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CC-12-4(yr- ?Ap Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INS P- 199103 Permit Number: CC -1 -12-4 Scheduled Inspection Date: March 07, 2014 Permit Type: Commercial Construction Inspector. Naranjo, Ismael Inspection Type: Final Building Owner: EVERETT, HENRY AND FRANCES Work Classification: Alteration Job Address: 9636 NE 2 Avenue Miami Shores, FL 33138- Phone Number (727)461 -4370 Parcel Number 1132060132500 Project: <NONE> Contractor: ARCO CONSTRUCTION Phone: 305 - 892 -6507 Building Department Comments PORING NEW CONCRETE BEAM TO REPLACE Infractio Passed Comments CRACKED ONE. INSPECTOR COMMENTS False AY spector Comments Passed CREATED AS REINSPECTION FOR INSP- 197242. CREATED AS REINSPECTION FOR INSP - 188364. CREATED AS REINSPECTION FOR INSP- 188278. Provide engineer report for damaged columns. NBP Provide Eng. report for damaged colums Failed Correction � Needed ❑ �`� Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid March 07, 2014 For Inspections please call: (305)762 -4949 4 Jofre Engineering Inc asuft Jove RE 334 NE 102 Shmt Miami Shore4 Fiodds 33938 786- 382 -1695 Fax: 306,835.0951 E -MaH.. **8@be south.net February 24, 2014 Atte: Miami Shores Building Inspector RE: The Everett Building 9600 NE 2 Ave. Engineer's certification of Interior Columns and Beam Repairs CC-1,1 2- r V,' TO WHOM rr MAY CONCERN: The tie beam that connects all columns in the along the center axis, has been rebuilt according to plans. We certify this beam job as complete, as per our design and specs. The columns that support the tie beam have been rebuilt according to plans. We certify this column job as complete, as per our design and specs. To the best of our knowledge, we certify the structural components mentioned above are solid, firm, and shall withstand the stress of the loads of the roof structure in this space. Sincerely. JoVre,Engineering Inc. ti1audii4o' Jofre P.E. FL Reg. #28531 Discdatmer: This engineering certification shall not be construed or accepted as a guarantee for a portion nor far the entire structure. There are natural events, and accidents, beyond our control, that could imperil this or other buildings. 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 PERMIT APPLICATION FBC 20M CF`: � APR 0 12 2012 !3Y:====C6— Permit No. Master Permit No. C-C Permit T e: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): gojf- `l F,j GR c i i 4 FK 43ces Wa2qppV0ne#: `7 •Z,-7 - gj -� •T °� Address: � A a b Eyo o DR N& City: C-�Li;ARWA -tEri- _State: VL- Zip: 2M- 6:7 Tenant/lessee Name: Phone#: 9 h '1 So 93 Email: JOB ADDRESS: 9 6 3.6 0 E 2 &\ City: Miami Shores County: Miami Dade Zip: -:� 3 j FOlio/Parcel #: '153 �i S b -51 ell V-*-LP-K1 SI�MS 5�. PA'D FS W -'70 Is the Building Historically Designated: Yes NO V✓ Flood Zone: CONTRACTOR: Company Name: C.. co W '�T (to (.-� 1® P Phone#: ® ®� Address: � 6 (25 146 t 3 7 -r e Y e City: jj o 2."