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DOCK-16-1811 3 z Miami Shores Village P ntP Dods 10050 N.E.2nd Avenue NE ; Miami Shores,FL 33138-0000 #i PROVED FPhone: (305)795 2204q �� 7 912�r� Expiration: 3/01/2017 '^� l 1M Project Address Parcel Number Applicant 1050 NE 105 Street 1122320280060 PHILIPPE ALLUARD Miami Shores, FL 33138-2106 Block: Lot: Owner Information Address Phone Cell PHILIPPE ALLUARD 1050 NE 105 Street MIAMI SHORES FL 33138- 1050 NE 105 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 54,900.00 MAX MARINE AND FOUNDATION INC (305)785-8682 Total Sq Feet: 479 Type of Dock:CONSTRUCTION OF A NEW BUIKHEAD WITH Available Inspections: Additional Info: Inspection Type: Bond Return Final PE Certification Classification:Residential PE Letter of Intent Scanning:3 Final Framing in Progress Review Planning Review Structural Review Electrical Review Electrical Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $33.00 Invoice# DOCK-6-16-60389 DBPR Fee $24.71 06/29/2016 Credit Card $50.00 $1,908.42 DCA Fee $24.71 Education Surcharge $11.00 09/02/2016 Credit Card $ 1,908.42 $0.00 Notary Fee $5.00 Permit Fee $1,647.00 Plan Review Fee(Engineer) $160.00 Scanning Fee $9.00 Technology Fee $44.00 Total: $1,958.42 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for ork done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECsTRi4 rAL,P UMBING,MECHAN AL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT;/,,I' ify that all the for oing i formation is accurate and that all work will be done in compliance with all applicable laws regulating construction and zonirag: �r ore,I authori the ove-named contractor to do the work stated. 1 i I F September 02,2016 Authorized Signature: pplicant / Contractor / Agent Date Building Department opy September 02,2016 1 G� Miami Shores Village ° b �� Building Department JN2816 `i10050 N.E.2nd Avenue Miami Shores Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972BY INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC ao BUILDING Master Permit No L8 I I PERMIT APPLICATION Sub Permit NO. UILDING ❑ELECTRIC ❑ ROOFING REVISION [:]EXTENSION ❑RENEWAL []PLUMBING ❑MECHANICAL PUBLIC WORKS [] CHANGE OF ❑CANCELLATION ❑SHOP CONTRACTOR DRAWINGS JOB ADDRESS: /Ofi2 NE /ps- s City: Miami Shores County: Miami Dade Zip: 1K Folio/Parcel#:. // 24.321 -029- 0O60 is the Building Historically Designated:Yes NO � Occupancy Type: Load: Construction Type: Flood Zone: 8FE: FFE: OWNER:Name(Fee Simple Titleholder): kol t l ®° �. / UAjen hone#: 30,7 715 - Address: 0sp Ajoc-- ln7 rs1 City: /79/62 ! RkT)95a State:.--P— Zip: 7113Y Tenant/Lessee Name: bj/A Phone#: 3-0 l 5 3 W31 Email: I-1Lc.L;'/dg�A CONTRACTOR:Company Name: MAX fi?A&fN Z- A'Wy& (40" Phone#-. 3tX"• W-5,W Address: 4323 1/ 51 >P-192, City: MQLL�/W a®-A State:i. Zip: Qualifier Name: ) M�S t-A t9-e-t Cc- Phone#:_ 0�-7-b S-z 4&6'F a State Certification or Registration#: Certificate of Competency#: L• l3 D Q O"7 DESIGNER::Architect/Engineer: �E:!7 A ®r--e /(OAC, Phone#: A 3 7 ?g llr - Address: T 9 O NW 14 6 4!��9 CityAJ t'L State:-a—Zip: Value of Work for this Permit:$ ) 010 Q Square/Linear Footage of Work: T of Work: ❑ Addition �� See}o►a'LL CAT Type ❑ Alteration (ANew ❑ Repair/Replace ❑ Demo ition Description of work: CC)N'b 1 Ry 1 � WiG J 1 W t 1 RP l i r LES -- t N5T c0 L T991" It N ZA 12rns—LhlL A, VL-CVTQLt10)000�.3s) Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ 00 •QOQ CO/CC$ Scanning fee$ f0 Radon Fee$ DBPR$.- - Notary$ , Technology Fee$ 4 Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (ReviSW02/24/2014) 8 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,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 in ion which occurs seven days after the building permit is issued. In the absence of such posted notice, the inspection w'1 not b a ved and a reins esti n fee will be charged. Signature Signatur OWNERorA ENT CON OR (S The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 by --2,A6 day of 11VIeV, 20 /6, by I S , �j ho is personally known to T�1; CIC�l�714who is ersonally known to me or who has produced me or who has produced as identification and who did take an oath. identification and who did take an oath.' NOTARY PUBLIC: NOTARY PUBLIC: Si Sign: Print: Print: Seal: 1t�" Notary Public State of Florida Seal =Pcuc State of FloridaJoanna M Feliciano eliciano 4yCommission FF 082753 cv�oExpires01/1212018sion FF 082753 X42/2018 dtA y tD APPROVED BY � J Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) PREPARED BY: Land Surveyors, Inc. o _ www.exactaland.com Toll Free 866-735-1916 " F 866-744-2882 rA x.iody ntwnn viaoTv — C� PROPERTY ADDRESS: 1050 NE 105TH STREET MIAMI SHORES,FLORIDA 33138 SURVEY NUMBER: 1411.1348-02 FIELD WORK DATE: 2/�/20�6 REVISION DATE(S):(REV.2 2/3/2016)(REV.2 2/3/2016) (REVA 2/3/2016) 1411.1348-02 BOUNDARYSURI/EY LU MIAMI-DADS COUNTY J N.E. l 06T1 l 5TREET(PER PLAT F .N N ( SUMED) NISAOV430E75.111( N 9 O O"E 75.00'( ) L2 IP 1/2"FIRC LOT 1/2"FIR IN NO ID NO ID �' NO ID (a3 NE.CORNER OF LOT 7 BILK I w Qz to p[ 14.0' n Q^ 0.3'ON Q 23.4' ?U TABLE: U� in ASPHALT D/Wt O LI N 00°0060'E 25.00'(P) O N ~O S 0°081250 E 25.1 If(M) O + L2 5 90°0060'W 24.89'(P) o + S 89°5VOG•W 24.89,(M) 5.C.L. S 89°58018'W 75.13'(M) N o , B LK 50 � 1 o.7' O + C) B K 7 Oj 4.0'0 m m+ U tt1 p W `r STY. to O 5.6' RES#1050 15.9' �p 10.7' d' No _ t 1;rW —12.0'0 U O O o C '1 6.9' 00 O 10 - 55 g 3 O Z p 2.7' ;� n�' 4' m O O O W/C W/C 1/2"FIPZI/2"FIP NO ID 0.5' ON_ E WALL- NO ID I.I'ON F L' NOTES: LOT APPEARS TO BE SERVICED BY CITY WATER AND SEWFE FENCE OWNERSHIP NOT DETERMINED ELEVATIONS OBTAINED THROUGH GP5 0135ERVATIONS (L-NET GPS NETWORIV NAVD 88 DATUM l hereby ce t oundory Survey of the CONVERTED TO NGVD 29 DATUM USING VERTCON hereon des d ape as been made under NAVD85=NORTH AMERICAN VERTICAL DATUM 1956 NGVD 29=NATIONAL GEODETIC VERTICAL DATUM my directi pgn a the e t of my know/edge �x� =EXISTING ELEVATIONS NGVD 29 and belie itaccurate representation s c R=suevF�cLosuRF2yNe 40of a sury meets minimum technical standards p fogy th ` lorido Board of Professiona eyors , uppers in Chapter GRAPHIC SCALE (In Feet) N 5J-17 of the° ¢ministrative Code. 1 inch = 40' ft. � RONALD W. WALLING State of Florida Professional Surveyor and Mapper License No. 6473 Use ofThis Survey for Purposes other than Intended,Without Written Verification,will beat the User's Sole Risk and Without Liability to the Surveyor. Nothing hereon shall be Construed to Give ANY Rights or Benefits to Anyone Other than those Certified. FLOOD INFORMATION: POINTS OF INTERES' BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING NONE VISIBLE MUNICIPALITY OR WWW.FEMA.GOV,THE PROPERTY APPEARS TO BE LOCATED IN ZONE AE(WITH A BASE FLOOD ELEVATION OF 8).THIS PROPERTY WAS FOUND IN THE VILLAGE OF MIAMI SHORES, COMMUNITY NUMBER 120652,DATED 09/11/09. � rt CLIENT NUMBER: DATE: 2/3/2016 0 1 1 1 AFFILIATE Title Association- BUYER:Philippe Alluard FL-TA — MEMBERS SELLER: CERTIFIED TO:PHILIPPE ALLUARD E-ACT Land Surveyors Inc" www.exactaland.com/ P.866-735-1916•F.866-744-288282 This is page 1 of 2 and is not valid without all pages. LB47337 11940 Fairway Lakes Drive,Suite 1-Ft.Myers,FL 33913 REPORT OF SURVEY 1411.1348-02 This is page 2 of 2 and is not valid without all pages. LEGAL DESCRIPTION: LOT 6,BLOCK 1,OF MIAMI SHORES ESTATES,ACCORDING TO THE PLAT THEREOF,AS RECORDED IN PLAT BOOK 47, PAGE 58,OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. JOB SPECIFIC SURVEYOR NOTES: THE ASSUMED BEARING REFERENCE OF SOUTH 90 DEGREES 00 MINUTES 00 SECONDS WEST IS BASED ON THE SOUTHERLY RIGHT-OF-WAY LINE OF NORTHEAST 105 STREET,LOCATED WITHIN MIAMI SHORES ESTATES„ACCORDING TO THE PLAT THEREOF,AS RECORDED IN PLAT BOOK 47,PAGE 58,OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY,FLORIDA. GENERAL SURVEYOR NOTES: 1. The Legal Description used to perform this survey was supplied by others.This survey does not determine or imply ownership. 2. This surveyonly shows improvements found aboveground.Underground footings,utilities and encroachments are not located on this survey map. 3. If there is a septic tank or drain field shown on this survey,the location is approximate as the location was either shown to Exacta by a third party or it was estimated by metal detection, probing rods,and visual above ground inspection only.No excavation was performed in order to determine the exact and accurate location. 4. This survey is exclusively for the use of the parties to whom it is certified. 5. Additions or deletions to this survey map and report by other than the signing party or parties is prohibited without written consent of the signing party or parties. 6. Dimensions are in feet and decimals thereof. 7. Due to varying construction standards,house dimensions are approximate. 8. Any FEMA flood zone data contained on this survey is for informational purposes only.Research to obtain such data was performed at www.fema.gov. 9. All corners marked as set are at a minimum a'h'diameter,18"iron rebar with a cap stamped LBN7337. 10.If you are reading this survey in an electronic format,the information contained on this document is only valid if this document is electronically signed as specified in Chapter 51-17.062(3)of the Florida Administrative Code and Florida Statute 472.025.The Electronic Signature File related to this document is prominently displayed on the invoice for this survey which is sent under separate cover.Manually signed and sealed logs of all survey signature files are kept in the office of the performing surveyor.If this document is in paper format, it is not valid without the signature and original raised seal of a Florida Licensed Surveyor. 11.Unless otherwise noted,an examination of the abstract of title was NOT performed by the signing surveyor to determine which instruments,if any,are affecting this property. 12.The symbols reflected in the legend and on this survey may have been enlarged or reduced for clarity.The symbols have been plotted at the center of the field location,and may not represent the actual shape or size of the feature. 