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Home My WebLink AboutBuilding Plans7%D-.ob9 COM�mERCIAL CIRlzCL CIVIL CONSTRUCTION PLANS &SPECIFICATIONS SECTION 35, TOWNSHIP 34 S, RANGE 39 E ST. LUCIE COUNTY, FLORIDA LOCATION MAP N.T.S. LEGAL DESCRIPTION: LOT #25 IN BLOCK "B", KINGS HIGHWAY INDUSTRIAL PARK UNIT 2, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK #32, PAGE 5A, OF THE PUBLIC RECORDS OF ST, LUCIE COUNTY, FLORIDA, CONTAINING 34,300 5CtUARE FEET OR 0.787 ACRES, MORE OR LESS, OWNER THE ELENA PELUSO REVOCABLE LIVING TRUST 6242 ARLINGTON WAY FORT PIERCE, FL PHONE: 561-34 1-1346 ENGINEER 590 NW PEACOCK BL PORT ST. LUCIE, PHONE. 772-87 C 1 tl EI G X, /q /L Co . SUITE #8 COVER SHEET 1. SITE PLAN 2. SITE PLAN DE -"-AILS 3. PAVING, GR,�'.""�NG, & DRAINAGE PLAN AND SPECIFICATIONS 4. PAVING, GRAE"NG, & DRAINAGE DETAILS 5. WATER & WAS'?IEWATER PLAN 6. WATER & WAzJEWATER DETAILS & SPECIFICATIONS 7. STORMWATEF'k POLLUTION PREVENTION PLAN REG D ocr!'EI 11 it, u,Cle CDuntr. Permiftl z LLJ 11 N O r 10 ENGINEER'S PROJECT NO. 19-1024 ENG I lu- LOT 24 BLOCK B 1 11°P II 5.1P i 5 10 20 10 0 Cli CO EX. MES .- W .- 1N: FEET 15' DRAINAGE EASEMENT I I I EX. MES INV_EL 124E , {J a �.. 1 inch 10 ft. ! I I ENV EL tz,o I _ - - --- ---, ------ I I�_.-� --EX IB RCP '--rr__-__i I_'.______ -I i- i w�• ------------------- _-_ --L- ____-1--I �__�1 ZI�� J o � n I L: I I. F'---X. 18"RCP i. _-_ " ,. __----1-�---- 1 __-_J C?,,� I �� EX.INV: N 89 30.55 W. 245.00 i \'__%... L-- E-------------- -- --- I / �--. L- z Q 'EL. 12.57 IL. : , I 1 ; I I � __ I I / � EX. MES W ' � / INV.EL: 12.97 � \ , 1 I EX. MES �P� 1 I INV. El 12.80 I; ,.I 'I 11 0 15 DRAINAGE EASEMENTLu II \ II i1 J tg I I I I i I W I. EX. MES i.. I z i W M - - - I 7 � n 1 w ae- . .. 1 INV, El. 12.81 W i m I - I I I I n :, I z LJ- W 0.F-O.d -_�- o SOIL - ------ - - - - _ _7.... I EX. SS MH s t , � r. __r..___ __.__�_________________________-_________I ___________-___�_____ �__� ,I TOP EL: 15.68 - �: I I __-_--_ -----p -.� I. D � 7:. I '0...I p 'a.. ..'c'- ram_. p I bt 1 J �, �( N ,I - i p % I % I -NIN. 0.70' Kl \ II .Ni b141 a 1 `) ,.: / 23 o f 23 I D EX. CONC. p- DUMPSTER I I , I ... D >�.�. .. I p 38 PROP R n CONC. 5 1I a p 2 v ' W/WASONRYV D '. II Q I. I i s I XX WALLS a D D D 13 EX L.F. ry b 7 W I / I � 12 x18" FRCP 1 I SQ a p O ,D De p D b \cy ,> W EX.24" WHITE - D AR A V p a^0 % V �(jp D r<�� I j I TOP SIGN a p b D EX p CONC. PAVT.: p p _ p D II p ,_,)' -• a .. I PROP D p � L D r I - ° a°.. aCONC. p.- p. D p : D.. D. � w .Q PAVT. F7 D I.. e h D �. 4 \.. b ' v a 4 ate- D p D Y. _ p i P, b ' p �� D�K�bpi p Q�� I I p D D d p D �'� D i 1. EX..MES PROP. STRIPING p - LDl p I I I ,%' i ' ( (n' D `T D j I. INV. E11322. / �� , z Q H Z o w° ° D D p D D p I \ I ! I I_.I �.'./ \`\ p I i Z.g I„• �.� 2p w a D 7 i.P D 4� p i. �I I � I / �� :. ' z 3. �/10 LLI p ¢ I Q b p I //III p 1 I a I z Y. / 1/, �U�¢�. w a° ° a 6.'> L..p I., pl'.. ij'..r �f�l yip D,. j �- '.:. // �'`i 1� o. d 1ol UZo 20.5 10 a D p 7 _DI LI I° ° 31.5' 7 12 i p.. 17' 13,., D I L. I / 1 ; b3 I° u H I -- --• `-lj- - - - ^I 7 m a m I D I.. /I R p �T I X. 6'bANITARY LATERAL I I F I p III D I EX. TRANSITIONMANHOLE 1 :'}i _________ ATCT4 _�___,.__}'..^,y'_____' p :..TOP EL. 15.64 , I ° 4 D. / ObOQO / 1_____-� _______________. ' 78 EINV. EL 11.64 '. I q' (I, �q} I I SINV. EL 11.68 ,. b ° °n PROP. ALK a ° D p D _D EX,CONC SIDEW D D n ^ ^ D p SID@VVALK \. p i 5 `3 ------ - ---- - ____ __ _ 82.00' O.H. DOOR 7L0' _-_j -- / , -- - ` _tr._p ,' I-- �: - -1' - - - 42.00 O.H. DOOR EX. O.H. DOOR 50' II EX O.H.DOOR FV o EX. N.C. SIGN I: ON WALL 11 I I 1 (SEE DETAIL) I I I E r✓ 3 i I LOAD ZO ' 1 I ® o PROP. 1 STORY EX. 1- STORY o METAL BLDG. ADDITION METAL BLDG. 11 I D 'I FOOT PRINT AREA = 2,982 S.F. <2,100I I I, I N g 1 a FOOT PRINT AREA - 19I I I I I a Z f F.F.E.=18.51N.A.V.D.1988 F.F.E.=fe.51N.AVD19ee II i _ _ I.. I I... , � 1 29' II � I;j it I I a I EX.C.OINV I I EX COINV. B2,00 710' 50 __EL 17.13 J LEL1692 r --- J PROP. '- , ` -: T---_ x,_-.._------------ 1_1i - - - 42- BUI ING O SEWER EX. EL 4.78� , EX C.O.INV. I p I EX C.O.�„'��-� I I EL l5 24v� I - '.' PROP. M: ��i��-'..- _' .�., EL 1510.i� WATER 1 ! 1 WATER - I'--L--- �I EX. e SAMIA,PV LATERAL_ .L_ -.'1 1-' �� ' i I SERVICE : ..., B RPZ x X . x x X - - X X -. X x X 5 890 30' 5�5" E 245.00' SERVICE I X. X X ___.-_- g X X _... X X X X x X X X ; -.,.I I ) O EX. 6`H CLF - __ __. I. -_ _ j LL ' EX (2) 5/e"x3/4^ , I I , ._�I ..-. _., �. LL WATER METERS .. 'I , LOT 26 BLOCKS DE AI W-8) (SEE DETAIL W-8) ' a I 1 �' Z x (A SOH VICES x ' I L.L. WATER SERVICES I I I ' L u 0 II (1 SERVICE TO EA: BAY) ; I 1 ; O ;- �W gralamll LEGAL DESCRIPTION: PARKING CALCULATIONS: PROPOSED SITE DATA: ''u'' LEGEND HANDICAP STALL a TRAFFIC FLOW DIRECTION 0 NUMBER OF PROPOSED PARKING SPACES (✓j NUMBER OF EXISTING PARKING SPACES -wm-- EXISTING WATER MAIN. _FM -- .EXISTING FORCE MAIN EXISTING GRAVITY SEWER MAIN - ' - -------- EXISTING EDGE OF PAVEMENT PROPOSED LIGHT FIXTURE Op- PROPOSED CLEAN OUT A PROPOSED CONCRETE PAVEMENT CATEGORY 130INDUSTRIAL PARK: 1.2 SPACES PER 1,000 S.F. GROSS.FLOO ARE TOTAL PARCEL AREA 34,300 S.F. 0.787 AC 100.00% a rE,l,^!. - F .LOT #25.IN BLOCK "B", KINGS HIGHWAY INDUSTRIAL PARK UNIT 2, 5,082 S.F.' 1.2 SPACES / 1,000 5.F. _ 7 SPACES ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK#32, IMPERVIOUS AREA � ,a �+ a ,, , PAGE 5A, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, 7 PAC 1 HANDICAP,6 REGULAR SPACES REQUIRED = SPACES () EX. BLDG. 2,100 S.F. 0.048 AC 6.12% *t " _ � ^. CONTAINING 34,300 SQUARE FEET OR 0.787 ACRES, MORE OR LESS.EX. SPACES�PROVIDED = 7 SPACES (1 HANDICAP, 6 REGULAR) PAVT. / WALKS 7,453 S.F. 0.171 AC : 21.73 % CK RE . MIN. S B R '�,., � ' : � . � � _ � _ � "' OWNER; : PROP. BLDG. ADDITION 2,982 S.F. 0.068 AC a 8.69/ FRONT � s� kl .), - ELENA PELU50 (TR) DRAINAGE STATEMENT: PROP. PAVT. / WALKS 1,862 S.F. 0.043 AC 330 AC 5.43/ /, SIDES , t, - TOTAL IMPERVIOUS 14,397 S.F. 0 41.97 CNR SI - 5 6242 ARLINGTON WAY THE PROJECT WILL BE SERVED BY SITE GRADING THAT DIRECTS STORMWATER TO THE FORT PIERCE FL 34951 T T NORTH COMMERCIAL CIRCLE ROADWAY SWALE AND THE DRAINAGE EASEMENT ALONG HE NO :'TOTAL PERVIOUS (OPEN) 19,903 S.F. 0.457AC . 58.03 / REAR SIDE OF THE PROJECT THAT CONNECT TO THE KINGS HIGHWAY INDUS RIAL'PARK MASTER : ZNG. TECH. ,. ' - PARCEL IDENTIFICATION NUMBER. STOR WAT R MANAGEMENT SYSTEM. ALL WATER QUAL TITY'TREATMENT IS ' • >` _ _ _ PROVIDED WITHIN THE MASTER STORMWATER MANAGEMENT SYSTEM N ACCORDANCE WITH 1335 802 0047 000 5.. SFWMD PERMIT NO. 56 0599 5. _ I rr Fa I 5�, .red, , +: � j7 � t, - .- '.o � > w � PROPERTY CLASSIFICATIONS, ZONING: IL INDUSTRIAL LIGHT UTILITY PROVIDERS. °ii p � , j � w N 3 0 'w 0 -T0 VILLAGES COUNTRYSIDE FUTURE LAND USE TVC TOWNS, VILL E & POTABLE WATER FPUA �.a.� p - :�tm, �7 F , � ` a I- o a o a m m o a x u o I a u O1 WASTEWATER = FPUA @r�v. , MINIMUM BUILDING SETBACKS: IRRIGATION = FPUA ; SHEET No.: FRONT: 25 FEET PERMITS REQUIRED' REAR: 20 FEET SIDE: 10 FEET SLC STORMWATER PERMIT SFWMD PERMIT MODIFICATION BUILDING DATA: EX. 1- STORY METAL BUILDING = 2,100 S.F. CONSTRUCTION SCHEDULE: PROP. 1-STORY METAL BUILDING ADDITION = 2,982 S.F. CONSTRUCTION START: JULY 2019 BUILDING HEIGHT 3-STORY (EX. & PROP.) = 20 FEET CONSTRUCTION COMPLETION 180 DAYS i Q' w' N — — I 1 I I`ll •41 10 0 5 10 2000 J i EX'. MES - W C / INV. EL. l2$ ', U V. Y ,1N. FEET ` � 15 DRAINA6E EASEMENT I , I EX MES I I r. i'' � ,. _:. I NV. EL 12.90 1 inch 10 ft. i I---- ---- r-----:----- _ ----- . ______ ________________________ � I RCP.. _ ______ ti bw� EX. SWALE 1 ro _.____ I �_____ -L. Ld EX. 36 CM I _ es- EX. I I __ f A ... _ I __i I N 89 30 55. W 245.00 � �-_ r-----:, RCP ♦. ' ---------------,- , � Ex. ___- N ., .4_y____L --�. I d � LL ti.. - EL. 12.57I�_., .., .MES W �w I ti i i EX L. 12,97 g.. j I L-----J I / INV.E <.. ,.\ CON5TGRAVEL ;'^ Ex. MES INV EL 12.80 15'' DRAINAGE EASEMENT CONSTRUCTION ENTRANCE ,1 1 I V 1. 1 AT DRIVEWAY LOCATION "' i I - i i z U ro Xk 1 -IN ACCORDANCE WITH THE 1 ( `� FLORIDA SEDIMENT &EROSION ; I li i i � i) � � J w � CONTROL MANUAL ---------------+--- — -- ----- — — — __ °np I � �M c7Nq � ..+ — — — -_ i j EX. MES * �� I Z r tib qb 1— IINV. EL 1281. Z W uJ t Q' u�(nza \l II I ' IV, D pI EXSS H. 11� VJ zO IL �_____________________________ ______-_/_____- +�--________TOP EL 5.68I r_____-- ----------- -______ 1HI U V NINV 10.70 �WLO , SNV0,7 SILT FENCE BARRIER IN ,e0 p D LLACCORDANCE WITH THE FLORIDA SEDIMENT& EROSION i� i i i P P D D n CONTROL MANUAL n.5z , 1 i 17.52 (SHOWN OFFSET FROM I II 1 D PROPERTYiINEFORCLARZTY -TYPJ �A" i i - i ilmm ___tea_ ________ __ ____�f EX 44 L.F. 4 b qb }-_-__ b b. 1.. w � b {1'.. D D 7) '�^ D.. \� l D V I I �: 't.. 12 x18 ERCP P a UI ` a D n 4 0.9%ty.- tl I, a d 4 a d A a a D V D D Q 1 D D V D P A y i D D V `$ D n - 4 n wIi a a tS � a a Q a p v D / ... -: D l7 r� p p ... V ,, 1 K� \ �„ 1 B D 7 i 1 i \`` 1, tl / o p 3 a b P SAWCUT&MATCH.... > p , .� 1 a a EX. PAVT. EL: Ex. MES 4 22 EL 13 INV. . W I- o Z a a a D D, D D X p 7 D i 1 _I_ �\ m. i o A e W'6 v1 z 3: O& U C7 € w z V) N Q I a a.''J I R D ro o �. a a . :W i I b X ¢ d d� a a.. D D� .. D D P V :.i. i �.. _. �l_ _. ,EX. 6" SANITARY LATERAL m by I b Q _ lb /I D A P 7 i EX. TRANSITION (i ._ fY y. H m b p b p b �9 P m D MANHOLE m 0' TOP EL. 15.78 ------ �'------- , D e I I: D. ___�_-_______ ___ ___ __ 7.___-__ _}_________ nv±i-nc ________-�-<�_____________- y, , E INV: EL. 11.64 a r - P.. O a V o a a - 1 p D% 1 S INV. EL. 11.68 EX CONC.SIDEWALK p ^ ^ D .v 1 1 m0� -- -----1 Lrl-- _�-------- L, I.. I 3 18.51 I�'. P LL 'N 00 I1 w p I I I I I D I L! % 1 I O N I PROP. 1- STORY w 1 I w a l.� \�fLL METAL BLDG. ADDITION Ex 1- sTORv i i I % L w Z METAL BLDG. I I I p v ,, x , U FOOT PRINT AREA = 2,982 S.F. FOOT PRINT AREA - z,100 s F. Z F.F.E. = 18.51 N.A.V.D. 1988 F.F.E.= 18.51 N.A.V.b.198e27 II 06 I 1 1 1 . I I - EX.. ---------- EC.L O. INV. I I EX GO INV I D - 17.13 I � EL 1692 _ I ° ---- _J I ey I tim 1 it-•--__J L- < I. -�� ---( ... EX CO INV EX C.O.INV. �: I . ib 24 EX. EL, 15. V, -EL. 15.10 . n '^rA r I_.__.SANITARYLATERAL. /. - �. EX; 6_�... ______ .... ...-Ili[ bm �_.__ _t� i I i BENCHMARK I Q 569 30' 55"E 245.00' --' i. ro : EX.NAIL I O 1 -_ EX: 2"DR9 POLY WATER SERVT P EL 15.67 , X X X X x— X X X X x X X X X �b' X X X X X X X X. X X X. ,. - LE �q , SILT CBARRIER EX.b H CLF , ° -1 .. -_ ,.-- N.A.V.D. 1988 1 O L FENCE IN yg I- __ 1 � J - - ACCORDANCE WITH THE : EXd (z) 5ie ><3✓a' � ' I I I I - - —i _ � U- FLORIDA SEDIMENT & EROSION WAATER METERS CONTROL MANUAL, (2)3/4 RPZS x (SEE bETAIL W 8 l.1 ` (SHOWN OFFSET FROM I. -._ (z) 1 PVC I I I I � PROPERTY LINE FOR CLARITY - TYPJ WATER SERVICES i M 1 SERVI TO EA BAY ; I O I � w U I � � LEGEND EXISTING GRADE ELEVATION 'T/CURB 21.50 PROPOSED ELEVATION 21.00 (H.P. = HIGH POINT) B/CURB RUNOFF FLOW DIRECTION ........ EXISTING WATER MAIN -. EXISTING FORCE MAIN EXISTING EDGE OF.. ----`-- PAVEMENT' PROPOSED CATCH BASIN O PROPOSED CLEAN OUT PROPOSED CONCRETE PAVEMENT NOTE: �1 Cl) ALL ELEVATIONS SHOWN OR REFERENCED WITHIN THESE PLANS ARE BASED UPON NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D.). TO CONVERT FROM N.A.V.D. '88 TO N.G.V.D. '29, ADD 1.48' TO THE N.A.V.D. ELEVATIONS TO GET N.G.V.D. ELEVATIONS. (D NOTE: Cr) ALL DRAINAGE PIPE JOINTS, INCLUDING ROUND CONCRETE PIPES, SHALL HAVE r, A FILTER FABRIC JACKET IN ACCORDANCE WITH FDOT ROADWAY AND TRAFFIC DRAINAGE STANDARDS. ALL RCP PIPE USED FOR EXFILTRATION SHALL HAVE SLOTS, IN ACCORDANCE TO FDOT INDEX #285.2 OPTION ' B'. S.FW.M.D. PERMIT N0. 56 00599 S MINIMUM ELEVATIONS 3 u o 0 I a �1 ¢ o I KINGS HST INDUSTRIAL PARK NGVD 29 NA VD 88 CONTROL ELEVATION 14.00 1252 1pO 15.0 S H E E T N O 15..52 MIN. FINISHEDMINPAFLOOR ELEVATION 1700 �< OF BEFORE YOU DIG I. I GLL RVO (]1 BVSINESS GYS Wq?FPP INESRE MAR.1£O �rmEW.wRRc JOB No. - 19-1024 ENG J SPACING OR REQUIRED ROADWAY / PARKING AREA TESTS ITEMS TO BE TESTED F.B.V. DENSITY L.B.R. THICKNESS COMPACTED OR STABILIZED SUBGRADE -MAX. SPACING MAX. SPACING- MAX. SPACING -MAX. SPACING LIN.FT.: S .FT. LIN.FT S .FT. LIN.FT 5 0 .FT: LIN.FT 5 .FT 300 10,000 300: 10,000 300.-. 10000- LIMEROCK BASE 300 10,000 300 10,000 SHELLROCK BASE 300 10,000 300 10,000 ASPHALT _. _. PER INSP. PER INSP NOTE: ALL TESTING SHALL BE TAKEN IN A STAGGERED SAMPLING PATTERN FROM A POINT 12" INSIDE THE LEFT EDGE OF THE ITEM TESTED, TO THE CENTER, TO A POINT 12" INSIDE OF THE RIGHT. EDGE. - Of I CONSTRUCTION FIELD OBSERVATIONS GENERAL CONSTRUCTION NOTES: LLJ � Q R I G 1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR IN5PECTING THE SITE PRIOR TO \I4i? i I EXISTING ASPHALT I. D A.NA E.. PROPOSED CONCRETE PAVEMENT ' A. LAYING OF PIPE (BEFORE BACKFILL) BIDDING WORK AND SHALL TAKE INTO CONSIDERATION ANY OMISSIONS, \\ �� j p.,; �c 1 /// B. ALL DRAINAGE STRUCTURES AND PIPE LAYING COMPLETE. UNDERGROUND UTILITIES, OR OTHER ITEMS AFFECTING THE INSTALLATION OF ,`�� cam, �•_.w_ '... R`.�` C. CONSTRUCTION AND STABILIZATION OF RETENTION AREAS AND PAVING, DRAINAGE, AND UTILITIES. SHOULD UNCHARTED OR INCORRECTLY CHARTED ��.: ",•' e 5 e, a u SEE SITE PLAN : SWALES. MULCH A SODDING IN AREAS WHERE EROSION IS D. SEEDING, M L H AND UTILITIES OR OTHER ITEMS BE ENCOUNTERED DURING CONSTRUCTION, CONSULT ENGINEER RECORD IMMEDIATELY FORDIRECTIONS. REPAIR DAMAGED UTILITIES ��: N. , it, O COr uj. . :. ......- .. 3000PSICONCRETE ' EVIDENT OR OTHER ITEMS TO SATISFACTION OF UTILITY OWNER AND ENGINEER OF RECORD. 0Z'LkD'(p! R o ,w II. UTILITIES (PERMITS) 2. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH ALL APPLICABLE ; j O -4 A. PIPE LAYING IN RIGHTS -OF -WAYS. CITY, COUNTY; STATE, AND FEDERAL REGULATIONS, CODES, AND ORDINANCES, B. JACK AND BORING / DIRECTIONAL BORING. INCLUDING OSHA AND FOOT SPECIFICAIONS, LASTEST EDITION UNLESS OTHERWISE L�7 j C. WET TAPS. :. AUTHORIZED BY THE ENGINEER IN WRITING. b' SUBGRADE COMPACTED. TO D. ABOVE GROUND MANHOLE INSPECTIONS AND INSTALLATIONS. 3. LOCATION AND SIZES OF ALL EX. UTILITIES ARE APPROXIMATE ONLY. CONTRACTOR I5 W 0- 6 \W, 98 / MAX. DRY DENSITY PER EXISTING BASE AASHTO T-99 METHOD III. CONCRETE RESPONSIBLE FOR EXACT FIELD LOCATION AND SIZES PRIOR TO COMMENCEMENT OF d z Q w A. CONSTRUCTION OF CURSING, SIDEWALK, NON -BUILDING. SLABS, ANY CONSTRUCTION TO ALLOW. FOR PIPE RECONFIGURATION IF NEEDED. THE g EXISTING 5UB-GRADE PROPOSED 5UBGRADE AND RETAINING WALLS BEFORE PLACEMENT OF CONCRETE. CONTRACTOR SHALL CONTACT ALL AFFECTED UTILITIES AT LEAST 48 HOURS IN CONCRETE SIDEWALK DETAIL ADVANCE OF CONSTRUCTION OPERATIONS. Cr) T TA T PAVEMENT SAWCUT & BUTTJOIN DETAIL ` CONCRETE VEME N.T.S. IV. PAVEMENT A. LINE AND GRADE Q. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF —. L_ () (CERTIFICATION). —_ � N.T.S. S. SUBBASE (PRIOR TO ADDING BASE MATERIAL) THE ENGINEER PRIOR TO COMMENCING WORK. �' J w C. BASE (PRIOR TO PRIMING AND SAND SEAL) LLl —i j rn D. BASE (AFTER PRIMING, SAND SEAL AND BEFORE PLACING OF 5. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN SHALL BE MADE WITHOUT PRIOR LLl a N ASPHALT) WRITTEN APPROVAL OF THE ENGINEER OF RECORD. L, C7 0 m � N E. ASPHALT OR CONCRETE (WHILE PAVING I5 IN PROCESS), Z - F. TURN OUT CONSTRUCTION ONTO CITY, COUNTY OR STATE ROAD 6. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS /LICENSES PRIOR TO —_ m w .� .. U u (ABOVE INSPECTIONS APPLY). COMMENCING WORK. w 0 j r Q C G. TEST RESULTS ON SUBBASE, BASE AND ASPHALT.. 