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PW-16-323 llv �t 3 � 0 INSOPECTION RECORD — ---- ----- POST ON SITE Permit NO. PW-2x16-323 o,ees g Permit Type:Pudic ork8 ti Miami Shores Village�M 10050 N.E.2nd Avenue .... �_ � Miami Shores,FL 33138-0000 Work Classification:PUbtiC Works Phone: (305)795-2204 Fax: (305)756-8972 +toRiDA issue Date: 6/17/2016 Expires: 09/15/2016 INSPECTION REQUESTS: (305)762-4949 or Log on at https://bidg.miamishoresvillage.com/cap REQUESTS ARE ACCEPTED DURING 8:30AM-3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day inspections. Public Works Parcel #A 132060132480 Owner's Name:MIAMI SHORES VILLAGE — r/�l „�, .5'TT `� � Owner's Phone: Job Address: -3 �°`�� ST�' = s�`+� �`+� a�> Total Square Feet: 320 Miami Shores FL Total Job Valuation: $ 500o 500;000.00 Bond Number: ��Sd _ '`� .i.+ �a�►` WORK IS ALLOWED: MONDAY THROUGH Contractor(s) SATURDAY 8:OOAM 6 OPM FRIDAY,8.00AM-7:OOPM. Phone `'r Primary�Contractor LAYNE HEAVY CIVIL, INC. (812)865-3232 Yes NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. S40 oX Cxa-�. s L O Jt -r3t� ��e ve. +- �G�-Q I`'a rc.�� ��- T'"/)c �cYrO S/�- C7�t.r s/�- /�O.rN►- a/t� ���J� Li. 10/&M, . g,/,f/ Y-,J�L. — 0,jz� WAI civ 3A Geo^- ,°a,�e�- d�.t.( "�- �.Ll��'�' j`r� C�✓� NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. ' INSPECTION RECORD STRUCTURAL ZONING PLUMBING INSPECTION MDATE INSPECTION DATE INSP INSPECTION DATE INSP Foundation Zonin Final Stemwall ZONING COMMENTS Rough Slab Water Service Columns 1st Lift 2"d Rough Columns 2nd Lift Top Out Tie Beam Fire Sprinklers Truss/Rafters Se tic Tank Roof Sheathing Sewer Hook-up Bucks Roof Drains Windows/Doors ELECTRICAL Gas Interior Framing INSPECTION DATE INSP LP Tank Insulation Temporary Pole Well Ceiling Grid 30 Day Temporary Lawn Sprinklers Drywall Pool Bonding Main Drain Firewall Pool Deck Bonding Pool Piping Wire Lath Pool Wet Niche Backflow Preventor Pool Steel Underground Interceptor Pool Deck Footer Ground Catch Basins Final Pool Slab Condensate Drains Final Fence Wall Rough HRS Final Screen Enclosure Ceiling Rough r' Driveway Rough PLUMB NG COMMENTS DrivewayBase Telephone Rough �' Tin Ca Telephone Final e /::nk a,all 4j C Roof in Progress TV Rough Mop in Progress TV Final Final Roof Cable Rough Shutters Attachment Cable Final Final Shutters Intercom Rough Rails and Guardrails Intercom Final MECHANICAL ADA com liance Alarm Rough INSPECTION DATE I INSP Alarm Final Underground Pipe DOCUMENTS Fire Alarm Rough Soil Bearing Cert Fire Alarm Final Rou b Soil Treatment Cert Service Work With Floor Elevation Survey Ventilation Rough Reinf Unit Mas Cert ELECTRICAL COMMENTS Hood Rough Insulation Certificate Pressure Test Spot Survey Final Hood Final Survey Final Ventilation Truss Certification Final Pool Heater STRUCTURAL COMMENTS Final Vacuum [l MECHANICAL COMMENTS \4 F SPECTION DATE INSPnal Sprinkler Final Alarm �� P 2/22/2017 Miami-Dade County Building Department c t� e-Permitting Search:,_..,......_w...._._ ` 3 10 s MIAMI•DADE MUNICIPAL INSPECTION REQUIREMENTS AND RECORD 02/22/2017 MUNICIPAL NO.2016-041728 FOLIO: 1132060132480 JOB SITE ADDRESS 135 NE 97 ST✓ PROPOSED USE GOVERNMENT FACILITIES /NEW PUMP STATION LEGAL MIAMI SHORES SEC 1 AMD PB 10-70 APPLICATION TYPE NEW 320 SQFT 1 UNITS 1 FLOORS OWNER NAME MIAMI SHORES VILLAGE CONTRACTOR QUALIFIER PERMIT TYPE MUNICIPAL BLDG CATEGORIES 0001 MUNICIPAL GENERAL BUILDING DATE: 2/22/2017 PROCESS NUMBER: M2016006155 NEW*AMOUNT PAID 199.68 DERM 1 UP FRONT FEE-80.00 FIRE 320 STORAGE AND 1 117.00 FIRE 320 FIRE UPFRONT 34.32 FRWK 117 1ST FIRE MAJO 117.00 FRWK 117 2ND FIRE MAJO 117.00 UPMU 1 UPFRONT FEE F 25.00 5/10/2016 09:10 BNZWEB1 181605100185 WEBIPAS 199.68 MUNICIPAL INSPECTION REQUIREMENTS AND RECORD 02/22/2017 MUNICIPAL NO.2016-041728 PROCESS NO. M2016006155 FOLIO: 1132060132480 JOB SITE ADDRESS 135 NE 97 ST PROPOSED USE GOVERNMENT FACILITIES/NEW PUMP STATION REQUIRED INSPECTIONS INIT DATE FIRE 0001 FIRE INSPECTIONS RECOMMENDED 200 FIRE HYDRANTS 208 FIRE TCO INSPECTION 211 PRELIMINARY 209 FIRE FINAL MUNICIPAL INSPECTION REQUIREMENTS AND RECORD 02/22/2017 MUNICIPAL NO.2016-041728 PROCESS NO. M2016006155 FOLIO: 1132060132480 JOB SITE ADDRESS 135 NE 97 ST PROPOSED USE GOVERNMENT FACILITIES /NEW PUMP STATION INSP INSP INSPECTION DISP RESULT INSP TYPE DATE !— COMMENTS ------! CODE DATE INIT 209 1/24/2017 1 STORY, 320 SQFT. 135 NE 97TH ST, M 002 1/24/2017 DGARY 209 2/8/2017 135 NE 97TH ST, MIAMI. 1 STORY, 320 003 2/8/2017 JABALIT 209 0/0/0 135 NE 97TH ST, MIAMI. 1 STORY, 320 000 0/0/0 http://egvsys.co.miami-dade.fl.us:1608=WWS.ERV/ggvt/BNZAW922.DIA?PROS=M2016006155 1/2 .5; �r r e� „' �� � `� I. 1�:`� •�`r •..y ter{ t ..t111�;':il'��•-� •{����4rrilr,'rdt �,r.