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HomeMy WebLinkAboutCorrespondenceLydia Galbraith From: Matt Baum Sent: Saturday, May 04, 2019 7:24 AM To: Lydia Galbraith; Scotty Beaulieu Cc: Edward Doiley Subject: Re: Report_FL_Review_Comments-Noncompliantjrf.pdf, BUILDING PERMIT RESTROOM �904�5�h9 Scotty and Lydia, I can to e ca e ojbe vegetation removal application this week. CULW, ater and sewer are available at Indrio, Ed and I have talked with Ray Murankus and we will be connecting to both. r-rk , Matt Sent from my Verizon 4G LTE Smartphone ------ Original message ------ From: Lydia Galbraith Date: Fri, May 3, 2019 3:36 PM To: Scotty Beaulieu; Cc: Matt Baum; Subject:Report_FL_Review Comments Noncompliant_jrfpdf, BUILDING PERMIT RESTROOM 1904-0519 Scotty, Attached please find the Zoning review comments and list of missing documents. If you have any questions, please let me know. Thank you, Lydia qaCbraith, Zoning Specialist Building and Code Regulation (772) 462-1555 galbraithl@stlucieco.org 2o1 G 8 BEST pldCt'S, to Work, %iM. LUC1L COUNTY Lydia Galbraith From: David Hays Sent: Friday, May 03, 2019 3:26 PM To: Lydia Galbraith Cc: Grant M. Chambers Subject: RE: DOC 1904-0519.pdf, RESTROOM INDRIO SCHOOL HOUSE, 8850 INDRIO RD. Since this is contained completely on site, and the building department reviews handicap parking and access, PW will defer all review, inspection and completion to the Building Department. If the Department has any questions or needs any assistance at any time, please don't hesitate to contact us. David days Water Quality Division From: Lydia Galbraith Sent: Friday, May 03, 2019 9:38 AM To: David Hays; Grant M. Chambers Subject: FW: DOC 1904-0519.pdf, RESTROOM INDRIO SCHOOL HOUSE, 8850 INDRIO RD. David and Grant, Did you have a chance to look at this request? I would like to send out my Zoning review comments and need to know if I need to request civil drawings for Engineering to review. Thank you, .0 yclia C�aCbraith, Zoning Specialist Building and Code Regulation (772) 462-1555 galbraithl@stlucieco.org lases _ towari• .-cT. LklCeL* 6t7UeiYY'� 1 From: Lydia Galbraith Sent: Tuesday, April 30, 2019 4:02 PM To: David Hays <haysd@stlucieco.org>; Grant M. Chambers <ChambersG@stlucieco.orR> Subject: DOC 1904-0519.pdf, RESTROOM INDRIO SCHOOL HOUSE, 8850 INDRIO RD. David, We have a County permit (owner/builder) in for above address. They are applying r--"Aa restroom with a 5' wide side walk and handicap parking space at above address. Do they need to prox';'` `\r Engineering/storm water? Please advise. _ 1i Thank you, Lydia C5aC6raith, s Zoning Specialist Building and Code Regulat (772) 462-1555 Ralbraithl@stlucieco.org . NBEST xG.6ia Please Note: Florida has very broad public records laws. Most w available to the public and media upon request. It is the policy of or copying. Your e-mail communications will be subject to public please notify the sender by reply e-mail and delete all materials f Ub ariation and / a this email in error, Please Note: Florida has very broad public records laws. Most written con _-,.uns to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie`�ounty that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. 2 Lydia Galbraith From: Dana Ward Sent: Tuesday, April 30, 2019 3:31 PM To: Lydia Galbraith Subject: RE: 8850 Indrio Rd., permit 1904-0519 Well and septic. I know there is a new line going in on Indrio but not sure when or if they can connect in future. DANA WkRD BJLI.Z.Ei SLIPERV''ISOR. S'r. L.UCIE. UTILITIES 2300 VIRC`HNIA. AVENUE FTPIERCE, FL, 34982 ROOM 10,13 WWW.STLUCIECO.GOV ALL LETTERS ARE IN CAPS BECAUSE OF SYSTEM REQUIREMENTS. From: Lydia Galbraith Sent: Tuesday, April 30, 2019 3:17 PM To: Dana Ward <wardd@stlucieco.org> Subject: 8850 Indrio Rd., permit 1904-0519 Hi Dana, Can you check for me if above address receives County water and Sewer? This is the Indrio Road Schoolhouse property. Thank you, Lycdia Galbraith, Zoning Specialist Building and Code Regulation (772) 462-1555 galbraithl@stlucieco.org laces work sm Lt cie i -.outvre 1 Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and ! or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. Lydia Galbraith From: Benjamin Balcer Sent: Tuesday, April 30, 2019 4:16 PM To: Lydia Galbraith Cc: Lynn Swartzel; Jill Arnold; Jennifer McGee; Aimee Cooper Subject: RE: DOC 1904-0519.pdf, RESTROOM INDRIO SCHOOL HOUSE, 8850INDRIO RD., 1314-233-0001-000/0 Lydia, Yes, they need a vegetation removal permit for the project. Thanks Ben Balcer Environmental Regulations Manager Environmental Resources Department 12300 Virginia Ave I Ft Pierce, FL 34982 Office: 772.462.2866 1 Fax: 772.462.1684 1 ERD Website F. 5- � Envi.t o21is entw Resources .. Dep t, $t WOE.Gd13MY St. Lucie County Environmental Resources is committed to great service and your feedback is vital. Please take our short survey to let us know how we're doing. www.StLucieCo.gov/CustomerSurveyERD From: Lydia Galbraith Sent: Tuesday, April 30, 2019 4:05 PM To: Benjamin Balcer <BalcerB@stlucieco.org> Subject: DOC 1904-0519.pdf, RESTROOM INDRIO SCHOOL HOUSE, 8850 INDRIO RD., 1314-233-0001-000/0 Ben, We have a permit in for above address to install a restroom and construct side walk and handicapped parking. See attached proposed survey. This is a County project. Do they need anything from your Department? Thank you, Lydia C5al6raith, Zoning Specialist Building and Code Regulation (772) 462-1555 galbraithl@stlucieco.org 1 Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. SUJ / e 7/ J INTER -DEPARTMENTAL CHARGE REQUEST FORM DATE: 7/23/2021 TO: FINANCE DEPARTMENT FROM: Annette Jennings / Parks & Recreation REASON FOR REQUEST: Increase in cost for service connection fee for Indrio Road School House Park Project water and sewer; Size of the meter connections changed from 5/8" top 1" AMOUNT: $134.00 ACCOUNT TO BE CHARGED: 310002-7215-562000-197670 DEPARTMENT: Parks & Recreation / PSF Division DEPARTMENT APPROVAL: Matt Baum, Director Date ACCOUNT TO BE DEPOSITED: 479-0000-324220-000 DEPARTMENT: SLC Utilities DEPARTMENT APPROVAL: Dana Ward INTER -DEPARTMENTAL CHARGE REQUEST FORM DATE: July 27, 2020 TO: Thomas I FINANCE DEPARTMENT FROM: Annette Jennings, Parks & Recreation 1 PSF REASON FOR REQUEST: Service connections fee for Indrio Road School House Park Restroom project water & sewer. ��,AMOUNT: $8,299.00 CCOUNT TO BE CHARGED 310008-7216-562000-197670 (-A 13q-91-, "a A'4, p, &C 0 DEPARTMENT: fteleS IWO rQ"94776d — Pry l)r✓. DEPARTMENT APPROVAL: Date: 7 -7L-0— 4e#3#illtkihtak#ii#filRiellil�kitlfltfirlMertl�kirMntiiiilriiiRlhlFiklkYklt�t*lritilkLiY�llYit*lM�tiA#iUMo►k*rti}llYntflHrirtttiM*tR*kktMMelr ACCOUNT TO BE DEPOSITED,: 479-0000-324220-000 479-0000-324225-000 Water Impact Fee - Commercial $4,874.00 Sewer Impact Fee - Commercial $3,425.00 DEPARTMENT: Utilities DEPARTMENT APPROVAL: Date: 8/28/2020 WATER COMM SEWER _ RES u METER SZ. M/F Q dD IRR $ / SECURITY DEP SERVICE FEE SAME DAY FEE OVERTIME FEE b2 L�f3 METER INSTALL. ,���✓ D 0 CFC/WATER FPUA CFC 3 4-'- .o Q CFC/SEWER GUAR. REV. LATERAL $ �• D TOTAL CUSTOMER SIGNATURE NAME OF SPOUSE SERVICE ADDRESS 3Sdy-/b ed !0 SUBDIVISION LOT BLOCK BILLING ADDRESS # MOVE IN/CLOSING DATE c i es in GfliE A40. ©r Z l7l/ fly CY�S This application hereby request and authorizes the Ahty to rend water and/or sewage disposal services to the premises described above in accordance with the Utilities present or future rates, rules and regulations, which by reference are made a part of this contract. Applicant agrees to pay the Utility promptly for such services in accordance with the established rules and regulations. CUSTOMERS DEPOSITS ARE NONNEGOTIABLE OR TRANSFERABLE. SOCIAL SEC/ FED ID SPOUSE SOCIAL SEC. OFFICE USE ONLY DATE RECEIVED , CASH CHK # RECEIVED BY .b P�O1 F a 9 6W-1-0 J /,3� n Annette