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RC-12-1999r Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 191557 Permit Number: RC -10 -12 -1999 Scheduled Inspection Date: May 16, 2013 Inspector: Bruhn, Norman Owner: WATKINS, J HERBERT Job Address: 1421 NE 102 Street Project: Miami Shores, FL Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Alteration <NONE> Contractor: ARCO CONSTRUCTION Phone Number parcel Number 1132050240190 Phone: 305 -892 -6507 Building Department Comments RETAINGING WALL ON EAST SIDE OF PROPERTY Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed( �rj S`/7(' Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. May 15, 2013 For Inspections please call: (305)762 -4949 Page 38 of 38 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 186516 Permit Number: RC -10 -12 -1999 Scheduled Inspection Date: February 28, 2013 Inspector: Bruhn, Norman Owner: WATKINS, J HERBERT Job Address: 1421 NE 102 Street Miami Shores, FL Project <NONE> Contractor: ARCO CONSTRUCTION Permit Type: Residential Construction Inspection Type: Tie Beam Work Classification: Alteration Phone Number Parcel Number 1132050240190 Phone: 305 -892 -6507 Building Department Comments RETAINGING WALL ON EAST SIDE OF PROPERTY Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 27, 2013 For Inspections please call: (305)762 -4949 Page 33 of 35 February 21, 2013 Village of Miami Shores Building and Zoning Department 10050 NE 2 "d Avenue Miami Shores, Florida Attn: Building Official Re: Residence 1421 NE 102nd Street Miami Shores, Florida 33138 Dear Sir; Permit RC 12 1999 Edward k LANDERS, RE. CONSULTING ENGINEERS This letter is to advise that we approve the use of a poured concrete retaining wall instead of the masonry wall as shown on the approved plans. The foundation is acceptable to support the added Toad from the wall. Please call if we can provide any additional information. Very truly y our . �. ders, P.E. President 7850 NW 146TH STREET, SUITE 509 * MIAMI LAKES FL 33016 * PHN: (305)823 -3938 * FAX: (305)823 -9355 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO d b'i! "� j�� TAX FOLIO NO. _/ i3 + 4- Of %3 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. 111111111111111111111111111111g IIIIliI CFH 201280872392 OR Bt. 28385 F`3 36884• °r (1Ps ) RECORDED 12/05/21112 12:11 :50 HARVEY RUVIHp CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE Space above reserved for use of recording office 1. Legal description of property and street/address: �� �� �d� r *' , P5 4 S/'ts `t'.L. 33/3g 2. Description of improvement: ►'4) p e Y 3. Owner(s) name and address: "1° �q 1� C R1 �/ / ®, L 3 Interest in property: 0 L,) l Name and address of fee simple titleholder: 14evoi WJ I, M.S / 4„ Contractor's name, address and • hone number: C ClesAr5 ° der.;-j �tozF?�� :57; 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 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, address and phone number: 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: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) 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 M FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WI OR RECORD! " OUR NOTICE OF COMMENCEMENT. D fficer/DirectorlPartner/Mana er Prepaikl. - g .