� 1.7. rN;e �i�s�C''� 'I.Iu:•J�,�, �4��_ , fl i:"• S� •,�{:yrfY t! i}l i �.•, r j�'S 11:.• Yi'�•�• ����''' ,`.,� �{'1' r,7.r}�'};•�t �4 j};'t1ji , YI,t rw�i::i�� iAt'4 _t'T'•}�i r .'1 ' hs:��• � �%:�` ��,+ +�t: r L�•13.' t 1•. 9t�,1/bb�i�+1-1Y• r+�o ! ft•�• y� 7YN••��yj�_ ! • � `• •_ i •fir,''_ '9 _ _ +"may y; * yt�� �Y �- ,+� .tete ��� f Ir t L� IY �9t�. Cry�+. tl~ r �' _ ?S��' ;4 7y•. ry' f�rf�'���iy}q`` 6?rf�7�"'T v.' a * 3 �, �ri`•I�r.1~: .?iZC'Y••3[ilRri(FW'r.�;;n�.:iJiK.te. Y:.r `:!!.�w�!�"'1 '111,31' `...t; •'. �. .w�l11Rt�•,:.. �ri'iw. ^"•P'- 'fi'•�"�•r3�' r'•.-�:i ''!s 1 r- 3nw...�". Y'�•�f 'S �' t r �• .t t• 4 • • • •• • � r � 'c. 4r'•r. R . • •• . NoRYPNIMMM.• Ni.• • � r..•• (�. !l. J•.M Y'f \� • _ ♦ _fir • X11 ••1 �•rML 4!�. .1• '� �-`� M' M ��� J.' t ti' q •rte:. - :d•:o { � •li..•iy !Y " �, ..v '1310� Lt S. ' #! ,�;:. 'r J. - w` •2r •tie'4. r •.• - 4"r > > J- 11.k' '''�•. °` �.,. ��r;;<�- ;mss- ,.�^`�-��� �"r- _ '•s � "�>, ' •.4 ,f- ��.��_ t '� ` �t °s�.��'-, ` �>, g �;�-;`�.- �'�� �,•�,-� t . .ti %,. •L• t� Imo.' • .~ � •J• -•,.�47�.� • � � � t: .r .�! �.1: Z�rr.;Jy1N �'�: •t ��-i.lk T17�r�• ` J}f .ter. 7Q' •+i`lbt�' .16' 11 1 f �.L. t '!f r 'r .�}�•h ~ {•r _ k • N Y �+•• 7�t �� 5'.�r' er l�.ii'`•:r'� Y ee � t�. . ,.t 1 — �i•t ��� '•4�+'�• ��.��,{]��j'7��yN"y r �� r,• ,e 'k� q '�•• a..��� r�.•rr Miami Shores Village J- (So�) z'N-LIgaBuilding Department FEB 0 4 2016 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201 Ll BUILDING Master Permit No.,Pw ((.o PERMIT APPLICATION sub Permit No. FE]BUILDING ❑ ELECTRIC ROOFING ❑ REVISION EXTENSION RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: NE -NW 97th Street City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-3206-013-2480 Is the Building Historically Designated:Yes NO X Occupancy Type: NSA Load: NSA Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):Village of Miami Shores Phone#:305-795-4857 Address: 10050 NE 2nd Ave City: Miami Shores State: FL Zip: 33138 Tenant/Lessee Name: Tom Benton (Village Manager) Phone#:305-795-4857 Email: bentont@miamishoresvillage.com CONTRACTOR:Company Name: Layne Heavy CMI, Inc. Phone#: 812.865.3232 Address: 4520 North State Road 37 City: Orleans State: IN Zip: 47452 Qualifier Name: Michael P Burton Phone#: 812.865.3232 State Certification or Registration#: CGC1522402 Certificate of Competency#: DESIGNER:Architect/Engineer: CPH, Inc. Phone#: 305-274-4805 Address: 1992 SW 1 st Street city: Miami State: FL Zip: 33135 Value of Work for this Permit:$500,000 Square/Linear Footage of Work: 320 S.F. Type of Work: ❑ Addition ❑ Alteration Q New ❑ Repair/Replace ❑ Demolition Description of work: Construction of Miami-Dade County Water& Sewer Regional Pump Station. Specify color of col thru tile: Submittal Fee$_ Permit Fee$ 151000 ' Ov CCF$ 330 • y0 CO/CC$ �� O Scanning Fee$ - Radon Fee$ aq5•�� DBPR$ '225•c1 Notary$ Technology Fee$ Llf13.0c--� Training/Education Fee$ (L-Q • O C7 Double Fee$ Structural Reviews$ 1 W'00 Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) N/A 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 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 Michael P Bu on OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this —Iqh day of by 28th day of January 20 16 by 16M-&- 4TA who personally know to Michael P Burton who i personally known o 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: Sign: Print: Mao Print: Lisa R Parker Seal: Seal: 0 A BAR9ARAtiESTEP +`T<"'+ LISA RENEE PARKER MY COMMISSION M FF 073975 y ;i �Iy�L �`.`tn,.osG 5' '�Notar Public, State of Indiana � ' oun Orange e { rc EXPIRES:March 29,2018 :*_= 9 County Bonded TMuNotaryPublicUnderwriters ,SEAL; Commission 8 652342 M Commission xoi s *********** ****************** *lr oiia �yJ4�*** �rurt+ APPROVED BY ��' Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) MEP STRUCTURAL INSPECTION REPORT Structural-Building-Mechanical-Electrical-Plumbing-Fire Protection DATE PROJECT/j5W44Aoe 'y� 1"M MEPS FILE No. LOCATION PERMIT No. OWNER CLIENT PROJECT No. CONTRACTOR INSPECTOR ;11d,*r' INSPECTION TYPE: ❑STRUCTURAL ❑BUILDING ❑MECHANICAL ❑ELECTRICAL❑PLUMBING ❑FIRE ❑UNDEUX(sf RGRODUNNDD ❑ROUGH ❑PARTIAL ❑IN-PROGRESS EIRE-INSPECTION []FINAL / INSPE TED: Inspection Code(s): Building(s)/Area(s): Room(s): Floor(s)/Elevation(s): Column Line(s): Gridline(s): COMMENTS: an Z25c red .fe�'crr / ,G 912, �f ITEMS OF NON-COMPLIANCE REQUIRING RESOLUTION: ❑ DISPOSITION OF INSPECTION: APPROVED REJECTED E] PENDING (Re-Inspection Required) (Submittal Required) ❑ DISTRIBUTION: ❑OWNER � .• .�� �. •.. `�' ❑ BUILDING DEPT. r E]CONTRACTOR E]ARCHITECT LICENSE No. D2$,3 ❑ ENGINEER ❑ FILE ❑OTHER SIGNATURE .. Received By MEP STRUCTURAL Engineering&Inspections,Inc.•.,.. 