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DOCK-19-27639 t Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address 1460 NE 103RD ST, Miami Shores, FL 33138 rnntartc Issue Date: Parcel Number 1132050310060 Permit NO.: DOCK-11-19-2763 Permit Type: Dock work classification: Addi'do /Alteration Permit status: Approvers' Expiration: 07/08/2020 MONICA SAVITS Owner 1460 103 MAX MARINE AND FOUNDATION INC Contractor JAMES MCKENZIE 1323 N 31 RD, HOLYWOOD , FL 33021 Business: 3057858682 emily.maxmarine@gmail.com Inspection Requests: Description: REMOVE AND INSTALL NEW BOATLIFT WITH 4 Valuation: $ 55,000.00 Inspec i n Re NEW WOOD PILES AND BATTER PILES SEAWALL CAP AND DOCK 49 TO REPLACE PERMIT#DOCK-6-18-1647 Total Sq Feet: 124.00 Fees Amount Application Fee - Other $50.00 CCF $33.00 DBPR Fee $24.75 DCA Fee $16.50 Education Surcharge $11.00 Permit Fee $1,600.00 Planning and Zoning Review Fee $35.00 Scanning Fee $12.00 Structural Review ($45) $45.00 Technology Fee $41.25 Total: $1,868.50 Building Department Copy Payments Date Paid Amt Paid Total Fees $1,868.50 Check# 1314 01/10/2020 $1,868.50 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date January 16, 2020 Page 2 of 2 Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: DOCK-11-19-2763 Permit Type: Dock i17-j- Work Classification: Addition/Alteration Permit Status: Approved Issue Date01/10/2020 1 Expiration: 07/08/2020 Location Address Parcel Number 1460 NE 103RD ST, Miami Shores, FL 33138 1132050310060 Contacts MONICA SAVITS Owner MAX MARINE AND FOUNDATION INC Contractor 1460 103 JAMES MCKENZIE 1323 N 31 RD, HOLYWOOD , FL 33021 Business: 3057858682 emily.maxmarine@gmail.com Inspection Requests: Description: REMOVE AND INSTALL NEW BOATLIFT WITH 4 Valuation: $ 55,000.00 r-762-4949 NEW WOOD PILES AND BATTER PILES SEAWALL CAP AND DOCK TO REPLACE PERMIT#DOCK-6-18-1647 Total Sq Feet: 124.00 Fees Amount Application Fee - Other $50.00 CCF $33.00 DBPR Fee $24.75 DCA Fee $16.50 Education Surcharge $11.00 Permit Fee $1,600.00 Planning and Zoning Review Fee $35.00 Scanning Fee $12.00 Structural Review ($45) $45.00 Technology Fee $41.25 Total: $1,868.50 Building Department Copy Payments Date Paid Amt Paid Total Fees $1,868.50 Check # 1314 01/10/2020 $1,868.50 Amount Due: $0.00 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, dra i statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for I ' one by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MEC C� INDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoi g�for a ' n is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I a ho ¢e a ove named contractor to do the work stated. Authorized Signature: Owner / Applicand/ eontractor / Agent Date January 10, 2020 Page 2 of 2 Miami Shores Village 111 EC IVEID V 1��Z(°I 7�N �l 19 2019 i� Building Department 1'Z'\�3\ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY. Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 201"-� BUILDING Master Permit No.Y6ck-\�A-ei - 2, ` PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL F-IPLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF [:]CANCELLATION [:]SHOP r CONTRACTOR DRAWINGS JOB ADDRESS: I L 6 0 City: Miami Shores County: Miami Dade Zip:) 3� Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: OWNER: Name (Fee Simple Titleholder): CYi�I i7��o tr 2AVN-" Phone#: laco 8-1'1 �e Address: 1L{CO-0 10 ") lc ' _e Q ' City: _ k1 a� l '%o(A State: r L Zip: Tenant/Lessee Name: Phone#: Email CONTRACTOR: Company Name: Mal r1und'D 7��;hone#: 3)F7& ' 6-(052 Address: l 3 2 3 N_ 2'i (d City: �,(� State: R Zip: 3 n0 2-1 Qualifier Name: —JWy05 1V `r �kVA-eke Phone#: _S-05_ Z935A-0Z State Certification or Registration #: k,_ 13 000W Certificate of Competency #: DESIGNER:Architectt/Engineer: Cr) LgwDeys Phone#: Address: �?ffJecv rgim Aky 5"- City: lkom (� State1:� EL zip: �3� li Value of Work for this Permit: $ . �i 00(/ Square/Linear Footage of Work: Cl-`70C,0 aJ L �2klll Type of Work: ❑ Addition ❑ Alteration ❑ New C� Repair/Replace ❑ Demolition 1 ace Description of Work: Effmi ►• • Specify c ��l�rxe�Krnk D yet ; Submittal Fee �-»4-t $ .St y"". Permit .CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/292' �9G?". �0 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature "' Signature I C___ _-- WNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The fore oing instr m nt wa acknowledged before me this day of J A4 20 i by da 20 Iq by ONICEA SA:V'I�S who is personally known to who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign E Print: Seal EMILY CISNE 0 °4-State of Florida•Notary Public •= 11 Commission # GG 237949 s�.y_ aF My Commission Expires APPROVED BY Sign Prins Seal i Plans Examine l I Structural Review Clerk 9 (Revised02/24/2014) i Miami Shores Village Building Department 10060 NE 2nd Ave. Miami Shores, FL 33138 305-795-22041 Fax 305-756-8972 NOTICE TO MLA2v11 SHORES BUILDING DEPARtMEN'T OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I (We) have been retained byJU✓!J'� F"" to perform special inspector services under the Florida Building Code 5th Edition (2014) and Miami Dade County Administrative Code at the 1 +16 O ( D?! ST, project on the below listed structure as of t (date). I am a registered arch;'ect/professional engineer licensed in the State of Florida. Process Number: Special Inspector for Reinforced Masonry, Section 2122.4 of the FBC 5th Edition (2014) _ Mtiami Dade County Administrative Code; Pticle Il Section 8-22 Special Inspector for Trusses > 35 ft. long or 6 ft. high : .'