Jennings From: Dana Ward Sent: Friday, July 16, 2021 3:24 PM To: Matt Baum; Annette Jennings Subject: RE: 8850 I N DRIO No worries just wanted to make sure I gave you correct amount. Have a great weekend! From: Matt Baum <baumm@stlucieco.org> Sent: Friday, July 16, 20213:22 PM To: Annette Jennings <jenningsa@stlucieco.org> Cc: Dana Ward <wardd@stlucieco.org> Subject: FW: 8850 INDRIO Annette, We owe Utilities $134 for and upsize in meter at Indrio Schoolhouse Restroom project, see below and attached. I was going to pay with PCard but thought best to run it by you plus save the County the points on PCard either way if we interdepartmental invoice pay. Dana, Annette is off this week and may be off a few days next. So she may not get this till late next week. Just wanted you to be aware. Thanks, Matt From: Dana Ward <wardd@stlucieco.org> Sent: Friday, July 16, 20213:14 PM To: Matt Baum <baumm@stlucieco.ore> Cc: Patrick Walsh <walshp@stlucieco.org> Subject: RE: 8850 INDRIO Matt I have changed the size of the meter to a 1" meter per Pat. You paid a total of $8299.00 originally so the difference in price is $134.00. From: Dana Ward Sent: Thursday, July 15, 2021 10:24 AM To: Matt Baum <baumm@stlucieco.ore> Cc: Patrick Walsh <walshp@stlucieco.ore> Subject: RE: 8850 INDRIO Thank you From: Matt Baum <baumm@stlucieco.org> Sent: Thursday, July 15, 2021 10:11 AM To: Dana Ward <wardd@stlucieco.org> ''�7^.,,�•'}rY �Ir�� "4� �- ��'x. �.c - :.�"r,+ �-:��s^ � � -a. -- �`� �.'y fi47-n. ...c_�.�.a,.u,�w,...,.:!G ...d..�,�etw�.-..�a.3�,e:`..-. y.�:,,.. �.� � � rr r �'�'3-: �i�.e,� �a- i .�{v (3""t k v.1. r�� .r'q � � �. " Fcr,,• sp ram"` k sr ^r �* :q. 6, PPL. ST LUCIE COUNTY BD OF COUNTY COMM, Here's what you owe for this billing period. $42.71 TOTAL AMOUNT YOU OWE May 3, 2021 NEW CHARGES DUE 13Y ..................................... BILL SUMMARY ' Amount of your last bill 44.51 Payments received _ _ -22 e9 Balance before new charges P1.82 Total new chargesW - -ry W 20.89 Total amount you owe $42 71 i (See page 2 for bill details.) The Florida Public Service Commission has approved an adjustment to the fuel charge portion of your bill effective May 1. Learn more: FPL.com/Rates. Customer Service: Outside Florida: 0 PPL. 0041 0042 500033 5T LUCIE COUNTY 813 OF COUNTY COMM 3158 WILL FEE RD FORT PIERCE FL 34982-6434 Summary Bill Coordinator 1-800-226-3545 / 3* S FPL.com Page 0041 0042 500033 E001 Electric Bill Statement For: Feb 22, 2021 to Mar 23, 2021 (29 days) Statement Date: Mar 23, 2021 Account Number: 93107-56466 Service Address: 8850 INDRIO RD # SCH FORT PIERCE, FL 3495.1 ENERGY USAGE HISTORY ' �� 93107-56466 $42,71 May 3, 2021 $ SEND MASTER COUPON ACCOUNTNUMBER TOTALAMOUNTYOUOWE NEWCHARGESDUEeY AMOUNT ENCLOSED s f �-_?-� '�. 7ry... ,�^^,a¢ -°--`�?� �:- `:.' � :.. +:..� �'3. ;. ..ad,"��"'x^ r f �^�.. � -^> r-.,P-��{r'� .'� �., ,`ram `'-x..�4`r a� "r �. ... r ��•�' .r �,:;;: t �. �.....? .,Fry r,�''Y..,,,: 'F. �., �� > ..,no. ... ✓!F.1->,.�. A; a.,, r's�a�?1ti r a.. "4: �,+�n� , ��v.�,3(.,: ,f,`ryi w � .. f �� :r�,Y��+�w',�...�.cYs �Y.�'=iv'P�� ,i,��<�'�,-3� ,.{ t�i �� �,✓ �.�` �.,f, �ti � �, ,. � ��5.'S_rYJ }�. �.:. r�L, � ��uiR dr '�. �,,.r +,.. r :t .. +� �.tm�v.riY�.u.scc:+�_ f.cu.3;�::9:d=-:.�„"�.u:+.+iN'���r'�"nuu���. Customer Name: Account Number- (/-% STLUCIECOUNTYBD 93107-56466 PPL OF COUNTY COMM Amount of your last bill 44.51 Pa r�mant recelyed -Thank_ ou_.......• -22.69 Balance before new charges $21.82 New Charges Rate: G8-1 GENERAL SVC NON -DEMAND / BUSINESS Customer charge: $10.61 Non -fuel: ($0.065570perkwh) $6.87 Fuel$0�o244ep_perkwn� __ ___ _ ____.__$2.38 Electric service amount 19.36 Gross receipts tax 0.50 Franchise charge ___" ______•� _,•_ 1.03 Taxes and charges 1.53 Total new charges $20.89 Total amount you owe $42.71 We're here to help FPL.com Page 2 METER SUMMARY 0042 0042 500033 E001 Meter reading - Meter AC00158. Next meter reading Apr 22, 2021. Usage Type Current - Previous = Usage kWh used 075B9 07492 97 ENERGY USAGE COMPARISON This Month Last Month Last Year Service to Mar 23, 2021 Feb 22, 2021 Mar 23, 2020 kWh Used 97 107 0 Service days 29 31 31 kWh/day Amount 3 $20.89 3 $21.82 0 $11.36 A cleaner energy future If you're experiencing hardship as a result of Join the nation's largest community the coronavirus (COVID-19) and need help solar program and enjoy the benefits of with your bill, there -are resources available. participating in solar. FPL.com/Help FPL.com/SolarTogether Help your neighbors Contribute to Care to Share and help a neighbor in need during this challenging time. FPL.com/Care ynu.":_�-q"` *-vkr�4.1s' s`c°"�'�":4;-a=7 �.s'�i L`f"ax' z a..s ,«M,rr✓,,:•- .,-'x%. U 20171.EhSBUR(i CONCRETE INCT-AK)RA CARBON (WET) RESTROOM GABLED LF STYLE ROOF 4" THICK WALLS, REAR CHASE DOOR (LINER VERSION) CUSTOMER: IBC 2014 Compliant MANUFACTURER: LEESBURG CONCRETE COMPANY INCORPORATED 1335 THOMAS AVE, LEESBURG FL 34748 1-800-882-4177 Fax:352-787-7935 ���tit t t t�►'yt,rtr DSPC Engineers C.O.A.: 9770 09/17/2018 LEGEND LAST PACKET REVISION: 4*DENOTES SECTION OR ELEVATION NO. cDENOTES SHEET NO. Ell -DENOTES CONNECTION NO. �)_ DENOTES DETAIL NO. REINFORCEMENT TO BE 1Y2" CLEAR FROM ALL PERIMETER EDGES AND IN CENTER OF PANEL THICKENESS ABBREVIATIONS P.D. = PANEL DIMENSION R.O. = ROUGH OPENING M.O. = MASONRY OPENING B.I.F. = BOTTOM IN FORM T.I.F. = TOP IN FORM BAR MARKS xXXYY BAR SIZE INCH LENGTH FOOT LENGTH EXAMPLE: 41206 (#4 12'-6") 1. CODE/STANDARD REQUIREMENTS - 2017 FLORDIA BUILDING CODE 6th EDITION - 2017 ACCESSIBILITY CODE (FLORIDA 6th EDITION) - 2017 MECHANICAL, PLUMBING CODE - 2017 FLORIDA FIRE PREVENTION CODE (FFPC) - 2014 NEC - ASCE 7-10 - ACI318-11 - PCI 7TH ED. - STEEL CONST. MANUAL 14TH ED. - FLORIDA ENERGY CODE EXEMPTION FBC C402.1.1 BUILDINGS (EXEMPTION #2) 2. LOADS - ROOF LIVE LOAD: 60 PSF - FLOOR LIVE LOAD: 250 PSF - WIND LOADING: 154 MPH (ASD)/200MPH (ULTIMATE) - SEISMIC DESIGN CATEGORY A 3. WIND DESIGN CRITERIA - RISK CATEGORY III - EXPOSURE CATEGORY C 4. MATERIALS - CONCRETE = -(RELEASE) 2,500 - 5,000 PSI (28 DAY) - REBAR: ASTM A615, GRADE 60 - WELDED WIRE FABRIC : GRADE 60 ASTM A185 5. UTILITY -S2 - CONSTRUCTION TYPE V-B 8/27/18 PRE—ENGINEERED CUSTOM BLDG GENERAL NOTES 1. SIGNED & SEALED PLANS ARE ON FILE WITH THIRD PARTY ANGENCY. 2. PLAN REVIEW INSPECTION REQUIRED BT CHAPTER 633 F.S. SHALL BE DONE ON SITE BY LOCAL FIRE SAFETY INSPECTOR 3. FL PRODUCT APPROVAL # FOR DOORS FL 14482-R7 SHEETINDEX ASSEMBLY DRAWINGS Sheet Number Sheet Title CVR COVERSHEET N01 BLDG NOTES A1.00 ELEVATIONS A1.01 ELEVATIONS A1.02 IBUILDING SECTION AND DETAILS A1.03 FLOOR PLAN A1.04 SHIPPING AND HANDLING A1.05 CONNECTION DETAILS A1.06 INSTALLATION A1.07 POST TENSIONING INSTRUCTION A1.08 POST TENSION DETAILS E1-01 ELECTRICAL DETAILS E1-02 ELECTRICAL DETAILS P1-01 PLUMBING DETAILS P1-02 PLUMBING DETAILS HD HARDWARE CUT SHEET HD HARDWARE CUT SHEET HD HARDWARE CUT SHEET HD HARDWARE CUT SHEET HD HARDWARE CUT SHEET HD HARDWARE CUT SHEET HD HARDWARE CUT SHEET HD HARDWARE CUT SHEET FILE COPY SCALE AS NOTED DRAWN BY MCG ISSUE DATE 8/1/18 SHEET NUMBER/ PIECE MARK CVR NOTE: DRAWN FOR 130 Mph CONSULT CALCUATIONS FOR WIND LOAD AND CONNECTIONS DETAILS U 2017 LEESBUKU C ONC:KI;M INC ORMRXIEV CARBON (WETHICK RESTROOM GABLED LF STYLE ROOF 4" WALLS, REAR CHASE DOOR PRE-ENGINEERED CUSTOM BLDG 1. BUILDING IS DELIVERED AND ERECTED AS A SHELL ONLY- ALL INTERIOR FINISHES, MEP, FIRE ALARMS, LOW VOLTAGE SYSTEMS AND SO FORTH ARE NOT INCLUDED WITH THE PRECAST CONCRETE SCOPE A) ALTERNATE 1: FORMING, CASTING AND BLOCKOUTS FOR BATHROOM - B) DOORS AND HARDWARE -OWNER CAN SPECIFY SPECIFIC HARDWARE USED IN THE DISTRICT WHICH MEETS THE APPROPRIATE FL APPROVAL CODES STA DSPC Engineer �r •,,�( �`�•' '�`t* C.O.A.: 9770 jd�l.