7. OF ALL 0 LL LLJ i 0 ' THE CONTRACTOR SHALL KEEP COPIES PERMITS PLANS AND SPECIFICATIONS H. FINAL PROJECT OBSERVATION. KE u.i w r w ON SITE DURING CONSTRUCTION. L: r m - PROJECT CERTIFICATION REQUIREMENTS = a �� a 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED TESTING TO RE z a ' I PAVEMENT TESTING PA T? STI G PERFORMED BY AN INDEPENDENT TESTING LABORATORY APPROVED BY THE ENGINEER C_) o A. FLORIDA BEARING VALUE (FBV) OR LIMEROCK BEARING RATIO OF RECORD.. THE CONTRACTOR SHALL SUPPLY DENSITY TESTS TO ENGINEER OF06 LBR TEST RESULTS. RECORD ON ALL SUR GRADE AND BASE. TESTS SHALL BE PREPARED IN ACCORDANCE LLJ B. COMPACTION TEST RESULTS. WITH AA5HTO T-180 METHOD AT ALL AREAS OF DISTURBED ASPHALT d& PIPE C. BASE MATERIAL TEST RESULTS. TRENCHING. D. ASPHALT TEST RESULTS. N 9: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY. DAMAGE RESULTING II: WATER AND SEWER FROM HIS OPERATIONS, TO EXISTING PAVEMENT, SWALES, ETC. + A. DEPARTMENT OF ENVIRONMENTAL PROTECTION CERTIFICATION FOR BOTH WATER AND SEWER (OPERATION AND MAINTENANCE), 10.. THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR APERIOD OF 0 YEAR FROM T ONE YE F M HE A ACCEPTED A A IF APPLICABLE DATE THAT PROJECT HAS BEEN C EPTED. ALLFAULTY ULTY B. HEALTH DEPARTMENT CERTIFICATION, IF APPLICABLE.. .CONSTRUCTION AND/OR MATERIALS THAT OCCUR DURING AFORESAID PERIOD SHALL C. BACTERIOLOGICAL AND PRESSURE TESTING FOR WATER MAINS. BE CORRECTED AT THE CONTRACTORS'S EXPENSE AND IN A TIMELY MANNER.:. D. VIDEO AND EXFILTRATION TESTING FOR GRAVITY SEWER MAINS, IF APPLICABLE, 11. THE CONTRACTOR SHALL COMPLY WITH ALL RULES AND REGULATIONS OF THE STATE, E. PRESSURE TESTING FOR FORCE MAINS, IF APPLICABLE. COUNTY AND CITY AUTHORITIES REGARDING CLOSING OR RESTRICTING THE USE OF F. UTILITY ACCEPTANCE FOR OPERATION AND MAINTENANCE, IF PUBLIC STREETS OR HIGHWAYS: APPLICABLE 12. THE CONTRACTOR SHALL GIVE ADEQUATE NOTIFICATION TO ALL AFFECTED. UTILITY. III. CERTIFICATION AND RECORD DRAWINGS OWNERS FOR REMOVAL, RELOCATION AND ALTERATION OF THEIR EXISTING A. SEALED CERTIFICATION BY THE ENGINEER OF RECORD FOR FACILITIES. COMPLIANCE WITH APPROVED PLANS AND. SPECIFICATIONS ALONG WITH RECORD DRAWINGS FOR THE PROJECT. 13..' THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 48 HOURS PRIOR TO ANY REQUIRED INSPECTIONS AND SHALL SUPPLY ALL EQUIPMENT NECESSARY FOR INSPECTIONS AND/OR TESTING. 14: THE CONTRACTOR 5 A T N HALL PROVIDE THE ENGINEER AS -BUILT SURVEYS CERTIFIED BY z LICENSED SURVEYOR UPON COMPLETION OF CONSTRUCTION AND SCHEDULE A FINAL 70 INSPECTION WITH THE ENGINEER OF RECORD. a — U 15. ANY PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION SHALL BE w PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF BEING DESTROYED AND HAS 1 ° NOT BEEN PROPERLY REFERENCED, THE CONTRACTOR SHOULD NOTIFY THE COUNTY LJ SURVEYOR WITHOUT DELAY BY TELEPHONE. ir 6. IF HARDPAN IS ENCOUNTERED WITHIN RETENTIONAREA OR SWALES, IT SHAL L BE w REMOVED AND REPLACED WITH A GRANULAR MATERIAL. o 17F I MUCKOR ANY0 THER UNSUITABLE MATERIALI5 ENCOUNTERED THE MATERIAL SHALL BE COMPLETELY REMOVED AND BACK FILLED WITH A GRANULAR MATERIAL AND m ' COMPACTED TO DENSITIES SUFFICIENT TO ACCOMMODATE THE INTENDED USE. - 18. LOCATION OF STRUCTURES SHALL GOVERN AND PIPE LENGTHS MAY HAVE TO BE ADJUSTED TO ACCOMPLISH CONSTRUCTION AS SHOWN ON THESE PLANS wx W U) 19. RCP INDICATES REINFORCED CONCRETE PIPE. CMP INDICATES GALVANIZED J - CORRUGATED METAL PIPE. BCCMP INDICATES BITUMINOUS COATED CORRUGATED Cn J METAL PIPE. CAP INDICATES CORRUGATED ALUMINUM PIPE. CPP.INDICATES CORRUGATED POLYETWVLENE PIPE (N12) MANUFACTURED BY ADVANCED DRAINAGE SYSTEMS, INC (ADS), � N W 20. MITERED END SECTIONS SPECIFIED ON THE PLANS SHALL BE IN ACCORDANCE WITH FDOT STANDARD INDEX NO. 272. G� 21. COMPACTION REQUIREMENTS FOR PIPE BEDS SHALL BE 90% OF MAXIMUM DRY (ry�LJ I W DENSITY. . /Il ( 22. TEMPORARY DRAINAGE SHALL BE PROVIDED DURING CONSTRUCTION TO ELIMINATE ANY FLOODING OF PRIVATE PROPERTY. �f 23. ALL STORM SEWER LINES AND DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS Z - AND ERODED MATERIALS DURING THE FINAL STAGES OF CONSTRUCTION. L 24. ANY DRAINAGE PROBLEMS CREATED BY CONSTRUCTION, OR EXISTING BEFORE CONSTRUCTION AND NOT. ALLEVIATED AS PART OF THE PROPOSED IMPROVEMENTS, SHOULD BE BROUGHT TO THE ATTENTION OF THE GOVERNING AUTHORITY AND THE ENGINEER OF RECORD. LL 25. THE CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT EXISTING TREES SHOWN TO REMAIN. IF ANY TREES MARKED TO BE REMOVED CAN BE SAVED, THE CONTRACTOR SHALL SAVE SAID TREES, SHOULD ADDITIONAL TREES NEED TO BE REMOVED, THE CONTRACTOR SHALL NOTIFY THE OWNER AND. THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO REMOVING SAID TREES. 1' �y 26. IF EXCAVATED FILL MATERIAL 15REUSABLE, STOCKPILE EXCESS FOR USE IN - LANDSCAPED AREAS. � 27. UNUSABLE CLEARED MATERIAL SHALL BE REMOVED FROM SITE AND HAULED TO AN Q APPROVED DISPOSAL SITE. AS AN ALTERNATIVE, BURNING ON SITE WILL BE ALLOWED if/ WITH PROPER PERMITS. LOCATION OF BURN SITE SHALL .BE APPROVED BY OWNER. LL 28. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED TO Q PRE -CONSTRUCTION CONDITIONS OR BETTER. ALL EXISTING 5LGNAGE, PAVEMENT MARKINGS, ABOVE GROUND APPURTENANCES, ETC. SHALL BE RESTORED IN KIND. 29. WHEN PAVEMENT IS SHOWN NEXT TO A CURB OR SIDEWALK, THE ELEVATION OF THE O - TOP OF CURB OR SIDEWALK I5 6" ABOVE THE PAVEMENT'; UNLESS INDICATED AS .� FLUSH. IN SOME CASES, BOTH ELEVATIONS ARE SHOWN FOR ADDITIONAL CLARITY. r 1 30. ALL CONCRETE SHALL DEVELOP A 28-DAY COMPRESSIVE STRENGTH OF 3,000 PSI �/ Z UNLESS OTHERWISE NOTED. Icy :D O W 31. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A-615 AND HAVE A TENSILE O STRENGTH OF 60,000 PSI UNLESS OTHERWISE NOTED. w O 32. ALL WATER FLUSHED FROM MAINS SHALL BE DIRECTED AS APPROVED BY THE ENGINEER OF RECORD. 0� J 33. NO WATER OR. SEWER SERVICE I5 TO BE SUPPLIED, UNTIL A LETTER OF CLEARANCE I5 t'n RECEIVED FROM FDEP, IF APPLICABLE. N U 34. MAINTENANCE OF TRAFFIC SHALL BE IN ACCORDANCE WITH THE"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", AND THE FDOT -. "ROADWAY AND TRAFFIC. DESIGN STANDARDS INDEX#600", LATEST EDITIONS. - i 35.. E MEN EROSION AND SEDIMENT CONTROL CONTRACTOR IS RESPONSIBLE FOR PROVIDING EROSION AND SEDIMENT CONTROL USING THE LATEST F.D.O.T. STANDARDS. BALED HAY, STRAW, AND SILTATION BARRIERS WILL BE INSTALLED WHERE NEEDED TO PREVENT SILTATION OF ADJACENT PROPERTY, PUBLIC RIGHT-OF-WAY, WETLANDS AND WATERWAYS'. THESE WILL REMAIN IN PLACE UNTIL GRASSING OR SODDING HAS BEEN COMPLETED OR UNTIL SILTATION AND EROSION ARE NO LONGER A THREAT TO 3 a ADJACENT PROPERTY AND WATERWAYS. w F � m m U J z 36 A BERMS AND GRASSED A A B SEEDED AND MULCHED ACCORDANCE ALLSSED AREAS SHALL E w z � N. Z w 3 Y N o p o WITH THE APPROPRIATE SECTIONS OF THE ABOVE REFERENCED SPECIFICATIONS a N w UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER OF RECORD. �^ ° '... 37. A BOUNDARY AND TOPOGRAPHIC PREPARED BY ALEXANDER J. PIAZZA P SM, rSH INC. LAND SURVEYOR� PROJECT # 07-0057-2 D WG # C-097 DATED02-20-2007. ALL E ELEVATIONS PER BENCHMARKS REFERENCED ON SURVEY NOTE: ALL ELEVATIONS SHOWN OR REFERENCED WITHIN THESE PLANS ARE BASED UPON NORTH AMERICAN VERTICAL DATUM OF 1988 (N.AN.D.). TO CONVERT FROM N.A.V.D.'88 TO N.G.V.D.'29,ADD 1.48' TO THE N.A.V.D. ELEVATIONS TO GET N.G,V.D. ELEVATIONS. r mmoru BEFOREYWDIG CA1L IIHJ ifI RUS,NESS MYS RE wnirFroee.wRrreo RESMFECCCT iXEAy d059RYY ' OF JOB No. 19-1024 ENG I J uj u I �� Q,rw�i - I Cn 100:5 _10 20 I I IoO;'zv;1N '. _ w ca I i EX. MES �, V ISit., 4 INV EL 129 Q l W 15' DRAINAGE EASEMENT I 1 I I I I i (__-__l i,•IN ,i <. I .INV. EL 12.90 1 inch FEET ) ft. i Ex MES I i--- --- I I 6 O __ 7 -- - - - - - - - - - - - - - - - - - - __ ___I -- J _a- -------------------------------------b EX. 36 LMP I 1 I , F'_- EX IB RCP_- __-_ I I � I I �� Ex INV. N'89 30 55"W 245.00' 1 I---, f- EX 18 RCP, I --____-_-EL, 12.57" y L _--1 ` �I , {� 1 _ L --------i L----_, L_ i EX. ME5 INV. EL. 12.97 15 1 EX MES � i 1 I rr) I 1280 ILJ I i QWW I I F- w 1 � � co ?. I � v I Z Z Z 4 O o C -3 o I N I g � I I I I INV. EL 15' DRAINAGE EASEMENT I ; ( 1 1 i i 'ii J w Lj WJ o EX MES Z z J LL M (Ij jINV. EL 12.81 { I; Z \W 1 W / ° ..0 w Li IL I i K (L I 1 I 7 I I 0 a ZO Z LL P EX. S1 H '�',. - . �.. _______-__-_�__ ___ I. : TOP EL 15.68 V D 1 Y I �x 4 p b � � I I D 1 SINV. 1071 �t _.. I W W ,i i 11 D 4 l n p 4 D------LL------------- d ° d v p D '% _ °J 4. 1.� D V D D 4 �- p i i� EX 44L.F. q D d D lb% �.. �F. 12x18"FRCP W d d b D 9 4 p D Cr. @09%p d d ° d q LI : D 1 Dp p D D I U D D v a D 4 D 4 p D D � - i - - ) 4 I Lu I I p D _ ___ Lu C;I7IK 4 I C p ' 4 v Q b P i D �� . k' \� .. C °Q pp D Dtl D O F/ ° D p �'% \• D r -1 EXI. MESd. 6 d INV. EL 13.22 , , 1�1 U7aZ D70 d DD tl v I `< a d D l p D \., D i i tl 1 o n 1 m d d 4 Q° d D , 4 P P D tl I I F In In d% D `% p I EX. 5" SANITARY LATERAL EX. TRANSITION p J 4 .MANHOLE .Q O 1,, '> - 4 b. TOP EL 15.78 ----p ------ - '------ s -*�------r-- __�____________ ____ _______ _ i? __ -I EINV EL ti 64 I 1 I j.__-.�___ __________ �.NOC ______ .__________ � tom. 1 � I 1 I d d q d d 4 7 D 9GOOa p ip D% SINV EL. 1168. EX: CONC. SIDEWALK D p i I 1 M I 0o 4 i ' 6 0 � I I I I I II F I- ! L1.1 it D i a Z w w i 11 I I i wp ( 1 PROP. 1- STORY D EX. 1-STORY II - METAL BLDG. ADDITION METAL BLDG. i i I i I w; g I% I LL- FOOTPRINT AREA c 2,982 S.F. FOOT PRINT AREA -2,100S.F. it LLJ . I I 6 D. { II. ?.i I o Z /� €� I o F.F.E. = 18:51 N.A.V.D.1988 - F.F.E. 1988 i i.. I I I o I r , - V In I I I V ��//) It I I II I I CONNECT TO EX. SEWER LATERAL EX. C.O. INV. I I EX C.O. INV. ..-EL-17.13J LEL1692 ___ __J -------------------------�_-------J------------- Q-1---' I I' - u I r) T C.O. IINV. 45 L.F. 6"PVC ex c.o.INv. EL. 16.70 SEWER @ 1.0%BLDG. v MIN. EX C.O. INV. EL 14.78 Q EL16.24 I� I EX. C.O. INV. �r 16 24 EL 15.10 EX_6" SANITARY LATERAL_ PROP. -- �OI� 5/8"x3/d" I WATER METER I Q 3/4" RPZI I O i : �� x x— x x x— x x— ' x X EXS 890 30' 55" E 245.00 _— EX. 2" DR9 POLY WATER SERVICE — — _ 1 I p X . X X X X X X X X X X X b'H CLF x ; — — — — I PROP. 125 L.F. x I _ _ _ _ { J 1" SLH 40PVC WATER METERS WV _1� WATER SERVICE (2) 31a RPzs ; ; �/ f(' z (SEE DETAIL W-8) x I 1 _(2) V SCH 40 PVC ;.. I Z WATER SERVICES '^r/ IL.L- - 1 SERVI TO EA. BAY ( QE ) 11J w GENERAL UTILITY CONSTRUCTION NOTES 1.) LOCATION OF UTILITIES AND SERVICE POINTS ARE APPROXIMATE. 10.) CONSTRUCTION CLEANOUTS AT EACH BUILDING WASTE LINE 2' IT I5 THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY OUTSIDE BUILDING WALL AND COORDINATE WITH MECHANICAL, LOCATION, SIZE, AND DEPTH OF ALL EXI5TING UTILITIES. ELECTRICAL, AND PLUMBING PLANS. 2.) WATER MAIN PRESSURE TESTING. 150 PSI. 11.) POTHOLE TO VERIFY ELEVATION OF EXISTING SEWER, 3.) " HYDROSTATIC TESTS CONSISTING OF PRESSURES. TEST AND 12.) SEE GENERAL CONSTRUCTION NOTES ON SHEET 3 FOR ADDITIONAL LEAKAGE TEST SHALL BE CONDUCTED ON ALL NEWLY INSTALLED SPECIFICATIONS. WATER DISTRIBUTION SYSTEM PRESSURE PIPES AND APPURTENANCES. THE TESTS SHALL BE IN ACCORDANCE WITH :q AWWA C-600 OR M-23AS APPLICABLE. 4.) DISINFECTION OF THE WATER DISTRIBUTION SYSTEM SHALL BE PERFORMED IN ACCORDANCE WITH AWWA C-651, DISINFECTING WATER. MAINS. LEGEND, h EXISTING GRADE EXISTING GRAVITY ELEVATION cs SEWER MAIN T/CURB EXISTING EDGE OF 21.50 PROPOSED ELEVATI N ------- PAVEMENT �X EXISTING LIGHT POLE 21.00 (H.P. = HIGH POINT) B/CURB "—� RUNOFF FLOW DIRE CTION F PROPOSED CATCH BASIN O PIPE INTERFERENCE PROPOSED CLEAN OUT POINTS I PROPOSED CONCRETE EXISTING WATER MAIN a PAVEMENT J 0 F-� U V) (') o m .. II Z tt i w- 5.) ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH THE REQUIREMENTS OF FPUA. ; 6.) '. FOR ITEMS NOT ADDRESSED IN FPUA SPECIFICATIONS, FOLLOW + I. I - Q_ o O o u o . FOOT STANDARD SPECIFICATIONS, LATEST EDITION: SHEET NO.: 7) BACKFLOW PREVENTER SHALL BE REDUCED PRESSURE ZONE UNIT IN ACCORDANCE WITH DEPARTMENT OF ENVIRONMENTAL PROTECTION AND FPUA STANDARDS. NOTE: FORT PIERCE UTILITIES AUTHORITY'S MINIMUM DESIGN AND Pw","„ P„-0s, ,,,; CONSTRUCTION STANDARDS (LATEST EDITION), ARE T(� BE ADHERED TO '';. OF 8.) SLOPES FOR FOR 6 . SEWER SERVICES TO BE MINIMUM I Y , UNLESS error MUDIc OTHERWISE SHOWN ON PLAN. AND WILL BE ENFORCED TO AT LEAST THESE MINIMUM yF TANDARDs. warms rNr.wrrroeemawxro i Rrsvrcr>Nreusrcs ae weir � 9.) SPACE CLEANOUTS NOT MORE THAN 75' APART. oe No. k - S - 19-1024 ENG TYLER/UNION .PART FINISH GRADE 112T-147510 FORT PIERCE I ITB /TIES AUTHORITY - STANDARD SEPARATION STATEMENT FOR -.'� WATER DISTRIBUTIONNOTES WATER / SEWER CONFLICTS 1. ALL CONSTRUCTION MATERI4L, INSTALLATION AND TESTING SHALL CONFORM TO THE STANDARD SPECIFICATIONS OF THE FORT PIERCE UTILITIES AUTHORITY,. 1. SANITARY SEWER, FORCE MAINS,. AND STORM SEWERS SHOULD CROSS UNDER WATER MAINS WHENEVER CONTINUOUS f0 THHN g POSSIBLE. SANITARY SEWERS, FORCE AWNS AND STORM SEWERS CROSSING UNDER WATER MAINS SHALL BE LAID MULTI STRAND - 2. WATER. MAINS WHERE SPECIFIED AS POLYVINYL CHLORIDE (PVC) SHALL CONFORM TO AWWA C-900 OR O 905, 1 THE F INCHES PREFERABLY 12 INCHES BETWEEN THE INVERT OF E TO PROVIDE A MINIMUM VERTICAL DISTANCE 0 6 TRACE WIRE L CONFORM S AS POLYETHYLENE (PE) SHALL PRESSURE CLASS -9 WATER MAINS WHERE PEC/, RATIO (OR)'17 T 12 INCHES OF SEPARAnON WHEN THE LOWER PIPE WHEN ABOVE AND A LEAST UPPER PIPE AND THE CROWN OF E PI AWWA C-901 OR C-908, STANDARD CODE DESIGNATIONPE340B; PIPE CLASS 200, DIMENSION , ANDA THE. WATER MAIN /S BELOW. SMALLER PIPELINES J DR 9 FOR 2 INCH AND S FOR DIRECT BURY,: (DR) 11 FOR DIRECTIONAL BORING, AND (DR) WHERE SANITARY SEWER, FORCE MAINS. STORM SEWERS MUST CROSS A WATER MAIN WITH LESS THAN 6 INCHES 3. WATER MAIN, WHERE SPECIFIED AS DUCTILE IRON PIPE ,. SHALL CONFORM TO ANSII/AWWA C151/A21.51 VERTICAL SEPARATION, BOTH THE SEWER AND WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AND SHALL BE PRESSURE CLASS 250 (MINIMUM).'. CENTERED ON THE CROSSING. (DIP. IS NOT REQUIRED FOR STORM SEWERS.) SUFFICIENT LENGTHS OF DIP MUST HALF HITCH ON HALF HITCH BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN TWO JOINTS. ALL JOINTS ON THE WATER ., EACH SIDE BEHIND EACH 4. POLYVINYL CHLORIDE WATER MAIN SHALL 8E BLUE IN COLOR OR WHITE IN COLOR WITH BLUE STRIPES, MAIN WITHIN 20 FEET OF THE CROSSING MUST BE MECHANICALLY RESTRAINED. THE USE OF IDENTIFICATION TAPE ATTACHED TO THE TO P OF THE PIPE MAY BE USED IN LIEU OF MARKING BELL ON THE PIPE ALSO DIP PIPE SHALL REQUIRE THE USE OF IDENTIF/CAflON TAPE T S PIPE JOINTS AND WATER MAIN PIPE JOINTS ARE ELL CROSSINGS SHALL BE ARRANGED SO: THE EWER AND THHN WIRE G SHALL SUM FROM THE POINT OF CROSSING (PIPES CENTERED ON THE CROSSING). AT SUCH CROSSINGS PIPES FINISH GRADE S. FITTINGS SHALL BE DUCTILE IRON CONFORMING TO ANSI?/AWWA C-1 f0/A21.10, CLASS 250 MIN., CEMENT LINED SHALL _ ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS /N VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, FORCE MAINS, OR PIPELINES CONVEYINGE/P -��` AND FACTORY COATED CHAPTER F.A.O.; AND LEAST SIX FEET FROM RECLAIMED WATER REGULATED UNDER PART I8 OF CHAPTER METERS TO E6. 01: FATE VALVES SHALL MUELLER RESILIENT SEAT, KENNDY KEN -SEAL, AMERICAN OR APPROVED YALLIN WASTEWATER IN JOINTS E GRAVITY OR PRESSURE TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART Ill OF CHAPTER 62-610, FA.C. BY F.P.UdEQUAL VALVES SHALL CONFORM TO AWWA C-508.' C JfC MULTI STRAND 7. WATER LINES SHALL BE BACKFlLLED AND COMPACTED /N ACCORDANCE WITH FPUA' DESIGN AND WHERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE WIM LESS THAN 6 /EW PI VERTICAL CLEARANCE, THECONDUCTOR NEW PIPE SHALL BE CONSTRUCTED OF DIP (EXCEPT STORM SEWERS) AND NEW PIPES SHALL BE ARRANGED TO NTHHNDUC COPPER TRACE WIRE CONSTRUCTION. STANDARDS THE CONTRACTOR SHALL SUBMIT CERTIFIED DENSITY TESTS AS REQUIRED BY FPUA ENGINEERING AND THE CITY, COUNTY FDOT. IN CASES WHERE PAVED AREAS MEET THE CROSSING REQUIREMENTS ABOVE.. FALL WITHIN THE JURISDICTION OF LOCALOR STATE AGENCIES; THE COMPACTION REQUIREMENTS SHALL NOT BE 2,. A MINIMUM 3-FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN EBY TYPE OF STORM SEWER AND LESS THAN THE MIN/MUM REQUIRED BY THE APPROPRIATE RESPONSIBLE AGENCY. WATER MAIN /N PARALLEL INSTALLATIONS WHENEVER POSSIBLE. LUG BY KING 8. NO FIELD CHANGES OR DEVIATIONS FROM THE DESIGN SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE A MINIMUM J-FOOT, AND PREFERABLE 10-FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN INNOVATIONS FPUA .ENGINEER AND CITY/COUNTI'/FOOT ENGINEER.