. Stesk'Framing and Connections welded or bolted • • • • • • _ _ Soil Compaction _ Precast Attachments • • • • _ Roofing Applications; Lt. Weight. Insul.Conc. .. •..' Other P I L 1 IU G Note: Only the marked boxes apply. • The following individual(s) employed by this firm or me is authorized representative to perfcrm inspection` 1. 2. 3. 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 program in civil or structural engineering; graduation from an architectural education program; successful completion of the \CEES Fundamentals Examination; 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 MrAmi 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 st tv , to the best of my knowledge, belief and professional judgment those po ne pTo�?��aled above meet the intent of the Florida Building Code and are in substantial =d�ce'1�ih��atrnrWclans. Signed and Sealed" C> Date: <-1'—( it EngineerJArchitect 38398 -- * -- Name ry) KlhA4 print G tiJy�#s� s U/i STATE OF � �t�A �1v : Address 7105404oj W l fi P• 2 ll WSS r/ON l/ONIt >G�G♦♦♦ ,4s,o Cz oj- 9N o 9f / �%% -j, -IVN6",f 09) - .10 4 ON N ff43 9Nain-SN03. # I S��aH1��- pao/np3 4-� Z 86£8S0# '3'd Sd33Ni9N3 JNliflswo c4- L-L i e 190IL 1» ..:�._�::,.....�:>.,...a..,.....�..-... w�....�. .._. _��. ._r. n. _...w. - .w....�,..�..r:..;.. �. y.- -. _ ...,..•., �= ;_. _.�...._� it _ T-.a:.x•_v --Jet f . _ : i••. •• �_ l•_ • � a ���i•_.11.. ,+-=. -.1 �: i._._ .� ._. _...i '(f • s�J(1�� .= 1 �a __ __ ; _ *••iceoqoeozo • i•••. y� #% �+ 2 .-..,.�.,�..h••.e.....+..N.,.-.�.a...-,.n.,......a.. �•��•_.:•.#..&�.,�.•r'�..maw+�w+�,�....-p"'-...i.�-•w>..�.m..re..�- .... i.-.. -. �L �- - .->-.,...,rwv.iv...-+r9...-••wi ..+.+.i-...-.�.3,.-� •!•••s : ••i••• +�Y�4 3 z � •^# •:•.. //`y7/•��e• fit)-v�.- �'`'';-Y �` g;•s° Y - r-3T-�O ,• . ..d V.J _?wrL ._.{ _ •t� �s P�'.�.+ _. _�.$' ,�•...i•_. - _.�-.�Ts-. .._1. < Y. ..`'�..c_.._ _fa - , .Edward #038 .398 NDERS F's E-1 (30-S1823-393.8 CONSULTING ENGINEERS .......... .. ... .......... ...... ...... .. .. ......... .. .... ... . . . ....... .... .......... ir . .. .. ... ...... ........ . . . ..... VA 44 ....... ..... J! It 9 io 0 031 6004 a .......... . --L IL ... .... . ... - - -- - ------------ - - Ci L-k ... . ...... . . ... ....... . .. . ..... ... .. ... ... ... ........ . . . 4A f4 _CXJ4 3__ 40.4 ............ p _jLmsisa. --.u4- 4.+ I=r-4xA ire-, reA' A c CONSOUffiNG; EINGINEEO'S - %poring Systems -v[kBolt It Expansion Anchor —Influence of Anchor Spacing and Edge Oistartce s 4. 4(�i:� mtaifniigiEmbedmeat) loadAdCacfors(AndrorSpat:inglload•�[d . `.`'ii �Factocs(Fdg� Risiartce) f lied, # .. Te+fplShear Tetesite 16 - Shears - Spadag Antihot Diameter Edge Aachor Diameter S Distance Anchor.0iametec ia. (mm)- ,!� �!� ,!Z <!< </� 1 ia. (mm) . '/• 'h 'h :!: < _ + . T+� . tea► 7n - __ ._- - s + f„=03 +0.40 fw=0.4 +040 f,0 fOrsa>s>s,,,huh,>c>c., kw __j for C. c C., lnffuence of -Arch& Spacing and Edge Oistartae - I tAad 4. 4 (h.,. =staadand-embedmeat; 61.2 = 4.3.3 WwWau"MitFxtorr(Aocbbr g)I - . reaskaSbear load /lQjtadment E' d= (Edge Disiam *) f. Tadao &; Spacing #rtchor Diameter Edge Shear s S Dice Aacitor Diametet ( Anchor Diaa�►etet ia. alat) ,k �� sh /s_ t3 in- (arm). + s ' i 51 .70 Z 51 _80 2Y< _74 R,. , .59 MR f�= 0-3 +0.40 tbrs,> s> s, ?o +040 for q.,> c> ®���lE�mm -Systems .�nhg KINW-8,01t If Expansion Anchor 4.3.3 Carbon Steel Kwik Bolt If Allowable Coads In.06 Arnchar Emheqni�nt 2M pu'.(13.1 3 Mpa) - T 30(M W AM )Mpa) 4000. "-6000 psi- (41.4 MPa) diametei Depth In. (m(n) M. (MM). Teastop Ur Shear Tension Shear lb lb (M) Tension lb (00 Shear 1b; paq Tiasion lb (W) Shear lb No (29) 270 (1-2) (1-9) - (1.5) 380 - (1-7) 474 430 2- (64)_ (51) .590 (2-6) 53Q 630 (2.8)_53806780 331,* (95) b7q (3-0) .(14) 670 i4j M :(M* 0 (3-0) (3A) '0 -** 0 9. 0 0 .1916 (41) 530 990 (4-4) 650- 1040 (4 _ 6 (4-6) 750 P-3) •Sim 0 ------ 9850 JUL- IWO* • M! - r/z* (64) 1 1200 (53) . '1470 1 (5-7) 1470 f61) 411,* (108) 1330 (6.57 (6-5), 1440 ou --(5-9) (62)_ (6-4) 9 (577 1170 _11940- (84 1310* (5-8) 1970' 1450 ;Me '1970 0-8), (6.4) •t7_7) -(12-7) (89)•(&3) E1170 (8_3) 24% 2130 24M 2400 (10-7) 245O . -A--AJL.- 7-450 6* (152) . (93) (10-9) Me_ (10-9) "0'9) 200 11 (10!9) (12-5) VOM — P (70). � 1600 (7-1) 6-- 3078 (13.71 1870 (8-3) 3070 2136 (9-5) (13. 7) 2670 (11-9) 3WO (117) 4'*7 (15-9)- _004 2400. -(10-7) - -3840 - =58, 390 3901 3290 (14-6) - I -3840 - ** - 7** 3M 3470 4199 '(186) 3840 (17.1) (178)' (1421 (15.4) (89) 1970 _i4M 4140 (18.4) iM (10.3) 4140 (18-4) me 4146 '4140 2/4 (119) (184) (142) (18.4) 20 1 5120 4MM 4930 . (22-8) 070 MAI) (2M 41h 3330 7070 (314) 4050 QO jig (20-8) -3140 (3621) -b6jO P-4) OR) 4M 9200 (26-7) 1M -(226 o M.