearchISearchResultDetail?inquirytype=Entity... 8/9/2022 GENERAL NOTES: - ALUMINUM SHALL BE 6005-T5 OR 6061-T6 ALLOY ASTM A653 WITH MIN YIELD STRENGTH OF 45 KSI. - ALL EXISTING SLABS AND FOOTING CONCRETE MUST BE WITHOUT ANY CRACK OTHERWISE NEED TO BE INSPECTED BY CALC ENGINEERING. - ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON -CRACKED AND INTACT CONCRETE SURFACE. - ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURES RECOMMENDATIONS. J J V) m U 0 Z V) X w S TVED NEW 8"X8" FOOTIN YI . Ib FOUNDATION NOTES: EXISTING 4" CONCRETE SLAB + NEW 8"X8" FOOTING EXISTING ROOF i 2X3 2X2 � 00 � co w M M M < cl) LU X X ri X [0 c> i rXi X X + + + =D <� O O + + X X X c� ❑ X X 1 X2 4' 4' l � 7" L-7, 7-1 Ll�--7- J i i- L I FOOTER DETAIL FOUNDATION NOTES: 1) ALL REINFORCING STEEL TO BE GRADE 60 WITH YIELD STRENGTH 40 KSI i 2) THE EXISTING SOIL MEETS OR EXCEEDS THE MINIMUM REQUIRED LOAD BEARING CAPACITY OF 1500 PSF. 3) SOIL IS MAIN COMPOSITION IS SANDY AND LIMEROCK 4) CONCRETE FOR FOOTING TO BE 2500 PSI MINIMUM. 5) FILL PLACED WITHIN 5'-0" OF THE STRUCTURE PERIMETER CONSIST OF CLEAN GRADED SAND IN MAX 12". 6) SPLICES SHALL BE 40 BAR DIAMETERS ALL AROUND THE CORNERS AND CHANGES IN DIRECTION. 7) CORNER BARS SHALL BE 40 BAR DIAMETERS IN EACH WAY. 8) MAXIMUM WATER -CEMENT RATIO BY WEIGHT TO BE 0.4. EXISTING 4" CONIC. SLAB NEW 8"X8" FOOTING 1 # 5 CONTINUOUS - ��Coo �. 0 3 o co 3 f2.:p p 1 0©(ti�(D a 0 0) 3 E m p ( _a)mCD � � a o N w m GENERAL NOTES: - DESIGNED BASED ON FBC 2020 (7TH EDITION) - WIND PRESSURES HAVE BEEN DETERMINED BASED ON ASCE 7-16, WIND SPEED OF 175 MPH, EXPOSURE D. - CALCULATIONS BASED ON USING 18/14 SCREEN MESH - THIS STRUCTURE HAS BEEN DESIGNED AND MUST BE FABRICATED IN ACCORDANCE WITH THE STRUCTURAL PROVISIONS OF FBC 2017. DESIGN CRITERIA OR SPANS BIGGER THAN STATED IN THE PLANS MAY REQUIRE ADDITIONAL CALCULATION AND CHANGE IN THE PLAN. - CALC ENGINEERING SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE THE WORK AND DESIGN UPON DISCOVERY OF ANY INACCURATE INFO PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. - NO EXTRA LOAD IS PERMITTED TO APPLY ON THE STRUCTURE AT THE TIME OF INSTALLATION. - CONTRACTOR SHALL CAREFULLY CONSIDER POSSIBLE IMPOSING LOADS ON ROOF INCLUDING BUT NOT LIMITED TO ANY CONCENTRATED LOADS WHICH MAY JUSTIFY GREATER DESIGN CRITERIA. - ALL FASTENERS TO BE #10 OR GREATER ASTM F593 COLD WORKED 304 STAINLESS STEEL UNLESS NOTED OTHERWISE. - ALL ANCHORS FOR ALUMINUM SHALL BE SPACED WITHIN 2 TIMES DIAMETER END DISTANCE AND 2 TIMES DIAMETER MIN SPACING TO ADJUST ANCHORS. FRONT ELEVATION EXIST. WOOD/CONC r OUSE ROOF 0) #10 SMS o Y4"X3" TAPCONS ® 24"O.C. FOR CONCRETE J OR Y4"X 3" LAGS ® 18"O.C. FOR WOOD 3 w a w 0 t 0 (N m U Lu 1 X2 OR 1 X3 0 1/4"X3" STAINLESS _ 7 TAPCON ®24 O.C. F- X w