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HomeMy WebLinkAboutPLANSBUILDER/FRAMER MUST FOLLOW HANGER MANUFACTURER INSTALLATION RECOMMENDATIONS FOR HANGER CONNECTION THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. THIS LAYOUT IS SIGNED AND SEALED BY THE TRUSS DESIGN ENGINEER AS THE TRUSS DESIGN ENGINEER AND IS NOT INTENDED TO RELIEVE THE TRUSS SYSTEM ENGINEER AND/OR THE ENGINEER OF RECORD FROM REVIEWING AND APPROVING THIS DOCUMENT. DIMENSION EXPLANATION 2-0-12 4-2-8 2-0-12 FOUR FEET, 2 INCHES, ��TWO FEET, ZERO INCHES, AND 8/16ths, OR 1/2" AND 12/16ths, OR 3/4" CONNECTOR EXPLANATION INDICATES "HANGER TYPEAPPLIES FOR THIS SERIES OF TRUSSES" INDICATES "HANGER TYPE FOR THIS TRUSS ONLY" USP TRUSS to TRUSS CONNECTOR SCHEDULE "FOLLOW HANGER MANUFACTURER INSTALLATION RECOMMENDATIONS FOR HANGER CONNECTION." 13'-8" PLATE HGT. 14'-8" PLATE HGT. A %F=JUS24, =THD26, QTY= 62 21'-0" PLATE HGT. QTY= 14 =CONNECTION BY BLDR =HJC26, QTY= 7 (DISCLAIMER: WHILE EVERY ATTEMPT HAS BEEN MADE TO PRODUCE A FLAWLESS PLACEMENT DIAGRAM j -- FOR THIS PROJECT, THE POSSIBILITY FOR SMALL ERRORS DOES EXIST, CONSEQUENTLY, IT IS VITALLY IMPORTANT THAT THE BUILDER CAREFULLY REVIEW AND CHECK ALL DETAILS AND INFORMATION. ANY ERRORS OR OMISSIONS SHOULD BE REPORTED IMMEDIATELY TO SPACE COAST TRUSS. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. ALL INTERIOR LOAD BEARING WALLS MUST BE STANDING AND PROPERLY BRACED PRIOR TO SETTING ANY AND ALL TRUSSES. 6 1/16' TYPICAL END DETAIL (N.T.S.) (SOME CONDITIONS MAY VARY) 4 1�i/� ANCHOR AS SPEC'D BY ARCH/ENG OF RECORD. CUSTOMER: WYNNE BUILDING CORP. PROJECT/RESIDENCE: CARLTON SQUARE MODEL: DATE: 7/25/07 SCALE: 1/8" = 1' TRUSS DESIGN BY: DHC CAD DRAWN BY: DHC PITCH: 4/ 12 O.H. / CANT: 1'-6" CANT. S/C THIS DIAGRAM IS INTENDED FOR USE BY PERSONS KNOWLEDGEABLE IN AND FAMILIAR WITH GENERALLY ACCEPTED METHODS AND STANDARDS OF TRUSS ERECTION. TRUSS ERECTION SHOULD NOT BE ATTEMPTED BY ANY PERSON WITHOUT THESE QUALIFICATIONS. TRUSS ERECTION AND BRACING RESPONSIBILITIES MUST LIE WITH THE BUILDER. DO NOT CUT, MODIFY, OR ALTER ANY TRUSSES. IN THE EVENT 77flAT A TRUSS NEEDS MODIFICATION OR ALTERATION, IT IS THE RESPONSIBILITY `Y OF THE BUILDER TO NOTIFY A SPACE COAST TRUSS EMPLOYEE WHO IS EXPERIENCED IN THE FIELD OF REPAIRS, PRIOR TO SUBMITTING ANY BACK CHARE''"E FOR THE SAID REPAIR(S). CONC��` �a �A�`�,\CAS 0� AT'(ACNM�NTS -; ASONSISILiI� OF THE RF/FLR LOADING: 1 1 20/7/5/10 1.25 42# psf WIND SPEED: 1 1 140 mph WIND DSGN METHOD: I I ASCE 7-02, C.0 & M.W.F.R.S. EXP. CATEGORY: I I B OPENING COND: I I ENCLOSED OCCUP. GROUP: I I COMMERCIAL OCCUP. CATEGORY: I 1 II BLDG CODE: FBC 2004 TPI 2002 REV DATE: N/A ANY AND ALL REPAIRS/ALTERATIONS TO ANY TRUSS MUST BE APPROVED AND ACCEPTED BY A REPRESENTATIVE OF SPACE COAST TRUSS. ANY BACK CHARGES THAT ARE NOT HANDLED IN THE ABOVE MENTIONED MANNER ARE SUBJECT TO REVIEW AND POSSIBLE REJECTION. DO NOT USE THIS DIAGRAM TO SET TRUSSES UNLESS IT IS MARKED TRUSS PLACEMENT DIAGRAM. WHEN TRUSSES ARE DELIVERED TO THE JOB SITE THERE WILL BE A PACKAGE CONTAINING A LAYOUT AND COMPLETE TRUSS ENGINEERING. PLEASE REVIEW THE ENTIRE CONTENTS 0I-- PACKAGE BEFORE SETTING TRUSSES. 1J" 1 . 1' t.#"eJ SPACE COAST TRUSS, INC. ** SATELLITE DESIGN OFFICE ** 201 S.W. PSL BLVD, SUITE 202 PORT ST. LUCIE, FL 34984 PHONE: (772) 873-9029 FAX: (772) 873-9870 SYMBOLS: = GUY WIRE ANCHOR © = CABLE TELEVISION BOX ❑ = CATCH BASIN = CLEANOUT E = ELECTRIC BOX ❑T = SOUTHERN BELL BOX 0 = MANHOLE = FIRE HYDRANT = LIGHT POLE POWER POLE 0 = SPRINKLER HEAD Pa = WATER VALVE ® = WELL QW = WATER METER �9, = WOOD POWER POLE —X— = CHAIN LINK FENCE —GR—= GUARD RA I L 0 CSET AP PSM- IRON ROD WITH PLASTIC 330 ABBREVIATIONS: A/C = AIR CONDITIONER (C) = CALCULATED CBS = CONCRETE BLOCK STRUCTURE CMB = COMMISSIONERS' MINUTES BOOK CMH = CONFLICT MANHOLE CNF = COULD NOT FIND CONC = CONCRETE - CLF = CHAIN LINK FENCE DE = DRAINAGE EASEMENT DEP = DEPARTMENT OF ENVIRONMENTAL PROTECTION DB = DEED BOOK DIP = DUCTILE IRON PIPE FH = FIRE HYDRANT FND = FOUND FPL = FLORIDA POWER & LIGHT IP = IRON PIPE INV = INVERT IRC = IRON ROD WITH PLASTIC CAP LB = LICENSE BUSINESS LS = LICENSE SURVEY (M) = MEASURED MHWL = MEAN HIGH WATER LINE MON = MONUMENT ORB = OFFICIAL RECORD BOOK (P) = PLAT PB = PLAT BOOK PG = PAGE PL = PROPERTY LINE POB = POINT OF BEGINNING POC = POINT OF COMMENCEMENT PRM = PERMANENT REFERENCE MONUMENT R/W = RIGHT-OF-WAY RC = RAISED CURB RCP = REINFORCED CONCRETE PIPE RPB = ROAD PLAT BOOK (S) = SURVEY SLP = STOP LIGHT POLE SMH = SANITARY MANHOLE SBTMH = SOUTHERN BELL TELEPHONE MANHOLE STMH = STORM MANHOLE TB = TRAFFIC BOX TLP = TRAFFIC LIGHT POLE TV = TELEVISION UE = UTILITY EASEMENT WP = WOOD POLE FND IRC "!_L3 6790" �3ti 40.00' CFF'_; T EAST+` 2^ �2~ -J �z �a c� > O 0 O pol Y Z m m N 00CW7 <C = O a Ow o ° u- ti 40.00' 40.00' N O "' O O O M n� O+ ?Y O o F. z Qw wM 0w QV) zw 00 J �N O P: 00 D plk I— o ll +Q' Jw U- + I I ti°�Z off+ Q4/ � FND IR "LB# 6790" 39.92 E,0.19'S 10611 +� +\ LOT 19 FFE=13.16 3A S20-00'00"W 225.31' +1 UTILITY EASEMENT_ Ab LOT 20 VACANT N90'00'00"E 205.00' �h + FND PK NAIL & DISK "LB# 3333" FIRE HYDRANT iD O <j U-1 in Q m ®'S Z !ip � O tit D Q �IZ• rD w o m c: ,n ONC P POLE * V a O POWER POLE, FNDQ C ° T 2 „LQ# 90 °� �? C ti e Q "' I h� LL 6 Z 4 7 h z '' O �3r: 00' < N,.IL W II O \ `V 90.00'00"W ``. JI '.t wa g$ w ��2 FND PK oc DISNAIL "LB# 670' cc to0.04'W JN O +12.9F NGVD 192,21 +�1 ho° SIT= BENCHMAR+� by . PAINTED ' X" IN PG 2 p�F tip+ FND IRC S90`00'00"E 60.00, FND IRC 00' 72 LB# 6790" 003 nog O c7 co -v- 1h W SPEED O~2~ LIMIT WOOD O +ti2o Cbi'�gRO POWER O N90*00'00"W- o 1 00' WOOD _ SAEGER AVE KITTERMAN RD �O 3� O . U? O cr- n uj WILLIAMSE 1RIG3, WA." zj Z of Lv V o Q-U) = O O Z SITE Gs tiL LOCATION MAP NOT TO SCALE LEGAL DESCRIPTION LOTS 20 AND 21 OF LEXINGTON SQUARE ACCORDING TO THE PLAT THER`JF, AS RECORDED IN PLAT BOOK 24, PAGE 2 OF THE PUBLIC RECORDS ST. LUCIE COUNTY, FLORIDA. CONTAINING 121,390 SQUARE FEET OR 2.787 ACRES MORE OR LESS WER FLdD 4"X4" FND POLE ti`�2� kph CONC MON. 411X4" *~ 0.14'E,0.04'S CONC MON. O 3° Z p) + I +~2 V) CONC POWER FILEti`'h� ❑ *~� O 0oW VACANT wm ")O wQ 1 Q. q +~~ �,10 O h� •lro + k2 O 1�" I Q O i`-;, SURVEY REPORT V) 1. THIS IS A BOUNDARY SURVEY AS DEFINED IN CHAPTER 61G17-6.002(8), FLORIDA ADMINISTRATIVE CODE. 20' DRAINAGE AND7 UTIITY EASEMENT WL ti S89*58'28+ 322.00' h ,,,TOP OF BANK N.S.L.R.W.M.D. CANAL NO. 28 (85' RIGHT-OF-WAY) -19-( DATE: REAGE IN LEGAL REVISIONS: BY: �. 2. LEGAL DESCRIPTION WAS FURNISHED BY CLIENT. 3. BEARING BASIS: S00'00'00"E ALONG THE CENTERLINE OF HANCOCK DRIVE AS SHOWN ON THE PLAT OF h� +,h *'� LEXINGTON SQUARE AS RECORDED IN PLAT BOOK 24, PAGE 2 OF THE PUBLIC RECORDS ST. i.UCIE COUNTY, �h. FLORIDA. 4. THE SUBJECT PROPERTY LIES WITHIN FLOOD ZONE "X", PER FLOOD INSURANCE RATE MAP NO. 1211CO280 F DATED 8-19-1991. 5. THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY, NO SEARCH OF THE PUBLIC RECORDS HAS BEEN PERFORMED BY ALEXANDER J. PIAllA PSM, INC. EASEMENTS OR RESTRICTIONS SHOWN WERE FURNISHED BY HARVEY NEWMAN. 0 6. THE EXPECTED USE OF THE SUBJECT PROPERTY IS FOR THE CONSTRUCTION OF A COMMERCIAL BUILDING N90 0' 0"W - AND FALLS WITHIN THE COMMERCIAL/HIGH RISK CATEGORY AS CLASSIFIED IN CHAPTER 61G17-6.003, $ .00 FLORIDA ADMINISTRATIVE CODE. ALL FIELD -MEASURED CONTROL MEASUREMENTS EXCEEDED THE ACCURACY REQUIREMENTS FOR THIS CLASSIFICATION. W g 7. THE CONTRACTED USE OF THIS SURVEY I- TO PROVIDE PROPERTY BOUNDARIES & TOPOGRAPHIC ELEVATIONS FOR ENGINEERING DESIGN. THIS SURVEY IS NOT VALID FOR ANY OTHER USE. 8. ELEVATIONS SHOWN ARE BASED ON hGVO OF 1929 AND ARE REFERENCED TO U 403 1991, ELEV.=12.02 1 BENCHMARKS SET OR FOUND FOR THIS SURVEY ARE NOTED ON THE SKETCH. t 2 A tih0� *~� +�� 9. THIS SURVEY IS PREPARED ONLY FOR THE PARTIES L I STED BELOW AND I S JOT ASSIGNABLE PREPARED FOR: WYNNE BUILDING CORPORATION )-J 8000 SOUTH US 11, SUITE 402 PORT ST. LUCIEFL 34952 10. ® COPYRIGHT 2006 BY ALEXANDER J. PIAllA PSM, INC. THE SKETCH OF SURVEY AND SURVEY REPORT COMPRISE THE COMPLETE SURVEY. CONC -� } THIS SURVEY IS NOT VALID UNLESS THE SKETCH AND REPORT ACCOMPANY EACH OTHER. HEADWALL c) m2 �,2 REPRODUCTIONS OF THIS SURVEY ARE NOT VALID WITHOUT THE SIGNATJRE AND ORIGINAL RAISED SEAL OF A �h. +'``° A FLORIDA LICENSED SURVEYOR AND MAPPER EMPLOYED BY ALEXANDER J. PIAllA PSM, INC. �hti2 ALEXANDER J., PIAllA PSM, INC. 1 DATE OF FIELD SURVEY: 4/14/06 DATE OF SURVEY: 4/18/06 ALEXA'lJDER J .� ZA L PRTPESSIONAL 11RVFYOR ANL MAPPER CALRTON SQUARE FLCRi✓A CEF T ITFC-AfE ro t 330 ALEXANDER J. PIAZZA PSM, INC. BOUNDARY Bc TOPC)GRAPHIC' SURVEY CAD K:\wYNNE\LEXINGTON\DWG\06-216 Surveying Mapping Consulting LOTS 20 & 21 LF°��I N GTON SQUARE REF K: \ 619 SW Bil i more Street 7 , FLD FB. PG. JOB Port St. Lucif Florida 34983 SEC 15, TWP 36S, RGE 40E RP/PD 06-0216 Phone: (772) 340-7770 AS PREPARED FOR OFF BMG DATE 3122106 LBf7280 Fax: (772) 340-2250 WYNNE BUILDING CORPORA II ICKD SHEET OF DWG A ,� P 1 1 D-08 6 K!\WYNNE\L_FYTNr,TnN\dwg\06-216,dwg 4/3/PO07 9 44!49 AM EDT W P ti � s y �"• S• 9, tom• ,ip, ,%, 40, S,'+ St+ St St 9r. 9t 9t U.S. HIGHWAY NO. 1 (S.R. NO. 5) oo, (200' R/W) a t „ , S't tSj rs EXISTING FIRE +,,,,,,,,,,,,,,N, „H,,,,,,, ,,, W, w . , a,, ,,,,,,,,,, uA,w, W , ,,,,,,,,. _I__ ,, , ,,,,,,,, ram,,,,,,,.,, HYDRANT ASSEMBLY 019 PROPOSED DOUBLE-FACED S. 90100'00" W. S. 90"00'00" W. ILLUMINATED MARQUEE SIGN-400 SF �Q �, EXISTING 12" WATERMAIN P 0 ONNE N NOT TO EXCWD 30 FT HEIGHT - 1.00 CON�t�E��,,,,.,,. ��St 2 0®A,,,, Sr+ RMAIN AIL �---W WM---WM - WM---- - - WM - - - WM - - - WM ° WM__*4_--WM- T� �Q_ ,,, 'G ---- -- S ".`JFEL U51 S�ID�- -WM--WM----�1�1--WM---WM- WM---WM---WM-- WM---WM---WM - WM- -WM-- M---WM---W 9 t ✓r: M---WM---WM---WM is _ �Jt r t a{yp�',mi• •, a S ' :® s e e. . s .. . s •F;;;;;N DISC #3333 c• • 83, SF P- - ) SmF EL.=12.98 FNGVD -.0 :/COTDISTANCET0DRIVEWAY (� a ® : a6.®` /- ----6 �- MOUNT $g ppT 19. I.E. 5.400 pPROPOSED SERVICNE AN FIRE sw -_- ; w I ii HANCOCK DRIVE y � � 014 Z �--�-=s5o°-- --- - -- ------ --- ---- (ST,,WCIE COUNTY- 66 R� ----- p I 8 10.0' �%,�®' :. LOADING ZONE - t � t �? 00, �o u I aim FDOT TYPE "D" CURB (TYP) a =--cam; , +�:" -s- It3.9' 4 5 9 n m ® PROPOSED FDO -24.2° --' `S • 50® I 23.9' s 0 I s N TYPE "C" INLET s 6� �Z �l I PROP 10° c I Ali �+ 80 j' I I UTIL17 EASE NT aIL 3 ---------------------------------------- ` r O , (S/OP' SIGN AND PROPOSEDFIRE HYDRANT STOP BAR (TYP) " i i - + ® - 11.0° --ASSEMBLY (6 CLEARANCE i t PROPOSED 6' CONC TE / TO ®° 1 a : FROM TRAVEL LANES) SIDEWALK PER ST. LU iE i I n ~ ( COUNTY REQUIREMEN i� +• t°LLJ Li NUMBER OF PARKING SPACES IN A ROW PROPOSED t395 LF 3" FORCEMAIN ®, I w 1TERFCN . 00 �I WOOD P WEIR POLE i , `ate '' �� J�� TO PROPERTY LINE Z :°+ SERVICEPROPOSED ANDAMETER BAN 5 CONCRETE -POWER POLE 6.1' j s0• 99 tD Q _ -_ I J OVERHEA POWER LINES I I I--26.0' l oo .I Q I 1 Z 2' h �t+ ® _ a I Q Q ¢ 4 0 PROPOSE 40OW SODIUM LIGHTS -SINGLE I �t 1 m PROP DOSING/ Q .0' so - -LOT Lf L - - �- � � - PUMF' TANK (RI TOETAIL) � I Q � I 3 d Z N PROPOSE 40OW SODIUM LIGHTS-D180 I ® �� PROP - All ® I o- + SEPTIC TANK ( Tb, ETAIL) s i 0� PROPOSE DECORATIVE FLUORESCENT LIGHTS16.0' LO 21 U0, rr t° ��y I �•: FUTURE 60 LF OF 6" PVC WER } 12°X12°' +t I JJ c O• 10 O ( + CLEANOUT AND PLUG i CONC. DUMPSTER I+ �� 1 0 Y I ' 1 z Z Q 4' LANDSCAPE PLANTER PAD AND PER DETAIL K5® a 373° '® S' ADA (TYP) ®� U i 6 " i x I I ® r ! i I -� a BRICK PA VERS LOT 19 N F.F. EL. = 13.16 10 i e 4� " C WA N BICYCLE RACK I O i i , + O I 17. o n �l 6 TRANSFORMER PAD ® i PROPOSED IRRIGATION I I - Z as P 9 + X > XISIING ELEVATIONS WELL, PUMP 10) I �, O + TANK PROPOSED EFER TO DETAIL) i -I 9.0' 12. 