(g M Q A lA l State L. Zip: -3-3 i b Qualifier Name: L 6's T RL Phone #: State Certification or Registration #: it 44 C 4 5C) S 1f- Certificate of Competency #. Contact Phone#: 3 GS- 31 1- 6 S 6 I Email Address: DESIGNER: Architect/Engineer. CtS4 z 3 0'F R.G Phone#: -76 6 d 6 O1 Value of Work for this Permit: $ Square/Linear Footage of Work: Type. of Work: DAddition OAlteration 't- "71 Description of Work: °s � � fe-IN i, Submittal Fee Scanning Fee $ ONew a&epair/Replace ODemolition Permit Fee $ r CCF $ CO /CC $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ i 61 DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUf $' Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 BIPROVEMENTS 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 approygd-6spection fee will be charged. , _„' e foregoin instrument was ac ]edged before me this —I— I day of -420 a, by 2 c who is personally known to me or who has roduced� n�i ✓(3n L-Q2AS(,s identification and who did take an oath. NOTARY PUBLIC: r L Print: Lit. My Commission Expires:1 who is personally known to me or who has produced as identification and who did take an oath. APPROVED BY 44 Plans Examiner , e`� �7/ 1 / 1 Z Structural Review (Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) Zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 JAN 1 1261 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 FBC 20 BUILDING Permit No. PERMIT APPLICATION Master Permit No.-�---°� Permit Type: JOB ADDRESS: BUILDING City: Miami Shores County: Miami Dade Zip: r� �� Foho/Parcel #: Is the Building Historically Designated: Yes NO < Flood Zone: OWNER: Name (Fee Simple Titleholder):-; G9 i���r� Phone#: City: (D&A —' v� �'^�'('� State: EL Zip: Z 31- Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: ip(® r 7sr 4- (® -d�_ Phone #: Address: %��9 ---�� %<'� City: 12, a gjc,,� _ state: FEZ= Qualifier Name: Z,,,P S W4 M2 Sf'172 Phone, State Certification or Registration #: &C %5 D S / &:M Certificate of Competency #: Contact Phone #: Email Address: DESIGNER. Architect /Engineer. Phone #: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: OAddition OAlterattion ONew ORepair/Replace ODemolition Description of Work: O i r ��-- Color thru tile: Submittal Fee $ Permit Fee CCF $ CO /CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip 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 UAPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ,20 _,by who is personally known to me or who has produced on or e this The foregoin instrument was acknowledged before me day of 20_, by Cd=XJ , who is personally known to me or who has produced As identification and who did take an oath. as identification anti who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC- x0' tlQ1 yQ, ►►bro / ` si. Sign: Sign: `M.- aj 4e, Print: Print: tap My Commission Expires: My Commission Expii Vii' °•... .