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HomeMy WebLinkAboutSUBMITTED PAPERSA OFFICE USE ONLY: DATE FILED: v .I y` PLAN REVIEW FEE: . RECEIPT NO.: PERMIT NUMBER: I i' o a • 00 c CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED I . 2. 3. 4. 5. 9. 10. PLANNING & DEVELOPMENT SERVICES DEPARTMENT 6 BUILDING & CODE REGULATIONS DIVISION BY _ 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 St. Lucie County 772-462-1553 �o D APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE //��P,ROJECT INFORMATION ^' , LOCATION/SITE ADDRESS: gg7v s PROJECT NAME: ©L'f WV R 'NoIQ'� I SITE PLAN NAME: PROPERTY TAX ID #: *So a — SO — 0 O 0 0 LEGAL DESCRIPTION (attach extra sheets if necessary): PLAT BOOK 6. PAGE NO. PARCEL SIZE (ACRES/SQ FT.): 7. BLOCK NO. LOT DIMENSIONS: 8. LOT NO, COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: Fe/�/9 / K OF CD&c- OF ROOF .peci Vry D ec Eff 1-rwfill l-�* , Tf c?-(Ve_�C_ 11. SETBACKS (ACTUAL) FRONT: BACK: RIGHT SIDE: LEFT SIDE: 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) [ ] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION [ ] RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL [ l OTHER (SPECIFY) ¢�� pµ >; j j(�)zj 0 %Z 5TUG c o Q) r) CT'e e 13. DESCRIPTION OF PROPOSED USE: 14. 16. SQ. FT OF CONSTRUCTION: VALUE OF CONSTRUCTION: $ 15. SF. FT 1 st FLOOR: The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 UPDATED 6/25/09 OWNER INFORMATION S.�3C' % �/� NAME: 0G(2ffN q IV09Th � C�U(�,y� Orn I � / U� ADDRESS: '7 g q'o S o1 ��f� rli ot2 R ('y e CITY: STATE: ILI ZIP: .35� PHONE (DAYTIME): (777a ;?9q -- ; 0 % Q Email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): (_) CONTRACTOR INFORMATION ST. of FL REG.CERT #: C G Cf0 oZ y ST. LUCIE COUNTY CERT #: BUSINESS NAME: CDw 5T'RucrI D N e-s' ry C QUALIFIERS NAME:- S .S'eS S O ADDRESS: �30 3J) m M O r-RfV 3) CITY: P'ee h F *-- l -b �el r`l, STATE: �I ZIP: 3 � 7� PHONE (DAYTIME): (n 3��%" OS70 FAX NO. 35-V-BSy1 Email: -S 01, $0w1V@DfA C-6 fV Ti 'o kV U ARCHIT/ENGINEER C Sl�i ''�?R ! Iy ee K 1►y LLB ADDRESS: /a35 Se- ��r4rJ ST2ee-T_ iV'►T� l a3 -- CITY: 5TUH")C T STATE: F/ ZIP: 3, % 5?7 PHONE (DAYTIME): ( jaao - 56 a l BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: STATE: ZIP: STATE: ZIP: IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. • • CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. 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 separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict tivith any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohihit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER OR CONTRACTOR SIGNATURE STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me this day of 20 , by O CTOR SIGNA STATE OF FLORJPA COUNTY OF The foregoing instrument was acknowledged before me this /Z day of� 't*� J , 20�, by mES d ofG rr orb y who is personally known or has produced who is personally known iG or has produced as identification. as identification. Signature of Notary gig"ture of NVtary Commission No. (Seal) Commission No. NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. OFFICE USE ONLY BP #: SECTION TOWNSHIP RANGE MAP NO. ZONING �1 ; T� LAND USE ov_n LOT CVG % TAZ NO. FLOOD ZONE FIRM MAP # I ST FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORM WATER LOT OF REC Before 1/1990 LOT OF REC After 1/1990 LOT SPLIT REQUIRED LOT SPLIT APPROVED REPORT CODE I 0 HABITABLE AREA RADON RADON FEE PERMIT FEE LIBRARY IMPACT FEE PUBLIC BLD IMPACT FEE CORRECTION PUBIC BLD IMPACT FEE GENERAL PARKS IMPACT FEE SCHOOL IMPACT FEE ROAD IMPACT FEE CREDIT Y N LAW ENF IMPACT FEE FERE/EMS IMPACT FEE DRIVEWAY REQUIRED Y N DRIVEWAY FEE ADMINISTRATIVE VARIANCE FEE SPECIFY SUBS REQUIRED MECHANIC ROOF ELECTRIC GAS PLUMBING NON -CONFORMING LOT OF RECORD FEES MISCELLANEOUS FEES DATE SENT TO ADDRESSING: REVIEWS FRONT COUNTER ZONING REVIEW SUPERVISOR REVIEW PLANS REVIEW VEGETATION REVIEW SEA TURTLE REVIEW MANGROVE REVIEW DATE RECEIVED (• DATE COMPLETED •.2 INITIALS MAR-11-2014 08:59A FROM:JB PAINTTNC 9545745250 TO:17724621578 P.2/4 I _ 1, .•sue_.._ t� CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. 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 separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application. St. Lucie County snakes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT, NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. 