8. f 5.0' I 1 h 1 s.7 I � �" ® ;' .'1 '®e „�.,,. 4.' ,®. ._''.• d °� '; ®+ :. eD •m • d :. y.'' m�•. ®•' m• ,.'bP, .r �'m®'•'8 m''� '® tt tts 1 I t = i. •♦ ' r : '�'' ' , •m: r.r :�•'• t'f m .•�. r® I + f .. ....• a :: :; ®. ,• I I I cc o M PROP SED W TER 6ro i I & s 6.D° 12' VAN ACCESSIBLE SERVICE AND METER BANKS t+ I i cpt+ s, i I , I CN N 60 I I I N� j2 i I � PROPOSED 'SIDEWALK d. PROPOSED WATER i ` 3" RESILIENT I I %SERVICE AND METER BANKS i f SEAT GATE VALVE (TYP) PROPOSED ONE STORY RETAIL BUILDING i • � I 24,951 S.F. (TOTAL) 29.T 29.T PROPOSED 3' SIDEWALK F.F.E. = 14.00 I � I t I 24.0' ,.. �N + .. • I •^• •' a ••' as • .-®. , - - - - - - - - - - - - - - - - -----------------`---------------- ------_-- - --------------r ----------�l----------9---------♦ ------------6�----------- -- �Y-- - ® SF F,,,,,,..,,, SF 9 SF SF -tea---- SF SF S - ,,,,,,,,.,,,....., . ,N„� •,•-�rr ,. SF F SF SF PROPOSED : ,,,,,..,, „_ ,_, °; °�• I °t+l MWATER OUTFALL S, � r AA „w .„ ® s ' , ,,,,,,,�„N, A. `9* I + TOP OF BALKa I I I i I I LOT 13 VACANT i I I LO r 14 I I I I i I i I I i I I I I I kl 1(+["I(�� .. • � II[" ll� t EXISTING DRAINAGE VALE EXISTING DRAINAGE AND UTILITY EASEMENT` + s+ 69�' sr� �+ S. 00'00'02" W. 410.14' + LOT 12 F.F. EL. = 11.88 ciorto wm oAtcw 1 /Mm Pa ICI = 1 t A1 1 l AM ( A 1„ mu 5 ---------- ----- LOT 11 F.F. EL. = 12.38 IKI� 1. TOF1N OF ; ���� W T"M FRAM AM RA BAq(t;it M WI7H HM AID LA ss 12.0' r/a�alue�s�at�a+E AND EORDW 2 BOTTOM PORTKIN SHALL HAVE A REFLECTIVE *97E BACK_ MIN WITH OPT aadl� IMUMSAB f I � CM FWW AND BO!" LEGEND4. dWp ® �0 ?IL1L 4 ON ORE ® a WC n WALL HEIFARWTED GHT SHALL 7YEASIiRED FROM THE GROUND OR SIDEWALK TO N ® - rI 1��1ID cis t 1 AT uxAnna slay SQVM ® :! � x Im 5. ACCESSIBLE SOSH8' BE ADDED _ TO ONE SIGN ALONG VM LAMM obNQIEtE AREA STRIP rG PER PLAN. t2'zte• FOM �E ELT= V/ATELM .TYPECAL D CYCILENG LTZ IEN��0S MIN, SETBACK REG, FRONT S SIDES 10 CNR SIDES A 0 REAR 0 ZNG. `7 TECH. b� r SAEGER AVE LOCATION MAP - SECT. 15, TWP. 36 S., RGE. 40 E. LOTS 20 & 21 PROJECT CONSULTANTS:; OWNER: WYNNE BUILDING CORPORATION 8000 S. U.S. HWY. ONE PORT ST. LUCIE, FL 34952 PHONE: 772-878-5513 FAX: 772-878-0224 ENGINEER: TREASURE COAST ENGINEERING AND DEVELOPMENT, INC. 1110 E. 7th STREET STUART, FL 34996 PHONE: 772-221-3724 FAX: 772-221-3726 SURVEYOR: ALEXANDER J. PIAZZA, PSM, INC. 619 BILTMORE STREET PORT ST. LUCIE, FL 34983 PHONE: 772-340-7770 LANDSCAPE ARCHITECT: BILL FLINT 2310 SE COUNTRY CLUB LANE STUART, FL 34996 PHONE: 772-220-0424 FAX:7772-220-8915 CNTRTO SCHEDULE: PROJECT SHALL BEGIN CONSTRUCTION WITHIN 12 MONTHS OF SITE PLAN APPROVAL. ELE(GjkL DE,3 ®Na LOT 20 & 21, PLAT OF LEXINGTON SQUARE, AS RECORDED IN PLAT BOOK 24, PAGE 2, OF THE PUBLIC RECORDE OF ST. LUCIE COUNTY, F�s\LgO�R���ID���gA. CONTpA[��INING 121,665 S.F. OR 2.79 AC. MORE OR LESS. S 1S,1L.I DATA-. 1. ZONING DISTRICT: COMMERCIAL, GENERAL "CG" -2.- FUTURE LAND USE DESIGNATION: COMMERCEAL "COM" 3. P.I.D. NO. 3415-702-0019-000-4 3415-702-0020-000-4 4. THE PROPOSED BUILDING SHALL BE ONE STORY, CONSTRUCTED OF CONCRETE BLOCK, HAVE A MAXIMUM ROOF HEIGHT OF 35 FEET AND SHALL BE SPRINKLED TO MEET COUNTY AND STATE BUILDING AND FIRE DEPARTMENT REQUIREMENTS. 5. WATER SERVICE PROVIDER: CITY OF PORT ST•LUCIE UTILITY SYSTEMS DEPARTMENT 6. SANITARY SEWER COLLECTION SYSTEM: OFF -SITE SEWAGE DISPOSAL TO LOT 3 - LEXINGTON SQUARE MEETING SLC DOH AND FDEP CRITERIA 7. WASTE COLLECTION PROVIDER - WASTE PRO 8. ELECTRIC PROVIDER - FLORIDA POWER AND LIGHT COMPANY 9, TELEPHONE SERVICE PROVIDER - BELLSOUTH GENEPUL NOTES: 1. DEVELOPMENT SCHEDULE: A. APPLICATION FOR BUILDING PERMIT SHALL BE MADE UPON SITE AND CONSTRUCTION PLAN APPROVALS. B. CONSTRUCTION WILL BE COMPLETE WITHIN 12 MONTHS OF ISSUANCE OF A BUILDING PERMIT, 2. THE SITE SHALL PROVIDE WATER QUALITY PER SOUTH FLORIDA WATER MANAGEMENT DISTRICT CRITERIA AND EXISTING ENVIRONMENTAL RESOURCE PERMIT NO. 56-00425-S. 3. NORTH ST. LUCIE WATER CONTROL DISTRICT EXISTING PERMITTED LEXINGTON SQUARE DISCHARGE CULVERT SEPTEMBER 16, 1981. 4. SITE LIES WITHIN FLOOD ZONE "X" ACCORDING TO FEMA PANEL NO. 12111 C-0280-F, DATED AUGUST 19, 1991. 5. LANDSCAPE IRRIGATION SHALL BE OBTAINED FROM AN IRRIGATION WELL WHICH SHALL MEET SOUTH FLORIDA WATER MANAGEMENT DISTRICT AND ST. LUCIE COUNTY HEALTH SERVICES CRITERIA. 6. PRIOR TO ANY CONSTRUCTION ACTIVITIES SEDIMENT EROSION AND TURBIDITY CONTROL SHALL BE IN PLACE. 7. THE PROPOSED BUILDING SHALL HAVE GUTTERS AND DOWNSPOUTS DIRECTED TOWARD THE RETENTION AREAS AND DRAIN INLETS, 8. THE PROJECT IS NOT LOCATED WITHIN 1000 FEET OF A PUBLIC WATER SUPPLY WELL 9. SITE LOCATION LIGHTS ARE GENERAL LOCATION ONLY. 10. ALL UTILITIES SHALL BE PLACED UNDERGROUND AND LOCATED IN EXISTING UTILITY EASEMENTS UNLESS INDICATED ON PLANS. PARKING CjkLCULATHONS: 1. PARKING REQUIRED:,' 24,951 S.F. (RETAIL) X 1 SPACE/200 S.F. = 125 SPACES % �_ 2. PARKING PROVIDED = 12 SPACES 3. HANDICAP SPACES REQUIRED AND w 0i= OU " , J' �ri1 0 I PROVIDED = 5 SPACES 4. LOADING SPACES REQUIRED AND PROVIDED = 1 SPACE Pao p ���}� )U1S/ �vyH0US _t..,..:.. .n �. • ��' ``• lt..A LeC ltJ JLA 1L HO S e GROSS SITE AREA: 121,390.00 S.F. = 2.79 AC. = 100% COVERAGE IMPERVIOUS AREA: 81,187.51 S.F. = 1.864 AC. - 66.8X COVERAGE BUILDING AREA: 24.951.00 S.F. = 0.573 AC. = 20.6% COVERAGE PAVEMENT: 46,844.80 S.F. = 1.076 AC. = 38.5X COVERAGE WALK AREA: 9,391.71 S.F. - 0.215 AC. - 7.7% COVERAGE PERVIOUS AREA: 40,058.69 S.F. - 0.920 AC. = 33.0% COVERAGE DRAINAGE EASEMENT: 22.044.45 S.F. - 0.506 AC. = 18.2X COVERAGE LANDSCAPE ISLAND/ PLANTERS: 8,922.74 S.F. = 0.205 AC. = 7.3% COVERAGE OTHER LANDSCAPE: 9,235.30 S.F. = 0.212 AC. - 7.7% COVERAGE REQUIRED INTERIOR LANDSCAPE: 2,610.48 S.F. = 0.'60 AC.= 2.2% COVERAGE General Notes I 3 Rem. 1 parking apace for loading zone, mod. FM 3/21 /07 2 Add loading zone turning radii per SLC. 1 /12/07 1 Add rear building sidewalk and one-way Iona 10/20/06 No. Revision/Issue Date Sign and Seal Adam Heltemes F5FF_ No• 59333 Finn Name and Address I I I o E. 7t6 Street Te ++�� ` asure wart, FL 34996 GF6one:772-221-3724 stra-772-221-3726 E-mail: tcedevelopment®ya600.com Fbl'E No. 26390 evelopment, Inc. Project Name and Address CARLTON SQUARE FINAL SITE PLAN Lots 20 & 21 Wynne Building Corporation S. US HWY 1 Project No. Sheet 06--02 Date MARCH 21, 2007 S P - 1 Scale As Noted INT010O,`LANC)`)CffF CALCULKION5 FAVFMFNf MFA - 46,989 5f� 46,9639 PIV �Y 15 5f, 6PFFN5FACF TQUIPFP 6FM5PACF WOVIMI �XCFFn5 4000 5f. �133 PIV 13Y 180 17 TTF5 PFQU!PFP (A[.[. PPOVIPW) 59 PKA 5�5 L ,F A?OUNb VUA PIV. �Y �0 - 18 f'�F5 pl�QUII?Fn I ALL fl'T-_F5 PFovirw PI.ANTIN6 PET& Nr5 M5f F AC5 ( / aWVCOV> pro Face FWW or RGFER TO PEAWN6 FOR MAW 5rVNG MAINTA'N I2" DEAD ZONT: Af PEP rPa + +l AM i N^6 TAMM A5 FOLLM 16W 9-tw - I TABLET - 3 6N. 5"W - 2 rAMrT5 CA_ SH" - 3 TAOLV5 10CtkI51fv-4WLLEt 5NM FOR INtT k Ft AA1fIINC 3" MPTH OF 5P 751 IW WLCH ROOr ®ALL 51ZE5 vm C,OYFACTW VLWTAY 561L WXT1121: q PLAN VE TOF OF ROOF ph TO m I" "6KR fh% rrIN1-51 a?A17E 16RIFORM FERTILIVER TAMM) I" FROM R( ALL F NW FIN15i CRAVE rAkf rr rM055 Mr COW MANK I gfU�3/ 61?01JNnCOM, PLAWN612MIL- , ALL LANn5CAP� MATKIA1. TO 6F FLA. # I Op C3l�TTp PANIA San A5 eQUIp�C M&ALRUCA CK �UCAI.YPTU5 MULCH (No CYpr\�55) A5 TQUIT12 TO 511 THICKN�55 MINIMUM IN ALL PLANT p3 L?5 FULLY AUTOMATIC IITI6Al10N 5Y5TW TO PPOVIn� 100% CO'v`'t AGE IN 15 MPH WINP ALL PrOHIPnP 5PFCIF5 SHALL 13F I?FMOVFP FpOM 5n KIOP, rO 15%ANCF OF CFr?11FICAT, 0OCCUPANCY NO TFr-U5 OF OT U INVA5IV� FOOT FLAN IN65 5HA1 C F LOC IN AT�L WITHIN 10 0F A CITY UTILITY MAJN, NO LAN125CAPIN6 51A-L �F pLACEP IN A MANNEF 11-1AT W01P CFI ATF CC)NFL.ICT5 WITH TI-f IN %PFP OPFFATION ANP MAINI'FNANCF OF ANY FX15TIN6 UTILITY. ALL OTHFF UTILITIC5 ;I IALL !�F A MINIMUM a �' 1-I(XIZON1"AL 5FPApATION FFOM CITY U1"ILITY MAIN5 FOF PAFALLUL IN5TALLA M ATION5 ANC INIMUM 18'1 M-LOW CITY UTILI-ry MAIN5, (ALL MFA5UFF &Nr5 AP,- rFOM OUT51bl TO OUT51nr) I I I FLANf & MAI�Flh, 5CHFPlF KFY QUAN, [�OTAN CAI, NAME COMMON NAME C� 65 CONOCAe�'U5 n--C:I U5 6QL N �uTTONW00b CLS �0 CONOCAFPU5 M, -C1-U5 1 %rICFU5' 51LvFry l3UTToNW00b CI ICACO COCOC'LuM EF 108 PUNaN5 5LVEFTHOFN IC ILEX CA551NF PA-IOON HOLLY FM 18 rOP0,CATU5 MAU'OPW LU5 JAP F%, YEW QL 13 QUF � cdI LAUJFOL iA L AUF�L. OAK av 6 QUE-FCIJ( VIFGINIANA L IVY OAK SWIL:1f:NIA MAl 601\11 MAHOGANY 5p 12 r'ALMFrfo 5A[3k PALM VO `s �' � VIL3UFNUM, OPOFAI:I551MuM 5WFIFT ViOuFNUM VM 17 VEI['CI IIA MFfT'ILLI ` APONIPIA PALM 5 Z� (Hf, x 5F1?,) CONfAMF 2,111 K 18'' # 3 21111.11 K 18'' # 21111 K 18'' # � 12.-A' K 5' , 2 -1 / 2'' "ld 6 & 6 2� K18'' # ; 12-14' x 5' 2-1 % 2" r,[3H M C" 12 -14' x �', 2-11, 2" r'13N f3 & C3 , 12-0 ' K 5' , 2-1 / 2'' r'6H K & 6 1 / 3- IC 20, 22' CA, L3 & C3 21"x181 #� 8' CA, N ► _ r 15 0 15 30 , i, SCALE: 1" = 30' U.S. HIGHWAY NO. 1 (S.R. N.O. 5) (200' R/W) �QNO Trlt F`l PAVEME NT (AC) JAO: Nf f0 PR' POSED DOUBLE-FACED ILLI'MINATED MARQUEE SIGN-400 SF �� GUARD RAIL EXISTING 12" WATERMAIN _ _ _ N_NE 0_N 0 TO EXMD 30 FT HEIGHT `�,� `— ---wm --- wm--- wM--- wM-.--wM --- wN {►4--.---wM---W -._- c.�� ------wH--'_WM_--WM---WN---wM------wu-- k----WM---wy--- TO (TUTU U.. SIDS ALK wM--- wN--- wu---wN---wu---wu�T— '7i ;�!-3HO-.--3HO�---3HO--3HO--__3H0---3H0-.-_. 7N.---3HO---3140---340---3HO---7---3140---3HO---3HO---NO---3HO---3HO---3H0----3NO---3HO---3HO---3HO-_-_--3H0---3HO---3HO---NO---3HO---3H0_--3140 . '; SF _' S SF SF SF SF'� SF • ----- / -----p�----- , OL% w SF BOIX CULOVERT 10, url�l i I.E.5.40 HANCOCK DRIVE j'' 14 rw --- ww rlw .. ST. LUDE COUNTY - 60' R/W) \ I 1 . �� V \ I 1 QV �M I 50' -1 u L �wr ► tj 110 12'X12" CONIC. DUMPSTER PAD AND ENCLOSURE PER DETAIL Im T i � Q I.. II•I• 11 1114, II�`li I , lili! VIP 1 VA Wl -BICYCLE RACK ter' w ►%/I� it.�I i�:►©i: r f��I/���� �r.i�ii.i �. it ���/ I /ram/ rtji•VI.IN.1� ter► r .alw► I�I� _�a.�lfi!i o IIdI� ! IC 411 I I I I I I1 01, I � Z I � Q Z v i 3 m 0 00 3 a) • 00 , ! vi +• I (n Z ( ,� f I •� I I �1, I II' a I � � Io � PROPOSED ONE STORY RETAIL BUILDING ! IC 24,951 S.F. (TOTAL) ' I . F.F.E. = 14.00 CONSTRUCT 3' SIDEWALK -----------J CA --- --- -- --- ---- N--_- ------------------------------------'----------- -----------•----^-, -----' -------------------- ------------------------SF F SF —SF —SF —SF —SF - � ---- ------- P SF SF SF SF Vc m— -- -- -_ b TOP OF BANK EXISTING DRAINAGE AND UTILITY EASEMENT ! S. 00'00'02" W. 410.14' I I I ! I I �1,19,2006 7,13, 2006 10,10,2006 10.25,2006 12.16 , 2006 2 J 2.2007 • \ I► J I 1 � z O � � v z � o s � v � 12M: 10,10,2006 mm: WAS CIECKEP; 5CA 4 r - �0' PI O,fCf NO, 06-363 5�& 5Kf L I OF I v- Y ----------------- I. °_ _sc�'e-udmialL _ —I1 — a-- O Impact Rate Main Means of Egress r A7 r No C K Ln o b rE q \0 tK �� a q ` m E�4q > nI I =1 LA is a u# to I _ Alla" -Nd a k— in 0. b x^ 0 uuA x 0 4N if / 14'-6" 9'-10" 5'-2" of-10" 14'-6" q'-10" 5'-2" of-10" 14'-6" of-10" 5'-2" of-10" 14'-6" of-10" 5'-2" of-10" _ i4'-6" �1'-10" ,_2„ 12" x 12" concrete column block on 12" x 12" concrete colu n block on 12" x 12" concrete columnblock on 12 x 12 co Crete cold n block I x IG" concrete column block filled with IL" x IG" concrete column block filled with IL" x 14" concrete column bock filled with IL" 14' con r to column b k filled �� ^7 �\ concrete and (4) >x bare vert, on co Crete and (4) 45 b rs vert. on concrete and 4) sr5 bar vert. on concrete an l4) 5 bars a t. on \ �i 3("x3L'xl8' con rate column 3L"x3L"x18" concret column �3 \ footing w/ (5) tt5 bars each may W 3L"x3L"xl " concrete column 3L"x3L" concrete c u Doting w/ (5) tt5 bars each way footing w/ / > tt5 bars each way 5) 5 bars eec w loll-8" '-$" lol't8" :r Iq'- I � loll-8" I lol't8" r loll-8" loll -8" I ao Ix :r in I 11 ?q, I� IQ I¢ IX\f v I+ Impac Rat n Iq l� IA �' i IR IX 9 M e = Mein eons I! I° Impac Rat I;y + Impac Rate n 1$ I� or E rasa Ia Main eams le ! I Im ac Rate IR P � O Impac Rate O.. O al) r id IE or E rasa I I + la Id Mein leans V O le I I r le re Mam Bans s Q v Mein eons I P + Im ac Rate • la of E res► Main Bans A A ' /_ I r al) Is E + of E teas I� or Egress lea I or E toss O IJ O .Pc ® ® 1 O O I'r QA 1.K A 13F I A r W + W r oB, I I� ® 0 I z z MT 0 I I� ® 1'r O I� O i ® ® Pr 2O z z z z-4 n �n 11 ITz F.F rE rE T 5 8^ 7 z z z = Flat CarlA. ing 0 4c y \�� Gee R loll- 1" loll-2„ Iq'-2" e�\G�`�``r e� • Iq'-2" ,. 