° �,r. ,. � tJ Print thing i.a l ? u , Hel -i Title /. :,• ce �'11W9:.i"W ND POSTED ON THE JOB SITE BEFORE THE COMMENCING,VVORK Signatur . s} o s .. er(s) or owner(. . r4rized Prepar,.d IL.o�r �. �►:��/t= Print Name =11rr 1 .: Title /Office +r, L.tAJ Or STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this By Individually, or ❑ as for day of ❑ Personally known, or produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92,525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the f.. s stated in it are true, to the best of my knowledge and belief. Sig `ur; s) of Owner(s) or O Sy0 Authorized Officer /Director /Partner/Manager who signed above'r�e,®,r,•1 ®R i P�'\\�e`` ®� 123.01 -52 PAGE 8 3/10 By 04\19, onn Miami Shores Village Building Department 40050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 ID I i2 -J1 BUILDING PERMIT APPLICATION FBC 20 Permit No. Master Permit No ,C1 1 Permit Type: BUILDING ROOFING k JOB ADDRESS: / ''L07/' aE /'/ vii - m City: Miami Shores County: Miami Dade Zip: -3/ Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simpl Titleholder). 4/tiE1--7 / /' A— K ( JS Phone#: fag —?S4 49s27, Address:,, %' e:2% A/ I.- /4-'7 �7--' Ci State: / Zip: 3 '/ Tenant/Lessee Name: Phone#F 0--S' 7S g7-- 4 Email: w'1 -1<r (4-111 4-1.1— O CONTRACTOR: Company Name: Address: City: City: • CO a - oJf f Phone #: Qualifier Name: * e-r T .€0 S c State: Zip: -ealig- T3 Phone#: State Certification or Registration #: C &C )© ��0 C � Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: ,t-i l s 4®0 �' -` Square/Linear Footage of Work: (4)0 Value of Work for this Permit: $ Type of Work: °Addition Phone #: °Alteration °New Description of Work: geit5L4, (A„ r®Q RA ekl 0 °Demolition Color thru tile: *** **** ***** ***** ******,r********* ** * *** Fees **** *** * * ** * *a ** * ******** * *** *** ** * ***** * *** Submittal Fee $` ,, Permit Fee $ 0 ®° CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip 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 ; . +e approved and a reinspection fee will be charged. ,„..A„ Owner gent The foregoing instrument was acknowledged before me this _ day of 01) , 20 i I; by ( 1:7't) wi(AF7 1 , who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: \o! %lIIIIir \ / 1•\ 3 w 1 :\ tor The foregoing instrument was acknowledged before me this day of ®�/� , 20 I2 by L 037ce-- , who is personally known to me or who has produced 9 as identification and who did take an oath. NOTARY PUBS, I Sign: \\ \1111 IIIIII / /// Print: 1 ! : �►� My Commission Expires: © ��:' a\� My Commission Expires: f' ®�� d �7 • 9 S a Ida. %N.% :l °r °Eo'�p ******* * *** ***** **** ** * ** *** *** **�xstl +kI W it*** * * * * * * * **** * ****** ** *gyp *** *** ** �xx��x�xa��xa�+u�x�x*441 4** 1 N1x�x *** *** APPROVED BY � Plans Examiner �! /e4 Zoning Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Clerk Permit No: 12 -1999 Job Name: October 23, 2012 Building Critique Page 1 of 1 e structure is located in a high hazard flood zone. The proposed work may not change flood water (/ heights by adding fill. Provide calculations showing the net effect of flood waters. ,b`("Zoning approval is required. The notes on the plans are not for this job. Review and remove all notes that do not pertain to this job. The top of the foundation must be a minimum of 8" below finished adjacent grade. Provide a drainage plan showing that all water is