- 9 (40-9) I 92M (40-9) (7031A) 8670 7 SM- (40.9j- . (37 -4) (40-9) H 10670 Values shown are for a shear plane acting sbew -through the andxw Values own are for a shear plane acting S*WWi;U_0_7he, Bolt 004- boft body When the through the anchor stmarptane lsadkv bolt b—ody When the ftbugh the araft shear Piatheno is acing p bodt threads, nxkft Owshearvaluesby' ftough anchor bolt threads, r9duce MY. the shear value by Aff other values shown arefor shear plane acdhg through ocher body orthreads_ %114 ' . .AMERICAN y WOOD ADDENDUM March 2013 to the 2012 and previous versions of the Design Values for Wood Construction (a supplement to the National Design Specification* (NDS*) for Wood Construction) Effective June 1, 2013, design values for all grades of visually -graded Southern Rine and Mbmd Southern Pine limber. 2". 4" thick will change. The design values to use with the 2012 NDS, 2005 NDS, and the 2001 NDS are shown bey (values that will change on June 1, 2013 are shown as underlined). These values supersede valuespublishedfntfse ...... AWC March 2012 Addendum. ' • •' . • .' Table 48 Reference Design Values for Visually Graded Southern Pine Dkm'aion Lumber • • • • • (2" - 4" thlek)1-2-%4=5 (Tabulated design values are for normal load duration and dry servAN b6haitions, unless :....: specified otherwise. See NDS 4.3 fora comprehensive description of design value acjustrnert Vcors.) :...:. ' USE WfPH TABLE 4B ADJUSTMENT FACTORS ....... • • • •: • •' Desian values In 000rift no sousm inch imn • 1 • • • Tension show I Compression speaks and SbA compression • • • • • *wading cons reface gradschwaRtudari bending P hs gram Pampaperit5euter to grain i to, grain pardw Modulu�of • speei3lc tp grslnE�stia 3ravi�. �t�la •ANY • F. F F e : ' G' Dense sego sou ALKUI &M y,� .7S No l.eoo 000 egonoo • • • seie� saveiural &M 3 175 565 t.s:]if 1.8W.000 869.0m Norte sere* sin�ai LM 1.450 175 430 _i��Q 1,60pA{ SWAM. No.1 Dense 1•E54 1.100 175 No 1.750 NOW No.# 2' -4' wide 1.Soo 1.OD0 175 563 1.= #�(gg-4am G.Ss No,1 NW DWe 1A0 175 480 ?, ' 1 idnow Ali= SPIS Na2 Dens* l i 1.200 730 175 am im 1.6w aw SWAM No.2 LM §ZA 115 SIG 1.450 Lamm SIGN Not NOt� 1AR 17S 480 Jam¢ 1, O ? No.3 and Scud fim 175 555 am I JAM Coruhueiion i Am Im 175 5% 1.300 1. MON 518AW Standard 4' wide AM am 1 z 555 1.3fl4imnoop 446.m o55 #7b 5% lam Deucbmal ect tttxisai S 1.6bi1 175 SRI 1,90Qow 596.000 seisac sbuc x ml 1AK 17S sas :.1M -,.SK000 660.0OO to Shed Salrctura; 1.ti30 1.3flQ 175 48D � 1�� �0R No.1 Dense S j� 175 560 #•tiSG 1.wo.000 630.000 Na# S'-fl'wlds JOIN 178 sw #•S5o 1.60&=,4S t O.SS SPtB NtO Nonloaraft 1 17-0 430 Not Dense ( 1.OSO 5�g 175 sm 1.4.iO j 380J= Not 175 5as 1.40D 1400,OW Nat NorrDeiwe 175 e8O �,3 MDW No.3 and Stud 175 Oanae Stru�x7l ?•Zd?� ]�Q 1T5 SzaO 1.EbO 1,S00.O00 t�D C�',o Ssied Sbveanal law > 17fi # 7DD 1.800 OOO BSO,O!! jjQ¢ 75 480 No.1 Oersae 1 gQg 175 66ti j, f 1.8p0,000 69O,00t1 NO.1 e' WWO 8Qg 1?5 565 0c 1.600 m SWAM 0S5 SPIS N0.1 NGM3ensa t.100 211 17-D 480 S10.000 N0.2 Owse W3 175 660 IA00 1AM000 MWO Nat 0A 175 t -SS 1m 1.400.O08 510.. ti ; No.2 Non -Den" se �2,2 17= ASO im 470DW No�3 and Sind 175 565 ZY uma Alum. 222 2 ` s _e-SbU . VA L".. ,-3 a 202 4P- -%5-E s e a Es., .^••... -__ • • • 2012 NDS Supplement Addendum March 2013 ` Page 2 ' values in Dauncta utare inch 1 ! Grading s i Stm T �1 t W& 1 PWPmTftW c� i � Ruin GTQ7il� Agwmy etassitreeutnn B ffem_ '7/ } �s.a Y. i F: F� f F T3ense Seim 175 1?5 Sa i 1,900.G7U j b_43:3d0 S•ledS`trucburai _•4 175 aim ; 1,8>;0.000 oGJ.�00 1 S�ct uaSBu t � 1 4 -0 j i75 i i No Dense �+ t7fi � bSC, I :.500 1,300.0m { MAN, t4a1 j 10` wide t•4�0 za .75 '- 1 ?,�2Q 1 a�� f 0 0 •• •m ; i No.1 NorrOer se t g� T75 49ir { �400 ( y.#W= i • ± • • • • • • • Nat 0•n3e +1{ • • � • • � • • • � 1`� • • 14ss2 ! i} t 475 17� ' ' =: DE {�� { 1YY7C },Q ,�� ,,'���y 3+ E�=� • i 1f �'� • • • • • • No-2 Noa�-Dx+se •?5 SSG 1,Q • • • Na.3and Shd j 751 :iv 1 = 4 •••••• Dense j.8W�L'fiC[11f81 11 1.250 175 i f j T.9('Aa it+ i o�GIOE�i • f i1 . • • • • Sawt Stsue4tta! I 1 "600 '�ar�+ tT5 3 b i i ` ;,$DO,O�i� �'_ $ • • • ' *too* S I� :_A 4M , 175 , 480 � � I.^r� �:M 3 • •�• • • • • • • • • SruaGim! Nat Der" 1.A m 175 Sao � y�Q � 1.$00.000 W_ .4t: s• � • Nat 12, wide i. ;76 sm y� 1. •0l•• • $PI3 •• • • • • • Nat Kan -Dense ? 1T5 490 1.35D 4610.000 • • N0.2 Dense ;ZQQ 175 sm 1A�M00.