2 loll-2" Iq'-2'" Iq'-2" Iq'-2" loll-2" / C ntll It er o a. RETAIL #1 o RETAIL #2 RETAIL #3 o RETAIL #-4 RETAIL #5 1 o RETAIL #( RETAIL #�1 o RETAIL #8 RETAIL #9 ~ LL. I F3• _8,• AFF `r O 1 - Flat Carling (Flat Ce l n F - I A F F I A F F A F F I A F F _ V- O W FIAC Ceding Flat Cedm—�J' _ W g Flnt Cel'^9 Flet Catlin I A ( I W 9 Flat Cedng Flat �Cedin Floc Ceding LA r I `r no pp I I i I T i al Acceasible Bathroom yP Typical Accessible Bathroom Typi al Accessible Bathroom T ical Accessible Bathroom Typl al Accessible Bathroom Typical Accessible Bathroom T i al Accessible Bathroom cV tsea typical detail) (see typical detail) (see t ical detail) yP yP Typical Accessible Bathroom yP (see typical detail) (see typical detail) (see typical detail) (see tAdetad, (see typical detail) „� a a ��,-- /��/ iI =gnvUe'RNREEwR3iNCII II iN<4iNMELE _ NY II ® QB I No'VNEERB!N$ is ZT l�9!i uNGNE""M aRB 1.TW I I EiCT.-A 1l ® ®UW*Nw4EV E=UOlE ,N. NNi1EuE'RE N q� MIX I p�M-"�E {ib I YvNaTwN- IBae$1I le Concrete Sidewalk II'—l" Ill-10" 21-6 17'-10" —6^ Concrete Sidewalk Ill-10'" Concrete Sidewalk 21' 21'-6" Ill-10" 21'-6" 306'-O" FLOOR F L /4 N SCALE 1/8" = 1'-0" TYPICAL NOTES: �. Lowest finished floor to be set by Governing Building Department I. Contractor, to verify ALL notes and dimensions prior to surveyor to set in field. .� proceeding with work. i. ALL wood in contact with concrete shall be Borate pressure treated. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. 8, ALL wall dimensions are nominal and not finished wall or stud dimensions: 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. S. ALL Concrete used for slabs shall be 3000 PSI concrete, and ALL Concrete used for vertical filled cells, 'cont. tie beams etc.. to be 3,000 P.S.I. concrete and/or 3,000 P.S.I. grout mix SQUARE FOOTAGE BREAKDOWN RETAIL#I.......................................... = 1055 sq. ft, RETAIL #2-#11 = 983 sq.ft. each. = 9830 sq. ft. RETAIL412......................................... = 980 sq. ft. RETAIL#13......................................... = 4(el5 sq. ft. RETAIL :111� ......................................... = 982 sq. ft. RETAIL #15-420 = 983 sq-ft. each = 5898 sq. ft. RETAIL#21.......................................... = 14(3 sq ft TOTAL RETAIL SPACE .....................= 24823 sq. ft. METER ROOM ........................................= TOTAL RETAIL SPACE 124 sqq. ft. .............. .= 248?3 sq. ft. TOTAL COVERED PORCH ................= 3495 sq. ft. TOTAL UNDER ROOF ........................ = 28442 sq. ft KB = Fire Department Knox Box Q = FIr& Extingulsh&r mount&d �0" A,F.F. Extinguishers to be ABC - UL 2AIOBC SITE ADDRESSES SHALL BE PLACED CONSPICUOUSLY ON THE FRONT OF THE STRUCTURE, SO THE NUMBERS CAN BE SEEN PLAINLY FROM THE STREET NUMBERS SHALL NOT BE LESS THAN SIX INCHES IN HEIGHT 109 o RETAIL #10 RETAIL :all � I '- •' AFF I '- A F F Flat Cm6ng z Flat Cedng I W iI I I Accessible Bathroom Typical Accessible Bathroom see typical detail) (see typical detail) ©{ i I { i C 12' 12' - q' wTua= "uruR= rA 0 o RETAIL 412 "AFF FILE Cop Flpt Coding Typical Accessible Be I Accessible Bathroom Typical Accessible Bathroom (see typical detail) (see typical detail) it (see typical detail) Li ufel I(pY�aYI8"gl o I;'kwam "g1 ® n ® I �GN6fiRIM I I N4M@E1114i1 Concrete Sidewalk �4Us St. Lucie i VJea.th r�nviranmenr;ons v€�� �r c. rofor fI r i P)Copvlou`j S t Permitting InformationWindowr e ,..ate -• p Ater• This 'Plan Is Designed to the Florida Building Code 2004 edition , 1ta;/ Sc>t>& g4-A51C)1Ji The 'BaSlc Wind Speed used in Design is 140 mph ( 3 Second Gust ) Wind Velocity Pressure = 42 PSF1. The Importance `Factor Is 1.0 The Design Pressures for ALL Exterior Wall Openings as follows: Exterior' Doors and Windows = +35.3/-41.2 PSF e Minimum Soil Bearing Pressure = 2500 PSF This Building is Exposure B and Enclosed This Building Category is Type II The Wind Exposure as follows: -{ Roof for Enclosed Building = -3`i.0 PSF ( see notes below ) Walls for Enclosed Building = 33 PSF ( see notes below ) - Llotea_ Roof Net Pressure ( External Pressure + Internal Pressure ) applied normal to ALL roof surfaces Walls - Combined Net Pressure ( sum of Windward f Leeward, External and Internal and Internal Pressures) Applied normal to ALL windward Wall Surfaces ri The Internal Pressure Coefficient = +0.18/-0.18 PSF Mean Building Height = Floor Loads = N/A Roof Dead Load = 25 psf Roof Live Load = 42 psf Sheer Walls have been considered on this project Continuous Load Path has been provided - see typical sections Components and Cladding Details shall be provided This Building will have IMPACT GLASS This Building will be FULLY SPRINKLED 11 J� Sc�(-edule Mark Size Door Description �s°,:. Re Mark Size Window Description (�) - 3 5 L Store Front Fixed Glass w/ I L high Transom Above 2. l3) 3'-O" x 5'-L" Store Front Fixed Glass w/ I'-L" high Transom Above 3. 3'-O" x 5'-L" Store Front Fixed Glass w/ I'-L" high Transom Above 4. 3'-O" x L'-O" Store Front Fixed Glass w/ I'-L" 'high Transom Above ALL Windows to be white ESP aluminum windows w/ tint and mullions per .elevations - ALL windows to withstand +35.3/ -�4i.2 PSF ** ALL WINDOWS TO BE IMPACT RESISTANT ** EDoor Braden Braden AIA, PA Shopping Center for: Architects - Planners -41 1 Coconut Avenue CARLTCN SQUARE Tel : (112) 281-8258 Fax : (112) 281-8283 Stuart, FL 3999� #AAC000032 St. Lucie County, Florida Date Drawn Sheet Comm 4 3-05-01 Revisions 2 C OF II. n� D X P_ FH MCI = k. � \ N t _ § N �, / ps N tip-40 u (, nypo" IN 1000001L�.�'EI 7111iAf�fk�7lJdyF P�Q7cn 0 3 a ob I )n T Is D v ro D I no. c 0 CL ME T ° vp r - i 9 A N q 8• 165'-O" 5, 2,,-2"5'-2" 9'-10" 14'-6" 9'-10" 5'-2" q- / / /v� 12" 12" concrete conci 16" xnc�ete lumn blo ate ctt5mbab8ock on - -12" x 12" concrete I6" 14" colu n block on lock filled x concrete c0 U 16" x 16" concrete column oc on lock filled with - - "`^ �£RCE; s '� \ - 1 an (4 r�lladonsrth x concrete column with concrete and (A) #5 bara vert. on Q.• 36"x36 x18 concrete olum concrete and (4) 1t5 bars Vert. on 36"x36"x18" concrete column / footing w/ ) Lt5 be ea *"-,jag 36"x36" footing w/ 18" concretecolumn 5) 5 bars each wag f i / (5D ><5 bare each way it 8,_4" 8, S,. 0 &> m .. ', 11 A�. # I b — ro1 man R 1� m3fgl 11 b rn p s n o D ' /� 0 A la IM ro �r A a -.': IA' ... ,.... � IA M 3„I°A' IC3� r5 M, a ° /N vQ A A g,d J OU It CL A O gad Its 1pen gib+ I kp rib �° a i \ \ 3'f•�T ". /q\ Y�w i ,;. I O I l� O ` IE O IF q O � d E 'I E) pkn ffi � y6,, O 4 ® O a qka E .� O ° pq O a � j E °1 O - / _ e I = o o I = o o I C lYJ G \ \ d �`3 /�SorPq.` %l�91 S M M 1�11 1�11 PTII T � lyll ��11 rn 2,- -4 19'-1" 19'-2" 19'-2" 19'-2" 19'-2" 70 � o rn rn o o rn rn o � T o rn m -� -� rn -U rn - -I rn 1 _ - - _ - 00 - _ 0 D r r # r b # �_ # �_ N # # 2 b o o o N ntllever 15'-4" p -Q - W I $D D wD wD lb N ,// r W n n n n ^ -1 I nq i nn a nq eA n e_ ! �� ew n a n P op A R. i;y R-M pD g� XD alp qD V, =T S A =S C A vQ ILP 8 Y Y' Y nP I �� n� I o m 70 o d d b -- - -- -- - -- _ 8,-O" 46'-O" „�\6, 0, 12'-8" "`.6'-O"' ` -O".' 12-q,, 12'-q„ �`6,-O"' ` -O".' 12'-q" 12'-9" 12' 21'-4„ MT C M M a n n M . MT MT .... _'. �y�YJ to $ Ly"� I aeN"Ee$I ® T,YI Y E:RRI�1, I ac "�crfl €:RRIEtlM "UTURE I n'c 'w"9 01 E:RRI.B nITW« "UttiRE I e y{�(�I (ULeL 1 WnME ""TME I n'c`- 1 I °.'c --G14 I E:�ME011 I (�INEERI �I PVRt Ni11RE i °e a -" i 1 °v'u ie I Y V _ I I NUKE IN 1 1 NGNEE 1 1 NUNEE I IIUNEE°R ` I 1 �'E'uINRI I Il IF n �R Concrete ' Sidewalk Concrete Sidewalk Concrete Sidewalk Concrete Sidewalk 41'-1" 19'-10" I1'-10" 21'-6" 11'-10" 21'-6" I1'-10" 21'-6" 11'-10" 19-2" 231'-O" F40OR FLAN SCALE 1/8" = 1'-0" Braden t Br"aden AIA, F A, SFIo In Center for: . pp 9 Architects - Planners n `< Ali Coconut Avenue CARLTON SQUARE _ li�fml' r Tel : (112) 287-8258 Fax : (112) 281-8283 Stuart,, FL 3499� #AAC000032 St. Lucie County, Florida FILE CAm OPY 01 �Jeaith Dept St. Lucie Dountl Sect%oo entai "ealtl, tructi n environm toyed. Pl lot Dons for Site Plan P%PP PreVlous to super dcpg# er; Revl;e� .S 1 V*41b% a co t Date Drawn Sheet 3-05-01 Revisions OF 11. Comm 06-33 _ J _ `" NOA # O�-1002.15 Union Corrugating Company Advantage-Lok II Standing Seam Metal Roofing on 301b felt on 19/32" COX plywood nailed at 6"' o.c. in field and �f" on edges w/ 8d ring shank typical roofing nails 12 4 aL0 E Q.H. Stucco Banding Typical +3iL/035. Decorative m Outriggers o no 0 p4oa" s o 0 NE 4 5/8" thick light textured stucco on typical concrete block construction Union Corrugating Compang Adv.antage--Lok 11 Standing Seam Metal Roofing on 301b felt on 19/32" COX pl4wood nailed at ing shank tgpical roofing nails all I �TiiMOMl...,liit\�nll�Rl1!!�Ins_ �d 3 A Q A ® Q ZONE 4 ONE 4 ZONE 5 ZONE 4 ZON£ 4 12" x 12" concrete column DIOCK on 5/8" thick light textured 16" x 16" concrete column block filled with stucco on typical concrete concrete and (4) 45 bars vert. block construction (see column banding detail on sheet 2.) US-1 ELEVA70N e NOA # 0�-1002.15 Union Corrugating Company Advantage-Lok' 11 Standing Seam Metal Roofing on 301b felt on 19/32" CDX plywood nailed at 6" ox. in field and 4" on edges w/ 8d ring shank typical roofing nails i I a° at Corner Popup AMF,F. Stucco Banding Typical ® ®® ® ®® ®® ®® ®E MIR 2. 3 A O Q ® 2 + IA ON 4 +31.G 4.4 +31.L/0 39.8 :, + ZON 6 2" x 12" concrete column block on 5/8" thick light textured co on typical concrete 16" x 16" concrete column block filled with stuc block construction concrete and (4) :45 bars vert, (see column banding detail on sheet 2.) CORNER EL,EV�470N 19" Stucco Banding Typical Decorative Outriggers cantileOv r- i J/8" thick lic�fit textured stucco on typical concrete block construction SCALE: 1/8" = 1'-0" NOA # O>-1002.15 Union Corrugating Company Advantage-Lok Ii Standing Seam Metal Roofing on 301b felt on 19/32" CDX plywood nailed at b" o.c. in field and 4" on edges w/ 8 ring shank tgpicai roofing nails I concrete and (4) 45 bars vert. eeearw � I� (see column banding detail on sheet 2.) I o.H. LL I fE A A Q NE 4 ZON@ 4 Z NE 4 12" x 12" concrete column block on 16" x 16" concrete column block filled with concrete and (4) 45.. bare vert. (see column banding detail .on sheet 2.) E L E V 0 N NOTES: r - NOA # 0�-1002.15 Union Corrugating Company_ Advantage-Lok Ii Standing Seam Metal Roofing on 301b felt on 19/32" COX plywood nailed at 6" o.a. in field and 4" on edges w/ 8d ring shank typical roofing nails .2 4 5/8" thick light textured Z stucco on tgpical concrete block construction SCALE: 1/8" = 1'-0" a C.:antllever Overhangs at 1'-�" Unless otheruilse noted on Roof Flan - Roof pitch at -4:12 unless otherwise noted - Any changes to this plan shall be submitted to the architect for approval in Luriting prior to starting construction. ALL Exterior Doors and Windol.�s to Withstand +3S.3/ -47.2 FSF. BUiLDiNG COMMUNITY ARC�4TECTURAL STANDARDS BUILDING COLORS MARQUIS SiGN a.) Green roof code 25 a.)