maintained on the subject property. STOPPED REVIEW. NB Planning Critique WORK ON WATERFRONT LOTS REQUIRES BOARD APPROVAL. THE POOL DECK 15 LOCATED WITHIN THE 10 FT REQUIRED SETBACK. PLEASE VERIFY THAT WORK WAS DONE WITH PERMIT. MUST MEET FLOOD PLAIN ORDINANCE REQUIREMENTS. Electrical Critique 1). N/A Plumbing Critique 1). N/A JP/ \ Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT MO' CPP DATE: 1 1 1 1 (`� oOContractor wner ❑ Architect CQs7_c2_ETrt Picked up 2 sets of plans and (other) Address: J, i 21 NC-- , (52-:%1 From the building department on this date in order to have corrections done to plans And /or get County stamps. l understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: 11 PERMIT CLERK INITIAL: 1 > T RESIDENCE 1421 NE 102nd ST MIAMI, FLORIDA 33138 INDEX ARCHITECURAL C -1 COVER/ST1'EPLAN C -2 DRAINAGE PLAN D -1 DEMOLITION PLAN STRUCTURAL S -1 STRUCTURAL NOTES S -2 FOUNDATION PLAN NORTH wiz LOCATION PLAN N.T.S. Ie—Ci o2— lqqq. Mm Y. " V APPROVED 73NiNNG DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS AREA OF WORK APPLIC - FLORID NOV 7 2612 B`(o m ® ®m00000000� ®oa- NOTE: THIS PROJECT IS NOT TO CREATE ANY ADDITIONAL DRAINAGE TO THE ADJACENT PROPERTY. AREA OF WORK 10 20' CHAIN LINK FENCE 18.0' 21.46' 17 SEA WALL POOL CONCRETE POOL DECK 22.20' b I 1 —STORY C.B.S. #1421 CO 20.68' ASPHALT DRIVE 22.20' 14.1' r lirP A 10.3' SI'1 E, PLAN SCALE: 1/8" =1' -0" Edward A. LANDERS, P.E. CONSULTING ENGINEERS �m r tw elmz sar ww">me Tel. (305) 823 -3938 Fax (305) 823 -9355 PERMIT 1212413 OW- ✓ IId ro TO RE USED roa nIC MIST ar Feu FAY440.4Ra wr BE USED art e 'ar ru GOMM oeai wam' "auEL NOY 4].Y CM SCi4D =MEM IPA, 1XE RORER OF MY EISCREPAPOES PRIOR TO APPROVEDBY DATE U W W EXISTING POOL EXISTING —� POL DECK EXISTING RESIDENCE // ©1421 NE 102ST / / / / Nt \--EXISTING SEA WALL 9' -8" 10' -2" 0 I DRAINAGE PLAN SCALE 1/4 " =1' -0" WATER RETENTION SWALE 8" CMU WALL 10' -2" EXISTING RESIDENCE 1431 NE 102S / NOT ALL WATER TO BE MAINTAINED ON THIS PROPERTY m�. Edward A. LANDERS, P.E. CONSULTING ENGINEERS mo A. met SoMement Lena=II Tel. (305) 823 -3938 Fax (305) 823-9355 PERMIT 1:44/12 /NM 1212413 to ma. 49R9Y Aroc"A.�+we�.a�s.. weal n¢ra. Aren PpAmwtmm� /e`n eareeesteeeesouter MY OM VAUD GAe@01@ tAOP! nE Moe. Or - NI@.9 V&4N TO APPROVIMBY DAZE AREA OF WORK CHAIN LINK FENCE 10.20' SEA WALL 18.0' 21.46' POOL CONCRETE POOL DECK 22.20' 10.25U 1 —STORY C.B.S. #1421 20.68' ASPHALT DRIVE 22.20' 14.1' N I_ 10.3' DEMOLITION PLAN SCALE,: 1/8"= l' -0" REMOVE EXISTING FENCE, TREES AND VEGETATION DEMOLITION LEGEND: DENOTES EXISTING WALL TO REMAIN: DENOTES EXISTING WALL TO REMOVE: DEMOLITION NOTES: THE CONTRACTOR SHALL OBTAIN A DEMOLITION PERMIT AND ANY OTHER REQUIRED APPROVAL PRIOR TO THE EXECUTION OF ANY DEMOUTION, AND FURNISH ALL LABOR AND MATERIALS REQUIRED TO COMPLETE THE DEMOLITION, SELECTIVE REMOVAL AND SUBSEQUENT OFF SITE DISPOSAL OR STORAGE OF ALL ITEMS WITHIN THE PROJECT AREA. A SCHEDULE SHALL BE SUBMITTED TO OWNER ALONG WITH THE DEMOLITION BID. THE CONTRACTOR SHALL COORDINATE DEMOLITION WITH THE LANDLORD, OWNER, LEASING AGENT AND /OR TENANT AND SHALL MEET THE RULES AND REGULATIONS SET FORTH BY THE LANDLORD, OWNER, AND /OR LEASING AGENT. THE CONTRACTOR SHALL SUPPLY THE LANDLORD & CLIENT WITH ALL DOCUMENTATION REQUESTED. THE CONTRACTOR SHALL COORDINATE THE CONSTRUCTION DUMPSTER AND /OR CHUTE LOCATION WITH LANDLORD PRIOR TO PLACEMENT. THE CONTRACTOR SHALL PROTECT THE ARCADE, BUILDING EXTERIOR, ROADWAY, AND LANDSCAPE FROM DAM-AGE DURING DEMOUTION. THE PROJECT AREA SHALL BE MAINTAINED IN A SAFE AND CLEAN CONDITION AT ALL TIMES. IF ANY HAZARDOUS MATERIALS ARE ENCOUNTERED DURING DEMOUTION, COMPLY WITH APPLICABLE REGULATIONS, LAWS AND ORDINANCES RELATIVE. TO REMOVAL, HANDLING, AND PROTECTION AGAINST EXPOSURE OR ENVIRONMENTAL POLLUTION. NOTIFY LANDLORD AND OWNER IMMEDIATELY. ALL ITEMS OF SALVAGEABLE VALUE AS DETERMINED BY THE CLIENT, LANDLORD, LEASING AGENT AND /OR TENANT SHALL BE CAREFULLY REMOVED, SURFACE CLEANED LABELED, STORED AND TURNED OVER TO THE OWNER AND /OR LANDLORD. RECONNECT FI FCTRICAL OUTLETS AFFECTED BY DEMOUTION TO PANELS AS REQUIRED BY NEW LAYOUT. TERMINATE EXPOSED CONNECTIOS PER N.E.C. ANY PLUMBING ENCOUNTERED IN AREA AFFECTED BY DEMOLITION SHALL BE CAPPED TO BUILDING STANDARD. REMOVE EXISTING INTERIOR PARTITIONS AS INDICATED ON THE DEMOLITION PLAN. ALL FIRE PROTECTION DEVICES SUCH AS HORN STROBES, PULL STATIONS, SMOKE DETECTORS FIRE EXTINGUISHERS, HOSE CABINETS ETC. SHALL BE SALVAGED, LABELED AND STORED FOR RE -USE. FIRE ALARM SYSTEM SHALL BE MAINTAINED IN OPERABLE CONDITION. ALL LIGHTING FIXTURES ARE TO BE NEWS. CONTRACTOR SHALL COORDINATE DEMOLITION WITH CLIENT SPECIFICATIONS AND TENANTS DRAWINGS. COORDINATE WITH CONSTRUCTION DRAWINGS PRIOR TO BEGINNING DEMOUTION. CONTRACTOR SHALL PATCH AND REPAIR ALL HOLES IN THE SLAB TO AN AS NEW ACCEPTABLE FINISH TO ALLOW FOR A PROPER INSTALLATION OF FLOORING. CONTRACTOR SHALL PATCH AND REPAIR ALL CURTAIN WALL MUWONS AFTER REMOVAL OF EXISTING FRAMING. SEE ELECTRICAL, MECHANICAL & HVAC PLANS FOR FURTHER DEMOUTION NOTES. PREPARE THE EXISTING CONCRETE SLABS AS REQUIRED TO BE EVEN ELEVATION THROUGHOUT, SMOOTH, CONTINUOUS LEVEL & READY TO ACCEPT NEW FINISHED. THIS INCLUDES "FLOATING" AN UNACCEPTABLE EXISTING SLAB AS REQUIRED, OR FIWNG A SLAB AT HOLES OR IMPERFECTIONS LEFT BECAUSE OF THE DEMOLITION OF WALLS. THE EXISTING AND NEW SLABS BE AT THE SAME CONTINUOUS ELEVATION. THE DISPOSAL OF ALL DEMOLITION ITEMS TO BE BY THE CONTRACTOR, HAULED AWAY FROM THE SITE. OWNER RESERVES THE RIGHT OF FIRST REFUSAL. THE CONTRACTOR TO CAREFULLY REMOVE AND STORE ALL DOORS AND FRAMES THAT ARE INDICATED TO BE REMOVED FOR REUSE. VERIFY ALL SWINGS WITH FLOOR PLANS FOR POSSIBLE REUSE OF EXISTING DOORS AND FRAMES TO REMAIN. POWER TO BUILDING SHALL BE MAINTAINED AT ALL TIMES. COORDINATE WITH LANDLORD 72 HOURS PRIOR TO PROPOSED INTERRUPTION. COORDINATE WITH LANDLORD PRIOR TO ANY WORK ON BUILDING SHELL AND ROOF SYSTEM. REMOVE ALL WIRING FROM DEMOLISHED RECEPTACLES TO SOURCE PANEL. REMOVE ALL ABANDONED WIRING. Edward A. LANDERS, P.E CONSULTING ENGINEERS IMO O ,II saYFI.vAVC ®M MUM MIS Tel. (305) 8823 -3938 Fax (305) 823 -9355 PSETT DWG rint 1212413 ma *30 � Pv ICY TO EPnmws swl,. m+a0 p� MWiM.r� OMALL,m PROEM IDEPROMTED FOR MY OMER PURPOSE ewaa a- IMOTI m RELY a ScM30 00010300 NOWT WE 111011011 A PROM PIMP w MY GENERAL: 1. THE DRAWINGS ARE INTENDED TO SHOW THE GENERAL ARRANGEMENT, DESIGN AND EXTENT OF THE WORK AND ARE PARTIALLY DIAGRAMMATIC. THEY ARE NOT INTENDED TO BE SCALED FOR ROUGH -IN MEASUREMENTS, OR TO SERVE AS SHOP DRAWINGS OR PORTIONS THEREOF. 2. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFtRENT DETAIL OR SECTION IS SHOWN. 3. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR AND ALL THE SUBCONTRACTORS SHALL VERIFY AU. GRADES, ONES, LEVELS. DIMENSIONS AND COORDINATE EXISTING CONDITIONS AT THE JOB SITE WITH THE PLANS AND SPECIFICATIONS. THEY SHALL REPORT ANY INCONSISTENCIES OR ERRORS IN THE ABOVE TO THE ARCHITECT/ENGINEER BEFORE COMMENCING WORK. THE CONTRACTOR AND HIS SUBCONTRACTORS SHALL LAY OUT THEIR WORK FROM ESTABUSHED REFERENCE POINTS AND BE RESPONSIBLE FOR ALL ONES, ELEVATIONS AND MEASUREMENTS IN CONNECTION WITH THEIR WORK. 4. IF ANY ERRORS OR OMISSIONS APPEAR IN THE DRAWINGS, GENERAL NOTES OR OTHER DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF SUCH OMISSION OR ERROR PRIOR TO PROCEEDING WITH ANY WORK WHICH APPEARS IN QUESTION. IN THE EVENT OF THE CONTRACTOR'S FAILING TO GIVE SUCH AN ADVANCED NOTICE, HE SHALL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY SUCH ERRORS OR OMISSIONS AND THE COST OF RECTIFYING THE SAME. 5. THE CONTRACTOR SHALL USE THE STRUCTURAL DRAWINGS AND SPECIFICATIONS TOGETHER WITH THE ARCHITECTURAL. MECHANICAL, ELECTRICAL AND OTHER TRADE DRAWINGS AND SHOP DRAWINGS, TO LOCATE DEPRESSED SLABS, SLOPES. DRAINS, OUTLETS, RECESSES. OPENINGS, BOLT SETTING, SLEEVES, DIMENSIONS, ETC. NOTIFY ARCHITECT /ENGINEER, IN WRITING, OF ANY POTENTIAL CONFLICTS BEFORE PROCEEDING WITH THE WORK. SHOP DRAWINGS & DELEGATED ENGING: 1. ALL SHOP DRAWINGS SHALL BE SUBMITTED FOR ENGINEER'S REVIEW ONLY AFTER THEY HAVE BEEN THOROUGHLY REVIEWED BY THE CONTRACTOR FOR CONSTRUCTION METHODS, DIMENSIONS AND OTHER TRADE REQUIREMENTS. AND STAMPED WITH THE CONTRACTOR'S APPROVAL STAMP. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR DIMENSIONS, QUANTITIES, ENGINEERING DESIGN BY DELEGATED ENGINEERS. ERRORS OR OMISSIONS AS A RESULT OF REVIEWING ANY SHOP DRAWINGS. ANY ERRORS OR OMISSIONS MUST BE MADE GOOD BY THE CONTRACTOR, IRRESPECTIVE OF RECEIPT, CHECKING OR REVIEW OF DRAWINGS BY THE ENGINEER AND EVEN THOUGH WORK 15 DONE IN ACCORDANCE WITH SUCH DRAWINGS. 2. BEFORE STRUCTURAL INSPECTIONS CAN BE MADE ON A PORTION OF THE STRUCTURE, ALL RELATED SHOP DRAWINGS, DELEGATED ENGINEERING, PRODUCT APPROVAL, MANUFACTURER'S DATA AND OTHER RELATED INFORMATION, MUST BE REVIEWED AND ACCEPTED BY THE ENGINEER -OF- RECORD AND APPROVED BY THE BUILDING DEPARTMENT. 3. ALL SHOP DRAWINGS SHALL CONTAIN THE MINIMUM INFORMATION, OUTLINED IN THE FLORIDA BUILDING CODE 4. ALL DELEGATED ENGINEER'S SHOP DRAWINGS SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE FLORIDA BUILDING CODE SHOP DRAWINGS SHALL CONTAIN ALL INFORMATION SHOWN ON THE STRUCTURAL PLANS (RELATED TO THE DELEGATED DESIGN) INCLUDING ALL DESIGN LOADS, IN ADDITION TO THE INFORMATION REQUIRED BY THE DELEGATED ENGINEER'S DESIGN. 5. THE ENGINEER OF RECORD SHALL REVIEW ALL SHOP DRAWINGS, PREPARED AND SIGNED AND SEALED BY THE CONTRACTOR'S DELEGATED ENGINEER, ONLY FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT, REQUIRED LOADING AND COORDINATION WITH THE STRUCTURE DESIGNED BY THE ENGINEER OF RECORD. 