` VACUUM TYPE SANITARY SEWER AND WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE. BRANCH SPLICE AT ALL TEES 9. THE CONTRACTOR SHALL NOTIFY FPUA ENGINEERING AND CITY/COUNT/FDOT ENGINEERING 48 HOURS PR/OR TO A MINIMUM 10-FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN "ONSTTE SEWAGE TREATMENT AND FIRE HYDRANTS & SERVICE TAPS COMMENCING CONSTRUCTION. DISPOSAL SYSTEM'. AND WATER MAW IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE. 10. A PRE -CONSTRUCTION CONFERENCE BETWEEN. THE ENGINEER, THE CONTRACTOR, FPUA, AND CITY/ A MINIMUM 8-FOOT. AND PREFERABLE 10-FOOT HORIZONTAL SEPARAflON SHALL BE MAIMA/NED BETWEEN GRAVITY HALF HITCH AT ALL SERVICE TAPS h EACH END OF ALL FITTINGS COUNT/FOOT ENGINEER SHALL BE MANDATORY PRIOR TO COMMENCEMENT OF CONSTRUCTION. - OR PRESSURE TYPE SANITARY SEWER WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER AND 11. TRAFFIC CONTROL, BARRICADES, ETC.,' SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS SHALL BE REDUCED TO 3 FOOT WHERE THE BOTTOM . '' ...'-;,. ,. > :.` .' ..., � ..., OF TRANSPORTATION STANDARDS AND APPROVED BY THE Cm ENGINEER.. - OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF. THE SEWER 12. MINIMUM. COVER SHALL BE 36 INCHES EXCEPT AS APPROVED BY THE UTIU71ES ENGINEER AND Cm/ COUNT/FOOT ENGINEER: PIPES WITH COVER LESS THAN 30 INCHES SHALL BE CONSTRUCTED OF DUCTILE IRON IN CASES WHERE IT. IS NOT POSSIBLE TO MAINTAIN A 10-FOOT HORIZONTAL SEPARATION, THE WATER MAIN MUST ' PVC. BE !NO IN A SEPARATE TRENCH OR ON A UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER OR F A OR IN CASING FORCE MAIN AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN /S AT LEAST 6 INCHES ABOVE THE 13. DISTURBED AREAS SHALL BE RESTORED IN CONFORMANCE WITH THE APPLICABLE GOVERNING AGENCY REQUIREMENTS. TOP OF THE SEWER. - WHERE IT /S NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 6 INCHES IN PARALLEL INSTALLATIONS, THE �' 14. UTILITIES AND LIRA/NACE SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION AND PROTECTED BY WATER MAIN SHALL BE CONSTRUCTED OF DIP AND THE SEWER OR THE FORCE MAIN SHALL BE CONSTRUCTED OF DIP (EXCEPT STORM SEWER) WITH A MINIMUM VERTICAL DISTANCE OF 6 INCHES. THE WATER MAIN SHOULD ALWAYS I ' THE . CONTRACTOR. BE ABOVE THE SEWER. JOINTS ON THE WATER MAIN SHALL BE LOCATED AS FAR APART AS POSSIBLE FROM 15. WATER MAINS SHALL. BE TESTED AND DISINFECTED /N ACCORDANCE WITH THE APPUWLE FLORIDA JOINTS ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS). 1) TRACE OWWIRIS REQUIRED ON ALL PIPE AS NOTED BY UTILITIES ENGINEER AND SHOWN IN STANDARD DETAILS. DEPARTMENT OF ENVIRONMENTAL PROTECTION AND AWWA C-651 FOR DISINFECTION. - 3. ALL DIP SHALL BE PRESSURE CLASS 250 MIN.. ADEQUATE PROTECTIVE MEASURES AGAINST CORROSION SHALL 2) INCLUDE ALL COST OF &LABOR IN PRICE OF PIPE BE USED AS DETERMINED BY THE DESIGN ENGINEER. SABLE F 3) CONTRACTOR IS RESPONSIBLE FOR CONTINUITY OF ALL TRACE WIRE TRACE WIRE (N.T.S) WATER DISTRIBUTION G- 1 �B NOTES Q<rE SNAW PPo: WATER A R NGMEflNN O GE FT. PIERCE UTILITIES AUMOR/tt STANDARD SEPARATION STATEMENT G_3 ,,(� `�' FOR 7W1vr/sEWER coNlucr .WATER/SEWER CONFLICT wIE.' aensaR: BY.'I PI ERCE IEas a wH Br.stun FTPIERCE UI2RiE5 AMORUOR/!Y A aPPREYEO: are sNEEr JLC 1010 1 Or F 1 / .N.0 W10 I OF i FORT PIERCE UTILITIES AUTHORITY WATER DISTRIBUTION. NOTES. CONTINUED T6, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EXISRNO UTILITIES AND DRAINAGE. 7Z THE CONTRACTOR SHALL FURNISH RECORD DRAWING INFORMATION TO THE ENGINEER INCLUDING OTHER qN/SHED GRADE MAXIMUM TRENCH WIDTH 2 x PIPE DEPTH + W LOCATIONS OF VALVES, FITTINGS; SERVICE CONNECTIONS, BLOWOFFS AIR RELEASE VALVES, AND ANY PERTINENT INFORMATION NECESSARY TO. LOCATE ITEMS CONSTRUCTED UNDER THIS PROJECT, AS REQUIRED IS. BY THE UTILITIES ENGINEER. `. THE CONTRACTOR SHALL TAP EXISTING LINES UNDER THE SUPERVISION OF THE FORT PIERCE UTILITIES PLACE AND COMPACT PER SPECIFICATION { e AUTHORITY ONLY AFTER TESTING AND DISINFECTION HAS BEEN COMPLETED AND APPROVED ON THE W o TAPPING VALVE AND SLEEVE. gP ' PIPE + IN F 19. WATER MAIN SHALL BE MARKED BY THE USE OF CONTINUOUS 10 G4UGE THHN MULR STRANDED WIRE (BLUE 4K. M MAK WIDTH t IN COLOR) AND IDENTIFGITION TAPE WITH "WATER" MARKED ON TAPE, PERMANENRY ATTACHED TO THE TOP OF THE WATER MAIN IN ACCORDANCE WITH THE FORT PIERCE U77LJTES AUTHORITY SPECIFICATIONS. 20.. SERVICE TAPS SHALL BE PLACED APPROXIMATELY TEN FEET AWAY FROM GATE VALVES, AS SHOWN,FOR MAX MAX TESTING: FOLLOWING TES77NG'AND STERILIZATION OF WATER LINE CONTRACTOR SHALL PLACE A BRASS PLUG INVERT IN CORPORATION. STOPS AND CURB. STOPS SHALL BE REMOVED FROM TESTING LOCATIONS 21. MECHANICAL RESTRAINTS TO BE USED ON ALL FITTINGS AND PLACED /N ACCORDANCE WITH 112 PIPE "0 D .MANUFACTURERS. OR ENGINEER'S RECOMMENDATIONS (WHICHEVER IS MORE STRINGENT) AND FPUA REQUIREMENTS. WIND PULED LOWER QUADRANT TO BE: 22. ALL MAINS SHALL BE TESTED A MINIMUM OF 150 PSI. TESTING METHODS SHALL CONFORM i0 SELECT MATERIAL - SHAPED TO RECEIVE PIPE AWWA C-600. - 2.HR MINIMUM TEST - ,BELL AND BARREL SD/Pi 1/2 L_ 148,000 L- LEAKAGE /N GPH S- LENGTH OF PIPE IN FEET NOTESr D- PIPE DIAMETER /N INCHES r P- TESTING PRESSURE IN PSI 1) THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE FLORIDA TRENCH SAFETY ACT. 23. PRIOR TO ANY TESTING, ALL MAINS 6' IN DLA. AND LARGER SHALL HAVE A SWAB PASSEDTHR'. THE ENTIRE LENGTH THE LINE, NOTE SWAB SHOULD BE PULED /N 1st. JOINT OF NEW LINE 2) INITIAL S FULL BE HAND PLACFD TO 12" ABOVE THE PIPE. OACKFILL "T END OF MAIN SHOULD BE "TURNED UP" AT 45X AND .EXTENDED SO THAT SWABBING AND A FULL BORE END E MECL SHALL BE MECHANICALLY TAMPED TO A MINIMUM -0F 100X OF MAX DENSITY AS FLUSH CAN BE ACCOMPLISHED. BLOW -OFF ASSY CAN MEN BE PULED. WHERE LINES BRANCH, SWABS DETERMINED BY AASHTO METHOD T-99. WILL BE PLACED IN BRANCH LINES AND SEQUENTIALLY SWABBED AND FLUSHED. - 24. A MINIMUM SIX FEET AND PREFERABLY TEN PEET HORIZONTAL SEPARATION SHALL BE 94IINTA/NED BETWEEN THE WATER MAIN AND ANY WASTEWATER LINES. 6 INCHES MINIMUM VER77C4L SEPARATION IF WATER MAIN IS OVER WASTEWATER AND 12 INCHES IF WATER MAIN /S UNDER SHALL BE MAINTAINED BETWEEN THE WATER MAIN AND ANY WASTWATER LINES. THE DISTANCE SHALL BE MEASURED FROM: OUTSIDE OF PIPE TO OUTSIDE OF PIPE OR STRUCTURE. WHERE THIS MINIMUM SEPARATION CANNOT BE MAINTAINED, THE CROSSING SHALL BE ARRANGED SO THAT THE TYPICAL TRENCH DETAIL WASTEWATER PIPE JOINTS AND THE WATER MAIN PIPE. JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING, AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT N.T.S. THE CROSSING. SUFFICIENT LENGH75 OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE WATER A44IN WITHIN 20 FEET OF THE CROSSING MUST BE MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6. INCHES MUST BE MAINTAINED AT ALL CROSSINGS 25. WHERE A WATER M41N IS TO BE INSTALLED BELOW A STORM DRAIN PIPEA MINIMUM OF 6 INCHES OF VERTICAL CLEARANCE BETWEEN PIPES SHALL BE CONSTRUCTED OF DIP AT THE CROSSING,AND SHALL BE MECHANICALLY RESTRAINED. WITHIN 20 FEET OF THE CROSSING - 26. CONTRACTOR SHALL. COMPLY WITH FLORIDA TRENCH SAFETY ACT REQUIREMENTS. WATER DISTRIBUTION G- 1 _ _ NOTES WIn Rmsklml vm. WATER ATFF ENGINEERING GWAPU BE*Aa Ff. PIERCE UTILITIES AUTHORITY ERAwN err scnlc.' KT.S A MPROVED: lMTE' SHEET JLC N110 1 OF T FORT PIERCE UTILITIES AUTHORITY WASTEWATER CONSTRUCTION NOTES 1. ALL CONSTRUCTION MATERIAL, INSTALLATION AND TESTING SHALL CONFORM TO THE STANDARD SPECIFIC471ONS OF THE FORT PIERCE UTILITIES AUTHORITY. Z GRAVITY. SEWER MAIN SHALL BE POLYVINYL CHLORIDE SDR-26, GREEN OR WHITE /N COLOR, GRAVITY SEWER MAIN SHALL. HAVE LOCATOR .TAPE WITH `SEWER" MARKED ON TAPE AND SHALL CONFORM TO ASTM D-3034. - ° FINISH GRADE - 3 THE MANHOLE BASE SHALL. BE SET ON A FIRM, DRY AND STABLE OR COMPACTED BASE FOUNDATION. IF NECESSARY, THE CONTRACTOR SHALL UTILIZE ROCK TO PROVIDE A FIRM AND SUITABLE MANHOLE BASE FOUNDATION..: 4. WASTEWATER LINES SHALL BE BACKRUED AND COMPACTED IN ACCORDANCE WITH FPUA DESIGN AND CONSTRUCTION STANDARDS. THE CONTRACTOR SHALL SUBMIT CERTIFIED DENSITY TESTS AS A REQUIRED BY FPUA ENGINEERING AND THE CITY ENGINEERING DEPARTMENT IN CASES WHERE PAVED - SEE NOTE NO. 5 AREAS FALL WITHIN THE JURISDICTION OF LOCAL OR STATE AGENCIES, THE COMPACTION REQUIRE- MENTS SHALL NOT BE LESS THEN THE MINIMUM REQUIRED BY THE APPROPRATE RESPONSIBLE AGENCY. " 5. A 1X MINIMUM SLOPE SHALL BE MAINTAINED ON ALL SANITARY SERVICE LATERALS. _ � 6. THE CONTRACTOR SHALL FURNISH RECORD DRAWING INFORMATION TO THE ENGINEER CONS/SITING 12 ` INITIAL BACKFILL OF PIPE SIZES. LOCATION OF SERVICE TEE WYES DIAMETER OF SERVICES, LOCATION OF SPRING EMBEDMENT ANY FITTINGS FINAL RIM AND INVERT ELEVATION OF ALL MANHOLES AND ANY OTHER PERTINENT SPRING MATERIAL INFORMATION NECESSARY. TO LOCATE ITEMS CONSTRUCTED UNDER THIS. PROJECT. LINE 1 Z MAINTAIN SIX FEET AND PREFERABLY 10 FEET HORIZONTAL DISTANCE BETWEEN WATER MAINS - PIPE. �' © HAUNCHING AND SEWER MAINS AS A MINIMUM. B, WASTEWATER FORCE MANS WASTEWATER COLLECTION ONES, AND STORM SEWERS SHOULD CROSS��'; /✓,2; fFDING 6 11 R UNDER WATER WATER MAINS WHENEVER. POSSIBLE.' A MINIMUM VERTICAL DISTANCE OF 12 INCHES BETWEEN : THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE SHALL. BE PROVIDED WHENEVER (MAY NOT FOUNWTION POSSIBLE WHERE THIS MINIMUM SEPARATION CANNOT BE MAINTAINED. THE CROSSING SHALL BE k; REQUIRED)NOT BE ARRANGED SO THAT THE WASTEWATER PIPE JOINTS AND THE WATER PIPE JOINTS ARE EQUIDISTANCE - ' FROM THE POINT OF CROSSING, AND THE WATER MAIN SHALL. BE CONSTRUCTED OF DUCTILE IRON PIPE ` • " '� (DIP) AT THE CROSSING. SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS. ALL JOINTS. ON THE WATER MAIN WITHIN 20 FEET BACKFILLING REQUIREMENT OF THE CROSSING MUST BE MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT ALL CROSSINGS. N.T.S. 9. A.PRE-CONSTRUCTION CONFERENCE BETWEEN THE ENGINEER; THE CONTRACTOR AND FPUA/CITY COUNTY/FOOT SHALL BE MANDATORY PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ' ..NOTES: 10. NO FIELD .CHANGES OR DEVIATIONS FORM THE DESIGN SHALL BE MADE WITHOUT PRIOR APPROVAL FPUA/CIT/COUNT/FDOT ENGINEER, 11.'TRAFFIC CONTROL: BARRICADES, ETC. SHALL BE /N ACCORDANCE WITH THE FLORIDA DEPARTMENT 1) IN CERTAW SOIL CONDITIONS A FOUNDATION MAY BE REQUIRED. ' OF TRANSPORTATION STANDARDS. 12. CONTRACTOR SHALL NOTIFY FORT PIERCE UTILITIES AUTHOR17Y 48 HOURS PRIOR TO 2) BEDDING IS REQUIRED PRIMARILY TO BRING THE TRENCH BOTTOM UP TO GRADE. COMMMENC/NG CONSTRUCTION BEDDING MATERIALS SHALL PROVIDE A UNIFORM AND ADEQUATE LONGITUDINAL 13. WASTEWATER FORCE MAIN SHALL BE POLYVINYL CHLORIDE CONFORMING TO AWWA C-900, - SUPPORT UNDER THE PIPE. AND SHALL BE CLASS 150, DR-18. 3) HAUNCFBNG MATERIAL SHALL BE HAND PLACED TO THE SPRINGL/NE OF THE PIPE 14. WASTEWATER FORCE MAIN SHALL BE GREEN /N COLOR. MATERIAL SHALL BE CONSOLIDATED UNDER THE PIPE AND HAND TAMPED TO PROVIDE 15. FITTINGS SHALL. BE DUC17LE TRCA CONFORMING TO ANSI/AWWA C-110/A21. 10 CLASS 250 MIN. - ADEQUATE SIDE SUPPORT. AND. INTERIOR EPDXY COATED. 4) INITIAL BACKFILL MATERIAL SHALL BE HAND PLACED TO 12' ABOVE THE TOP OF 16. WASTEWATER FORCE MAIN SHALL BE MARKED BY THE USE OF CONTINUOUS 10 CAUGE THHN PIPE. THE SOIL SHALL BE COMPACTED TO IOOX MAX DENSITY(AASHTO T-99) WIRE (GREEN /N COLOR) PERMANENTLY ATTACHED TO THE TOP OF THE FORCE MAIN WITH LOCATOR TAPE MARKED STAPEIN ON TAPE N ACCORDANCE WITH FPUA SPEClFlCATIONS. - 5) 64CKF/LL SHALL BE COMPACTED 70 f00X OF MAX: DENSITY AS PER AASHTO T-99, I Z MINIMUM COVER SHALL BE 36 INCHES, PIPES WITH COVER LESS THAN 30 INCHES SHALL TO A POINT 30' BELOW PROPOSED PROFILE GRADE OR EXISTING GRADE. THE FINAL REQUIRE PRIOR APPROVAL OF THE U77UTES ENGINEER AND SHALL BE CONSTRUCTED OF DUCTILE JO' OF BACKFILL SHALL BE COMPACTED TO 98X OF MAX. DENSITY AS PER AASHTO IRON PIPE.. T-180. 16. EACH SERVICE LATERAL WILL BE MARKED WITH A LOCATOR BALL AS MANUFACTURED BY 3M CORPORATION, OR APPROVED EQUAL AS REQUIRED BY FPUA ENGINEER. 6) DENSITY TEST SHALL BE PERFORMED AT AREAS DETERMINED BY THE UTX177ES 19. ALL MANHOLES SHALL HAVE SEWER RAIN GUARDS INSTALLED AS REQUIRED BY FPUA ENGINEER, ENGINEER OR. PERMIT AGENCY. HAVING JURISDICTION, AT THE CONTRACTORS EXPENSE. 20. THE CONTRACTOR SHALL COMPLY WITH THE FLORIDA. TRENCH SAFETY ACT REQUIREMENTS. 7) CONTRAC70R TO COMPLY WITH ALL FEDERAL,. STATE AND LOCAL TRENCH SAFETY REGULATIONS 24 x24`XI2" SQUARE SLAB 24" POURED TO GRADE IN UNPAVED AREAS WITH FIBERGLASS MESH 7'-p" CLEANOUT FRAME & REINFORCEMENT AND /4 REBAR COVER U.S. FOUNDRY 7620 3' FROM OUTER PERIMETER OR APPROVED EQUAL. ^-8 XIO" INCREASE 0 P.V.C, 6"-45' P.V.C. ELSO 8'4"-45' PVC. WYE W PLUG 0 SECTION 24 x24 X12" SQUARE SLAB yyaa:myla a5 c POURED TO GRADE /N UNPAVED AREAS WITH FIBERGLASS MESH REINFORCEMENT AND4 REBAR 91 ® ii r 3" FROM OUTER PERIMETER N u PLAN TERMINAL CLEANOUT DETAIL (COMMERCIAL (N.T.S.) PAL POLI WHERE COST JUSTIFIED AND OPERATIONALLY FEASIBLE, IT IS THE GENERAL POLICY OF THE F.P.U.A. TO PROVIDE WATER, ELECTRIC, SEWER AND OAS SERVICE FROM THE STREET SIDE OF A PIECE OF PROPERTY DEPENDING ON FACTORS SUCH AS LOCATION OF EXISTING SUPPLY SOURCE FACILITIES, REAR OR SIDE LOT UNE SUPPLY MAY BE AUTHORIZED, BUT ONLY WITH PRIOR APPROVAL FROM THE FRUA ® -- - ® 3' 31 NOTES. THE PREFERRED POINT OF CONNECTION TO THE F.P.UA WATER METER, AREA © SHALL BE LOCATED IN THE CORNER OF THE PROPERTY SELECTED BY THE F.P.UA AS THE BEST LOCATION FOR THE WATER METER. EVERY EFFORT WILL BE MADE TO SELECT THE CORNER WHERE TWO WATER SERVICES AND METERS CAN BE CONNECTED. 2. IF PHYSICAL BARRIERS OR OTHER OBSTACLES PREVENT THE CONNECTION OF THE BUILDING SERVICE LINE TO THE F,P.UA WATER SERVICE, WITHIN AREA (D THE FRUA ENGINEERING DEPARTMENT. MAY AUTHORIZE THE CONNECTION ALONG THE PORTION OF THE R/W UyE MARKED AREA (9),OR ALONG THE PROPERTY LINES MARKED AREA V) 3. HORIZONTAL SEPARATION OF WATER AND WASTEWATER SERVICES SHOULD BE A MINIMUM OF 5 FEET AND PREFERABLY 10 FEET. 4, ALL METERS SHALL BE INSTALLED /N AN UNRESTRICTED AREA FOLLOWING EASE OF ACCESS AND PROVIDING ADEQUATE PROTECTION. 5. THE F.P.UA SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND REPAIR OF THE WATER LATERAL WITHIN THE EASEMENT OR RIGHT-OF-WAY, UP TO THE POINT OF CONNECTION. WATER METER PLACEMENT (N.TS) 11 ry �Y Q N w POLYETHYLENE NB/NC SERVICE W U) L:7. Q " 1 5- O ' .. J 2 Lll41. W ^, r U 1 a L ��,.. Ld O Y z 1 It x -t- CD.a- w v it r J wQ W -j ILL ) ~ OD P) � rn N ROME TYPE METER BOX z Z >LL M BY CONTRACTOR / f1 - -I W co YUN¢.. NO E z Z W 0 O \ W /�/ UiLiw 1. BLUE 10 GAUGE THHN WIRE SHALL BE ATTACHED TO THE SERVICE LINE AND RAN TO OUTER LL W CO Lu a Z METERS ONLY. CL 0 M LL 2 WHERE SERVICES UNDER PAVEMENT ARE REQUIRED, THE POLYETHYLENE TUBING SHALL BE - SCHEDULE O �FF��A z O a v J INSTALLED WITHIN 40 PVC CASING PIPE.. U 3. ALL METER SIZES SHALL REQUIRE LOCKABLE METER VALVE. (CURB STOP) ^0 J K!u N W 4. MINIMUM :COVER /N UNPAVED AREAS SHALL BE 30, IN PAVED AREAS OR PLANNED ROADWAYS OR SWALES MIN. COVER SHALL BE 36". 5. POLY SERVICE. LINE SHALL VARY IN SIZE PER COMMERCIAL USE, 6. FAUA SHAU REMOVE METER BOXES AND INSTALL STAND PIPES AT THE TIME OF CONNECTION. TYPICAL MULTIPLE WATER SERVICE CONNECTION (COAWERCLAL (NT.S) TYPICAL MULTIPLE W envIPLLMa ATER W-4A are: RENSIEN: Or. I aPvo: wars Wnsr vAffft ENOINMRING G rcNEE: r. _1M`m BY, scan R. PIERCE UTILITIES AUDIORITY \ A .aPFOVED: N ^' SHEET rr , / PLAN TEE FOR TESTING 6' NIPPLE WATER METER APPROVED BACKFLOW ASSEMBLY 6' NIPPLE 6" NIPPLE 90, ELSOW� 1 90' ELBOW O ` LOCKABLE-. 2" CORPORATION ORPORATION - 2" LOCKING 29' TEST PORT-•- //' METER FLANGE CURB STOP ppOO FINISHED GRAD LJ 2'COPPER PROFILE U SERVE PIPE N01 ES•. 