4 %t ER OR CONTRACTOR SIGNATURE STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me this ---rr08�� day of� 20 by oL AIey SI X.V oy who is personally known >�_' or has produced identification. O CTOR SIGNATUIW STATE OF FLORWA COUNTY OF u_,oaz The foregoing instrument was acknowledged before me this '/Z day of 4e_ZC,,e±ZZ , 20z, by .6 rj- orb y who is personally known CSG or has produced as identification. RACHEICARO ture of N ry t e of Lary ;••.;7 ; ., • 'Maly 1uNic - suw of a RACHEI CAROFAMO Commission No. F f D 1 R 2 o I My Comm. Ern � � 2017 lion No. FF� � '� War Public - itNa at Florida gr COmntit1110 0 FF 07#M' My tsoMN Ode 2E, 2017 of CommKtlon 0 FF 079207 NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. CIVIL - STRUCTURAL - MARINE E N G I N E E R I N G 26-June-2014 St Lucie County Building Department 2300 Virginia Avenue Fort Pierce, Florida 34982 o:772-462-2172 f:772-462-6443 Re: Permit # 1402-0260 Oceana North I 9940 S Ocean Drive Jensen Beach, Florida 34957 Dear Building Official, CSM ENGINEERING, LLC 1 235 SE INDIAN STREET - SUITE 1 03 STUART, FLORIDA 34997-5690 o: 772-220-4601 vv: WWW.CSM-E.NET FILE COPY This letter is to certify that the Contractor, J B Construction & Design Inc., has satisfactory completed the restoration work at the above -referenced location per the drawings (12-MAR-2014) and specifications (12-MAR-2014) submitted by CSM Engineering, LLC (Engineer of Record). CSM Engineering, LLC performed the ongoing inspections at the above reference project during demolition and for final concrete placement. All concrete was poured 24 hours after each inspection as per ICRI code requirements. "Sikacrete 211 with SCC Plus" bag mix was approved by engineer as an alternate to standard concrete mix for repairs. All Inspections have been completed as of the date of this letter. A detailed inspection list follows: 15-MAY-2014 19-MAY-2014 We doxfi�ec�th®q��>Qp�repairs with digital photographs, along with field drawn schematics. \` UU ENS to tie �t 0fi iy qce3nments, please contact me. -sr_nAl1 �DJUL i NE'D 1 OF 1 CIVIL - STRUCTURAL - MARINE CSM ENGINEERING. LLC 1 235 SE INDIAN STREET - SUITE 1 03 STUART, FLORIDA 34997-5690 o: 772-220-4601 W: www.CSM-E.NET E N G I N E E R I N G 30-MAY-2014 St Lucie County Building Department 2300 Virginia Avenue Fort Pierce, Florida 34982 o:772-462-2172 f:772-462-6443 Re: Oceana ort 9940 S Ocean Drive Jensen Beach, Florida 34957 Dear Building Official, This letter is to certify that the Contractor, J B Construction & Design Inc., has satisfactory completed the restoration work at the above -referenced location per the drawings (12-MAR-2014) and specifications (12-MAR-2014) submitted by CSM Engineering, LLC (Engineer of Record). CSM Engineering, LLC performed the ongoing inspections at the above reference project during demolition and for final concrete placement. All concrete was poured 24 hours after each inspection as per ICRI code requirements. All Inspections have been completed as of the date of this letter. A detailed inspection list follows: 15-MAY-2014 19-MAY-2014 We documettte kmtw rags Gvith digital photographs, along with field drawn schematics. In the eve_lt oPany ggq6tiM*0 comf0ents; please contact me. Sin rel}4 Charles A. r Jr.,. PRO . \ Florida RegistOeq s Ale e #76910 0111110 FILE COPY 1 of 1 January 30, 2014 Ocean Condominium Association, Inc. _ - - __9940 South Ooen.± Jensen Beach; P1. 14957 - — - Aft: Ed Kotch, Property Manager 772-229-3010, Fax: 772-229-7407 Pull Permit for stucco concrete work Approximate Cost: Engineering Repair Materials/Labor to repair area: Total: J.B. �nstrucdon, Inc. 00�- a Condominium Association, Inc. CIVIL - STRUCTURAL - MARINE CSM ENGINEERING, LLC 1 235 SE INDIAN STREET - SUITE 1 03 STUART, FLORIDA 34997-5690 o: 772-220-4601 w: www.CSM-E.NET E N G I N E E R I N G 24-March-2014 St Lucie County Building Department 2300 Virginia Avenue Fort Pierce, Florida 34982 o:772-462-2172 f.772-462-6443 Re: Permit # Oceana North I 9940 S Ocean Drive Jensen Beach, Florida 34957 Dear Building Official, Please find your comments dated 11-March-2014 accompanied by our responses. 1. Both sets of plans must be designed to 165 MPH wind speed. exposure "D" a. The plans have been update to show their design meets 165 MPH wind speed, exposure "D" 2. Both sets of plans must contain an embossed seal as stated "originals". Plans must be signed. dated. and sealed by the design professional. (No Photo Copies) a. The plans have been individually signed and sealed as required. An approved Ink Seal has been used. 3. Design professional to submit the structural inspection plan in duplicate as stated in FD 553.79 a. An signed and sealed inspection plan has been produced in the form of a letter 4. Submit a signed, sealed. and dated letter of intent from the special inspector for this job a. A special inspector is not required for this project per Joe Cicio as per our conversation on 21-March Sincerely, Douglas R Davis Project Manager 1 7 . CIVIL - STRUCTURAL - MARINE 11111111111111111X 1W CSM ENGINEERING, LLC 1 235 SE INDIAN STREET - SUITE 1 03 STUART, FLORIDA 34997-5690 o: 772-220-4601 W: www.CSM-E.NET E N G I N E E R I N G 24-March-2014 St Lucie County Building Department 2300 Virginia Avenue Fort Pierce, Florida 34982 o:772-462-2172 f.772-462-6443 Re: Permit # 1402-0260 Oceana North I 9940 S Ocean Drive Jensen Beach, Florida 34957 Dear Building Official, Please find your comments dated I I-March-2014 accompanied by our responses. 