6. CONTRACTOR SHALL SUBMIT TO THE ENGINEER OF RECORD, ONLY ONE SET OF SEPIA AND ONE SET OF BLUE PRINTS OF THE STRUCTURAL SHOP DRAWANGS FOR ENGINEER'S RENEW, BEFORE STARTING FABRICATION. THE ENGINEER WILL RETURN THE MARKED-UP AND STAMPED SEPIA TO THE ARCHITECT. THESE SEPIA COPIES SHALL BE USED TO MAKE PRINTS AS REQUIRED FOR HE SHOP DRAWING DISTRIBUTION. SETS OF BLUE PRINTS (WITHOUT SEPIA) WILL NOT BE ACCEPTED. CONSTRUCTION MEANS AND METHODS: 1. THE CONTRACTOR IS RESPONSIBLE AND SHALL COMPLY WITH THE SAFETY REQUIREMENTS OF THE FLORIDA BUILDING CODE AND ALL LOCAL, STATE AND FEDERAL LAWS. 2. PROVIDE ALL SHORING, BRACING AND SHEETING AS REQUIRED FOR SAFETY, STRUCTURAL STABILITY AND FOR THE PROPER EXECUTION OF THE WORK. REMOVE WHEN WORK IS COMPLETED. 3. PROVIDE AND MAINTAIN GUARD LIGHTS AT ALL BARRICADES, RAIUNGS, OBSTRUCTIONS IN THE STREETS, ROADS OR SIDEWALKS AND ALL TRENCHES OR PITS ADJACENT TO PUBUC WALKS OR ROADS. 4. AT ALL TIMES, PROVIDE PROTECTION AGAINST WEATHER (RAIN, WIND, STORMS OR THE SUN). SO AS TO MAINTAIN ALL WORK, MATERIALS, APPARATUS AND FIXTURES FREE FROM INJURY OR DAMAGE. 5. AT THE END OF THE DAYS WORK, COVER ALL WORK UKELY TO BE DAMAGED. ANY WORK DAMAGED BY FAILURE TO PROVIDE PROTECTION SHALL BE REMOVED AND REPLACED WITH NEW WORK AT THE CONTRACTOR'S EXPENSE. 6. THE CONTRACTOR SHALL PAY FOR ALL DAMAGES TO ADJACENT PROPERTY GENERAL STRUCTURAL NOTES (Florida Building Code - RESIDENTIAL 2010 Edition) STRUCTURAL OBSERVATIONS: 1. DADE COUNTY REQUIRES THAT THE ENGINEER -OF- RECORD SUBMIT A STATEMENT, AT THE COMPLETION OF THE CONSTRUCTION WORK, REGARDING THE COMPUANCE OF THE WORK WITH THE APPROVED PERMIT PLANS (.F.B.C. 2. IN ORDER TO COMPLY WITH THE ABOVE, THE ENGINEER OF RECORD MUST BE RETAINED AS THE STRUCTURAL INSPECTOR, AND NOTIFIED AT LEAST 24 HOURS PRIOR TO ANY CONCRETE PLACING OR OTHER OPERATIONS THAT WILL CONCEAL STRUCTURAL ELEMENTS. UNLESS EVERY STRUCTURAL ELEMENT WAS ADEQUATELY OBSERVED BY THE STRUCTURAL ENGINEER -OF- RECORD (OR HIS REPRESENTATIVE), THE ENGINEER WILL NOT ISSUE THE REQUIRED "STATEMENT OF INSPECTION ". 3. IN THE EVENT THAT THE ENGINEER OF RECORD WERE NOT RETAINED TO PERFORM STRUCTURAL. OBSERVATIONS, THE OWNER AND THE CONTRACTOR MUST NOTIFY THE BUILDING DEPARTMENT AND OBTAIN AN APPROVAL OF THE ENGINEER ENGAGED TO PERFORM 'THE INSPECTIONS, BEFORE START OF ANY STRUCTURAL WORK. 4. IT IS UNDERSTOOD THAT THE ENGINEER WILL NOT BE HELD RESPONSIBLE AND UABLE FOR ANY OF THE CONTRACTOR'S WORK WHICH WAS NOT PROPERLY OBSERVED BY THE ENGINEER -OF- RECORD (OR HIS REPRESENTATIVE) OR FOR ANY WORK. APPROVED BY THE INSPECTING ENGINEER (OTHER THAT THE ENGINEER -OF- RECORD) WHICH MODIFIES OR CHANGES THE STRUCTURAL PERMIT RECORD DOCUMENTS. STRUCTURAL DESIGN CRITERIA: 1. THE DESIGN COMPLIES WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE - (2010 EDITION) AND OTHER REFERENCED CODES AND SPECIFICATIONS. ALL CODES AND SPECIFICATIONS SHALL BE LATEST EDITION AT TIME OF PERMIT. 2. WIND LOAD CRITERIA: GCPI - ±0.18 BASED ON ANSI /ASCE 7 -10 BASIC WIND VELOCITY 175 MPH, OCCUPANCY CATEGORY 11 (AT HURRICANE OCEANUNE), EXPOSURE "0 ". 3. ROOF DESIGN LOADS: DEAD LOADS: 25 PSF LIVE LOADS: 30 PSF 4. FLOOR DESIGN LOADS: DEAD LOADS- 25 PSF UVE LOADS: 40 PSF CONCRETE AND REINFORCING: 1. CONCRETE DESIGN AND REINFORCEMENT IN ACCORDANCE WITH "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" AND WITH "DETAILS AND DETAIUNG OF CONCRETE REINFORCEMENT" 2. ALL CONCRETE WORK IN ACCORDANCE WITH "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDING" PRODUCTION OF CONCRETE, DELIVERY, PLACING AND CURING TO BE IN ACCORDANCE WITH "HOT WEATHER CONCRETING" 3. ALL CONCRETE TO BE REGULAR WEIGHT WITH A DESIGN STRENGTH OF 5,000 P.S.I. AT 28 DAYS. MAXIMUM SLUMP 4 ". 