13.Points of Interest(P01's)are selected above-ground improvements which may be in conflict with boundary,building setback or easement lines, as defined by the parameters of this survey.There may be additional P01's which are not shown,not called-out as POI's,or which are otherwise unknown to the surveyor.These P01's may not represent all items of Interest to the viewer. 14.Utilities shown on the subject property may or may not Indicate the existence of recorded or unrecorded utility easements. 15.The information contained on this survey has been performed exclusively,and is the sole responsibility,of Exacta Surveyors.Additional logo or references to third partyfirms are for Informational purposes only. 16.Pursuant to F.S.558.0035,an individual employee or agent may not be held individually liable for negligence. 17.House measurements should not be used for new construction or planning.Measurements should be verified prior to such activity. LEGEND: 5URVEYOR15 LEGEND UNETYPE5:IUPeeon4sas:orml AC AIR CONDITIONING ID. IDEwnPKATHON 5rx. SECnON ® B.I- BEARING REFERENCE ILL ILLEGIBLE SEP. 5EPnC TANK B.C. BLOCK CORNER INST. INSTRUMENT SEW. 5EWER SfRI/LTURE B.F.P. BACKPIOW PRMNfOR INT. INTERSECTION 51GO SET GLUE DISC CfMERLINE BLA BLOCK L LENGTH SIRE SET IRON ROD 4 CAP BLDG. BUILDING LB# LICENSE#-BUSINESS 5N40 5ET NAIL 4 DL9C CHAIN-UNK or WRE PENCE! BM BENCHMARK 1.50 UCENSE#-SURVEYOR 50.FT. SQUARE FEET B.R.L BUILDING RESTRICTION!LINE (M) ME45URED Sly. STORY EASEMENT________ BSMT. BASEMEN M.B. MAP BOOK E OF WATER4W OW BAYAsCX WINDM.E.S.. . MITERED END SECTION 5VV SURVEY TIE UNE EDG5VALVE - (C) CALCULATED M.F. METAL PENCE 5w91DEW1DEWALIC IRON FENCE C CURVE N.R. NON RADIAL S.W. SEAWALL CATV CABLE TV.RISER N.TS. NOT TO SCALE TBM TEMPORARY BENCHMARK OVERHEAD UNE5 L.B. CONCRETE BLOCK O.CS. ON CONCRETE SLAB TEL TELEPHONE rACa1TIE5 CHIM. CHIMNEY O.G. ON GROUND T.O.B. TOP OF BANK 5UKVEYTIE LIN[ C.L.P. CHAIN LINK PENCE OFF OUT5IDE OF SUBJECT PARCEL TMT. TRANSHIP WALL OR PARtt WALL L.O. CLEAN OUT OM. OVERHANG T% TRANSFORMER CONE. CONCRETE OHL OVEQHEAD LINES TYP. TYPICAL WOOD PENCE COR CORNER ON IN51DE Or SUBJECT PARER U.R. UTILnY RISER VINYL PENCE CS/W CONCRETE SIDEWALK O.R.B. OFFICIAL RECORD BOOK WIC WITNESS CORNER C.V.G. CONCRETE VALLEY GUTrM OALV. OFFICIAL RECORD VOLUME wr WATER FILTER CIL CENTERLINE WA OVERALL W.F. WOODEN FENCE SURFACE TYPE5:I wasonx■ssx xmm, or COVERED PORCH Cys OFFS IMM WATER METERMALVE BOX Ce CONCRETE SW m FLAT ASPHALT ®m TILE (D) DECD P.B. PUT BOOK WV r. WATER ANri�F[Q� covell D.F. DFIELD P.C. FONT OF CURVATURE CONCRETE'• DAV RAIN DRIVEWAY P.C.C. POINT Or COMPOUND CURVATURE WATM ® WOOD®ELN. ELNATION F.C.F. PERMANENT CONTROL POINT AE. ACCESS EASEMENT ENCL ENCLOSURE PIE PgOL EQUIPMENT AN.E. ANCHOR EASEMENT 5YMBOL5:turaseanen ,r pi Mr. ENTRANCE PG. PAGE C.M.0 CANAL MAINTENANCE E5MT. ® F.I. POINT OF INTERSECTION BENCH MARK EM ELECTRIC METER D.E.[. COUNTYUTILITYEA IE EN T. CCNTCRUNE E.O.P. EDGE OF PAVEMENT FIS PROFESSIONAL LAND SURV[tOR DCDRAINAGE AND UTILITY E.O.W. EDGEOFWATER RT PLANER D.U.E. DRAINAGE AND UTILITY CSMf. � CENTRAL ANGLE a DELTA CUD ELECTRIC UfILIIY BOX P.O.D. FOIA OF BEGINNING BMT. HSCMElT �I COMMON OWNERSHIP (F) FIELD P.O.C. POINT OF COMMENCEMENT LEX.E. INGRCSyGGRE"C5MT. • CONTROL POINT FCM PND.CONCRETE MONUMENT P.P. PINCHED PPE IRR.0 IRRIGATK)N CASEMENT ■ CONCRETE MONUMENT MOM FOUND DRILL HOLE F.RC. POINT OF REVERSE CURVATURE LAC. LIMITED ACCE55 CSMT. III)® CATCH BASIN F.F. FINISHED FLOOR F.RM. PERMANENT REFERENCE MONUMENT LB.-' LANDSCAPE BUFFER C5w. RIF POUND IRON PIPE P5M PWPE55IONAL SURVEYOR ENATION RPC FOUND IRON PIPE 4 CAP AND MAPPER L.M.E. IME OR IANDSCAP[ V ETRE HYDRANT FIR FOUND IRON ROD P.T. POINT O TANC494CY MAI LAKE LAND EASEMENT PND OR SET MONUMENT FIRE FOUND IRON ROD 4 CAP R RADIUS or RADIAL M.C. MAINTENANCE EASEMENT GUYWIRE OR ANCHOR PN FOUND NAIL (R) RECORD 0 MANHOLE PNID FOUND NAIL t D15C RGE. RANGE P.U.E. PUBLIC UTILITY EASEMENT PND. FOUND RES. RESIDENCE R.O.E. ROOF OVERHANG E5MT. ® TREE FPKN FOUND PARKMKALON NAIL RTW RIGHT OF WAY 5.W.E. 51DEWALC EASEMENT # UTILITY OR LIGHT POLE rPKN4D FOUND PE NAIL 4 D15K (5) SURVEY 5.W.M.E.STORM WATER © WELL GAR.PC FOUNDGARAGRAILROAD SPIKE S.B.L. SETBACK LINE MANAGEMENT G5MT. 9.C.L SURVEY CLOSURE LINE T.U.E. TCLHNOWGICAL UTILITY EMT. GM GAS METER 5CR. SCREEN U.E. UTILITY CASEMENT ELECTRONIC SIGNATURE: PRINTING INSTRUCTIONS: OFFER VALID ONLY FOR: Incomplete accordance with Florida Statute 472.025 and Pursuant to 1.While viewing the survey in Adobe Reader,select the Philippe Alluard the Electronic Signature Act of 1996 or Florida Statute TITLE XXXIX, Chapter 668,if this document was received electronically via PDF, "Print"button under the"File"tab. then it has been lawfully Electronically Signed.Therefore,this survey 2.Select a printer with legal sized paper. IF PDF,If authentic,is completely official and insurable.In oder to validate the'Electronic Signature•of PDF surveys sent via www.surveystars.com, 3. Under"Print Range",click select the"AIL"toggle. . • . you must use a hash calculator.A free hash calculator is available for download at 4. Under the"Page Handling"section,select the number ww,v.hpedie.comlaet/sy,teMFile-MawaemenyH,,h{,kuIabo-Kr 11101 ml of copies that you would like to print In order to validate the Electronic Signature ofany survey PDF sent via wwwsurveysmrccom: 5. Under the"Page Scaling"selection drop down menu, t.Download the Hasht/Sy,ta/F,I,-ilableat se leC["NonE." I O/O off 1.Download Hash CSlculat File-Mable at nVHash{alculatorKirill ih[ml 2 2.Save the Survey PDF onto your computer from wwwsurveystars.com 6. Uncheck the"Auto Rotate and Center"chedkbox SI u F'70 5001 or from the email sent from wwwsunmystars.com. 7,Check the"Choose Paper size by PDF"chedkbox 3.Click the square Browse button in the upper right hand corner of the ANY FUTURE Hash Calculator to find and select thesaved Survey PDF document and dick 8. Click OK to print the COMPUTE button in the lower right hand comer of the Hash Calculator4. TO p�M IN +WHfiE. SURVEYING SERVICES SHA-Icarethes forth smveyintng ejobfilerseinw wsurvinetrs.com digit ON THIS PROPERTY SHA-1 characters for the survey in thejob file in wwwsurveystars.corm which 1. In the main print screen,choose"Properties". is also printed on the invoice for that survey. 6.Ifthe 40 digit stung of SHA-1 characters are exactly the same on the invdce 2. Choose"Quality"from the options. - (or in the survey file at w.vwwrveystarscon)as they are in the Hash Cakulata, 3. Change from"Auto Color"or Color"to I -ea - discount not to e then this PDF is authentic.Ifthe40digit string ofcharactem does no match I exceed44 exactly,then this PDT has been tampered with and it is not authentic. "Gray Scale". - - - - _ _ _ _ - --- - Exacta Exacta Land Surveyors, Inc. www.ex P.866-735-1916-F866-744-2882E_ACTALBN 7337 11940 Fairway Lakes Drive,Suite 1•Ft.Myers,FL 33913 Miami Shares Village _ Building Department RECEWED 10050 NE 2"d Ave. Miami Shores, FL 33138 JUN 9 2016 305-795-2204/ Fax 305-756-8972 BY: NOTICE TO MIAMI SHORES BUILDING DEPARTME\T OF EMPLOYMENT AS SPECIAL L\SPECTOR L»ER THE FLORIDA BUILDI\G CODE. I (Vie)have been retained by 0fV9C-A, to perform special inspector services under the Florida � Building Code 5th Edition(2014)and Miami Dade County Administrative Code at the 1022 AE lbS $7— project on the below listed structure as of jam— l 4—1 C, (date). I am a registered architect professional engineer licensed in the State o F`orida. Process Number: _Special Inspector for Reinforced Masonry:Section 2122.4 of the FBC 5th Edition(2014) _Miami Dade County Administrative Code;Article 11 Section 8-22 Special Inspector for Trusses>35 ft.long or 6 ft.high _Steei,Framing and Connections welded or bolted Soil Compaction _Precast Attachments _Roofing Applications:Lt. Weight. Insul.Conc. 'Other --W1 L t N 6- Note: Only the marked boxes apply. The following individual(s)employed by this firm or me is authorized representative to perform inspection" 1 2. 4. Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a professional engineer or architect:graduation from an engineering education prog--am in civil or structural-engineering.- graduation ngineering:graduation from an architectural education program;successful completion,of the 10EES Fundamentals Exarnination; or registration as building inspector or general contractor. I(we)will notify the Miami Shores Building Department of any changes regarding authorized personnel performing inspection services. I(we),understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Department Inspector. All mandatory inspections, as required by the Florida Building Code,must be performed by the Miami Shores Building Department.Inspections performed by the Special Inspector hired by the owner are in addition to the mandatory inspections performed by the department. Further;upon completion of work under each Building Permit,I will submit to the Building Inspector at the time of the final inspection the completed inspection log form and a sealed statement atin2 that,to the best of my knowledge,belief and professional judgment those portions� �� Q $e.1 above meet tt e intent of the Florida Building Code and are in substanti8l acco` ans.NSF•.,•S�+ �„� Engineer/Architect '• No 38398 S\ame (it�L��e'�(` Signed and Sealed ® • •••� Print r q Date:_G _ ( � STATE OF Address _ =•°�•'• �� w�r9�r G-4-trams, F2 . �301� 0" *-.-'1.ORIDP,.