�0� • • • • • • Na.2 2T5 -465 I�,r�/�510.E • • • • • • NO2 N0n-Derme 440 175 480 47DAM N0 3 and 9tnd 175 56$ Sabastnrettrral 2.050 1.200 175 sm 1,900 1,S0%000 5W000 No.1 1,450 875 175 565 1,350 4,500,000 b50,D0O U 51 iio2 T _4 wide 1"i� 175 SW1.400,000 b1g000 Na.3 and Bard 173 565 1,Ztt0 000 440AG COtalbucron $QQ 175 355 1.3W.000 470.WO &ertdard 4'vAds # m 655 1.2DOAW 440.00D 0151 MY - 175 so 4.i00.000 40000D Wed Strn al 1,ggp 1,100 175 So 4,700 i.S00,000 58000 Nat T,30O 75D 175 585 ixm 1 G00.000 MAN daT 14c2 -5• a 199a m 175 566 1A 1AM.000 510.000 NO3 and Sh d 175 am m 1=.0D0 440.0D0 4A W000 Sdedsmsehaai 1750 1,000 175 Sm "am SM000 140.1 4.200 700 175 5s.,$0 05 4, 1800AI O 65DADO O eii Spa No.2 wide 175 sm I= 1. t00.000 510AW Na3 and as,d 1Tb bfss t,200.000 440.000 8eieetswumursl 1.500 i375 T75 555 I'm 4. mwo 5 ONG Nat 1,ra0 am 'ITS SS5 t,450 1,5D0.Doe MAW 0b NO2 10'�dde m 1T5 us 1AW.000 51%ODD No.3 and Shrd VA 173 5W 1.200.000 440 G00 Select Str+achnal 1 W 825 173 565 1,5 t 4,SOQ000 SI10.000 rs01 12' wlda 978 us 17; ;,BS 1,400 1 E10,000 Min 031 No.2 7W 4 175 am I= 1.400,000 $10.000 MX3 and Stud I ma 173 =Sm 7A 1 1000.U00 I 440,000 I. Ll! mom1 i vakm am qVicabb m Renter drat wA be used under dry CmCdom such as in mast t'o'.ered sb1tdwaq. For 2" 0 e ttiddc kmlber Ste DRY diet saes at" be end (see Table,1A) regardless o€ttm ntdmu" content at ths 1miS of mmmft=mS or use: in CalcubUrig deaw val%+es. the natoal gain m erw4p and adfmss first occurs as itsttber Was has been takart into eWmWerabm as wet; as the rt'xlucfim tel size flat ac=v when urueasoned kxrdW shrinks. The gal in load csrtyutg capacity clue to increased orwigm Old StIftless resAms f<am more than aft the design dfect of sits nxkxtons due to st*dmge- I. STRESS -RATED BOARD& k9bramdul for various grades of SWA-em Pine stress -rated beards af nminat 1•, 1%% and 1i: ifiidateas, 2' and wltief is a vtdtabk from Ste SOAlef t Pine inspection Stueau ($FIB) in the &andard Gfv&V Ra les for Smdhern Pure Luntw. 2012 NDS Supplement Addendum March 20M Page 3 3. sPRtice PINE. TO aixasi `� ��tlCS for S Ce 0*M p8dW to SPle i:.tI85: R3„itail� BPD, i31u l f k!fxee' Sai�thari °;fte b- the corrrersior r' for >: �' -� ne °s ? fl a r. for i=..: , sty beio v and ta; si-4 to the neap 1 flfl. to ft neA %W er ml-0e of 5 p3 `s F•, and 6 to `ne ri lamer rz;,i-, to of w old F� E arts F_ = ;,O�kD r^s` CONVERSION FACTORS FOR DETERMINING DESIGN VALUES FOR SPRUCE FINt: Tension Sheaf Compression Corripressia, ModtdLs papal parallel perwdicu}er Farailal of Bending to grain to grain to grain to grain al"b ny F pt pY F_, c a and a=�. Conversion Factor a Ys 073 0.98 0.73 c.'rs GM 4. ME FACTOR. For sizeswidertitan . 12 Use size factors for Fs, r=., ar; e;_ spW"d for the i7 width. Lase 100x e, �e F.. F..:6E, 210 F.... specified for the 12' width. • • i • • • • • S. When individual species or species grasps ars cortsbined, the design values :o be used for the corrbin atio:s sheilledthl lowest desiv values for elan mdividuai spades or spews group far each eslgr. pray. • • • • • • S. Speac 9raviy G based on we4ctd aftd vchl',ee when time: -air;. • • • • • • DEC 2 4 2019 NATURAL RESOURCES DIVISION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES ABBREVIATIONS: SNAG=SIDEMLK CBS=CONCRETE BLOCK STRUCTURE, CLF=CHAIN LINK FENCE, PL=PROPERTY LINE, DUE=DRAINAGE UTILITY EASEM ENT, IP=IRON PIF E. F=FOUND, A/C=AIR CONDITIONER PAD, P/C=PROPERTY CORNER. D/H=DRILLED HOLE, -F=WOODEN FENCE, RES=RESIDENCE, CL-CLEAR. RB=REB,.3. UE=UTILITY EASEMENT. CONC=CONCRETE SLAB, RNv=RIGHT OF WAY, DE=DRAINAGE EASEMENT, C/L=CENTER LINE, O=DIAMTER, TYP=TYPIC:<L, M=MEASURED. R=RECORDED, ENCR=ENCROACHMENT, COMP=COMPUTER, ASH=ASPHALT. N/D=NAIL & DISC. S=SET, FEE=FINISH FLOOR ELEVATI , CNS=OFFSET, P/P=POWER POLE.OHP=OVERHEAD POWERLINE. WM=MTERMETER I, �NMAASONRYAALL= ELEVATION BASED ON LOC. # 3250 S CONCRETE= .'.:.:..•:.i..:.•::::•-••:; .••: :'.•.t.•: ..o.•:. NOT VALID UNLESS EMBOSSED WITH MAINTENANCE& DRAINAGE EASEMENT=M&D.E. CBM# B_50 ELV- 10. 02 (TYPE OF SURVEY: BOUNDAW SURVEY SURVEYOR'S SEAL SURVEYOR'S NOTES 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2) NOT VALID WITHOUT THE SIGNATUR?_ AOL AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE IS NO- �- - " COVERED BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. Q UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETI': VERTICAL DATUM OF 1929. 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONA, RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAYBE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY �1 CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONIN — --- INFORMATION. 10) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDS' REVISED: INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. 