�ir� A}�ati1 0'9/17/2018 fly '!'t' is .t}• ENO STAMP SCALE AS NOTED DRAWN BY MCG ISSUE DATE 4/23/17 SHEET NUMBER/ PIECE HARK N01 O 2017 LEESB URG CONCRETE INCORPORATED IIIIIII 1 N 3 _01 141 DOOR OPN'G ELEVATION 1 SCALE: %" = l'-0" 19'-10" DOOR OPN'G ELEVATION 2 SCALE: O.H. Z O.H. I I � I I I I I I � I ` ' I � / I " I I 3'-G x6'-S. I p00R `\ I / IF 37 V FY I I , I I I I 3'-0" 2'-1" DOOR OPN'G 7" sMLE AS NOTED DRAWN 9Y MCG IME DATE 4/23/17 SHEET NMI PIECE PARK A1.00 © 2017 LEESBURG CONCRETE INCORPURAIED nlrz Na..: i 2-44 vY :,ur w. .s r''. ti r ST4'r .OF DSPC Engineez 4 (�O"jjj�y+�,+ , `-` a C.O.A.: 9770 09/17/2018 re.�llli-#11bV, L ENO STAMP 12'-0" rr Fr II II II II II II II II 8" II II 5�-16"1 I I 2�-2" 1 an 39-0" II 1 i i WP2 .0 II I II I I I *SEE o I I INOTE 1 -� 1 II co I In 10'-8" NOTE 1: ELEVATION 3 VENT OPTIONAL LOCATION AND EXISTENCE IS AT SCALE: _ l'-0" OWNER/PURCHASERS CHOICE `9 12'-0" II II II II II II II II _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — 8" I 1 2'-2" II 153�-6" 8° 3'-0" I ''AA//n I I I VVP2 I I 1 I II I II I II I . NOTE 1� I -00 II 10'-8" ELEVATION 4 SCALE: %" = V-0" SCALE AS NOTED DRAWN Br MCG ISSUE DATE 4/23/17 SHEET NUMBER/ PIECE MARK A1.01 V 2017 L&BSBUKU UUNUKH11 ���elerlrr� h ol • NO. ;1^c 4 ST/�T . ,CIF` DSPC Engineer•�`�(oip',''�-`` C.O.A.: 9770 *1rRyCZ'�■;�•a+l� 09/17/2018 14V, i N.A. `k 0 BOTTOM OF EAVE BEYOND cc cc I ir. • 2 A e A a a q .• z 4> <2 2 <4 z a O O 4 1'-4" 1'-O" 2'-10" OPN'G 1 0 � � q .• 0 9 "oo 71 10'-8" SECTION 1 SCALE: %" = T-O" TOP OF ROOF BLDG � BOTTOM OF BOTTOM OF EAVE BEYOND EAVE BEYOND 2 WHITE EPDXY PAINT 3 GRAY EPDXY PAINT 4 EXTERIOR (LINER) 12'-0" e+r—r.re�w� n TOP OF ROOF BOTTOM OF EAVE BEYOND 00 tI 0 SCALE AS NOTED BRAWN BY MCG MUE DATE 4/23/17 SHEET NUMBER/ PIECE MARK A1.02 @ 2017 LEESBURG CONCRETE INCORPORATED j! Ij 1 11, J'ptl 0 vl%o J-0 sX IO . NO.' 1 —0" 2' L CL CL .,OF DSPC Engineer 3-6 8'-6" 0 C.O.A.: 9770Jyi II UN.lsCN 09/17/2018 Jf ENO TAMP - - - - - - - - - -- - - - - - - - - - - - - - - wpi Fl E z pp L) E 4'-4" CD STATE STAMP IT 2 L RI -7 — — — — — — — — — — — — — — E - - - - - - - - - - - - - - - - - - ELEC, IC 1-4 1 1 0 WP5 6"x8" IL co b Z-1 Fl O 0 E- CD E— — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - E-4 C14 R2 0 u 7- 1,01, CO2 -:4 gm c:) V-6- C= C:) u WP2 - - - - - - - -L - - -- - - -- - - - - - - - - - - - - - Li — — — — — — — — — — — J---L - — — — — — — — — — — — — — ---- SCALE AS NOTED 2'-10" 4- 7'-2' DRAWN BY MCG ISSUE DATE 12'-0" 4/23/17 FLOOR PLAN SHEET NUMBER/ MM ROOF PLAN PIECE MAW SCALE:'%" = V-0" SCALE: %" = 1-0" A1.03 III LU1/ 1rr)o13UKl3r UUM-Kbib 11V1 UM VI"Alw ,,�`t�tirl�►ifs DSPC Engineer C.O.A.: 9770 09/17/2018 � E V SCALE: 1" = 1'-O" PREADER BAR 1200 BEAM MIN x15'-0" LG MAX OPTIONAL CABLE RIG ROLLING BLOCKS SINGLE DROP —DECK TRAILER HEIGHT BULL RING CABLE LONG ENOUGH TO BE LESS THAN 45' - CALCULATE LENGTH OF CABLE. - - - - PROTECT EDGE OF ROOF W/ ANGLE. 12"L x 3"Wx Y4" MAw1r1 1Air11-%1 1-r FRONT WALL 3194 LB. BACK WALL 5444 LB. LEFT WALL 2544 LB. RIGHT WALL 2544 LB. INTERIOR WALL 2085 LB. INTERIOR WALL 2085 LB. ROOF SIDE 1 5965 LB. ROOF SIDE 2 5965 LB. TOTAL 41771 LB. SCALE AS NOTED DRAWN BY MCG ISSUE DATE 4/23/17 SHEET NUYBER/ PIECE PARK A1.04 W % l bVZ"IJK(i ((JAL KC11; 11VLUKMJKAIM NO. •,2M w :. STAT DSPC Engineer!Efi(0R. t o, s C.O.A- : 9770 09/17/2018 UPDA ENO STAMP PANEL BEYOND P102 P102 CONNECTION 3 SCALE: %" = l'-0" 3"v Y" NON SHRINK GROUT P102 /— P102 E SIZE BASED ON WELDED LOCATION(S) OF CAST -IN PLATES CONNECTION 6 (OPTIONAL) P102 k. :- P102 f Y4, P110L II PANEL U BEYOND CONNECTION 1 SCALE: %" = V-0" 3 FA1. A1.05 PANEL BEYOND 3" P102 CONNECTION 4 SCALE: %" = V-0" R2 m I P102 SflUM AS NOTED DRAWN ISSUE DATE 4/ SNEEY 4 PIEC'05 A LUl / L. M15UALT l.V1NuKr_= 1LVC VKYVKA1r_u FOUNDATION REQUIREMENTS FOR TRANSPORTABLE PRECAST CONCRETE BUILDINGS BUILDING DESIGN TRANSPORTABLE PRECAST CONCRETE BUILDINGS HAVE BEEN DESIGNED TO ELIMINATE THE NEED FOR FOUNDATIONS OR FOOTINGS FOR VIRTUALLY ALL INSTALLATIONS. THE BUILT-IN FLOOR OF THE BUILDINGS ARE DESIGNED FOR USE ON FLOATING FOUNDATIONS COMPRISED OF 4"-6° OF CRUSHED STONE OR SAND. THIS DESIGN, AND THE USE OF APPROPRIATE FLOATING FOUNDATIONS OF STONE OR SAND, HAVE PROVEN TO BE EFFECTIVE AND PROBLEM FREE IN THE FIELD FOR A WIDE VARIETY OF INSTALLATIONS. THE EFFECTIVENESS OF THE DESIGN HAS NOT BEEN ADVERSELY AFFECTED BY THE SIZE OF THE BUILDING. CAVEATS THE FLOATING FOUNDA11ON OF CRUSHED STONE OR SAND SHOULD BE PLACED ON A WELL -DRAINED AND GRADED AREA, TO PRECLUDE THE RETENTION OF STANDING WATER. ON A WELL -DRAINED AND PROPERLY GRADED SITE, ANY GROUND SWELL SHOULD BE MINIMAL AND LINEAR, WITH NO DAMAGE TO THE BUILDING OR ITS CONTENTS. IT IS IMPORTANT TO NOTE THAT THE DESIGN OF THE BUILDING ENABLES THE TRANSPORTATION OF THE BUILDING, WHICH MAXIMIZES THE FLEXIBILITY AND LONG-TERM USEFULNESS OF THE STRUCTURE. FURTHERMORE, THE ELIMINATION OF FOUNDATIONS AND FOOTINGS MINIMIZES THE IMPACT ON, AND DAMAGE TO, THE ENVIRONMENT OF THE BUILDING SITE. THE USE OF STANDARD FOUNDATIONS OR FOOTINGS WOULD COUNTER SOME OF THE SIGNIFICANT BENEFITS, WHICH CAN BE ACHIEVED BY INSTALLING TRANSPORTABLE BUILDINGS. IN THOSE AREAS WHERE LOCAL BUILDING CODES MAY NOT ACCOMMODATE THE USE OF A FLOATING FOUNDATION FOR AN TRANSPORTABLE BUILDING, A VARIANCE TO SUCH CODES MAY BE AVAILABLE. SITE PREPARATION REQUIREMENTS (MANUFACTURER'S RECOMMENDATION) A: BUILDING SHALL BEAR FULLY ON A CRUSHED STONE BASE THAT IS AT LEAST TWO FEET LARGER THAN THE SCAB:' = r-0' ' LENGTH AND WIDTH OF BUILDING. B. STONE SHALL BE A MINIMUM OF 4° THICK OR DOWN TO FIRM SUBGRADE. THE VERTICAL SOIL CAPACITY UNDER STONE SHALL BE COMPACTED TO HAVE MINIMUM BEARING OF 1,500 POUNDS PER SQUARE FOOT. Perimeter Form STONE SHALL BE 3/8° OR SMALLER AND MUST BE SCREEDED LEVEL WITHIN 1V IN BOTH DIRECTIONS. STONE SHALL BE PLACED WITHIN A PERIMETER FORM WITH FLAT AND LEVEL TOP EDGE FOR SCREEDING. FORMING MATERIAL SHALL REMAIN AROUND STONE UNTIL AFTER THE BUILDING IS SET. Grade Level C. THE CRUSHED STONE BASE SHALL BE KEPT WITHIN THE CONFINES OF THE SOIL OR PERIMETER FORM. DO o Screed NOT ALLOW THE BASE TO BECOME UNCONFINED SO THAT IT MAY WASH, ERODE, OR OTHERWISE BE _ ' : • a _ ORDERMINED. — r. III —III -I I —III—III—III—III—III-I IF BUILDING IS PLACED ON PAVEMENT OR A CONCRETE SLAB, SUBSTRATE BELOW PAVEMENT OR SLAB — I IIII—III—III III —III —III —III -I I I -I I- MUST HAVE A VERTICAL SOIL CAPACITY OF 1,500 POUNDS PER SQUARE FOOT. PLACE STONE OR SAND TO III=III—III III=III=III=III=III—III- 1° ABOVE HIGHEST POINT OF AREA WHERE BUILDING WILL BE PLACED AND AT LEAST 1'-0" WIDE ALL AROUND THE BUILDING FOOTPRINT. RETAIN STONE OR SAND WITH A PERIMETER FORM TO PREVENT THE Stone Compacted Subgrade MATERIAL FROM WASHING OUT. SITE PREPARATION D. PROVIDE POSITIVE DRAINAGE FOR THE FILL, PAD, OR SLAB AS REQUIRED. SCALE: N.T.S. ACCESS A. CONTRACTOR MUST PROVIDE LEVEL UNOBSTRUCTED AREA LARGE ENOUGH FOR A CRANE AND A TRACTOR -TRAILER TO PARK ADJACENT TO THE PAD. CRANE MUST BE ABLE TO PLACE OUTRIGGERS WITHIN 5'-0° OF EDGE OF PAD AND TRUCK AND CRANE MUST BE ABLE TO GET SIDE BY SIDE UNDER THEIR OWN POWER. NO OVERHEAD LINES MAY BE WITHIN 75' RADIUS OF CENTER OF PAD. A MINIMUM OF 24° CLEARANCE IS REQUIRED BETWEEN THIS BUILDING AND ADJACENT BUILDINGS. DSPC Engineex C.O.A.: 9770 09/17/2018 �+ 4 NAV 4�z C'1 /' k: s r s t'•ir +�.��G'+-.' ,tip SCALE AS NOTED DRAWN BY MCG IME DATE 4/23/17 SHEEP NUMBER/ PIECE MARK 11.06 LUl/ i.r.rJ15u1CV lV1VldC�lJ;liVl VtcriJtVi1J;U lllitt(jJ ,• GEN, � ,�1 s � r. • Yj, �y. 7V ST4T `Q' DSPC Engineez° .; ( •'' tiSti a �:t�• C.O.A.: 9770 09/17/2016 e�It r � is t ENO STAMP 5.0 Building Production 5.10 STRESSING PROCEDURES For Roofs and Floors - Model 1012 &1220 1. Remove form rails. Verify concrete strength with Schmidt Hammer or cylinder breaks. Concrete shall be a minimum of 3,750 PSI before cable can be stressed. 