1. LANDSCAPING REQUIRED PER CITY OF FORT PIERCE OR Sr. LUCIE COUNTY ORDINANCE. NO PLANTS OR TREES. WITHIN IS' AROUND METER OR BACKFLOW. NO SOLDER JOINTS. 2. ASSEMBLY TO BE 29" FROM FINISH GRADE TO CENTERLINE OF THE FLANGED BIT BEND. WATER METER/BA KF OW PREVENT R ASSEMBLY DOMESTIC SERVICE (COMMERCIAL,) (NT.S.) NOTE F PIERCE UTILITIES AUTHORITY MINIMUM PI RC UTI ITI S AUTHORMINIMUM DE5IGN AND CONSTRUCTION STANDARDS (LATEST EDITION), ARE TO BE ADHERED TO AND WILL BE ENFORCED TO AT LEAST THESE MINIMUM STANDARD5. ZO 0a �tt U W Ld 06 GJ Z e 0 1 uu < Do °uuL L U �® w `; v i e LIJ L�1 .J 0 11LL �LL r`O `.`rree/ r L1J 00 se> W_ \= 0 2 J 0 C/) \pp'J 1�-. a O m W u W F z J O N d fY -w Z K wa N J W N.� `v:. O Q O 0 o 0 0 SHEET NO.: ro OF BEFOREYOUOIG ' CVL lNn (a19uSWESSOAYb WAITFOR THE SITETO SE ta9Rl(EO RESFECTTXE M9RN6 GTE 89RYY JOB No. -: 19-1024 ENG 2,a.2 Structural Practices GENERAL NOTES EROSION CONTROL Vlny Sheathed king Steel Gable W (( W N Q Temporary: Gabaoi ed Connectors (Tool Free tDisconect) 111 . o Slotted PVC Connector Pipe : Closed Cell Solid Foam \ Silt fence in accordance with the Florida Sediment and Erosion Control Manual. Metal cater Rein Closed C. Bolid Plastic Foam Flotation (6 Old. Equiv.) (12 Lbs. Section VII (SWPPP Narrative) Staked turbidity barrier in accordance with the Florida Sediment and Erosion Control Manual Per Ft. Buoy Dio. Egwvj (17 lbs. Per Ft: Buoyancy �� `7•` Per Ft. Buoyant `f- Soil tracking prevention device in accordance with the Florida Sediment and Erosion Control Manual.! 1.0 SITE DESCRIPTION A stabilized construction entrance to be constructed per the Florida Sediment and Erosion Control Manual. C ilPolypro Rope Q, 18 Oz. N onReinforced d (600 Ib Breakin )7 1a Oz. N on. Reinforced �' Co All sediment controls shall be in place prior to any soil disturbing activity upstream of the control. PVC FabH< (300 psi Test PVC Fabrc (300 psi Strength) (W UI Stress Plate 77g"Galvanized Chain Test) With Lacing Grommet }"Galvanized Cha / J to Nature of Construction Activities >°•�> 2.6 Stormwater Management D- �c c TYPE ^'^' D, =5' Std. (Single Panel For Depths 5 or Less) TYPE ^' "• �]. �,j o the existing building and associated paved parking Ds=5' Std. (Additions, Panel For Depths 5) Construction activities consist of the expansion f g 9 p p 9 Stormwater will be conveyed in storm sewer system, cross details, and swales to Stormwater retention/detention area. Curtain To Reach Bottom Up To Depths of 10 Feet. area at the existing ' .stexisting site located in the St: Lucie County, Florida: Two(2) Panels To. Be Used For Depths Greater Than 10 Feet Unless Special Depth Curtains Specifically Called Z 0' J 2.c Other Controls For In The Plans Or As Determined By The Engineer. NOTICE:. COMPONENTS OF TYPES — AND -- MAY BE SIMILAR OR IDENTICAL Z W o Major Soil Disturbing Activities - r .GENERAL NOTES TO PROPRIETARY DESIGNS. ANY INFRINGEMENT ON THE PROPRIETARY W Q Lb Sequence f M t g ' � .. RIGHTS OF THE DESIGNER SHALL BE THE SOLE RESPONSIBILITY OF 2,C,{LWa$te Disposal (This may include construction debris, chemicals, fitter and sanitary wastes) Floating turbidity barriers are to be pine foyer. UP the i. p contract unit price for Floating Turbidity Barrier. LE THE USER. SUBSTITUTIONS FOR TYPES:— AND --.SHALL BE AS . - APPROVED BY THE ENGINEER. �rt Can propose : 2. Staked turbidity barriers are to: be aid for under the contract Post (Options: 2" x 4" Or V The following sequence of major activities be followed unless the contractor p p 9 q JAll construction materials and debris will be placed m n dumpster and hauled off site to a landfill or other proper disposal site. The unit price for staked Turbidity Barrier, LF, FLOATING TURBIDITY BARRIERS zJ" Min. °Die. wood: steel s erosion and sediment control practices described an alternative that is equal or exceed the r p 33 Lae/Fl Min.) Z 0 a0 q I dumpster shall be located as shown on the. site map. No materials will be buried ensile: s' Max. * • J W o he entire i his document and Is approved b the Engineer. The detailed sequence for t n T'completed b Co tractor Subcontractors . n t PP Y 9 9 o be y n / O ,B o:. N;inn Reinforced J i_ � .. sib PVC Fabric (300 psi Test) W r` cahvar significantly from contractor to contractor. She contractor Isrespon le project Y _9 Y �I� '�Proposed Toe Of Sloe w W � 2 Off -Site Vehicle rein construction entrances/exits v l J O for providing a detailed sequence of construction for construction activities. c.V g f 1-4 p 9 9 2 MEZ Z JLL�M .. m Woci Rk O site vehicle tracking o sediments and dust generation will be minimized via a rock construction entrance daily street sweeping and the � ///�i( Existing 1 I (� 1. Placement of all erosion control devices. tf g fg y p g �k wfj use of water to keep dust down. Causeway t— — Z W ilake,ri d excavation o the dry detention area. —n U J 2: Clearing and grubbing, earthwork, filling of the existing n f Y To be completed b Contractor/Subcontractors : W w P Y O snare Line p, ¢ o, z W 3. Storm sewer construction; all storm sewer shall be constructed in the upstream direction. �, a STAKED TURBIDITY BARRIER Q_ 4. Water & wastewater utility construction. 2.c:3 State and Local Regulations (Waste, Sanitary, and Septic) oD �E �` o e U) O a 5. Earthwork associated with roadway, curb, subgrade, base and pavement. �o'°°t o' - — U U) z a TYp1co1 Shore Line _ units Of Const J W The contractor is sole) responsible form documenting this portion o the SWPPP. 0T f f a as called o m tans. Y 9 � a" sodden o the unpaved project are c I ed for p P alandscapingrid f a2S i s' a d mulch and 6. Final seed nP 9 P p J . .i. . W Limits Of Gone .Shore Line Current � `- LEGEN6 Lc Area Estimates 2.c.4 Application of fertilizers, herbicides and pesticides — — ..,.,_ • Pile Locations Structure Alignment Turbidity. ® Dredge Or Fill Area Barriers Florida -friendly fertilizers and pesticides will be used at a minimum and in accordance with the manufacturer's suggested application rates. NOTE. Mooring Buoy w/Anchor Total Site area: 0,787 acres : site -.. Turbidity barriers for flowing streams and tidal creeks may be either floating, •age The fertilizers and pesticides will be stored m a covered shed, as indicated on sae map. or staked typesor any combinations oft es that will suit site conditions d I Anchor r types and NOTES: meet erosion control and water quality requirements' The barrier type(s) will . Total Area t0 be Disturbed: 0.185 acres TO be Completed by Contra Ct Or/Sub Contra CtOr($): 1. Turbiditybarriers are to be used in all permanent bodies of water p p p Barrier Movement Due p be at the Contractors option unless otherwise specified in the Ions, however O regardless of :water depth. r payment will be under the pay item(s) established in the plans for,Floating To Current .Action 2. Number and spacing of authors dependent m current velocities. .Turbidity Barrier and/or. Staked Turbidity Barrier, Posts in staked turbidit 3. Deployment of Brody around pile locations may vary to accommodate Y 2.e.5 Storage, application, generation and mitigation Of toxic sUbSYQYiCeS barriers to be installed. in vertical position Liaises otherwise directed by the Engineer i.d Runoff Data. ongtiaonan requires. �! 4. Navigation may require segmenting barrier during construction operations. 5. For additional ,information see Section 104 of the Standard. Specifications. A spill prevention plan is in place. A double wallled fuel tank will be placed on a drippanto contain and prevent any drips or leaks from being Runoff Coefficients: Before: .30 p P P 8 TURBIDITY BARRIER APPLICATIONS TURBIDITY BARRIERS Niz discharged in Stormwater runoff. All paints and other chemicals will be stored m a locked covered shed, as indicated on site map:. During 0.30-0.81 To be completed by Contractor/Subcontractor(s): After: 0.81 SHEET FLOW 2.c.6 Other Soils ,Data: The soils are silty fine sand to clean sands. The small sand particle size will 1 make the potential for erosion high. Port-o-lets will be placed away from storm sewer systems, storm inlet(s), surface waters and wetlands. Specific placement is depicted on P 9 the site map. No vehicle maintenance shall be conducted on -site. A washdown area shall designated at all times and will not be located in any BALES OF 5TRAW STAKED DOWN Drainage Areas for Each Outfall: area that will allow for the discharge of polluted runoff. A small -vegetated berm shall be placed around the washdown area 2.d State and Local Plans Z o Le Site Map g A Permit Modification of the existingSouth Florida Water Management District (SFWMD) Environmental Resource Permit No. SINGLE ROW OF BALES OF STRAW TO BE P 9 LACED o The construction plans will substitute as site maps. Locations of the required information 56-00599-5 will be required. PRIOR TO T1-1E5TARTOFROU6H6RA1,)IN6. N W �m are described below. PLAN VIEW W 31. MAINTENANCE — a Drainage Patterns: WIRE TIE _ 2"x2" STAKES w The drainage flow directions are shown on the Paving and Drainage Plan. ITEM MAINTENANCE POSED REPLACEMENT INTERVAL 1-112' TO 2' IN o Silt Fence In accordance with specification 6 Months T14E6ROUND Approximate Slopes: Section 104; The slopes of the site can be seen on the Grading and Drainage plan and cross sections. } m Ponds Remove sediment when it becomes As Required t I Areas of Soil Disturbance: 6" deep. The areas to be disturbed are indicated on the plan. Any areas where permanent fe6tures Straw Bales Remove sediitient when it reaches 3 Months BALE TIES Z K are shown to be constructed above or below ground will be disturbed. 1/2 height of bales. CL J Areas not to be disturbed: The contractor shall maintain rain gauges on -site and record daily rainfall The contractor is also responsible for documenting this portion of t Hit, . i ' Section 104 �4,f LLI Z Those areas shown outside of the limits of the silt fence will not be disturbed. the SWPPP n the ect on Erosion Control Plan. 5ECUREL Y BOUND BALES ANCHORING BALES ® Z Locations of Controls: ' 4, INSPECTION REQUIRED FOR DURABILITY L The erosion control devices and locations are shown on the Sediment & Erosion Control Plan. ANCHORING BALES DETAIL �� r Qualified personnel shall inspect the following items at least once every seven calendar days and within 24 hours of the end of a storm that is it = NOT O SCALE J 0 0 inches o greater. Where i i all stabilized, inspections shall be conducted at least once eve o •'" < .5 nc r i sites have been f n t r month. �' Areas to be stabilized. 9 Y p Y Temporary stabilization Practices are also shown an the plans, If applicable. Areas of CL w.. permanent stabilization are shown on the Paving and Drainage Plan. Points of discharge to waters in the United States. ® W Points of discharge to municipal separate storm systems: SILTFLOW _ C� 0 Disturbed areas of the site that have not been finally stabilized. F CL > Surface Water: Areas used for storage of materials that are exposed to precipitation. L Surface water discharge is shown on the Pavia and Drainage Plan. The surface water of 9 9 9 Structural controls. i --'— rt. o amanagementsystems. the protect will discharge to an existing drainage Swale on the north side of the property. St rmw ter \ �— �,, ..,., •. � ,,CL Locations where vehicles enter or exit the site.1 i l.f Receiving Waters�� TYPE III SILTFENCE The surface waters of the protect will discharge directly into an existing drainage Swaleon the FJ, NON-STORMWATER DISCHARGES north side of the The Swale discharges into the master stormwater system. j ysv NOTE: SPACINGFOR TYPEIIIFENCE property. The contractor is required to submit a dewatering plan to SFWMD TO REIN ACCORDANCE WITH for approval prior to commencement of any construction activities that o S � �— CHART 1, SHEET 10F 3 AND 2 0 CONTROLS require dewatering. This plan shall include any stockpile areas and excavation areas. DITCHINSTALLA TIONS A T LLJ \ DRAINAGE STRUCTURES SHEET The contractor is responsible for documenting this portion of the SWPPP. If contaminated soil or groundwater is encountered, contact the / 2OF3. 2.a Erosion and Sediment Controls District Hazardous Materials Coordinator. M . TYPE III 5ILTFENCE The following defines general quantities for. the sequence of construction . RESPONSIBLE ENTITIES NOTE•'. DO NOT DEPLOYIN ANY MANNER THATSILT r • • FENCES WILL ACT A A DAM ACRO55 and the use of stab ilization and structural practices. `The contractor is PERMANfNTFLOWING WATERCOURSES — also res responsible for documenting this portion of the SWPPP. The construction This SWPPP must clear) identify, for each measure identified within the SWPPP the contractor $ or subcontractors that will im lement Bath SI TF NC S ARE roe USED ATUP A �. oJ P 9 P Y Y, O O P L E E E ED L ND ccR�� O of this project is expected to last twelve months: measure. All contractor(s) and subcontractor(s) will be responsible for the implementation and maintenance of the measures identified m LOCATIONS AND TURBITY BARRIERS USED y the SWPPP must sign the following certification: ATPERMANENTBODIESOF.WATER. r<` LL Install stabilized construction entrances at all common areas where U and exiting the construction site: : EROSION & SEDIMENT CONTROL Z construction vehicles will be entering g c I certify under penalty of law that I understand, and shall comply with, the terms and conditions of the State of Florida D The driveways shall be constructed per the Florida Sediment and Erosion Control Manual. DETAILS TYPE III SIL TFENCE PROTECTION UJ 0 Generic Permit for Stormwater Discharge from Large and Small Construction Activities and this Stormwater Pollution Prevention AROUND DITCHBOTioM INLET U Plan prepared there under." Nor ToSCALF w Install silt fences, Type III, around all ditch bottom inlets on the 2 project, and the project perimeter. Filter cloth under the grates on catch 6'MAx Zoo C� � basins maybe used in lieu of a silt fence Install staked turbidity barriers at the locations as indicated in the Paving and Drainage Plan (discharge points). 