•''. ��1 1ofIit 1 Edward A. LANDERS, P.E. CONSULTING ENGINEERS February 3, 2017 PILE INSTALLATION CERTIFICATE Project: Seawall and Dock Piles Permit# DOCK 6-2016-1811 1050 NE 105th Street Miami Shores, Florida 33138 Dear Sir; I, Edward A. Landers, P.E. having performed and approved the required inspections on November 15, 2016, monitored the installation of eight(8) 12"x12" Concrete Batter Piles, and five (5) 12" wood piles at the above referenced jobsite. The piles were installed at locations staked in the field by the Owner's representative to depths ranging from 18' to 22' (for concrete batter piles) and 20' to 24' (for wood piles), below existing grade as shown in the attached pile logs and location sketch. We further certify that our authorized representative observed the piles installation operation and that the workmanship and materials used were in substantial compliance with the structural specifications supplied to the Piling Contractor and in accordance with the approved manufacturer specifications and the Florida Building Code. We also certify that the referenced piles are capable to sustain a net allowable bearing capacity of 10 tons (20 kips) (for wood piles) and 25 tons (50 kips) (for concrete batter piles) as shown in the attached pile installation logs. Should you have any questions or need any additional information please do not hesitate to contact me. Very truly your§, ,e+++ `xo t ti 3E:?I3 dwar A. Landers, P.EyO 111111111110 2' ✓;, 7850 NW 146TH STREET,SUITE 509* MIAMI LAKES FL 33016 x PHN: (305)823-3938" FAX: (305)823-9355 Edward A. LANDERS, P.E. 7850 NW 146TH STREET SUITE S09 MIAMI LAKES FL 33016 305-823-3938 305-823-9355 Pile Driving Record Name Of ProJJ'ect:LIP ALLUARD Date: NOV 15 2016 PHIL Address: 1050 NE 105 ST MIAMI SHORES FL 33138 Quantity of Piles: 8 Pile type: 12"X12" CONCRETE BATTER PILES A PERMIT#DOCK6-2016-1811 Piling Piling Pile Number of Number Size Length blows last Penetration Remarks 3 inches i 1B 12"X12" 24' i 15 12 26 12"X12" 24' i4 12 i 36 12"X12" 24' 15 13 46 12"X12" 24' 15 13 58 12"X12" 24' 14 12 68 12"X12" 24' 14 13 78 12"X12" 24' 15 12 86 12"X12" 24' 15 12 ittilit :'�P ••'GEN• F••�9s, No 383 TE .. 0 . ! INsr Edward A. LANDERS, P.E. 7850 NW 146TH STREET SUITE 509 MIAMI LAKES FL 33016 305-823-3938 305-823-9355 Pile Driving Record - --- --- ----- Name Of Pro ect: Date: NOV 15 2016 I0HILLIP ALWARD Address: 1050 NE 105 ST MIAMI SHORES FL 33138 Quantity of Piles: 5 Pile type: 12"WOOD DOCK PILES v PERMIT# DOCK6-2016-1811 Piling Piling Pile Number of Number Size Length blows last Penetration Remarks 3 inches iD 12" 30' 14 14 21) 12" 30' 14 13 i 3D 12" 30' 15 13 41) 12" 30' 15 14 SD 12" 30' 15 15 i rill p. ♦ q„ STATE OF • 41J: F ' PHILLIP ALLUARD 1050 NE 105 ST MIAMI SHORES FL 33138 PERMIT #DOCK6 - 16 -1811 1D 2D 3D 4D 5D ` Y C) � 1B 2B 3B 4B 5B 6B 7B 8B �'�• •• ]VI ;LOCATION PLAN o . zz co rn n Fe s� 'OCK ELECTRICAL -P.ALLUARD-1050 NE 105 ST. 2 SPOT LIGHTS ON REMOTE 2-1 HP MOTORS FOR BOAT NIGHT DOCKING FOR THE LIFT B" f0'-4• f0 20 Amp GFI 8 i ; 15'-'�" 5 ACCENT LED LIGHTS- ' ON EACH PILE 24"FROM —" 6 3 DOCK FLOOR . A 6'-3• +'-J• A J _ nil 3j.. - Edge of Exbdng .......... EXISTING 3/4"PVC to nsw BO 112-PVC to Dock I.IEhts 17 Amp.Panel NEMA 3R for Dock switch MiSiDE HONE LNt and 20 Amp OFI from 3 gang box. x�1 ELECTRICAL HEV W • APPROVE - .. . . . ... %lZ DATE . . . . . . . . . . .. . . . . . . . . . . . .. . . . . ... . . . . ... . . . •• .. . • . •• .. ... . . . ... . . C r .0 _— a ti lY ® � ND � L„�r M., RolUNDER UNDER ! m PO AIUTE PQ2MR �c' LET E 7pNtg�, �o SU6 PFA Q Q- 141019 �) 5 � C �11 N! RE EC FUUIPM BB�� _ r Im tl= 1/2"PVC to switch dock lights F B® from INSIDE HOME 3 gang box JB Wim.,. Ll O F / o. O @ �F. F S \ KRCHEN I,_ LAUNDRY. -- I_ BATHROOM G2 F ^. - T�p� �F �:' �v o� POOLUNDER HALF-RATH _ SEPARATE PERMIT BY OWNER F - m6 GARAGE oI$TIN m M LO. - BEDROOM N2 "'I ' - DOCKUNDER - �— '�OBgA1,1 aFF� ''ii,, ELECTRICAL PANEL'B' Nm RATE PyrMR BY OWNER � CUTw .5 DI I - pM I ROOM F C.3 JamAl F F /arn7n ® I v e "L r�EXISnNG M.L.O. d NOM C. FOYER Q C.2 200A, 10 E>OSTNIGKOKTRANSPEBSMITCN q E ® N�C' F ELECTRICAL PANEL'A' 20BARATING.2P.BE Y F ]Y EYI5IIN6 M.C9.200A __j ;. 2P.10 ml NEPER CAN Inarz ��" LOGGIA 2011RATINS.IS 2 CIO El - __ atm F � ', I' ; I•e#` o z � II � W I � s I I,III m6 aa6 III. I��'� /—n (� ETFISITFNG NIL,--- / n � 7 C7 Bm F i 60A. 10 _ -- I �. •• L _ 'C' Cm ELECTRICAL PANEL 1 . •.. • W Z FTtl7N I CIO •F E Bm E si �'`�:.� • • • c • .UL 806 ��/� � � •• • � • • • %. �,••••• •• N �0 • C. c.s q� C.10 c.u 1'' • W •• -- — •••••• /y •. E � • • E F AM •• • • • Q 0 •••• •• :K ALLOWABLE cm cm (4 'rn( 1 •• `u A E •••••• •• • ROI 7y,0.L PA ) A r - • • • • E E I, cm •• •• •• •• E O m cm —CTO �L cFa E BEDROOM k3 �i1� �4��. -T *000*: _j • REAR SETBACK PROVIDED - 9ED qm _ • • J • Cf4 06 • • • BATHROOMN2 08 2016 e ••• • ••Z�F •• 00 •••••i ••• W• •. F C • m Cm C0 E F ___- •• • E B1 � i EwANsonlomr- O em FRONT SETBACK 8 � 9 0 3 ISI\ EASTINGASPHALTORP i FASTING STRUCTURE M REMAIN UNDLSRURB - _ v F'Iartnfng Board ISI III NOTE ADD CONTINUOUS NEW GUTTERS AT _ --- ---�- --- - --- - - 11-17-2014 c ALL ROOF EAVES(SELECTION BY OWNER) I ® � n L•_1 I A o oxo ossa P.L.150.40' ELECTRICAL LEGEND NEW WOODEN SIDE FENCE(BY G OWNER) O O�eotSMB� WE ALL SINCE OEIECNRS ARE TO BE WORK SCOPE LL HARD WINED.DRERCNOI M AND SHALL — _ --- O RHAVEARATIEKYRAC0. 1.-WrR ICAL RENCOATMN OF BATHROmA}2:-E)l BIMNCH CIRcuns ELL ROM O hmandUghtVa Prmf 0 _ G - I } McOMmmadllpht Qa CImlmSvmlm/fRUe�mr �ImDOOEUTnN OF LIM Roos;-DMG Bwwa CIRCIM Nn1 _ C AV EdremtMmm� UmmKSNII% �1 \ l-EIECTRCAL REMOOSATION OF FAMILY ROWt-Ell BRANCH CIRCUITS N6L *{ mvilectiptI& AOi � KEW HMO LIGHTINGWECONPLYWITH FRCRull5ToofSEU111 Tu RENAX 6-I 20AskIliFe Wl Q dmdmSo PRIFIENT LEAl INTIFEENCMMUNAND MCIDUBTIONEOSPACE 4:KEN TERRACE;NEN BRANCH CRCIM FROM PAR'C. j I Fedi 5.-BSTALLM OF NEM QUIDOOR Ul KEN BRANCH=9 FROM PANEL .�I MatmPrmdAecIe p Cd Mg Fm -_ b `�u�l A r1FaB iaml PANEL b'FOR RmllE Pam.AND oEaE ubn ' i EPROPOSED LECTRICAL . � NEN OEC(AND POOL ARE NOT PART OF THIS FEW. -- FLOOR PLAN NeOs� ,.—, 00ghre IP/11 MAm1PnmT/MdIrR®lAmnrs u-ICNOTERCBNIROLONLY ELECTRICAL REMODELATION FLOOR PLAN I , a T � I I v o � in.JOINTOU EETCOIOROLOIHY SCALE:1/4"=V-O" i E-E10SIBNS TO REMAIN R-RElOfd1ED '' ji E—/ GENERAL NOTES: 1.-GENERAL: LIM CALCULATION SERVICE ENTRANCE CUNDUCIURS: (PANEL'N) TYPE LEAD CENTER 4,LB.2DO AMPS RATING TYPE LEAD CEO KM TUG AMPS RATING TYPE LEAD CENTER M)A BE AMPS RATING THE ELECTRICAL CONTRACTOR IS EXPECTED TO FURNISH ALL LABOR,MATERIAL ITEMS AND EQUIPMENT SERVICE QD/240 Y.3 e EIESTING PAKEL'A' MC 22 LA SERVICE¢0/240 Y.3 e E1uSONG PA1611 a IAC 10 NA SERVICE¢0/240 Y.3 r E10STING PANE C SC m NA (� € SHOWN OR INDICATED FOR A COMPLETE ELECTRICAL SYSTEM IN ACCORDANCE MATH THESE PLANS.THIS GENERALUGRENG SERA&SURFACE LOCATION SEEPIAH MDUNBN6 SURFACE LOCATION:SEE PIAN MDONRN6 SpRFALE LECATAIN SEE PLAN y " CONTRACTOR SHALL PROVIDE ALL THE REQUIREMENTS NECESSARY FOR THE EQUIPMENT TO BE PLACED IN ° PROPER WORKING ORDER IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAL OF MOR AREA 2101SLLFT. VA POLE TRP ERE COME REMARILV Q1. C[I. REMARILSCOU WHO TRIP POLE Y.A. VA POLE TRIP NIR CON REMAAE� CKT. CK(. REMAAEY C TRIP POLE YA YA POLETRIN YOAECON REMAR6 CKf. CKT. REMAALS NIKE TRIP POLE YA ��" �` CONSTRUCTION. 2101 SILFL x 3 re=6393 re M9'Cl 2 IBB 63 1 PAI(EI..B 1 2 RANGE SB 50 5UGU 2 SO &10 3/4° 1 2 SPARE I L5 614 VT GIINAL LIGH9NG I 2 CI • >.. z-CODES AND STANDARDS SMALL APPLIANCE 3 4 DRYER 3 4 SPARE [°) I 6 YW V2 MR LIGHTING 3 4 BATNAM•2LIGHIS %21CI * ,< €e ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE'NATIONAL ELECTRIC CODE',COMPLY MATH ALL LOCAL 2544 2 DO 93/4 PANELC 5 G CU 68 40 VT BAIIEUIGFI 5 6 BNRALUBIEIN6 6W IS [7 ['] 1 6 614 ENAALl16HTING 5 6 FANEYRDOM VT [°I * A CODES,RULES AND ORDINANCES;MEET ALL STANDARD REQUIREMENTS OL THE ELECTRIC UTILITY AND 7 B 7 B GNRALUBHia® #W g I [' ®D 7BTELEPHONE COMPANY;BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR AND IN FIRST CLASS ISOnx2 SUEDre WORKMAN-UKE MANNER MATERIAL SHALL BE NEW AND SHALL BEAR UNDERWRITERS LABELS WHERE WUXI LSDO a BB 0 ABU B 19 EATER HEATER 1500 UT WASHER 9 10 C] [ 1 IS 614 VTIBM UGHTING9 1APPLICABLE THE COMPLETE SYSTEM SHALL BE FULLY OPERATIVE. Q II ¢ 6tERAI.UGHIING 6N 6 PI 1448 1 20 ELECSHAUES 11 ¢ OOTODOALI (') •• EMMERTLGAO SPAS 13 SPAIN)3EPIB>P UZ 6YL 20 2 1940 13 14 C] SPARE 13 N SPARE 3.-PLANS AND SPECIFICATION& REFRIGERATOR NO re 15 IB UJ I8 LINING 100113 6 ['J 15 IB 1 SPARE THE ELECTRIC CONTRACTOR SHALL OBTAIN A COMPLETE SEE OF CONSTRUCTION DOCUMENTS SO THAT THE ARCHITECTURAL,STRUCTURAL,MECHANICAL AND PLUMBING REQUIREMENTS EFFECTING THIS WORK CAN BE OISHEASHER ®Ore IN SOETECIURS 614 15 SEE 1209 I I5 614 V2° 17 IS S.APDL 6¢ 20 ISEO FULLY REVIEWED AND INCLUDED. PuOLPINP IR 20 P 711 2 IDODO * 1a 20 OISHWASHFl( 6Q 1D I ®0 2-#2THWN * NRAIR;HCQ000SIDBERE-Ilsm E OISPu3AL --- 960 re 80AT PEEFSTAL ** NEN BRANCH C¢C0E5 4.-SITE'AW. RANGE --- BGOG re 300 I 20 6¢V2' PQUL LIGHTS 21 22 * Cl U2'IOICHEN LOGOS 21 22 U m CJ I-6 a THEN NEUTRAL IN P CDlOUE SEE NETE?7 end?8 PRIOR TO BIDDING OR SUBMITTING ANY PROPOSAL THE ELECTRIC CONTRACTOR SHALL VISIT THE JOB STE 3 u 1 20 6¢V2° GECK IIGHfS 23 24 RECFPTAQE VT 6Q 20 1 ISO 23 24 25 ® ■ _ WRYER 5455O0DDre SPARE 27 28 SPARE 2-63THNN * BUCK AND VERIFY ALL OF THE CONDITIONS UNDER WHICH THIS WORK WILL BE PERFORMED. NATER HEALER - 5.-BIDDING: MICROWAVE ¢pure 20 30 1.63 THNN NENBAL IN I VT DONEUIT THE ELECTRIC CONTRACTOR BIDDING SHALL INCLUDE A COPY OF THE CONTRACTOR'S CERTIFICATION AND/OR gICHEN EJUI FAB 8a4 re SEE NOTE 27 end 28 8 IN CALCULATION PANEL LICENSE.PROOF OF INSURANCE A LIST OF ALL ELECTRICAL COMPONENTS AND FIXTURES INCLUDED OR 2.63/9 THEN EXCLUDED,AND TOTAL COST OF THIS WORK. FROM PUMP I HP 1840 re 1-6 3/0 THEN NEUTRAL IN 2'CONDUIT 9 POBL PUMP I HP (FUTURE) [BE" PANEL B.-INSURANCE: SEE NOTE 27m1A28 8 WAD CALCULATION PAIaL°B°: THE CONTRACTOR STALL PROVIDE ALL REQUIRED INSURANCE FOR PROTECTION AGAINST PUBLIC LIABILITY PODL BLOWER 1101(FUNRE) M40 ILEAL LOAD: 3984 ,Y AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK.PROOF OF INSURANCE SHALL BE SUBMITTED TO FEEL UM HIUBE) BOBm DEMAND FACTOR: THE OWNER PRIOR TO COMMENCEMENT OF WORK. PAM 6ARAGEOPENEA 980re TDTALLUa- - 149YVre FlRSiIEDOOra@TDO% 3884re I.-FEES BDAT PEDESTAL (FUTME) DRUM re KUTMgral4U% Ore THE CONTRACTOR STALL PAY FOR ALL FEES,PERMITS,TESTING AND INSPECTIONS REMAND FACTO& B.-COORDINATION: DENANOFACTGIL SEW" FINSYIOumvjLg OB% nova SUBTOTAL THE CONTRACTOR SHRK MA ALL COORDINATE HIS WOW ALL TRADES IN ORDER TO AVOID INTERFERENCE WITH NF1E146% 4827re THE PROGRESS OF THE CONSTRUCTION OR CONFLICTS.THE CONTRACTOR SHALL COORDINATE HIS WOOL VATH FOE[HDOEraINDID% IDODOra A/C LEAD Ore CORRESPONDING UTILITY COMPANIES IN ORDER TO VERIFY THE POINTS OF CONNECTION,METER LOCATION, KM 149% 18578va MEDIAL EVC. 3984 re TOTAL ,9i-GUARANTEE: A/C LEAD MUM. Ore 3984/248°gAmpa THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIEaP FREE OF DEFECTS FOR A PERIOD A/C LEAD 11D0% OF NO LESS THAN ONE YEAR FROM THE DATE OF ACCEPTANCE CORRECTION OF DEFECTS SHALL BE M82Tre UNG FEEDER CONBBCTOR 3.68Hill M COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENTS OR REPAIR OF ANY OTHER A.NHEATERELEMENT PHASE OF INSTALLATION THAT MAY HAVE BEEN DAMAGED. COMP-1 02A(4.3 On 8600re KW/240°03 Ampa 10.