3730 Coconut Creek Pkwy Suite 100. Coconut Creek, FL 33066• Ph:(954)979-8637• Fax: (954)979-0879. EB0009224 www.mepstructural.com HECTOR F. VER GARA P.E. Florida Licence No. 25764 CONSULTING ENGINEER P.O BOX 970504 COCONUT CREEK, FL. 33097 PHONE (561-718-3535) Date: Oct. 11, 2016 Emergency Generator Building Miami Shores Village SHORING CALCULATIONS Prepared by: Hector F. Vergara P.E. l6 Pages I Thru .. .... 0 - /� 3.:. -.. ... ::: ..-...�� ....... . .. .... . .. .. . . . .. . .. . ......... . . ... ... Cy H ...... .-.../.33 x/6.3.....=. 217 y•/�.. ......... .. ....... ...... ... . .;;-9._ ._ x 2- ..... . t ...... s,. j5: e-n $ ...... .. ..... .. ...........0� 7. . .. ... i S,' `,x-t1L !G ✓a�s�, . ...... ........... 2/7 .. . . .. .... . z ......... .. Hector F. Vergara P.E. Emergency Generator Building DATE: PO BOX 970504 MDWSD:Miami Shores Village COCONUT CREEK, FLORIDA 33097 io�Li��e FLORIDA REG. PE:25764 SHORING CALCULAnONS TEL: (561)718-3535 sueuEcr_�O /�6 .��c11lJ OCA , ... .. .... l...y.... /' iii/ / ..... . ... . ........ J. ... .......... �..... .. .. ... .... .. .). . v .. If ..... ....... ..... s ' ....... ... .. ... ... ........ ....... .... .. ... .. . .. .�... rte. . ... ....... Gni .- _ �. �"o..... jc, ....y.. / �... .. ... ... /� � .. max. .. ...... .. ... . ... ...... . .. ...... ... s ... . ........... .. . ........ ... . vow. ... ... . a .. ........ Hector F. Vergara P.E. Emergency Generator Building DATE: PO BOX 970504 MDWSD.-Miami Shoves Village COCONUT CREEK,FLORIDA 33097 io�,a�ae FLORIDA REG. PE:25764 SHORING CALC TIONS / PAGE r TEL: (561)718-3535 Sue�Ecr G —ITI-5 2 HECTOR F. VERGARA RE PROJECT: P.O. BOX: 970504 SUBJECT: TABLES-RS-1 COCONUT CREEK, FL, 33097 BATE, 03102106 PAGE: 153 DESIGN TABLES Table; SAFE SPACING IN INCHES OF SUPPORTS FOR PLYWOOD SHEATHING CONTINUOUS OVER FOUR OR MORE SUPPORTS Mhatmurn doNceb�n t')GQ a(6plrlt.LUl nn mne¢;lun in in. SIleyyaee.Pl'A%pimcxnn(efor d11711»Wnc!%(0 SOpyrtlrr1 SIMs5vtmduport!arlw.gqCr'nWondm.isel5irkwgitw!IR5 grrdn.cI Gm j}I ptyr.C+Y1.E lYrtiMM I:f riallaCUM calaitelh t . d Grnup I pywfr 1. r.wNirkmil t+cx:Iutkcft i catt(.wwm Prmufr or 13M :�:tra,pane• :Cv tmw(i fi&t Rnwho 5necr-(:1:•4 Z'=1—,Ox 1030 rs! Robvi Rn6v=`:7 rx! Sanded licW955.bvm Sanded lieli(ten.1we t xie-d•,Lkrmi.,(6:B 5nnded flcRxvB.Iwo gin Parte to span g+6iu pe rwelcutu to span Aran parSd In sxn yrr0 n pC rr&YI:=r to open f' %, 1• !A ?r 14� 1. A. ?.. }r.. 1. 31. ?.. Nr 1. 7.9 20 23 r 26 31 10 14 18 7.5 20 23 2G 31 10 14 i8 25 100 18 21 '24 29 9 13 17 2:1 18 21 24 29 4 13 17 P3 .25 16 20 23 27 8 12 15 22 16 20 23 27 8 12 15 22 150 15 18 21 26 4 11 14 21 15 18 21 26 8 12 14 21 175 15 17 20 25 7 10 14 20 i5 17 20 25 7 10 1f 20 200 14 17 1Q 24 7 10 13 10 14 17 19 24 7 10 13 10 300 12 15 17 22 6 9 11 16 12 14 16 20 5 9 11 16 400 11 13 15 20 5 8 10 15 10 12 t4 10 5 8 10 15 500 10 12J 14 18 5 7 10 14 9 11 1Z 16 5 7 10 14 DOO 10 11 +13 10 -5 10 0 10 11 14 5 7 a 700 9 11 12 15 5 7 9 12 8 0 10 135 7 1 8 - 12 r---- 500 8 10 11 14 4 G 3 12 7 9 10 12 4 i 6 7 12 9'30 8 9 10 13 4 6 B 11 7 8 r3 12 4 � 5 7 1111 1000 7 9 1D 12 4Ps 7 11 7 Iz H 9 11 4 5 6 10 1100 7 8 9 12 4 G 7 11 6 -e„i 8 11 4 5 G 9 1200 7 8 9 11 4 5 G 10 6 7 18j 10 4 4 v 8 1300 1. 8 9 11 4 1 5 G 9 !i 7 8 9 4 11 5 0 1400 6 7 8 10 4 S 5 6 4 5 G 7 9 — 4 5 7 1500 G •— 7 ! g l-10� 4 1 4 5 8 5 6 7 8 — 4 5 7 1606 5 7 1 8 4 5 8 5 6 7 B 4 4 7 1700 5 G f ' 7 1 wu— 4 5 7 4 5 6 7 — 4 4 6 1800 5 6 7 9 — 4 S 7 4 5 6 7 — — 4 6 1900 5 6 7 0 4 6 7 4 5 6 7 — — 4 6 2+'x10 6 6 7 H — 4 4 7 4 5 6 7 — — 4 G 22(10 4 G 6 7 — 4 4 6 4 5 5 G 4 5 74UO 4 5 6 7 — — 4 6 4 4 5 6 — — — 5 2600 4 5 5 6 — — 4 5 — 4 5 5 — — — 5 ;R(K) 4 4 5 6 — — 4 5 — 4 4 5 — — — 4 3,00.0 4 4 5 G — -- 5 11 — c 4 5 — — 4 Note: Atcvc saW iWie deAr-crion controls spam.ik.-bw doshild&-Ie,.offing shear gwvrrr;;.;tetter+11 s r;rrss Lending ccoNr s. Spans arta divert crinlpr;c canter of sun):-,r).%rr&:irr.(rrrg"/?in,support wkith fry:spear spans.tf suppcuf oto 01am-ril width are used,de(a0ed carcu;:rliu'is srt4urd be mads to chock s)nris ni 1he range ncwf shown as cunttrarfad by shear. Cercustkw;s ftie diene(rit.%Ws are based on w0kk:ptoper*les given Er:Tab&% 1-3. rf B-8 01as2 t cancrety lorn*Ig gr;,(1e of p�rweW used.Cateutafibns m r bo)ra xed a,,)data given to Rcforortre 4-9 fa obtain Mne'A.-:,(unrtr,r enacts. Hector F. Vergara P.E. Emergency Generator Building DATE: PO BOX 970504 MDwSD.-Mlamf Shores Mage 10/11/16 COCONUT CREEK, FLORIDA 33097 FLORIDA REG PE: 25764 SHORING CALCULATIONS PAGE s TEL: (561)718-3535 sua�ecr: 3. INC GPIE US A CALL FOR A FREE QUOTV SCAITOLDS, i PHONE:335-S48.5090 FAX*MS-W.OSIO AjUntn=Zewnc J if I Y p- A Beams *SVMONS 4"x 0.51"STANDARD AL 11MMUM JOXST YALLOWABLE UNIFORM 1.5� I 1.56' LOADING IN LBS./FT. & Muminurr.Strinver Capacfty 396mmi 390owo KG/M Span I Load',Aj SPAN LOAD span 2475 FEET METERS LBS/FT- KG/M 51 Isas 4--01' 1.22 2475 3688 6. 