- Double Faced ARCHITECTURAL STYLE: b.) Pale Bellow walls code 21 b.) '400 sq. ft. I.) Predominantly vertical, rectangular C.) White Trim c.) Height not to exceed 30' windows d;) Fluorescent back lit 2) Clear glass windows - BUILDING SIGNAGE (88% light transmission or more) a.) b.) ALL lettering to be mina 12" ALL be Fluorescent and max. 24" in height 3.) Square Columns -4.) Arcade/ Loggia to back lit 5.) Standing Seam Metal Roof ROOF DESIGN �.) Qisplag Windows a.) planes per primary facade 1.) . Fortico/ Forte Cochere Three or more roof slope b.) Additional vertical change in roof height (min. 2') c.) Dormers or other additional roof elements facing primary street d.) Portico, arcade or similar element located at main build'ing entrance(s) HANCOCK DRIVE ELEVATION DESIGN FRESSURES MARK SO. FT. DESCRIPTION ZONE 4 ZONE 5 1. 84 sq. ft. Store Front Fixed Glass w/ 1'-6" high Transom Above 30.0/-33..0 psf 30.0/-36.1 psf 2. 63 sq. ft. Store Front Fixed Glass w/ I'-6" high Transom Above 30.0/-33.0 psf 30.0/-34.1 psf 3. 21 sq. ft. StoreTFront Fixed Glass w/ 1`-4" high Transom Above 31.6/-3e4.6 psf 31.6/-39.8 psf �{. 2 2. 5 sq, ft. Store Front Fixed Glass lu/ 1'-4" high Transom Above 31.6/-3,4.6 psf 31.6/-39.8 psf 24 sq. ft. Single Lite French 31.6/-34.6 psf 31.6/-39.8 sf FBA 20 sq., ft. Hollow Core - Metal Par 33.1/-,44.0 psf l®®®®®® ®I Q ZON 4 \ 12" x 12" concrete column bloc on 16" x IV concrete column block filled with concrete and (4) #S,-bars vert. (see column banding detail on °sheet 2.)k i i 0,4 # 06-1002.1 � Union Corrugating Company_ Advantage-Lok II Standing Seam Metal Roofing on 301b felt on 19/32" CDX plywood nailed at 6" o.c. in field and �" on edges w/ 8d ring shank typical roofing nails - SCALE: 1/8" = 1'-0" T NOA # 06-1002.15 Union Corrugating Company Advantage-Lok II Standing Seam Metal Roofing on 301b felt on I9/32" CD plywood nailed at 6" o.c. in field and 4" on edges Lu,/ 8d ring shank typical roofing nails 2 S P 4 P 4 T pica illu Ina d ign !�7ED ®®®®®LEE ®®®®®® ®® ®® ®®®®®® Q A ® Q Q A NE 4 ZONE 4 ZONE 4 ONE 4 ZONE + If 12' x 12" concrete column block on 5thick light textured /8" tfii 16" x 14" concrete column block filled with stucco htypical concrete concrete and (4) 46 bars vert. block construction (see column banding detail; on sheet 2.) NOA # C6-1002.15 Union Corrugating Compan(g Advantage-Lok II standing Seam Metal Roofing on 301b felt on 19/32" CDX 1 wood nailed at THESE P y PLANS AND ALL PROPOSE 6" o.c. in field and 4" on edges w/ 8d ARESUBjECTTOgNyCO WORK ring shank typical roofing nails REQUIRED ByFIELD IRREC ONS INSPECTOR THAT: sLOPE OIVU4Y BE NECESSARY IN ORDER 0 --� MPLY WITH ALL APPLICABLE C DES 12 plc il illuminated SLOPE4 ign A.F.F. Ig" - -- A.F.F. IMF Stucco Banding Typical ®®®® BED ®® ®®®®®®®® ®®®®®® ®® Decorative Outriggers 0 0 ® o 0 _o. C nttlever Z NE 4 ZONE ION 4 + O/_ + O. - + LL/- ZONE S x 2" concrete coumn oc on +3007- .i 5/g thick light textured 16" x 16" concrete column block filled with stucco htypical concrete concrete and (4) 45 bars vent. block construction (see column banding detail On sheet 2.) US-1 ELEVATI /`N (continued) SCALE: 1/8" = i'-O" ST. LUCIE COUNT_ Y PLA REVIEW Continuous Stucco NEVIEWEn FOR (`nkfiO! IA10t%r! BLDG' Y(I6� Banding - Typical 2.. G - -- i4s , DATE: -q D"% ELEC: N N DATE: S- 2 ..._,,.�,.. PLUMB: ry DATE: o / o 1- DATE: MECH: G DATE: ? ao STUCCO BAND DETAIL NOA # 06-1002.15 Union Corrugating Company Advantage-Lok 11 SCALE: I'= r-o" Standing Seam Metal Roofing on 301b felt on 19/32" CDX plywood nailed at 6" o.c. in field and 4" on edges w/ 8d ring shank typical roofing nails 12 SLOPE 4 i a ZONE 5 ZONE 4 12" x 12" concrete column block on W' x 16" concrete column block filled with concrete and (4) * bars vert. (see column banding detail on sheet 2.) Y Stucco Banding Typical c 37 6/8" thick light textured C m 'r stucco on typical concrete - - block construction g r- 5/8" thick light textured Outriggers THIS STRUCTURE HAS BEEN DESIGNED stucco on typical concrete AND REVIEWED FOR COMPLIANCE OF block construction FBC 1605.1.4 FOR ONE OF THE FOLLOWING: INTERNAL WIND PRESSURE AnifWINDBORNE DEBRIS PROTECTION IMPACT RESISTANCE GLAZING,__ s Braden It Braden AlA, FA Shopping Center for: Date Drawn Sheet Architects - Planners 3-05-01 411 Coconut Avenue CARLTCN S Q U A R E Re ►-opns Tel : (112) 281-8258 Fax : (112) 28'1-8283 1-18-01 " Stuart, FL 3.499UAAC000032 St. Lucie Country, Florida OF 11 Comm v 06_33 A.F.F. N0�A�4O 6-1002.15 Union Corrugating Compancg Advantage-Lok 11 Standing Seam Metal Roofing on 301b felt on 19/32" CDX plgwood nailed at 6" o.c. in field and 4" on edges w/ 8d ring shank tgpcal roofing nails 12 4 1 SLOPE thick light textured Provide L" wide stucco T_ o stucco on typical concrete band above each door and t° block construction I r rain flashing above doorprotection A.F.F. A.F.F. NOA # 06-1002.15 v Union Corrugating Company Advantage-Lok I Standing Seam Metal Roofing on 301b felt on 19/32 CDX plywood nailed at o.c. in field and 4" on edges w/ 8d ring shank tgpical roofing nails j°--' LEFT ELEVATION —_.. NOA # 06-1002.15 Union Corrugating Compan�L Advantage-Lok II Standing Seam Metal Roofing on 301b felt on 19/32" CDX plywood nailed at 6" C.C. in field and 4" on edges w/ 8d ring shank typical roofing nails Provide L" wide atucco band above each door and provide flashing above door For rain protection ZONE 4 +33.1/-3L.1 REAR ELEVATION -' --% NOA 9 0�-1002.15 Untn Corrugating Compancg Advantage-Lok ii Standing Seam Metal Roofing on 301b I felt on 19/32" CDX plgwood nailed at 6" O.C. in field and 4" on edges w/ 8d ring shank typical roofing nails 12 4 1 SLOPE 12 4 1 SLOPE m v tY) ao Provide L" wide stucco band above each door and Decorative o provide flashing above door Outriggers F Por rein protection REAR ELEVATION (continued) J 1!, 1- ZO E 4 4.1/- 1 ZONE 4 •� 1/- G 1 of 5/8" t is extured stucco on typical concrete block construction - NOA # 06-1002JS Union Corrugating Company Advantage-Lok Standing Seam Metal Roofing on 301b felt on 19/32" CDX plywood nailed at C o.c. in field and 4" on edges w/ 8d ring shank tgpcal roof 1ng nails \ Provide L" vide stucco band above each door and provide flashing above door For rain protection SCALE: 1/8" = i'-O" -14 NOA 4 O�-1002.15 Union Corrugating Company Advantage-Lok II Standing Seam Metal Roofing on 301b felt on 19/32" CDX plgwood nailed at 6" O.C. in field and 4" on edges w/ 8d ? ring shank typical roofing nails J L" wide stucco \Provide band above each door and provide flashing above door For rain protection 20NE 4 X..1 ZON 4 ZONE i ZONE 4 ZONE 4 d + .1/- L.1 of thick light textured 5/8" t ick light textured stucco on typical concrete stucco on typical concrete block construction block construction Sr' GLLP. 1/34" = 1'-01' ELE\//471CN NOTES: 5/8" thV-11glIti'f xtured stucco on typical concrete block construction A WC 41 �` I THE Provide L" wide stucco / band above each door and provide flashing above door for rain protection — Cantilever Overhangs at 1`" unless otherwise noted on Roof Flan ® © — Roof pitch at. -4:12 unless otherwise noted Any. changes to this plan shall be submitted to the architect + ZONEG, + ,ONEL, r for approval in writing prior to Starting construction. ALL Exterior Doors and Windows to withstand +35.3/ —47,2 FSF. SCALE: 1/8" = I'-O" Braden � Braden AiA, FA Architects — Planners 411 Coconut Avenue Tel (112) 281-8258 Fax : (112) 281-8283 Stuart, FL 3.4996 UAAC000032 0 NOA 4 0�-1002.15 Union Corrugating Company Advantage-Lok II Standing Seam Metal Roofing on 301b felt on 19/32" CDX plywood nailed at 6" o.c. in field and 4" on edges w/ 8d ring shank typical roofing nails 12 SLOPE 4 / 1� �j 1� �� Xj_��� 12 SLOPE 4 Provide L" wide stucco band above each door and I'rovide flashing above door or rain protection A.F.F. Decorative Outriggers A.F.F. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS THAT REQUIRED BY FIELD INSPECTOR' � MAY BENECESSARY IN C®DES.: R TO COMPLY WITH ALL APPLICABLE NOA 9 06-1002JS Union Corrugating Compang Advantage-Lok II Standing Seam Metal Roofing on 301b felt on 19/32" CDX plywood nailed at 6" O.C. in field and 4" on edges w/ 8d ring shank typical roofing nails 12 SLOPE 14 '-8" T. A.F.F. 5/8" thick light textured stucco on typical concrete block construction Two Rows of Seam Block filled jith concrete anc one u5 bar continuous in top row and one 34 bar continuous n bottom row I N= v N— N— ro I 1/2" thick light textured stucco on typical concrete column block construction SLOPE 4 NOA OL •002.1 Union Corrugating Company Advantage-Lok Standing Seam Metal Roofing on 301b felt on 19/32" CDX plywood nailed at. L" o.c. in field and 4" on edges w/ 8d ring shank typical roofing nails Typical Fascia tsee page D-2 for details) 1/2" thick stucco on 3/8" hi -rib loth attached to horizontal and vertical wood framing with nails to provide no less then 1-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members 1/2" thick light textured stucco on typical concrete O 3" column block construction re -Cast Concrete Lintel e • see roof plan for location and size) i' -•O" 2" 12" x 12" concrete column block filled with concrete and 4 #5 bare vert. O • I d' N— p, • 1/2 thick light textured '-4-' stuc on typical concrete _ colu n block construction N N •• 1-1/2" d• V x IL" concrete column block filled with concrete and 4 45 bare vert. COLUMN BANDING,: DETAIL Shopping Center for: CARLTON SOUi4RE St. Lucie County, Florida NTS Date Drawn Sheet 3-05-01 Revisions : iD 2. OF II. Comm a 06_33 r j� ,,� � _ �r� �: .F, Eti �:_, _.. O 0 Ln ;r 0 i N ores walk 71 --1 I_ I r i 1 I � 1 I � I I _ -scare-N4e➢L k Attach window to block wall with � 3/16" dia. x 3" tap -cons with min. Attach door to block wall with I .I ism 1 1/2" penetration at 12" o.c, max 3/16" dia, x 3" tap -cons with min. I I� and 6" o.c. max from each corner thru 1 1/2" penetration at 12" o.c. max Filled Cell Masonrg Column with One Filled Cell 1'1asonry Column with One I lo12 # #5 From Footing To Tie Beam i" x 4" PT Buck and 6" o.c. max from each corner thru 5 From Footing To Tie Beam 3 L_ "° E-a Exterior face Exterior face I" x 8" PT Buck Conc. FIII To Be 3000 PSI Conc, Fill To Be 3000 PSI �� �1 I--- lutn ULU- Of wall See Floor Plan For Location 0 " ° ° 'U of wall See Floor Plan For Location! a I No °�, Varies A a, Varies 3 > c a i ix \7 E r �� >>dOm /I3N 'ham ° I ° v[ IN g UUtnu *'n I"x�f" P.T. Buck I"x8" P.T. Buck a 0. UM, 'U� in 2 sides t header 2 sides header "� _1 Detall at Windows Detail at Exterior Doors Double Filled Cell Column S►ngle Filled Cell Column XX2�= % \ ITS NITS �tTs NTS um8 _ \ " x 12" concrete column block on ' //>\/i@"� // fill c, I6` I6" concrete column block filled It 5 be �.