2. Remove recessed plastic pocket —formers at the post —tensioning anchor 3. Remove the plastic sheath from the strand all the way from the base of the anchor to the end of the strand. Clean off grease from exposed portion of cable. Use a suitable solvent. Never heat or use flame on the cable. 4. Insure that the tapered holes in the anchors are cleaned and free of any debris or cement paste, which might interfere with proper wedge seating. 5. Install wedge sets around the strand at each anchor. Press the wedges in with the fingers evenly. Tap wedges in securely. Make sure the ends of the wedges are even with each other so that the stress will be evenly distributed over the wires of the strand. 6. Slide the wedge —setter over the cable and place against the wedges installed in the cast —in anchors (see drawing #1 on sheet A1.08). 7. Install the temporary reusable anchor on the strand. The plates of the jack will push against this anchor to elongate and, therefore, stress the strand. Set the temporary stressing anchor approximately 5" beyond the rear of the wedge —setter (see Drawing #1 on A1.08). 8. Install the plates of the twin ram stressing jack over the strand between the wedge —setter and the reusable stressing anchor. 9. Standing back from the jack, using a remote switch for the pump, stress the strands until the pump pressure gauge indicates a pressure listed on the calibration chart of your stressing pump, that corresponds to 33 K required tension on the 1h" cable. Whenever stressing be sure to observe safety precautions and operator positioning in anticipation of unexpected failures. NOTE: As a double—check to insure proper elongation of the strand, measure the distance the jack has stretched the cable. This dimension should be in accordance with the following formula: Length of total cable x .0795 = the length of cable elongation. 10. Release pump pressure slowly and remove the jacking system and temporary stressing anchor. Your post release tension on the cable will be 28.5 K. 11. Repeat stressing operation at other end of cable. To insure that cable is fully tensioned. Line friction may result in lower stress of total length of cable if this procedure is not done. 12. Release pump pressure slowly and remove jack system and temporary anchor. 13. Cut off strand tails at 1" from the wedge and pack the holes with permanent grout. permanent grout. SAFETY INSTRUCTIONS: NOTE: Stressing units are calibrated against load cells to determine the gauge pressures for a particular unit which will produce the desired engineering force. Gauge pressure versus actual load calibration should be checked every six months against a load cell. The sample table on A1.08 lists the current equipment in service. Never use equipment which has not been tested in the last 6 months. The Quality Control Department has the responsibility to insure the stressing unit is calibrated semi—annually. See the following sample calibration chart A1.08. The calibration chart of your stressing jack is likely to vary from the sample table on A1.08. ROOF AND FLOOR POST —TENSIONING Stressing System Safety Instructions This equipment is designed and built to provide safety during equipment operation. It must be operated and maintained by personnel who are trained in and follow safe procedures. Since the forces involved in tendon stressing are in the order of 33 to 46 kips, it is obvious that failure from any cause could be damaging to personnel and property. Accordingly, stressing equipment operators are expected to observe all applicable safety precautions including the following: 1. Before activating the pump, visually check all elastomeric tubing for nicks, cracks, or other damage and repair or replace if required. 2. See that all tubing joints are tightly connected. 3. Be sure that pump is supported in a stable manner and positioned to avoid strain on connection lines. 4. Be sure that protective dunnage and appropriate safety barriers are erected to protect the operator and any others in the area. 5. Observe the gauge pressure that will develop the required tensile force as marked on the tag attached to the pump. Locate this reading on gauge face. 6. Be certain that tensioning twin —rams are positively engaged and correctly aligned. 7. Activate pump and observe gauge. If pressure does not build up promptly, check system for leakage and make sure that anchors and wedges on both ends of the POLYSTRAND® tendons are properly engaged. When pressure reaches approximately 1000 PSI, stop and check for alignment. Make sure that the strand is at the top of the slot provided in the tension jack cylinder connector plates. 8. Continue pumping until final pressure is attained. When stressing long tendons, multiple strokes and resetting the temporary anchor will be required. — — CAUTION — — pressure will build extremely fast if rams are fully extended. Monitor ram extension and gauge readings continuously. 9. When the correct force has been applied to the tendon, stop the pump motor and release the pressure on the pack by opening the hydraulic valve. 10. Use care in moving and storing equipment to insure that gauge and tubing are not damaged. 11. Observe site rules pertaining to frequency of gauge calibration. ASS NOTED DRAWN MBG ISSUE DATE 4/23/17 SHEET NUMBER/ PIECE MARK A1.07 U 20171..l;ENBUKU UUNUK1;11; Dr'awinn Number 1 DSPC Engineer C.O.A.: 9770 09/17/2018 ENG SUMP V. ' € .4 5��43=t� i t . t a �r ��* fi•�`��. t l No. !%7,2 - O{ R` �d f NAL 1 1 III Cross Sectlon Flan 7 � NOTE The charts are provided as samples only and that the m 6 views may differ from your actual machinery. Always � refer to your manufacturers operation manual and the ul e certified calibration chartprowded at time of certification Tension machineryshould be calibrated at least once pe 09 a_ year by authorized and certified testing companies and 4 Q pressure charts updated. Follow all recommended safety is a instructions and procedures during the operation of tensioning machinery. DWG --NO PTI I Ubmird Sr Enoch -cm Balm fizam Load C!U NuMbsr, 6315S Ac#ua[ Load (DIPS) Rem Callbratlan Curvo Rare 01 VSL-229-00661 �� �. Guape #i VSL-229—OnNfd N 8906 Haute Cax-k Sprhamld, WOR11L 22= Phano Nm6rri C7831 4ffi-4aM Fax NuwArrh CM) 451-ON2 SCALE AS NOTED DRAWN BY MCG LMSSUE DATE 4/23/17 SHEET NUMBER/ PIECE PARK A1.08 V 2017 LhbNBUKU UVIN Lxtlh ���►►oatltt No r x NO. 1244 STAY .Q1Z DSPC Engineer a.Ij P`, •, C.O.A.: 9770 "'r �•r•s�`., �'ti�. 09/17/2018rr /*�i'•rA ;' �t` c ENO SUMP I m0 NOTE: OPTIONAL FIRE EXTINGUISHER SITE INSTALLED BY OTHERS. INSTALLATION OF ALL FIRE ALARM DEVICES (STROBES, HORN, PULL STATIONS, FIRE EXTINGUISHERS AND EMERGENCY LIGHTING) ON SITE BY OTHERS. ALL DEVICES SHALL MEET ADA REQUIREMENTS. FIRE ALARM PLAN SCALE: V = T-0" 8 5 LIGHTING PLAN SCALE: V = 1'-0" PP1-6 POWER PLAN SCALE: %" = T-0" CAUE— ASs NOTED DRAWN BY MCG ISSUE DATE 4/23/17 SHEET NUMBER/ PIECE MARK E1.01 LUl/ L _anLJKLJT L:Li1VL:KC1h "►llYL1Ai 1ti, i r' i STAY OF DSPC Engineez e, k 0 (� jai �+•' ` C.O.A.: 9770 i~ 09/17/2018 ii'!•A yt' s ENG STAMP SPECIFICATIONS 1. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE, NFPA 70 - THE NATIONAL UZFRICAL CODE (NEC) 2011. 2. WIRING SHALL BE IN CONDUIT, MINIMUM SIZE 1/2' OR AS REQUIRED FOR CONDUCTOR NUMBER AND SIZE. USE ELECTRIC METALLIC TUBING. WHERE PVC CONDUIT WILL BE EXPOSED ON EXTERIOR, USE SCHEDULE 80. USE FLEXIBLE CONDUIT FOR FINAL EQUIPMENT CONNECTIONS 3. CONDUITS AND GABLE PASSING THRU FIRE RATED CONSTRUCTION SHALL NOT LESSEN THE RATING OF THE CONSTRUCTION. CONDUITS PENETRATING EXTERIOR WALLS SHALL BE COMPLETELY WATERTIGHT. 