1. Both sets of plans must be designed to 165 MPH wind speed. exposure "D" a. The plans have been update to show their design meets 165 MPH wind speed, exposure "D" 2. Both sets of plans must contain an embossed seal as stated "originals". Plans must be signed, dated, and sealed by the design professional. (No Photo Copies) a. The plans have been individually signed and sealed as required. An approved Ink Seal has been used. 3. Design professional to submit the structural inspection plan in duplicate as stated in FD 553.79 a. An signed and sealed inspection plan has been produced in the form of a letter 4. Submit a signed, sealed. and dated letter of intent from the special inspector for this job a. A special inspector is not required for this project per Joe Cicio as per our conversation on 21-March Sincerely, Douglas R Davis Project Manager 1 OF 1 You are logged in as: cDisur\humo�& BUILDING & CODE SYSTEM V-1— 21.13A Property Valuation Property Alert Edit Pei ini t I searcii Permit I Review I inspectfon Permit Fe^vpayment Misc fee Contractor Reports Ma in t Fiscal I post Date 14aint ERD NOTE: CANNOT change Permit Status to 'Issued' until Pormi/Zonin/Renew fee has been assessed and paid for this Permit. Port REVIEWS Print Review Comments Form -Ali comments Permit Print Review Comments Form Noncompliant Enter Peffnit k. (Press ENTER) 1402-0200� 1402-0260 Entail Info For Reviewer COMMeStS 1PERMIT INFORMATION Permit 9: 1402-0260 Job Address: 19940 OCEAN DR PROJECT 4: 14502-502-0000-00014 Master Permit #: r Permit Type- 1COMMERCIAL RENOVATION Status: [Pending = Job PATR OF F DECK (CONCRETE & STUCCO) UNDER PARAPET WALL AT SOTHWEST CORNER r0EF Description: c;tj� 13LDING. Issued By: 0 - Date Finaled: 0 Finaled By: F IREVIEWS . ....... . ............ Add Review I Please "Oct A Review to Add or View Reviewer Comments Parcel Permit -1 Date Issued: ............................... ....... .............. stabs Date Sent Review Type Reveller Dam Started Date Complete Sera Comment. ReWmed Corm Date Last Chat Last Changed I ........ ....... .. . I . ..... �ct To . ...... FRONT AUDREY ....... .... Edtt Add Or View Delete COUNTER COMPLETE HUMPHREY 211912014 2/1912014 2/19/2014 comments REVIR-V Select To PLANS Add Or View Delete EXAMINER INCOMPLETE XX CICIO 2/19/2014 311112014 3111/2014 4000i Oonirrienrs REVIEW Seleil To Ile QE1= ACdommed DOCUMENTS AUDREY PENDING 2/19/2014 2119/2014 eats . ... . ..... MISSING HUMPHREY . . ............... . ...... .... ............ . . ..... REVIEWER COMMENTS . . ........... . ...... . .. . . ........ ** .... .... ..... . .. ........ .. ... . ........... . .. .. .... ........ Add Reviewer ComT!n� Edit first 10 CommontelCompliance Dates ....................................... ....... ............. Coffiffleat ... . ................................... . . . ..... -1.1 ......... .... Compliance Date i Date Entlered Entered By Date Last Changed cast Chan"d By -P:re iife, IQ :terra' (umnwrr- wed frx klr Reves, ;eke. Revea ix4 rid: Add Rtvevr 0ITMe. W. ��o X"P��4 e-n *4,p ��h - el&7� I-r7 & Wednesday, Mar 26, 2014 01:11 PM Joe Cicio From: Joe Cicio Sent: Tuesday, March 11, 2014 1:24 PM To: 'Jim.Brown @jbconstruction.us' Cc: Joe Cicio Subject: Review Comments for Permit Number 1402-0260 Attachments: Report_FL_Review_Comments_Noncompliantjrf[l].pdf Dear St. Lucie County Permit Applicant, Please see the attached plan review comments which have been generated for your permit. As soon as we receive the modified plans and any additional required documentation back from the design professional , contractor or owner we will perform the additional reviews as necessary in order to complete the plan review process. Once the plans have been signed, by all applicable plan reviewers, we will move the permit forward either to the Fire Department or back to permitting for permit issuance. Thank you, JCu#. M. Gino Plans Examiner II Stxj u'd Building Illspectol' Building Pl uis Exarn7ner One and Two Eumly Drt tilling Inspector One and Tito Family Plans E.t un7ner- Si. Lucie County Planningwid DevelopmentSen7ces 772-462-1.5.53 Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and 1 or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. �i. ,�SSGZ-ti rlY7Sf�L Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL. 34982 Phone:(772)462-2172 Fax:(772)462.6443 PROPERTY INFORMATION Address: 9940 Ocean Dr Project City / State / Zip: Jensen Beach, FI 34957 Parcel #: 4502-502-0000-000/4 Zoning: HIRD APPLICATION INFORMATION Permit Number: 1402-0260 Permit Type: COMMERCIAL RENOVATION CONTRACTOR INFORMATION Contractor Name: James Sessody Business Name: J B Construction And Design Inc Business Addr: 303 Jim Moran Blvd City / State / Zip: Deerfield Beach, FI 33442 REVIEWS AND COMMENTS Review Type DOCUMENTS MISSING 2/19/2014 Comment: 2/19/2014 Comment: FRONT COUNTER REVIEW Comment: PLANS EXAMINER REVIEW 3/11/2014 Comment: 3/11/2014 Comment: 3/11/2014 Comment: 3/11/2014 Comment: 3/11/2014 Comment: REVIEW COMMENTS e1 Owner(s): Oceana Of Hutchinson Island Inc Jurisdiction: ST LUCIE COUNTY Lot#: Block: Stories: Automatic Sprinkler System? No Fax Number: 954-354-0541 Email: Olin. Hill@Jbconstruction. Us Status Reviewed By Date Started Date Completed Date Released PENDING Audrey Humphrey 2/19/2014 BACK PAGE OF APPLICATION RETURNED TO CUSTOMER DUE TO ONLY BEING SIGNED ON ONE SIDE - CONTRACTOR TO SIGN BOTH SIDES OF APPLICATION AND HAVE THEM NOTARIZED. CONTRACTOR ON HOLD NEEDS TO UPDATE WITH ST. LUCIE COUNTY. COMPLETE Audrey Humphrey 2/19/2014 