�� APPROVED BY �! Plans Examiner Zoning Structural Review Clerk (Revised 52/2012)(Revised 3/12/2012) XRevised 06110/2009)(Revised 3 /15 /09)(Revised 7/10/2007) ►1 X11 Miami Shores Village Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PE PLICATION FBC 0 Permit BUIULDING, OWNER: Name (Fee Simple ROOFING � a� P �A 0 3 Liiz ­' Permit No. I t,4, Master Permit No. Tenant/Lessee : Name: Phone#: Email: 40-0 ✓ d4ee- y.. B» Aa-vew -a- JOB ADDRESS• q G I y. =16 /V' . ✓e . City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the. Building Historically Designated: Yes NO ✓ Flood Zone. CONTRACTOR: Company Name: , � C`y c--V e sg�- , t^10 r, Phone#: Address i O� /= f �� City: - c Ct -t < State• L Qualifier Name• ' Phone#: S..Q State Certification or Registration #: C / S / l� Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer. Phone#: Value of Work for this Permit: $ ® 0 0 ff Square/Linear Footage of Work: C9 Type of Work: OAddition DAlWfation ONew OtepairlReplace ODemolition Description of Work: o ,- ,-, _-t, / cz /� c 0--, jex S Submittal Fee $ Permit Fee $ dD CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ TraininglEducation Fee $ Technology Fee $ Double Fee $ Structural Review $° /O ' T06L FEE NOW DUE $ 79 Bonding Company's Name (if applicable) Bonding Company's Address city State Mortgage Lender's Name (if applicable) M3�arC"t'T�rT7 w.fr. �=> >: City State TV �P Application is hereby made to obtain a permit to do the work and installations as ice. I owify that no work 9r °b4all ition has commenced prior to the issuance of a permit and that all work will be perfonnod to meet the standards of All la*s regalating construction in this jaasdicdon I understand that a separate permit most be secured for ELECTRICAL WORE, PLUMBING,'SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS. TANKS and AIR CONDUIONERS, ETC-- OWNER'S AFFmAVYT: t I certify that all the foregoing infom:amation is accurate and dat all work will be dome in compliance with all applicable laws neguhdmg won and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR BIPROVENUUM 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 conMon to the issuance of a kdl&vg permit with an estimated value a wee&ng $M, the applicant must promise in good faith that a copy of the notice of commencenumt and rvmoracTiont lien law brochure will be delivered to the person whose property a subject to attachrne x Also, a cerdfled copy of the recorded notice of wiencement must be posted at the job site for the first inspection which occurs seven (7) daps after the building pemw is issued In the absence of such posted notice, the inspection will not be approved and a reinspecdon fee will be charged signs=. Owner or Agent The foregoing instrument was scimowledged belbre me this r day of AkLz 20 `:-Zs* who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: V �r 11 My Commission Expi=: C t rive . llut la C���i�:;8�8pgL3bl;57g�:1 lid. 07➢ 2013 S' Tlc foregoing t was ack�wledged befm me WsLr 1 day of 20 tZby f &-&s e.ts who is personally known to me or who has as idendfication and who did take an oath. N / / T r!!i: III It:? (Rewjsed mnaoXRavi=a 06MAN d s) Sign: GL.ec� Print: My Commis on � FIam f`atberine A. Duft Zomng Miami Shores Village .Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit NaC C — Y— Z. Job Name Date 6 V-u; -I� I —t STRUCTURAL CRITIQUE SHEET S �r1 1 T CAL_ (�IGJ� -T ,1K+ NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO._ 2:-" TAX FOLIO NO STATE OF FLORIDA: COUNTY OF MIAMI -DADE: OR Ekt 28046 Ps 1642; { 1P9) RECORDED 03/23/2012 15:26 :30 HARVEY RUVINr CLERK OF COURT MIAMI -DADE COUNTYr FLORIDA LAST PAGE THE UNDERSIGN h re gives notice that! rovements w�_ {ainade to certain real prop f�t1, Ice orafl,�fa Sta �" f information is rOVid fa j �a "i'm'p a•:�'7r, i.YYi:Q3 46P ., CIA Gkk WITNESS may hail and QM al :J.. S i'iu v. Q IM QfiD Y:E 9&'&67 HARVEY V LE r�J ' 07"y GafJris �� ®� g above reserved for use of recording office Br D.C. 1. Legal description of property and street/address: �,� � , `� �x��4 ` "7 2. Description of improvement: F-S _ 3. Owners) name and address: Interest in property: Name and address of fee simple titleholder. 4. Contractor's name address and phone number: 5. Surety: (Payment bond required by owner from contractor, if any) /g Name, address and phone number �°O Amount of bond $ 6. Lender's name and address: / 7. Persons within the State of Florida des gnated by Owner upon whom notices or other documents may be served as provided by Section 713.13(i)(a)7., Florida Statutes, Name, address and phone number. _ a en, d_9 H,1 c-� 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, address and phone number: 0 -zJ 9. Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a ciffferent date is specf m WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORD OUR NOTICE OF CO E EMENT. Signa s of Owners) Oro wners' A orized Officer/Director/Partner/Manager Prepared By Prepared By Print Name Print Name Title /Office Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE 1 (� `1151 $1 /V'1 , l �- The foregoing instrument was acknowledged before me this day of 1 ��� r� . .- �r���,, t ^/ By a .•� ..... D viva ❑ Individually, or ❑ as for ❑ Personally known, or ❑ produced the following type of identificat'am, Signature of Notary Public: Print Name: (sEAy Tv 7 3059•: Q- NER {FlCATION PURSUANT TO SECTION 92525 FLORIDA STATUTES OF•F\ -'Zp' Under penalties of perjury, I declare that I have read the foregoing and ���rrrrriliittt>>�� that the facts stated in it are true, to the best of my knowledge and belief. Signature(s). of Owners) or Owne )' uthorized Officer/M er/Manager who signed above: By 7 123.07 -62 PAGES 3H0 I t EVERETT BUILDING 9636 NE 2ND AVE. Miami — FL Project: TIE BEAM REPAIRS. As permitted by teh Florida Administrative Code, Section 61G15- 23.002(2) this cover page has been signed, sealed and dated assuming reponsibility for all calculations listed below: NUMBER OF PAGES 8 TABLE OF CONTENTS Cover Sheet Framing Plan Repair Calculations Details and Notes r a' A Miami Shores Village APPROVED BY DATE ZONING DEPT quo-0- BLDG DEPT l 4,i- SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATU AND COUNTY nULES AND RFOULATIONS PAGES oC Claudio Joker P. #28531 334 NE 102nd. Street Miami Shores — FL. 33138 786 -382 -1695 ALL CALCULATIONS IN THIS SET COVERED BY THIS S. & SEAL" Meet 1 TIE, BEAM REPAIRS EVERETT BUILDING 9636 NE 2ND AVE. Miami — FL EXI STE FRAMING PLAN VIEW A) TOTAL LOAD TO REPAIRED TIE BEAM DL LL RF: = 0 CLG: = 0 Parapet: =30 30 B) W TO BEAM. 30 + 30 = 60 PSF W = 60 x 2.2 + 9x20 = 325 # /If Trib. Wt of area exist Bm. Fleet 2 TIE, BEAM REPAIRS 1 EVERETT BUILDING 9636 NE 2ND AVE. Miami — FL DESIGN OF REQUIRED TIE BEAM EXISTING PARAPET EXISTING BEAM 2 NEW DL = 25 x 22.5 +20x9 = 0.75 k/I 1000 LL = 30 x 22.5 = 0.7 k/I 18' -O" ,000 V = (0.75 +7) x 9 = 13.05 k 3.5 2 M= 1.5x18 8 = 61 K -I OR 730 k-11 Sheet 3 TIE BEAM REPAIRS EVERETT BUILDING 9636 NE 2ND AVE. Miami - FL CONCRETE RECTANGULAR AND TEE BEAM DESIGN A) EXISTING TIE BEAM 9x20 TO BE REPAIRED. B) General Information Rebar 0 Left End Span: 18 ft fc: 3000psi Seismic Zone: 0 Depth: 28 in Fy. 60,OOOpsi End Fixity. Pinned - Pinned Width: 10 in Conc. Wt.: 145 pcf Live Load: acts with Short Term Beam Weight: Not Added C) Reinforcing Design Calculations F) Span =18 Rebar 0 Center of Bm. Rebar 0 Left End of Bm. Rebar 0 Right End of Bm. k -ft Count Sz. d to top Count Sz. d to top Count Sz. d to top #1 2 5 26in #1 2 5 26in #1 2 5 26in #2 2 5 22in #2 2 5 22in #2 2 5 22in D) Load Factoring: L. Fact. supports 2003 IBC and 2003 NFPA by virtue of their references to ACI 318 -02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318 -02 C2. E) Uniform Loads Dead Load Live Load Short Term Start End #1 0.900k 0.700k k 0.00 ft 18.00 ft F) Span =18 ft Width = 10 in Sitrrups Area 0 Maximum Moment: Mu := 99.22 k -ft Allowable Moment: Mn *phi = 125.73 k -ft Maximum Shear: Vu : = 16.76 k Allowable Shear: Vn *phi= 27.93 k Depth= 28 in Max Deflection: _ - 0.1341 in Max Reaction 0 left= 14.4 in Max Reaction 0 right= 14.4 in Shear Stirrups... Mn *Phi Mu, Eq.0 -1 Sitrrups Area 0 Section: = 2 0.220 in Region 0.00 3.00 6.00 9.00 12.00 15.00 18.00 Max. Spacing 1.50 1.50 3.00 3.00 3.00 1.50 1.50 Max Vu 16.76 14.81 7.41 7.23 7.23 14.64 16.58 G) Bending and Shear Force Summary Bending Mn *Phi Mu, Eq.0 -1 Mu, Eq.0 -2 Mu, Eq.0 -3 • Center 125.73 k -ft 99.22 k -ft 74.42 k -ft 32.80 k -ft • Right End 125.73 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft • Left End 125.73 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft Shear Vn *Phi Vu, Eq.0 -1 Vu, Eq. C -2 Vu, Eq.0 -3 • Left End 27.93 k 16.76 k 12.57 k 5.54 k • Right End 87.53 k 16.58 k 12.44 k 5.48 k Sheet 4 . TIE. BEAM REPAIRS H) Deflections and Reactions Summary Deflections... DL +(Bm Wt) DL +LL +(Bm Wt) DI +LL +ST +(Bm Wt) Reactions... DL +(Bm Wt) DL +LL +(Bm Wt) DI +LL +ST +(Bm Wt) EVERETT BUILDING 9636 NE 2ND AVE. Miami — FL Upward 0.0000 in at 0.000 ft 0.0000 in at 0.000 ft 0.0000 in at 0.000 ft CAD Left 8.100 k 14.400 k 14.400 k Downward — 0.0372 in at 0.000 ft — 0.1341 in at 0.000 ft — 0.1341 in at 0.000 ft ® Right 8.100 k 14.400 k 14.400 k CALCULATION OF DESIGN CONNECTION FOR SHEAR FRICTION IN CONCRETE ELEMENTS Mu(appl)= 0 k —ft Vu(appl)= 21 kips Fy= 60ksi dowell qty: = 2 (2) 1" hole filled with Sikadur 35, Hi —Mod dowell # — 7 r --18" col � LV with Tensile Strength = 7000psi dowell area = 0.6in2 2 #7 dowell perim.= 2.75in cl. fr m dowell embed.= 6 in top 4 h =lbin dwl L. into bm.