-EQUIPMENT: POM HEATER#1 QUO EASTINGFEEDER CUNBIIDTOk 3.63THWNCU 03 CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL EQUIPMENT PRIOR TO ROUGH-IN.DO NOT SCALE ELECTRICAL DRAWINGS SEE MANUFACTURER'S REPRESENTAINE FOR ALL EQUIPMENT SPECIFICATIONS, 420re ui 93 REQUIREMENTS,TEMPLATES AND SYMBOLS NOT NOTED OR SCHEDULED ON THE PLANS. - V li 11.-CIRCUITS AND LOADS: 42179/249=178 Amps. •• 4p THE CIRCUIT NUMBERS SHOWN ON THE PLANS ARE USED TO CALCULATED CIRCUIT LOADING,BREAKERS ANDED THE S CONDITIONS OADTO MAS ODIFY FD CICPONI NUMBERING AND PROO D TIIR DIMMER TINTHE TO SUIT TIME OF EASIB(G SERVICE ENTRANCE CONDUCTUR,I SET OF B 62/0 THEN CU • • p•• • W JOB540 4 •• SMALL BE BALANCED ANEL SIZES SHALL BE VERIFIED BEFORE ORDERING. ALL PANELS DESIGN.ALL EQUIAND PHASES.WHEN REQUIRED THE CONTRACTOR SHALL LADJUSTQUPANEL SCHEDULE ••All• • • TO OBTAIN PROPER BALANCING OF ALL PHASES NOTE FOR FUTURE DECK: • • • I A 960.0• •• Y/ •f 12-EQUIPMENT IDENTIFICATION: 1:ALL ELECTRICAL WOK SW.L COMPLY WITH NEC ARTICLE 555. • W 91�..- EACH PANEL,DISCONNECT,GUTTER,OR OTHER ELECTRICALLY OPERATED EQUIPMENT SHALL BE IDENTIFIED BY *goes* N ,f A PERMANENTLY ATTACHED LABEL WITH A MINIMUM LETTERING HEIGHT OF 1/2'. 2-WIRING 3METHOD AT THE UWE DECK AND INSALUBION SHALL COMPLY WITH NEC •i•• •• m W 13.-CIRCUIT IDENTIFICATION: 0 6 • 9 BRANCH CIRCUIT IDENTIFICATION SHALL 9E PROVIDED ON A TYPEWRITTEN DIRECTORY PERMANENTLY AFFIXED 3,- =IN=Wpm AND EOIPYEIT SHALL BE GROLMED AS IPC 555.15 #000 •i • • TO THE INSIDE SURFACE OF THE ELECTRIC PANEL(S),OCOR(S). 4.-RECEPTACLES AND JUNCTION BOOS SI LLL BE MOUNT NOT L1S5 THAN 12 IN EASENG 000000 •f • •• I SET OF 3.63/0 THWN DO 81.60 ECAC 1Q 15-AC RACEWAYS: ASM DECK BY NEC555.iSNSACE AND NOT BELOW'ELECTRICAL OATUY PI/VP AS OFINED 3.63/0 THWN Co. 2'CONDUIT. • • • • RACEWAYS PLACED IN OR THROUGH CONCRETE SLABS QU UNDERGROUND SHALL BE SCHEDULE 40 PVC OR •• •• •• -� q^• •• BITUMEN COATED GALVANIZED RIGID STEEL(GRS). IN 2'METAL CONDUIT. p EMPTY CONDUITS: 5.- E POWER RECMAI2 PE SHALL COMPLY WITH NEC 555.19(A),AND NEC INSTALL PULL ALL A NYLON P •••••• PrJ a • UL O W 55.17(8).WINE CORD ADEQUATE STRENGTH ALL EMPTY CONDUITS OR CONDUITS TO BE USED • • • � � • IN THE FUTURE ElU50N0 EXSiA76 • • • Q • •9•• ••• • Z 17.-OUTLET BOXES: METER CAN ROUND. • • • •� - OUTLET BOXES SHALL BE METALLIC OR PVC AND SHALL CONFORM TO N.EM.A.STANDARDS. CL-2011 TRANSFER E10SHNG • • • • •• SN1TCH •• • •• • • 111.-DISCONNECTS: Pte'°A° E059ND Lb811NG • • DISCONNECT SWITCHESSTALL BE HORSEPOWER RATED,HEAVY DUTY,OUICK-MAKE QUICK-BREAK AND MID •• • N.EM.A.I OR 3R ENCLOSURE O 2110ARATING PANEL°B' PANEL 19.-RECEPTACLES AND SWITCHES PLKA MLU Mw LIGHT SWITCHES AND RECEPTACLES SHALL BE COMMERCIAL GRADE WITH A MINIMUM 20 AMPERE SERVICEIUDARATEIG RDARATING RATING.THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF SPECIALTY RECEPTACLES WITH THE 1a ID LA MID, CORRESPONDING EQUIPMENT MANUFACTURER'S REPRESENTATIVE 20.-RECEPTACLES MOUNTING: IH IB 0115[pig ELECTRICAL RECEPTACLES SHALL BE MOUNTED AT 12'TO CENTERLINE ABOVE FINISHED FLOOR UNLESS 3-631HNN PTI SPECIFIED OTHERWIS:.SE FLOOR PLAN OR ELECTRIC PLAN FOR ALTERNATE MOUNTING HEIGHTS.SEE OWNER IN 11/1°CONDOM ICL 111 OR EQUIPMENT SUPPLIER FOR ALL EQUIPMENT MH AND LOCATIONS WHEN UNSPECIFIED ON ELECTRICAL PLANS 21.-SWITCH MOUNTING: Planning[Hoard SWITCHES STALL BE INSTALLED WITH CNTERUNE OF PLATE AT 48'ABOVE FINISHED FLOOR AND 6'FROM EDGE OF ADJACENT DOOR CASING OR END OF WALL 11-17-2014 FXISENG f ®caubws 06'a 22-FIXTURES: 3-6fiTHTYNCII THE CONTRACTOR SHALL FURNISH AND INSTALL ALL FIXTURE AND LAMPS AS CALLED FOR ON THE PLANS INPCUNDOE OR AS SELECTED BY OTHERS. 23.-DRIVEN GRONNOS GROUNDING ELECTRODE ROTS SHALL BE 5/8'GALVANIZED STEEL 10'-0'LONG DRIVEN A MINIMUM OF MH'-0' OITERa0N0ING INTO EARTH.THE GROUNDING ELECTRODES SHALL BE SPACED A MINIMUM OF 6'-O'APART. GROUNDING BAR no SERVICE LATERAL FOR CATV.PHONE 24.-COLD WATER GROUND: THE ELECTRICAL SYSTEM SHALL HAVE A MINIMUM 3/4'COLD WATER GROUND PPE BONDED TO THE DRIVEN GROUNDING ELECTRODES vim\ 25.-H.VIA.C.SYSTEMS 162/0 DO DEC POWER AND CONTROL WIRING FOR THE H.V.AC.WORK SHALL BE INSTALLED UNDER THE SUPERVISON OF THE H.V.A.C.CONTRACTOR.MIRING DIAGRAMS,MOTOR STARTERS.THERMOSTATS SHALL BE PROVIDED BY THE H.V.AG CONTRACTOR. 26.-GROUNDING: &NP THE ELECTRICAL SYSTEMA SHALL BE COMPLETELY AND EFFECTIVELY GROUNDED,PROVIDE ELECTRICAL #GROUNDINGNG AS PER THE l - T ORCUIT 2.5/8°xarNCH CIRCUIT WIN PROTECMCN: IYAPARTM�wM EXISTING ELECTRICAL RISER DIAGRAM AFCI PROTECTION W ALL BRANCH CIRCUITS THAT SUPPLY OUTLETS LOCATED W ALL HABITABLE ROOMS(FAMILY WONG ROOM LA1NG ROOM.BEDROOMS,HALLWAY AREAS).ACCORDING WTH THIS PLAN TO COMPLYNTH NEC ELEUMICAL0.12NOTES& MPERPROOF RECEPTASIDEELECTRICAL RE F_ MCUumONS TH T I ON THE EASIO F A SHALL HE NIT ECEPTAC RECEPTACLES AS PER NEC ALL 408.11.NEC 408.118H THAT W ALL AREAS a A DWEWNG UNIT RECEPTACLES AS PER NEC 210.82 STALL BE US1ED 0RESSTANT RECEPTACLESLUIONAPoES ro COMPLY WIN ARTICLE 104 FBC PRIIVIDWG ED x LAMPS ENERGY EFFICIENT$. 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Edward A .. .........4 "Ale 39 CONSULTING iEN'GNE .t. �, ..�I�r�'-�C�V�.-° � . .i.��.GG G✓ �� .; ;�••, �.�7 �.T441'T.i•�t.::.� J. �Z!L� G ............. Vn ........ ... ......... ............. .......... ....... ... ..... ........... v : ..-- ....:.:... ... : .. d �� /=:�.� W=: 3•Sri 73v IS' . 75016. . 8 Ls��r _ Cvf� X0.4- ►2; st �Ps` 7• Z S-MAT" . .Us accAD P.E. #038398 d wa rd A. ��..�y� 'it (305)823-3938 CONSULTING ENGINEERS co 123 -rS� .� ,. ... • _ f s W' -73, i s ... `, r ... Z rl . ...... ................... 3,7 cg 13 Ar � r 7ZS'� z - 7 3 •� Sx .. .. .. .. y ... .. ... :... . .,.. .. .. .. ,. ZSR # C � s � 25' S.�` ��'S 3 r( TA C.e (r. cQ0 if-� . ... .:... .. ...... .. . P.E. #038393 F_d wa rd A. Al LANDERS, POL (305)823-3938 � --�-- ONSULTING ENGINEERS .... .. .. ... _ � b3 - .. 00. ... Ao-gr 00.0 3xro`S S Wl v ; 40 s t� l�Ro ,.: .. :.:..:. ..:: �� ' - - 1-� P.E. #038398 Edward A. �---- -�' `� 1ANDERS, PoEs (305)823-3938 C� ---- CONSULTING ENGINEERS •. .?[., ... d 0 i ... .... r tea• . w •• •. ,.N .. • PT .... ........:....:....::.....:. d P.E. #038398 dward A. UNDERS, Me (305)823-3938 C��S CONSULTING ENGINEERS Plated Truss ConaectorS ♦ • ••• • • • w.• •• • •. • •• •• HANGERSFACE MOUNT • • Aft -These products are available with additional corrosion protection.Additional products on PIF These products are approved for installation with the Strong-Drive® this page may also be available with this option,check with Simpson Strong-Tie for details. SO Gr.rrnectoitiew.,R,0page 21%r m jrs liformala. ••• Min. Dimensions Fasteners OF/SPAUesr+bfe too" '•' VF/HFA&y&bl%41ds . . '.' Model _ -- r COde No. Heel Ga Carrying Carried Uplift' Floor Snow Roof Wind ` Uplift' . Floor Snow Roof Wind Ret Height W H B Member Memher (160) (100) (115) (125) (160) (160),,,(100)� (115) x(125) (160) • DOUBLE 2x SIZES 00 i•i i i i i i• •• LUS24 2 2'/n 18 3'6 31/e 2 4164 2164 440 800 910 S c = 384•• 6:0 ; '1$0' :81V •V7Q 17,F6,L17 tUS26-2 4%e 18 3'/ 4'/e '2 4-16d 4-16d 1165 10301180 t280 1625 1000 880 1010 1096 1385 HHUS26-2 4%6 14 35/a 51 3 14-16d 6-16d 1550 2785 1 3155 3495 4265 1335 2390 2710 2925 3665 --�—� - - -- 17,L17,F23 HGUS26-2 49/e 12 V16 5'/6 4 20-16d 8-16d 2155 4355 ! 4875 '830 g 5575 1855 3750 4200 4500 4795 LUS28-2 0e 18 3'/a 7 2 6-16d 4-16d 1165 1315 1500 16-25 2060 1000 1125 1285 1390 1765 17 F6,L17 HHUS28-2 6%e 14 3%e T/ 3 22-16d 8-16d 2000 4210 4770 5140 6440 1720 3615 4095 4415 5375 HGUS28-2 6%e 12 3%6 7%e 4 36-16d 12-16d 3235 7460 7460 7460 7460 2785 6415 6415 6415 6415 17,L17,F23 LUS210-2 67% 18 3'/e 9 2 8-16d 6-16d 1746 1830 2090 2265 } 2870 j 1500 1565 1785 1935 2455 17,F6,L17 HHUS210-2 83% 14 3%6 8% 3 30-16d 10-16d' 4000 5635 6380 6880 7165 3525 4835 5270 5380 5765 17,L17,F23 HGUS210-2 89/e 12 3%6 ,9%6 4 46-16d 16-16d 4095 9100 900 j 9104 9100 3525 7465 7730 7825 7825 TRIPLE 2x SIZES HGUS26-3 49/1a 12 4'%e 51A 4 20-16d 8-16d 2155 4355 j 4875 '5230 5575 1855 3750 4200 4500 4795 HGUS28-3 6'%e. 12 41%e 7'/, 4 36-16d 12-16d 3235 7460 7460 7460 7460 2785 6415 6415 6415 6415 HGUS210 3 819/,6 12 415/16 9'/, 4 46-16d 16-16d' 4095 9100 9100 i. 9100 ' 9100 3525 7825 7825 7825 7825 17,L17,F23 HGUS212-3 10% 12 4'%e 101/4 4 56-16d 20-16d 5045 9600 9600 9600 9600 4335 8255 8255 8255 8255 HGUS214-3 12% 12 4'%e 12%4 4 66-16d 22-16d 5515 10100 10100 1 10100 10100 4745 8685 8685 8685 8685 QUADRUPLE 2x SIZES HGUS26-4 51/2 12 6%6 5'/16 1 4 20-16d 8-16d 2155 4355 4875 j 5230 , 5575 1855 3750 4200 4500 4795 HGUS28-4 7'/ 12 6%s 79/e 4 36-16d 12-16d 3235 7460 7460 7_460 7460 2785 6415 6415 6415 6415 HGUS210.4 9'/e 12 61A6 9%5 4 46-16d 16-16d 4095 9100 9100 9100 9100 3525 7825 7825 7825 7825 17,L17,F23 HGUS212-4 10% 12 6%e 105/0 4 56-16d 20-16d 5045 9600 9600 9600 i 9600 Y 4335 8255 8255 8255 8255 HGUS214-4 12% 12 66/16 12% 4 66-16d 22-16d 5515 10100 113100 10100 10100. 4745 8685 8685 8685 8685 0 4x SIZES h LUS46 49/e 18 3516 4% 2 4-16d 4-16d 1165 1030 1180 1280 1625 1000 880 1010 1090 1385 17,F6,L17 HGUS46 4'/16 12 3% 4'/16 4 20-16d 8-16d 2155 4355 4875 5230 5575 1855 3750 4200 4500 4795 17,L17,F23 HHUS46 4%e 14 3% 5%e 3 14-16d 6-16d 1550 2790 3160 ', 3410 4265 1335 2390 2710 2925 3665 LUS48 4% 18 3%6 6% '2 6'-i6d"-_4-1 d 1165 1315 1500 1625 2060 1000 1125 1285 1390 1765 17 F6,L17 HUS48 BYa 14 3%1e 7 2 '6-16d 6-16d=; 1550 1595 1815 1960 2470 550 1365 1555 1680 2115 HHUS48 6'/z 14 3% `71/e 3 22-16d 8-16d 2000 4215 4770 5150 6440' 1720 3615 4095 4415 5535 17,L17,F23 z HGUS48 6'/e 12 3% 7'/5 4 36-16d 1216d 3235 7460 7460 7460 7460- 2785 6415 6415 6415 6415 LUS410 6'/, 18 3%6 8-, 2 8-16d 6-16d 1 1745 1830 2090 1 2265 2870 1500 1565 1785 1935 2455 17 F6,L17 HHUS410 8% 14 3% 9 3 30-16d 10-16d 3745 5640 6385 1 6890 j 7165 3440 4835 5480 5910 6165 HGUS410 87a 12 3% 9% 4 46-16d 16-16d 4095 9100 9100 9100 9100 3525 7825 7825 7825 7825 17,L17,F23 a HGUS412- 10% 12 3% 1034e 4 56-16d 20-16d 5045 9600 9600 9600 9600> 4335 8255 8255 8255 8255` 17,L17 v HGUS414 11'/s 12 22-16d 5515 10100 10100 10100 10100 4745 8685 8685 8685 8685 1.Uplift loads have been increased 60%for wind or earthquake loading with no further ANSI/TPI 1-2007.Simpson Strong-Tie®Connector Selector'"'Software Includes Increase allowed.For normal loading applications such as cantilever construction the evaluation of cross-grain tension in Its hanger allowable loads.For additional refer to Simpson Strong-Tie®Connector Selector'software or conservatively information,contact Simpson Strong-Tie. divide the uplift load by 1.6. 