05_1�4_2018 Additions or deletions to survey maps or reports by other than the signing party or parties is prohibiter FOR PROPOSER WORK without written consent of the signing party or parties. BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE OF SAID PB 64 PACE 97 �•� LOCATION SKETCH SCALE: NTSa EURIECT TO C'7,. ' '.,r!CE WITH ALL F;:DEPh,:L STATE AND C:Oi-' :rY PUI .S A."D R'_ ULAT!'Oi-A Property Address: 1460 N.E. 103rd St., Miami Shores, FL. 33138. Certified To: Monica Savits and Christopher Savits Legal Description: Lot 15, Block 5, of REPLAT OF TRACT "C", MIAMI SHORES BAY PARK ESTATES, according to the Plat thereof, as recorded in Plat Book 64, Page 97, of the Public Records of Miami -Dade County, Florida. I HEREBY CERTIFY That the survey represented theireon meets the minimum technical requirements adopted by the STATE OF FLORIDA Board of Land Surveyors pursuant to Section 472.027 Florida Statutes. There are no encroachments, overlaps, easements appearing on the plat or visible easements other than as shown hereon. ADIS N. NUNEZ REGISTERED LAND SURVEYOR STATE OF FLORIDA #5924 SINCE 1987 BLANCO SURVEYORS INC. Engineers • Land Surveyors • Planners • LB # 0007059 555 NORTH SHORE DRIVE MIAMI BEACH, FL 33141 (305) 865-1200 Email: blancosurveyorsinc@yahoo-com Fax: (305) 865-7810 -- — n� — ..". I 09/11/V7 HJt" 91 306 COMMUNITY# 120652 SCALE: DWN- BY: JnB No 15-914 2/15 r = "30' F Rh Nov 12 ., • n 0 DEPARTMENT OF REbpt1TOsY. ; AND ECONOMIC RESOURCES ION NATURAL RESOURCES D� • • • . • • • • • • 0 FFICE OF:TH:E =I I I I V I I I I 1� 1 _01-11 11iii3,471 Summary Report Property Information Folio: 11-3205-031-0060 1460 NE 103 ST Property Address: Miami Shores, FL 33138-2626 - - _._..--- MONICA SAVITS &H Owner CHRISTOPHER L 1460 NE 103 ST Mailing Address MIAMI SHORES, FL 33138-2626 PA Primary Zone 1300 SGL FAMILY - 2801-3000 SQ 0101 RESIDENTIAL -SINGLE Primary Land Use FAMILY: 1 UNIT Beds / Baths / Half 4/5/0 Floors 2 Living Units 1 Actual Area 4,578 Sq.Ft Living Area 3,234 Sq.Ft Adjusted Area 3,750 Sq.Ft Lot Size 17,945 Sq.Ft Year Built 1958 Assessment Information Year Land Value 2017i 2016 $987,067 $987,067 2015 $834,272 Building Value $393,75d $393,7501 $393,782 XF Value $27,042$27,131 $19,791 Market Value $1,407,859 $1,407,948 $1,247,845 Assessed Value $828,383!i $811,345 $805,706 Benefits Information Benefit Type 20171 2016 2015 Save Our Homes Assessment $579,476 $596,603 $442,139 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Generated On : 1/19/2018 Taxable Value Information - 20171 20161 2015 County Exemption Value $50,000 $50,000 $50,000 T�Aable Value $778,383 $761,345. $755,706 School Board Exemption Value $25,000 $25,0001 $25,000 Taxable Value $803,383 $786,345 $780,706 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $778,383 $761,345 $755,706 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $778,383 $761,345 $755,706 Sales Information Previous Sale Price OR Book -Page Qualification Description 05/01/2007 $1,825,000 25631-2753 Sales which are qualified 06/01/1988 $340,000 13702-0870 Sales which are qualified En Short Legal Description RE -PLAT OF TR C MIAMI SHORES BAY PARK ESTS PB 64-97 LOT 15 BLK 5 LOT SIZE IRREGULAR OR 13702-870 0688 1 �j W 1.3 1` �VJm o ` ww `tM � li L7 Q fLntt t� 0 w o =zz aWa The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not refl curre4lo�nation on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidWt /disclaimet�a* Version: •.. ' : - 4u. . eGV ATDRY pEPARTMEKi � � puv S�Q�. •' NdIA raE AND ECLR6S'0. NATURA .... • • to bing maps 1460 NE 103rd St, Miami Shores, FL 33138 Location: 25.86995,-80.16662 fi E }11tti St Sul N S4A40W tA.W I , � �`NE-TlDth-St T. _ p ,[g io t . ATLV NE1f^tt<S�' _ NE M m vp T g _Krim y n r f T NE-13th ,0 Amomi � I..I Bing L! J 1 A Y L ' !� NE 101sC! — courriy CluS x Ot NE-19th.St_ St Q M smst T I NE-97th St � -- `z-NE:Wh.St !i -NE 9511h St; 1 7 ,L -,NE 94th St. 1 y. s � °�� "NE 93rd St. NE.92nd.St -fD NE91st-Ter►aa'' —7 NE T10th Tef ace �.�_: NE_708thSt '2 NE Quayside Terrste —NE.Mth-St' — NE-1041h St • NE.102nd St, .060 NE 103rd St, Miami Shores, FL 33138 Q' C3 o t�W o jaw �c 020AMERE r' 1/ Vy LOT 14 BLOCK 5 / J18,S +5.50 LOT 15 ' 45' BLOCK 5 4' 10' 11 26' 15' 31' WATERWAY 4 19' o � wry• TAR Y � pp, NOV 12 2019 rN ' { FF DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES , 890 / NATURAL RESOURCES DIVISION 17sp h ho {. bh ago) 3 s�o' } Unauthorized fi •.. • / :.':: �:• �� :•. � Existing 1,000 Ib _,� ;•l davit to be removed .....: ..•:Ip;: l • •�' ,......: ;� 1' LOT 16 10' ' BLOCK 5 Length � :,��:•.•� _ 2 Existing dock :. 85.15' ,� u- �, ties To Remain v 1 r Existing 5,000 lb / DEC 2 14 2019 2 6' boat lift and access platform to NATURALRE�OU� ` ;S Di• 10N remain / DEPARTMENT OF --GLI ',TORY ' AND ECONOMIC L :-.CES =1 New 4x31 ' wood ' dock and 30,000 lb. Neptune Bootlift RER • NATURAL RESOURCES DIVISION. FINAL APPROVAL NAME giv DATE Site Plan (Proposed Conditions) Scale: I" = 20' D5 7, an9�e 42' 80.97' Existing Concrete T—Pile & Panel Seawall and Cap To Remain / W Length 36.82' 45• �E 9W WATERWAY Legal Description RE -PLAT OF TR C MIAMI SHORES BAY PARK ESTS PS 64-97 LOT 15 AK 5 LOT SIZE IRREGULAR OR IJ702-870 0688 1 See attached survey for exact property information. .•/ , JI LOT 14 8S= BLOCK 5 o ry 38,g Tw o � STORY - S61 J AF )p 1 ' I�sp fit 2p� � TFjP� a • • , � ��` R • .•� • h •• • -Wfi • •••• 5.50 � '�. � b • sees �% • ' LOT 15 .._.ti,. :� _:'',gyp. •�..• .f sees •��1"+• • • ' .;..•s•ss:s• 45' BLOCKS • / **.so .*8.3Q.! 3 •ssiso •• ••• 4 s�o • ♦ 4 '. ••: p ? • • / sees:• •• see •; : •: �• ••• 1 4 31 Length ° �:`�5�,•''�`' 139396 1 Existing 5,000 lb boat lift and access platform to be remain / Exist. unauthorized FVP to be removed D5 Trio 9le Site Plan (Existing Conditions) Scale: I" = 20' Q 110.11.2019 Changes per Contractor Qj 109.18.2019 Changed boatlift location REVISIONS Existing Concrete w, T—Pile & Panel S� Seawall and Cap To v / : 9 •. Remain �',O,c�'•;cL O ,�.