2.a.1 Stabilized Practices Temporary: Seed and mulch, and sod in accordance with Specification Section 104 Permanent: All stabilization practices shall be initiated as soon as practicable in portions of the site where construction activities have temporarily or permanently ceased, but in no case more than 7 days after the construction activityin that portion the site has temporarily ceased The _ P f P Y contractor is also 9t his responsible for documenting portion of the SWPPP. P I NAME AND TITLE COMPANY NAME, ADDRESS, AND PHONE NUMBER RESPONSIBLE ITEMS DATE "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry' of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitte is, t to the best of my knowledge and belief, true accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." POST OPTIONS: WOOD 21/2"MIN. DIA. WOOD 2rX4" OPTIONAL W PRINCIPAL P05T. OAK 11/2"XI IIZ". POST POSITION (CANTED STEEL L33LB5YFTMIN. POSITIONS 20eTOWARD FLOW) w ;D FILTER FABRIC (� g 57LTFLOW p� FILTER FABRIC (IN o > m m g CONFORMANCE WITH ELEVA 7TON SECTION 0 W w SEC985FDOTSPEC,) w z z'X Y N U.. o 0 NOTE' SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNITP RICE FOR STAKED NC L.. m o m TY P E III SIL T FENCE 4 SHEET NO.: d is r a OF ' BEFORE YOU DIG Liu rm)nl euslREsscurs - WAITfaF rHEbIIE NBEMARKEa Ass�EerT"E'nunxs _ anBnrsr.r Name (Operator and/or Responsible Authority) Date JOB No. 19-1024 ENG I I 1 � FLANS & MAVI& 5CH L� 2" MIN bt'0 UGNT KEY QUAN NAriv � Ta�pANCF P0MNICAL NAME COMMON NAME 51Z� (HT, x SpP\J CONTAWP\� , ' M15CAPF p�QUIFTMM5 FT5 CK 26 Y MOn; CONOCAP.PU5 FVFCTU5 GpFFN 13UTTONW0017 24'' X 18'' t PLAN VIEW NT5 Flan ubmitted with low, medium and hi h water u5a Indicated on the landscape plan q � 5 ` _ - _ _ _ - ;, _ MINIMUM poor 13PLL. Pt�.1Np & T1E FpoNnS roGETHE!? WI'N NVINE <MIN, 6 8 rpONnS) 5 / r more o f the rass areas are made U of drou ht tolerant s ec esfrom the list p q p 10 _ CLU 6 Y MOP, CLUSA t?OSFA CLU5A ( POSE ApPL �) ,; 18 2� x #3 bEG�Af3LE for 9 _ - - - _ CAL C AlPALM TYPI 5) . NOTE 5AJ3W. PALMS. MAY f3E HUppI�ANE CUT 51 _ from the I Ist the ulred shrubs are made a of droll httolerarrL s ecles ro or more of a p q p I O FAK 28 Y M�JYI, TpIpSACUM nACTYL01nF5 FF p FAKAHATCN G A55 18 x l8 # 3 N r,5 SAf3AL PALMS TO 6 b I300TE17 WHEN I' C T, Op LE55 e 5 � of dra�i ht tolerant s eaes from the Jest or of the trees are made up q p Q i - UNLE55`0 NER NIA NOTE LIt11iz r ndcover mulch beds at l east three Inches Jeep 1n all lamed areas exec a, cu Ion of compacted p p � O- (5) LAY�I:S OF 6U�:AP Utiliz ion of mulch o cr than c hUpress � 5 WIPE (�> woon cL�Ars WRAPPEn Ar POW on TOTAL p01N15 - 50 SM ' 2 Y V�it;Y SW>IiE NIA MANALIONI MP,NOGANY _ `' I I IZ 14 x 5 2 I/ 2 CAL: , II (2 X 4- X 12) rO 1EUNK W/- SUPPof1' 2 5TEFL 51PAP5 (MIN.) A5 SUPPOpr POP W00 n TOE NAILfO PAftNS LEAr ZONE pF - UIPWFNTS THIS LANOSCAJ'E PLAN MEEfS F70T SIGHT 1715TPJ�CE ANI7 C Q CLEArS ALL GpOUNn MOUNTE7 MECHANICA EOUII?MENT TO I3E 5CpE�NEIP WITH 5HPw5 5AUCEp FOE INIroL PLANTING n (5) 2 X 4 WOOb 31ZACE5120` APApr PPOPFFTT CLA551FICMION5; 3" nEP Or IpEnn n ZONINGI IL - INPU511?IAL LIGHT MULCH 61' FPOM TRUNK FUTUPF I AK ir USF TVC -TOWNS UILCALFS & COUN11?Y5IbF rINIS GpAJPE 1/ 5 HNC4Hf Or D I 11?UNK — � pt?0P05F 51 bA1 A — 'll�11II �_ 3 OWGE 6E rorAL PApcEL , A �4,300 5 r 0,781 AC loo oo7 L— 211 X 41' X Z411 I� —LLl I I 11 —I I! I �1 4511NG5OIL IMPS IOUS A Z 5rAKE PAP 13UpIEYI TTT I n I n—ITI=111— 111= I I—' 5ANb EX 13LnG, 2,100 5 F 0 048 AC 6,1 �)' I r3ELOW 6mF rX PAVT / W K5 7,453 S r 0.171 AC 2173% 12" MIN, 12" MIN PpOP 13LtP6 f71TI0N 2,982 5 F 0.068 AC 8,697 I n a� n FAM FLAN ING PFTAl� FAN rOfAL MrFEVIOU5 5,43 4"" K5 14,5975F, 0o30AC 41,97/ (WITH 5fAKING AMP GUYING) V6,fo-w PrpVI0u6 (orrN) 19,903 5 r, 0 457 AC 58,037 120•�. Y120'� 'I LANa5CAFF NOt 5 ' ALL LANP5CAPr MATEpIAI.'TO �F FAA, #I R MTV 6AHIA 50P A5 kFQURI. P �45TM T�� KEY MALA,� A 01? �UCALYPTU5 MULCH (NO CYPP.�55) A5 MQUIp�12 TO 3" 9HICKN�55 MINIMUM IN ALL PLANT 1 FP5 0 25 nsnMsrEn BIZ GUAGE ANNEaLEn, zEnwmwirH6KV ELTURN6uCluiE FULLY OMATIC IppI6A110N 5Y5TW TO PP,OVIPI;1007 COV�F\P61� IN 15 MPH WINn Gw ALL I"WHI ISP 5P�CE5 SHALL Ply P\FMOWP FpOM 51T� ROp TO I55UANC� OF C�pTIFICK OF OCCUPANCY tl OAK \\ j (INCLU ING ALL 'FVPC' 05T�n 5P C005) + FXISr LIVE OAK i 1TINFORCEn 131,ALK DAMN H05FZ x l+ x 8' PT PINE ICE STAKE 3 RE WP, EQLKIL Y 5PACEI7 F I6MI ON NOTE 5 --r' � � EXIST 5A13AL PALM I SAUCER Fop WmAL PLANIING for or ROor PALL To 13E I" HIGHER m 15N 6mG FULLY AUrgMATIC 1Fv06AVON 5Y5T�M TO PPOVIP5100% COVFIZAG� IN 15 MPH WINb ; • 1 ,•�,a �:,,. 311 n'E� MULCH 6° �poM muvK N5TALL 13L�13�LFI?5 ON ALL 1�F5 -LOW WATT U5ALF + Exlsr G?EEN 6U rowoon rr� ! n. LY pEMOVF ALL PLA511C, wl�, STEEL, ETC. EN PE II AGRIF�ZM FERfIUZER rA6LEr5 4 PROM ALL 6-8 DELOWFINI�IGRN7E ROOr6 , INSTALLb IPLINF ON AL L HbGF MATFpIAI LOW WASP, USAGE ; '--' ExCEPrDUR.AP, F�MovE 6ur�;AP FROM INSTALL L�W _ TFC? USAGE 11?AJFCTOpY' SPF:AY NFAnS ON SOb AI?FAS MOnFpATF WA TOP 5 OF ROOF PALL / 50b AI EAS TO M ZONFP VAPAgLY FPOM TI'FP & 5NpUP ApFA5 COMPALiEl7 pLAN11NG SOIL MIxTLf� s, ... .... ., ,..; , I.. _ , PLANTING SOIL M1xiURE INSTALL PAIN _ CK S�NSO p OVFt; t?IYJF 175UICF AT IK�IGA110N 11MF CLO ro PREVENT 5Er1LEMENr 2 PPlZfS TOPSO L WATFp 50 t CF TO 6F FpQM WELL ,:• .:::'::' ; ; • 2 FARfS PEAfM055 I • " I # MILORGANITE PER INCH CPLI6ER I 12" 1 rxi%N6501L I ------------- TYP. 2 26 EXIST SM CF p _ L_ -- ;EEN �urr�iir rK�E EXIST, GP 1 I 1 / I 1 + �AN11NG n1AI Nrs CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! 1-800-432-4770 SUNSHINE STATE ONE CALL C PIFLI Revision 6 24t 2019 � a 1 155 Q i I I I I O ! 1 I i fl -I EXIST GIVE OAK 1 1 tI I GpEEN ISLAND FICUS � �X r—c--c—x5 1�c � � �E r -ate 7•••Y I � r •I b / ♦ I 1 � 4 .{S / — r3E5rFACE of Vur3/ GROUN�covER TO FACE. EXIST: GpEEN r3 r On Tp,EE �, .. .. y � .. L, .,I e, I V IZ AK yn OF PLANTING 6E17 "« y y W FRONT , I ,. Arc P.05*, .. REFER T017RAW1NG FOR PLANT SPACING i ExIST1NG F EE G5 a • x�+ I — 1 I l , � I 1. I o EXI�Sr L �A. MAINfA1N 12 bEAYI ZONE AT f3E17 EbGr IovlI i c EXIST. GpEEN 13 + — I C \O I . I .. ... .. .. KI, I I ,E Cn O � I P I E N.. i ,:,��....... .. .. i TJ Q I I I R IA L 1 - � -- -1- >_ � I PL _ . M V w I o I F C� PLAN IE a I FAK V 01 Dr ut 3 1 _ } 5 I coo �Ny Loot CC a; CLU yy i 1 11a� 1 W ! I _S GC r,T SP/ . w I I B� 5 I I C I "-- -- ` Aon PLANTING rAnLErs AS FOLLows. I i' -- �- -1- I I PATE 6 2� 2019 1 GAL, �iRU6 , I rG,Dl.�1 i I .I � �-f 1 I I 1 I I 3 GAL. �IRLB3 - 2 TADLETS i V I I .._M ...� iv 0 I I 1 I I V GAL RU6 - 5 TADLETS " L'.. /, .♦ �, I I --_-� aF aR.UI`-- -T- L I 1 RECEIVED RAWN:- WAF roP o poor �A ro r HIGHER 1 ANIN15H aRw�E I * -�- -Y-- oGAL.5N3 4rAl31Er5 EXIST.GpEEN3UTT0N00nTpEE / $ tl' II 1 I I= I 1 «,. a.. __ AGRIFORM FERI1UZER fAI3LET5 9 FROM RQOt13A.L � .. _. ,—:.__ ..,� �._. ✓ --- '. I HrcKEt7 5A aE FOR INItIAL PLANTING 6 8 FLOW FINISH GRAI9E EXI5T; CLU51A. =µ ---- - ST. I m.e.a I I Lucre Permit mitt I 5" t7EP1N OF SNREC/17EYJ MU.CN 1l I� I I I I m 1 1 I � ALE l 20' FINISH GRAYIE - ROof DALL SIZES VAPY PROJECT NO; 19-062 ` COMPALTfV PLANTING 501L MIXII.IRE r .. .,.......,�.,,,._.,.....,,.. :>..L �,•.. pinMl44no nniurlVP ■ ................................... ............................ ........................ ........ .......................................................................................... ........................................ ... ................ L 43 n I u " 1 R " Us•�-Q U 4 1C 0 4 1604 inermedlate steel frame > o 0 thru frame telling ;, L `o 19 -- - = --- --- -- --- -- --- -- --- -- a�i -- --- --- --- - --- o u o I 1 1 1 I i ! 1 1 1 1 1 1 I 1 1 1 1 1 1 1 { i I ts`R_i I I I i I I i I I P I I I I I I 11�1 I I frame walls below 2x4 6tud5 2' 0" o/c �L 341 3 3/4" CDX plywood w/ Sd rfng-shank nails o43 s m� 43 1 1 i 0 1 i 1 t 1 I 1 I ► 1 I ! I i 1 1 1 1 1 1 1 3- 0 G" 0/C along all framing members m ;j'41 s O mOCo��OQn I I I I i I I I I I I I I I I P I I I I P I 1 1 2x12solidblocklmeQ 3 (typical all around) M a`jo f UO43 n i JL--- 1L---,--_L--_I 1-- 1 1 ! I- 30430p 0 L i I I II I f fono amps: A-4 SOn.e0 TS sbso� U C A L �1143�o��Q { 1 1 1 1 I ! 1 I I 1 { 1 1 ! t 1 ! ! I f I 1 1 e I --- -- -- - - - - - --- - --- -- ---11--- -- -- - -- -- --- -- --- 1 1 1 t I 1 1 1 ! ! 1 I 1! 2" PVC VTt2 ° , , 1 I 1 1 ! 1 1 ! ! 1 I r n U 2x12sa14 o/c iIIIII°� IEdouble 2x12 header �D L w/ 1/2" CDX plywood spacers - typical impact rated ij I where shown hollow metal-,- ,L N - - >>, doors l 5outh E[Cva'tiom o 1' Proposed Addition Existing Bulldlhe Scale - 3/16" = V O" 111 IL4 ,r 71 8 ri rr ,-.____._...._. �_ % N Q U t .- LL1 Office & Kcatroom Cciiing Framiha Flan Scale - 3/16" = 1' 0" 12 painted Galvalume Adds oap I painted Galvalume roof panels 161 Olt EaV painted Galvalume 9 , "�-ceutters, downspouts � btrim r I Impact rated painted Galvalume wall panois V V , alum. OF doors Impact rated 4H doors 4 s 0) o Q�7 (� Z s °'°" West Elevation North E�evatio+� Finish Floor.. M (Match Existing) IL �' Scale - 3/16" =1' 0" Existing 15ulldlng ( Proposed Additlon Scale - 3/16" = V O"IL I CONCRETE TESTING ' , to Strength of concrete to SpecifiedIn excess of 3000 psi Frop05ed Addition to Warehouec 5hcet Index r aJ c- N o e e shall be sampled per ASTM C-172, capped per ASTM FAINTING 11 & roof LE Build(ngwall& roofpanal@.trimAhdaecessory A-1 5uilding Elevatlon5, Notes C-617, curerd per ASTM C-31 and tested par ASTM C-39. com onents shalt be re -finished Touch u PERMITS Testing laboratory shall be certified per A5TM C-1097. t O u O N Contractor shalt apply for and provide all Permits and inspections as Teets shall verify compressive Stren the equal or raster of any scratches or mars shall 6a effected with �3�t' Gommerclal G1 role A-2 door Plan N Contractor for all aspects of mmoi p r vioic a aS shown on these ctiome e. p o 9 products matching the pro -finish color and type. requiredp g than Specification strength. Gypsum drywall shall receive one coat of full covet 5t. Lucie County, ['lorida A'3 Foundation rlan SITE SET-UP WOODPteODUGTS of [At ox primer. Two additfonal Coate of eggshell -� I/etalis Temporary sanitary facfl(ty shall be mafrltafned on site during unless otherwise noted on Plans, wait studs shall be #2 & sheen latex shall be applied overp,rimor. 1'a rc el 1 D # 1335-8D2 -D047-ODD-5 construction. better nominal 2x4 Hem-ffr. Interior trim &dooreshall receive primer &two E-1 ElcatrjCal & Lightin1�g I lan Contractor shall review drow(ngs and on site Conditions prior to Wood In direct contat with concrete shall be pressure treated. full coats of sami-gloss latex. permittfng and start of conatruct(o11. Cetilm joists shall be #2 struotura! rade southern Piro, size me i Additionall contractor Shalt vor(4 location of electric, telo hone, 9J g F rLUMDING NOTES Panel board & Load GaIC 6. Y. Y p shown on these Marc Contractor shall connect sanitary outfall to permitted Sanitary water, gas & sanitary sewer service prior to start of contruct(on. Wood In direct contat with concrets shall be pressure treated. service point per Civil Eng(rloering Cohetructton Documents. /� If the contractor belfevos he has discovered orrore and/or omm(eefoSTRUCTURAL STEEL Materials ne C1�'ODDID1 (EXIDDISPILEAA1M�L3 In the Conetruot(on Documents, he shall notify the Architect In wrftfhg V Structural Steel shall conform to the latest editions of 1. Sanitary Waste -PVC for clarification before proceeding with any work. if the eorttraetor AISC apecfffcattons for the elas(en, fmbrfcatfon and 2. Below grade supply - Type "K" soft copper. - Florida 15ulldlmo Code 2017, 6 th Edttlon 0 .S" faflS to give SUCH notice & Obtain written clar(f(cstfon, he shall be erection of structural steel and ASTM A-36, latest editfon. 3. Above grado supply - Type "L" rigid copper, Sweated & flsmged. a 51 G Load EGi Cto r 5 responsible for Such omfssfon(S) and for the cost of rectffyfng eame. All field welds shall be repm(nted w/ two coats of rust - 160 mph - Exposure C - 3 -second burst Contractor shall furn(sh or provide equipment, operations, labor & fmhtb(tfng paint of the same brand and typo me the shop coat. Plumbing system shall meet all roqufrernantS of the FBC "Mach- (per F15C 2017 Section 1603.1.4) materials, necessary to perform and complete the Pro act. ah(CAI Cods", Florida ADA and local requfremonte. Frovfde all occupancy - FI5C Section 306.3 AcJI� = 124 mph d �P y p p PRE ENGINEERED STRUCTURE n Wind Velocity - Ult =160 mph, p Work shall be done in accordance with applicable iota(, stela &faders( termite and Inspections me roqufred. Group F-2 Low hazard Factory Industrfal L The Intermediate frames, roof purlfne and framing Shall Exposure C O building and saftey codes and with manufacturers pubi(shod fnstructione. ELECTRICAL NOTES Type of Construction - II B un s tinkled p ,_ Lie components of a pre-engfneareI building structural Yp p WARRANTEE system rated for F5C 160 mph , Exposure "C". Manufacturer Electrical tnetaUatione and equipment shall be (n accordance w/ FBC Table 504.3 -Allowable Haight Above Grade Plana Building pC6fgned as enclosed BtrUGtUI"t: �.OQ' (� >L RE ;7E® FOR Contractor shall provido owner with a full year werrantoe on the Shalt suppt structural drawing Areal.repSigned and the raqufrements of the 2014 edition of the NEC (NFFA #70) as G }� entirety of the completed improvements and additfohe motw(thetandime Sealed by a lor(da I(eansad Stru1q�tPurai eng(naer. amended, and all local and state codes In force At the time of Maximum 55 hefght - Actual heleht = 20 at ridge Per FBC Table 1604.5 bUilding Is V� �Q` Z- .N Coo " OMPLIANCE warrantees issued upon (ndtvldual components by manufacturers or sub- MISC. METALS conetruotlon. FBC Table 504.4 - Allowable # of Stories Above Grade Mane "Kisk Catagory II" - 5torage ��G� �� O � � �"� L.1.' IE COUNTY contractors. Supply miscellaneous metals as required to complete Contractor Shall make ffnAt arrangements for electrical amd tale- The 1 year porfod begins at dato of acceptance by Jurisdiction having struotura and other components. phone service. Allowable # of stories r 4, actual c 1 roof Loado per building manuf12. to V SOC+C+ l� authority. INSULATION arify traneformor location and service points for utilities prior to FBC table 506.2 - Allowable Area Factor = 23,000 s.f. - Dead Load - 0.73 pef, Live ,� O v $OIL Bufldfne roof & wall Insulatfon shalt be Shalt be 3" vinyl faced bide. 1 „ ,�m O - Clear the buffdfne Arow of trees, roots oreanfos And Ffbarglaee baits . Provide all necessary permits. All material Shall ba UL approved Area of proposed additfon = 2,962 5F, gross - Overhang = 0 0 Koof lqi 12 -r other deleterious mwtertale. & labeled. Exfstfn structure = 2,100 5F I - Dackffll with selected eranulmr material in 15" mwxfmum ROOF & WALL rANEL5 g Mean bufldln hcf ht = 18 lifts And compact to A m(ntmum density of Sa% per ASTM-iron5uilt 26 gago "Rib 1Z" Gwly lump overlap @crow -down Ground system in accordance w/ Article 250 NEC. Total area = 5,082 5F g 5- t. e D-1557. pAnCI System. All outlets shall have a bonded ground with an actual copper (� Areas that Are re-axcAvated for foundwtton instwilAtlon - Install par Manufacturer's FDC 100 mph 3-second wfndzone ground wire to the outlets FBC Table 1004.1.2 Occupant Load Exit capacity - 34" clear opening / 0.2" = 170 persons (� shAll be tested And Satisfy a min. e5% MOdffteal rroctor acceptance. Fanetboards and toadcanters Shall be Square D, ITr= or approved Claesff(catfon Area SF Aram/Occ. # Occupants or 1134 % of requirement 0 each of 6 exits �+ r denefty. All Components shall be a part of a single manufacturer's equal. Office 476 100 5- Allowablo gross soft pressure for founalAtfon deslen to engtmeorad system. Frovfdo a typewritten directory for each panalboard. Warehouse 4SOG 500 10 2000 pef and shall bo verified by An Independent tosttn0 HARDWARE Kalcaway - all conduit shall be EMT Total 5082 15RECEIVED labratory. Products tnstAlled for this Froje shall be brand, line & ffn(eh per Q st CONCRETE lfet(ng below. Contractor to subm t (4) copies of Hardware Schedulo Outfat boxes ShAll galy. steel for game size required. Sectlonal {, O I'f'in o i-1 e nt S Vt �✓ ! c� d ri 1 n Concrete shot[( develop a minimum strsneth of 4000 Pei prepared by an Architectural Hordwwre Consultant for review As boxes will net be aCcaptabla. rrovide oversize boxes &covers (f r g JAN 16 2020 At 26 dwye. Concrete shalt be ready mixed per ASTM C-24. Shop Drawings before reloasfng materfwl. required to provide NEC wire clearance. Covers Shall be Type ISGE7.10, T30Z.1 Rated REINFORCING CAULKING 310 55 w/ Typo 316 5S @craws. Product Manufacturer Model # FL # ! NOA Im r Attachment autldfngfressuree De Fraosur° permitting Department Ratnforclne steel Shall be deformed, new billet steel to Exterior sealant shall be sfh {e art of urethane „ „ Over Ca Door ee roll -up oor „ accordance w/ ASTM A-615, Oracle 60 and detAfIeA per p p Outlets shall be mounted at 42 AFF, Switches at 3 8 OH co{ling door Corporation w/#C-27530 sstats i5960.1 Yee 3/a thrubottetostr,frameatib o•o. 32.3 ( LuGjE', County, FL ACI 315. DOORS For NEC 2014 - Article 513.7 Splices Shall be shall be in accordwnce w/ Chapter 7 of Access Doors - Hollow Mates - 0-60 gaiv. steel 16 gaga Alt eloctrlcal wiring shalt be fn EMT raceways or be Type MI, TG Access Doors Dominlum 61d e. Prod• WImAMAXX 10294.1 Yoe (0) #10 self-toppins sorewe aeaoh jamb 32.3t'Ct /� ACI-31&, w/ A minimum splits of 48 bar diameters. insulated door & frame with DA single-motfan egress/ or MC cable. Storefront Doors Aldorm Alum Co. Summit Entry Door NOA1 -0826.16 Yes 5/16" x 11/2" Tok screws a 8" o/c 32. 