2/19/2014 2/19/2014 INCOMPLETE Joe Cicio 3/11/2014 BOTH SETS OF PLANS MUST BE DESIGNED TO 165 MPH WIND SPEED, EXPOSURE "D" BOTH SETS OF PLANS MUST CONTAIN AN EMBOSSED SEAL AS STATED " ORIGINALS " PLANS MUST BE SIGNED, DATED AND SEALED BY THE DESIGN PROFESSIONAL DESIGN PROFESSIONAL TO SUBMIT THE STRUCTURAL INSPECTION PLAN IN DUPLICATE, AS STATED IN FS 553.79 SUBMIT A SIGNED, SEALED AND DATED LETTER OF INTENT FROM THE SPECIAL INSPECTOR FOR THIS JOB COMMENTS MAILED AND E-MAILED AS OF THIS DATE CIVIL - STRUCTURAL - MARINE E IN G I N E E R I N G 24-March-2014 St Lucie County Building Department 2300 Virginia Avenue Fort Pierce, Florida 34982 o:772-462-2172 f.772-462-6443 Re: Oceana North 1 9940 S Ocean Drive Jensen Beach, Florida 34957 Dear Building Official, Please find our inspection plan as listed below: CSM ENGINEERING, LLC 1 235 SE INDIAN STREET - SUITE 1 03 STUART, FLORIDA 34997-5690 o: 772-220-4601 W: WWw.CSM-E.NET FILE COPY GENERAL A. ENGINEER shall review any work underway, as appropriate. All structural repairs, including reinforced concrete repairs at each location require specific engineering inspections and approvals. Non-structural work, such as stucco, overlays, waterproofing, and all non -reinforced concrete placements do not require inspections and approvals at each phase of work, but will be subject to ongoing engineering observations and approvals during the work. B. CONTRACTOR shall notify ENGINEER at least 2 business days prior to any required inspection. C. During the onsite inspections, ENGINEER shall review any work underway, regarding work locations, methods, shoring, forms, safety, property protection, concrete placements, proper curing of newly placed concrete, OWNER concerns, or any other items as appropriate. D. CONTRACTOR's site superintendent shall maintain a set of inspection drawings and spreadsheets marked up to indicate the current work status. Theses shall be available for review by ENGINEER and OWNER upon request. E. ENGINEER shall submit a written report to the Building Department at the end of construction. CONCRETE RESTORATION A. ENGINEER shall identify and mark out all areas to be investigated and / or excavated by contractor prior any excavation being performed. B. EXCAVATION LIMITS: ENGINEER shall inspect and approve, as required, all limits of concrete removal and all steel reinforcement repairs. ENGINEER shall verify contractor measurements and approve or disapprove, as required, all contract chargeable quantities for all repairs. C. APPROVAL TO PLACE CONCRETE: ENGINEER shall inspect all areas prior to concrete placement and give approval, as required, for all concrete placements. ENGINEER shall inspect all prep work, including forms, shoring, safety, steel bar repairs, sheathing installation and any adjustments to excavation limits. D. PLACEMENT OF CONCRETE: All design mix truck placements of concrete require on site engineering and shall be inspected by ENGINEER during placements. Approval of design mix placement based on slump results, environmental conditions, etc. shall be at the discretion of ENGINEER. ENGINEER may also require inspections of bag goods concrete placements. E. FINAL: ENGINEER shall inspect and approve, as required, the completion of all repairs, including any correction or punch list items for each work area as appropriate. ENGINEERING APPROVALS A. ENGINEER shall approve all work completed. B. ENGIN EE 1t�Ma% � A.iyrdvk%disapprove, as required, specifications for all contractor -supplied materials at least 7 days prior to planned material use or �WU cg�t.A. DA& � C. EN�LNha+rputes regarding reasonableness of repairs involving structural integrity. •N W>. "OfillllkN't' 1 OF 1 CONCRETE RESTORATION SCOPE OF WORK THESE 11.ANS AND ALL PROPOSED WORI ARE SUOJECT TO ANY CORRECTIONS REQUIRED 13Y FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. ROOF 1. RESTORATION LOCATION: REPAIR ,IENTS 2.1 1 REMOVE EDGE STUOCCO FFROMF ROOF ESTRUCTDUREER 'SADAMAG DALL LOCATIONSAT SW CORNER OFC�1141„Q ED FASTENERS OR ATTACHM AND STEEL 4. CLEANATE AND REPLACE SSTEEL TAS SPECIFIED BY ENGINEER ARE THE RESPONSIBILITY OF THE 5. COAT STEEL AND APPLY CONCRETE BONDING AGENT 6. POUR CONCRETE CONTRACTOR OF RECORD 7. APPLY REPLACEMENT STUCCO 8. PAINT TO MATCH EXISTING I / 7 8T. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR CO E REVIEWED BY DATE G3•g PLANS ANP'PEBMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE a RESTORATION LOCATION s F K� S ITE FLOOR 13 FLOOR 12 FLOOR 11 FLOOR 10 PRIM: CONCRETE RESTORATION ROOF DECK OCEANA NORTH I 9940 S OCEAN DRIVE JENSEN BEACH, FLORIDA 34957 1 f 5 DE9GPm B!: W.Vy R Dw I DM.11 W. Oiba R D m CNEDOW BY: Dwem A Dv PIDI D1TE II I.