11,00 S.-011. 1.53 1585 2362 7' 810 15'-0'v 1.83 1100 1639 a, 620 7#-0ff 2.14 810 1207 91 4315 x 8'-0*' 2.44 620 924 10, 320 250 91-00 2.75 455 678 10, 01. 3.05 330 492 "Minimum Safe-.y Factor is,2.5:1. Minimum Safety Factor is Deflection is 11m;:e-d:,c>spsn360. ,o0' 2.0(r 2.5:1. Deffection limited to 50.ernm so so.W. span/360 Load=Dead Load Y 4- Live Load IS A.luminvm Beams and Joists are available in a wide range or lengths%%Ktb section hleah-s of 7 IM'and 6112*. Symons Aluminum Joists have a 66mm)section height and are very econorrlial for applications Involving higher slabs narrower bays. They are available In fen.-ths ranging from V(J.5m)to 21'(6.3m)in 2'(0.6m)Increments.Odd lertrzh.3 are:he mos-popular sizes for h3ndse:shoring as we!I as narrow bay fl)fng tabes. They%ve!gh only 3.6 lbsJ`t.(5.4 X_airn)includifn.v the 2*X 2 (S1mm X 51mr)r3ilin.,strip.As a ree0rtheyarevery easy to erect,s-.rlp and move.Their unique computer-op:JrrJ:c-d des!gn rakes these beams unusua!ly strong for.bier we-gh-..In fact.they can support 233lbs.per I"near (347 KVm)on a 10'(3rn)span al U360. Copyrjgr%.t 2013 F&R Scaffolds,Inc I Created ty 4 Hector F. Vergara P.E. Emergency Generator Building DATE. PO BOX 970504 M.DINS0.. MI.a mi.Shores Witage . . . . . . . . COCONUT CREEk FLORIDA 33097 .10111116 FLORIDA REG. PE.- 25764 SHORING CALCUIATZOAS PAGE TEL: (561)718-3535 SUAIJECT.. . . . . . . . . _j SHORE "X" SHORING 11K/LEG WACG� Typical Shoring Detail w/Steel Junior Beams Scetlelding II:Equipment LJOISTS STEEL STRINGER SHORE HEAD ADJUSTMENT SCREW cRo ss6 SHORE"X" FRAME FRAME LU a LL BASE PLATE SILL I� H iT}�11= I —� I #I I I 21C I f=1 I H I I_i I I_I I II I�J iJ T3� �i IJ I I— 1= SHORE-X ALLOWABLE WORKING LOADS(LBSJLEG) ADJUSTMENT UP TO 32" EXTENSION NONE OR 1'-0"TO 5'-0" 1 TIER-10 TIERS 11,000 LBS./LEG Tower over 60'-0"high,consult with the WACO Engineering Department. NOTE: 1.) Extensions 1'-0"to 2'-0"require side cross braces only. 3'-0"to 5'-0"require side cross braces and cross braces across the face of the frame. 2). The above allowable leg loads reflect a 2.5:1 safety factor. 3). Reduce allowable leg loads to 90%of above values when 2125 or 2155 cross braces are used. 4). Reduce allowable leg loads to 70%of above values when using 02xx-12, 13,or 15 cross braces. 4' 5). Reduce allowable leg loads to 90%of above values when using 0215-07 straddle brace in one level of a tower. 6). When using swivel screw jacks in a tower,consult Waco Engineering Department for allowable loading. 6 Hector F. Vergara P.E. Emergency Generator Building DATE: PO BOX 970504 MDINSD.-Mlaml Shores Village i0/si/i6 COCONUT CREEK, FLORIDA 33097 . . FLORIDA REG. PE: 25764 SHORING CALCULATIONS PAGE # TEL: (561)718-3535 sua>rEcr: • ' � P � r r N rt �r-r HUI� � � C.4 "� 8�m Kr sX rr r rr o y z N o ---- -- ----- r��� 6 11110 zm � �- - I.LL] a � n 4—i w a ;alp IA AlliIF : AX A Or SII P P• Yt N I Jo i1A TT- A All I ROOF FRAMING PLAN ROOF FRAMING PLAN rAt Vr•r-r sue IN•r-r i SHORING SECTION BSHORING SECTION A ^'p >�����»• '' r - a SECTIw-r aae�i 1ON7 s-r om ewq r4 44 ::,.. 1 d { a R r• I w LEGENC I= 1 1 S� N Lo c1G h •. 1 � a rte• r w� r i; r r r r rr Baas aerq Ve r r r w JOB eywgw)Cy QEwatOrBl 1g VRG tiAAa•f•fOOtQ�Lt2 ,a,.f.beaww i' HECTOR F.VERGAPA PE IYDWM-I.MtN 8horar Vrieps BHOF rV0 PLAN NSR Po.�.,�f ��DN�_ FfJ10Et B,NIl1XN'A91Nir.fe COCdIVI�PEHt,R�I t �i M I.RORO 9ri1 ELMI',(Rdi—G—ARAopY" pI CLIENTLAITE Hnvy C t , M Co ahm lm EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. -Suite G-1 4361 Okeechobee Blvd.-Suite A-5 Pompano Beach,Florida 33073 West Palm Beach, Florida 33409 Broward(954)972.7645(SOIL)-Dade(954)972.7645 (954).972.SOIL FACSIMILE#954-9718872 ESTABLISHED 1981 ETE BELLSOUTH.NET PROCTOR COMPACTION TEST CLIENT: LAYNE HEAVY CIVIL LAB No. 7160964P PROJECT: NE 97th STREET& NE 2nd AVENUE- MIAMI SHORES, FL JOB ADDRESS: NE 97th STREET& NE 2nd AVENUE- MIAMI SHORES, FL DATE: JUNE 26, 2016 SAMPLED BY: C. MONTGOMERY ON: JUNE 23, 2016 TESTED BY: CHRISTIAN S. ON: JUNE 24, 2016 SAMPLE DESCRIPTION: TAN LIMESTONE FRAGMENTS LITTLE FINE-MEDIUM GRAINED SAND SAMPLE LOCATION: FINAL PAD- FUEL TANK- ELECTRICAL PAD RESULTS OF TEST: THE FOLLOWING PROCTOR TEST WAS PERFORMED IN ACCORDANCE WITH AASHTO DESIGNATION T-180 USING A 10 POUND RAMMER AND AN 18 INCH DROP: AASHTO T-180 WET DRY DENSITY PERCENT MOISTURE % DENSITY - PCF LBS/CUBIC FT POINT #1 4.6 132.7 126.864 POINT #2 5.8 135.6 128.166 POINT #3 7.0 139.1 130.000 POINT #4 8.5 142.1 130.968 POINT #57 9.7 141.6 129.079 MAXIMUM DRY DENSITY PCF: 1 131.0 SPECIFIC GRAVITY: N/A OPTIMUM MOISTURE CONTENT %: 1 8.5 ISOIL CLASSIFICATION: A-1-a REMARKS: BASE COURSE-FINAL PAD PROCTOR ANALYSIS RESPECTFULLY SUBMITTED, AASHTO DES. T-180 METHOD C EASTCOAST TESTING & ENGINEERING INC., LL 144 CERTIFICATE OF AUTHORIZATION#3425 'a'130.5 142 6/26/2016Z 140 MOHAMMED k HAI, P.E. °128 5 138 SENIOR GEOTECHNICAL ENGINEER --136 FLORIDA ISTRATION'NO.59345 0 134 CRAIG SMITH, PRESIDENT 126.5 4.6 5.8 7.0 8.5 9,7 132 MOISTURE CONTENT% ORYDENSRY- WETDENSfTY- {PCF PPCF THRESHOLD/SPECIAL INSPECTIONS, BORINGS,DENSITY, CONCRETE,ASPHALT,ETC,A "GEOTECHNICAL TESTING LAB" Aj dF1 EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd.-Suite G-1 4361 Okeechobee Blvd.-Suite A-5 Pompano Beach,Florida 33073 West Palm Beach, Florida 33409 Broward(954)972.7645(SOIL)-Dade(954)972.7645 (954).972.SOIL FACSIMILE#954-9718872 ESTABLISHED 1981 ETE BELLSOUTH.NET COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS LABORATORY NUMBER: 7161650 CLIENT: LAYNE HEAVY CIVIL PROJECT: 198 NE 97 STREET-MIAMI SHORES GENERAL CONTRACTOR: LAYNE HEAVY CIVIL JOB ADDRESS: 198 NE 97 STREET-MIAMI SHORES POUR LOCATION: BUILDING ROOF SAMPLED BY: CLIENT REP.I C.M. ON: 10/17/16 REPORTED TO: 2-CLIENT RESULTS OF TESTS: SET#1 OF 1 SET - 4 4"X8" CYLINDERS TEST# 1 2 3 4 SPECIFIED STRENGTH (PSI) 4000 PRODUCT CODE/MIX TYPE: N/F SLUMP (INCHES) N/F IR CONTENT(%) TEMPERATURE OF MIX(F) UNIT WEIGHT(PCF) TOTAL LOAD (POUNDS) 46211 55673 68330 HOLD REA (SQ.INCHES) 12.57 12.57 12.57 12.57 UNIT LOAD (PSI) 3676 4429 5436 HOLD GE OF SPECIMEN (DAYS) 3 7 28 HOLD DATE OF BREAK 10/20/16 10/24/16 11/14/16 HOLD TYPE OF BREAK D C C CURING MOISTURE ROOM DEFECTS NONE DEVIATIONS NONE DIAMETER(INCHES) 4" 1 4" 1 4" 1 4" CONCLUSION:THE ABOVE TEST RESULTS DO COMPLY WITH PROJECT SPECIFICATIONS UNLESS NOTED" CONCRETE FURNISHED BY: N/F TRUCK NUMBER: N/F TICKET NUMBER: N/F BATCH TIME: N/F TEST MADE: N/F WEATHER: 78-87 F STANDARDS FOR METHODS OF TEST:ASTM C-39 RESPECTFULLY SUBMITTED, EASTCOAST TESTING & ENGINEERING, INC., CERTIFICATE OF-AUTHORIZATION #3425 _ 11/14/2016 MOHAMMED-A.HAI, P.E. SENIOR GEOTECHNICAL'ENGINEER FLORIDAREGIS TRATION NO.59345 xnx CRAIG SMITH, PRESIDENT (A) (e) (C) (o) (E) THRESHOLD/SPECIAL INSPECTIONS,BORINGS,DENSITY, CONCRETE,ASPHALT.ETC,A "GEOTECHNICAL TESTING LAB" s EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd.-Suite G-1 4361 Okeechobee Blvd.-Suite A-5 Pompano Beach,Florida 33073 West Palm Beach, Florida 33409 Broward(954)972.7645(SOIL)-Dade(954)972.7645 (954).972.SOIL FACSIMILE#954-9718872 ESTABLISHED 1981 ETE@BELLSOUTH.NET COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS LABORATORY NUMBER: 7161560 CLIENT: LAYNE HEAVY CIVIL PROJECT: 181 NE 97 STREET-MIAMI SHORES GENERAL CONTRACTOR: LAYNE HEAVY CIVIL JOB ADDRESS: 181 NE 97 STREET-MIAMI SHORES POUR LOCATION: SIDEWALKS SAMPLED BY: CLIENT REP./C.M. ON: 10/04/16 REPORTED TO: 2-CLIENT RESULTS OF TESTS: SET#1 OF 1 SET - 3 4"X8" CYLINDERS TEST# 1 2 3 SPECIFIED STRENGTH (PSI) 4000 PRODUCT CODE/MIX TYPE: REGULAR SLUMP (INCHES) N/F IR CONTENT(%) TEMPERATURE OF MIX(F) UNIT WEIGHT (PCF) TOTAL LOAD (POUNDS) 42125 54552 56705 REA(SQ.INCHES) 12.57 12.57 12.57 UNIT LOAD (PSI) 3351 4340 4511 GE OF SPECIMEN (DAYS) 7 28 28 DATE OF BREAK 10/11/16 11/01/16 11/01/16 TYPE OF BREAK A C C CURING MOISTURE ROOM DEFECTS NONE DEVIATIONS NONE DIAMETER(INCHES) 1 4" 1 4" 1 4" CONCLUSION:THE ABOVE TEST RESULTS DO COMPLY WITH PROJECT SPECIFICATIONS UNLESS NOTED*" CONCRETE FURNISHED BY: N/F TRUCK NUMBER: N/F TICKET NUMBER: N/F BATCH TIME: N/F TEST MADE: N/F WEATHER: 77-87 F STANDARDS FOR METHODS OF TEST:ASTM C-39 RESPECTFULLY'SUBMITTED, EASTCOAST TESTING & ENGINEERING, INC., CERTIFICATE OF AUTHORIZATION #3425 &- _96&2+ - - - 11/2/2016 MOHAMMED A.HAI, P.E. SENIOR GEOTECHNICAL ENGINEER FLORIDAFj,�TRATION NO.59345 ��II��// CRAIG SMITH, PRESIDENT (A) (B) ICI IDI (E) THRESHOLD/SPECIAL INSPECTIONS,BORINGS,DENSITY, CONCRETE,ASPHALT, ETC,A "GEOTECHNICAL TESTING LAB" EASTCOAST TESTING $ ENGINEERING, INC. 4100 North Powerline Rd.-Suite G-1 4361 Okeechobee Blvd.-Suite A-5 Pompano Beach, Florida 33073 West Palm Beach, Florida 33409 Broward(954)972.7645(SOIL)-Dade(954)972.7645 (954).972.SOIL FACSIMILE#954-9718872 ESTABLISHED 1981 ETE@BELLSOUTH.NET COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS LABORATORY NUMBER: 716148 -A CLIENT: LAYNE HEAVY CIVIL PROJECT: GENERATOR BUILDING-MIAMI SHORES GENERAL CONTRACTOR: LAYNE HEAVY CIVIL JOB ADDRESS: 181 NE 97 STREET, MIAMI SHORES, FLORIDA 33138 POUR LOCATION: GENERATOR BUILDING-TIEBEAM 1ST ELEVATION SAMPLED BY: CLIENT REP. ON: 09/23/16 REPORTED TO: 2-CLIENT RESULTS OF TESTS: SET #1 OF 2 - 4 4"x8" CYLINDERS TEST# 1 2 3 4 SPECIFIED STRENGTH (PSI) 4000 PRODUCT CODE/MIX TYPE: PRPM SLUMP (INCHES) N/F IR CONTENT(%) TEMPERATURE OF MIX(F) UNIT WEIGHT(PCF) TOTAL LOAD (POUNDS) 44861 59321 59904 HOLD AREA (SQ.INCHES) 12.57 12.57 12.57 12.57 UNIT LOAD (PSI) 3569 4719 4766 HOLD GE OF SPECIMEN (DAYS) 7 28 28 HOLD DATE OF BREAK 09/30/16 10/21/16 10/21/16 HOLD TYPE OF BREAK B B C CURING MOISTURE ROOM DEFECTS NONE DEVIATIONS NONE DIAMETER(INCHES) 1 4" 4" 1 4" 1 4" CONCLUSION:THE ABOVE TEST RESULTS DO COMPLY WITH PROJECT SPECIFICATIONS UNLESS NOTED"" CONCRETE FURNISHED BY: N/F TRUCK NUMBER: N/F TICKET NUMBER: N/F BATCH TIME: N/F TEST MADE: N/F WEATHER: 77/90 F STANDARDS FOR METHODS OF TEST:ASTM C-39 RESPECTFULLY SUBMITTED, EASTCOAST TESTING & ENGINEERING, INC., CERTIFICATE OF-AUTHORIZATION #3425 4., A t= 10/23/2016 MOHAMMED-A: HAI, P.E. SENIOR GEOTECHNICAL ENGINEER FLORIDMSTRATION NO.59345 AX III j CRAIG SMITH, FF_ff,•PRESIDENT (A) (B) (C) (D) (E) THRESHOLD/SPECIAL INSPECTIONS, BORINGS,DENSITY. CONCRETE,ASPHALT, ETC,A "GEOTECHNICAL TESTING LAB" EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd.-Suite G-1 4361 Okeechobee Blvd.-Suite A-5 Pompano Beach, Florida 33073 West Palm Beach, Florida 33409 Broward(954)972.7645(SOIL)-Dade(954)972.7645 (954).972.SOIL FACSIMILE#9549718872 ESTABLISHED 1981 ETE@BELLSOUTH.NET COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS LABORATORY NUMBER: 7161481-8 CLIENT: LAYNE HEAVY CIVIL PROJECT: GENERATOR BUILDING-MIAMI SHORES GENERAL CONTRACTOR: LAYNE HEAVY CIVIL JOB ADDRESS: 181 NE 97 STREET, MIAMI SHORES, FLORIDA 33138 POUR LOCATION: GENERATOR BUILDING-STEMWALL BLOCK SAMPLED BY: CLIENT REP. ON: 09/23/16 REPORTED TO: 2-CLIENT RESULTS OF TESTS: SET#2 OF 2 - [414" 8" CYLINDERS TEST# 1 2 3 4 SPECIFIED STRENGTH (PSI) 4000 PRODUCT CODE/MIX TYPE: PRPM SLUMP (INCHES) N/F IR CONTENT(%) TEMPERATURE OF MIX(F) UNIT WEIGHT (PCF) TOTAL LOAD (POUNDS) 50444 67315 66187 HOLD REA(SQ.INCHES) 12.57 12.57 12.57 12.57 UNIT LOAD (PSI) 4013 5355 5265 HOLD GE OF SPECIMEN (DAYS) 7 28 28 HOLD DATE OF BREAK 09/30/16 10/21/16 10/21/16 HOLD TYPE OF BREAK C B C CURING MOISTURE ROOM DEFECTS NONE DEVIATIONS NONE DIAMETER(INCHES) 1 4" 1 4" 1 4" 1 4" CONCLUSION:THE ABOVE TEST RESULTS DO COMPLY WITH PROJECT SPECIFICATIONS UNLESS NOTED'* CONCRETE FURNISHED BY: N/F TRUCK NUMBER: N/F TICKET NUMBER: N/F BATCH TIME: N/F TEST MADE: N/F WEATHER: 75/82 F STANDARDS FOR METHODS OF TEST:ASTM C-39 RESPECTFULLY SUBMITTED, EASTCOAST,TESTING & ENGINEERING, INC., CERTIFICATE OF AUTHORIZATION #3425 10/23/2016 MOHAMMED A. HAI, P.E. SENIOR GEOTECHNICAL ENGINEER FLORIDJ��TION NO.59345 CRAIG SMITH, PRESIDENT (A) (s) ICI (D) (E) THRESHOLD/SPECIAL INSPECTIONS,BORINGS,DENSITY, CONCRETE,ASPHALT,ETC,A "GEOTECHNICAL TESTING LAB" �1�1 _ . �(o 3�23 EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd.-Suite G-1 4361 Okeechobee Blvd.-Suite A-5 Pompano Beach, Florida 33073 West Palm Beach,Florida 33409 Broward(954)972.7645(SOIL)-Dade(954)972.7645 (954).972.SOIL FACSIMILE#954-9718872 ESTABLISHED 1981 ETE@BELLSOUTH.NET FIELD DENSITY TEST LABORATORY NUMBER: 7161796 CLIENT: LAYNE HEAVY CIVIL PROJECT: 198 NE 97 STREET-MIAMI SHORES,FLORIDA JOB ADDRESS: 198 NE 97 STREET-MIAMI SHORES,FLORIDA SOIL DESCRIPTION#1: GRAY-BROWN SANDY LIMESTONE FRAGMENTS LITTLE SILT SOIL DESCRIPTION#2: AREAS TESTED: PROPOSED DRIVEWAY&SIDEWALK REPAIR DATE TESTED: NOVEMBER 10,2016 PERFORMED BY: C.MONTGOMERY DATE REPORTED: NOVEMBER 14,2016 PROCTOR VALUE#1 -PCF: 120.5 OPTIMUM MOISTURE% 10.2 LAB# 716o574P PROCTOR VALUE#2-PCF: OPTIMUM MOISTURE% LAB# RESULTS OF TESTS: PASS TEST LOCATIONS PROBE MOISTURE DRY DENSITY %FIELD PERCENT TEST# LIFT# INCHES PERCENT PCF COMPACTION REQUIRED 1 S NE CORNER-DRIVEWAY @ BUILDING 12 8.5 120.9 100.3 98 2 S SW CORNER-DRIVEWAY @ BUILDING 12 8.7 121.0 100.4 98 3 FINAL CENTER-SIDEWALK REPAIR 12 9.1 121.4 100.7 98 CONCLUSION:THE ABOVE TEST RESULTS DO COMPLY WITH PROJECT SPECIFICATIONS UNLESS NOTED •• BF:BACKFILL S:SUBGRADE BC:BASE COURSE"ROCK"FINAL NG:NATURAL GROUND ELEVATION F.FOOTING CP:COLUMN PAD 1ST ROCK:BASE"ROCK" LIFT#1 FINAL:FINAL ELEVATION NOTE:STANDARDS FOR METHODOF TEST.ASTM D2922 AASHTO T-180 RESPECTFULLY SUBMITTED, EASTCOAST TESTING & ENGINEERING,INC. CERTIFICATE OF AUTHORIZATION #3425 11/13/2016 A&Yz MOHAMMED A.HAI,.P.E. CRAIG SMITH, PRESIDENT SENIOR GEOTECHNICAL ENGINEER FLORIDA REGISTRATION No.59345 THRESHOLD/SPECIAL INSPECTIONS BORINGS DENSITY CONCRETE ASPHALT ETC A "GEOTECHNICAL TESTING LAB" EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. -Suite G-1 4361 Okeechobee Blvd. -Suite A-5 Pompano Beach,Florida 33073 West Palm Beach,Florida 33409 Broward(954)972.7645(SOIL)-Dade(954)972.7645 (954).972.SOIL FACSIMILE#954-9718872 ESTABLISHED 1981 ETE@BELLSOUTH.NET FIELD DENSITY TEST LABORATORY NUMBER: 7102139 CLIENT: LAYNE HEAVY CIVIL PROJECT: PROPOSED CONCRETE PADS JOB ADDRESS: 187 NE 97 STREET,MIAMI SHORES,FL. SOIL DESCRIPTION#1: TAN LIMESTONE FRAGMENTS,LITTLE FINE-MEDIUM GRAINED SAND SOIL DESCRIPTION#2: AREAS TESTED: PROPOSED DRIVEWAY @ BUILDING DATE TESTED: NOVEMBER 08,2016 PERFORMED BY: C.MONTGOMERY DATE REPORTED: NOVEMBER 14,2016 PROCTOR VALUE#1 -PCF: 131.0 OPTIMUM MOISTURE% 8.5 LAB# 17160964P PROCTOR VALUE#2-PCF: OPTIMUM MOISTURE% LAB# RESULTS OF TESTS: PASS TEST LOCATIONS PROBE MOISTURE DRYDENSITY %FIELD PERCENT TEST# LIFT# INCHES PERCENT PCF COMPACTION REQUIRED 1 BC NE CORNER-DRIVEWAY @ BUILDING 8 7.9 130.5 99.6 98 2 BC CENTER-DRIVEWAY @ BUILDING 8 7.1 130.0 99.2 98 3 BC SW CORNER-DRIVEWAY @ BUILDING 8 8.5 129.9 99.2 98 CONCLUSION:THE ABOVE TEST RESULTS DO COMPLY WITH PROJECT SPECIFICATIONS UNLESS NOTED •• BF:BACKFILL S:SUBGRADE BC:BASE COURSE"ROCK"FINAL NG:NATURAL GROUND ELEVATION F:FOOTING CP:COLUMN PAD 1ST ROCK:BASE"ROCK" LIFT#1 FINAL:FINAL ELEVATION NOTE:STANDARDS FOR METHOD OF TEST:ASTM D2922 AASHTO T-180 RESPECTFULLY SUBMITTED, EASTCOAST TESTING& ENGINEERING,INC. CERTIFICATE OF AUTHORIZATION #3425 �/. 11/13/2016 ( ��1 MOHAMMED A.HAI,P.E. ` CRAIG SMITH, PRESIDENT SENIOR GEOTECHNICAL ENGINEER FLORIDA REGISTRATION No..59345 THRESHOLD/SPECIAL INSPECTIONS, BORINGS,DENSITY. CONCRETE,ASPHALT.ETC,A "GEOTECHNICAL TESTING LAB" �2 3 EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd.-Suite G-1 4361 Okeechobee Blvd.-Suite A-5 Pompano Beach,Florida 33073 West Palm Beach,Florida 33409 Broward(954)972.7645(SOIL)-Dade(954)972.7645 (954).972.SOIL FACSIMILE#954-9718872 ESTABLISHED 1981 ETE@BELLSOUTH.NET FIELD DENSITY TEST LABORATORY NUMBER: 7161769 CLIENT: LAYNE HEAVY CIVIL PROJECT: PROPOSED CONCRETE PADS JOB ADDRESS: 198 NE 97 STREET,MIAMI SHORES,FL. SOIL DESCRIPTION#1: TAN LIMESTONE FRAGMENTS,LITTLE FINE-MEDIUM GRAINED SAND SOIL DESCRIPTION#2: AREAS TESTED: PROPOSED CONCRETE PADS-FINAL DATE TESTED: NOVEMBER 04,2016 PERFORMED BY: C.MONTGOMERY DATE REPORTED: NOVEMBER 07,2016 PROCTOR VALUE#1 -PCF: 131.0 OPTIMUM MOISTURE% 8.5 1 LAB# 17160964P PROCTOR VALUE#2-PCF: OPTIMUM MOISTURE% LAB# RESULTS OF TESTS: PASS TEST LOCATIONS PROBE MOISTURE DRY DENSITY %FIELD PERCENT TEST# LIFT# INCHES PERCENT PCF COMPACTION REQUIRED 1 FINAL CENTER OF PAD-EAST SIDE BUILDING 12 7.0 128.5 98.1 98 2 FINAL CENTER OF PAD-SOUTH SIDE BUILDING 12 9.9 128.9 98.4 98 3 FINAL CENTER OF PAD-SW CORNER OF BUILDING 12 8.4 128.4 98.0 1 98 CONCLUSION:THE ABOVE TEST RESULTS DO COMPLY WITH PROJECT SPECIFICATIONS UNLESS NOTED •• BF:BACKFILL S:SUBGRADE BC:BASE COURSE"ROCK"FINAL NG:NATURAL GROUND ELEVATION F:FOOTING CP:COLUMN PAD 1ST ROCK:BASE"ROCK" LIFT#1 FINAL:FINAL ELEVATION NOTE:STANDARDS FOR METHOD OF TEST:ASTM D2922 ASTM D-1557 RESPECTFULLY SUBMITTED, EASTCOAST TESTING_&.ENGINEERING,INC. CERTIFICATE OF AUTHORIZATION #3425 11/5/2016 4&-alZ1 MOHAMMED A.HAI,P.E. CRAIG SMITH, PRESIDENT SENIOR GEOTECHNICAL ENGINEER FLORIDA REGISTRATION No.59345 THRESHOLD/SPECIAL INSPECTIONS,BORINGS,DENSITY, CONCRETE,ASPHALT, ETC,A "GEOTECHNICAL TESTING LAB" EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd.-Suite G-1 4361 Okeechobee Blvd.-Suite A-5 Pompano Beach,Florida 33073 West Palm Beach, Florida 33409 Broward(954)972.7645(SOIL)-Dade(954)972.7645 (954).972.SOIL FACSIMILE#954-9718872 ESTABLISHED 1981 ETE BELLSOUTH.NET FIELD DENSITY TEST LABORATORY NUMBER: 7160964-A •'CORRECTED 09.27.16 CLIENT: LAYNE HEAVY CIVIL PROJECT: NE 97th STREET&NE 2nd AVENUE-MIAMI SHORES,FL JOB ADDRESS: NE 97th STREET&NE 2nd AVENUE-MIAMI SHORES,FL SOIL DESCRIPTION#1: TAN LIMESTONE FRAGMENTS LITTLE FINE-MEDIUM GRAINED SAND SOIL DESCRIPTION#2: AREAS TESTED: BASE COURSE-FINAL PAD-FUEL TANK,GENERATOR PAD&ELECTRICAL PAD DATE TESTED: JUNE 23,2016 PERFORMED BY: C.MONTGOMERY DATE REPORTED: JUNE 28,2016 PROCTOR VALUE#1 -PCF: 131.0 OPTIMUM MOISTURE% 1 8.5 1 LAB# 7160964; PROCTOR VALUE#2-PCF: OPTIMUM MOISTURE% LAB# RESULTS OF TESTS: PASS TEST LOCATIONS PROBE MOISTURE DRY DENSITY %FIELD PERCENT TEST# LIFT# INCHES PERCENT PCF COMPACTION REQUIRED 1 FINAL FUEL TANK PAD-CENTER 12 9.8 131.5 100.4 98 2 FINAL ' ELECTRICAL PAD-CENTER 12 7.3 130.0 99.2 98 3 FINAL "*BACKUP GENERATOR PAD-CENTER OF PAD 12 1 7.4 130.9 99.9 98 4 5 6 7 8 9 10 11 12 13 14 15 CONCLUSION:THE ABOVE TEST RESULTS DO COMPLY WITH PROJECT SPECIFICATIONS UNLESS NOTED •• BF:BACKFILL S:SUBGRADE BC:BASE COURSE-FINAL PAD NG:NATURAL GROUND ELEVATION F:FOOTING CP:COLUMN PAD 1ST ROCK:BASE"ROCK" LIFT#1 FINAL:FINAL ELEVATION NOTE:STANDARDS FOR METHOD OF TEST:ASTM D2922/AASHTO T-180 RESPECTFULLY SUBMITTED, EASTCOAST TESTING& ENGINEERING, INC. CERTIFICATE OF AUTHORIZATION #3425 9/27/2016 oko MOHAMMED.A.HAI,P.E. CRAIG SMITH, PRESIDENT SENIOR GEOTECHNICAL ENGINEER FLORIDA REGISTRATION No.59345 THRESHOLD/SPECIAL INSPECTIONS,BORINGS,DENSITY, CONCRETE,ASPHALT,ETC,A "GEOTECHNICAL TESTING LAB" Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 For Inspections please call: (305)762-1949 Return to: Miami Shores Village