SCREENED BALCONY ATTACHMENT 2" ��.046" .044" N 044' .044' 1X2 2X2 M .07° 07" 2X3 EXISTING 4" / \ CONC. SLAB NEW 8"X8" FOOTING EXISTING WOOD TRUSS OR BLOCKING j „ 2X3 1/4"X4 Y2" STAINLESS STEEL X LAGS ® 16 O.C. (MAX.) 1X2 ATTACHED TO ro 3X3X)s W/ #12 x 2X2X1/8" ANGLE W/(2) #14 TEK SCREWS (2" LG.) SMS & (1) Y4"X2 Y2" 3" STAINLESS ® 12" O.C. (EA. SIDE) STEEL TAPCON EA. SIDE COLUMN TOP ATTACHMENT 3X3 COLUMN ---k 2X2X1 /8" CLIP ANGLES W/ (2) #14 SMS EA. ANGLE -. N \ - • C: u} r� m (D i cn k r GV N C/5 N ~ r .. Z 2 6i :�i LU Q Z C7 Q U cn 0� ❑ ca ❑ ❑ G d 1X2 v 1/4"X3" STAINLESS STEEL TAPCONS 125" @ 24 O.C. STEEL WEDGE ANCHOR EXISTING 4" CONC. 3/8" X 3" STAINLESS SLAB OR 8"x8" FTG 3X3X1/8 COLUMN BOTTOM ATTACHMENT i r�Uis 41�I<r�L REViE-..,,,V APPROVED 0 N c N O U co M W _ U) —1 LL m _JI N Z > rn W 0 � W W D W Z (D •— E � p (D W m ma � CL Z O w W 2 ilj H 0 N 0 N U m U- Z cn Ln N N U) Z co Lu Z Z rn (1)Z m w W c�Oo Op 00 z (") Z U M — Z (D�Jo� W z J —W � Lu 0 -1 cr 0 ( U Q�O�z< Uc)0mLu0 94th STREET R � 25' p. �r LL w�i � •EO a Bm 130'37'40' \\\4e\ •j .�. uln °> Aw A 57.00' \ • / A \ d r • 4A 4 w:aF• BESMENCE 108 s4aT 3 T \ ✓o. � `at nxsaWl ux er > .' a°10»°' Ag`9G �0,:°N ��'. rtIR.O nT ;�\ oU - Fa,R _ ��" *� ---- s �P •„ wMR99RTNz E� ����pppppp OOLLLL,,J ,4i LILLLL�L{aCLLL It �Ll L R DIxc \ M \4aeF Lm x• Ors s w 4M AF U >4P ib ?2 tl - \\ s Ja[xuduEa wt,•MB ron> t "v R . .—..—..—P.'f+—°'f'9➢00-1pJF_...—,. _.. - - - =+Tr ------- \ \ lb \ 2 pp1 L9i z• I.e s.c w) 1 t' t=M a Pc sP, 1 --_-------- )—�MSOUM tFA'KlOt Y'WSPC F4) Inm LOT' f. s Po wO g r ACCURATE LAND SURVEYORS, INC. IFF L.B. ON35 ILI N BOUNDARY & u f454; T1°Tm- TOPOGRAPHIC SURVEY I ECFND OF ABBREVIATIONS + IONSBASEDGNx.aY.D. CENIPAL MOLE NW NE A A. LENGTH JROBEARNO 80. Fr. bOVARE FEET PGP. PEMMNEM COHiiid. PoLNT R. BEALH"""R ""' PA9 5MAT nw eFNDndnc IN E PC P-OFLUNGE Y pT PoIxt OFTANGENOY P.00 POINT -BE. ENCEMEM P.OB. POINTAMEONT WATTiRMETER ONOYEMNXG HNIERWG AA: AILCONDITKKNER FIND. - FOUND SW SE NORTH B EAST E FPt TT.PpAER 4l K.IR F." NT,S �IAMITI. -T •.VEST fs LONCRflE D. R BRDN'ARDCOUXIYRECS D.L.R. AOELWNIY RECOPOS PLAT BOOK OB OEEDBWK S CLF CH/JNI WN FENCF BDMtrvu+G ORB, DFFICNL PECORUS BOCK DRDde ENCH. - ENCH GA0. GARAGE DA WONMPE I�R ROD CA .11TERL!NE NM MANHOLE - - PERNANEM REFFRENCE A10NU1.£M IM, MEASURED IdR POLE '� •• •.y —7— — NG.V.D NAAONADEWErq VERtILA DEE RARAO EASEMENT WM.1 —• WOOD FEHCEU.NCE AE ANCHd+EASEMENT IMINTENNICE METAL FENCE 1— FFRETE P9NrF. EBMt. E48EMFNT — — — FEN[ p ' ELEY ELEIA CONCRETE Y�KLF 'ARE JY •� .s RM BENC= • FENCE 5 gwelaY.9 E,II..,p. ;i 24.09 �. LaTxtPnnwP9, •Fan me. a IIN5 HE 94TH STREET MIAMI SHIRES. T, 3313E 1 LOT 14 OF KIRBYS AOD TON TO MIAM SHORES ACCORDING TO THE PLAT THEREOT AS RECORDED IN PLAT BOOK 41 PAGE 44 0' THE PUBLIC RECORDS