= 2' -6" d= 1 dowell effective: 2' -6" depth d = 4 in width = 10 in Tension (t) dwl= 296981b depth = 8 in f'c = 3 ksi CHECK CONNECTION FOR SHEAR FRICTION CAPACITY 1. Find Required Area for Shear Friction Bars Avf = (in2) Avf = Vu/ ((n *fy*m)= 0.68 in2 2. Find Bars Section Area= where Vu = 20.925 (n= 0.85 where Fy= 60.0 ksi m= 0.6 2 #7 As supp= As supp= 1.20 in > Avf= 0.68 in2 a , 2 #7 dowels OK THEREFORE CONNECTION IS ACCEPTABLE FOR SHEAR FRICTION APPLIED TO BARS Sheet 5 TIE-BEAM REPAIRS EVERETT BUILDING 9636 NE 2ND AVE. Miami — FL CHECK CONNECTION FOR TENSION APPLIED TO BARS AND EPDXY HOLES 3. Find Maximum Tension that migth develop to dislodge bars from epoxy holes M (tension) = As (dwl) * fy * (d —a / 2) € where a =(As (dwl) * Fy) / (0.85 *F'c * width) a= 1.41 in M= 119 k —in > Mu(applied)= k —in .. USE #7 bars 4. Find Tension for Dowel T = M/d (dowel)= kips T(applied) = 29698 lb. 4.1. Find Tension Allowable for Top Dowel T = Dwls area * Fy= kips T (allow.) = 36079 lb > T(applied) /dwl = 29698 lb. THEREFORE CONNECTION IS ACCEPTABLE FOR TENSION APPLIED TO BAR 5. Find Tensile Stress in epoxy developed by dowel f(t)= T (applied per dowel) /Contact area (psi) contact area = Dowel Bar Perimeter * Dowel embedment = in2 contact area = 16.5 in f(t) = T /c.a = 1801 psi 5.1 Find Epoxy Maxium Allowable Tensile Stress F(t)= f(t) epoxy * dowel embedment (psi) Ft(e)= 7000 psi > f(t) = 1801 psi .'. CONNECTION IS OK. THEREFORE CONNECTION IS ACCEPTABLE FOR TENSION APPLIED TO EPDXY IN HOLES Shoot 6 TIE BEAM REPAIRS #4 L SHAPE DWL. (2)#7 x 3' -0" L DOWELS 6 INCHES INTO THE COLUMNS, WITH EPDXY. TYPICAL EXISTING COLUMNS—, TO REMAIN (18x18 REINF. CONC.) EVERETT BUILDING 9636 NE 2ND AVE. Miami – FL 3' -104" 4 #5 REBARS WITH #3 TIES AT 4" APART. TIE BEAM REPAIRS DETAILS SCALE: N.T.S. STEP BY STEP REPAIRS NOTES: EXISTING BEAM TO BE REPAIRED. 20Hx10W REINF. 1t� USING A HAMMER LOOKING FOR HOLLOW SOUNDS, HIT THE BOTTOM OF THE BEAM TO BE REPAIRED, AND REMOVE THE LOOSE PIECES OF CONCRETE AROUND THE BARS. OWHERE EXISTING CONCRETE IS FIRMLY ATTACHED TO BARS, LEAVE AS IS. IF BARS ARE EXPOSED, CLEAN THEM THOROUGHLY AND APPLY ANTIRUST SPRAY PAINT TO THE BARS. OAPPLY TWO COATS OF BONDING AGENT TO THE BOTTOM OF THE TIE BEAM TO BE REPAIRED AND TO THE CONCRETE AROUND THE REBARS. NEW CONC. BEAM UNDER OLDER BEAM ODRILL AT THE CENTER LINE OF THE BOTTOM OF THE BEAM. 1 INCH DIAMETER BY 6 INCHES DEEP HOLES CAD 46" O.C. FILLED WITH NON SHRINKING EPDXY GROUT, TO RECEIVE THE #4 "L" SHAPE DOWELS. ODRILL AT BOTH ENDS OF THE BEAM AND AT APPROXIMATELY 4 INCHES FROM ITS BOTTOM, AND SEPARATED APPROXIMATELY 6 INCHES ON CENTER, (2) X 1" DIAMETER X 6" DEEP HOLES TO RECEIVE 2 –#7x 3 -0 LONG DOWELS. OINSTALL THE BARS CASE THAT CONSISTS IN (2) #5 TOP AND BOTTOM WITH #3 TIES SPACED 4 INCHES O.C. OINSTALL THE FORMS AT THE BOTTOM AND IN ONE SIDE OF THE PROPOSED CASE, LEAVING THE OTHER SIDE OPEN FOR THE STRUCTURAL INSPECTOR APPROVAL- ONCE THE WORK HAS BEEN APPROVED BY THE INSPECTOR, INSTALL THE SIDE FORM THAT HAS BEEN PROVIDED NTH FUNNELS SPACED AT 24" APART. OPOUR CONCRETE THROUGH FUNNELS, USING A PUMP MIX CONCRETE UNTIL THE FUNNELS LOOK TO BE FILLED. 