60 50 + 9f9� CIO ADA paddle lOcksat &safety chain. O John M. Foster Architect -Florida 8®p G 0f.04 ....................... ............,..,............................................. .................... ..... ............. .......... .. ..... ......... ..... .,• ............................................................................ ....... ..... ............. .... ............. .............. .. ...... ... ,.... ....,......... .................... ................ ........ .................. ..: ,. r. ...................... ARCN�� J A N 2071 I I T$ n 8n 71611 1 5 VV ' " • "allowable 1' 4" to 1' 6" 1' 5 " • I I ADA 2 �" 34 if�F. 2 h" i mirror 31011 WC control towards Lav to bottom of r--- -- - -- -- reft. surface r-' 1 _ vinyl ADA bootand drilnpPIY � (V fV 1' 6" clear floor area 5' 0" clear to Lay x 48" deep 1' 0" 3' 6" grab bare g/8" CDX In -wall blockln for Lav &grab bare (typ� - TF holder 25" Prom roar wait accessible lay.. I. wall blocking ftberglass ADA w/ folding seat bars tanklese 1 �I '/ 1110 - water heater 48" �Acc Men II 60" I i , dla I grab We --4-811 L5 1 I 30", � r Acc W,omcn dw'" ADA flxture r olearances ADA ADA accesstblo coramlc Lnc „ water closet lbase typical 6 8 ADA . l -t—r-�-n rostroom }, stem t� _ lnterfor f(nishee per Schedule on thfs sheet _ ' ADA door -1 n clearance 18'k" i5'—+" L - - A t C SE�`TIONAA text tncludedFrovIde ADA c� Molu t at 5' O'sed AFF topessiVe center ohprivacylocknstde of door �I clearance - 1. - — - - - L�mgndonal %larnnce t W. t)trnerafons n for site preparation should tye+rgasred From the unit. SE p y I ADA door Kcotroom Elevatiol'lo Scale 3/a"=1'0" ----- --� Kcetroom Flan 3/8"=110" 5hower Details NTS-ADAcompl(ant-AN51A117.1compl(ant ADA Access$le, barrier -free shower - Aquatfc "363615F5Cr one-piece molded acrylic shower. 4 3 2 5ELEGTED SHOWED OPTION5 ' Schluter Shower System products available Q- Left-hand feature wall on order through: Floor & Decor Q 2260 5W Gatlin NY'd, PSL (772) 301-6013 1 2 - Fold(ttg seat 1 two -Ram /-K to match height of lnstolled tile. 1' 2 " 22' 6 „ 231 6 „ 221 6 „ - ADA grab bare ) n p g (maximum 1/2" height) 6' 0 it121011 10' 8 " 3' 4 " 71011 3' 4 " 10' 8 " 12101, 6' 0 It- ADA Pressure balanothg mixing valve 2) "Schelne" the edge reinforcement to match _ LlawJ_L�IJ ele wuur. a�m�.n"Lilv _ - . .. color match polyurethane L L 0 0 0 hl r ADA oomphant imp ' gohluter "sohlene" " edge refrrtoroelrlent U s �'Q E L U h 0 UU Us grot$ ADA shower loor us: g m 4- p A . Slteamlo ....., .,.. l- '..:..:.,.`„}A+' {3� 0 U Lii U surfaceV flow i sh Vie lihavmcurb ono. is 43 L m Restroom Door 0 Shower Curb 01) tt 3 41 '.. Tile TYanettiOns NTg •ace betowfor gohtueer motes i % m >, 0 i t +3 0 mXs µ. 0FU63 L a: _. U Os • X r Q > 0 L L Bak 22 S5 ®�L N @ L O t U U U U +� +� o o©w L 0 3L� -,NIL _.......... ! j m: �U o sL S Zi L UUUVS QS t�W �OU'oi< 36 ❑0' In EN IN InteriFi or nishes 40.42.. f t I I " Ware ouge Floor -concrete 71' 0 50' 0 Base - N/A 121' 0" Walla - vinyl faced insulation Ceiling - Vinyl faced fnaulatfon Propoecd Adeftfon Exletfng Buflditle Officca Floor - concrete I Paec - wood Walla - pafntcd P/W Ccf if me - pafntcd P/W Kcetroom door - ccramfc tfle 5aec - ccramfc tilt Walla - pafntcd P/W Ccillme -pafntcd P/W * Ke ufrcd Coef(cfcnt of Frfct(on f5 0,60-0,79, PCOF Katime = 0,42 - meets or exceeds ADA Gufdclinea as Skid rcefetant. C:)oGor- :5p,ChC4::�u[C Mark 5fze Thickness Door Mat'l. Frame tzemarko 1 306a 1 3/4" Alum. 5F Alum, automatic closer, impact rat glass, ADA compliant®pull & push bar &that threshold 2 120120 3" GaIV. StCCI GaIV. Steel Overhead Door Model 010 3 3068 1 3/4" GaM 6tCCl GaIV, atCCl hollow metal w/ "stngle motion" egress hardware 3068 1 3/8" 5olfd core wood Wood ADA lover handle privacy lock rj' 3068 1 3/8" 5olld core wood W OOd ADA lever handle privacy lock, ADA automatic closer fi of Fropoocd Ad�t o+i North 0' 5' 10, 15, 20, 25' 5calc - 3/16" = 111 4-14.1 u �N S s v Z � U d 0 t uric e s � 4 v N r 6 'v O u u • E < � S ^v It V r1 ri l6 `ice 3 � � U i u L ,v i off= v` P s Z o I� 5anitary Lines ripe 5(ze 51ope 1per Foot Max, Dist. Trap to Vent 11/4" 1/4" 5' n 11/2 1/4" 61 2" 1/4" 8' 21/211 1/$" 81 3" 1/8" 121 .._._......_.._....� 411 n 1/8 16' From Ft3C-P 2017 - Tables 704.1a 909.1 temperature Ilmfting show vatvo 1/2"GV°s to 5hr 112 insulated HW supply ', `; \1/21, Fill` .) WH role 1/2" Gti �o .. tankless WH -see Detail above W atcr Ki 5cr NT5 to Lave 1/2" Insulated Hot supply ,, 1/211 Y V L ® v pressure & tl s m temperature Li- � a1 3 a u a relief valve � `� O \ o L a = "/ CW supply 1124 221 6 11 231511 2216" 1' 2 " P � 11.43 o � w .r. 61 o 41 121 0 to 101 6 11 RI A 11 �1 D 11 rtl 4 it 101 2 11 121. 0 1, 61 /1 11 r U ,, � L ' wail lmounta , V V V N T J Q V E L s 3 p tankless water 1/2" GV "�1/21-p y�d (� ' 31/2" -)0' 31/2" I (� 1 /2 K.O. I (-)0 11/2 (-)D' 31/2 (-)0' 3112 s +' �, su I 11 1'„4J` , 11 II „ i b I%P N la heater , su I 8 pr .r I sediment !(NE) V'filter 40 A k,MA-1 1 _ 1/2t, CPVC c I overflow line to exterior (2) #a CAI in 3/4"EMT Tay ie� k o W N p et NT5 i 5te(be[-Eltron 1 pHC- E 121112 KW tan I css water hea ter ate, Wrap hot water distrlbutlon lines per FSC 2017 Plumb(n valu e w/ min. K-3 continuous molded foam pipe insulation. g m 2"PVC to shower 4", 2-way PVC c out to grade w/ s cap 4" PVC a .125" per LF of run �' rIi�iG1T-y I',ISGf N-15 VTR thru roo f /2" PVC (n ill to Lav's, ch side PVC to each W/C •ify connection ration to existing sanitary lateral backftow eventor 8" W. meter ,•-- shut-off 5LC Utility domestic water service �1"aject Natco kA Project Structural Notce plan Notco North I (match existing) _ 1 o s o 0) i 4 osl-XUYL`�Q n . ..- . .0. O .' S>.t .i1 -t s _-i•-_.T i. TiTi1i-riri 1 — s^ l+L r-. i 1 4. r. •_-L't•r-ti•-- I N ��.\ V _ T L u) -p��(y �IQ. e 2 :(`r' : -Lr% aP : : S" - m o +' P :* . I . . . � . * - , - L�A _. *. _. '.(-& 0 V2 1". - *. - _. - _� - '_ - ' - '. - . '_. : - - - -_ � . '(_'9 ='' ' - - *.,-< ' �'__- .-' . . _'_ . - . . : . - . : . Z . 11 . .. . 4.. .. . '. .. . .. .. .. � o 43 0 4) a L. � -� 1. SFrtr- __ _ m no>+=r: _ - - - 'T 1- _t—'-T__TT Y • '� - .:: : r'. t 1 : •,: . ^r , r . r _ _:� r ,. L� r -al i.:,i T _ tl U U .i S •t __ ,1' r�•- __ __ ___ U q5 - - . ']' b4 •- - - - r-,S lI v`T' -^-e —T` _r�r�r-.+r-.-_-.t .. M,� r- _.z ,. _.�._ .{_ rr ,- .,., -, 1.,1 .-i..,,- ..-. •� i LS R XX F- U o '-r ;43 I'• 21/ u�d i.:.'•L' . 1'• m at ex(8t 7' F - - 0 _ _ • r rL I• 1'` _ - I ' :' • 'r' f 1 �•: {{t. {Q _j r �'. i N •'I• . tit '• -I t • f. -`•. •` . -'': -'' :'.I ' :'•'r '': 1' L 8 9-•-1. 1. 1. 1. 1. , tl 1 . l' r I �' S1- %� L J - 1: -::-. ` + , 2 Y ! i.e IF11 rti r�Q�'. :''.'r'. "t'.-r'.-='. •_'.:%f - r .' , _ :'.t.'I/Fn„`.F.,Y'\+.'l l•:...r r , 1 3 1 W • J. ,. ,. _•. r ' >' :. .' ' - 'r• -r f' ' :' ' 'r' : -r r r ' r t ' 'r' '1' r 1* *1 W ' Ali- o_`t i `.• r. ' 1Y 1! 0 1 .� . v, n e h� m as . tela:•::'::'.`:,.•:-�:•�:-::'>:-:`:':•:•;:: `.•r.- _ o : F —. '1'':'-r::'..•r•.•r:`•:'' ;:-, ^� ...r. ISii _� . 501E -Clear the buildings area of trees, rootorganics & other � CONCRETE SLAB deleterious materials. Concrete slab shall be 6" thick, 4000 psi on .006 - Backffll with selected granular material (n 15" maximum polyethylene vapor barrier. Soft preparatfon & lffts and compact to a mfnfmum density of 9a% per A5TM compaction per Structural Notes below. D-1557. Rafnforctng shall be 66x66 walded wire mesh Areas that are re -excavated for foundation installatfon placed at mtdpofnt of structural slab. shall be tested and eatfsfy a min. 96% Modified Proctor /i5\ (2) #6 hafrpins - bend behind anchor bolts w/ 4" clearance density. typical. Place 0 midpoint of stab. Allowable gross soil pressure for founclatfon design is bl M #4 x 12" 9D 2' 0" o/c - min 4" embed & epoxy Into exlstfng 2000 psf and shall be; vertf fact by an independent testing footing. Tic #4 rebar frown F-3 across. labratory. Q 11/2-1 recess in spat for door threshold. CONCRETE - Concrete shall be ready mixed per ASTM C-24. 21 1/2" closed cell foam expansion joint - Concrete. stab & footings shall develop a mfnfmum strength /:�-N of 4000 pat at 28 days. This concrete shall be tested per ***** 4" cone, slam - start 0 (-) CIO 1/2" * - slope out 1" - Concrete for walkway & egress door stabs shall be 3000 psi. `— (* maxfmum 1/2" below finish floor) MONOLITHIC FOUNDATION REINFORCING � 11/211 recess for OH door - verify plan size Reba, - Reinforcing steal shall be deformed, new billet steel in accordance w/ A5TM A-615, Grade 40 and detafteel per //'-a��\ 4't thick, 3000 psi concrete slab shall be reln- ACI 315 Splfces shall be shall be fn accordance w/ Chapter \e:;;;l f d 14 + _ , 1 '-•A••' '6 -1 tl. -. ryr. '•r ..-r :.-, •, a•. • � ht tl &a {; . .I a , y ,': .t.,,.+_.,_.,•.+,..':•:•','•''•.'•._`.-'.•`.,.'.-'-'•: •''•- �{./�r +ems, % ( '-•i'-• r-' ': •r:.• -: 'r: •'.. •;: - :'•,''- r - - -' r , , '':'' ,' , , 't'Ir- r{ $ p. :i'• n. ' .-:. :. .r .�'/ roe.. 1 u P,,• 1 -• ;.. ; . X -:: ' ' . , .:....' . :pour f(u6lrw/ exf�ting ,I r; ...: gg.$ .,.: . €(trfshfloor • :�.': . r• a'. ' I. 3 t 1 j � , h' •='arY• •: •': �: 1;.• 'r ., 1. pp11 •.'i ,-r r' ,• r•. r', '�r r', t-Me , _-t•° . '`: 4 • I '. I' 1'..dA.•.45 pp p. J: .•, .I . ". t -: -: : :' ,' �'. . '1 "�q�, a :P' �••: ••.'••':•. r . , , : .r .',' •r'. :4 . •1'•,.•r.:,.•r.' _ r' •,'ti.. r'.+'r',r ::. :':::.•. r r' ','1 ,, , :I '' . :0 ..: 1 :. i): •",•r Y4p1 Y{_—f*fir rAr L'r*,"-. •-! _T•-l„ r. `T.� J-'i ','..S :411 T.S r'!�T r•-i rT�' 4"d. Srr T•S,- Y, T - - r. - i-Ate.:.:.:'.:•:•:•i :- : =' i v onnectfon _ loc onto esxtsttng o I :. _�_. __ 2) 2i1 PVC etec, con 4u(ts 61f sanitary lateral 4", w PVC claala- -�-- -�0-------- 1 2-way I '. • _ • :. PP & L reansformer out to grade w1 - • - �Wo„ screw-csp � - - - > _ i+40a I 4" PVC 0.125" slope' 23' 8 f1 23' 8 " per'LF of run $2' 411 p A 11 718011 Propo5eci Add(t(ot`1 Fouiir,lat]"ofi F*�f,;qn Existing Bu(ld(tle �`�� PaXPN'C 40 001A GGo:� G®�1, 100GG 5calc-3116"-1'O" Faufi.rlatfom 5checiu[e Mark 5izc widthxdepth xlcngth Kcimforcing AA Length �,cmarks F-1 2' Or` x 1' ,3" x L (4) #5'5 coat, w/ �4-' 0" x 4' O" corner bars 1' 411 .Add (2) #5 x 8' celltorcd on each column - mid depth of ft'g1 CD F-1 & F-2 F-2 2' 6" x 1' a" x L (4) #510 coat, w/ 4' 01t x 4' 0" corner �ar5 11411 F-3 1' 011 x 1' Olt x L (1) #4 continuous * N/A * tic to #4'6 x 12" epoxied into cxioting slab C 2' O" o/c F-4- O' 8" x O' S" x L (1) #4 comt.inuou5 N/A Edge of 5idcwalk 5cc iromtuilt Metal Buildings, lmc. crlgirlcerimg eirawimee for bolt diameter, placcmerlt dimcnsiome and 6tructural loads - llro jcct # 17-t523076-1 - 5t. Lucie County, Florida 7 of AC1-318, w/ a min. overly of 48 bar dfamete orc w 1/2# of F(barmesh polypropylene p fibers per cubic yard of mix. Place over corm- 5plices shall be shall be fn accordance w/ Chapter 7 of ACI-31a. pacteel clean sand ffit. w/ a minimum overlap of 48 bar dlameters. ` 7/ FT 1x expansion joint thru slab & F-4 ... .....I ..... . ... ....... ... .''...... ......... ........ .. ......... I........... ......... ..................... .... ...... ..... ... ............. +1 %D 0 4-1 I la N dt ll v eh . 0 s Z s V L 0 •4 ° i .t Z a 3 L 0 urim T �j it; u 1 v 61 _�� L N q i a. ; O (3 tl 1 1L S.. o 1,1 :�<C d n' 4) IA : r, O OLL ,! N .s a i U u 0 t` � )MZ:Ea: •`+T 6 C IM 3 .�Da, : n S__ t 4> a % q*) U tB--KS -%: — % �� ._, � L 0 �t __ *0� I r� L' 4'd o C�. �G 44 '4t:lo C , OCT 21 201'9 ................................................................................................................................................................... Structural "Z" e(rt 24 gage G-90 hot gfp ealy. drip - fnscrt min 3" under wall panels exterior wall panels 1"� 24 gage gals. 522� xn hood at each exterior door door 8" galy. steel 16 gage door frame - back-pa(nt w/ coal tar epoxy rubber silencers l Door Nr5 A-4% For otorfront & hollow rnetal doors E A-4 prcfinished Galvalumc wall panels hollow metal galy. steel door & frame OH door / roller ' F structural framing n I 11 i ,/ 1 % � 1 O .0 , 1 i head trfm & ftashing jamb channel Interior Exterior OaH . boor H fsi ci IV15 Exterior A-4 VTK from sanitary riser Type 316 65 clamp metal roofine panels double stripe of "rope" caulk 55 screws at 2" o.c around perimeter pre -molded Neoprene "boot" flash(ne locate VTiZ at centerline between panel corru gat(ons 5amitary Vent Pctal"I NTS 3/4" CDX plywood w/ 84 ring -shank malls 0 6" o/c alomg all framing members 2x12 blocking all around --- #2 structural grade south- ern pine 2x12's V 1' 0" o/o ...................................... .:...... ................................ ................................:............................................ w4sher & nut per s �' Mfrs. epee n �� os frame 'a 1g basepiate tt i ;;;%;;;;;;;;; ;;; ;;;;;; ;;;;;;;%;; a�n' a a a,:a .ii I,.a•;a`;a`;a` S. ;;. ;.; 7;a ;;. ;;a; :;,IT,IT, :;;;%;;?; — ;; ;. ;;a ;;a`��I��a�:`;:<�:* C°I1GYOt0 foundation tto oo n OW rX`11,—' ;%; ;;; -;; 60%fill �— ;;;;;;;;IT,1i1;<%;`' EL�s3 0 level :: ,1: ", y. ;, p n43 43 . .: a to _ '• - -" T, To T To "'•'" i 0,4 1. Locate anchors per G. Pit nozzle & extcnsfon tube, ? U ®: = aN o n ° buflding enefneer(ne plan. to epoxy cartrfelee, discharge L u� o 43 a n: 2. Drill hole Vat' larger outside of bore -hole until a %a-,o0• m N n than anchor bolt Ala. urnfform color is achieved. os °� L IM usfne hammer drill & 7. Place dfschar a tube at o 0 0 os lis ' carbide bit. bottom of hold, fill with X I- o 3. Us(ne extcnsfon tube, epoxy kedpfne nozzle tfp blow-out bore -hole w/ below fit[ level to 60% of contaminate free cam- hole depth. 3 pressed air . 8, Mark all -thread anchor rod ° 4. Mount brush on drill & w/ recl,ufereel embedment depth, fully insert brush throe insert on hole using counter - times, start 4D bottom. clockwise rotation to indicated *' 5. Using extcnsfon tube, depth. blow ou't again w/ com- g. Pill any gaps around anchor o pressed air. rod directly after fnstallation. L 10. Do not disturb or bald �° a anchors for a mfnfmuhl of 2.4 zs n products hours. - A5TM A-36 (min. 55K yield) all -thread rod anohor bolts N - ITW RedHead "C6+" epoxy embedment adhesive - ITW keadHead wire brushes "W5058" or "WB034" for 5/5" or 3/4" bolts Amrknr �nit. pe aiC ° J NT5 0 o to A-4 Maximum torque -1J2" = 164, 5/8" = 474, 3/4" = 704 Daly. steel J-bead all around top of wall 2)(10 blocking all around 4-1 N In IF asaa m double 2x4 top plate V .N (fJ V d m o 1- o < oIL is ° S_ N 4)1K L O°O'L iL u o °<Q n u R S _R6 an o 4) K V v S. J 41 o . S n-- o a V �KL.,r •l �3. Lrr �t...r ._ -- _-_- --------------- L U s. `> �1UM. F J�rr�� NTS D 11 t VD �-�r� NTH Exterior Office Wall 1��1iol� Ifitcriar� W'Sill 1��-�1Parsi �1�o��t A-4 Wall fmoulatfon hot shown A-10 4 FEMKO #2001 T ADA threshold m A • R 0 ' f 4 C door facing parking spaces mill finlni5h alum, , . r, .0 ..................................................................................................................... ................ .............. ...............,.........,..........................,...................................................................,...........................,......................................................................................................................................................................... ... ' TSy•p p''YV,,� OCT 2104 rubber sfleneore & wetherstr(ppime preffnished Galvalumc trim at door frame preffn(shed Galvalumc wall panels H.M. Jamb NT5 t VC corner bead •-:• ,-; 2x4 wall framing gypsum drywall around perimeter hollow metal aluminum door & frame ('-`, 1/411 self-tspp(ng "TEK" screws per Florida Product Approval impact rated glazing .