•C? Length It% %— 36.82' ftl PERM NOTE: • ir' Existing Cleats, Ladders, Piles and Fish Cleaning Table To Be Removed Dock Repair Christopher & Monica Savits 1460 NE 103 Street Edward A Landers PE Inc PE License 1 038398 7850 Nw 146 Street 1509 Miami Lakes. Florida 33015 (305) 823-3938 DSN I DWN WRT DATE: 01.23.2018 PLOT 240 DWG Na 1450 SP 240 DIRECTORY MM Sheet 1 Four (4) additional 12"0 boat lift support piles 'RER - tvA`r URAL RESOURCES DIVISION FINAL APPROVAL OVAL NAME DATE - Framing Plan Four (4) existing _. 4' 12'0 wood dock �� c —, ale 1 /4 piles to remain D- 6 1 � 2 Dock Elevation DEC 2 4 2019 5.45' NGVD 1. 514 Azek Harvest Collection Wood Decking with (2) • • 3 NATURE:L RES.^�1RGr, �IytS10N 110x2-1/2" S.S. Wood Screws per stringer • • DEPARTMENT OF REGULATORY AND ECONOMIC RE'SOURCES 2. 2x8 stringers @ 16" max spacing _ 5 4 _ _ _ MHW 1.84' NGVD Existing Concrete T-Pile & Panel Seawall and Cap To Remain � j�6gIId[� NOV 12 2019 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES NATURAL RESOURCES DIVISION MLW -0.19' NGVD Existing Berm Dock Section Scale 1/4"= 1'-0" J. 3x10 substringer with (2) '0 Thru Bolts into Wood Dock Piles and Drop Hangers 4. Hurricane strap Simpson H2.5A (FL 10456) with (5) 8d nails each leg (12" Hurricane Straps) 5. 6x12 Drop Hanger with (2) J'0 Wedge Anchors Into New Seawall Cap, Minimum Embedment = 4" 6. 2x8 ledger board with 170 wedge anchors 0 36" on center into seawall cap, minimum embedment = 4" (4) existing 12"0 Dock Piles To in .••.:. • • • ON NSE L1J ; . U j ' 4F : 2 Dock Repair Christopher & Monica Sovits 1460 NE 103 Street Miami Shores Florida 33138 Edward A Landers PE Inc PE License / 038398 7850 NW 146 Street /509 Miami Lakes, Florida 33016 (305) 823-3938 Edward A Landers. P.E. DSN I OWN WRT DATE 01.23.2018 PLOT 48 M ER • Np[URAi. RESOLR P AL N NAME DATE Existing dock piles to remain Existing unauthorized framing to remain, - 4, new wood decking Finished Grade 0 Existing Concrete T—Pile & Panel Seawall and Cap To Remain �.ER • ►'JIJURAL RESOURCES DiVISf��I y FINAL APPROVAL NAME DAB - e Stringer Ll Decking S E E � Decking E �L O O Drop Hanger S L S DEC 2 4 I � :...:. 2019 Substringer e NATURAL RfS Bolts © center U e *;Astrinc*eree,e AE'°ARTMENT OURR .S 01VISEON of piles Pile Connection Detail Drop Hanger :�18�ai1 AND ECONOi3FMIC RESOURCES SOURCES eeee.e :...:. Four (4) additional 12"0 boat lift support piles 14' Boat Lift Section Scale 1/4 "= 1 '-0" Bolt Diameter 5/8" 3/4" E = End Dist = 4D 2 1/2" 3 L = Edge Dist, Loaded = 4D 2 1/2" 3 S = Spacing = 4D 2 1/2" 3 U = End Dist, Unloaded = 1.5D 15/16 1 1/8 NDS Bolt Spacing Requirements 1 0 _ MHW 1.84' NGVD MLW —0.19' NGVD 4104q:� Nov ANOMt Existing Nq�F BermhSR pcF�q ?FG?0&1'vA�so��9 ro,r �S70w . e 0000*0 �=0.P LAND$ QO •�N S E A)) No �G _"'� 'W: °W' ..p =. S� Dock Repair Christopher & Monica Sovits 1460 NE 103 Street Miami Shores. Florida 33138 Edward A Landers PE Inc PE License f 038398 7850 Nw 146 Street 1509 Miami Lakes, Florida 33016 (305) 823-3938 A DSN DWN WRT DATE 01.23.2018 PLOT 48 DWG No. 1460 PP 48 DIRECTORY M Docks Sheet 3 GENERAL NOTES: 1. Construction to follow the Florida Building Code 6th Edition (2017) and amendments as applicable and all Local, State and Federal Laws. 2. Licensed contractor shall verify the existing conditions prior to the commencement of the work, Any conflicts or omissions between existing conditions or the various elements of the working drawing 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 in connection with their work. J. Do not scale drawings for dimensions. , b c� 4. Any deviation ord/or substitution from the information provided herein shall be submitted to the Engineer for approval prior to commencement of work. o 5. All unanticipated or unforeseen demolition and/or new construction conditions which require deviatiorr� from the plans and notes herein shall be reported to the Engineer prior to commencement of work 0 6. All new work and/or materials shall conform to all requirements of each administrative body having jurisdiction in each pertaining circumstance. 7. All new materials and/or patchwork shall be provided to match existing materials and/or adjoining work where practical except as specifically noted herein. 8. Licensed Contractor to shall use all possible care to protect all existing materials, surfaces, and furnishings from damage during all phases of construction. 9. Licensed Contractor to verify location of existing utilities prior to commencing work. 10. The Licensed contractor to install and remove all shoring and bracing as required for the proper execution of the work. 11. Licensed Contractor to obtain all permits as necessary from all Local, State, and Federal agencies. PILE DRIVING: 1. Pile driving operations shall be observed by a special inspector, including test piles sufficient to determine the approximate length required to meet design capacity. 