4. SUPPORT CONDUIT AND 'GABLE DIRECTLY FROM THE BUILDING STRUCTURE AS PER NATIONAL ELECTRIC CODE (NEC) REQUIRETIEIM 5. CONDUCTORS SHALL BE COPPER, MINIMUM SIZE NO. 12 AWG OR AS REQUIRED FOR CIRCUIT. COLOR CODE IN ACCORDANCE WITH THE NEC. CONDUCTOR INSULATION SHALL BE TYPE THHN/THWN. 6. BOXES SHA L BE SHEET STEEL TYPE, STIED FOR NUMBER OF CONDUCTORS, FITTINGS AND DEVICES IN ACCORDANCE WITH CODE CDORDINATE PLACEMENT OF BOXES IN AND AROUND CASEWORK, KNEE SPACES, LAVATORIES AND OTHER EQUIPMENT TO AVOID CONFLICTS WITH MIRRORS AND OTHER APPURTENANCES, REFER TO ARCHITECTURAL DRAWINGS. LOCATE LIGHTING CONTROL SWITCHES ON STRIKE SIDE OF DOOR, FIELD VERIFY FINAL DOOR SWINGS. BOXES CAST IN CONCRETE SHALL BE CAST IN PLACE GRADE BOXES AND SR41 BE CAST FLUSH WITH THE WALL SURFACE 7. WIRING DEVICES SHLLL BE 20 AMPERE, SPECIFICATION GRADE TYPE, COVERPLATES SHALL BE HIGH -IMPACT PLASTIC OR NYLON. FINAL COLOR OF WIRING DEVICES AND MIERPLATES SHALL BE APPROVED BY THE OWNER AND ARCHITECT. 8. OWNER NOTIFY POWER COMPANY AND ARRANGE FOR SERVICE LABOR AND MATERIALS NOT COVERED BY THE POWER COMPANY SHALL BE PAID BY THE OWNER 9. LOAD CENTER SHALL HAVE MAXIMUM 20' WIDE CABINETS AND COPPER BUS BARS. PANELS SHALL BE FULLY RATED OR HAVE A UL LISTED SERIES CONNECTED RATING OF A MINIMUM 22,ODO AIC. IF THE ACTUAL AVAILABLE FAULT CURRENT EXCEEDS THE 2$000, CONTACT ENGINEER OF RECORD IMMEDIATELY FOR DIRECTION ON HOW TO PROCEED. PANEL BOARD SHALL HAVE A MINIMUM 2OX SPARE CAPACITY UPON COMPLETION OF PROJECT. OBTAIN FAULT CURRENT VERIFICATION LETTER FROM POWER COMPANY AND PROVIDE COPIES TO ARCHITECT, ENGINEER AND LOGY. AUTHORITY HAVING JURISDICTION. 10. OWNER PROVIDE GROUNDING SYS" AS PER NEC ARTICLE 250 REQUIREMENTS. 11. FLUORESCENT BALLASTS SHALL BE ELECTRONIC TYPE WITH EQUAL TO OR LESS THAN 20% THD AND A 3 YEAR WARRANTY. FLUORESCENT T5 LAMPS SHALL BE 3500K. 12. OWNER OBTAIN AND PAY FOR PERMITS AND INSPECTIONS REQUIRED FOR WORK. 13. DRAWINGS INDICATE DESIGN BASED EQUIPMENT. VERIFY EXACT LOCATION, CHARACTERISTICS AND CONFIGURATION OF CONNECTIONS REQUIRED FOR OWNER FURNISHED EQUIPMENT AND EQUIPMENT SPECIFIED UNDER OTHER DIVISIONS. IF ALTERNATE EQUIPMENT IS USED PROVIDE PROPER OVERCURRENT PROTECTION, DEVICES AND CIRCUIT REQUIRED. EQUIVALENT EQUIPMENT TO THAT SPECIFIED MAY BE SUBSTITUTED, HOWEVER, THE CONTRACTOR SHALL MAKE ANY ADJUSTMENTS AND CHANGES REQUIRED TO ACCOMMODATE THE SUBSTITUTIONS AT NO COST TO THE OWNER CONTRACTOR SHALL GUARANTEE EQUIVALENCE OF SUBSTITUTED EQUIPMENT. 14. PROVIDE SHOP DRAWINGS, OPERATIONS AND MAINTENANCE MANUALS AND MAINTAIN RECORD DRAWINGS PER THE REQUIREMENTS OF THE ARCHITECT. NOTE: ELECTRICAL SERVICE NOT BY LCCI EQUIPMENT CONNECTION SCHEDULE STARTER DISCONNECT LABEL DESCRIPTIO H.P. CIRCUIT LOCATION VOLTAGE WIRE AND CONDUIT NOTE NEM NEM NEM SWIT N ��) PHASE TYPE A BY LOX. AUX BY LOC. CH S SIZE EA EtCL SIZE D HAND DRYER 16 FLA 2, 4 BATHROOM 120V/lPH (1) 3/4' C, (2) #12, (1) #12G 1 HVAC HVAC TBD SEE DRAWINGS EXTERIOR 120V11PH (1)%'e,(2)#12,(1)#12G WC TBD 5 COAOLER EF UST 1/4HP 8 BATHROOMS 120WlPH 1 (1)3l4'C.(2)#12,(1)#12G _ - GF UNIT 1 NA 1 FEAXNHA NOTES 1 - MAKE CONNECTION TO MOTOR STARTER AUX 2 - INSTALL MOTOR STARTER FURNISHED BY MANUFACTURER. A- START -STOP IN COVER. 3 - MAKE CONNECTIONS TO CONTROLS. B - HAND -OFF -AUTO IN COVER. 4. FIELD CONTROL WIRING TO BUILDING AUTOMATION SYSTEM. C- PILOT LIGHT IN COVER. 5 - RUN FEED THRU CONTRACTOR CONTROL FROM FAN SHUTDOWN RELAY. D -AUXILIARY CONTACTS. I -FURNISH 8. INSTALL DUCT SMOKE DETECTORS. E - CONTROL CIRCUIT TRANSFORMER. 7 - PROVIDE G.F.I. OLITLETAT UNIT. CIRCUIT TO NEAREST 120V CIRCUIT. F - TWO SPEED MOTOR CONTROL 8 - WIRE THRU TSTAT THEN TO MOTOR. G - KEY OPERATED - UPIDOWN OR OPEN/CLOSE LIGHTING LEGEND EQUI LAMPS FIXTURE P. SYMBOL DESCRIPTION MANUFACTURER CATALOG NO. QT WAT VOLTA TAG Y. DESC. T GE OF1 4 WALL MOUNTED 12'x48' LIGHT COOPER METALUX MC-232T8NV-EBTI 1W 2 28W TS 60 120V FIXTURE Q 43 WALL MOUNT HIGH PRESSURE HUBBELL LIGHTING NRG301-PC 2 50W 60 120V SODIUM LIGHT FIXTURE HPS POWER LEGEND SYMBOL DESCRIPTION DUPLEX RECEPTACLE *GFI GROUND FAULT DUPLEXRECEPTACLE S SINGLE POLE SWITCH M OCCUPANCY SENSOR SWITCH WALL MOUNT TWO -POLE DUAL TECHNOLOGY OCCUPANCY SENSOR ONE POLE TO OPERATE LIGHT. ONE POLE TO OPERATE EXHAUST FAN. WIRE LEGEND LOAD CENTER SYMBOL DESCRIPTION as SURFACE -MOUNTED PANELBOARDS PANEL DESIGNATION: PP1 100 AMP LD CENTERERVICE: 120/24OV.10. 3W LOCATION: U /PLUMB MAIN: 100 AMP MCB EQUIPMENT/AREA SERVICED CR' ARMP K. AP CKIF. # PHASE LOAD VOLT-AMPS CKT # Cam' AM AM EQUIPMENT/AREA SERVICED IN g 372 2712 A 1D7D 240 R001 REPTAGE 20 1 2 20 kW ROOM PAW NO CHASE RECEPTACLE GFl 20 3 lE0 1o2D 4 20 WOMENS ROOM HAND DRYER WATER COOLER RECEPTACLE GFI OPTIONAL 20 5 6 20 LIGHTS MEIG ROOM LEMPTAGE 20 7 1N 140D 8 20 BMW FAITS SPARE 30 9 10 20 WARE SPARE 60 11 0000 192D 12 20 SPARE TOTAL PHASE LOAD: TOTAL PANEL LOAD: 5600 831 1240V 8312 34.63 GFolm Pm FLORIDA INSIGNIA & DATA PLATE COIaN,i01i TO BE MOUTED BESIDE PANEL 1011A MM BAR= �QiM mi BGUD OALP IE111RAL on Mimi JAM Is In cwm GgI�1iB EULI �0E CR0110 BS E7IQIL6iIC IIE1DS OR ROD dAD Imm LD 1919:II�S 1 SERVICE GROUNDING DETAIL -0Z Q•U•11C Q RK CaA1B:m BY OHM INTR PIPE aRi= E-1 C> 0 w co PA ch 0 U a v AS NOTECAUE D DRAWN BY MCG ISSUE DATE 4/23/17 SHEET NUMBER/ PIECE MARK E1.02 LUl/ l bhb 3U1(Ci (:U1V(:Kk lh lNUlL)KYVKAlhV ::. No..71.2�1� r STAT 0' .yr ••. �. \' �r. t DSPC Engineer 0���` .-`• C. O. A .: 9770 fI¢ tti ' r its 09/17/2018 1���! 1 � END _STAMP — `W1 2' CW SERVICE W/BALL VALVE ATER i-- ETERR WATER ------ J HAMMER W/ BALL VALVE r�cw L1 L11' � k W1 JI ", 2' V HEADER — � — 2' V HEADER m.i r—-----I——�-----r/mom, L1 W I CO I„1 L1' ' r• PTIONAL EWC CA 40 FD FD FD FLOOR J / 4' SAN. PLUMBING FIXTURES ADA COMPLIANT W1 L1 O 0 W CW SERVICE W/ BALL VALVE Of CW RISER o� 0 L1 Wl WATER PLAN SCALE: %" = V-0' W1 Ll O 0 CONNECT TO 3" VTR 4" SAN ON SITE 0 1Y" SANITARY o0 2" VENT TO LAV. 1Y"V. 4" SANI UP WATER 2" NT ji Ll Wl i SANITARY PLAN SCALE: %" = 1'-0' TARY TO CLOSET UP SAm ASNOTED DRAWN BY MCG ISSUE DATE 4/23/17 SHEET NUMBER/ PIECE MARK P1.01 LUl/ I"rM13UXLY L:V1VL:1CB1L" ,�1L1t11tEJJJ y No . i 2�4 r STAT� - O *i DSPC Engineer '"�r }. O,'-ti C.O.A.: 9770 ♦�� its-r 09/17/2018 G STAMP W PLUMBING SPECIFICATIONS 1. GENERAL 1.1 DESCRIPTION OF WORK: A ALL FIXTURES, EQUIPMENT, ACCESSORIES, MATERIALS, AND LABOR REQUIRED TO PROVIDE COMPLETE, COORDINATED, AND FULLY FUNCTIONAL PLUMBING SYSTEMS GENERALLY AS INDICATED ON THE DRAWINGS AND AS SPECIFIED HEREIN. 1. SANITARY SEWER/VENT 2. DOMESTIC WATER 1.2 RELATED DOCUMENTS: A THE REQUIREMENTS OF THE CML, ARCHITECTURAL, STRUCTURAL, AND ELECTRICAL DRAWINGS AND SPECIFICATIONS SHALL APPLY TO AND BE CONSIDERED A PART OF THE PLUMBING WORK IN -SO -FAR AS THEY APPLY TO THE PLUMBING WORK AND ARE REQUIRED FOR COORDINATION. 1.3 JOB CONDITIONS: A DUE TO THE SMALL SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS AND ACCESSORIES WHICH MAY BE REQUIRED TO PROVIDE A COMPLETE INSTALLATION OF THE WORK DESCRIBED AND INDICATED. B. PROVIDE FITTINGS, OFFSETS, TRANSITIONS, AND ACCESSORIES REQUIRED TO MEET CONDITIONS OF THE PROJECT. C. PROVIDE SERVICE ACCESS FOR EQUIPMENT, CONTROL COMPONENTS, VALVES, AND SPECIALTIES. D. PROVIDE ACCESS PANELS FOR VALVES, ACCESS DOORS, ETC. CONCEALED BEHIND FINISHED SURFACES. 1.4 CONFORMANCE TO REGULATIONS: A WORK SHALL CONFORM WITH THE CURRENT FLORIDA STATE REQ. FOR EDUCATION FACILITIES 1.5 QUALITY ASSURANCE A COMPLY WITH MANUFACTURER'S REQUIREMENTS AND NOTES AND DETAILS SHOWN HEREIN FOR INSTALLATION OF EQUIPMENT. 1.6 MATERIALS AND EQUIPMENT - A. EQUIPMENT PROVIDED FOR THIS PROJECT SHALL BE EQUIVALENT TO PRODUCTS SPECIFIED. B. CONTRACTOR SHALL GUARANTEE EQUIVALENCE AND IS RESPONSIBLE FOR MODIFICATIONS REQUIRED AND COORDINATION WITH OTHER TRADES TO FIT SUBSITTIITED PRODUCT INTO THE PROJECT. C. MATERIALS AND EQUIPMENT OF THE SAME TYPE AND USE SHALL BE FROM A SINGLE MANUFACTURER. D. PROTECT STORED MATERIALS AND EQUIPMENT FROM WEATHER. 1.7 UTILITIES AND CONNECTIONS: A OWNER WILL PAY FOR ALL WATER AND SEWER UTILITY CONNECTION FEES. B. COORDINATE CONNECTIONS WITH SITE UTILITY DRAWINGS. WORK TO LOCATIONS AND INVERTS INDICATED ON SITE DRAWINGS. PROVIDE TRANSITIONS IN SIZE AND MATERIAL AT POINT OF CONNECTION. 