-7014 i\OMW -WN I - MWOVE FIM MDON ( 14I I wa) YNL AS SIOM PRQECI M: 7w Dom muy W;my Frxm N6/Nm amm Im COMM RID 0110 ROPM MODS OM RN6 NO oRWO ND NM TO BE REPRODID➢, DWIDD. CW0, OR AS%M M Ntt TNED PNOY M NFT FDD M NNPER M1T91m Nn w w DBTMMD THE D Ra M EMRETI POWSMN W COEDIT OF C91 ENMEM UZ TM DODAENf. TIE MIS ND DMIC PCOISOMM HUM, AS M MSiMKW OF WMSO W SU MM 6 TIC PRWMN OF CSN DOCUM UC RD 6 IOf WEE UM, N ENDF OR M W MP W OTH R Run NI1Wt 1NE .METEN RIIIOM A" OF CBN acwmD. LlG C91 DCNORS, U.0 CDPYRW C2014 ALL ONDOW 91RL K M06m N of FEUD BY THE CONTPAVOR. DE CDIEML7W 6 FOR 7W COCDWIDN OF R D.EI9016 ALL BCNPS.DEAIFD Pam A 11 RIT ROR LIAR 2 6 2014 NOTES & COMMENTS CIVIL - STRUCTURAL - MARINE pm WAN fm E N G I N E E R 1 N G CSM ENGINEERING, LLC 1 235 SE INDIAN STREET - SMITE 103 5TUART, FLORIDA 34997 D: 772-22D-4601 M: NNM.C511-Enet CERi WE OE ldlCPo7AMt :'4'b7 It E CHARLES A DARDEN JP. DATE FCOM kT6M PFOFt,]OML ENiFFT✓ - w. 7010 --`.- 9�ar NYf. --- LOCATION & T,TE _ S-1 GENERAL NOTES: 1. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2010 AND ASCE 7-10. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE BEFORE CONSTRUCTION HAS BEGUN. ALL OBSERVED DISCREPANCIES SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER. 3. DESIGN LOADS: LIVE LOAD = 10 PSF 7 AT. II - 165MPH EXPOSURE D 4. C E E: L FORCED CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH ACI 318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS". ALL CONCRETE REPAIR WORK SHALL BE IN ACCORDANCE WITH ACI "CONCRETE REPAIR MANUAL" LATEST EDITION. ACI 311, "RECOMMENDED PRACTICE FOR CONCRETE INSPECTION". ACI 347, "RECOMMENDED PRACTICE FOR CONCRETE FORM WORK". ACI 304R, "GUIDE FOR MEASURING, MIXING, AND PLACING CONCRETE". ALL STRENGTHS NOTED BELOW ARE 28-DAY STRENGTHS: POURED -IN -PLACE STRUCTURAL CONCRETE: 5000 PSI EXTERIOR CONCRETE SHALL HAVE 4% MINIMUM ENTRAINED AIR. 40. TRUCK MIX DESIGN SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: COMPRESSIVE STRENGTH : 5000 PSI MIN. SLUMP: 4 TO 7 INCHES AIR CONTENT: 4% TO 6% WATER/CEMENT RATIO: 0.40 PUMPABLE PEA -ROCK MIX MAX. COARSE AGGREGATE : 3/8" TO 3/4" CORROSION INHIBITOR: 2.5 GALLONS PER CUBIC YARD 4b. BAG MIX SHALL BE SIKACRETE 211 5. REINFORCING STEEL SHALL BE ASTM A615, GRADE 60. TENSION SPLICES: 48 x BAR 0 FOR #3, #4, & #5 6. ALL CONNECTIONS EXPOSED TO WEATHER, OF STEEL TO STEEL AND STEEL TO MASONRY/CONCRETE, MUST BE STAINLESS STEEL BOLTS. 7. THESE DRAWINGS ARE NOT VALID UNLESS SIGNED AND SEALED WITH AN EMBOSSED SEAL OF AN ENGINEER EMPLOYED BY CSM ENGINEERING ANY CHANGES TO THE DOCUMENTS MUST HAVE THE WRITTEN CONSENT OF CSM ENGINEERNG. ALL ORIGINAL DRAWINGS, TRACINGS, AND SPECIFICATIONS MUST BE RETAINED IN THE OFFICES OF CSM ENGINEERS, LLC AND ARE THE SOLE PROPERTY OF CSM ENGINEERS, LLC. 8. CSM ENGINEERING. SHALL BE AFFORDED THE OPPORTUNITY TO PROVIDE CONSTRUCTION OBSERVATION SERVICES DURING THE CONCRETE RESTORATIONS AND REPAIR WORK OF THE BALCONY STRUCTURAL SLABS. IN THE EVENT THAT CSM ENGINEERS, LLC. IS NOT RETAINED IN THIS CAPACITY, CSM ENGINEERING. CAN ASSUME NO RESPONSIBILITY FOR THE CONSTRUCTION DEFECTS FOR THE RECOMMENDATIONS PROVIDED IN THESE DOCUMENTS. 9. ENGINEER SHALL BE NOTIFIED A MINIMUM OF 24 HOURS PRIOR TO ALL OBSERVATIONS. TYPICAL CONCRETE REPAIR 1. CONCRETE SHALL BE REMOVED USING A 151 CHIPPING HAMMER. 2. WHERE REINFORCEMENT IS EXPOSED BY CONCRETE REMOVAL, EXTRA CAUTION SHALL BE EXERCISED TO AVOID DAMAGING DURING REMOVAL OF ADDITIONAL UNSOUND CONCRETE. 3. IF RUST IS PRESENT ON REINFORCEMENT, ADDITIONAL CONCRETE SHALL BE REMOVED UNTIL CLEAN, SOUND REINFORCEMENT AND CONCRETE IS FOUND AND COVERED WITH 'SIKADUR 110, ARMATEK' OR "THOROC ZINC -RICH PRIMER'. 4. UPON REMOVAL OF ALL DAMAGED CONCRETE, AND PRIOR TO STARTING REPAIR, A REVIEW BT THE ENGINEER OF RECORD SHALL BE CONDUCTED. 5. ALL EXPOSED CONCRETE AND STEEL SHALL BE SAND BLASTED CLEAN. A THIN COAT OF PENETRATING EPDXY SEALER SHALL BE APPLIED OVER THE BARE METAL REINFORCEMENT IMMEDIATELY AFTER SAND BLASTING 6. THE CUT AREA OF THE CONCRETE SHALL BE CLEAN AND IN THE STATE OF 'SSD' (SURFACE SATURATED DRY) PRIOR TO COMMENCEMENT OF PATCHING MIXING AND CONVEYANCE 1. READY -MIXED CONCRETE SHALL BE MIXED IN ACCORDANCE WITH ACI 304 AND DELIVERED IN ACCORDANCE WITH ASTM C94. 2. SELECT PROPORTIONS FOR NORMAL WEIGHT CONCRETE IN ACCORDANCE WITH ACI 301. 3. CONCRETE SHALL BE CONVEYED FROM MIXER TO PLACE OF FINAL DEPOSIT BY METHODS THAT WILL PREVENT SEPARATION OR LOSS OF MATERIAL. 4. CONVEYING EQUIPMENT SHALL BE CAPABLE OF PROVIDING A SUPPLY OF CONCRETE AT THE SITE OF PLACEMENT WITHOUT SEPARATION OF INGREDIENTS AND WITHOUT INTERRUPTIONS SUFFICIENT TO PERMIT LOSS OF PLASTICITY BETWEEN SUCCESSIVE INCREMENTS. 5. DURING HOT WEATHER, PROPER ATTENTION SHALL BE GIVEN TO INGREDIENTS, PRODUCTION METHODS, HANDLING, PLACING, PROTECTION AND CURING TO PREVENT EXCESSIVE CONCRETE TEMPERATURES OR WATER EVAPORATION THAT MAY IMPAIR REQUIRED STRENGTH OR SERVICEABILITY OF THE MEMBER STRUCTURE. CONCRETE REBAR AND REPLACEMENT: 1. CONCRETE REPAIRS SHALL BE PROVIDED FOR THOSE AREAS IDENTIFIED WITH SPALLING, DETERIORATION, AND UNACCEPTABLE CONCRETE. 2. REMOVE ALL UNSOUND CONCRETE IN THE AREA OF THE DETERIORATION. REMOVAL SHALL BE PERFORMED WITH SMALL POINTED TOOLS RATHER THAN WIDE CHISEL EDGES TO PREVENT MICRO CRACKING AND CONTINUED SPALLING OF CONCRETE WHICH IS TO REMAIN. 3. THE AREA OF CONCRETE TO BE REMOVED SHALL EXTEND ALONG THE LENGTH OF THE REINFORCING, BEYOND THE LIMITS OF THE REINFORCING DETERIORATION A MINIMUM OF 2' INTO SOUND CONCRETE. 