° / i#5ba 12" x 12 concrete column block on cone to and (4) #5 bars vert. o / �� r / ( ty 12" x 12" concrete column block on IG" x It." concrete column block filled with 12" x 12" concrete column block on 36"x3 18" concrete column / 14" x 14" concrete column block filled with _ _ concrete and (4) #5 bars vert. on ib" x ib" concrete column block filled with footing w (5> tt5 bare each way / < concrete and (4) #5 bars vert, on i - - - I - i - - - I - - - concrete and (4) #5 bars vert. on I - - - I - - I ^ ♦ / 3G"x36"xl8" concrete column I <° _ _ _ _ _ _ _ _ _ _ footin 6 w % (5) #5ebara each wa i is -1 6" - - - - - - - cy / o _ _ _ _ _ _ _ 3 x36"x18" concrete column ao footing w/ (5) tt5 bare each wAy — _ _ (— — — — — I I O g y ( — — — — — — — O footing w/ (5) #5 bars each we r — — — — — r I I / ti I I 9 8 I 1b �♦ 8" Iq'-10" Iq'-8" Iq'-8" 9't8" -- �t I�'-8" 1�'-8" _8, — — I�'t8" — I�'-8" lq'-8" O �r — —1 19'}8" — I / N\�dl' °�i--------------�- - ------ --------a I-------- ------ I I ------------� r----------- - - - --I 1--------------- I - - - - - - - - - - - - I--------- — — — — — r- I I I I i Ig I I I Ie I IY, i • IR 1 �I / i Thicken edge tp 8 x8 0 Thicken e{!ge to 8"x8" la f0 Tfiickgn edge to S xB n i' jq Thicken ed el to 8'x8 I Thicken edge to 8"x8' / �a, p Thicken edge it. B x8 10 i" 9 \ / \ with concret¢ and !e a with concrete and e with conpprote and Id x with concrete and a O Id c with concrete a end O with cor�cr�te and a rY ti one #5 bar continuous o I$ one tt5 bar c rnuoua $ one #5 bdr eontinuous Ip one # bar continuous a le i4 tr h>r one #5 bd of II m_ _ cE, 1 m_ (a_ ., . one #5 bar iontinuow I I r continuous \� r I i it F I r a° I I� I F i r 0o Ia. "' I c0 r I I // \• i $ � ° ° ° ° • i i " e i i i i i ° e ° _ J_!_J_!_ J_J_J_!_ !_! !_!_ J_!_!_!_ !_!_!_!_ ! J_!_J_ o o !_!_!_!_ !_!_!_!_ !!_!_! !_J_!_J_ L1_!_!_ !_!_!_!_ !_J_!_J_ o o !-! !_!_ !_!_!_!_ !_!.!_!_ !_!_J_J_ Xo X ° X Z Z -� X ° ° ° (— .2 "'w x-18'd Boric. monaTt�c/- I I I I I I I Z4"w x 18d" cone. monolithic,-'i o e c �+- — — — I I ,v 4"w x 1 ( cone. monolithic/ ( ooUng w/ (3) 45 bare Cont. ; i x 18d" cone. monolithic/ ; I I fotmg w/ (3) #5 bars Cont. 9 1 CGS I I j ootrn w/ (3) tt5 bars cunt. footing w/ (a) #5 bars cont. I I I 1 i I I I I awe ��e$ $` I awo cry I °` e°doG`v I Iy Ili �.`�'' {° 2�- lea i I I I I I I REpiM�N� �QUI�ED ,, C nt l r i� j I �]� I I 1 I -- i u 17b��' "� I I I I _._._._._._._._._._._._._._._._._. I _._._._._._._._._._._._._._._._._, ' ` � ._•_._•_._._._._._._._._. '._._._._._._._._•_._._._._._._._._._, 1 ._•_. ._. I ._._._._._._._._._._. ._. . \\ - -=•-• _.�. _,_._.------ _._._ ------ ...... _ __i------ ...... ...... ...... ...... ...... _ -+ _-•-._._._._._._.------ _ _ _ _ _ _ +- -•-•- ------ - - -i - -+•- - - -i- -I - - - - - - - - +- - - - - - �•-•-•-•-•-•-•- - - -i- - - - - -I I- a j j I I I I I �► I I I W c_ i ��see t. deter) Joint \ - MI TM►i�T I SQUIRED ���`�� m yp. .I Ix 1 i i i i i i +� I I I fi I I I��! d I I 1 I I v ao Typical Control Joint �" concrete slab with flbermesh OR I Typical Control Joint j °� �{" concrete slab with flbermesh OR I co Typical ControlJoint °0 `i concretes slab with flbermesh OR I i fwe typ. detail) i n " fsee typ. detail) n (see typ. detadl _ G"x4" #10/10 WWM on 10 mil Visqueen over i � I i x� #10/10 Wl�1M on 10 mil Visqueen over 3, i i � 6 x6 #10/10 LUWM on 10 mil Visqueen over j «, I 3 u I I `� i i clean coin actled termite treated •fill i I `r clean compalcted termite treated fill clean compacted termite treated fill P I I I I i 0� I 7 j j I I I I I I I I I g V I I i I I I I I I i j j I I I I I I I I I I i `v- � I 6"xb° I i ._._. i._._._._._._.—._._._._._._,—._._._._. i_._._._._._._._._._._._._._._._. 1_._._._._._._._._._:_._._._._._._._._i _._._._._._._._._._._._._._._. __• i_._._._._._._._._.—._._._._._._._.—•— I —•—•——._•—._._•—•—._._._._•—.—•—•_i._._._•—•—•—•—._._._._._•—•—•—•—•—.—• i _•—•_._ _._._._._,_._._._._._._._._._ i _._._._._._._ ��.0 ._._._._._._1...... ...... ........ ...... ...... _. .--- —•—•— gO r I cle( -I- _ - r 1 r' 1- -' r -�•- is aTyprcal Control Joint i� ypieet Control Jant ; �Typrcal Control Joint j ypical Control Joint j�7ypicai Control Joint j Typica? Control Joint j�Typrcal Control Joint j"� Typical Control JantTypicel Control Joint Typrcel Control Joint 1 �f i eA i /see Lyp. deterU i sea typ. deiarll i (see typ. deterD ; ( e typ. detect) i (see typ. detect) ; (sae tUp. datmD i (see typ. detaiU ; (see t p. deterU i (sae typ. detmp i (sae ty . detal) I $tt I� cn I I I I I 1 I i I I j I 1N� i I I I I I I I I i I i 13 ®I ® I ®I ® i ®i ® i ®i ® i ®i ® i ®i ® I i n g i 24"w x 24d" I on . monolithic i — — — 24'% x 24d" conc. •m nolithic 24"w x 24d" conc. monolit c I i footing w/ (3) F#5 bars Cont. 1 1 1 ( I I — footing w/ (3) #5 b� cont. I I 1 Doting w/ (3) #5 bars con . I �- ��--------------- — ' —----------i— ---- ---------------------+—--------------� i —--------i ------------- —----------------i----------------- �------------------------------fl i------------------ �}-------------- ------ Fill v ru - a a a o O I I I i : i _ I I _ I O v I I i _ 1 L O I I I 1 I I° I _ I I _ I -- ---- — I 11 1 -------------------------= —I I i-------------------------------- —------------------------------ —----------------------------------------------------------- -------------- ----�— ---- ------ 1 I i I I I I i I I I I I I I 1 -- — — — t� Thicken edge to 8"x6' Thicken edge to 8"x8" with concrete and 4" Concrete Sidewalk Slab 71 with conwith concrete end 4" Concrete Sidewalk Slab crete and 4" Concrete Sidewalk Slab Thicken edge to 8"z8" one #5 bar continuous one #5 bar continuous one #5 bar continuous 306'-O" FOU\:D�710\ FLA\ SCALE: 1/8" - 1'-0" 1. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil. conditions assumed to be 2900 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 US bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings upp to S' - II" w1de. l=rovlde (2) filled cellsg on each side of openings s from � —O to 9 —11 Provide (3) filled cells on each side of openings from 10' —0" and u and for other condition used. Foundation walls p Contractor to see plans shall have filled cells at 24' anyo.c, unless otherwise noted (see section) L Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss Companty prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL reinforcing steel shall be grade 1 0, meeting ASTM A-1� and A-3S specifications. ALL Anchors to be A-30-1 steel. 9. Frovide a minimum of 3 concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. R,ninri Beam 5- Bond E D H ook 1 #5 dim. in filled cell 1 #5 dim. f illed cell Chanqes in Bond Beam Height Joint; to be saw -cut 1 and filled with liquid polymer Joint sealant THESE PLANS AND ALL PROPOSED WORK 1 / 8 ARE SUBJECT TO ANY CORRECTIONS *WtIlREV9Y 9L 09PECTORS THAT. Dowel (1) #5 bar :�-r-- eMY64CE MIN ORDER TO, i I IT w / 2 5" min lap 6" embed COMPLY WITH AL4, APPLICABLE a �., � BLE CODES:; cut alternate wires Fin° at Joint location I oor i � SL,4B CONTROL JOINT EpA �B ) mix Cont. Concrete Footing (T y p 51 2 0' max) SC,41.E: NTS �isstzid Ti& DcLur R&palr nts Braden Braden AI,A, PA Shopping Center for: Date Drawn sheet Comm # Architects - Manners 3-05-01 -411 Coconut Avenue CARLTON SO U A R EOfo— Tel : (112) 281-8258 Fax : (i12) 281-8283 Stuart, FL 3-4999 #,AAC000032 St. Lucie County, Florida OF Ia. I i I i I I I I I I I I e i I I t- 00 y 1 6" sl I n i C 95 I N a I i co >r I c lip n9 i gA •n I g SL I Wcl�l u1nI 1 I I i — — Sjl6fii�R 3ua3�— — C — _ I I I I I I i `X I3� r 1 — — � a� i= -4 0Dn nn � n u,n� I - v#i1a'oq -- m--I n It (III Is nar� ( m wpm �n0 b sn 3Q c �OD SCP 33 < v / / (b r'V� 'X 3 /e \ 01 \j/\ 12" x 12" concrete column bl ck on 12" x 12" concrete column block on 'x 12" x 12" concrete column block on I I F \ IG' x IG" concrete column ock filled with IG" x IG" concrete column block filled with o 1 Ili" x 1," concrete column block filled with i \ concrete and (4) #5 bars vert. on \ concrete and (4) #5 bar Vert. on 36'04"xi8" concrete column I I I I ear\ gyp. 36"x3G'xl8" concrete co n l - - - I _ _ _ concrete and (4) #5 bars Vert. on I - - - £oot1n w/ I5T ars each utt5y 36"x3L"x18" concrete column 15y +\\ \ \ `?footing w/ (5) #5 bar eat wagl footing w/ (5) #§ bars each way I _ - - - _ _ - _ - - - - vi------------- 1\/�\ 2 15 l 4 l u,18„ I 19 0 I J`�' `( \ I O I O D�-----T----- -a i I ------ T--------1 1---------r------- r--------T--------1 l 1------�---------I r---------f------- r---I-- °° Thicken ed6e to 8"x8 ° ° I 6 I IQ �Thrcken d8g ra 18"x8 s4 I — l �Thrckan ed a to B"x8� — 1 I 1 s — 1 �Thrckan ad a to 8"x8� —'— I I with concrete and In with contra a and 4e with eoneete and kn with conc aria and b Cone tt5 baq continuous I_ le one tt5 bar tenuous one tt5 barl continuous I_ (a one tt5 bal continuous I i e,��e plc e^ore % `\ I I I o o I o e I o o I % i i i i i i i v° °° ° ° ° '-!-!-!- J_!_J_! J- l-!-!- _-!_!_!_ !"!-!_!_ --y,yy LJ_ i i i i i p--!---!- --!---J- !-!-!-!- !---!-!- ° !-!_! y!_!_y J-!_ i i i i i ,_ ,_ ,_,- ,_ ,_ i_ ,_ J_!_ ,_ i_ ,_!-,_ i_ o ! ! ! ! ! ! ! ! i i J ! ! ! ! ! J ! ! ! ! ! !4. I _ i 6 or a i ' d„ a �Jh h -- ----------- ° I I I 1 e o .d 6� ss n F4 w x 18a cbnc. monolithic I 24"w x 18d" colic. monolithic I 'w x led concr mono�itFilc l 2'#"tD Zt t821" ttibrr6lRhtir - - - - - - - - - - ` - - - - - ` - - - 1 I I I n = ? I �' °�o,e^e4•� �p�= I footing w/ (3) tt5 bars Cont. j Doting w/ (3) ifs bars cont. j footing w/ (3) US bars Cont. I footing w/ (3) r5 bars cost. # i ♦ �� eo �'b�°^ :��e �ti II a'' I I I I 1 I j I a<ee 0 th a N d^IN _ -+ 1 a -I j -r TERM I I I n E(p I % l '°� i ^ I ° n I ag I ^ � I a'^ i n� TERMI/� I i I j l / ( i nn j ".a i .»a j .n i ..n j "•a�7�jN/ �� 1 ��� EN % i �- W. �- �- �_ i �� In REQUIRED i �3a' i % 1 7c) a i yn i Pn I Pn i pen v �17 I I i 3 i %% �j„ I j i�o I mQ I 2. I -C oo I Is nQ goo i 1 i _C+ I / /\ I i I 1 1.` _ I vC n mn I 1 ro �-'' I . r ._._._. ._._._._. ^ E _ I _._._._._._._._._•_._._ •_._. I .-.'-._._._•_._._. I _.-~ ._._._._._._._._._ _._•_._._._ 1 _."._._._._. ._._._._._._._._._._._ 1 •_.~._._._._._._._•_._. _._._._._,_. 1 ._~ ._._._._._.-._._._. ,_._._._._ i _._`_._._. I ' i o I I Q k - - - - - -. •a o . .t. - �- I- - - I- - - I- -I - - - 1- - - - - - - --•-._._._._.j ._._._._._._. _._._._._._._._._._._ _._._._._.1. _ %% \//x° j 1 2'- - Cal i Q -i- I o n$ e a xt n l I I I I I j d 1 io_Q 7 !ram I I #t p I \N I �C / �� a0. a E%� rai �n I I �d n# I I $a I n \O� $b I 1- I IQ o / o� �'rm 1 � OmI ^ I 1 � � `� I +� I ^ `� nn�- ( I a j= 3 7U i z<K n; s! ., l �' � E m I v 1 p I ? n O\ a i E REQUIRED, 1 II I 41 j n ro T- $ m Ee J h i °' I 3 -co l ,i �1 °° I n o? ,n* E I- n < i ^n ..` a.3b �i Or+ I 1 c0 Eo—' ¢ in to //% I a Ei a2 i m i �Q Em I w I n4 I w I a3cr tl� Exl i- n 3 I �i � al �3 I 1 "3 a3� EsLl I o= I j 3 0 aC w� I I m I j e 4 O�i I I r* I I I I r O C+ "nl I 1 s I i t° ' s` 1 1 �st°3� v,�1 I 'mr0� l I I I _� l 2 <� I I I t0 a Cr I I i 31 ntllever 1 — — — — — — — — — — — — i ._._._._._._._._. ._._........ ._.._._._._.i._._._._._._._._._._._._. •_,_._..._._._._._._._._._•_._....... ...... _. ! _._._._._._._._._._._._ _._._._._._ ! _._._._._._._._._._._•_._._._ _ I ._._._._._._._•_._._._. _._._._._._, i_._._._._._._._._,_._._._._._._._._ i _._._._._. I T Its �1 I -I° ° °r ° a l I I arc I I 1 1 $ I I 8'-O" 8'-p" I i 1 I 17�0 '° I I I I• _ I I m� I I I (o Is trn s N O m e ®I ® ® ® ® ® ® �l� I I I i i 1 d<I I I I I I I I �� 24% x 24d" coma. monolithic 1 I I I I I I I I d I° I Doting w/ (3) tt5 bars cont. i 24"w x 24d" 4onc• monolithic j 24"w x 24d" conk, monolithic 24% x 24d" con4. monolithic " x " monolith I ---------------- ------- ----------- I---------------------fQo ut!_(P� 6 hnrs-------_ ,zoStna w/_(?