2. Piles shall be driven using an approved cushion block consisting of material so arranged so as to provide the transmission of the hammer energy. J. Piles shall be driven to required capacity a minimum of 8' into berm or refusal. 4. Piles shall be driven with a drop hammer or gravity hammer provided the hammer shall weight no less than 3,000 pounds, and the fall of the hammer shall not exceed 6'. 5. Piles shall be driven with a variation of not more than J inch per foot from the vertical, or from the batter line indicated, with a maximum variation of the head of the pile from the position shown on the plans of not more than three inches. 6. Where piling must penetrate strata offering high resistance to driving, the structural engineer of records or special inspector may require that the piles be set in pre -drilled or punched holes. The piles shall reach their final penetration by driving. CONCRETE NOTES: • 2. O U c _JJ. w w Er C_ C 2 �ZZS. w o Cr Mw _J 6. f'Q4 Z0< 7 Concrete shall conform to ACI 318 (latest edition) and shall be regular weight, sulfate resistant, with a design strength of 5000 psi at 28 days with a maximum water-cementitious materials ratio, by weight aggregate concrete of 0.40. Owner shall employ and pay for testing services from an independent testing laboratory for concrete sampling and testing in accordance with ASTM. Licensed contractor is responsible for the adequacy of forms and shoring and for safe practice in their use and removal. • • • • • • • e Reinforcing steel shall be in conformance with the latest version of ASTM A615 Grade 60 specifica6we <D/ reinforcement shall be placed in accordance with ACI 315 and ACI Manual of Standard Practice. ...... :""' Splices in reinforcing bars shall be not be less than 48 bar diameters and reinforcing shall be cogieme *ce; aroupu•91 • corners and change in direction. Continuity shall be provided at corners or changes in direction bybeoding the longitudinal and steel around the corner 48 bar diameters. e e • e • • • • •e •• •ee• For repair of defective, cracked or loose concrete areas must be cut out, the rebor must be cleaM,,:coated with zinc and repaired with at least 3" of expoxy-concrete mix or gunnite concrete with sulfate -resistant cement. ; • • • • • Concrete cover shall be 3" unless otherwise noted on the approved drawings. PILE NOTE: .... 1. Wood piles to be 2.5 lb. CCA treated in accordance with AWPA standard C18. 2. Wood piles shall be driven to a minimum bearing capacity of 10 tons. J. Wood piles shall be a minimum diameter of 12". 4. Concrete piles shall attain 6000 psi compressive strength in 28 days. 5. Concrete piles shall be reinforced with four - k " 0 to -lax strands, 270 kips, and 15 spiral ties. 6. Concrete piles shall be 12 x12" square, minimum length of 20'. 7. Concrete piles shall be driven to a minimum bearing capacity of 10 tons. WOOD DOCK NOTES: FRET - NATURAL RESOURCES DiViSSON 1. All materials to be pressure treated pine unless otherwise Inoted. FINAL APPROVAL N MI E 1 2. All frame work materials to be grade 12. i O 4 I E J. All Decking materials to be grade 11 unless otherwise noted. ill 4. All hardware to be Stainless Steel unless otherwise noted. FNA ATU SOURCES DIVISION EAXg)Eg%7�@ELI A Y APPROVAL 'NOV 12 2019 -- DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES NATURAL RESOURCES DIVISION Dock Repair Christopher & Monica Savits 1460 NE 103 Street Miami Shores. Florida 33138 Edward A Landers PE Inc PE License / 038398 7850 NIN 146 Street 1509 Miami Lakes, Florida 33016 (305) 823-3938 Edward A Landers. P.E. • • A • DSN I DWN WRT DATE 01.23.2018 PLOT 48 DWG No. 1460 FP 48 DIRECTORY M Docks Sheet 4 General Notes: • Design in accordance with Florida Building Code, 6th Edition (2017). • This lifting structure has been designed to withstand wind loads associated with speeds of V (ult) = 175 MPH, (3 Second Gust) Exposure 'D' without a boat on the lift per ASCE 7-10 using above ground sign/wall method. The lifting structure including boat has been designed to withstand wind speeds of V (ult) = 73 MPH in Exposure V. • Boats shall not be stored on lift during high wind events. • Do not scale drawings for dimensions. • 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 installation of the work. • Licensed Contractor to obtain all permits as necessary from all Local, State, and Feder&• • •: • agencies. • • Aluminum: Material 6061 T6 Aluminum, all welds are min. i" full fillet weld .us+'� 5556 fill ielloy, all welding must conform to AISC steel construction manual 14th ED as inspeE�ad. and verified by others. The contractor is responsible to insulate aluminum members from -dissimilar metals to prevent electrolysis. 966060 • • Aluminum members in contact with concrete and wood shall be protected D}r;°Kbppers QitWmfhpus Paint" or Polyethylene Tape UHMW (ultra high molecular weight). 