4. PROVIDE A Y" MINIMUM DEPTH SAW -CUT, PERPENDICULAR OR SLIGHTLY UNDERCUT TO THE CONCRETE SURFACE AT THE LIMITS OF THE REPAIR TO PREVENT FEATHERING OF THE PATCH MATERIAL. DO NOT CUT ANY REINFORCING, EXCEPT AS ACCEPTED BY THE ENGINEER. 5. REMOVE ALL RUST AND SCALING OF THE REINFORCING THOROUGHLY BY SAND BLASTING. 6. THOROUGHLY CLEAN THE EXPOSED CONCRETE SURFACE OF ALL TRACES OF DIRT, GREASE, OIL, DUST, AND OTHER CONTAMINANTS WHICH MAY PREVENT PROPER BONDING OF THE REPAIR MATERIALS. 7. THE PREPARED CONCRETE SURFACE SHALL BE SATURATED SURFACE DRY (SSD), BUT FREE OF STANDING WATER. APPLY A BOND COAT OF SLURRY, PREPARED WITH THE REPAIR CONCRETE, WITH A STIFF BRISTLE BRUSH COVERING ALL EXPOSED STEEL AND ALL CONCRETE SURFACE AREAS. 8. WHILE SCRUB COAT IS STILL WET, PLACE REPAIR CONCRETE MIX DESIGN IN ACCORDANCE WITH ACI 301 IN A CONTINUOUS POUR. 9. PERFORM REPAIRS IN ACCORDANCE WITH ICRI GUIDELINE 03730, GUIDE FOR SURFACE PREPARATION FOR THE PEPAIR OF DETERIORATED CONCRETE RESULTING FROM REINFORCING STEEL CORROSION. CURING OF OF CONCRETE: 1. ALL REPAIR AREAS SHALL RECEIVE AN APPLICATION OF BURKE 'AQUA RESIN' MEMBRANE CURING COMPOUND AFTER FINISHING IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. 2. ALL CONCRETE SHALL CURE A MINIMUM OF 28 DAYS PRIOR TO APPLICATION OF ANY COATINGS OR FINISHES. 3. AN OBSERVATION SHALL BE CONDUCTED BY THE ENGINEER PRIOR TO APPLICATION OF ANY COATINGS ON THE CONCRETE. ANY CRACKS IN THE REPAIR AREAS SHALL BE REPAIRED IN ACCORDANCE WITH THE REQUIREMENTS FOR CRACK REPAIRS. REPAIR OF CRACKS SHALL BE AT NO ADDITIONAL COST TO THE OWNER. REINFORCING REPLACEMENT: 1. ALL REINFORCING WITH DETERIORATION OF MORE THAN 15% OF THE ORIGINAL BAR DIAMETER, AS DETERMINED BY THE ENGINEER, SHALL BE REPLACED. 2. TO PERMIT LAPPING OF THE NEW REINFORCING STEEL, THE CONCRETE SHALL BE REMOVED ALONG THE LENGTH OF THE REINFORCING, A MINIMUM OF 12' BEYOND THE DETERIORATION INTO SOUND CONCRETE TO PERMIT SPLICING OF THE REINFORCEMENT. 3. AFTER THE REINFORCING HAS BEEN PREPARED, LAP THE NEW REINFORCING BESIDE THE ENTIRE LENGTH OF THE EXPOSED REINFORCING, SECURE IN PLACE WITH WIRE TIES. 4. FOLLOW ALL OTHER PROCEDURES FOR THE CONCRETE REPAIR AS INDICATED. 5. WHERE THE REMOVAL OF CONCRETE TO ACHIEVE THE REQUIRED LAP LENGTH IS NOT PRACTICAL AS DETERMINED BY THE ENGINEER, BAR DEVELOPMENT CAN BE ACHIEVED BY EMBEDDING THE REINFORCING INTO SOUND CONCRETE A MINIMUM OF 9' WITH SIKADUR 35, HMLV, A HIGH STRENGTH EPDXY GROUT. 6. REINFORCING STEEL SHALL BE ASTM A615 GRADE 60 MINIMUM. TYPICAL SPALLED CONCRETE REPAIR 1. THE CONTRACTOR SHALL LOCATE ALL SPALLS BY SOUNDING THE CONCRETE SURFACES, USING A HAMMER. UPON LOCATION OF THE LOOSE CONCRETE A DISTINCT HOLLOW SOUND WILL BE HEARD; THESE AREAS SHALL BE MARKED WITH CHALK OR PAINT. 2. DELAMINATED, SPALLED, AND UNSOUND CONCRETE AREAS SHALL HAVE THEIR MARKED BOUNDARIES SAW -CUT TO A MINIMUM OF DEPTH OF 1' INTO THE CONCRETE SURFACE. ALL EDGES SHALL BE STRAIGHT AND PATCHED AREAS ARE TO BE AS SQUARE AND RECTANGULAR AS POSSIBLE. 3. CONCRETE SHALL BE REMOVED USING A 151 CHIPPING HAMMER. 4. WHERE REINFORCEMENT IS EXPOSED BY CONCRETE REMOVAL, EXTRA CAUTION SHALL BE EXERCISED TO AVOID DAMAGING DURING REMOVAL OF ADDITIONAL UNSOUND CONCRETE. 5. IF RUST IS PRESENT ON REINFORCEMENT, ADDITIONAL CONCRETE SHALL BE REMOVED UNTIL CLEAN, SOUND REINFORCEMENT AND CONCRETE IS FOUND AND COVERED WITH "SIKADUR 110, ARMATEK'. 6. UPON REMOVAL OF ALL DAMAGED CONCRETE, AND PRIOR TO STARTING REPAIR, A REVIEW BY THE ENGINEER OF RECORD SHALL BE CONDUCTED. 7. ALL EXPOSED CONCRETE AND STEEL SHALL BE SAND -BLASTED CLEAN. A THIN COAT OF PENETRATING EPDXY SEALER SHALL BE APPLIED OVER THE BARE METAL REINFORCEMENT IMMEDIATELY AFTER SAND -BLASTING. 8. THE CUT AREA OF THE CONCRETE SHALL BE CLEAN AND DRY PRIOR TO COMMENCEMENT OF PATCHING. 9. REPAIR FOR SPALLS LESS THAN 1 1/2" IN DEPTH: A) THE CONCRETE SURFACE AREA SHALL BE COATED WITH BONDING OR SIMILAR APPROVED AGENT AND ALLOWED TO COMPLETELY DRY. B) THE SPALLED AREA SHALL THEN BE FILLED WITH 'SIKATOP 123' AND FINISHED FLUSH WITH THE EXISTING CONCRETE SURFACE. 10. REPAIR FOR SPALLS GREATER THAN 1 1/2' IN DEPTH: A) THE FINISH CONCRETE SURFACE AREA SHALL BE SCRATCH COATED W/ 'SIKATOP 123'. B) APPLY ANOTHER LAYER OF EPDXY GROUT DIRECTLY OVER THE NEW SURFACE AND FLUSH W/EXIST. SURFACE. PICIM. CONCRETE RESTORATION ROOF DECK OCEANA NORTH 1 9940 S OCEAN DRIVE JENSEN BEACH, FLORIDA 34957 I Su COIREMOS Wm naYN71-m,. :I-YYG-m,. 2 3 s OISOEO W. W.O. E ONY O4OII O: w s. 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REBAR AND PATCH W/ EPDXY GROUT "SIKATOP" 123 MORTAR TO MATCH EXIST. TYP Im2 d=8111,01I'lia10111No1111]aN1 1 mIll IE: Z1 CORRODES TYPICAL CORROSION PREVENTION DETAIL GALVASHIELD XP COLUMN REPAIR INSTALLATION NOTES 1. REMOVE DAMAGED CONCRETE AS WITH STANDARD REPAIR METHODS. 2. REPLACE/CLEAN CORRODED REINFORCING STEEL 3. ENSURE ALL EXPOSED STEEL IS SECURELY FASTENED TOGETHER WITH TIE WIRE TO PROVIDE GOOK CONTINUITY 4. ATTACH GALVASHIELD XP ANODES TO CLEAN REINFORCING STEEL AT SPACING OUTLINED IN CONTRACTOR SPECIFICATION. REFER TO GALVASHIED XP DATA SHEET FOR MAXIMUM SPACING GUIDLINES 5. POUR BACK REPAIR AREA WITH MATERIAL AS PER ENGINEER'S SPECIFICATIONS. 