� rubber silencers & wctherstripp(ne exterior sealant prefinlehed Galvalurne trim at door frame jamb trim & flashing 8" door jamb channel by buflding manufacturer 5/4" mountfrie bolts @1'6"o/c wcatherstHp door slats 3" vinyl faced Pfbarglas ins. IT' ggirt - a part of W1211he structure 81 0li 1111tIIIIII �j1/2" D/w ceil(hs �°1 tc ht. doubts 2x4 top plate 2x4 studs 0 2' 0" o/c Office OV EKH EAD DOOK Model 610 galvanized, painted steel 1/2" D/w wall flmish overhead coiling door w/ C-275 20 gage elate,12'-0" W x 12'-0" H w/ wcathetretrf ppirie solid 2x4 blocking all around Door J,5i m � NT5 _ 5lmpson steel undo clip 0 each stud d - secure to Z-purifn w/ (2) #10 x V self- A-4 tapping TEK screws& to studs w/ (2) #6 x pan-hoa4l screws hollow metal door caulk along aluminum threshold frame edge (see below) pour walk flush w/ bottom of 1/2" recess buftdlns mf'r base angle closed cell foam expansion joint PT 2x4 bottom plate w/ 1/4" x slope away 4" TAMON concrete screws from buflding 8 0 2' o" o/c -112" wood kasa 6" 400o pel cone. 0 I O I [ slab w/ 66x66 ' • ' • ' • : welded wire mesh threshold Pin. Floor ;: F. fasteners per P5C -- r. product ' approval ° 4 - 3000 psf _ _ concrete walk j.. _1° o ----�� '006" polyethetyna _- -�--� - vapor barrier W Z = ■ as I®®emom== ®® rMY ®men M.L.O. ►5Main 51r,M _ a. � � a 0��i�■�■ir1��l ® CDC --_e Offfce 1 i �3v11T II II , n II ' FEF1� I ® -__, D-1,3 L Acc M ------------------------- --- ---------------------- === a - - ----� -- tankless water heater t I c-- ....... z................................... ZP p'ner ow. O Lfghting DcnSity Audit rerF5C5o5.33, TableC405.5.2(2} Room Arem (SF) Allow LPD Allow Watts Acttuil Watts Ac0W LfD (W1M Office 490 1.1 539 368 0.75 Itastrooin 146 1.0 146 36 0.25 Warehouse 2332 0.6 1865 870 0.37 Totals 2550 1274 or 50% less than max, T►mer Controls - FSC "Enercy Conservation" Section C-405,1 .....or switches shall be Intermatio "Aecand" In -watt 7 Any programmable #STW700W. Note that this switch oan handle up to 600 W LED load & to equipped w/ setronomio OWOFF dusk to dawn & Automatic Daylight Saving Time. off foe 2 2" EMT. W/ (3) 3/0 THWN Cu each (1) #4 Cu ground 200 A fused disconnect NEMA X Motor socket NEMA at verify trans- formerloeation ... ......... . S L U p UU�4 U i Lib 3�oa extarfor 2" x 2" x 1/4" o L..n mount fan ; ' mounting angles m � o ' Panel A 2" EMT. w/ Panel A OSHA compliant X U0 —s }� E 120/240 V (3) 310 THWN Cu each 120/240 V g:1 ° ;r' :, fan ward g L. b s n n 43 200A 1 h 1 #4 Cu round 200A 1 h n,' >.•,:.: •, is 0 0 s s�i 42 cir ZOO A fused 42 cir ^ " L` — ^ b s U 0) i d(sconnect NEMA 312 pl: „ n o s1' X r> R 3 n 0 L L :-- &" dia, thru-wall 0 o n o °L N a Inlet 4- o 4(), m L 41 ' thru wall Meter ; thru-watt oerviee & I ; j) s o' a m 19 p u run / ; ; service & 0rcund sookat NEMA31t ,+ run / ' 9 round food Z-purlin a o o a i b o b ns s - o in EMT ; i feed in EMT s x-s i, o o 6 -1 d conduit ! ! .. , ........ conduit Light(ng - UO service to #4 ground - bond 2,550 watts connooted load 0125% 3,107 VA FP & L Transformor to robot In ft'e 14 Recpt. do 160 VA 2,520 VA e.&ground rod 5.707 VA 5,707 VA / 240 = 23.8, A - Service Size - 200 A NEC Articic 220 Service Load Calculation Elec. 5ervice Kiocr NTs TF-2" Thru-Wall Vcht Sari NT5 F15C 2017 Mechanical - Table 403.3.1.1 "Storage" 0 0.06 CFM / SF 2962 SF x 0.06 of / $F =179 cfm req'd. all screened 300 cfm thru-wall Vent fan - Vents-U5 We. #VCN 200 (f ndustrlalfansdf rcct,com) wall mount CD 12' AFF L i F i xti u r c 5 ci I" I c Gi u I c Instailed itemo shall match lamp & dfetributfon. Mark Descriptlon Manuf. Catalog Numbcr Voltage Lamps 1Zemarks TYPC Watt CIZI Flnfsh Mount A Low bay LED tube fixture e-conolfght E-HLE13 120 LED - 4000 K 100 60 White 9" suspended 13,700 Lumen output I3 5harp cutoff wall pack 'famlite AFFSLED-75-5K-T2-LlNV-SF LED - 5000 K 75 >70 Bronze walt(sllpfft) 7600 Lumen output C LED wail pack - small Tamlfte WFA-LED-30-5K LED - 5000 K 30 84 Bronze wall &t 10' 3300 Lumen output D V x 3' Surface troffer Tamlfte C5M-LED-14-30-01-C-1.13-40 LED - 4000 K 92 > aO White ceiling 3000 Lumen output E KK emergency light Tamlfte ESLK-3 LED 3 White wall 90 min. battery backup EM Combo exit/error ency Tamlfte 5LXFC-3-R-W-EM LgD 5 White wall 90 min. battery backup EX Combo exit emerg. , light -bar LED 15" Ala. "Cloud" Tamlfte Tamlfte LXFCF TAMFL-4-35 LED LED - 4000 K 4.5 35 > aO White White wall cl' /walldt 7' 90 m n, battery backup Offica/Men's l,lZ =LED 15" Ala. "Cloud" Tamlfte TAMFL-4-16 lie LED - 4000 K 16 > 80 White watt (P 7' Wemah's KK 278' 8 V2" 2W2.9 5F I � i EF-1 - 70 CFM ce(lftle mount restroom exhaust fan w/ 4" t EF-1 Ala. flexible metallic duct to Act; W exterior ------------------------------- ---- - --------- -- -- -- ___ _Q t i i _ I ' 30" x 36" clear - floor area (typ) Farrel"D" Fahel"C" / _�b 0 ............................ .................. © - ---------------------> ------------------------------------------------------- --.--.------------------.___---> PV_C else. conduits to Fie & L transformer mfnfmum 18" cover Fropoocd Adelftfom la Electrical Symbol Legend LEJ Electric meter m Electrical Farrel [� Disconnect surface mount light fixture =Q= Duplex outlets at 20" AFF o-0 Sharp cutoff wall mount area light ;=??°a Low bay interior pendant w/ stainless steel safety wire t►— Exterior wall mount lleht fixture interior wall mount light fixture Combination exft/emereency light - 90 minute battery backup Kestroom emergency light -90 minute battery backup A' Vent fan - see above Switch 0 42" above floor w/ galy. Junction box & swftchplate +T/3T intermattc # ST-70OW 7-day programmable lh- wall switch w/ overide sfngle "T" 3-way "3T" 21 Lutron "Maestro" motion switch #M5-0FS-5M-WH (max 250 W) w/ pro- grammable time-out Per NEC 2014 - Article 513.7 - All electrical wiring shall be in EMT race- ways or be Type MI, TCor MC cable. F5C 2017 Edition 6 A5CE 7-10 , 160 mph Kiok Catcaory 2 Ex oourc' C" NEpC/NE1�,-10 201q- T North 50alc - 3/16" = 11 D" Exfotfng Duftellhe Electrrica Plan +� U C a ° ..r' `l. b i ' u L <� Jc �x s� i7L +25. : 4 11 V ' JAN 16 2020 Permitting Department' St. Lucie County, FL j AN Q 5 2026 Builder/Contractor Responsibilities Drawing Validity These drawings, supporting structural calculations and design certification are based on the orderdocuments as of the date of these drawings. These documents describe the material supplied by the manufacturer as of the date >of these drawings. Any changes to the order documents after the date on these drawings may void these drawings, supporting structural calculations and design certification. The Builder/Contractor is responsible for notifying the building authority of all changes to the order documents which result in changes to the drawings, supporting structural calculations and design certification. Builder Acceptance of Drawings - Approval of the manufacturer's drawings and design data affirms that the manufacturer has correctly interpreted and applied the requirements of the order documents and :constitutes Builder/Contractor acceptance of the manufacturer's interpretations of the order documents and standard product specifications, including its design, fabrication and quality criteria standards and tolerances. (April 2010 Section 4.4.1) Code Official Approval - It is the responsibility of the Builder/Contractor to 'ensure that all project plans and specifications comply with the applicable requirements of any governing building authority. The Builder/Contractor is responsible for securing all required approvals and permits l' from the appropriate agency as required. Building Erection The Builder/Contractor is responsible for all erection of the steel and associated work in compliance with the Metal Building Manufacturers drawings. Temporary supports, such as temporary guys, braces, false work or other elements required for erection will be determined, furnished and installed by the erector (April 2010 Section 7.10.3) (CSA/S16-09 Section 29). Discrepancies - Where discrepancies exist between the Metal Building plans and plans for other trades, the Metal Building plans will govern. (April 2010 Section 3.3) Materials by Others - All interface and compatibility, of any materials not furnished by the manufacturer are the responsibility of and to be coordinated by the Builder/Contractor or A/E firm. Unless specific design criteria concerning any interface between materials if furnished as a part of the order documents, the manufacturers assumptions ,will govern. Modification of the Metal Building from Plans The Metal Building supplied by the manufacturer has been designed according to the Building .Code and specifications and the loads shown on this drawing. Modification of the building configuration, such as removing wall panels or braces, from that shown on these plans could affect the structural integrity of the building. The Metal Building Manufacturer or a Licensed Structural Engineer should be consulted prior to making any changes to the building configuration shown on these drawings. The Metal Building Manufacturer will assume no responsibility for any loads applied to the building not indicated on these drawings. Foundation Design The Metal Building Manufacturer is not responsible for the design, materials and workmanship of the foundation. Anchor rod plans prepared by the manufacturer are intended to show only location, diameter and projection of the anchor rods required to 'attach the Metal Building. System to the foundation. It is the responsibility of the end customer 'to ensure that adequate provisions are made for specifying rod embedment, bearing values, tie rods and or otkrer associated items embedded in the 'concrete foundation, as well as foundation design for the loads_ imposed by the Metal Building System," other imposed loads, and the bearing` capacity of the soil and other conditions of the building site. (MBMA 06 Sections 3.2.2 and A3) Download panel installation manuals from: www.ncimanuals.com Descargue los manuales de instalaci6n del panel desde: www.ncimanuals.com BUILDING DESCRIPTIONS BuildingID Width Length Height Slope BuildingA 42'-0 71'-0 16'-6 2:12 J"0 A325 GRIP LENGTH 0 TO 9/16" 1 1/4'" F.T. Over 9/16" TO 1 1/16" 1 3/4" F.T. Over 1 1/16" TO 1 5/16" 2" Over 1 5/16" TO 1 9/16" 2 1 /4" Over 1 9/16" TO 1 13/16" 2 1/2" Over 1 13/16" TO 2 1 /16" 2 3/4" LOCATIONS OF BOLTS LONGER THAN 2 3/4" NOTED ON ERECTION DRAWINGS F.T. DENOTES FULLY THREADED IOCT 2 5 2019 T GRIP TABLE )LT LENGTH, NOTE: FULL THREAD ENGAGEMENT IS DEEMED TO HAVE BEEN MET WHEN THE END OF THE BOLT IS FLUSH WITH THE FACE OF THE NJT. �[Q WASHER REQUIRED ONLY WHEN SPECIFIED. GRIP WASHER MAY BE LOCATED UNDER HEAD OF BOLT, UNDER NUT, OR AT BOTH AT LOCATIONS NOTED ON ERECTION DRAWINGS. ADD 5/32" FOR EACH WASHER TO MATERIAL THICKNESS TO DETERMINE GRIP. ENGINEERING DESIGN CRITERIA Building Code FLORIDA BUILDING CODE, 6TH EDITION (2017) Building Risk Catego. l y ..,,,..,..,, Normal (Risk Category II) Roof Dead Load Superimposed . ...... 2.33 psf Coltateral 1.00 psf ( 1. 00 psf ❑t er)I Roof Live Load 20.00 psf reduction allowed Wind Ultimate Wind Speed (Vult) 160.00 mph Nominal Wind Speed (Vasd) 123 mph (IBC section 1609.3,1) Serviceability Wind Speed 87 mph Wind Exposure Category C Internal Pressure Coef < GCp I ) 0. 18/-0. 18 Wall Loads for components not provided by building manufacturer Corner Areas (within 4.20, of corner) 52,10 psf pressure -69,47 psf suction Other Areas 52.10 psf pressure -56, 44 psf suction These values are the maximum values required based on a 10 sq ft area, Components with larger areas may have tower wind loads. DEFLECTION CRITERIA The material supplied by the manufacturer has been designed with the following minimum deflection criteria. The actual deflection may be Less depending on actual load and actual member length, BUILDING DEFLECTION LIMITS.......: BLDG=A Roof Limits ------------------------------- Rafters -__----- Purlins Panels Live, L/ 180 ------- ------- 150 ------ 60 Serviceability Wind, L/ 180 180 60 Total Gravity L/ 120 120 60 Total Uplifts L/ N/A N/A 60 Frame Limits ------------------------------- Sidesway -------- Portal Frame --------------------- Sidesway Live, H/ 60 Serviceability Wind, H/ 60 Portal Serviceability Winds H/ N/A 60 Total Gravity: H/ 60 Wall Limits ------------------------------- Limit Total Wind Panelsi L/ -------- 60 Total Wind Glrtsl L/ 120 Total Wind EW Columns L/ 120 2884 Industrial Blvd. Bethel Park, PA 15102 PROJECT NOTES Material properties of steel bar, pplate, and sheet used In the fabrication of built-up structural framing members conform to ASTM A529, ASTM A572, ASTM A1011 SS, or ASTM A1011 HSLAS with a minimum yield point of 50 ksi, Material properties of hot rolled structural shapes conform to ASTM A992, ASTM A529, or ASTM A572 with a minimum specified yield point of 50 ksi. Hot rolled angles, other than flange braces, conform to ASTM 36 minimum. Hollow structural shapes conform to ASTM A500 grade B, minimum yield point is 42 ksi for round HSS and 46 ksi for rectangular HSS, Material properties of cold -formed light gage steel members conform to the requirements of ASTM A1011 SS Grade 55, ASTM A1011 HSLAS Grade 55 Class 1, ASTM A653 SS Grade 55, or ASTM A653 HSLAS Grade 55 Class 1 with a minlmuM yield point of 55 ksi. For Canada, material properties conform to CAN SA G40.20/G40.21 or equivalent. All bolted joints with A325 Type 1 bolts are specified as snug -tightened joints In accordance with the Specification for Structural Joints Using ASTM A325 or A490 Bolts, December 31, 2009. Pre -tensioning methods, including turn -of -nut, calibrated wrench, twist -off -type tension -control bolts or direct -tension- Indicator are NOT required. Installation Inspection requirements for Snug Tight Bolts (Specification for Structural Joints Section 9.1) is suggested. Design criteria as noted Is as given within order documents and is applied in general accordance with the apppticable PProvislons of the model code and/or specification indicated. Neither the metal building manufacturer nor the certifying engineer declares or attests that theloadsas designated are proper for local provisions that may appply or for site specific parameters. The design criteria Is supplled by,the builder, project owner, or 0.n Architect and/or Engineer of Record for the overall construction projet=t. This metal building system Is designed as Enclosed Budding, All exter I or components( 1, e. doors, w I ndows, vents, etc, ) must be designed to withstgnd the specified wind loading for the design of components and clddding In accordance with the specified' building code, Dd@rs are to be closed when a maximum of 50% of design wind velocity Is reached, Framed openings, walk doors, and open areas shall be located In the bay and eleva-tion as shown In the erection drawings. The cutting or removal of girts shown on the erection drawings due to the addition of framed openings, walk doors, or open areas not shown may void the design certifications supplied by the metal building manufacturer. Roof and watt panels have been designed in accordance with section 2222.4 of the Florida Bu d ding Code, Product approval numbers for the State of Florida, Department of Community Affairs per Product Rule 9B-72i 1. Panel Walls FL11917 PBR 26 gauge walls 2. Roofingg Products FL11868 26 gauge roofs Thls .lobsite is located in a hurricane prone region with wind speeds of 130 mph or greater, In order to maintain the Enclosed Building classification and design for wind all doors, windows and wall mounted tight transmitting panels (LTP) provided by the metal building manufacturer shall be protected by impact resistant coverings, The material may include but is not limited to 7/16 structural wood panels as proscribed by the local building code, The customer's Design Professional, not metal building manufacturer engineer, is responsible for determining the adequacy of material - acting as the Impact resistant coveringg by others and attachment to the material provided by the metal bu d ding manufacturer, This structure has not been designed to withstand the additional Internal pressure required by Code as a partlally enclosed condition in the absence of Impact resistant coverings. The rigid frame at building A side B Is designed as a non -expandable rigid frame, Corresponding frame reactions are calculated based upon actual tributary area Using 8 x 8 eave gutter with 4 x 5 downspouts, the roof drainage system has been designed using the method outlined in the MBMA Metal Building Systems Manual. Downspout locations have not been Located on these drawings, The downspouts are to be placed on the building sidewalls at a spacing not to exceed 71 feet with the first downspout from both ends of the gutter run within 35 feet of the end, Downspout spacing that does not exceed the maximum spacing will be In compllance with the building code. The gutter and downspout system as provided by the manufacturer. Is designed to accommodate 11 In/hr rainfall intensity. I IFSTFIOY PREVIV Drawing has been digitally signed. Aug 0�1019 \t y 51 i�r!!t 1.0 MA t t''� :4 _ No. 85468 �' (P t © (✓ ,YONAL l t` AISC CODE OF STANDARD PRACTICE TOLERANCES FOR SETTING ANCHOR RODS Specified Column Centerline Steel Line I r- Bottom of Base Plate (±3mm) ±1 /4" (t6mm) A — * t1/8" f13mm) Q— -- (f3mm) Base of Steel (i3mm) *Variation in Elevation to n_ __ the Tops of Anchor Rods BASE PLATE AND ANCHOR ROD TOLERANCES (f3mm ANCHOR ROD SETTING TOLERANCES 24. 