10 THE SIDE FORMS CAN BE REMOVED 24 HOURS AFTER THE DAY OF THE POURING. AND THE BOTTOM FORM CAN BE REMOVED SEVEN DAYS THEREAFTER. TIE BEAM REkIRS EXISTING PARAPET_ I 1 EXISTING I 1 TIE BEAM I t 'IN1 I 1 1 1 1 I EVERETT BUILDING 9636 NE 2ND AVE. Miami — FL EXISTING ROOF JOISTS (NOT CONNECTED TO THE BEAM.) TYP. BOTTOM SECTION SCALE: N.T.S. I i 1 1 BOTTOM SECTION AT ENDS SCALE N.T.S. TYP. ELEVATION AT ENDS SCALE: N.T.S. Claudio .Ioke P.E. X28531 334 NE 102nd. street Mlwnl Shores — FL 33138 786- 382 -1695 ►v 1 ,.1 ti 0 -4 t,• 11 • bl- COO�'O�t1C�J0 Oii� 't�OQa�C�9. CONSULTING ENG, P.A. CIVIL i STRUCTURAL 1*P- 2224S Ea 0005512 7220 Sul. 39th TERRACE MIAMI, FLORIDA 3368 TEL -(305) 262 -6225 FAX -(305) 262-2014 E -ml orlandofortar "leo gm4t D C.c� � .pia a�� �`, .. _ � � �S �� . m �-� '. t �t»� � .. � ���� � `v� � �� ■ ©PQMMOo M. Qo1P%Mn consulting argnsers, p.a. civil / structural. FE 22249 - EB -0M 12 1220 seq. 39th terrace e - (305) 262 -6115 miami, Fla, 33155 fax - (305) 162 -2014 orlandofortonO bellsouth.net- TIE BEAM REPAIRS FOR BROWN EVERETT BUILDING 9636 N.E. 2ND. AVENUE, MIAMI SHORES, FL. D dowel 9tY= ; 2 'dowel # .. .. 7 to d Vies area"' ..—'0.60.1n2*, dwl.p err im: .: ..2.75 in. U r m 4 m shearfricdonSLABS Page 1 ------------ --- I r m 4 m shearfricdonSLABS Page 1 . t (ff)(PoflDmac) m. fpowQT'mn consulting engineers, Pa. civil / structural F.E.-22249 - EB-00512 1220 9AL 39th terrace phone - (305) 262 -6225 miami, fla, 33155 fax - (306) 2624014 oi+mdofoMun0 beUsouth.net. TIE BEAM REPAIRS FOR EVERErr BUILDING 9636 N.E. 2ND. AVENUE, MIAMI SHORES, FL. i� REPAIR NOTES: 1. USING A HAMMER LOOKING FOR HOLLOW SOUNDS, HIT THE BOTTOM OF THE BEAM TO BE REPAIRED, AND REMOVE THE LOOSE PIECES OF CONCRETE TO EXPOSE THE BOTTOM BARS OF THE BEAM. 2. ONCE THE BARS HAVE BEEN EXPOSED, REMOVE THE CONCRETE AT LEAST ONE INCH BEHIND THE BARS. 3. APPLY TWO COATS OF A BONDING AGENT TO THE BOTTOM OF THE TIE BEAM TO BE REPAIR AND TO THE CONCRETE LEFT BEHIND THE REBARS. 4. DRILL. AT THE CENTER OF THE BOTTOM OF THE BEAM, 1 INCH DIAMETER BY : 6 INCHES DEEP HOLES @ 24 O/C FILLED WITH NON SHRINKING EPDXY 1 GROUT, TO RECEIVE THE #4'L° -SHAPE DOWELS. Q h 5. DRILL AT BOTH ENDS OF THE BEAM AND APPROXIMATELY 4 INCHES FROM ITS BOTTOM, AND SEPARATED APPROXIMATELY 6 INCHES ON CENTER, (2) X r 11NCH DIAMETER X 6 INCHES DEEP.HOLES, FILL THEM WITH NON, �. SHRRNNKING EPDXY: GROUT TO RECEIVE 2-47 X 3-0 LONG DOWELS. ; 6 Sr5T5 IN (2) #5 TOP AND BO INSTALL THE BARS CASE THAT CONTTOM Q a WITH ##3 TIES SPACED 4 iwHES OIC. 7 INSTALL THE FORMS AT THE BOTTOM AND IN ONE SIQE OF THE PROPOSED CASE LEAVING THE OTHER.SIDE:OPEN FOR THE.STRUCTURAL INSPECTOR NSPECTOR > n m Y n TO APPROVE 8. ONCE THE, WORK HAS BEEN APPROVED BY THE INSPECTOR, 1 °p s PROCEED TO Z . INSTALL THE SIDE FORM THAT HAS BEEN PROVIDED WITH FUNNELS S PACEQ; 241NCHES ,APART W p 10 9. POUR THE CONCRETE THRU THE FUNNELS USING A PUMP MIX CONCRETE Z .. UNTIL THE FUNNELS. LOOK TO BE FULL. io THEaipE FORMS CAN BE REMOVED. H FOLLOWING DAY OF THE POURING .o O1 AND THE BOTTOM FORM CAN BE REMOVED SEVEN DAYS THEREAFTER. Z 4 .