6• THIS IS OPTIONAL. TO BE DETERMINED BY OWNER AND PRICING. IA J� 3" TYP EXIST. CONC. DECK RiDELI: CONCRETE RESTORATION ROOF DECK OCEANA NORTH I 9940 S OCEAN DRfVE JENSEN BEACH, FLORIDA 34957 z D 4 5 DEM ED Ff. 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EXCAVATE DAMAGED CONCRETE AND STEEL DE DOPM HOM oFIRMT Wsuivus "SAO amm Aio 4. CLEAN AND REPLACE STEEL AS SPECIFIED BY ENGINEER FLOOR 13 � An on"PL'I ROMDm P.."S ro °T'mm ARI: RW TO RL IEPRO01M OVAG. COPE). OR ASSOC TO W TKO P 5. COAT STEEL AND APPLY CONCRETE BONDING AGENT N AII7 RUN OR wID TEYTSOM MnW R . WANK TN 6. POUR CONCRETE �s Iowa Paws" No � OF � DOED S us_ TIES DOM", TIE OL\S MO CES06 NCDPOWS♦D HDW AS AN TIE PPOPOM 0' M DI NEEIM NSTREEIIf OF PRCiF9L�ONL SFMR, 6 7. APPLY REPLACEMENT STUCCO ut NO 6 ROI M ff PNIT USED. NOW )R N FOR An OTER B. PAINT TO MATCH EXISTING '^)ELT Bonn THE N"TTER NPHORIZATIMI OF CSW DEamW. UC CSY DIONDRS. LLL COP9RD) 07211I _ qa FLOOR 12 CO dm 6 3po RE VDMR M Co IEID m 11E D7ETNDG TIE .. CORR�i1W 6 RE906Hf fD1 ilE CODONTOI ff Ml U416D6 �alAn^ AL sDm Nw-um Pmm TO 11]'Ii PIDR ST. LUCIE COUNTY BUILDING D ON FLOOR 11 L O C AT I O N MAP Pre -Reviewed Not In Cow b _. NOT TO SCALE Revkwod Byi 4.. :.__. wiJOYO. ,• FLOOR 10 MT-7 max. r CIVIL - STRUCTURAL - MARINE E N GI N E E RI N G CSM ENGINEERING, LLC 1235 SE INDIAN ): E STtpE(I/SUITE UIT E 103 STUART, Fgskl�,364II///�nz�� i V � No. 76910 . *' • � Y C43A 1 1. on 7%10 �ITE BELT t S-1 GENERAL NOTES: 1. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2010 AND ASCE 7-10. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE BEFORE CONSTRUCTION HAS BEGUN. ALL OBSERVED DISCREPANCIES SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER. 3. DESIGN LOADS: LIVE LOAD = 10 PSF DEAD LOAD = 10 PSF 4. CONCRETE: ALL REINFORCED CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH ACI 318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS". ALL CONCRETE REPAIR WORK SHALL BE IN ACCORDANCE WITH ACI "CONCRETE REPAIR MANUAL" LATEST EDITION. ACI 311, "RECOMMENDED PRACTICE FOR CONCRETE INSPECTION". ACI 347, "RECOMMENDED PRACTICE FOR CONCRETE FORM WORK". ACI 304R, "GUIDE FOR MEASURING, MIXING, AND PLACING CONCRETE". ALL STRENGTHS NOTED BELOW ARE 28-DAY STRENGTHS: POURED -IN -PLACE STRUCTURAL CONCRETE: 5000 PSI EXTERIOR CONCRETE SHALL HAVE 4% MINIMUM ENTRAINED AIR. 4o. TRUCK MIX DESIGN SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: COMPRESSIVE STRENGTH :15000 PSI MIN. SLUMP: 4 TO 7 INCHES AIR CONTENT: 4% TO 6% WATER/CEMENT RATIO: 0.40 PUMPABLE PEA -ROCK MIX MAX. COARSE AGGREGATE : 3/8" TO 3/4" CORROSION INHIBITOR: 2.5 GALLONS PER CUBIC YARD 4b. BAG MIX SHALL BE SIKACRETE 211- 5. REINFORCING STEEL SHALL BE ASTM A615, GRADE 60. TENSION SPLICES: 48 x BAR 0 FOR #3, #4, & #5 6. ALL CONNECTIONS EXPOSED TO WEATHER, OF STEEL TO STEEL AND STEEL TO MASONRY/CONCRETE, MUST BE STAINLESS STEEL BOLTS. 7. THESE DRAWINGS ARE NOT VALID UNLESS SIGNED AND SEALED WITH AN -�F AN ENGINEER EMPLOYED BY CSM ENGINEERING ANY CHANGES TO THE DOCUMENTS MUST HAVE THE WRITTEN CONSENT OF CSM ENGINEERNG. ALL ORIGINAL DRAWINGS, TRACINGS, AND SPECIFICATIONS MUST BE RETAINED IN THE OFFICES OF CSM ENGINEERS, LLC AND ARE THE SOLE PROPERTY OF CSM ENGINEERS, LLC. 8. CSM ENGINEERING. SHALL BE AFFORDED THE OPPORTUNITY TO PROVIDE CONSTRUCTION OBSERVATION SERVICES DURING THE CONCRETE RESTORATIONS AND REPAIR WORK OF THE BALCONY STRUCTURAL SLABS. IN THE EVENT THAT CSM ENGINEERS, LLC. IS NOT RETAINED IN THIS CAPACITY, CSM ENGINEERING. CAN ASSUME NO RESPONSIBILITY FOR THE CONSTRUCTION DEFECTS FOR THE RECOMMENDATIONS PROVIDED IN THESE DOCUMENTS. 9. ENGINEER SHALL BE NOTIFIED A MINIMUM OF 24 HOURS PRIOR TO ALL OBSERVATIONS. TYPICAL CONCRETE REPAIR 1. CONCRETE SHALL BE REMOVED USING A 151 CHIPPING HAMMER. 2. WHERE REINFORCEMENT IS EXPOSED BY CONCRETE REMOVAL, EXTRA CAUTION SHALL BE EXERCISED TO AVOID DAMAGING DURING REMOVAL OF ADDITIONAL UNSOUND CONCRETE, 3. IF RUST IS PRESENT ON REINFORCEMENT, ADDITIONAL CONCRETE SHALL BE REMOVED UNTIL CLEAN, SOUND REINFORCEMENT AND CONCRETE IS FOUND AND COVERED WITH 'SIKADUR 110, ARMATEK' OR 'THOROC ZINC -RICH PRIMER'. 4. UPON REMOVAL OF ALL DAMAGED CONCRETE, AND PRIOR TO STARTING REPAIR, A REVIEW BT THE ENGINEER OF RECORD SHALL BE CONDUCTED. 5. ALL EXPOSED CONCRETE AND STEEL SHALL BE SAND BLASTED CLEAN. A THIN COAT OF PENETRATING EPDXY SEALER SHALL BE APPLIED OVER THE HARE METAL REINFORCEMENT IMMEDIATELY AFTER SAND BLASTING 6. THE CUT AREA OF THE CONCRETE SHALL BE CLEAN AND IN THE STATE OF "SSD' (SURFACE SATURATED DRY) PRIOR TO COMMENCEMENT OF PATCHING MIXING AND CONVEYANCE 1. READY -MIXED CONCRETE SHALL BE MIXED IN ACCORDANCE WITH ACI 304 AND DELIVERED IN ACCORDANCE WITH ASTM C94. 2. SELECT PROPORTIONS FOR NORMAL WEIGHT CONCRETE IN ACCORDANCE WITH ACI 301. 3. CONCRETE SHALL BE CONVEYED FROM MIXER TO PLACE OF FINAL DEPOSIT BY METHODS THAT WILL PREVENT SEPARATION OR LOSS OF MATERIAL. 4. CONVEYING EQUIPMENT SHALL BE CAPABLE OF PROVIDING A SUPPLY OF CONCRETE AT THE SITE OF PLACEMENT WITHOUT SEPARATION OF INGREDIENTS AND WITHOUT INTERRUPTIONS SUFFICIENT TO PERMIT LOSS OF PLASTICITY BETWEEN SUCCESSIVE INCREMENTS. 