3 SLOPE TYPICAL SECTION O J"O ANCHOR RODS BASE OF STEEL AT ELEV. 100'-0 R" TYPICAL SECTION O J"O ANCHOR RODS BASE OF STEEL AT ELEV. 100'-0 M=M Mom I I 0'-114 to J W W M TYPICAL SECTION O 4"O ANCHOR RODS BASE OF STEEL AT ELEV. 100'-0 0'-11 i J W W M TYPICAL SECTION 4"O ANCHOR RODS I 1'-1i 6" 2" 2rr J J d 3 !i IT I ' �WI iV N 3" 4" 84 8 I 0'-11 ww Hz (n = TYPICAL SECTION 4"O ANCHOR RODS BASE OF STEEL AT ELEV. 100'-0 .. OWN I 0'-11i NJ Fww TYPICAL SECTION © 41,0 ANCHOR RODS BASE OF STEEL AT ELEV. 100'-0 0'-11i J WW W z — _ M TYPICAL SECTION 4"O ANCHOR RODS I 84 2„ 2„ 6" 1'-14 3 w g N 0'-114 ww N J TYPICAL SECTION O 4"O ANCHOR RODS BASE OF STEEL AT ELEV. 100'-0 9 J 3 w , EE ^� I I 0'-10' V)J _ _ N TYPICAL SECTION © 8"0 ANCHOR RODS BASE OF STEEL AT ELEV. 100'-0 3" J 3 z w ^ � -tN I I 0'-104 W W N Z TYPICAL SECTION O J"O ANCHOR RODS BASE OF STEEL AT ELEV. 100'-0 d' 0 t 0 N M o a� o, o � o ,o y O O U M C U N W � LL Of W W Ll Ll ❑ w 0Ua U J moo 11 i �U oU 00 M O L L L C O 40 ry 7 �41� M N O L O m ^ Ld ❑❑ E,. aU 1f M D i) z F LLI z U) 0z(r) m 3 LU A JO) 0= N O LL U Mudd O Scale: NOT TO SCALE Drawn by RXP 7/31/19 Checked by.- KH 7/31/19 Project Engineer: EJA Job Number: 17—B-23076-1 Sheet Number: F2 of 3 The engineer whose seal appears hereon is an employee for the manufacturer, NCI Groups, Inc. or one of its affiliates, for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only. The undersigned engineer is not the overall engineer of record for this project. Jeremy S. Mathews, P.E. Florida P.E. 85468 REVISED 449MY PRO F° �0 O Drawing has been digitally signed. V Aug 0p1 ?019 Jn o G \}t VIC �• Nu.65468 *� S l ft,/ i f I 1 0- �11�.� FRAME ID /1 USEP NAME:ejalvarado DATE: 7/24/19 PAGE: 1-3 as 42./16.5/12.417 20./160. JOB NAME:23076A FILE: frame_i.fra SUPPORT REACTIONS FOR EACH LOAD GROUP *LOCATION: Gridinee: 1 NOTES:(1) All reactions are in kips and kip-ft. TIME: 14: 28: 33 ((23 Primary wind load cases are not concurrent. 3 X-bracing reactions (RBPULW and RBUPEQ) are combined withLWL and LEO groups only. HL LOAD GROUP REACTION TABLE GRIDUNES * = 1 COLUMN *-D *-A LOAD GROUP HL VIL LNL HR VR LNR DL 0.3 1.3 0.0 -0.3 1.5 0.0 LL 1.1 3.5 0.0 -1.1 3.5 0.0 COLL 0.1 0.3 0.0 -0.1 0.3 0.0 WL1 -8.5. -16.2 0.0 -2.0 -9.1 0.0 WI-2 -8.8 -11.7 0.0 -1.6 -4.6 0.0 LWL1 -0.1 -13.6 0.0 1.2 -11.0 -6.8 LWL2 -1.2 -11.0. 0.0 0.0 -13.6 -6.8 LWL3 -0.4 -9.1 0.0 1.5 -6.5 6.8 LWL4 -1.5 -6.5 0:0 0.4 -9.1 6.8 WI-3 - 1.5 -9.1 0.0 8.9 -16.2 0.0 WL4 '.'1.2. -.4.6 0.0 9.2 -11.7 0.0 LOAD GROUP DL DESCRIPTION Roof Dead Load LL Roof Live Load COLL Roof Collateral Load ALI Wind from Left to Right with +GCpi WI-2 Wind from Left to Right with -GCpi LWL1 Windward Corner Left with +GCpi LWL2 Windward Corner Right with +GCpi LWL3 Windward Corner Left with -GCpi LWL4 Windward Corner Right with -GCpi WL3 Wind from Right to Left with +GCpi WL4 wind from Right to Left with -GCpi i. - REACTION HL - i '- HR ,� 1 VR *-LEFT *-RIGHT LOAD GROUP REACTION TABLE GRIDLINES * _ FRAME ID #3 USER NAMEejalwrodo DATE: 7/19/19 PAGE 3-2 pf 23.667/16.5 main building JOB NAME:23076A FlLEpfame-a.fa TIME: 13: 34: 46 ore combined withLwL and LEQ A COLUMN *-LEFT *-RIGHT LOAD GROUP HL VL LNL HR VR LNR DL 0.0 0.4 0.0 -0.0 0.4 0.0 LWL1 -3.3 -4.6 0.0 -3.4 4.6 0.0 LW12 3.4 4.6 0.0 3.3 -4.6 0.0 LOAD GROUP DESCRIPTION DL Roof Dead Load LWL1 Wind from Left to Right with +GCpi LWL2 wind from Right to Left with -GCpi FRAME ID #23 USER NAME: ejolvarado DATE: 7/19/19 PAGE: 23-2 as 42./16.5/23.083 20./160. JOB NAME: 23076A FILE: frames-2-3.fro SUPPORT REACTIONS FOR EACH LOW GROUP *LOCATION: Orkpines: 2 3 1 NOTES: (1) All reactions am In. kips�EW d kip-ft. TIME:13:30:53 (i2)) Primary wind load eases not concurrent. 3 X-bracing reactions (RB and RBUPEQ) are combined withLWL and LEQ groups only. RFACIDON NOTATIONS HL *_D` *-A I nAn GROUP RFACTION TARLE GRIDLINES * = 2 3 COLUMN *-D *-A LOAD GROUP HL VL LNL HR VR LNR DL 0.5 1.7 0.0 -0.5 1.7 0.0 LL 1.8 5.8 0.0 -1.8 5.8 0.0 COLL 0.2 0.5 0.0 -0.2 0.5 0.0 W.1 -10.7 -21.2 0.0 -2.4 -12.7 0.0 W1.2 -11.2 -12.8 0.0 -1.8 -4.3 0.0 -WL3 2.4 -12.7 0.0 10.7 -21.2 0.0 WL4 1.8 -4.3 1 0.0 1 11.2 -12.8 1 0.0 LWL1 1.0 -18.0 0.0 0.2 -15.2 0.0 RBUPLW 0.0 -4.6 -6.6 -0.0 0.0 0.0 LWL2 -0.2 -15.2 0.0 -1.0 -18.0 0.0 LWL3 0.5 -9.6 0.0 0.8 -6.7 0.0 LWL4 -0.8 -6.7 0.0 -0.5 -9.6 0.0 RBDWLW -0.0 4.6 0.0 0.0 -0.0 0.0 LOAD GROUP DESCMP110N Roof Dead Load DL LL. Roof Live Load COLL Roof Collateral Load WLi Wind from Left to Right with +GCpi WL2 wind from. Left to Right with -GCpi WL3 Wind from Right to Left with +GCpi WL4 wind fromRight to Left with -GCpi LWL1 Windward Comer Left with +GCpi RBUPLW Upward Acting Rod Brace Load from Long. wind LWL2 windward Corner Right with +GCpi LWL3 windward Comer Left with -GCpi LWL4 Windward Corner Right with -GCpi RBDWLW .Downward Acting Rod Brace Load from Long. wind NOTES 1) THE REACTIONS PROVIDED ARE BASED ON THE ORDER DOCUMENTS AT THE TIME OF MAILING. ANY CHANGES TO BUILDING LOADS OR DIMENSIONS MAY CHANGE THE REACTIONS. THE REACTIONS WALL BE SUPERSEDED AND VOIDED BY ANY FUTURE MAILING. 2) THE REACTIONS PROVIDED HAVE BEEN CREATED WITH THE FOLLOWING LAYOUT (UNLESS NOTED OTHERWISE). a) A REACTION TABLE IS PROVIDED WITH THE REACTIONS POR EACH LOAD GROUP. b) RIGID FRAMES (1) GABLED BUILDINGS (a) LEFT AND RIGHT COLUMNS ARE DETERMINED AS IF VIEWING THE LEFT SIDE OF THE BUILDING, AS SHOWN ON THE ANCHOR ROD DRAWING, FROM THE OUTSIDE OF THE BUILDING. (b) INTERIOR COLUMNS ARE SPACED FROM LEFT SIDE TO RIGHT SIDE. (2)SINGLE SLOPE BUILDINGS (a) LEFT COLUMN IS THE LOW SIDE COLUMN. (b) RIGHT COLUMN IS THE HIGH SIDE COLUMN. (c) INTERIOR COLUMNS ARE SPACED FROM LOW SIDE TO HIGH SIDE. c) ENDWALLS (1)LEFT AND RIGHT COLUMNS ARE DETERMINED AS IF VIEWING THE WALL FROM THE OUTSIDE. (2)INTERIOR COLUMNS ARE SPACED FROM LEFT TO RIGHT. d) ANCHOR ROD SIZE IS DETERMINED BY SHEAR AND TENSION AT THE BOTTOM OF THE BASE PLATE. THE LENGTH OF THE ANCHOR ROD AND METHOD OF LOAD TRANSFER TO THE FOUNDATION ARE TO BE DETERMINED BY THE FOUNDATION ENGINEER. e)ANCHOR RODS ARE ASTM F1554 Gr. 36 MATERIAL UNLESS NOTED OTHERWISE ON THE ANCHOR ROD LAYOUT DRAWING. f) X-BRACING (1) ROD BRACING REACTIONS HAVE BEEN INCLUDED iN VALUES SHOWN IN THE REACTION TABLES. (2)FOR IBC AND UBC BASED BUILDING CODES, WHEN X-BRACING IS PRESENT IN THE SIDEWALL, INDIVIDUAL LONGITUDINAL SEISMIC LOADS (RBUPEQ AND RBDWEQ) DO NOT INCLUDE THE AMPLIFICATION FACTOR, Oa. (3)FOR CANADA BUILDING CODE (NBC), WHEN X-BRACING IS PRESENT IN THE SIDEWALL OR ENDWALL, INDIVIDUAL LONGITUDINAL SEISMIC LOADS (RBUPEQ & RBDWEQ) ARE MULTIPLIED BY FORCE REDUCTION FACTOR, Rd, WHEN SPECIFIED SHORT -PERIOD SPECTRAL ACCELERATION RATIO IEFoS40.2) IS GREATER THAN 0.45. 3) REACTIONS ARE PROVIDED AS UN -FACTORED FOR EACH LOAD GROUP APPLIED TO THE COLUMN. THE FOUNDATION ENGINEER WILL APPLY THE APPROPRIATE LOAD FACTORS AND COMBINE THE REACTIONS IN ACCORDANCE WITH THE BUILDING CODE AND DESIGN SPECIFICATIONS TO DETERMINE BEARING PRESSURES AND CONCRETE DESIGN. THE FACTORS APPLIED TO LOAD GROUPS FOR THE STEEL COLUMN DESIGN MAY BE DIFFERENT THAN THE FACTORS USED IN THE FOUNDATION DESIGN. a)FOR PROJECTS USING ULTIMATE DESIGN WIND SPEEDS SUCH AS 2012 IBC, 2015 IBC, OR 2014 FLORIDA BUILDING CODE, THE WIND LOAD REACTIONS ARE AT A STRENGTH VALUE WITH A LOAD FACTOR OF 1.0. III FOR IBC CODES, THE SEISMIC REACTIONS PROVIDED ARE AT A STRENGTH LEVEL AND DO NOT CONTAIN THE RHO FACTOR. c) FOR NBCC CODES, THE SEISMIC REACTIONS PROVIDED 00 NOT CONTAIN THE Rd*Ro FACTOR. THE MANUFACTURER DOES NOT PROVIDE "MAXIMUM" LOAD COMBINATION REACTIONS. HOWEVER, THE INDIVIDUAL LOAD REACTIONS PROVIDED MAY BE USED BY THE FOUNDATION ENGINEER TO DETERMINE THE APPLICABLE LOAD COMBINATIONS FOR HIS/HER DESIGN PROCEDURES AND ALLOW FOR AN ECONOMICAL FOUNDATION DESIGN. FRAME DESCRIPTION: USER NAMEejalwro DATE: 7/19/19 PAGE:EW-1 PATH: R:\jobs\Active\Eng\17-B-23076\verO2-ejalwado\BL G-A\run01\ JOB NAME 23078A FILE: REW4BLDG1 SUPPORT REACTIONS FOR EACH LOAD GROUP NOTE: All reactions are in kips and kip-ft. TIME: 11: 53:02 REACTION NOTATIONC 4-A 4-B 4-C 4-D LOAD GROUP REACTION TABLE COLUMN 4-A 4-B 4-C 4-D LOAD GROUP HL VL LL H1 V1 L1 H2 V2 L2 HR VR LR D 0.0 0.4 0. 0. 0.9 0.0 0. 0.9 0.0 0.0 0.4 0. C 0.0 0.1 0. 0. 0.2 0.0 0. 0.2 0.0 0.0 0.1 0. L 0.0 1.5 0. 0. 3.7 0.0 0. 3.7 0.0 0.0 1.5 0. W+ -0.1 -5.5 2.3 0. -10.3 5.3 0. -10.3 5.3 0.1 -5.5 0. W- -0.1 -5.5 -2.8 0. -10.3 -5.7 0. -10.3 -5.7 OA -5.5 0. WR -0.1 -5.5 0. 0. -4.8 0.1 4.1 -15.8 0.1 0.1 -5.5 0. 'AL -0.1. -5.5 0. -4.1 -15.8 0.1 0. -4.8 0.1 0.1 -5.5 0. LOAD GROUP DESCRIPTION D DEAD LOAD C COLLATERAL LOAD L LIVE LOAD W+ WIND LOAD AS AN INWARD ACTING PRESSURE W- WIND LOAD AS AN OUTWARD ACTING SUCTION WR WIND FORCE FROM THE RIGHT WL WIND FORCE FROM THE LEFT ,CO 4 D 4gi..4. -0 N 9 v rn n O O O C O N cc o O \ G O y O O O. U >� +� l oa U y 0 v ¢ U LW = a° °' L >, L° Ld Li LZ 00 2z0w C',U 0] d Q. DO n OLi_ ei el �+U o 0 00 etlele� M o ` o 0) c o a > DO _ ° o 2 O o ❑ El U W i Q U i� rZF OLIJ Z U) N Z3iQ O z u7 o+ ° v 3 LLj y JrnLY Ci O U m 11On a O Scale: NOT TO SCALE Drown by RXP 7/31 /19 Checked by KH 7/31/19 Project Engineer: EJA Job Number: 17-B-23076-1 Sheet Number: F3 of 3 The engineer whose seal appears hereon is an employee for the manufacturer, NCI Groups, Inc. or one of its affiliates, for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only. The undersigned engineer is not the overall engineer of record for this project. Jeremy S. Mathews, P.E. Florida RE. 85468 DRMMIA ENMMIA o!'0 �do� Drawing has been digitally sighed. Aug10Tt �1� t91tt GG `4 vG' ' No. 85468 OF W ltfttilllilttt - DENOTES: CLIP LOCATION SC90 AT 8" PURLINS SC92 AT 10" PURLINS SC94 AT 12" PURLINS IIm"-- SWC KEY PLAN SWA EWD u E LL v v LL c F c c I n d u 1'-21 22'-6 71'-0 OUT 23'-8 OF STEEL 22'-6 1'-2 (TYP.) OR OR �� '� (TYP.) OR OR w Ld I - � B -CE _-__- _ _ RA _ o _ "- z � - - - - - - - - - - - - - - - - - - - - - - - - - o dI - o � m m X -- -- I x (TYP.) OR OR ��g eRgcF �� (TYP.) < OR u i 71 ZEE SECTION LAP TABLE SYMBOL LAP LENGTH SYMBOL LAP LENGTH G —0'-0j" T 2'-5j" S 0'-3j" V 3'-1 J" 1'-5j" REFER TO CF01122 ROOF FRAMING PLAN o to] UKMMIA tNMM1A REVISED ROY PREVIOM ` V Drawing has been digitally signed. �QF V�Jck Augt°§,?1919, : 4 tic s f No.85468 cts r 0 ' STA,'IRE OF ;'� 4I 'ONA1- Ni#W0 PBR ROOF PANELS ARE TO BE FIELD CUT IF THE PANELS EXTEND OUTSIDE OF THE ROOF PLANE, PANELS ARE NOT TO BE BACK LAPPED. EWB SWC KEY PLAN SWA LPdL1] ROOF SHEETING PLANE 1 PANEL TYPE = PBR (POLAR WHITE) PANEL OVERHANG = 3" FROM OUTER STEEL ROOF SHEETING PLAN ROOF SHEETING PLANE 2 PANEL TYPE = PBR (POLAR WHITE) PANEL OVERHANG = 3" FROM OUTER STEEL cl` RI )WROY Drawing has been digitally signed. Aug 0q1 Bois VIC No.86468 tP AA�C+�* "n C ©©b't • w a STA '-•."40Ri0N.•' ''// / ZONAL }� t� � LaJ LJ Q W SWC EWB I KEY PLAN IEWD 6 12 2" 1 42'-0 ENDWALL ELEVATION "EWB" AT GRID LINE "1" OPEN TO ROOF LINE FOR EXISTING BUILDING (JOB# 15—B-27411) WALL SHEETING ELEVATION "EWB" BLDG "A" LaJ W Q W I C Q Q l Q C 0 Q O J� >� Q N O , L m 0 Ln ` Q O Q •L D_ Q J J � C O N v Q J U W a w Laj 00 Z �U CN m z0a' Opp U A) p p m H J(a of l �mnW U) n O C c 0 0 U .J U y y �U oU 00 � M 5 Q O m O R z p L2 O UJ 0Ele -t '- U LL1 Q U 0 Z H O w N Z Z § Q U) O Z fn rz" Ur7F 3 w y J a) of Q N LL U mina Scale: NOT TO SCALE Drown by. RXP 7/31/19 Checked by. KH 7/31/19 Project Engineer: EJA Job Number: 17—B-23076-1 Sheet Number: E7 of 12 The engineer whose seal appears hereon is an employee for the manufacturer, NCI Groups, Inc. or one of its affiliates, for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only. The undersigned engineer is not the overall engineer of record for this project. Jeremy S. Mathews, P.E. Florida P.E. 85468 REVISED .r y VI to l Drawing has been digitally signed. �Gv Aug t01i Fi019fr{ No.85468 at = e rriLiiWv OY/PROJECTS\XDS—V8-04-00 FRAME = Eng/17—B-23076/ver01—ejalvarado/BLDG—A/Drftg/x01L Eng/17—B-23076/ver01—ejalvarado/BLDG—A/Drftg/x01R 7/24/19 14:28:33 7/24/19 14:28:33 OY /PROJECTS\ XDS— V8— 04— 00 FB SET = Eng/17—B-23076/ver01—ejalvarado/BLDG—A/DRFTG/x01L Eng/17—B-23076/ver01—ejalvarado/BLDG—A/DRFTG/x01R GENERAL NOTES FRAME CLEARANCES SHOWN ARE APPROXIMATE AND MAY VARY DUE TO CONDITIONS (DEFLECTION). VERTICAL CLEARANCE DIMENSIONS ARE FROM FINISHED FLOOR REFERENCE ELEVATION. 0 I M IN I 12 2" 1 4' —10i 5'-04 5'-A 1'- 4 50 j 55'-0 j 12 1 2" 5'--0j _wzl 8 8, U84 L 1 21'-0 21'-0 m 42'-0 OUVOUT OF STEEL CROSS SECTION AT FRAME LINE "1" m ON 0 I 4 2 C� w w a w 0 REVISED STROY PREVIOLO .OwADrawing has been digitally signed. Aug 0�I Fi019 f S'q . tic `�•••.h� f No,85468 0. STATE OF '`•lP40RION��'� lONA1-.1 ��1j1!lklill�� OY/PROJECTS\XDS—V8-04-00 FRAME = Eng/17—B-23076/ver01—ejalvarado/BLDG—A/Drftg/x23L 7/19/19 13:30:53 OY/PROJECTS\XDS—V8-04-00 FIB SET = Eng/17—B-23076/ver01—ejolvarado/BLDG—A/DRFTG/x23L GENERAL NOTES FRAME CLEARANCES SHOWN ARE APPROXIMATE AND MAY VARY DUE TO CONDITIONS (DEFLECTION). VERTICAL CLEARANCE DIMENSIONS ARE FROM FINISHED FLOOR REFERENCE ELEVATION. 1— S w w Q w uJ I 0 I M I rm m m 4' —10A 5-01 12 2" 1 21'-0 5'-011 M, 1,— 4 42'-0 OUT/OUT OF STEEL CROSS SECTION AT FRAME LINE "2" 5 '-0j 5' 12 2" 21'-0 50j 0j 8j 8j m 0 i� C: H 2 C7 w x w w 0 Zo REVISED *STROY PREVtO FQI O' hawing has been digitally signed. Aug %k�lF1019 No.$5468 -t :* Al-�� /jtiill" O\ OY/PROJECTS\XDS—V8-04-00 FRAME = Eng/17—B-23076/ver01—ejalvarado/BLDG—A/Drftg/x23L 7/19/19 13:30:53 OY/PROJECTS\XDS—V8-04-00 FB SET = Eng/17—B-23076/ver01—ejalvarado/BLDG—A/DRFTG/x231_ Eng/17—B-23076/ver01—ejalvarado/BLDG—A/DRFTG/x23L GENERAL NOTES FRAME CLEARANCES SHOWN ARE APPROXIMATE AND MAY VARY DUE TO CONDITIONS (DEFLECTION). VERTICAL CLEARANCE DIMENSIONS ARE FROM FINISHED FLOOR REFERENCE ELEVATION. 0 M 0 4 I m m 5—01 4' —10i 12 2" 1 5'—A 1'-4 I , — 4 55'-0 j 5'-04 12 1 2" 55'-0 j 0j 8� 8� i I 21'-0 21'-0 42'-0 OUT/OUT OF STEEL CROSS SECTION AT FRAME LINE "Y 0 0 I 2' cb �Olk� G� rawing has been digitally signed. Aug 0j019 No. 65466 : tt> .. f • °�5TE OF .•\��tl / ff }fiNAL �{t��Jtiit141�t1