4. ALL REINFORCING TO BE NEW BILLET STEEL CONFORMING TO THE LATEST A.S.T.M. A -615 GRADE 60, FABRICATED IN ACCORDANCE WITH C.R.S.I. MANUAL OF STANDARD PRACTICE AND PLACED IN ACCORDANCE WITH LAP SPLICE PER A.C.I. 318 -02 SEC. 12.2.3,30.5" MIN 5. CONCRETE COVER UNLESS OTHERWISE DETAILED ON DRAWINGS: GRADE BEAMS: (BOTTOM) 3" 2" (TOP & SIDES) EXTERIOR SLABS ON GRADE: (BOTTOM) (TOP) COLUMNS AND BEAMS: (TO THE TIES) 1 -1/2" 1 -1/2" 6. COLUMN REINFORCEMENT: DOWELS TO BE SAME SIZE AND NUMBER AS VERTICAL REBARS ABOVE. LAP 36 BAR DIAMEItN OR MINIMUM OF 18 INCHES, U.O.N. PROVIDE RIGID TEMPLETS FOR DOWEL LOCATION, PROVIDE STANDARD HOOKS AT TOP OF ALL VERTICAL REINFORCEMENT AT NONCONTINUOUS COLUMNS (U.O.N.). 7. ALL DOWELS FOR COLUMNS SHALL BE SECURED IN POSITION PRIOR TO CONCRETING. PUSHING THE DOWELS INTO POSITION IN WET CONCRETE IS NOT PERMITTED. 8. BEAM REINFORCEMENT: LAPPED 36 BAR DIAMETER OR MINIMUM 18 INCHES (SEE BEAM DIAGRAM ON PLAN). BOTTOM BARS SPUCED ONLY AT SUPPORTS, TOP BARS SPLICED ONLY AT MID -SPAN. ALL TOP BARS HOOKED AT NONCONTINUOUS EDGES (U.O.N.). ALL HOOKS TO. BE STANDARD 90 DEGREE HOOKS AS REQUIRED (U.O.N.). 9. ADDED REINFORCEMENT: PROVIDE ADDITIONAL CORNER BARS BENT 38 INCHES MINIMUM EACH WAY AT "L" AND "T" CORNERS IN OUTER FACES OF ALL BEAMS TO MATCH ALL HORIZONTAL BAR (TOP. -BOTTOM AND INTERMEDIATE REBARS). 10. SEE PLAN FOR MINIMUM SIZE CONCRETE TIE BEAM REQUIREMENTS. REINFORCED MASONRY WALLS: L HOLLOW LOAD- BEARING MASONRY UNITS SHALL CONFORM TO ASTM C -90, TYPE I, GRADE N, SQUARE END, WITH A MINIMUM AVERAGE COMPRESSIVE STRENGTH ON NET AREA OF fn =1,500 (PSI). 2. SPECIAL INSPECTOR SERVICES ARE REQUIRED FOR ALL REINFORCED MASONRY CONSTRUCTION. THE SPECIAL INSPECTOR SHALL INSPECT THE PLACING OF THE REBARS IN 1-IE CELLS, VERIFY CLEANUNESS OF THE CELLS TO BE GROUTED. AND OBSERVE THE PLACING OF THE GROUT OR CONCRETE INTO THE CFI I S, 3. MORTAR SHALL CONFORM TO ASTM C -270, TYPE "M" OR "5". 4. LAY ALL MASONRY 411H FULL FACE HEAD JOINTS AND WITH FACE SHELL MORTAR BEDDING. 5. MASONRY ANCHORAGE TO SUPERSTRUCTURE SHALL BE PROVIDED IN ACCORDANCE WITH STRUCTURAL DRAWINGS AND DETAILS. 6. THE USE OF ADMIXTURES SHALL NOT BE PERMIT ItU WITHOUT PRIOR REVIEW OF THE ENGINEER. 7. VERTICAL REINFORCING: (A) ASTM A -615 PER REINFORCING SECTION. (B) WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL INCH TO SIX INCHES VERTICAL FOR ALIGNMENT, EVEN THOUGH IT IS IN A CELL ADJACENT TO THE VERTICAL WALL REINFORCING. (C) VERTICAL REINFORCNG STEEL SHALL BE PLACED CENTERED IN THE CELL. LAP 48 BAR- DIAMETERS. PROVIDE BAR SPACERS AS REQUIRED TO MAINTAIN REINFORCING SECURED IN POSITION. IN WALL, AT WALL INTERSECTIONS, CORNERS AND ENDS. EACH THIS REINFORCING SHALL BE THE SAME SIZE AS THE SCHEDULED WALL REINFORCING FOR THE PARTICULAR WALL BUT NEVER LESS THAN A #5 REBAR. SPECIAL CARE SHALL BE TAKEN TO INSURE THAT CELLS TO BE GROUTED LINE UP PROPERLY AND ARE CLEAN OF EXCESS MORTAR. (E) TC -1 REINFORONGSHALL BE 0 VERTICAL IN CONCRETE FILLED CELLS WHERE INDICATED ON PLANS. (F) ALL VERTICAL REINFORCING SHALL BE HOOKED INTO THE BOND BEAMS AT THE NON - CONTINUOUS END OF THE REBARS. (0) PROVIDE INSPECTION HOLES AT THE BOTTOM OF EACH REINFORCED MASONRY CELL, AS REQUIRED FOR UFTS HIGHER THAN 5 FT. MAX LIFT TO BE 8' ON H. 8. HORIZONTAL REINFORCING: PROVIDE GALVANIZED #9 GAGE, LADDER TYPE HORIZONTAL JOINT REINFORCING EVERY SECOND BLOCK COURSE (1' -4" O.C. VERTICALLY) LAPPED 7 -1/2 ". PROVIDE SPECIAL HORIZONTAL REINFORCING AT "T" AND "L" INTERSECTION. ANCHOR TO COLUMNS WITH MINIMUM 4" EXTENSION INTO AREA OF POUR. 9. PROVIDE "DOVE- TAIL" ANCHORS AT 16" 0.0. VERTICALLY FOR ALL MASONRY PLACED ADJACENT TO ALREADY IN PLACE COLUMNS. 