1.8 SUBMITTALS: A SUBMIT SHOP DRAWINGS AND PRODUCT DATA FOR FIXTURES AND EQUIPMENT SPECIFIED HEREIN AND ON THE DRAWINGS. SHOP DRAWINGS AND PRODUCT DATA SHALL BE IDENTIFIED PER INDICATIONS ON DRAWINGS, SHALL BE MARKED TO INDICATED SPECIFIC ITEM BE PROPOSED, AND SHALL. BE ORGANIZED IN AN ORDERLY MANNER. SUBMIT SHOP DRAWINGS ELECTRONICALLY IN PDF FORMAT. S. SUBMIT OPERATING AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT INSTALLED IN THIS PROJECT. INCLUDE COPIES OF SPECIFIC EQUIPMENT WARRANTIES IN MANUAL 1.9 PROJECT CLOSEOUT. - A. REPLACE OR REPAIR DAMAGED EQUIPMENT AND CLEAN ALL EXPOSED SURFACES. B. TOUCH-UP SHOP APPLIED FINISHES TO RESTORE DAMAGED OR SOILED AREAS. C. INSTRUCT OWNER'S REPRESENTATIVE IN OPERATION AND MAINTENANCE OF EQUIPMENT. 2. PRODUCTS 2.1 PIPING SYSTEMS: A DOMESTIC WATER PIPING - COPPER TYPE 'L7 SOLDERED FITTINGS B. SANITARY DRAINAGE - SCHEDULE 40 PVC WITH SOLVENT WELD FITTINGS. C. VENT PIPING - SCHEDULE 40 PVC W/ SOLVENT WELD FITTINGS. LEGEND SOIL OR WASTE PIPING — — — VENT PIPING _ COLD WATER PIPING HOT WATER PIPING —TW — TEMPERED WATER BALL OR GATE VALVE b CHECK VALVE DROP IN PIPING. SHOCK ARRESTOR ` ABBREVIATIONS AFG ABOVE FINISHED GRADE VTR VENT THRU ROOF EWH ELECTRIC WATER HEATER CW COLD WATER HW HOT WATER TW TEMPERED WATER ON DOWN WC WATER CLOSET UR URINAL LAV LAVATORY FD FLOOR DRAIN PLUMBING FIXTURE SCHEDULE FR. MODEL N0. DESCRIPTION W V CW HW NTH FIXTURE FITTINGS ACCESS. AMERICAN STANDARD ACCESSIBLE FLUSH WHEEL CHAIR ACCESSIBLE ROYAL FLUSH WI VALVE WATER CLOS. 3 1.5 1 '— 3695.128 17' HEIGHT (WALL MOUNT) 111 1,2 3690.01 17" HEIGHT (FLOOR MOUNT) L1 ACCESSIBLE WALL 1.5 1.5 1/2 1 2 / KOHLER MVP FAUCETS 1,2,3 HUNG LAVATORY K-2812 807-665PSHABCP SA WATER HAMMER -- -- X -- WADE ARRESTOR SHOKSTOPS FD FLOOR DRAIN 3 1.5 -- -- WADE TRAP PRIMER 1103STD6-27 ON SITE BY OTHERS EWC ELEC. WATER COOLER 2 1 1/2 1/2 -- OASIS PBACSL OPTIONAL -- -- 3/4 3/4 BIBB KEYED HANDLE HOSE BIBB 2 1 1/2 3/4 -- MERICAN STANDARD ROYAL FLUSH 186 1,2 6561.01 1 NOTES: INACCORDANCE 2• PROPER 1 FOR WITH APPLICABLE WALL DHI THICKNESS do CONSTRUCTION. 3• INSTANT HOT ELECTRIC WATER HEATER IS 4. SIZE PER MANUFACTURER'S RECOMMENDATIONS OPTIONALAF USED, PROVIDE TEMPERING VALVE FOR NUMBER OF FIXTURES SERVED. 5. WATER HEATER IS TO BE INSTALLED ON SITE BY 6. TRAP PRIMER IS OPTIONAL INSTALLED ON SITE BY OTH NOTE: PLUMBING SERVICE & FIXTURES NOT BY LCCI ALL PLUMBING FIXTURES ADA COMPLIANT ;309.4) FAUCET NO MORE THAN 5LBS. FORCE TO OPERATE 5 scALE AS NOTED DRAWN BY MCG ISSUE DATE 4/23/17 SHEET NUMBER/ PIECE MARK P 1.02 DRAWING PACKAGE NUMBER: SFS108176 10'-8" x 17'-6"x 9'-8" EASI=SET SIERRA FLUSH RESTROOM BUILDING DRAWINGS CUSTOMER: ST. LUCIE COUNTY k `PROJECT: WHITE CITY PARK RESTROOM BUILDING PRODUCER: LEESBURG CONCRETE COMPANY, INC. DESIGN NOTES: GENERAL NOTES: 1. DESIGN SPECIFICATIONS - FLORIDA BUILDING CODE 2014 5TH ED. - 2014 ACCESSIBILITY CODE - 2014 MECHANICAL & PLUMBING CODE - 2014 FIRE PROTECTION CODE - 2011 NEC - IBC 2012 - ASCE 7-10 - ACI 318-11 - PC] 7TH ED. - STEEL CONST. MANUAL 14TH ED. 2. BUILDING OCCUPANCY GROUP: U (UTILITY AND MISCELLANEOUS) 3. CONSTRUCTION CATEGORY: II-B 2. LOADS - ROOF LIVE LOAD: 150 PSF - FLOOR LIVE LOAD:,50 PSF - WIND LOADING: 170 MPH - SEISMIC DESIGN:RISK CATEGORY III, DESIGN CATEGORY D 3. MATERIALS - CONCRETE = 2,500 PSI (RELEASE) = 3,500 PSI (RELEASE - POST -TENSIONED PIECES) = 5,000 PSI (28 DAY) - REBAR: ASTM A615, GRADE 60 - WELDED WIRE FABRIC: GRADE 65 ASTM A1B5 4. BUILDING FINISH: - EXTERIOR WALLS: SPLIT FACED BLOCK; COLOR PER OWNER - EXTERIOR ROOF: BROOM FINISH; COLOR PER OWNER - WALLS: STAINED AND SEALED - INTERIOR WALLS: WHITE - INTERIOR FLOOR: SILOXANE FLOOR COATING - GRAY - DOOR COLOR: T.B.D. (EXTERIOR & INTERIOR) PREPARED FOR: Leesburg 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2014. 57H EDITION. 2. ALL SITE RELATED WORK SHALL BE PERFORMED BY OTHERS UNDER SEPARATE PERMIT AND IN COMPLIANCE WITH THE AUTHORITY HAVING JURISDICTION INCLUDING, BUT NOT LIMITED TO. FOUNDATION, TIE DOWN, GRADING, SIDEWALKS, ACESSIBLE ROUTE, BUILDING SETBACKS, UTILITY CONNECTIONS, ETC. 3. DOORS: FL4553 APPROVAL 4. BUILDING DESIGN DOES NOT CONTAIN AN ENHANCED HURRICANE PROTECTION AREA 5. THIS STRUCTURE IS EXEMPT FROM THE FLORIDA ENERGY CODE REQUIREMENTS. 6. TOTAL BUILDING WEIGHT DOES NOT INCLUDE EQUIPMENT BY OTHERS OR FIXTURE WEIGHT 7. REQUIRED SEPARATION FROM OTHER STRUCTURES AND/OR PROPERTY LINES SHALL BE DETERMINED BY THE AUTHORITY HAVING JURISDICTION. 8. WINDOWS AND DOOR SHALL BE CERTIFIED WITH COMPLIANCE WITH WIND DESIGN PRESSURES FOR COMPONENTS AND CLADDING 9. PLAN RENEW INSPECTION REQUIRED BY CHAPTER 633 F.S. SHALL BE DONE ON SITE BY LOCAL FIRE SAFETY INSPECTOR 10. THE MANUFACTURER SHALL VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE START OF WORK 11. DURING AND AFTER CONSTRUCTION, MANUFACTURER AND/OR OWNER SHALL KEEP LOADS ON STRUCTURE WITHIN THE LIMITS OF DESIGN LOADS 12. WORK COMPLETED BY OTHERS: A) FINAL CONNECTIONS FOR ELECTRICAL, HVAC, PLUMBING AND FIRE ALARM SYSTEM B) FINAL UTILITY CONNECTIONS C) PERMITTING AND INSPECTIONS AS REQUIRED BY FBC D) LIGHTNING ARRESTORS AND PROTECTION IS BY OWNER P.D. = PANEL DIMENSION ` R.O. = ROUGH OPENING TYP. = TYPICAL r�ql emu us�amrCuapa a,..e me woeam,e��+n�m[�m wws a+w w.,�r �.i.eMm em mr waam F. �ORPORATE0 (OMPpNY, IN ��OiaNENaF�Y�i MOM SUBMITTAL DRAWINGS DRAWING INDEX SHEETTITLEREVISION0. DA COVERSHEET 1 04.12.17 PLAN VIEWS 1 04.12.17 BUILDING ELEVATIONS 1 04.12.17 r BUILDING CROSS SECTIONS CONNECTION LAYOUT CONNECTION DETAILS CONNECTION DETAILS RECOMMENDED SITE PREP EL-1 ELECTRICAL DRAWINGS P-1/21 PLUMBING DRAWINGS 49 EE=01 r @J 4 cm -------------------------- ea W � to 71-li V. o s� 8 C m R •m CioUk' e 6 B m 8 m >< ¢Ns"L NOVA I. ALL RDUIED OPE FOR ELECTRJC, _ cI IWIMUL, LODYEIG, CEC WSI BE SCUD AND w ¢ tj LOCAim BY BUYER ON LIDS DRAN4 (OPE" 5�5 AI0 LOU1gIG WY HA4E TO AUEI¢D B' THEY WIEPm VITH CMCTDG as yyyy AREOP A 6 MMS 3. M BE REOR ]. A ILDOM COPY EEL BE D MR PR BEFORE BOORS CAN DE RELEASED FOR PRODUCMW L DOORS - F- 1)3 APPROVAL 1 GRAB BARS (O » AI9 (1) IY SIAWLESS STEEL WE O IB GA DI EA. REMOOM 1D FLOOR A o ROOF PLAN s MESSAGE CENTER FINISH WALLS: SPLIT FACE BLOCK BUILDING ROOF:CEDAR SHAKE FINISH. BUILDING STAIN DOOR COLOR - BUILDING WEIGHT XXXXX LBS (EXCLUDES aBx1.n A U NG A RIAL CUSTOMER APPROVAL BF. as sDxY E-02 AwRm L O Btoaartl ��� rya i ._}\WII: PIWRdt - 'P EU1R M C 3'-D- I I Ta I I a I Y E-lo' r Y-Y R19DG owasoN r IB-B PD. ROOF I I I i g� w+r vmc g � (RP-LO2J 1�-L�) I � I e I a � jiOOF ; ROOF , I S105� L `y�0 yI I iY I ,I I ,I II s-N 1 ` 11'-IOT RWF LEPDI ROOF I I I i g� w+r vmc g � (RP-LO2J 1�-L�) I � I e I a � jiOOF ; ROOF , I S105� L `y�0 yI I iY I ,I I ,I II s-N 1 ` 11'-IOT RWF LEPDI N ELEVATION BUILDING III CONTRACTOR: LEE BORC CONCRETECOMPANY M'dland,VA22728 . RM.WAU5. FA 41 CHM UGHT em" CHASE - ----- OR UGHI UGW-"E! -------- ti ------------ ------- - ------ ----------- Loa OR E-- TV FRAUE STAXESS STEEL MMOR HAND DRYER mZ BAR GRAD BAR 7--9 FOOTTED, ME W (TYP-) a HERE. WHET T 7E LONGITUDIPA L SECTION TRANSWIRSE SECTION t • ALL REFERENCES BELOW ARE PER 2010 ADA STANDARDS FOR ACCESSORIES DESIGN. ADA SECTION 603.3 ADA SECTION 606.3 5 ------- 0) ADA SECTION 308 8 (V-102) CLEMM Mal, :r(v*-Im) () ADA SECTION 604.5-604.5.2 & 609 0) ADA SECTION 604-604.4 ADA SECTION 604.7 W tS L ADA SECTION 606 aw sr R,Dws o p PEW FLOOR 16* Ll- V-V 4' COVE DETAIL AT BASE ONLY (TYPICAL) Rb LONGITUDINAL SECTION E—D4 V-5, r-Iw f W-5, ---====� - ------------ ----------------- ===-- "�� -------------------------- -------------------- C.) ,A - ------- --- ---------- H,) F-1 V Iril r U lilt L-A 5'4* -------- - - - ---- e E) (Big T, ell 0 00 0 ti ---------- G) ------- — ------- —67 G . . . ........ (63 13 ti O D! DESCMPION FRI. REY I FR-CI,, HY-V x 17'-6"x 9'-8- BILOWEMD EASI-SET SIERRA FLUSH RESTROOM BUILDING Y1 I -I- iA M19 CdeH Rd. Wand, VA22728 - info@EasiSetoon LEESBURG CONCRETEPM, wmEasikom - 800-5474045 - Fax 540439-2541 11 M mmv, .=MV I'M sill g'-8- EASI-SET SERRA FLUSH RESTROOM BUILDING SET 011 IVORL r aB � J PROJECT: 10'-6' 17'-6'x 9'-B' DATE - DESCRIPTION IN], REVI EASI-SEr WORLDWIDE c'& q ' CONNECTION OETARS En SE T SERRA FLUSH RESTRDOM BUILDING CONTRACTOP. 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Ntl - S byrVM tLNN N lron LOId - 3 l[31515 roLLrroM' oremltA 01 DNbr DBlro3 aml -/ 7lNN N O1nY-lf -lwls - B 3,fCIM a1 9AWJJwRJ m - f 'NNW N dNs-1L115 - Y tOWN3Yl01Yn AB 0969a611 mINfIS rolOn 11IlSN - L ?YIr mltlrl9 b010n 01 ro0D3Nro3 ]3r11 - 1 T3IM 1 YN t lam 9A DLW (1) 2U (i) 3 I/f (I) Ndl/6DZ1 SDNxAYB 1. 9DXelIN 1S NYJ lLRNO 9 1 _ _ _ _ _ _ DLY (1)'ZId (i) 3 .I/C (1) -v=l fi0M SNaxro] 735 YU 9Y-Sn N3AN OXM a SllM N)06S YI[a lOW0L0510 �Ol ]la YIm1 �Ol AB TPV "is 11At 1NWaa Wa 3L8 /3MU IJ]Il1'Al 131aA (YL)'dN NNA0530 13dY1 31A03HOS NOLL33NNOO 1N3WdlnO3 o �a 3 '�q PPI-8 ® c S PPI-5 � m y E ■ a 5 FI p R. U PUAl__., r_— PAx¢ w1 1 I PPI I I - - II II - K� F, k� L-3JL_, FI -I PPI-4 2LIGHTING 1 POWER PLAN 0 o m o rz 5 GENERAL NOTE: m SEE DRAWINGS E-03 AND E-04 FOR MOI1MG PANEL DESIGNATION: HEIGHTS OF EOIRP6IFI—M. m R wcw, 4l �5 98 CUSTOMER APPROVAL uu4_II I—BL' DAIL. LL—OG SERVICE: Impay. a sr � . LOCATION:OE�i9uue [x� MAIN: Im ury u® EOUN6ENf/AREA SERNFfD DRIC �. PHASE LADS �' BRKT. EOUx'MENT/AREA SERVICED ADP / A I AMP oI[x xs xoou P[fYTApL m 1 ISOIsza 2 m xoou xAm ama¢Puuz m 3 Im Icm 4 m PBBR xun oxxFA emu raavruzz m 5 Im sm fi m ons PAC za 7 sro lao 8 :o AllBf curs AxE zo D o000 osoo 10 m u¢ AFE m 11 oa0o 8880 12 m xff TOTAL PHASE LOAD: z>m zmo 5t /z10'z TDTAL PANEL LOAD: suo PAtRL ua's • iiN 1. GENM& " m,�wsora�u,� "'ooa¢«.' ,gym: � .�w,vEarovs' Pxu"L v�u�rc�srss,a mo ar u NP um aw ra «r.urs Am As sw«,m 1EAON. i mive H�ia� ,S ELNFD OOOW,IS rra numc raL Nam-r.a a neY unr ro n�E nu�o m wE xmxsn rm Pnimrum1. u AY fVImOm6 A MIL OA43. II�fILra�� � NIGI WY � M91sllDro,O N�OrTC A ms,nE Nsrw.m, « ra rasa oEso�n um Noum mmrs, «rsaz ,wmnoi¢ nm �� �m«En ro � m�aa «nc raoEcr. � vEGtlEi IC24 laM mleFlmlf. avnL'll mPOM0115. YN1L� 0. 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MN 9W1 � tlIG4�D N MI a wcaom Am HN�Pi.w¢ N1aw.s mE UPI Ra « mA:mrt uniwm N >� rimcer. ucu¢ ruvEs « roc miwPPr fA IIE4LE Cf®IF. �- A IEAA« « IDPYI ONV® PA6Nl0 NP OEM1 IN. W VSm 0. roOPMP 9PV N1ID mBLS ro 105101E OuucFO OR ®IID AGGL L PErm,s r�EmLa.E N orExA,w N.m runoN¢ « cauroim+r. 2. PRODUCA 2, lW1C miOs A OP,QS,C H1,1i RV0 - PA: N,OP.Iff OPAIYS - SOImLLE tl V:O NN fm141R RIL RR06 G VPP ffl110 - SC®01£ s0 RC A/ 9AfflP tP➢ Fl,IUAS. LEGEND ABBREVIATIONS N� Holm u.¢ — Pn a rAa,E R'.vc .__ iRP EalEA R410 Prtcmoro,,cAm, Pm Hm — Mm Hmt Pwwc Rm Him — — Paa « us vAty[ Pcn —3 �NPRtl YHL p F�cO, ARantN tAvaHrr Fmm wN PLUMBING FIXTURE SCHEDULE N6 of m • v Cw NEf 16R Nm� N75 NK111RE flETIRfS ALOES. H y �j a pays a 19 , — pm; STeC BmuSlRa�gyx ,3 Lf Id ,d In ,n PIm1511d6 pWsw6 ,•� NOTES . I. 0.54 s .MWI, '' r°Aiu°' mPaEs as cnv�'i. a PNRDE TPmOm�o vur< a � v,n u,N,rc,vEms vua,moAnws MIW WA 6 iR11N6 SALID. 2 SANITARY SCH ATIC mnn"n vain wiomt � W i� � T T T Fu S mG� JJ 1/tomJ u CIE u 11 d 1/Y « BT 10 W. 1 1/Y w So= i dam' ■� ML'AM 1WATER SCHEMATIC DAIL 11 P-11 a� 1 1/2' VAN TO LA V. UP // W1 "SANITARY TO WATER CLOSET g 1 1/2" (TYP. FOR 2) _`//� m 1��2" CW WATER TO LAV. (TYP. FOR 2) o L1 n (TYP. FOR 2) e 15 y CONNECT TO 4"SAN ON SITE 2"VENT FOR MS ...� = CW SERVICE W/ BALL VALVE j i ............._ _1 I 3" V.T.R. ba i 1 1/2" CW RISER 1" CW DROP W/ BALL VALVE 1 TO WATER CLOSET. (TYP• FOR 2) NOTE: NOTES: 1. TEMPERED WATER TO BE PROVIDED BY OTHERS. W� BALLETERVE 1. ROUTE SANITARY ABOVE FLOOR TO FIXTURES. 2. ROUTE VENT PIPING BELOW CEILING. MLAIER EL6N SANITARY PLA 0 m < 5 e � m W c � W � 3 CUSTOMER APPROVAL TAC P-02 Ar4aavm ar. wm Indrio Road School House SHEET NO. 10F1 BOUNDARY & - "WORAPHI C SURVEY OF LANDS L OCATED IN SECT/ON -14 = 34 - 39 SAINT LUCIE COUNTY, FLORIDA. ABBREVIATIONS/LEGEND o = Power Pole Y = Monitoring Well ®= Sanitary Sewer El = . Riser I Concrete Power I y K I= Back Flow Preventor Wateistone. Community' IDev e+�a _ Sewer Valve Pole b Found 4"x4" I C.M. Parcel ID: = Water Valve Stamped LB 1311700-00f.2 000 4 Found 4 k4° O = Electdc Box I 5610 N89" 49' 09"W (BEARING BASS C.M. _ . L951-- Sewer C/ean0ut Stamped LB - Fire Hydrant' - a 20' FPBL 576.21' 561.0 °� = J M _ Catch Basin scA�e�-: -�i Easement (� ta�I f DESGRIP770N a �i The E 1/2,of.the SW U4 of the SW V4 of the NW V4 of Section, 14, Township 34 South, Range 39 East' Less tights of. way.for, canals and roads LESS AND EDCCEPT THE FOLLOWING:' y . A portion of PLAT OF FORT PIERCE FARMS, according to the plat therieof, as recorded in Plat Book Z Page 7 of the 1 I A . ^ �rtit `It�L'yb^ I I +ry°ry+ryo°+^9^ �0+^9� ^A ^A ryo Public Records of St. Lucie County, Florida, lying in the southwest one quarter (S.W.,1/4) of the southwest one -quarter + + Proposed 17= x = Ad - I: I W(SW.. 114) of the northwest one -quarter (N.W..114).of-Sedfon 14, Township 34 South, Range 39 East,_ being more I 9. g. 1o's Butdr ,DIR _ : oi� I' + ^ 9+.2 a� +^ 9+ 9 }. ^0 FFE = 23.72' particularly described as follows I Efev.' center of I r Commence at a found 1/2'. tron rod with no cap marking the west one -quarter (W. 114) comer of said'Section 14, thence road = 22.22' I 0� �BBRCt�A a `=° North 00°3749." East 36.09 feet along the west'line of said northwest onkuarter (N.W. 114) to a point on the Baseline _ + ^ + + of Survey of State Road 614 (Indrio Road) as shown. on the Florida Department of Transportation. Right of Way Map for _ Bench ryea IteMSe rent No. 2303384 Section 94004-2501 • thence South 89.°51 '59" East 95.21 feet aloe said Baseline. of 1 I 194:7.1' ^o e o o g 9 I I f+ry +ryo +2°'+2°' . - . -_= - Survey, thence North 00 08'01" East, feet along a line at a right angle to the last described course' to a point I I Concrete Power ^96 0^ O a� o intersecting the north existing right of way line of said State Road 614 (Indrio Road) and the east existing right of way �. ry ^ ^9 A' °. ry O' ^. y I Pole + + + + ^ +ry +ryo' +ryo +ryo: line of Emerson Avenue, said point also being the POINT OF BEGINNING,' thence North 00°3749" East, 75.37. feet E/ectdc.Meters along said eastexisOil right of way line of Emerson Avenue; thence South 42, °10'16" East, 22.50 /eef;, thence'South I- O I Proposed5' 87 °5538" East, 23735 feet;•thence South 73 27'08" East 52.01:feet thence South, 89°5f'59",East, 273.12 feet•, m 1, of W = y : . W Conic. Sidewalk . N ryoh oo . W thence South QO 38'20'West 36.00 feel to said north existing right of way line of State Road 614 (Indrio Road); thence Q I d I el and Handicap Wood 2 } } o Colan J Macomber W 3 0►' ry ;o. ,� North 89"51'59"West, 575.71 feet along.said notch existing right of way line to the POINT OF BEGINNING. J V j a Parking beck Alice Macomber " I d Z a y Containing 0.597 acres,. more or less. c e W Q C g I Parcel ID: O o I F 19. + + .: y. C 1314-231-0003-000.8 1 1i ii O, O e 0 O ci I y'rmn Q 2 I m ^90 +^g. ++a9 +^°�' 2 REPORTOFSURwy I' I C' W Reproductions of this' Sketch are not valid without ;the signature and the odginal.raised seal of a' Florida licensed I y ^9^ surveyor and mapper. Not valid. without the signature and the original raised seal of a Floridd licensed surveyor and mapper. . I W Additions or deletions to survey mops or reports, by other than the signing surveyor is prohibited;, without consent of the I I 7.466 A CRES : signing surveyor t ! I I The last date. of fieldwork was March 25th, 2019 II This map is intended to be displayed at a scale of 1 " =100: Concrete Power I ( Pole S42° 10'.16'E Lands shown hereon were not abstracted by this otFce for.right of --ways, reservations, agreements, and/or easements Sewer Valve I 22.50' of record. such information should be obtained and confirmed by others through appropriate tide verification. s Set 51.8 o 1 Stain ed Iron BeatingBase t u th e between monum as depicted Bea p n rvey is orth property'lin .6 twee the entation depic ring being. N Rod Sef5B"!ron Rod Stamped St. Set 5/8"Iron 'Rod .. 