� 'bacasonL- ---- --- - -------- '------------------- -----1 L--- -J I---------- - �- - Q �-- --- - -1 ------ --- O - 5I - -I ng�u/_t3L45' au -canes ( 24 w 24d coma. is �Gfootrnp ui/_ (3LiE5 �aca�ont�J I i � o/ w I I I I I I I _ I I _ I 3 I I I I w I _ 11 _ I w ------------------------------------------------- —-------i I ----------------I I— I--------------------------- --I II I_ ------------------------------I II I---------------- L-------------I II --------------- I — -- Thicken edge to 8"x8" Thicken edge to 8'x8" \ Thicken edge to 8"x8" Thicken edge to 8"x8" with concrete and with concrate end with concreteco and with concrete end 4" Concrete Sidewalk slab one tt5 bar continuous one #5 bar continuous 4' Concrete sidewalk slab one #5 bar continuous 4" Concrete Sidewalk Slab one #5 bar continuous I i ( i b, I i =C I FMI j � I \ I I l j l 1 I I I I I 4"I concrete slab with frbermesh OR 6 x6 I#10/10 WWM on 10 mil Visqueen ol✓er clelan compacted termite treated fill I I I se FM i I i 1 �EQuiREo I I I I I I FCUNDATIO� FLAN SCALE: 1/8" = I'—O" 1. Arg changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should a.neg other conditions be encountered, the architect shall be notified in writing for revision 4. Verifg all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and I U5 bar Vert, at 48" O.C. max, Provide (1) filled cell on each side of openings up to 5'-11" wide, Provide (2) filled cells on each side of openings from io'-O" to 9'-11" and Provide (3) filled cells on each side of openings from 10' -0" and up -- Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) L Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction -1. Contractor to provide for soil test prior t0 construction and provide a copy of soil test to architect for review prior to construction 8: ALL Reinforcing steel shall be grade �0, meeting ASTM A-1� and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1--1/2" concrete protection at beams for ALL reinforcing bars. 23T-O" Corner Steel L dp nts stucco retur ich window to block wall with dia, x 3" tap —cons with min. ?" penetration at 12" o.c. max 6" o.c. max from each corner thru 4" PT Suck wall return .call sill Thicken edge to 8"x8" with concrete and one #5 bar continuous GRA 4" concrete slab with frbermesh OR 4"x4" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill DETAIL AT FRONT + REAR SLASS #5 bar vert. w/ 30" overlap at each filled cell Grade tEE TYPICAL. SECTiON ON PAGE 0-1 4" concrete slab with frbermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill =11 = 1=III=111='�t;:�r:�. {<(�/' � wy:;•• I I —III I=III = L1=1111=1111=11I1=1111*. Section 8 Window Head � Sill Braden Braden AiA, PA Architects - Planners 411 Coconut Avenue Tel : (72) 281-8258 Fax : (112) 281-8283 Stuart, FL 3499(. #AAC000032 rj1�1=11�IH�IH-1lI117= r footing2-1 w x 18d monolithic NTS — = = _1111= w/ (3) 45 bars Cont. or 30"w x 28d" monolithic footing w/ (3) #5 bars Cont. (see plan for sizes) TYPICAL BUILDING FOOTER SCALE l�'tt¢ t�rjj6n Sheet Comm # Shopping Center for: 3-05-0� CARLTON S Q'U,A R E Revisions: St. Lucie Countcg, Florida -1OF 13. Tll ON On• ' . i� OWES � - . _ • • '' .�//�■III' ■: : :_SM � lid _ ns 1, ►i�. ®�EMSpa . ®.��► NOW, 7v- 0 fa c* Of If# � � n L 3 cn O I _ O CI] An _ 0o (b v OO C. �II � n — 0 to N (C E >y OL o O 3 O � W O Ul D S yby ' R N r 117 T 2" .c Y I L ( hp rwlg e b 4 naufcurr m W UJ TA P 2 @ A hurricane anchor at each truss hurricane anchor at each truss ! 24" o.c.) supporting 1810 lbs. uplift Max ( 24" 1810 o.c.) tbs. supporting uplift Max. Simpson HETA 20 hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 Ibs, uplift I I I 1 ! Uj P- U1 A N I E o c. T rF T IC u Al. E I I j i j o (JJ ! I I ( s 10P C ra In s by m 5rl. f ElCtl., rel) I - 1 13 e" luw d r 5iledto j I 8' ppI 0d ail t I si o tru s u ng d I e f L as sing ed I nalls it l " o . f r I nails at 2" .c. or jdr I fts pp! g p ote tion idraftI j toppng rot4 ctu '� nonCrrua ngCm n Avntge Lk I ! i s an In 2eall `iiiietfl 1110crin o 1 OI felt n CD 191.00 railed it 6" o.c. A 1 Id a n edc es w 8 i ring shank nqpcal ro)firgall j Simpson HETA •hurricane anchor at each truss W16 i f 24;,o.c.) supporting Max. 11 10 tbs. uplift 10111 ���I�I■I■1■I■i�l�'�l■I,�) I 1 ��.rrerrr:�r��.���■�.�rr_r�r�r�r�r.� IRlli:1!1,@Ili;i��+I =i�ildl'�li�,1�!!i I fi! 9 I �4! h ';,Sll i ll 11€ tll l lil��ll IIPC■;' I�k��r R �. ,. 1. •,. - . - - . �r i I: • . I.3/81 p1 00nar d I side of russ usm 8 i nar If at 12" o.c. for j draf stoping pro ecti >n I I ! ! P5 01-�N I„E T u so r6QII �I��I��l_IlaiiNWI�I�I�I I�I�1�11,1 illl■II�1�1�1�1 I�■I�I�I��a�i_119�■I�I�I�I�I�I�Ih1)8g1!)I■�I�II�I�I�I�I�I�I�Il18%�ii15�I�I�I�I�I�I�ii1Ii#il�l�l� ■I�;��,il■I■I■� �■�■�■�■ICl�l�l■I■� ���■I �������■I■�■�■�■�■I■IC��1���I■�■I■I■I■�.�!� ]I■I■�■�■�■I■I■IC�!'.I■I■ M @ac hurricane hor at each truss hurrrcaiiiii anchor at each truss 2-4' o.c' ) supporting Max. 24" o. M)c supporting Max. 2.4. o.c.) supporting Ma>L :• tbs, uplift leloc*lbs.• tbs. uplift COH <iA T N R t R ATTACHMEN115 ARE Tg RE PCN$0LI'N OF THE CONTRACTOR OF RECORD F 0 C F - Cantilever Overhangs at 1'-�" unless otherwise noted on this sheet - Roof pitch at 4:12 unless otherwise noted on this sheet - Truss shop drawings to be provided bg manufacturer _ - Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. - ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS I�f A>�IUI=ACTUfi�fic - Architect to review Truss Shop Drawings fi rlor to construction for layiout and uplift verification - Contractor to provide for Form Board Survecg and to provide Form Board Surveg to Truss COmpantg prior to truss construction - Contractor to allow for draftstopping evercg 3000 > sq. ft. — Draftstopping not to occur in ANY part of hipped roof Simpson HETA 20 hurricane anchor at each truss f 24" o.c.) supporting Max. 1810 tbs. uplift A A 11 I 1� 1, Il..aa/I til!'■;3ii■■!tilll�i�lli�ii�fq■!�i■&"iI;I;�ffiI■i�E 1� INS if 4 I \ la 8" dqwwd railed to Isic eo truimung 13d ails 5t l o. f r jdr I I i i iftst Dppiig p N oted A tion 0.-10G2.5 ml n C ru at g C mp n !� v nt ge J_ Sanln s6an metil ooln 011 301 f fe t n q 2' GEW ;lguoo nalleli 1 O.c Ir f1 Id an n dces w/ 8 rin Siam typtal ro fin ail ft"T" !i �I■ Mi"A �Wnl I I U3 r Q1 QI r Cp t Z A TA ye anchor at each truss o.c.) supporting Max hurricane anchor at each truss f 24" o.c.) supporting Max. 1810 Ibs. uplift 1810 lbs. uplift THESE PLANS AND ALL PROPOStu WUHK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT.; MAYBE NECESSARY IN ORDER TO.. `COMPLY WITH ALL APPLICABLE CODES.` Braden Braden AIA, PA Architects - Planners Shopping Center for: ' Date Drawn : 3-05-01 Sheet Comm # 411 Coconut Avenue Tel : (172) 28-1-8258 Fax : (112) 281-8283 Ci4RLTON SQ l..I'ARE Revisions i-IS-O�R Stuart, FL 34996 UAACC00032 St. Lucie Countcq, Florida OF 13. 0 Conti S1dew TYPICAL UNIT FLOOR PLAN +�B _ 7-ir& D�partmint Knox Box FE _ Firs Tount&d �o" ,4.F.F. Extingulsh&rs to SEC — L! SITE ADDRESSES SHALL BE PLACED CONSPICUOUSLY ON THE FRONT OF THE STRUCTURE, SO THE NUMBERS CAN BE SEEN PLAINLY FROM THE STREET NUMBERS SHALL NOT BE LESS THAN SIX INCHES iN HEIGHT AOC Un1t 2'xL"c�a 24" o.c. b/8' drywall Pr° each rovide 7XV Ledger w I/2' din. x 2" Lag Bolts at each Stud ro smij to O OD 2' R-1 f f t a i/" COX plywood sub —flooring x:rewed to 2' x G" Joists. •ide Simpson ST6215 at stud fide (2) 2' x 4' Top plate w/ son SPL or equal at each stud op Plate connection drywall over 4 wood studs at IL' o.c. with Batts insulation rovide 2' x 4" PT Bottom plate w/ unison SPL or equal a,, each stud Bottom Plate connection and 1/2" dia. anchor bats t 32' o.c. w/ 2' washer at plate to concrete connection 1111-1111 IIIT IIIl Ott fill I' " concrete slab with fibermesh OR —IIII—fill—ii i— 0"' #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill :Dectlon Thru Tuwcal Bathroom SCALE: 1/4" = 1'-O" L L D&sign U333 Tenant Seperation gall - i Hour SCALE 3/4" = 1'-0" 2" X 6" Studs at 16" o.c. effectively crossed braced ?. 5/8" thick Type "X" Drywall, 4 ft Wide, applied vertically or horizontallc , screw attached to studs and plates with 1 I/4' long Type "W" ! steel screws spaced 12" o.c. *Drywall must bear the UL Classification Mark 3. R-11 Batts Insulation bearing the UL Classification Mark SCALE: 1/4" = I'-0" Interior Elev at Tcgpical Bathroom SCALE: 1/4" = 1'-0" metalic pip 2" thick hollow cglindri, heavy density fiberglaf unit w/ all service jac Grab Bar 34" A.,F.F. 54" Min. 54" Mln. Tublcal Bathroom Detail 5/8" tyibe "x" drywall on 2"x6' metal studs see typlcal section Wire Mesh Sleeve Typical Bathroom Notes: Jacking rod t id w/ firecode caulk Through —Penetration Fire Stop Detail UL Design # W—L-5132 SCALE 3/4" = I'-O" THESE FLANS AND ,ALL PROPObr-U VVUhi w ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY MELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO `COMPLY WITH ALL APPLICABLE CODES: 11 _ 1'-011 I. Toilet paper Holder = American Specialties model # 02�3-1,4 contractor to provide blocking so holder is 19" A.F.F. ecialties Model # 0535-1830 fixed 2. Mirror = American Sr8" angle tilted mirror ( x 30") insert size code = A Contractor to provide blocking so mirror will be -40" A.F.F. ( max.) 3. 3�"long grab bar = American S ecialtles Model :43800 Using type Ol configuration as s> own in details. Framing Contractor to provide blocking 4. 42"long grab bar = American Specialties Model 93800 using type 02 configuration as shown in details. 1AS1'ENERSQAATTACHME115 ARE THE RESPONSIBILITY OF THE Framing Contractor to provide blocking. CONTRACYOROfRECORO Port St. Lucie Building Department Product Approval Submittal Affidavit Building Permit: Building Address: Contractor: Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows do Skylights Opening product Model # Manufacturer Glass Attachment method TT TT EEaspiration Design Pressure ID # Date of Approved Tests 1-� Circle Top/ F-6000 PGT 3/Ib" 3/I6" dia. x 3' Tepcons w/ min. 1 1/2" penetration at -13-II ± 58.0 PSF Fixed 12" o.c. max and 4" o.c. max from each corner thru PT BuckA. Aluminum French Door F0-101 PGT 3/I6" Tempered 3/I4" dia. x 3' Tapcons w/ min. 1 1/2" penetration at 3-4-10 + 40.0 PSF — 12" o.c. max and 4" o.c. max from each corner thru PT Buck B Galvanized $818 Thermatru 3/I6" dia. x 3' Tapcons w/ min. 1 1/2" penetration at 2-28-I1 t49.2/-65.G PSF Steel 12" o.c. max and L" o.c. max from each corner thru PT Buck Product Model # Manufacturer Attachment Method Lzpiration Design Pressure Date of Approved Tests Connect Mull to Clips w/ #12 SMS screws staggered and Mullions I" x 2 3/4" x .315" PGT connect clips to Buck with 3/14" dia x 3" Tapcons with 4-28-II ± 55.0 PSF o✓" N"m. _ ,»w..J-L/Z' penetration thru PT Buck Roof 5-V Crimp Metal South Florida Metal Su It Per Plans Florida Product Approval #FL 6309.1-RI 12-01-11 Roof Panel pp 9 Siding STUCCO STUCCO Soffit STUCCO STUCCO - Hurricane Panels Galvanized Steel Storh Panels Eastern Metal Bertha ' 1/ 4" 0 Tapcons with min. 1-3/4" embedment at b" o.c. NOA # 03-0423.02 01-31-08 ±210 PSF _ SEAL I have revie-oTed the above and approved it. ( Architect or Engineer of Record ) Name: Daniel R. Braden AIA Signature: Certification Number: 9770 Date: Braden It Braden AIA, FA Architects — Manners 411 Coconut Avenue Tel ; (112) 281-8258 Fax (-1-12) 28"1-8283 n Stuart, FL 34996 UAAC000032 Pre —Engineered Trusses aj24" o.c. ( see roof plan) 5/8" Thick Type "X" D wall, 48" wide installed with the long dimension perpendicular to resilent channels with I" long Type S" screws spaced 12" o.c. an located a min I/2" from aide Jonts and 3" from the end an s. At the end Joints, two resilient channels are used, ext--ndii gg a min. L" beyond both ends of the Joint. when Insulation is us d on the bottom cord, the screws shall be installed at 8" o. . ti �I Provide 2 Cat in Wall for wall rigidity c._ Q� 4" concrete slab with fibermesh OR 6 x6 4I0/101 WWM on 10 mil Visqueen over clean comp cted termite treated fill Furring Channels — Resilient channels 3/8" d X 2-3/8" w at the base and I-3/8" w at the face, formed from .020" thick galv. steel spaced 12" o.c. installed perpendicular to trusses yes R-11 batts insulation between tenant spaces also at typical bathrooms. 