5.Loads shown are based on minimum of 2-ply 2x carrying member.With 3x carrying 2.Wind(160)is a download rating. members,use 16dx2W nails into the header and 16d commons into the joist with no r 3.Minimum heel height shown is required to achieve full table loads.For less than load reduction.With single 2x.carrying members,use 10dx11/z'nails into the-header minimum heel height,see technical bulletin T-REDHEEL. and 10d commons into the joist,and reduce the load to 0.64 of the table value. ( � 4.Truss chord cross-grain tension may limit allowable loads in accordance with 6.NAILS:16d=0.162°dia.x 3'1N long.See page 22-23 for other nail sizes and information. f. 1, , c 147 AD Z : : tLp 1 •• • • , r ... 1 • • ••v .. ....a.....,.. ..•... ,. .. X ... a �! — T Wei w9i) 3,05 } ' � tires ,xvA.•...W+•Y ..s.... ..} ..•Wy .0.. Jr, v.. .!� .. _. ....... .. ..e..... .. . .r .-...x%h. ware aa♦.,.w•:.M::a.•.v .. . .� ��/6 .. pr .� .. ..,/ :.. J, r.x..�,.w..r••..hx v4 M v r .r. ..Fv•.e.W.w ,r x M• : r.. v wy �... .: /ciyb'�'�, :... .:�.4•�1��:�r,�wx�.•x ::. .. •vr Y. ........,�wa..,:a.�,,�-.. e j` i i ..v .......4..... 5........r... ..>.. .. .. .. ,. AP �:'41A♦'H5 i •v w•[, —— 1 �.. ` ..r .. •M .: �, .. ....n.. r.�♦.... ..i w, .o..r.•.vi..r.r..,c...•.w.. ..r r- Z-0 IA .. ...... Op .Op, #03839,8 14 9 ( 571 CL WITI-An 10t, . Edward' LANDERS[ PsEl (345)823.3938 _ CO'NSaRTIN'C -EN-GI'NEEO ...... ....... .................... 000 0 .0 p go F 0 00 00 0 0 0 0 00; f- N6. f C4 r- 41 L C- Z) ............. ....... .......V... ..........j..... ii ............. ..... ..... ...... 6T6 4Z 07 P.E. -4038398 E cJ wa r<:j A. LAND-ER P.El (3 05)8 23-3 93 8 � �s C"CONSULTING ENGINEERS ............. .... ..... ...... .. ................... .... ...... .. .................... ...... 5b:** .. ........ ....... .... 0 - go* 0 0• 0. •0 Of• 0 .......... .... ............... ............ .... ...... .... ........ n. . .. ... ............ ..... .......... ... ..... .. 7`1 ....... Edward A. P.E. #038398 LANDERsr Pi a (305)823-3938 CONSULTING ENGINEERS a:n 4oring Systems = 'YWik Solt ll Ex • ' ' ' passion Anchor � . ... • • • • . . . - 0000 4.3.3 Influence of Anchor S •0 .. pacing and Edge Distance f,,f • • • • •. R (Itiriitnunr.emfleckn�Rt1•• •- .0 ••- ' • ••• Load Adjusfrrtent Factors(Anchor Spacing)_fk Lead__A:fastmen(Factors(Edge Distance)KR• •• •• 0 Tensife/Shear . ._. (?' Tensile &kShearl Spacing Anchot Diameter Edge s Distance Anchor Diameter . *cbdr.Dl1Aw1ar.•• .•' in. (mm) 'h : c • 000 0 0 0 .. 0 !. /< 1 in.(mm) '!� % '/z �(. '!, 1 .'k• :/z: y�• I/,: 2/... .1.' T'/. 29 .70 1 y. 29 .80 1$/9 41 ..83 70 2 1sk 41 .97 .8Q 51 .93 77 50 2114 57 1.0 .82 ..7Q 2y, 5T 1.0 .2'/z 64 .86 73 2i/z 64 905 .8Q 67 2'/a 70 .91 .77 70 84 .74 51 311, 83 11.0 83 2% 70 89 80 _81 56 .80 96 3'!, 95 .90 .8i .75 � ' 3'/, 95 .67 41h 114 1.089 .82 .70 . z 114 1.0 .95 86 1.0 .77 .56 1�7 95 .86 .73 5 127 1_Q 95 .80 92 .67 _54 /= 5' 140 1.0 91 .77 5'/z 140 1.0 84 1.0 .74 61 .51 6 152 95 .80 6 152 •89 .81 67 .56 6'/z 165 1.0 .83 6'/z 165 .93 .89 73 61 7. 178 .87 7 178 •98 .97 -19 -67 8 . 203 .93 8 203 1-0 1.0 .85 .72 -52 9 229 1-0 9 229 .97 .82 _59 10 254 1.0 .92 67 T2 305 1.0 _74 14 (356) I89 1.0 0.3 h +0.40 fA„=0.4hC +0:40 fay-0.333 - = for GQ>c>c for ca>c>c,,,;. Influence of Anchor Spacing and Edge Distance t=,t;,(h -standard embedment) LoadAdjtufntent Facims(Anchor dog)f Tensfan/Shear Load Adjustment Factors(Edge Distance) f„ Tension f10, Shear f,-,- Distance Spacing Anchor Diameter "` Edge Anchor Diameter � s Distance Anchor Diameter in. (mm) ,!� s c (mm)• '! '/i '%z s/f �/( 1 '/,z 51 Rn 2 51 .70 59 2y< 57 .85 2'/z 64 78 70 2'/z 64 90 $0 67 - 2sh 70 Si 73 2'14 70 .95 84. 74 .51 .56"' 92 96 67 1:0. :_83_ 1.0 47z 114 f.0' .94 ;-.79 .77 .56.74. >- 4'/i 114 . .78 .72 f 5 127 97 9 .82 .92 .67 _54 5'!z T40 .87 _81 •.75 �'°� 5'/z 140 6 1 2 91 _85 :78 :70 6 152 95 .86 Sf 67 56 611z 165 .96 _8.9 .81 -73 6'!z 165 1 ;91 .80 .89 .73 --61- 7 178 1.0 .93 84 . 83 75 7 178 95 .97 79 67 8 203 1.0 .87 :80. 8 203 9 229 .93 97 229 g7- 82 .59 1.0 254 1.0 .90 10 254 1-0 1.0 .92 .67 ' 12 305 1.0 12 305 .1.0 -74 A 356 14 356 .89 46 406 15 406 1.0 18 (457) 18 (457) s f"=0.3 h oa +0.40 f.=Q.4 c ...+0.40c h. for sp>s>s for ca ,; >c>ca , f�=0.333 h 0 for ca>c>c�;, .. oqoring Systems .. .. . . . .. .. . :c4riC f3oit It Expansion Anchor ' • • • . . ... . . . . ... 4.3.3 Carbon Carbon Steel Kwik Bolt 11 Allowable Loads In Concrete ; ; ; •; . . .. . . . . . . .. Anchor Embedment .2000 psi-(13.8 MPa) 3000.psi(20:7'Wa) 4000.psi(21.8,tVlPa) '':b1700_jlsfi(41.4 MPa) Qiameter Depth Tension Shear Tension Shear Tension Shear Tension Shear in. (mm) in. (mm) dff (kA[) Ib (kEf) 16 (kid[) Ib (W) .�(I�FI)� •t� lb (W) 1'/9 270 430 330 430 688 0 0489 478 : 430 (29) (12) (1.9) (1.5) (1.9) ••r1. .�(1�9): .• ( {) {1.9} - t�i 2' 560 590 (6-4) (51) (2.5) 530 (2.6 630 , ) 53D (28) _ 530 67D 530 3'/.` 670 (2.4) 670 (2.4) 670 (14) (3.0) (2.4) (95) (3.0) (3-0) (3.0) 11/' 530 990 650 1040 750 1100 850 1100 (41) "(2-4)- (4.4) (2.9) (4.6) (3.3) (4-9) (3:8). 3'8 2'/2t 1200 1290 1370" (9:5) (64) (5-3) :4470 (5.7) 1470 (6.1) 1470 1550 1470 1330 (6.5) 1390 (6.5) 1440 (6.5) 16.91 (6.5) (108) (5.9) (6-2) (6.4) 21/4 1170 - -1940 - 1310 1970 1450 1970 1730 - 1970 (57) (5.21 (8.6) (5-8) 372* (6-4) ($_8) (7.7) (8.8) 3Yz" T870 ?-1362400 (127) (89) (8.3) 2450 (9.5) 2450, (10.7) 2450 2800 2450 6K 20,80- (10.9) 2310 (10.9) 2530 (10.9) (12.5) (10.9) (152) (9.3) (10:3) _ (11-3) 2.'/4 1600 3070 1870 3070 2130 3070 2670 3070 (70) (7-1) (13.7)" (8.3) (13.7) (9.5) (13.7) 4" 241)(1 2850 3290 (102) (10-7) 3840 (12.7) 3840 (14.6) 3840 4190" 3840 7** 3200 (1T 1) 3470 (178) (14.2) (15.4) (i6.6j 31/< 1970 4140 2320 4140 Z6T0 4140 3200 4140 (0) x(8.8) {18.4) 1/4 43/4`"* 2930 413A 4800 •'5870 (19.11 (1211 (i3.0j 5120 (18.4) 5120 (21 A) 5120 (26.1) 51.20 8" 4000 (22.8) 4930 (22.$) 5870 (22-8) 6320 (22.8) (203) (17.8) (21.9) (26.1) (28.1) 4'/z 3331 7070 4M 7600 4670" 8140 "5070 (114) (14.8) (31.4) (18-0) (33,8) (20.8) (362) (22.6) 1 6 4930 6000 7070 8406 9200 (25.4) (1'52) (21.9) 9200 (26.7) 9200 (31.4) 9200' (37.4) (40.9),' 9 6670 (40.9) 7670 (40.9) 8670 (40.9). 10670 (229) (29.7) (34 ij' (38.6) .(47-5) ' Values shown are for •_ Y acting Sty ThmcGh 17ie 1hr Values-slare for St ar Th The Butt a she ar plane the anchor a shear plane acting rough through the anchor bolt body_When the - ..p bolt body.When the shear plane is acting _ shear (ane i «►P 9 anchor p s acting thrncl h the through the anchor �' =` `•`� � boft threads, reduce taoft threads, reduce the shear values by the shear value b Ail other values shown are.tor shearplane acting through either body or threads_ 114 TABLE 8.4 (Continued) Design values in pounds per square inch(psi) i Tension Shear Compression compression Modulus parWlel parallel perpendicular parallel of Speole5 And Size Bending to grain to grain tw rain to rain Grading a commercial grade classification Fo F F g 9 Elasticity Rules F, 'FGt Fe E Agency Non-Dense Set"Steucturaf 1850 950 90 480 1750 No.i Dense i 2"-4"thick 1450 775 90 1,700,000 No.1 1300 725 90 680 1756 11800,000 No.1 Non-tense 10°wide 1200 565 1600 1,700,000 650 90 480 1500 1,600,tYJ0 No.2 Dense 1200 625 No.2 90 660 1650 11700,000 Nm.2 Non-Dense 1050 575 90 565 1500 7,600,000 No.3 950 550 90 480 1400 1,400,000 fi00 325 90 565 850 1,400,000 Dense Select Structural 2050 1100 Select Structural 90 660 1950 1,900,000 Non-Dense Select Structural 1900 1050 90 565 1800 1750 900 90 1,800,000 No.1 Dense 2"•4"thick 1350 480 1700 1,700,000 •••• No.1 725 90 660 1700 1,600,000 • • • 1250 675 90 S6S 1600 •••• •••.•• No.1 Non-Dense 12"wide 1150 1,700,000 • • • • NO2 Dense 600 90 480 1500 t,600,000 •• • •••• • 1150 575 g0 • • • • No.2 660 1600 1,700,000 •s•••• •• • •s••s• No 2 Non-Dense 975 550 90 565 1450 1,600,000 ••.. • s t 900 525 90 480 1350 1,40; 0575 ... 325 90 565 ••• • ;' •• •(Dry service conditions—19%or less moisture • •• ••••• tructural 86 �w J p�/� x ;IM�)G-4-ftk7 •175V -- •••• • • •• ••••• 6"!Cture172 155 660 2000 11808,000 •••• • ••.•s• •.•••• 2200 1450 SOUTHERN 2' wider 1 - 130 660 1650 1;800,000 SPIf3••• • s • 1500 • 1 • • • • (Wet serViice conditions) • • • • •••••• Dense Structura186 s••••• - thick 21:00 1400 • • . . Dense St uctural 72 145 440 1300 1,600,000 ' •••••• Dense tt 1760 1200 X20 44l) •• • •••• • • 5 uctura165 2•119"8 wider 1600 1100 1,800,000 SPIE • 1050 i 10 440 1000 •• • -- 1.800,000 %'F'PA tlnrrnrrk `=FPA , Washington, DC, 199!1. Dense Ss Y .m r W$trtrclurat 3050 1650 100 660 2250 1,900,000 Set"Structural 2850 1660 100 565 2106 1,80Q,000 l Non-Dense Select Structural 2650 1350 1 DO 480 1950 1,700,000 No.1 Dense 2000 1100 100 660 2000 1,860,006 No.1 2"4"thick 1850 1050 100 565 1850 1,700,000 No.1 Non-Dense 1700 900 100 480 1700 1,600,ODO No.2 Dense 2"-4"wide 1700 875 90 660 1850 1,700,004 No.2 1500 825 90 565 1650 1,600,000 No.2 Non-Dense 1350 775 90 480 1600 1,400;000 No.3 850 .475 90 565 975 1,4001000 Stud 875 500 90 565 975 1,4001000 Construction 2"-4'thick 1100 I 525 100 565 1800 1,5001000 Standard 625 350 90 565 1500 1,300;000 Utility 4"wide 300 175 90 565 975 1,300,000 Dense Select Structural 2700 1560 90 660 2150 1,90000 j Select Structural 2550 1400 90 565 2000 1,800,000 I Non-Dense:Select Structural 2350 1200 90 480 1850 1,760,600 No.1 Dense 1750 950 90 660 1900 1,800.000 N0.1 2`-41hick 1650 900 90 565 1750 1,700,000 No.1 Non-Dense 1500 800 90 466 1600 1,600,000 No.2 Dense 5"-6"wide 1450 775 90 660 1750 1,700,000 •••• No.2 1250 725 90 565 1600 1,600,000 • • '•••.` ,,•,,, • • . , No.2 Non-Dense 1150 675 90 480 1500 1,400,000 •, 0000 • No.3 750 425 90 565 925 1,400,000 s • I1000 •• • ..••.