M DADE COUNTY. ROMDA AND THE FOLLOMNG DESCRBED PARCEL LESS ME SOUTH 52% STARTING AT THE SWTNREST CORNER M LOT •i AS SHOW ON PLAT OT OVERNMENT LOT 4 OF SECT CN 5 AND THE NORTH 1/2 OF THE NORTHEAST 1/4 a THE SOUTHEAST 1/4 OF SECRON 5 TOWNSHIP 53 SOUTH RANGE 42 EAST ACCORDINO TO THE PLAT THEREOF RECORDED IN PUT BOOK 5 PAE 90 OF THE MBLC RECDIIDS OP MIAMI-DADE COUNTY, RORMA; THENCE NORIHNESTERLY ALONG THE WEST UNE M LOTS V AND •K• FOR A DISTANCE W 200.32 THENCE EAST ALd40 A UNE PARALLEL TO THE SOUTH UNE OF LOT •L• FOR A DISTANCE OF 200'; THENCE SOUTHEASTERLY FOR A DISTANCE OF 1S4.93, TO A PdNT ON THE SOUTH LINE M LOT V: THENCE NEST ALONG THE SOUTH UNE OF LOT ', A DISTANCE OF 100' TO THE POINT DI' BEGI.I.G. CERTIFY TO: 1. BARRY UNIVETBSTY. WE.. A RORIDA CORPORATION 2- TOBIN R ASSWATES. P.A. 3. OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY 1. NONE 1 DRIVEWAY IN ROAD RIGHT OF WAY ALONG THE NORTH BOBHOARY 1 DMYEWAY IN ROAD RIGHT OF WAY ALONG T E SOUTHWEST BOUNDARY aww D, xiol .Lars ffN..,. F� nla� a aIIIW T.— '"'°'Fmns�L A mReADaI °°wwa .,M ... �,s ., x4lwcuwrw+rw AI[N4,w LYD ARE ASSDOAialA'COM�FRpir w i elea"n'LLarmi°Rmli cArt". w iF-' m; �I coo .P. n a FLOOD ZONE DATA: BENCHMARK INFORMATION: ROOD ZONL AE Mota0 BASE ROM ELEVATION: B' CONTROL PANEL NUMBER:123552-120BBE-U306-1- Vim.„N9w EFFECnVE_M 4_ A= RENBED: 9/11/20D9 IwaSr AOMmI, uAol 4.P4iww dATFVAlION "MIS IS TO CERTIFY THAT TH5 IBOK GROUND SLETCH re BWxDART N. WAS MADE UNDER MY RESPCNSBIE CHARGE AND IS ACCURATE AND CORRECT TO THE BEST OF MY MmMLEO(E AND BELIEF. I D✓R11ER CEROTY SEA \ T THAT THIS SKETCH ABETS THE "RENT STANDARDS OF PRACTICE l ESTABLISHED BY THE BOARD Q PROFESSdNAI S,RKYORS AND MAPPERS, CHAPTER 51-1]. —A ADMN5TRATVE CODES. PIMSIINi TO SECTION 4]2.1. l-DA STAIUTEE NOT VALID NLTHOUT r THE SIGN .AIURE AND 1 OB1dNAL RAISED SEA DF A FLORIDA , C 1lRO S 17/ AND MAPPOI. GRAPHI .SCAB SOREST L AND MO ON (PRESIDENT) \,\ PRdT390NAL SURVEYDI4 AND NIPPER No.3889 -STATE a< FLORIDA SHEET 1 OF 1 SCALE r-20' SKETCH NUMBER SU-14-3976 Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. �/ COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. �'� COPY OF LIABILITY INSURACE* E. ✓ COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. ■rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr�rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr■ BUSINESS NAME: C 5cret,A-) wd (bu-4er mo , BUSINESS ADDRESS: )ialeah 5t CITY STATE ZIP33Q2_LAJ BUSINESS PHONE: (154 4.23 -- 4 5-I Q FAX NUMBER ( ) CELL PHONE 423- SICK QUALIFIER'S NAME: %nJy0 4ent QUALIFIER'S LIC NUMBER: 2D 8500 ,549 R, to n m m z a z G7 C m Z n 'a. M Q z, 0 �a ® m Co = 0 co Q—I o m 0 t® p co m m Q z ; CD 1 a• .�. o ^ a CD 0 rn d W N 'v o A z m F O .O•. 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