10. CELL FIWNG CONCRETE SHALL BE "PEA DOD(" CONCRETE MIX (8" TO 9" SLUMP) OR GROUT WITH fc =3,500 PS MIN. AT 28 DAYS. 11, LINTELS: A. THE CONTRACTOR SHALL PROVIDE PRECAST CONCRETE OR CAST -IN -SITE UNTELS AT THE HEADS OF ALL OPENINGS IN MASONRY WALLS NOT EX- CEEDING SIX (6) FLU IN WIDTH WHERE BEAMS HAVE NOT BEEN SPECIFIED. FOR OPENING ADJACENT TO CONCRETE COLUMNS - THE LINTEL SHAD_ BE CAST -IN -PLACE WITH THE COLUMN. B. UNTEL MAY BE INTEGRAL WITH THE STRUCTURAL OR TIE BEAM WHEN HEAD OF THE OPENING IS 16 INCHES OR LESS BELOW. CONTINUE BEAM'S TYPICAL BOTTOM REBARS THROUGH AND ADD 2 -#5 BOTTOM TRUSS BARS AT DROPS AND 2 -#3 STIRRUPS AT 6 INCHES O.C. EACH END AT DROP. C. MINIMUM BEARING FOR ALL UNTELS 6 INCHES EACH SIDE OR PROVIDE DOWELS AND POCKETS IN ADJACENT CONCRETE COLUMNS. D. UNTEL TO BE MINIMUM OF 8 INCHES DEEP WITH 2 -#4 TOP AND BOTTOM FOR CLEAR SPANS LESS THAN 6 FEET, 12 INCHES DEEP WITH 2 -#5 TOP AND BOTTOM AND 2 -g3 STIRRUPS AT 6 INCHES O.C. EACH END, FOR SPANS GREATER THAN 6 FEET (UP TO 8 FEET). CALL ENGINEER FOR SPANS LARGER THAN 8 FEET WITH NO SPECIFIED BEAMS OR UNTELS OVER. TERMITE PROTECTION COMPLIANCE GENERAL CONTRACTOR TO PROVIDE A CERTIFICATE OF COMPLIANCEBY UCENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT AS PER FBC 2010 SECTION 1816.1.7 "HE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITE TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES" hill (;III Edward A. LANDERS, P.E. CONSULTING ENGINEERS ISM l0 I .11a41EM 01 mu®amm Tel. 305E 823 -3938 Fax 305 823 -9355 PERMIT DNOBffQ 1212413 e2aZ iR=ARw WWRi of VC WS TO WED PPM ARE aar Am aw. nor s MOP ort REPmaiao FOR MY oases MP= euTHEVER nwwT M EXPRESSED Si r& CratTl• ,wma PRIM ro APPRGYEDBY BATE AR, 114842 W U W cc y s-1 SHEET NUMBER EXISTING POOL EXISTING POL DECK co EXISTING RESIDENCE / ©1421 NE 102ST TC -1 TC -1 TC -1 TC -1 TC -1 TC -1 TC -1 TC -1 TC -1 TC -1 TC -1 TC -1 TC -1 TC -1 TC -1 9' 8" i TC-1 L -- 10'-2" EXISTING SEA WALL PILL ALL CELLS " CMU WALL 10' -2" EXISTING RESIDENCE 1431 NE 102S FOUNDATION PROPERTY WALL PLAN SCALE: 114" 1' - 0" BEAM SCHEDULE TB -1 8" X 12" W /4— #5 BARS & #3 STIRR. 012 "O.C. FOUNDATION SCHEDULE WF -36 1' -6" X 3' -0" W /4— #5 BARS TOP & BO1T W/ #5 TRANSV. ®24" 0.0. COLUMN SCHEDULE TC— 1 1— #5 BARS IN FILL CELL POOL DECK — SWALE AREA TB -1 SOIL COMPACTION TO 955 DENSITY SOIL (TYP) #5 BARS IN FILLED CELLS 1532 0.C. (TC -1) WF -36 3' 0" STUCCO FINISH FILL ALL CELLS LO— GRADE (ADJACENT PROPERTY) \j / \ \j \j\ \j \V Vs 03 FOUNDATION BELOW ADJACENT GRADE 8" MIN. LT` Edward A. LANDERS, P.E. CONSULTING ENGINEERS mo.law S1SLv mn u. FL a.0 Ya Tel. (305) 823 -3938 Fax (305) 823 -9355 PERMIT DWG INFO: 1212413 AND ORASINES 0 SHOW. THESE DRAMS ARE 0 Td RE M D RP USE SMUT STATED OELY AND Wu. ROT m US•Dm OEMS= FOR ANT OOmt PURPOSE SEMEN. 6107,17 TM ECR168YA ERTTEN GMSNT. =TRACY= SHALL NWT ALL m.wONS ATm ERAV. roY .1Y ON BALED 00061001 NOWT 116 MCNEES OY ANY TUBP@PAN@S rpm TO comm. UM APPROVEDeY DATE 11.4E412 S-2 SHEET NUMBER