•Stud _.... $_ 425 90 585 925 1,400,©b� , Dense Select Structural 2450 1350 90 660 2050 1,900,000 SPIS •'•'•` • • • Select Structural 2300 1300 90 565 1900 1,80D,000 ••s• •• • • • Non-Dense Select Structural 2100 1160 90 480 1750 1,700,000 '••.e• ; '• .s••• No.1 Dense 2'•4"chick 16550 875 90 660 1800 11800,000 •s..s• • •• ••i••` No.1 1500 825 90 565 1650 1'166,666 • • • • No.1 iNon-Dense 6"wide 1360 725 90 480 1550 1,600,000 ss 11, .. ••.. •ss•s• No.2 Dense 1400 675 90 660 1700 1,700,000 •••••• • • • s • • • No.2 1200 650 I 90 565 1550 1,600,000 • • e • •�•••• No.P Non-Dense 1100 600 90 480 1450 1,400,DOO ••••• • No.3 700 400 90 565 8751 1,400,000 i e`• • •••••• Dense Selaot5ti3ietural 2150 1200 '.90 660 2000 1,900,000 ,i '` ' .•';•, • ' Select.Structural 2050 1100 :90 565 1850 1'.,800,000 � •• • ................. .... ................ .......... ........... ....................... .............. .... ........... ....... ............ ....................... .......... .............................. . . . .. ............ .......... 0*010 0 4i ....... ... ................. . .. ........ ............... .................. ....... ........ ...... .. ... .... ......... ................. .... .... ........... fi .... • ............ ... ...... ...... ......... ............. ...................... .......... ......... ............ ................. &Z . ................... ... ....... ........ ........ ........... ............ ....... ........ .......... W.4 ................. . . ....... ...... ..........:................... 444 W.. I.......... ........ ................ .......... ....... ............. 0 .0 04, -0 q . .......... ................... ......... ................ ......... . ........... .............................. .......... ... .......... ...... ..... ......... ............ ............. ......... ........... ...... ......... ....... ................. ................... .......... .................. .........,:.........4 ...... .......... . ...... ........ ........ ......... ;.......................... .. .... ....:....i:........J. 4, .........;.................. .............. ................ ... ......... . ......... ....... ......... ......... ........ ....... .......... .................. ...... ..... ... .......... ................ ... ........ .... ... . ......... .. .... ..... ...................... ............. ........... ....... ........ ........... ............. ................. ......... ... ....... ... .......... .......................... ......... ......................... .............. .............. ................. .................. ......... .................. . ... ........ .............. ............ ....... .... ......................... ....... ........ ....... ...... 11...........I ................. ........................ ... ......... .......... ..... ...................... . ........ ........ I........ ..... .............. ........... ..... .... ... ...... .. .......... ........ ............... ....... .................... . , ----: I.. ...:...................I ........... .................. ................... ... .............. .......... .......... ............ . .......... ......... .... ............. .. . .. ........... ....... ....... ....... .................. ....... ... .... ........... iW 00, ON PAL,#013 I. -I L-0 417 7 Edward. A. All Chu( L 182 -9 11A.5, -3-3 At CONSULTING ENGINEERS. APPROVED BY QATI� ZONING DEPT ' 0 7,UN29 I'll BLDG DEPT OA UN 2 9 2016 AICT TO CO APL'IANCE WITH ALAFR"AL y y .-%,TATE AND COUNTY RULES AND RFGULATinNS Bra erty 45 V_cation - Miatni-D-a-de- County jPj'", 1 ".F 1 Page I of 1 4"_ • A WE Li % 0"' � THmmE PR-OPt"m*RTY APn'kRA1bER *OFF-.-i2u0% E UF • • 00.00• ; 00 0000 9000 Summary Report 00000 a Generated On : 10/1/2015 Property Information Folio: 11-2232-028-0060 F Property Address: 1050 NE 105 ST 4" Owner PHILIPPE G ALWARD 44 Mailing Address 1050 NE 105 ST MIAMI SHORES , FL 33138 Primary Zone 1100 SGL FAMILY-2301-2500 SQ 0101 RESIDENTIAL-SINGLE Primary Land Use FAMILY: I UNIT Beds I Baths I Half 3/3/0 Imago Floors I Living Units I Actual Area 2,738 Sq.Ft Living Area 2,125 Sq.FtN1,44 Adjusted Area 2,431 Sq.Ft Lot Size 11,250 Sq.Ft Taxable Value Information Year Built 1953 20151 2014 2013 Assessment Information County — Exemption Value 1 $0 $0 $0 Year 2015 2014 2013 Land Value $309,172 $309,172 $281,426 Taxable Value $506,936 $502,571 I459.044 - School Board Building Value $196,911 $192,535 $192,635 Exemption Value $01 $01 $0 XF Value $853 $864 $875 Taxable Value $506,936� $502,5711 $474,836 Market Value $506,936 $502,571 $474,8361 City Assessed Value 1 $506,936 1 $502,571 $459,044 Exemption Value $0 $0 $0 Benefits Information Taxable Value $506,936 $602,571 $459,044 Benefit Type 20151 20141 2013 Regional Exemption Value $0 $0 $0 Non-Homestead Cap Assessment Reduction $15,792 Taxable Value $506,936 $502,571 $459,044 Note: Not all benefits are applicable to all Taxable Values(i.e. County, School Board, City, Regional). Sales Information Short Legal Description Previous Price OR Book- Qualification Description MIAMI SHORES ESTATES PB 47-58 Sale Page LOT 6 BLK 1 12/20/2013 $663,600 28990-2699 Qual by exam of deed .LOT SIZE 75.000 X 150 05/04/2009 $100 26930-4132 Trustees in bankruptcy, executors or I I guardians 10/22/2008 1 $101 26621-2529 Qual by exam of deed The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp:/Ay".miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 10/1/2015 t' Binges '•:•,' : .". - htq)://www.bing.com/mapspreview •••••• •••• •• •• p �. .a*:Na bing cps ...... • • � • •.••i w eyCF' _ d$�•@yrs Bey • � NE S4�sih St •• :..• • •• NE 145th St ••.••• •••• • • Nt143rdSt r �d E •.• `�p C11tiC'.AYFd� � � - � 9h z'; �� Ntr,N4,aR:CtS A � 3 D F7 w 13701 St r ' = (9es) pa t®Cka 61yd $ auYrce R ry 6W NE�91G NE 935th St NW 13Sih St I � "ArtYa CrauD tqt 4 a (MEh MKS S,® C 1 iRG)i%eeaoara 4"i � atrrwa�o aq�,t.{tQ � -- � � r � m pry trim u >. as Usti, O 13 n Miam � - (9221 NE 123rd%t apt 1a44'!6 Gri;iJid �auxroy r'' ^ 91 EStHY11, 1 Nw 119th StUV�AVW PAP 7 M Fuld 115th St NE 114th 51 t� Ni 113th St , r NE It"St c Indian C m a 3 a ® NE UMt,St N s w 1t19rth St I �� Ff€SOT(n 51 r ae NE 105th St , >�x 4 �91I� NE 1034st " - 1050.NE 105E St, Miamk Ft 33138 .3 ! rNj �(A V {t a 110 a { +14nd NE fah St r rs tr i f -Yt . NE 92nd St � �s �� r �A < a Alum P6R:RE.fi�! NE 99111 St ' 1.t�Rfl T C,' R1Sham Gw A1 NW Sltiv 5t C";.a 7 uW a aid St ' g c9,; 71st St LitIU.RNERNEkndSt > � NE 79th St Ncii4��at ' taha FYtr�a�y Caatc� W'79th St Y a3a� 2n "v old® T -v; 6Q�AS1JPff lslmt>d N 71h St i-. � @atfLe C7 ys &6 .;, P NW 73�d Si €4Ltt n.tt Ot. , F - NE list St r DAY'*f ; A s yp s .��9A,,..�+ d 1 yr t t+. NW 6u2?td St NE 62M St NE 610 St u 1 hrl.'..r,i•, Pert , .Q I .aw Nw 581h St rt�jtard�N�*t��E ' ` � _�8��fe�a, �_,$641in• Nw i*h Sr FNS WIN st NE 54th St NE Und St Philippe Alluard 1050 NE 105 Street Miami Shores, Florida 33138 1 of 2 10/1/2015 3:55 PM PREPARED BY: „® s °i' ,u tasmst+ P Nc,usmv trc,awns^ rat,,. •+ 7� cpba$ .. - X y S _ NC 1080Si LII 3 C1' :19 00 • 9•:6and;Sm Veyors, Inc. • . . -Nnw 0000••. xc,amm u a — • www.exactaland.com . . :::;roll Free866-735-1916 F _ e ..... .. . ... NE,Lmnst ,rcl �,wm� r- 4 s • • • •• 0000 ••••; PROPERTY AQPjj€ .S: 1050 NE 105TH STREET MIAMI SHORES, FLORIDA 33138 SURVEY NUMBER: 1411.1348-02 • Fbb AORK•OAS 1/2016 REVISION DATE(S):(REV.2 2/3/2016) (REV.2 2/3/2016) (REVA 2/3/2016) ...... ••M .134 • MWDARYSURI/EY u MIAMI-DADECOUNTY g N.E l 06TH,STREET(PER PLAT LL' FNS.N NO 71,Af N 43'E 75.111( ( SLIMED) _ J RW N9� O° E 75.00' ( ) L2 N I/2N FIRC / //�� 1/2N FIR 1I2 FIP NO ID T �' NO ID NO ID LOT Q NE.CORNER OF LOT 7 BLK I a w 14.a 1- 0.30NQ 23.4' U TABLE: L! N 00°OObO"E 25.00'(P) U rn ASPHALr DNV t 01-- O 5 00081250 E 25.111 (M) Q 4.5 + C; to L2 5 90 0MON W 24.89 (P) OLr) .- 5 8905VOG'W 24.894 (M) _ m m S.C.L. 5 89058118'W 75.13' (M) -143' LOT2 — cu m 2.7 a LOT 5 b `O 51-K I LOT 7 10.7' ° + 0 BLK I + J 4.0b m d ... v m 0 w I sTY. — 0 o 5.6' R15#1050 15.9' � iD 10.7' d w —12.0 cu 0 O Z CO) 12.7 _ my I.4' rD O U g W/C zO y C.L. W/C I/2N FIP 1/2°FIP ALL= NOID I.1I OIN 0 5'90000'00u W 75.00' (P) N 89055118'W 75.13'(C) BISCAYNE CANAL (75W NOTE5: LOT APPEARS TO BE SERVICED BY CITY WATER AND SEWER FENCE OWNERSHIP NOT DETERMINED ELEVATIONS OBTAINED THROUGH GPS OBSERVATIONS (L-NET GPS NETWORK)NAVD 88 DATUM l hereby ce ai'at oundary Survey of the CONVERTED TO NGVD 29 DATUM U51NG VERTCON hereon des d f�pe as been made under NAVD88=NORTH AMERICAN VERTICAL DATUM 1988 NGVD 29=NATIONAL GEODETIC VERTICAL DATUM 1929 my direct/ ,&ndd o the e t of my knowledge �_ =EXISTING ELEVATIONS NGVD 29 and bel%e It �t accurate representat%on S.C.L.=5URV CLOSUR NE 40 �o F2d40 of a sury meets minimum technical standards fof! ' th rida Board of Professiona eyors s uppers in Chapter GRAPHIC SCALE (In Feet) N 5J-17 of the ; s R ministrative Code. 1 inch = 40' ft. RONALD W. WALLING State of Florida Professional Surveyor and Mapper License No. 6473 Use of This Survey for Purposes other than Intended,Without Written Verification,will be at the User's Sole Risk and Without Liability to the Surveyor. Nothing hereon shall be Construed to Give ANY Rights or Benefits to Anyone other than those Certified. FLOOD INFORMATION: POINTS OF INTEREST BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING NONE VISIBLE MUNICIPALITY OR WWW.FEMA.GOV,THE PROPERTY APPEARS TO BE LOCATED IN ZONE AE(WITH A BASE FLOOD ELEVATION OF 8).THIS PROPERTY WAS FOUND IN THE VILLAGE OF MIAMI SHORES, COMMUNITY NUMBER 120652,DATED 09/11/09. - Florida • 1 I, CLIENT NUMBER: DATE: 2/3/2016 AFFILIATE Title Association ■� BUYER:Philippe Alluard MEMBERS FL-TA SELLER: CERTIFIED TO:PHILIPPE ALLUARD -- rte = c �a n d. Surveyors,7� 1 1 esSurveyors Inc. www.exactaland.com This is page 1 of 2 and is not valid without all a P.866 735 1916•Fsr�7a4 zBez ; pages. LB/7337 11940 Fairway Lakes Drive,Suite 1•FL Myers,FL 33913 REPORT OF SURVEY 1411.1348-02 This is page 2 of 2 and is not valid without all pages. LEGAL DESCRIPTION: LOT 6,BLOCK 1,OF MIAMI SHORES ESTATES,ACCORDING TO THE PLAT THEREOF,AS RECORDED IN PLAT BOOK 47,PHAGE 58,OF THE PU.BUg.RECORDS OF MIAMI-DADE COUNTY,FLORIDA. • 0000 .. 0000.. 000000,' 0 • 0000.. - ......