Permit Number: PW-2-16-323 10050 N.E. 2nd Avenue Invoice Date: February 04, 2016 Miami Shores, FL 33138-0000 Invoice Number: PW-2-16-58576 Bond Number: Bill To Comments: MIAMI SHORES VILLAGE Permit Type: Public ""storks / Work Classification: Public Works Date Fee Name Fee Type Fee Amount 02/04/2016 Scanning Fee Calculated $66.00 02/04/2016 Permit Fee Calculated $0.00 04/15/2016 Permit Fee Calculated $15,000.00 02/04/2016 DCA Fee Calculated $225.00 02/04/2016 Education Surcharge Calculated $100.00 01/25/2017 Miscellaneous Fee Calculated $200.00 02/04/2016 CCF Calculated $300.00 01/25/2017 Plan Review Fee(Engineer) Calculated $160.00 02/04/2016 Technology Fee Calculated $400.00 02/04/2016 DBPR Fee Calculated $225.00 Total Fees Due: $16,676.00 Wednesday, January 25, 2017 DATE(MM/DD/YYYY) AcoRa CERTIFICATE OF LIABILITY INSURANCE 10/24/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT MCGRIFF,SEIBELS&WILLIAMS OF TEXAS,INC. NAME: 818 Town&Country Blvd,Suite 500 PHO CNNo, Ext): 713-877-8975 aC No):713-877-8974 Houston,TX 77024-4549 E-MAIL ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Zurich American Insurance Company 16535 INSURED INSURER B:American Guarantee and Liability Insurance Company 26247 LAYNE HEAVY CIVIL,INC. 4520 N.STATE ROAD 37 INSURER C:Underwriters at Lloyd's London ORLEANS,IN 47452 -INSURER D:American Zurich Insurance Company 40142 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:EUFEBEXH REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR EFF POLICY EXP LTR TYPE OF INSURANCE AIN DD SWVD POLICY NUMBER MM/DDY/ YYYY MM/DD/YYYY LIMITS A X COMMERCIAL GENERAL LIABILITY GLO 0194362-00 05/01/2016 08/01/2017 EACH OCCURRENCE $ 1,250,000 CLAIMS-MADE F OCCUR DAMAGE TO REN 1,000,000 PREMISES Ea occurrence $ MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,250,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 10,000,000 POLICY�JECOT- [:]LOC PRODUCTS-COMP/OP AGG $ 10,000,000 OTHER: $ A AUTOMOBILE LIABILITY BAP 0194359-00 05/01/2016 08/01/2017 COMBINED SINGLE LIMIT Ea accident 5,000,000 X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident $ B X UMBRELLA LIAB XUC 0194471-00 05/01/2016 08/01/2017 OCCUR EACH OCCURRENCE $ 5,000,000 X EXCESS LIAB CLAIMS-MADE AGGREGATE 5,000,000 DED I I RETENTION$ $ D WORKERS COMPENSATION WC 0194360-00(AOS) 05/01/2016 05/01/2017 X I STATUTE OER AND EMPLOYERS'LIABILITY Y/N WC 0194361-00(WI&MA) ANY PROPRIETOR/PARTNER/EXECUTIVE a E.L.EACH ACCIDENT $ 5,000,000 OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 5,000.000 If yes,describe under 5,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ C Contractors Equipment EG0376516 11/01/2016 05/01/2018 All Leased&Owned Equipment Per Occurrence: $ 5,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Re:Bid No.2014-25,Central Business District Low Pressure Sewer System(LPSS)and Water Main Improvements Certificate holder is included as an Additional Insured on the General Liability and Automobile Liability policies as required by written contract subject to policy terms, conditions and exclusions. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. MIAMI SHORES VILLAGE AUTHORIZED REPRESENTATIVE 10050 NE 2ND AVENUE 11— MIAMI SHORES,FL 33138 J Page 1 of 1 ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD PLEASE NOTE Re: LAYNE CHRISTENSEN COMPANY LAYNE HEAVY CIVIL, INC. LAYNE INLINER, LLC The enclosed certificate of insurance replaces the current certificate of insurance you have in your files. This replacement will only affect the Property, Contractor's Equipment and Builders Risk policies. If you are currently holding a General Liability, Auto Liability, Umbrella Liability, Workers' Compensation, Contractor's Pollution and/or Professional Liability certificate of insurance, these will not be affected. If you have any questions, please feel free to contact us. McGriff, Seibels &Williams of Texas, Inc. Aurora Capuano—Account Manager— acapuano(a�mcgriff.com or 713-273-2627 Lindsay Garza —Assistant Account Service Rep. — Igarza mcgriff.com or 713-402-1497 c • h � p VP 1992 SW 1st Street Miami,FL 33135 Phone:305.274.4805 Letter Of Transmittal Fax:305.274.4807 Date: April 7, 2016 To: Village of Miami Shores Ismael Naranjo 10050 NE 2 Ave Miami Shores Village FL 33138 Re: Miami Shores Village Low Pressure Sewer System & Water Main Improvements — Phase 3 Regional Pump Station CPH Job No. #L13501 WE ARE SENDING YOU THE ATTACHED ITEM(S): NO. OF COPIES DESCRIPTION 1 Copy of Phase 3 Regional Pump Station Plans THESE ITEMS ARE TRANSMITTED AS INDICATED BELOW: For Your Use X For Review and Comment As Requested For Bids Due REMARKS: COPY TO: SIGNED: Todd Hendrix, P.E. If enclosures are not as noted,kindly notify us at once. w w w . c p h c o r p . c o m