5. DURING HOT WEATHER, PROPER ATTENTION SHALL BE GIVEN TO INGREDIENTS, PRODUCTION METHODS, HANDLING, PLACING, PROTECTION AND CURING TO PREVENT EXCESSIVE CONCRETE TEMPERATURES OR WATER EVAPORATION THAT MAY IMPAIR REQUIRED STRENGTH OR SERVICEABILITY OF THE MEMBER STRUCTURE. CONCRETE REBAR AND REPLACEMENT: 1. CONCRETE REPAIRS SHALL BE PROVIDED FOR THOSE AREAS IDENTIFIED WITH SPALLING, DETERIORATION, AND UNACCEPTABLE CONCRETE. 2. REMOVE ALL UNSOUND CONCRETE IN THE AREA OF THE DETERIORATION. REMOVAL SHALL BE PERFORMED WITH SMALL POINTED TOOLS RATHER THAN WIDE CHISEL EDGES TO PREVENT MICRO CRACKING AND CONTINUED SPALLING OF CONCRETE WHICH IS TO REMAIN. 3. THE AREA OF CONCRETE TO BE REMOVED SHALL EXTEND ALONG THE LENGTH OF THE REINFORCING, BEYOND THE LIMITS OF THE REINFORCING DETERIORATION A MINIMUM OF 2' INTO SOUND CONCRETE. 4. PROVIDE A X_ MINIMUM DEPTH SAW -CUT, PERPENDICULAR OR SLIGHTLY UNDERCUT TO THE CONCRETE SURFACE AT THE LIMITS OF THE REPAIR TO PREVENT FEATHERING OF THE PATCH MATERIAL. DO NOT CUT ANY REINFORCING, EXCEPT AS ACCEPTED BY THE ENGINEER. 5. REMOVE ALL RUST AND SCALING OF THE REINFORCING THOROUGHLY BY SAND BLASTING. 6. THOROUGHLY CLEAN THE EXPOSED CONCRETE SURFACE OF ALL TRACES OF DIRT, GREASE, OIL, DUST, AND OTHER CONTAMINANTS WHICH MAY PREVENT PROPER BONDING OF THE REPAIR MATERIALS. 7. THE PREPARED CONCRETE SURFACE SHALL BE SATURATED SURFACE DRY (SSD), BUT FREE OF STANDING WATER. APPLY A BOND COAT OF SLURRY, PREPARED WITH THE REPAIR CONCRETE, WITH A STIFF BRISTLE BRUSH COVERING ALL EXPOSED STEEL AND ALL CONCRETE SURFACE AREAS. B. WHILE SCRUB COAT IS STILL WET, PLACE REPAIR CONCRETE MIX DESIGN IN ACCORDANCE WITH ACI 301 IN A CONTINUOUS POUR. 9. PERFORM REPAIRS IN ACCORDANCE WITH ICRI GUIDELINE 03730, GUIDE FOR SURFACE PREPARATION FOR THE PEPAIR OF DETERIORATED CONCRETE RESULTING FROM REINFORCING STEEL CORROSION. CURING OF CONCRETE: 1. ALL REPAIR AREAS SHALL RECEIVE AN APPLICATION OF BURKE 'AQUA RESIN' MEMBRANE CURING COMPOUND AFTER FINISHING IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. 2. ALL CONCRETE SHALL CURE A MINIMUM OF 28 DAYS PRIOR TO APPLICATION OF ANY COATINGS OR FINISHES. 3. AN OBSERVATION SHALL BE CONDUCTED BY THE ENGINEER PRIOR TO APPLICATION OF ANY COATINGS ON THE CONCRETE. ANY CRACKS IN THE REPAIR AREAS SHALL BE REPAIRED IN ACCORDANCE WITH THE REQUIREMENTS FOR CRACK REPAIRS. REPAIR OF CRACKS SHALL BE AT NO ADDITIONAL COST TO THE OWNER. REINFORCING REPLACEMENT: 1. ALL REINFORCING WITH DETERIORATION OF MORE THAN 15% OF THE ORIGINAL BAR DIAMETER, AS DETERMINED BY THE ENGINEER, SHALL BE REPLACED. 2. TO PERMIT LAPPING OF THE NEW REINFORCING STEEL, THE CONCRETE SHALL BE REMOVED ALONG THE LENGTH OF THE REINFORCING, A MINIMUM OF 12' BEYOND THE DETERIORATION INTO SOUND CONCRETE TO PERMIT SPLICING OF THE REINFORCEMENT. 3. AFTER THE REINFORCING HAS BEEN PREPARED, LAP THE NEW REINFORCING BESIDE THE ENTIRE LENGTH OF THE EXPOSED REINFORCING, SECURE IN PLACE WITH WIRE TIES. 4. FOLLOW ALL OTHER PROCEDURES FOR THE CONCRETE REPAIR AS INDICATED. 5. WHERE THE REMOVAL OF CONCRETE TO ACHIEVE THE REQUIRED LAP LENGTH IS NOT PRACTICAL AS DETERMINED BY THE ENGINEER, BAR DEVELOPMENT CAN BE ACHIEVED BY EMBEDDING THE REINFORCING INTO SOUND CONCRETE A MINIMUM OF 9" WITH SIKADUR 35, HMLV, A HIGH STRENGTH EPDXY GROUT. 6. REINFORCING STEEL SHALL BE ASTM A615 GRADE 60 MINIMUM. TYPICAL SPALLED CONCRETE REPAIR 1. THE CONTRACTOR SHALL LOCATE ALL SPALLS BY SOUNDING THE CONCRETE SURFACES, USING A HAMMER. UPON LOCATION OF THE LOOSE CONCRETE A DISTINCT HOLLOW SOUND WILL BE HEARD; THESE AREAS SHALL BE MARKED WITH CHALK OR PAINT. 2. DELAMINATED, SPALLED, AND UNSOUND CONCRETE AREAS SHALL HAVE THEIR MARKED BOUNDARIES SAW -CUT TO A MINIMUM OF DEPTH OF 1' INTO THE CONCRETE SURFACE. ALL EDGES SHALL BE STRAIGHT AND PATCHED AREAS ARE TO BE AS SQUARE AND RECTANGULAR AS POSSIBLE. 3. CONCRETE SHALL BE REMOVED USING A 151 CHIPPING HAMMER. 4. WHERE REINFORCEMENT IS EXPOSED BY CONCRETE REMOVAL, EXTRA CAUTION SHALL BE EXERCISED TO AVOID DAMAGING DURING REMOVAL OF ADDITIONAL UNSOUND CONCRETE. 5. IF RUST IS PRESENT ON REINFORCEMENT, ADDITIONAL CONCRETE SHALL BE REMOVED UNTIL CLEAN, SOUND REINFORCEMENT AND CONCRETE IS FOUND AND COVERED WITH 'SIKADUR 110, ARMATEK'. 6. UPON REMOVAL OF ALL DAMAGED CONCRETE, AND PRIOR TO STARTING REPAIR, A REVIEW BY THE ENGINEER OF RECORD SHALL BE CONDUCTED. 7. ALL EXPOSED CONCRETE AND STEEL SHALL BE SAND -BLASTED CLEAN. A THIN COAT OF PENETRATING EPDXY SEALER SHALL BE APPLIED OVER THE BARE METAL REINFORCEMENT IMMEDIATELY AFTER SAND -BLASTING. B. THE CUT AREA OF THE CONCRETE SHALL BE CLEAN AND DRY PRIOR TO COMMENCEMENT OF PATCHING. 9. REPAIR FOR SPALLS LESS THAN 1 1/2' IN DEPTH: A) THE CONCRETE SURFACE AREA SHALL BE COATED WITH BONDING OR SIMILAR APPROVED AGENT AND ALLOWED TO COMPLETELY DRY. B) THE SPALLED AREA SHALL THEN BE FILLED WITH "SIKATOP 123' AND FINISHED FLUSH WITH THE EXISTING CONCRETE SURFACE. 10. REPAIR FOR SPALLS GREATER THAN 1 1/2' IN DEPTH: A) THE FINISH CONCRETE SURFACE AREA SHALL BE SCRATCH COATED W/ "SIKATOP 123". B) APPLY ANOTHER LAYER OF EPDXY GROUT DIRECTLY OVER THE NEW SURFACE AND FLUSH W/EXIST. SURFACE. 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