='i .....ree 0 000000 0000. ••• • { JOUSPEtIFIC WREYOR NOTES: •• THE•ASSUMEF)-QP_;ARING REFERENCE OF SOUTH 90 DEGREES 00 MINUTES 00 SECONDS WEST IS BASED ON THE SOUTHERLY RIGHT t:�c-WAY LIME OF NORi WEA16•T 105 STREET,LOCATED WITHIN MIAMI SHORES ESTATES„ACCORDING TO THE PLAT THEREOF,AS RECORDED IN PLAT BCM49, PAGE 5$OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY,FLORIDA. 0000.. .. GENERAL SURVEYOR NOTES: 1. The Legal Description used to perform this survey was supplied by others.This survey does not determine or imply ownership. 2. This survey only shows Improvements found above ground.Underground footings,utilities and encroachments are not located on this survey map. 3. If there is a septic tank,or drain field shown on this survey,the location is approximate as the location was either shown to Exacta by a third party or it was estimated by metal detection, probing rods,and visual above ground inspection only.No excavation was performed In order to determine the exact and accurate location. 4. This survey is exclusively for the use of the parties to whom it is certified. 5. Additions or deletions to this survey map and report by other than the signing party or parties is prohibited without written consent of the signing parry or parties. 6. Dimensions are in feet and decimals thereof. 7. Due to varying construction standards,house dimensions are approximate. B. Any FEMA flood zone data contained on this survey Is for informational purposes only.Research to obtain such data was performed at www.fema.gov. 9. All comers marked as set are at a minimum a fA diameter,i 8"Iron rebar with a cap stamped LB#7337. 10.if you are reading this survey in an electronic format the information contained on this document is only valid if this document is electronically signed as specified in Chapter 5J-17.062(3)of the Florida Administrative Code and Florida Statute 472.025.The Electronic Signature File related to this document is prominently displayed on the invoice for this survey which is sent under separate cover.Manually signed and sealed logs of all survey signature files are kept in the office of the performing surveyor.If this document is in paper format, It is not valid without the signature and original raised seal of a Florida Licensed Surveyor. 11.Unless otherwise noted,an examination of the abstract of title was NOT performed by the signing surveyor to determine which Instruments,if any,are affecting this property. 12.The symbols reflected in the legend and on this survey may have been enlarged or reduced for clarity.The symbols have been plotted at the center of the field location,and may not represent the actual shape or size of the feature. 13.Points of Interest(Pons)are selected above-ground improvements which may be in conflict with boundary,building setback or easement lines, as defined by the parameters of this survey.There may be additional P01's which are not shown,not called-out as PON,or which are otherwise unknown to the surveyor.These POI's may not represent all items of interest to the viewer. 14.Utilities shown on the subject property may or may not indicate the existence of recorded or unrecorded utility easements. 15.The information contained on this survey has been performed exclusively,and is the sole responsibility,of Exacta Surveyors.Additional logo or references to third partyfirms are for Informational purposes only. 16. Pursuant to F.S.558.0035,an individual employee or agent may not be held individually liable for negligence. 17.House measurements should not be used for new construction or planning.Measurements should be verified prior to such activity. LEGEND: ' 5URVEYOR15 LEGEND UNEiYPES:ammomamm.. AIC AIRCONWnONING ID. IDENTIFICATION SEC. SECTION BOUNDARY B.R. BEARING REFERENCE ILL. ILIPCNBLE SM. SEPTIC TANK ('��,.�,,� B.C. BLOACCORNER INST. INSTRUMENT SEW. SEWER ESTItlJCTM .I B.P.P. BACKPLOW PREVENTOR INT. INTERSECTION 5XD SET GU1E DISC CEITERUNE BUR. BLOCK L LENGTH 51RC SET IRON ROD 4 CAP DIM. BUILDING IN LICENSE#-BUSINESS 51140 SET NAIL 4 DISC CMN-UNKor WIRE FENCE BM BENCHMARK IS# USE#-SURVEM SaPr. SQUARE B.R.L. BUILDING RESTRICTION LINE (M) MEASURED STY. STORY CA9EM -------- B5MT. BASEMENT M.B. MAP BOOK S.T.L. SURVEY TIE UNE EDGE OF WATER AW BAY"WINDOW M.E.S. MITERED END SECTION 5V SEWER VALVE (C) CALCUTATW M.P. METAL PENCE 9/W SIDEWALK IRON FENCE C CURVE N.R. NON RADIAL SEAWALL CAN CABLE TV.RISER N.T.S. NOT TO SCALP S.W.TBM S.WTEMPORARY BENCHMARK 11Nt S C.B. CONCRETE BLOCK O.C.5. ON CONCRETE SLAB TEL TEEPHONE FACILITIES -rnn ma mw CHIM. CHIMNEY O.G. ON GROUND T.O.B. TOP OF BANK SURVEYTIE UNE C.L.F. CHAIN UNK PENCE OFF OUTSIDE OF SUBJECT PARCEL TWP. TOWNSHIP CO. CLEAN our Oh. OVERHANG Tx TRANSFORMER WALL PARTY WALL CONC. CONCRETE 0)q. OVERHEAD LINES M MCAL. WAD FENCE COR CORNER 04 INSIDE OF SUB.ECT PARCEL U.R. UTILITY RISER vIN&FENCE CW CONCRETE SIDEWALK O.R.B. OFFICIALL,RECORD BOOK W/C WITNE 55 CORNER C.V.G. CONCRETE VALLEY GUTTER O.R.V. OFFICIAL RECORD VOLUME CII. CENTE R LINEO/A OVERALL WP WATER FILTER. SURFACE TYPESt twamantamm"am or COVERED PORCH MOFFSET W.P. WOODEN PENCE p-7�7 �pC ® CO CONCRETE 51M � PIAT WM WATER Mt TERNAI VE BOX ASPHALTI// iIE (D) � P.B. PLAT BOOK WV WATER VALVE orT C== DP. DRAIN FIELD P.C. POINT OF CURVATURE V.P. VINYL PENCE CONCRETE AREA DAV DRIVwAY P.C.C. POW OF COMPOUND CURVATURE WATERD ELEV. ELEVATION P.C.P. PERMANENT CONTROL POINT WOOD ENCI.pUREEASEMENT Tye POD1 EQUIPMENT A.F. �R EASEMENT SYMBOLS:tmntmonmomm tml @Ir. ENTRANCE PG. PAGE C.M.E. CANAL MAINTENANCE E5MT. ® BENC K MARK Ed EECRIC METER P.I. POINT OF INT'E'RSECTION C.U.E. COUNTY UTILITY ESMT. E.O.P.CENTERLINE EDGE CW PAVEMENT PLS PROFESSIONAL LAND 5URV&1DR E.O.W. EDGE OF WATER PIT PLANTER D.E. DRAINAGE ANDEASU PM A CENTRAL ANGLE ar DESA EIIE awmc unuTY BOX .U.E. DRAINAGE AND UTILITY E5MT. P.O.B.P0POINT OF BEGNWNG E5MT. EASEMENT t,�-1 COMMON OWMMMF M FAD P.O.C. FOINT OF COMMENCEMENT I.EIE.E. INGREWRGRE55 E.5MT. • CONTROL POINT FCM FND.CONCRETE MONUMENT P.P. PINCHED PIPE IRR.E. IRRIGATION EASEMENT ■ CONCRETE MONUMENT P/DH FOUND DRILL HOLE P.RC. POINT OF REVERSE CURVATURE L.A.E. UMff®ACCE59 ESMT. CATCH BASIN FP. FINISHED MOM P.R.M. PERMANENT REFERENCE MONUMENT LB.E. LANDSCAPE BUFFER E5MT. ELEVATION F IF POUND IRON PIPE PSM PROFESSIONAL SURVEYOR LE. LANDSCAPE E5MT. FOUND UND IRON PIPE 4 CAP AND MAPPER FIRE HYDRANT FIR FOUND IRON ROD P.T. PORT OF TANGENCY I.M.E.E. LA OR LANDSCAPE PNENT { • D OR SET MONUMENT FERC POUND IRON ROD 4 CAP R RADIUS w RADIA. E- GUYNARE OR ANCHOR PN FOUND NAIL ETR) RECORD M.E. MAINTENANCE EASEMENT 0 MANHOLE FN40 POUND NAZI 4 DISC RGE, RANGE P.U.E. PUBLIC UTILITY EAl"MrT p� FND. POUND RES. RESIDENCE RO.E. ROOF OVERHANG E5MT, TREE N4©¢P FPIW POUND PAPoCER KALON NAL PW RIGHT OF WAY 5.W.E. SIDEWALK FA5EvfENT UTILITY OR UGrT POLE PPFNW POUND PK MAIL 4 DISK (S) SURVEY 5-W.M.E.STORM WATER WEU FRR5PK POUND RAILROAD SPIKE 5.B.L SETBACK LINE MANAGEMENT ESMT, GAR. C'A'E S.C.L. SU11NW CLO5URE LINE T.U.E. TECHNOLOGICAL UTILITY E5MT. GM GAS METER SCR. SCREEN U.E. U71UTY EASEMENT ELECTRONIC SIGNATURE: PRINTING INSTRUCTIONS: OFFER VALID ONLY FOR: Philippe Alluard In complete accordance with Florida Statute 472.025 and Pursuant to 1. While viewing the survey in Adobe Reader,select the the Electronic Signature Act of 1996 or Florida Statute TITLE XXXIX, Chapter 668,IF this document was received electronically via PDF, "Print"button under the"File"tab. then It has been lawfully Electronically Signed.Therefore,this survey 2. Select a printer with legal sized paper. - 1 PDF,If authenH4 is completely official and insurable.In order to validate 1 1 thel3ectronicSignature•ofPDF surveys sent via www.surveystars.com, 3. Under"Print Range",click select the"AAI"toggle. you must use a hash calculator.A free hash calculator is available for download ac1 4. Under the"Page Handling"section,select the number www.sofft diacomfceU5ystem/FIIa-ManagemenVHash-Calculator-Kirill.shtml Of copies that you would like to print ( 1 in order to validate the Electronic Signature of any survey PDF sent via 1 1 WWWwrveystarscom: 5. Under the"Page Scaling"selection drop down menu, 1 Download the Hash Calculator avagableat select"None." I % off 1 wwwsoftpedia com/get/System/FIIrManagemen[AiaslrCalculator-KirilLshtml z Save the survey PDF onto your computer from wwwsurveystamcom 6. Uncheck the"Auto Rotate and Center"checkbox. or from the email sent from wwwsurveystamcom, i (UP TO$500) 3.Click the square Browse button in the upper right hand comer of the 7• Check the"Choose Paper size by PDF"checkbox. Hash Calculator to find and selectthe saved Surrey PDF document,and dick 8. Click OK to print 1 ANY FUTURE 1 the COMPUTE button in the lower right hand comer ofthe Hash Calculator. TO RM IN BLACK+VIfI'Ii71r 1 SURVEYING SERVICES 1 4.Compare the 40 digit string ofcharacters in the SHA-18ne to the 40 digit SHA-1 charactprinted rs theor Invoice to the Job file to wwwsurveystarscom which 1. In the main print screen,choose"Properties". 1 ON THIS PROPERTY Is also printed on the invoice for that survey. S.Ifthe40digitstrftvofSHA-1 characters are exactlythesame onthe Invoice 2. Choose"Quality„from the options. I 1 (orin the surveyfileatwwwsurveysramoom)as they we Inthe Flash Calculator, 3Change from"Auto Color" r"Full Cl "to then this PDF is authentic Ifthe 40 digit string ofdraracters does n . ouColor"riot match 1 r exactly,then this PDF has been tampered with and itis not authentic. "Gray Scale". ` J Exacta Land Surveyors, Inc www.exactaland.com P.866-735-1916•F.866-7442882 LB#7337 11940 Fairway Lakes Drive,Suite 1•Ft Myers,FL 33913 • • • • ••• • • • ••• NOTE: •. . . . . ... . . . . ••• Existing Concrete Cinder block Seawall with . Footer o Remain � •• •• ••• . . •• . . •. . . . . .. . . .• • • • • • • Existing Concrete Mooring Pile To Be Removed O ••• •• ••• • Existing Wall—Mounted Wood Fender To Be _ 25♦ , •• •• ••• •• Ln • . . . . • . • Removed Z ` _' W `" • 000 • • • • •• • � N :EzN :.. ..• N 0°44'24" W 130.091 (M) 150.09# (C) o o T . _°N 0000010011 E 150.41 (P) 141 ' -i-/•- TO WAT K °Ln •. � o a�.~;; "' ' ti`s •�... D5 Triangle o n? ��; ;► ( •6' N 'q . 23.9 ♦I O N �° �, 23.s a� — 3.0' -- - MIN n n o o ry rn rn r iD Ln i''� y o • o.a U' _ D5 Triangle r 2.3 - Til Ohio 33.7' y � t i�it`er►r��rir+r�� • +l TO WATER � � 48 4A® _ 5 0°44'48" E 130.08' (M) 150.081 (C) N c � .