2"x6" wood blocking vertically on edge to be used for grab bars 5/8" drywall on 2"x6" metal studs at 16" o.c. W � 111�JI� vinyl base T�plcal interior Non —Bearing Wall Detail NITS hopping Center for: CARLTON SOIJ R St. Lucie County, Florida Date Drawn 3-05-01 Revisions 9--21-01 Sheet D - I OF 11. Comm # 06 -33 )sum wallboard 2 1/2" wood trim `2 „ x4 " Wood Suck Note: all doors to be prehung teal - i nt&rior [Door ED&tall NOA # 06-1002.15 Union Corrugating Company Advantage 11 Standing Seam Metal Roofing on 301b felt on 19732" CDX plywood nailed at o.c, in field and 4" on edges w/ 8d ring shank typical roofing nails Simpson HETA 20 or equal hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift Galy-Alum Metal drip and Fascia on 2" x 8" p.t. fascia Provide white PVC Soffit Vent at lo'-0" O.C. 1/2" thick stucco on 3/8" hi -rib lath attached to horizontal and vertical wood framing with nails to provide no less than 1-3/4" penetration into horizontal wood framing and 3/-4" penetration into vertical wood framing members 12 NTS 12" x 12" concrete column block on IL" x IL" concrete column block filled with concrete and (-4) #5 bars vert_ (see column banding detail on sheet 2.) JP' .• 4" concrete slab with fibermesh OR grade '' 6"x edf l over clean l compacted termit treated u ill t jci� �1I� IIII illl �� �� ���� o : o.,•®� I__I1111 ITIIII Iiil 111i 6" x 36" x 18" concrete footing w/ 5 #5 bars each way FRE-ENGINEERED TRUSSES 8 24"o.c. TYPICAL ( shop drawings by manufacturer ) �-30 Batts insulation in bottom chord of trusses 5/8" tope X drywall screwed to metal track ( see interior Wall Detail — Page D—I ) I Two mows of Beam Block filled w/ I concrete and 1 41 bar cont. In each row I Hook Vertical bar over top bar w/ #5 90' bend bar w/ a 10" min. lap at top bar I 5/8" thick light textured I 1/2" drywall over stucco on typical concrete I x furring strips at IL o.c. with block construction I Taylor Foam between on 8" concrete block #5 bar vert. w/ 30" overlap at each filled cell Run stucco 12" below bottom of block Grade I ( ( 45 bar vert. at filled cell I ( see floor plan for location ) i concrete slab with fibermesh OR xi�" .U10/10 WWM on 10 mll Visqueen ove it clean compacted termite treated fill II L" base I _III RO I I EO I I N II I I III:- -IIII-IIII-IIII-IIII=_III •: ���'��_:.•. '�; �:�'•:=:�.�-�' �' =III I-1I I I=III I=IIII III i l .;J�,,..�:��:�;.:;�,.. •:��...:o•' —IIII-IIII=IIII-IIII=111 S E C 710 \ AT E /4 F,,, SECTION AT PORCH COLUMN NOA # 0L-1002.15 I". - Union Corrugating Company Advantage- Lok II Standing Seam Metal Roofing on 301b felt on 19/32" CDX plywood nailed at L o.c. in field and on edges w/ 8d ring shank typical roofing nails. Simpson HETA 20 or equal 12 hurricane anchor at each truss 1 24" o.c.) supporting Max. .41810 lbs. uplift Galt' -Alum Metal drip and Fascia on 2" x 8" p.t. fascia 1/2" thick stucco on 3/8" hi -rib lath / attached to horizontal and vertical wood framing with nails to provide _---- no less than 1-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members Typical Sandin / (see typ. detail) 12" x 12" concrete column block on I'll iL" x iL" concrete column block filled with concrete and (4) 45 bars vert. (see column banding detail on sheet 2. 2411w x 2,4"d concrete monolithic footing with 3 - 1*5 rebar continuous Scale 3/4" - 1'-0" PRE-ENGINEERED TRUSSES AT 24"o,c. TYPICAL ( shop drawings by manufacturer ) Provide white PVC :7 offit Vent at 10'-()" o.c. perpendicular to the column \Two Rows of Beam Block filled with concrete and one #1 bar continuous in each row Pre —Cast Concrete Lintel (see roof plan for location and size) I Multi le Members As Req'd at Ja Sill Track—�� Fasteners As Req'd =--_. s' Each Side Of Jamb , Top Aid Bottom Track Splice NOA # OL-1002.15 Union Corrugating Company Advantage- Lok iI Standing Seam Metal Roofing on 301b felt on 19/32" CDX plywood nailed at L" o.c. in field and .4" on edges w/ 8d ring shank topical roofing nails Simpson HETA 20 or equal hurricane anchor at each truss ( 24" o.c.) supporting Max. 12 1810 lbs. uplift 4 sLOPE �_ Provide white PVC / Soffit Vent at 10' -O" o.c. Galt' -Alum Metal drip and Fascia on 2" x 8" p.t. fascia 1/2" thick stucco on 3/8" hi -rib lath attached to horizontal and vertical wood framing with nails to provide no less than 1-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members 5/8" thick light textured stucco on typical concrete block construction thicken edge to 8"x8" with concrete and one #5 bar continuous 4" concrete slab with .fibermesh OR 6"x6" 410/10 wwM on Io mil Visqueen over grade clean compacted termite treated fill sc re sidewalk at center of each coumn and at center point /between columns i ,, ,,IIII IIII ••:;�0" �:,,: , . IIII III 1 IIII 11111, , , • 11 - I I I I �. �:.• � '•,'�" ''.'��•I -IIII III II Screws As Req'd /--'Section of Stud Extend Closure Track As Required For Sill Connection and Jamb Strength `--Bottom Track NTS NTS THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT. MAY BE NECESSARY IN ORDER TO ::= COMPLY WITH ALL APPLICABLE CODES.°, PRE-ENGINEERED TRUSSES 9 24"o.c. TYPICAL ( shop drawings by manufacturer ) R-30 batts insulation / In bottom chord of trusses 5/8" type X drywall screwed to metal track ( see interior wall Detail - Page D-I ) Two Rows of Beam Block filled w/ oncrete and 1 41 bar cons. CONCEALED FASTENERS OR in each row ARETHE RESPONSIBILI CONTRACTOR OF RECORD Hook Vertical bar over top bar w/ 45 900 bend bar w/ a 10" min. lap at top bar 1/2" drywall over i"x furring strips at 14" ox. with Taylor Foam between on 8" concrete block 00 95 bar vert. at filled cell ( see floor plan for location ) Provide #5 bars at 8" o.c. hooked into filled cell below and #5 bars at L" o.c. horizontal ACHME OF THE I I I I 1 I I Is 2,_O„ ,y -I m 45 bar veil. w/ 4" concrete slab with fibermesh OR 30" overlap I �"x6" #10/10 wwM on 10 mil Vi queer over at each filled cell7�1 clean compacted termite treate fill Grade .,--—.'--•— - 'EM 00 III I•: 1,: ,,:f`..•'.,` ',�.~'...' I I III- Run stucco 12" below l I bottom of block 1111 1111 i— 24% x 18d" cone. monolithic footing w/ (3) #5 bars cont. 6" x 36" x 18" concrete footing w/ 5 95 bars each way F'ORC�� SECTi\ /4T i�0FUFSECTiON �T Scale : 1/2" Scale : 1/2" = 1'-0" TRUSS CCNNECTOR SPECIFICATION CH -ART Truss ID Bearing Truss Point Actual Uplift Connector Design Uplift Connector ID Fasteners Truss to Truss 15 Ibs NAIL TRUSS TO TRUSS PER TRUSS MANUFACTURERS SPECS J 1 Truss to Truss 83 Ibs NAiL TRUSS TO TRUSS PER TRUSS MANUFACTURERS SPECS CBS WALL 343 Ibs 1810 lbs I HETA 20 (10)-I0d X 1 1/2" NAILS and 4" strap embedment B J 3 Truss to Truss 116 Ibs NAIL TRUSS TO TRUSS PER TRUSS MANUFACTURERS SPECS Truss to Truss 115 lbs NAIL TRUSS TO TRUSS PER TRUSS MANUFACTURERS SPECS CBS WALL 341 Ibs 1810 Ibs I HETA 20 (10)-lOd X 1 1/2" NAILS and 4" strap embedment B J Truss to Truss 54 Ibs NAIL TRUSS TO TRUSS PER TRUSS MANUFACTURERS SPECS Truss to Truss 190 Ibs NAIL TRUSS TO TRUSS PER TRUSS MANUFACTURERS SPECS CBS WALL 410 Ibs 1810 lbs I HETA 20 (10)-IOd X 1 1/2" NAILS and 4" strap embedment J, Truss to Truss 83 lbs NAIL TRUSS TO TRUSS PER TRUSS MANUFACTURERS SPECS Truss to Truss 174 Ibs NAIL TRUSS TO TRUSS PER TRUSS MANUFACTURERS SPECS CBS WALL 441 ibs 1810 ibs I HETA 20 (10)—I0d X 1 1/2" NAILS and 4" strap embedment CI �l Truss to Truss 10 Ibs NAiL TRUSS TO TRUSS PER TRUSS MANUFACTURERS SPECS CBS WALL 113 Ibs 1810 Ibs HETA 20 (10)-I0d X 1 1/2" NAILS and 4" strap embedment C J Truss to Truss 18 Ibs NAIL TRUSS TO TRUSS PER TRUSS MANUFACTURERS SPECS Tr. to Tr Top 338 Ibs %5 Ibs SUR26 (L)-10dxl.5" into Joist and (6)-Ibd into Girder CBS WALL 1026 Ibs 1810 Ibs HETA 20 (10)-I0d X 1 1/2" NAILS and 4" strap embedment C J q Truss to Truss 262 Ibs NAIL TRUSS TO TRUSS PER TRUSS MANUFACTURERS SPECS Tr. to Tr Bottom 515 Ibs 765 Ibs SUR26 (6)-IOdxl.5" into Joist and (6)-Ibd into Girder CBS WALL 12 lbs 1810 Ibs HETA 20 (10)-lOd X 11/2" NAiLS and 4" strap embedment C J S Truss to Truss 271 Ibs NAIL TRUSS TO TRUSS PER TRUSS MANUFACTURERS SPECS Column - End 5214 Ibs 9400 Ibs FGTR at each side of truss (36)-SDS 1/4" x 3" and (4)-1/2" x 5" Titer HD Column - End 4922 lbs 9400 Ibs FGTR at each side of truss (36)-SDS 1/4" x 3" and (4)-1/2" x 5" Titer HD Column - End 5598 Ibs 9400 Ibs FGTR at each side of truss (36)-SDS 1/4" x 3" and (4)-I/2" x 5" Titer HD F G B Column - End 5190 Ibs 9400 Ibs FGTR at each side of truss (36)-SDS 1/4" x 3" and (4)-1/2" x 5" Titer HD Column - End 1274 Ibs 1810 ibs HETA 20 (10)-I0d X 1 1/2" NAILS and 4" strap embedment �i C Column - End 1368 Ibs 1810 Ibs HETA 20 (10)-10d X 1 1/2" NAILS and 4" strap embedment Column - Center 3903 Ibs 5000 Ibs FGTR (18)-SIDS 1/4" x 3" and (2)-1/2" x 5" Titer HD Column - End 8079 lbs 9400 Ibs FGTR at each side of truss (36)-SDS 1/4" x 3" and (4)-1/2" x 5" Titer HD C 31 CBS WALL 6083 Ibs 9400 Ibs FGTR at each side of truss (36)-SDS 1/4" x 3" and (4)-1/2" x 5" Titer HD Cj CBS WALL 841 Ibs 1810 ibs HETA 20 (10)-I0d X 1 1/2" NAILS and 4" strap embedment CBS WALL 1512 lbs 1810 Ibs HETA 20 (10)-I0d X 1 1/2" NAILS and 4" strap embedment H 111 CBS WALL 82L Ibs 1810 Ibs HETA 20 (10)-10d X 1 1/2" NAILS and 4" strap embedment Set on Truss 409 The 1450 ibs HTS20 (24)-I0d X 1 1/2" NAILS H 113 Set on Truss 405 lbs 1450 Ibs HTS20 (24)-I0d X 1 1/2" NAILS CBS WALL 919 Ibs 1810 Ibs HETA 20 (10)-10d X 1 1/2" NAiLS and 4" strap embedment �--113I CBS WALL 1586 Ibs 1810 ibs HETA 20 (10)-I0d X 1 1/2" NAILS and 4" strap embedment CBS WALL 162 Ibs 1810 Ibs HETA 20 (10)-10d X 1 1/2" NAILS and 4" strap embedment Set on Truss 393 Ibs 1450 Ibs HTS20 (24)-iOd X 1 1/2" NAILS H 13 3 Set on Truss 393 Ibs 14130 Ibs HTS20 (24)-I0d X l 1/2" NAILS CBS WALL 651 Ibs 1810 Ibs HETA 20 (10)-I0d X 1 1/2" NAILS and 4" strap embedment CBS WALL 1454 Ibs 1810 Ibs HETA 20 (10)-I0d X 1 1/2" NAILS and 4" strap embedment CBS WALL 119 Ibs 1810 Ibs HETA 20 (10)-I0d X 1 1/2" NAILS and 4" strap embedment CBS WALL 458 Ibs 1810 Ibs HETA 20 (10)-I0d X 1 1/2" NAILS and 4" strap embedment H 1 1 CBS WALL 1344 Ibs 1810 lbs HETA 20 (10)-IOd X 1 1/2" NAILS and 4" strap embedment CBS WALL 188 lbs 1810 Ibs HETA 20 (10)-IOd X 1 1/2" NAiLS and 4" strap embedment CBS WALL 205 Ibs 1810 Ibs HETA 20 (10)-iOd X 11/2" NAILS and 4" strap embedment CBS WALL 1093 Ibs 1810 Ibs HETA 20 (10)-iOd X 1 1/2" NAILS and 4" strap embedment CBS WALL 831 lbs 1810 Ibs HETA 20 (10)-IOd X 1 1/2" NAILS and 4" strap embedment CBS WALL 142 Ibs 1810 ibs HETA 20 (10)-iOd X 1 1/2" NAILS and 4" strap embedment H 211 CBS WALL 121b Ibs 1810 Ibs HETA 20 (10)-10d X 1 I/2" NAILS and 4" strap embedment CBS WALL 199 Ibs 1810 Ibs HETA 20 (10)-I0d X 1 1/2" NAiLS and 4" strap embedment CBS WALL 1% Ibs 1810 Ibs HETA 20 (10)-10d X 1 1/2" NAILS and 4" strap embedment H 2 31 CBS WALL 1212 lbs 1810 Ibs HETA 20 (10)-I0d X 1 1/2" NAILS and 4" strap embedment CBS WALL 188 Ibs 1810 Ibs HETA 20 (10)-ICd X 1 1/2" NAILS and 4" strap embedment CBS WALL 138 Ibs 1810 ibs HETA 20 (10)-I0d X 1 1/2" NAILS and 4" strap embedment H 2 51 CBS WALL 1181 lbs 1810 lbe HETA 20 (10)-10d X 1 1/2" NAILS and 4" strap embedment CBS WALL 181 Ibs 1810 Ibs HETA 20 (10)-IOd X 1 1/2" NAILS and 4" strap embedment CBS WALL 248 Ibs 1810 Ibs HETA 20 (10)-10d X 1 1/2" NAILS and 4" strap embedment }--I 2 Sj I A CBS WALL 10% Ibs 1810 Ibs HETA 20 (10)-I0d X 1 1/2" NAILS and 4" strap embedment CBS WALL 198 Ibs 1810 ibs HETA 20 (10)-I0d X 1 1/2" NAILS and 4" strap embedment CBS WALL 229 Ibs 1810 Ibs HETA 20 (10)-iOd X 1 1/2" NAILS and 4" strap embedment {-I211 CBS WALL 1089 Ibs 1810 Ibs HETA 20 (10)-10d X 1 1/2" NAILS and 4" strap embedment CBS WALL 810 Ibs 1810 Ibs HETA 20 (10)-10d X 1 1/2" NAILS