11.7 mils Jd.v mm) mine Votal thickness in accordance with current Florida Building Code. • • All anchors to be Hilti Brand or Approved Equal. All bolts shall be hot dipped gglvanizelivr• % stainless steel & meet the requirements of ASTM A304 with hardened washt"trnV hex putt. Washers shall be used between wood & bolt head & between wood & nut. Where gener%:.. • fasteners are labeled in details, capacities shall be equal to or greater than Hilti Kwik Bolt 11 or Red Head thru bolts SAE Grade 5 or better. Embedment depths specified herein are depths into solid substrate and do not included thickness of other finishes. • MW Engineering has no control of the manufacturing, performance or installation of this product. These generic plans were engineered in accordance with accepted engineering practices and data provided by the manufacturer. n n (_''• , j B NOV 12 2019 View T D �� Plan Y 1 e w DEPARTMENT OF REGULATORY � Scale: 3/8" = 1 '=0" AND ECONOMIC RESOURCES DEC 2 4 2019 NATURAL RESOURCES DIVISION NATURAL REsOURC� AEPA PTMENT '-S Dt�iSf©N AND E'.GNO MICjC REGU�ATQRY RESOURCES DATE NOM/ftVIMM NOT VALID UNLESS SIGNED WITH SCALE 32 ORIGINAL ENGINEER'S SIGNATURE MW, ENGINEERING, INC NEPTUNE BOAT LIFTS DATE AND RAISED EMBOSSED SEAL 6810 NORTH STATE ROAD 7 Proposed o2.,4.20,7 30 000 Ib 228 SW 21 Terrace DRAWN BY: � wRr COCONUT CREEK, FL 33073 Fort Lauderdale, Florida 33312 CHECKED BY: WM Mob: 561-305-0476 I Ofc: 954-617-8143 4- Post Boat Lift Phone: 954-524-3616 JOB No: 30 — 35 4 pile lift MARK E. WEBER, P.E. ineerin net E M .wn Fax: 954-524-3604 LICENSE #53895 I CA 30702 WWW9� 9• Sheet eee e. eee DATE 15' 1 20' Typical Cross Section A —A Scale: 318- = 1'=0" NOT VALID UNLESS SIGNED WITH ORIGINAL ENGINEER'S SIGNATURE AND RAISED EMBOSSED SEAL MARK E. WEBER, P.E. LICENSE #53895 1 CA 30702 'ood Pile or 'oncrete Pile (2) � 0 Wedge Anchors Into Concrete Piles 3" Minimum Embedment Wood G1 --/ Concrete Pile A DEC 24 2019 NATURAL RESOURCES DIVISION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES 0.50"0 T 12" MW, ENGINEERING, INC 6810 NORTH STATE ROAD 7 COCONUT CREEK, FL 33073 Mob: 561-305-0476 1 Ofc: 954-617-8143 WWW.MwEngineering.net (2) 21"0 Lag Bolts Into Wood Piles 3" Minimum Embedment enter Line of ile (Typical) iter Line of (Typical) Wood or Concrete Pile ® 5" Mounting Bra cke t Detail Proposed 30,000 Ib 4 - Post Boat Lift NEPTUNE BOAT LIFTS 228 SW 21 Terrace Fort Lauderdale, Florida 33312 Phone:954-524-3616 Fax: 954-524-3604 M� v .� ... —� Z y :.. . . C MAP ... . '.-n n m+ o p C <_MS Nn0 N '� _ Z irh,H "' 32 DATE: 02.14.2017 DRAWN BY: WRT CHECKED BY: WM JOB No: 30 — 35 4 pile lift Sheet 2 e wre Components Mark Component Description Material A Top Carrier Assembly (2) Channels Required Per Carrier Assembly 8" x 5.787 Channel, Length = 15' B Carrier Beam End Plate" x 8" Flat Bar, Length = 11" C Drive Shaft Bearing Block Aluminum Block - 2" x 3" Flat, Length = 8" D Drive Shaft 1 4"0 Galvanized Pipe E Top Carrier Flange Connector Plate x 2" Flat Bar, Length = 12" F Sheave Pulley Plate" x 6" High Flat Bar x 5" Long with 5" Diameter Pulley G Stainless Steel Wire Rope " Diameter 7 x 19 Stainless Steel IWRC Type 304 Wire Rope H Lifter Beam AA 12x14.3, D = 12", Bf = 7", Tf = 0.62", Tw = 0.31 ", L = 16' Bunk Bracket Support Angle $" x 2" x 2" x 22" Long Each Side of Lifter Beam J Guide Post Socket 2" Diameter (Nominal) Schedule 80 Aluminum Pipe K Motor and Gear Box 1 Horse Power, Double Worm Gear Box L Top Carrier Connector Bracket Plate �' x 4" x 12" Long NOT VALID UNLESS SIGNED WITH ORIGINAL ENGINEER'S SIGNATURE AND RAISED EMBOSSED SEAL MARK E. WEBER, P.E. LICENSE #53895 1 CA 30702 f DEC 2 4 2019 NA-1 UPAL RE:'OUl ,, L11ViStt3N DEPARTm,,„E7NT OF REGU Ry AND EC,Gf. pRi1C RESiCE:OUnCE5 MW, ENGINEERING, INC 6810 NORTH STATE ROAD 7 COCONUT CREEK, FL 33073 Mob: 561-305-0476 1 Ofc: 954-617-8143 WWW.MwEngineering.net Cross Section B-B Scale: 318" = 1 '=0" Proposed 30,000 lb 4 - Post Boat Lift NOV 12 2019 DEPARTMENT OF REGULATORY salty ECONOMIC RESOURCES NAI URAIN SOU BOAT LIFTS 228 SW 21 Terrace Fort Lauderdale, Florida 33312 Phone: 954-524-3616 Fax:954-524-3604 • • • • • bU.A.0 32 DATE: 02.14.2017 DRAWN BY: WRT CHECKED BY: WM JOB No: 30 — 35 4 pile lift Sheet 3 (4) 2,14P Preck klotwrs 240V120AMP t 2 wire, # 12 oor d ;1 From Control x ao � (( 4 1 l •i I • • I • New 24OV160 AMP Control Oox ••• Witt, Disconnect switC.ri • • j New -F1 Receptacle ' , �• • �-- f A ` "ALL DEWCES AND MOTORS SWAU BE LISTED I • A S PER NRL NEC 110 C• DEC 2.14 2019 G i I 'iWLIEAL RESOUK �-, MIVISION DEPARTMENT CIF REGULATORY # I sy AND ECONOMIC RESOURCES tIAIj a AMP 8, Pa N. LAfV, .� .°`° ELECTRICAL REVIEW p�p'��GENS�•• :,�5 '. APPROVE ATE [Dock Floret I s I = �5 �'• TAT- i Ft ELECTRICAL LAYOUT DATE Christopher & Monica Savits 1460 NE 103 Street 12/2/1 9CALE ELECTRICAL PLANS Miami. Shores, Florida 33138 :r-1Y LDWARD A (,ANDERS PE INC PE Licensa A 030398 DWG No, 6FV 7850 NW I46 Streek # 509 Miami L&ac, FL 33016 EE'c (305) 823-3936 EdNgfr'. A LVnr}•r8 I.F- • f I • ! �• • Y i • !••••• • •••• -49