85' � ..Lucie Co. .. e for this the.north rstt., e5 Aron Rod 23 35' PLS 3916- ' ed St ... 87° 55' 38 E '3o2�,De' PL 27 Underground utilities, utility services, foundations and improvements not located as a part of this survey. Lucie Co: • Stamped St _ S S 3916 Lucie Co Lucie Co.. ,� ^ $ T 3 F 3.12': PLS 39.16 PLs39.1G Less 8 EXC@ t ?o�• — — ° , l I,,, p / o S89 51 5co 9'E o To make the map legible the symbols shown hereon and as described in the legend -are not always to scale, but W Less &OExcept . Parcel / .N surveyed / - / 1 a // / / indicate the location rn Parcel / Lriginal Right of Way Line. W N89°51'59"W 575.71' o Expected use of property Rural z - S89°°51'5s E -,�,o' /NDRIO.ROAD - SR 614 - All measurements are in accordance with the United States, standard' in feel POC 95.21' c N.. Less & Except z RM VARIES_ Parcel -- -- - )' -- -- ----' -- -- t tel u 1 d i . Quarter Section Line Elevations are in fee and aced to. NAVD (North American Vertical. Dat m). Temporary benchmarks are ocat as INest� Comer Baseline of (Under Construction) Section 14 Survey SR 614 shown. Horizontal relationships; as shown hereon, are based on the Florida State'Plane• Coordinate grid., east zone., using the North American Datum of 1983 with the 2011 adjustment (nsrs 2011). N' 1"d • h t th t d th 1 ed 1 f FI .1. BOARD OF COUNTY COMMISSIONERS ST. LUCIE COUNTY, FLORIDA PUBLIC WORKS DEPT., ENGINEERING DIVISION SURVEY SECTION 2300 VIRGINIA AVE., FORT PIERCE, FLORIDA, 34982 TELEPHONE 462-1707 of va r wrt ou a sJuna ure an a ongma cars sea o a onda incensed surveyor an Property is l ocatad i Flood Iona 7C ( a of Mfnfmal Flood Hazard per Zone Map 12111 Crv7Qf with an eftectivu date of 12/ffJ2012. , TE REVMTM CERT/F/CA TE / hereby certify -that. the boundary and topographic Survey represented HO. DATE - - SUBJECT 9L �' RR hereon, dated this 28th day . of March, 2019, was performed in the field 'under -My direct Reed - RR . supervision. and is true and cornett to the best of my knowledge and belief, and meets. the RodI . m Standards of Practice set forth by the Florida Board of Surveyors and Mappers in.Chapter Professional Land Surveyoor 5,14 7.052, Florida Administrative Code, pursuant to Section 472.072 Florida' Statutes: Florida Certificate. Number.3916 . t BOUNDARY & ] 'OGRAPHIC SURVEY OF LANDS L OCA TED IN SECTION 14' - 34 - 39 SAINT LUCIE COUNTY, FLORIDA ° I 1, I Concrete Power• + Pole. � I r ,C Easement, 1• t f' y it 'I:.I.I i i . t 14 xl- I 1 Elev.; center of r 3 1 load - 22.22" �I;I • St nnnICc Ji 14 1J. Q� f I I Zvi .I Fi 1� W i a' if. i0 f I" LL! )' c M t o I. it tm ,1 , � �, tl. j ill i l .• I y �� .'I , I .sfi {1 c V I 1(yl'PC Sewer Valve S>^, w i L 18 Set 5/8" Iron Rod. _ Stamped St Lucie Cd POB ^I 'co, �W a Less8 Except . --: _ °f m Parcel — v rn.• P Id .. r a o. --- y —- ABBREVIATIONS/LEGEND o = Power Pole e = Monitoring Well ®= Sanitary Sewer p = Riser �- = Back Flow Preverttor o8a = Sewer Valve = Water Valve ® = Electric Box Fire Hydrant = Sewer Cleanout ° ® = Catch Basin SCALE: 1 DESCRIPTION 4 w The E 92 of the SW 1/4 of the SW 114 of the NW U4 of Section 14, Township 34 SodfN'Rari -0 Pfighy�of; way for canals and roads. LESS AND EXCEPT THE FOLLOWING: A portion of PLAT OF FORT PIERCE FARMS, according to the plat thereof, as recorded in Plat Book 2, Page 7 of the Public Records of St Lucie County, Florida, lying in the southwest one -quarter (S.W. 114) of the southwest one -quarter (S.W. 114) of the northwest one -quarter (N.W. 114) of Section 14, Township 34 South, Range 39 East, being more particularly described as follows: Commence at a found 112" iron rod with no cap marking the west one -quarter (W. 114) corner of said Section 14; thence North 00*3749" East, 36.09 feet along the west line of said northwest one -quarter (N.W. 114) to a point on the Baseline of Survey of State Road 614 (Indrio Road) as shown on the Florida Department of Transportation Right of Way Map for Item/Segment No. 2303384, Section 94004-2501; thence South 89*51 '59" East, 95.21 feet along said Baseline of Survey; thence North 00"08'01" East, 23.91 feet along a line at a right angle to the last described course to a point intersecting the north existing right of way line of said State Road 614 (Indrio Road) and the east existing right of way line of Emerson Avenue, said point also being the POINT OF BEGINNING; thence North 00*3749" East, 75.37 feet along said east existing right of way line of Emerson Avenue; thence South 42 *10,16" East, 22.50 feet,- thence South 87 *5538" East, 237.35 feet; thence South 73 "27'08" East, 52.01 feet; thence South 89*51 '59" East, 273.12 feet,' thence South 00 "38'20" West, 36.00 feet to said north existing right of way line of State Road 614 (Indrio Road); thence North 89"51'59" West, 575.71 feet along said north existing right of way line to the POINT OF BEGINNING. Containing 0.597 acres, more or less. REPORT OF SURVEY Reproductions of this Sketch are not valid without the signature and the original raised seal of a Florida licensed Surveyor and mapper. Not valid without the signature and the original raised seal of a Florida licensed surveyor and mapper. Additions or deletions to survey maps or reports, by other than the signing surveyor is prohibited, without consent of the signing surveyor. The last date of field work was March 25th, 2019 This map is intended to be displayed at a scale of 1" = 100'. Lands shown hereon were not abstracted by this office for right-of-ways,'reservations, agreements, and/or easements of record. such information should be obtained and confirmed by others through appropriate title verification. Bearing Base for this survey is the north property line between the monumentation as depicted. Bearing being N 89*49'09" W. Underground utilities, utility services, foundations and improvements were not located as a part of this survey. To make the map legible the symbols shown hereon and as described in the legend are not always to scale, but indicate the surveyed location Expected use of property: Rural All measurements are in accordance with the United States standard in feet. Elevations are in feet and related to NAVD (North American Vertical Datum). Temporary benchmarks are located as shown. Horizontal relationships, as shown hereon, are based on the Florida State Plane Coordinate grid, east zone, using the North American Datum of 1983 with the 2011 adjustment (nsrs 2011). Not valid without the signature and the original raised seal of a Florida licensed surveyor and mapper. Property is located in Flood Zone 'X" (Area of Minimal Flood Hazard) per Zone Map 121 IJ G6670j with ar,, Bffective date of 1211612012. SURVEY DATE REvisroNs CERT/F/GATE: I hereb ce►fi that the bounds and to o ra hic surve re resented f - BOARD OF COUNTY COMMISSIONERS SUBJECT BY 03-25-19 NO. DATE ,PROJECT d ST. LUCIE COUNTY, FLORIDA hereon, dated this 28th day of March, 2019, was performed in the field under my direct - - - SchoolNouse ,-t �� ' - PUBLIC WORKS DEPT., ENGINEERING DIVISION CHK. RR Rod Reed .. ® SURVEY SECTION n!� supervision and is true and correct to the best of my knowledge and belief, and meets the Profes" orral l.snd Surveyor , • 2300 VIRGINIA AVE., FORT PIERCE, FLORIDA, 34982 Standards of Practice set forth by the Florida Board of Surveyors and Mappers in Chapter , SHEET 1 TELEPHONE 462-1707 5J-17.052, Florida Administrative Code, pursuant to Section 472.072 Florida Statutes. Florida Ceitifica!e Number 3916 1 ET 1 __.�_ ' __ _.