��c� �A9asoe V, 0 at -n -- -� No 303 o _ e 7a r--0 = STATE OF t FLA ``% E♦ FLA SS/O "PPPI 11 • Z 0 Lot 6 Block 1 z MIAMI SHORES ESTATES SI t e Plan Plot Book 47 Page 58 (Existing Conditions) Dock and Boatlift wRT o*1 Dade County Scale: 1" = 20' Philippe Alluord DATE Florida 1050 NE 105 Street 0&01.2015 Miami Shores Florida 33138 PLOT Edward A Landers PE Inc ,W 7s 1Likowe� t #09 1050 030398 �40 See attached survey for exact property information. , MIS dA p.F_ See attached survey for exact ,property information. V: : . . ... . . . . ... Lot ra Block 1 (9) New 12x12 Prestressed MMI. 4S°ff0. jE;S•;EF.TA7'E'S Concrete Batter Pile and New CO r— : : lbt EVok '$7 Page:- Seawall Cap, Existing Concrete r"0 .. Dade'County Cinder Block Seawall With Footer 7\--i d Florida U1 Z5. :0. ... .. 15'-9" To Remain � _ . . . . . . e ,� . ... . . :.6 .. 00 6' N 0044244 W 130.09' (M) 150.09' (C) o O .. . . . . . . ... .. 6'-6° N 00000'00" f 150.4' +/ (P) 141 ' TO WATR n New 10,000 lb. New Wood C.L.F. Neptune Boat Lift 10' 45' Dock/Deck / Q 1 a 10'-6" / . i' ..� 66.0' CQ 41'-8" o - i •= Q _ w 23.9' . 0 � vi 23.5' 2 O W rn 9\ CIS 1G,7' O -�j P �-- I O.U' 2.3' U1 shoo 23'-4s W-6"— �, 33.T ' 15-9n 1 _ 4' O Existing Seawall - ' -f-/ `,�a� Af 8,Qn �+ � ' TO WATER �~ ``�► '' — S 0°44' i-8" 3C?.OS' M 507.08' z ; •�:y`�' �s9s``'v� -n ° N rn Property Line `U Return ® Each Property Comer Ql r' �° . _ g r"0 Q ® ��.• NATE OF ;W� See Enlarged dew �A�i ••'•. --J L 1 ........ �.� PLACE'`'oFSS/oMIAM- 'z Total canal width 81' Z . 20.25' allowable Site Plan .� 18.50' total for dock, vessel and lift width (Proposed Conditions) Dock and Boa vT ° " Scale: i = 20' Philippe Alluard DATE • 1050 NE 105 Street D5.01.2015 Miami ShoresFlorida 33138 PLOT Edward AFLanders PE Inc 240 PE 850 NW 1488 DWG No. #509 1050 SP 040 Miami Lokas__38 33015 DIRECTORY Edward A Landers, P.E I Steet 2 . . . . . . . . . . . 41'-8" 0 . ... . . . . •.• 10'-4" 10'-4" 10' 10' (5) New 12" Wood Dock Piles Driven 6" 6" .'To.fd Ton.Nar�tlg Capp�ity.•• . . .. . . . .. Q 3 2 1 � . . . . ... V . . ... .. ... . -TT . . . . .. ... .. . . . . ... . . . .. . . . . . . . ... .. 6'-6" 8'-6" 5 15'-9" 15'-9" • • er Joist Hang Joist Hanger 5 2x12 joist A A 6'-3" 4'-3" A A C 04 Post Set In 120 x13 3' 3x10 with J'10 wedge anchors 0 24" 3' 2'-6" 24 Deep Earth Formed on center into pool haunch (min. P®®1 ® �p•�� Hole With Redi Mix Type 1 embedment = 4") and 2x6 composite Edge of ®e`�•'�.�GENs�••''-�`� Concrete and (2) 0 7 spacers between MO and pool , Thru Bolt Each Way haunch Existing Pool No 38388 •°.• Edge of ® � STATE OF Existing Pool `�>°p p 6.7Framing Plan ,. Scale 1/4"-- 1'-0" Set ends in Simpson HHUS28-2 Line Hanger (FL 10655.3) — Typical 8 7 1 Dock and Boatlift WRRT ? Philippe Alluard DAM 1050 NE 105 Street Miami Shores Florida 33138 PLOT Edward A Landers PE Inc 48 Section A-A 7850 Mw 146 Street1509 ,050 FP 48 5Jokes. rlorlde Y 33D16 DfRECTOR 3 823-3938 Ods Edward A tandets, P.EShed 3 (8) 15 Continuous 36 ••, • . . . ... /3 Closed Stirrups @ 12„ on center 3 on center over piles 3» 6 . . . ,� • 1. Azek decking with (2) 110x2-1/2„ S S jogd screws aper str%ger : :• TProposed Elevation 5.7' NGVD •• •. 000 • 2. 2x8 stringers 0 16„ max spacing 18„ 3. 3x 10 substringer with (2) J» thru bolts @ piI6%aQd;dlpp;h* 0• ••• • . • • . . • .. . . . . . ... .. 3" 4. Hurricane strap Simpson H2.5A (FL 10456) w/ (5) 8d nails each leg (12» Min 3„ Hurricane Straps) 15 bent bars @ 12» drill & dowel 6» mJin. 6» into concrete cinder blocks „ wedge anchors into new concrete seawall (9) New 12x12 Prestressed concrete batter piles, and 5. 6x12 drop hanger with (2) x 10 set in epoxy cut pile and leave strands exposed a min. of 18n cap, min. embedment = 4° tie to cage steel, max spacing 10' 18' Existing Concrete Cinder 15 bent bars 14" Driven to 25 Ton Load Bearing Capacity Block Seawall With Footer 6. 2x4 sleeper @ 18» max spacing into new concrete cap with » topcons 12„ on To Remain center, minimum embedment = 3» Cada Detail 7. 2x8 joist 0 16» max spacing attached to MO joist with Simpson LUS28 Line Scale 1/2"-- 1'-0» Hanger 8. 3x10 with (2) J10 thru bolts at 6x6 post and (1) J10 log bolt @ 6x12 drop hanger, min embedment = 4» (5) New 12„ Wood Dock Varies Varies Piles Driven To 10 Ton 6'-6„ 3' 4'-3» (2) 15 Hook Bars 24-x24- Bearing 4x24»Bearing Capacity To To Min. 8» into Return Wall 8'4" 6'-3» 12» %JJJIII+ Proposed Elevation °�° P'• fill.,O�Z-A& 1 2 7 5.7' NGVD 56 ' 70EastP �@� •`CENSE'•-.. .� • • •••� Proposed Elev. 5.7' NGVD /L 2 „ (typ) 6' @ West P/L :. No 38398 3 e • 4x4 Post Set In 12»0 x 24„ Deep 21„ • • a 3.86 NATE OF Above MHW Earth Formed Hole With Redi Mix •° Type Concrete and (2) J70 Thru „ °� t'�'•.PLOM ww a MHW 1.84' NGVD — 4-1 2, 1 Bolt Each Way • • 12 ��spsSfp••.• '1,``` � Enlarge New Batter Piles and (6) 14 Continuous with 13 (Return al 1_ MLW 0.19' _ — _ Cap, See Detail Hoops @ 14» on center Existing Concrete Cinder Block Return Wall Section Seawall With Footer To Remain DOCK and BOathft M D •" Philippe Alluard DATE _ f 1050 NE 105 Street Miami Shores Florida 33138 PLOT Section B— Edward A Landers PE Inc48 PE Lkenae 038388 DWO No. „ 7850 Mw 148 Street 509 1050 FP 48 Scale 1147— 1 —D �� `� - JW Florido 18 DIRECTORY (305) 823-3838 MM\Dodts_ Edward A Landers, P.E sheet 4 • • ••• • • • • ••• 20' • • • • • • • •• • • • ••• •• ••• • /1 •• • • • •• ••• •• 0. •• • • • • • ••• •• New 10,000 lb Proposed Elevation Neptune Boat Lift 5.7' NGV i i i i MHW 1.84' NGVD Existing Concrete Cinder Block Seawall MLW 0.19' NGVD — — — — _ With Footer To — — Remain (5) New 12" Wood Dock Varies Piles Driven To 10 Ton 6'-6" -3' 20Max .- Bearing Capacity To Varies ��poii111�111f1f/ff�� 1 2 Pool Haunch 4®#ow �►��,�� 5 6 8 Elevation 5.7 NGVD ,® � .•'' ��I °`•.o ` T �v 9 iiQ Proposed Elev. 5.7' NGVD f Se c tl on � Bo a tom" lfll ®� �- f W 583 A A Scale 114"-- 1'-0"T- e -- 3.86' 3 ° 3x 10 STATE Above MHW Elevation �� P ' MHW 1.84' NGV 4.2' NGVD— 4 — — — '> ,�s Elevation 3.96' NGV MLW ( 0.19' NGV — — — New Batter Piles and — — Cap, See Detail Existing Concrete Cinder Block - --- _ Seawall With Footer To Remain - Dock and BOatlift Philippe Alluard WE 1050 NE 105 Street -—— J Miami Shores Florida 33138 PLOT /`� Section li —li/`� Edward A Landers PE Inc 48 PE ucense�a38398 DIMG ao. Scale 114"= 1'-0" �� ,, , rw �s toss PP 48 (3a5) 823-3938 DOAD* m Oaeke Edward A Landers RE Sheet 5 General ... . . . Notes: � � •:• � � � � 000�• • Licensed Contractor shall verify the existing conditions prior to commencement of the work. Any conflicts or omissions between existing conditions or the various elements of the working drawings shall be brought to the attention of the Engineer prior to the commencement of the work. The Licensed Contractor and all • •• • • • •. . . . . . . . .. . . . .. . . . . . . .. subcontractors are responsible for all lines, elevations, and measurements •• • . . . . . • o not scale drawings for dimensions ••• •• ••• • • All unanticipated or unforeseen demolition and/or new construction conditions which require deviation from the KA 1 plans and notes herein shall be reported to the Engineer prior to commencement of work E •• •• ••• •• • Licensed Contractor to verify location of existing utilities prior to commencing work • • • • • • • . ... . . . . .. . • The Licensed contractor to install and remove all shoring and bracing as required for the proper execution of L : . : : :•so ?1 0 . e work S — T .00 00 • Licensed Contractor to obtain all permits as necessary from all Local, State, and Federal agencies • Wood piling to be 12" dia., 2.5 Ib CCA treated • Piles to be driven a minimum of 8' into berm with a minimum bearing capacity of 10 tons Bolts @ center • Piles to be driven with a drop hammer or gravity hammer. The hammer weight shall not be less than 3,000 of piles Ibs and the fall shall not exceed 6 feet • Pile driving operations shall be observed by a special inspector, including test piles sufficient to determine the approximate length required to meet design capacity • All framing materials to be pressure treated, southern pine, grade 2 or better, min. Fb = 1450 psi • All hardware to be galvanized or stainless steel Pile e CO11 n e c t 10.21 Detail • Elevations shown are based on the national geodetic vertical datum of 1929 • Design in accordance with Florida Building Code 5th Edition (2014) Seawall Repair Notes. E E • For all prestressed piles, extend pile strands a min. of 18" into cap steel or cut strands even w/ top of pile & dowel & S epoxy (2) 15 L—bars, 24" long w/ 12" bend, into top of pile, w/ a min. of 4' embedment • New batter pilings to have a minimum 3" penetration into the new seawall cap forms • Concrete piling to be 12"x12" prestressed piles with (4) 7/16" strands �-- • Piles to be driven a minimum of 8' into berm with a minimum bearing capacity of 10 tons L • Piles to be driven with a drop hammer or gravity hammer. The hammer weight shall not be less than 3,000 lbs and the O O Ofall shall not exceed 6 feet jvP • Concrete to be min. 5000 psi ® 28 days, .40 water/cement ratio. oee ��® • Reinforcing steel shall be 1n conformance with the latest version of ASTM A615 Grade 60 Specifications. All reinforcement qea �p�R �� ®� shall be placed in accordance with ACI 315 and ACI Manual of Standard Practice • Concrete cover shall be 3 inches unless otherwise noted on the approved drawings •••: • Splices in reinforcing bars shall not be less than 48 bar diameters and reinforcing shall be continuous around all corners L zI No 333" t and changes in direction. Continuity shall be provided at comers or changes in direction by bending the longitudinal steel S s --- * -- around the corner 48 bar diameters v STATE • Design in accordance with Florida Building Code 5th Edition (2014) Z, .� 1fJ i o ' L Drop Hanger Detail Bolt Diameter 1/2" 5/8" 3/4' E = End Dist = 4D 2 2 1/2" 3 4 9 2 1/2 3 4 , L = Edge Dist, Loaded = 4D 2 S = Spacing = 4D 2 2 1/2" 3 4 - - U = End Dist, Unloaded = 1.503/4 15/16 1 1/8 1 1/2 Dock and Boatlift w T DW" Philippe Alluard DATE 1050 NE 105 Street Miami Shores, Florida 33138 MOT Edward A Landers PE Inc 48 NDS Bolt Spacing Requirements 7M W 1-M 8 � l�ftM 08 '016 (J8 — Flda DRECTORY MM\Dpoka Edward A Lon dara, RE sheet 6