and 4" strap embedment CBS WALL 249 Ibs 1810 The HETA 20 (10)-10d X 1 1/2" NAILS and 4" strap embedment H 2 714 CBS WALL 1059 lbs 1810 lbs HETA 20 (10)-10d X 1 1/2" NAILS and 4" strap embedment CBS WALL 189 Ibs 1810 Ibs HETA 20 (10)-IOd X 1 1/2" NAILS and 4" strap embedment CBS WALL 110 ibs 1810 Ibs HETA 20 (10)-I0d X 1 1/2" NAILS and 4" strap embedment H 2 91 CBS WALL 1140 Ibs 1810 lbs HETA 20 (10)-I0d X 1 I/2" NAILS and 4" strap embedment CBS WALL 170 Ibs 1810 ibs HETA 20 (10)-I0d X 1 1/2" NAILS and 4" strap embedment CBS WALL 250 Ibs 1810 Ibs HETA 20 (10)-I0d X 1 1/2" NAILS and 4" strap embedment H 2 9 1 A CBS WALL 1041 Ibs 1810 Ibs HETA 20 (10)-I0d X 1 1/2" NAILS and 4" strap embedment CBS WALL 111 Ibs 1810 Ibs HETA 20 (10)-I0d X 1 I/2" NAILS and 4" strap embedment CBS WALL 189 lbs 1810 lbs HETA 20 (10)-I0d X 1 1/2" NAILS and 4" strap embedment H C� 3 5 CBS WALL 835 Ibs 1810 Ibs HETA 20 (10)-I0d X 1 1/2" NAILS and 4" strap embedment CBS WALL 3038 lbs 5000 Ibs FGTR (18)-SIDS 1/4" x 3" and (2)-1/2" x 5" Titer HD H CBS WALL 3289 Ibs 5000 Ibs FGTR (18)-SOS 1/4" x 3" and (2)-1/2" x 5" 71ten HO CBS WALL 3834 Ibs 5000 Ibs FGTR (18)-SDS 1/4" x 3" and (2)-1/2" x 5" 71ten HO H Ci 91 CBS WALL- orch 6129 ibs 9400 lbs FGTR at each side of truss (36)-SDS 1/4" x 3" and (4)-i/2" x 5" Titer HD Set on Truss 2936 Ibs 3485 Ibs LGT3-SDS2.5 (12)-SDS 1/4" X 2-1/2" into Girder t (26)-Ibd into truss 3 Set on Truss 2%3 Ibs 3485 lbs LGT3-SDS2.5 (12)-31)5 1/4" X 2-1/2" into Girder t (24)-Ibd into truss Truss to Truss Varies 405 ibs VTC2 (4)-I0d into Common Truss t (5)-iOd x 1-1/2" into Valley Truss H �/ 12 *PROVIDE ONE AT EACH END AND CENTER OF GABLE TRUSS Truss to Truss i Varies 1 406 Ibs VTC2 (4)-IOd mto Common Truss t (5)-10d x 1-1/2" into Valley Truss Hv i *PROVIDE ONE AT EACH END AND CENTER OF GABLE TRUSS Truss to Truss Varies 405 lba VTC2 (4)-IOd into Common Truss t (5)-lOd x 1-1/2" into Valley Truax \ / H Y 20 *PROVIDE ONE AT EACH END AND CENTER OF GABLE TRUSS CBS WALL 28L Ibs 1810 Ibs HETA 20 (10)-I0d X 1 1/2" NAILS and 4" strap embedment -f J n Truss to Truss 22 Ibs NAIL TRUSS TO TRUSS PER TRUSS MANUFACTURERS SPECS CBS WALL 419 Ibs 1810 lbs I HETA 20 (10)-I0d X 1 1/2" NAILS and 4" strap embedment J Truss to Truss 61 lbs t 133 Ibs NAIL TRU55 TO TRUSS PER TRUSS MANUFACTURERS SPECS CBS WALL 490 Ibs 1810 Ibs I HETA 20 (10)-I0d X 1 1/2" NAILS and 4" strap embedment J 9 Truss to Truss 129 Ibs t 239 [be NAIL TRUSS TO TRUSS PER TRUSS MANUFACTURERS SPECS Girder Truss 19 ibs Provide USP JUS24 at truss to truss connection per Truss Manufacturer's Specs J q A Truss to Truss 23 Ibs NAIL TRUSS TO TRUSS PER TRUSS MANUFACTURERS SPECS Truss to Truss 125 Ibs NAiL TRUSS TO TRUSS PER TRUSS MANUFACTURERS SPECS J S Truss to Truss 96 Ibs NAiL TRUSS TO TRUSS PER TRUSS MANUFACTURERS SPECS CBS WALL 322 Ibs 1810 ibs HETA 20 (10)-IOd X 1 1/2" NAILS and 4" strap embedment M H 112 CBS WALL 710 Ibs 1810 lbs HETA 20 (10)-IOd X 1 1/2" NAILS and 4" strap embedment Truss to Truss 610 Ibs Provide USP THD26 at truss to truss connection per Truss Manufacturer's Specs CBS WALL 344 lbs 1810 Ibs HETA 20 (10)-I0d X 1 1/2" NAILS and 4" strap embedment 11 H 13 2 CBS WALL 134 Ibs 1810 ibs HETA 20 (10)-I0d X 1 1/2" NAILS and 4" strap embedment Truss to Truss 625 Ibe Provide USP 71-1026 at truss to truss connection per Truss Manufacturer's Specs CBS WALL 358 ibs 1810 lbs HETA 20 (I0)-10d X 1 1/2" NAILS and 4" strap embedment M H i 2 CBS WALL 708 Ibs 1810 lbs HETA 20 (10)-lOd X 1 1/2" NAILS and 4" strap embedment Truss to Truss 631 Ibs Provide USP TH026 at truss to truss connection per Truss Manufacturer's Specs FCUT TRUSS MANUFACTURER: Space Coast Truss. Inc. LAYOUT: 1-14-01 SHEETS: 1-17-01 TRUSS CONNECTOR SF ECIFIC,4710N CH -,a RT Truss iD Bearing Point Truss Actual Uplift Connector Design Uplift Connector ID Fasteners CBS WALL IT Ibs 1810 Ibs HETA 20 (10)-lOd X 1 1/2" NAILS and 4" strap embedment M H i -12 CBS WALL 1104 Ibs 1810 Ibs HETA 20 (10)-IOd X 1 1/2" NAILS and 4" strap embedment Truss to Truss 519 Ibs Provide USP 7HD26 at truss to truss connection per Truss Manufacturer's Specs CBS WALL 154 Ibs 1810 lbs HETA 20 (10)-I0d X 1 1/2" NAILS and 4" strap embedment 1" 1 H 1 q 2 _ CBS WALL 1119 Ibs 1810 Ibs HETA 20 (10)-10d X 1 1/2" NAiLS and 4" strap embedment Truss to Truss 520 Ibs Provide USP 71­1026 at truss to truss connection per Truss Manufacturer's SPecs CBS WALL 856 Ibs 1810 Ibs I HETA 20 (10)-IOd X 1 1/2" NAILS and 4" strap embedment M H 212 Truss to Truss 814 Ibs Provide USP 7H02L at truss to truss connection per Truss Manufacturer's Specs CBS WALL 851 Ibs 1810 Ibs I HETA 20 (10)—I0d X 1 1/2" NAILS and 4" strap embedment M H 2 3 2 Truss to Truss 819 Ibs Provide USP THD2L at truss to truss connection per Truss Manufacturer's Specs CBS WALL 846 Ibs 1810 Ibs T HETA 20 (10)-IOd X 1 1/2" NAILS and 4" strap embedment 1" f H 2 S 2 Truss to Truss 884 Ibs Provide USP TH024 at truss to truss connection per Truss Manufacturer's Specs CBS WALL 840 Ibs 1810 Ibs HETA 20 (10)-I0d X 1 1/2" NAILS and 4" strap embedment M H 2 7 2 Truss to Truss 890 Ibs Provide USP "71­11)26 at truss to truss connection per Truss Manufacturer's Specs CBS WALL 834 ibs 1810 Ibs HETA 20 (10)-10d X 1 1/2" NAILS and 4" strap embedment M H 2 9 2 Truss to Truss 8% Ibs Provide USP '7HD26 at truss to truss connection per Truss Manufacturer's Specs CBS WALL 832 ibs 1810 ibs I HETA 20 (10)-I0d X 1 1/2" NAILS and 4" strap embedment M H 312 Truss to Truss 899 Ibs Provide USP 7HD26 at truss to truss connection per Truss Manufacturer's Spec 5 CBS WALL 141 ibs 1810 Ibs HETA 20 , (10)-I0d X 1 1/2" NAILS and 4" strap embedment M H 3 3 2 Truss to Truss %6 Ibs Provide USP TH026 at truss to truss connection per Truss Manufacturer's Specs CBS WALL 155 Ibs 1810 Ibs I HETA 20 (10)-I0d X 1 1/2" NAILS and 4" strap embedment M H 3 5 2 Truss to Truss 161 Ibs Provide USP 'rHD26 at truss to truss connection per Truss Manufacturer's Specs CBS WALL 21 Ibs 1810 Ibs HETA 20 (10)-I0d X 1 1/2" NAILS and 4" strap embedment M H 2 CBS WALL %15 The 9400 lbs FGTR at each side of truss (36)-SIDS 1/4" x 3" and (4)-1/2" x 5" Titer HD Truss to Truss 3298 Ibs Provide UPTURNED USP THD26 at truss to truss connection per Truss Manufacturer's Specs CBS WALL 155 Ibs 1810 Ibs HETA 20 (10)-I0d X 1 1/2" NAILS and 4" strap embedment T i CBS WALL 1143 Ibs 1810 Ibs HETA 20 (10)-I0d X 1 1/2" NAILS and 4" strap embedment CBS WALL 151 lbs 1810 Ibs HETA 20 (10)-I0d X 1 1/2" NAILS and 4" strap embedment CBS WALL 664 Ibs 1810 Ibs HETA 20 (10)-IOd X 1 1/2" NAILS and 4" strap embedment T I O Truss to Truss 516 Ibs Provide USP HJC26 at truss to truss connection per Truss Manufacturer's Specs CBS WALL 633 Ibs 1810 Ibs HETA 20 1 (10)-I0d X 1 1/2" NAILS and 4" strap embedment TII Truss to Truss 569 Ibs Provide USP HJC26 at truss to truss connection per Truss Manufacturer's Specs CBS WALL 600 Ibs 1810 Ibs HETA 20 00)-I0d X 1 1/2" NAILS and 4" strap embedment T 12 Truss to Truss 564 Ibs Provide USP HJC26 at truss to truss connection per Truss Manufacturer's Specs CBS WALL 5b6 lbs 1810 Ibs I HETA 20 (10)-10d X 1 1/2" NAILS and 4" strap embedment T 13 Truss to Truss 561 Ibs Provide USP HJC26 at truss to truss connection per Truss Manufacturer's Specs CBS WALL 529 Ibs 1810 Ibs I HETA 20 (10)-I0d X 1 1/2" NAiLS and 4" strap embedment T 14 Truss to Truss 561 Ibs Provide USP IHJC26 at truss to truss connection per Truss Manufacturer's Specs CBS WALL 169 ibs 1810 Ibs HETA 20 1 (10)-10d X 1 1/2" NAILS and 4" strap embedment T 1 A CBS WALL -porch 1026 ibs 1810 Ibs HETA 20 (10)-IOd X 1 1/2" NAILS and 4" strap embedment Truss to Truss 252 Ibs Provide USP '7HD26 at truss to truss connection per Truss Manufacturer's Specs CBS WALL 169 Ibs 1810 Ibs HETA 20 (10)-I0d X 1 1/2" NAILS and 4" strap embedment T 1 A D CBS WALL 1026 Ibs 1810 lbs HETA 20 (10)-10d X 1 1/2" NAiLS and 4" strap embedment CBS WALL 252 Ibs 1810 ibs HETA 2C (10)-lOd X 1 1/2" NAILS and 4" strap embedment CBS WALL 151 ibs 1810 Ibs HETA 20 (10)-I0d X 1 1/2" NAILS and 4" strap embedment T 1 D CBS WALL 1143 Ibs 1810 lbs HETA 20 (10)-I0d X 1 1/2" NAILS and 4" strap embedment CBS WALL 155 Ibs 1810 Ibs HETA 20 (10)-10d X 1 1/2" NAILS and 4" strap embedment CBS WALL 689 Ibs 1810 ibs HETA 20 (10)-I0d X 1 1/2" NAILS and 4" strap embedment 720 Truss to Truss 596 Ibs Provide USP HJC26 at truss to truss connection per Truss Manufacturer's S ece CBS WALL 709 ibs 1810 The HETA 20 (10)-IOd X 1 1/2" NAILS and 4" strap embedment T 21 Truss to Truss 638 ibs Provide USP HJC26 at truss to truss connection per Truss Manufacturer's Specs CBS WALL 121 Ibs 1810 ibs I HETA 20 (10)-I0d X 1 1/2" NAILS and 4" strap embedment T 2 2 Truss to Truss 680 Ibe Provide USP HJC26 at truss to truss connection per Truss Manufacturer's Specs CBS WALL 742 ibs 1810 Ibs I HETA 20 (10)-10d X 1 1/2" NAILS and 4" strap embedment T 2 3 Truss to Truss 121 Ibs Provide USP HJC26 at truss to truss connection per Truss Manufacturer's Specs CBS WALL 169 ibs 1810 Ibs HETA 20 (10)-I0d X 1 1/2" NAILS and 4" strap embedment T 2 CBS WALL 1013 Ibs 1810 Ibe HETA 20 (10)-I0d X 1 1/2" NAILS and 4" strap embedment CBS WALL 111 Ibs 1810 lbs HETA 20 (10)-10d X 1 1/2" NAILS and 4" strap embedment T 2 CBS WALL 911 Ibs 1810 lbs HETA 20 (10)-I0d X 1 1/2" NAILS and 4" strap embedment CBS WALL 184 Ibs 1810 Ibs HETA 20 (10)-10d X 1 1/2" NAILS and 4" strap embedment 728 CBS WALL lob Ibs 1810 lbs HETA 20 (10)-I0d X 1 1/2" NAILS and 4" strap embedment CBS WALL %2 Ibs 1810 Ibs HETA 20 (10)-10d X 1 1/2" NAiLS and 4" strap embedment 729 Truss to Truss 616 Ibe Provide USP HJC26 at truss to truss connection per Truss Manufacturer's Specs Set on Truss 379 Ibs 1450 Ibs HTS20 (24)-I0d X 1 1/2" NAILS 73 Set on Truss 319 Ibs 1450 Ibs H7520 (24)-I0d X 1 1/2" NAILS CBS WALL 135 ibs 1810 ibs HETA 20 (10)-10d X 1 1/2" NAILS and 4" strap embedment T30 Truss to Truss 641 ibs Provide USP HJC26 at truss to truss connection per Truss Manufacturer's Specs CBS WALL 108 Ibs 1810 Ibs HETA 20 (10)-10d X 1 1/2" NAiLS and 4" strap embedment T 31 Truss to Truss 601 Ibs Provide USP HJC26 at truss to truss connection per Truss Manufacturer's Specs CBS WALL 619 Ibs 1810 Ibs I HETA 20 (10)—IOd X 1 1/2" NAILS and 4" strap embedment T 3 2 Truss to Truss 519 Ibs Provide USP HJC26 at truss to truss connection per Truss Manufacturer's Specs CBS WALL 649 Ibs 1810 ibs i HETA 20 (10)-i0d X 1 1/2" NAILS and 4" strap embedment T33 Truss to Truss 612 ibs Provide USP HJC26 at truss to truss connection per Truss Manufacturer's Specs d CBS WALL 611 Ibs 1810 lbs HETA 20 (10)-I0d X 1 1/2" NAILS and 4" strap embedment �T 73.4 3 Truss to Truss 566 Ibs Provide USP HJC26 at truss to truss connection per Truss Manufacturer's Specs CBS WALL 583 ibs 1810 lbs HETA 20 (10)-IOd X 1 1/2" NAILS and 4" strap embedment T 3 5 Truss to Truss 562 Ibs Provide USP HJC26 at truss to truss connection per Truss Manufacturer's Specs CBS WALL 548 Ibs 1810 Ibs I HETA 20 (10)-I0d X 1 1/2" NAILS and 4" strap embedment T 3 � Truss to Truss 561 Ibe Provide USP HJC26 at truss to truss connection per Truss Manufacturer's Specs CBS WALL 161 Ibs 1810 Ibs HETA 20 (10)-I0d X 1 1/2" NAILS and 4" strap embedment T 3 CBS WALL 1153 Ibs 1810 Ibs HETA 20 (10)-I0d X 1 1/2" NAILS and 4" strap embedment CBS WALL 110 lbs 1810 ibs HETA 20 (10)-10d X 1 1/2" NAILS and 4" strap embedment 74 CBS WALL 994 Ibs 1810 Ibs HETA 20 (10)-10d X 1 1/2" NAILS and 4" strap embedment .1. CBS WALL ill lbs 1810 Ibs HETA 20 (10)-iOd X 1 1/2" NAILS and 4" strap embedment CBS WALL 841 Ibs 1810 Ibs HETA 20 (10)-I0d X 1 1/2" NAILS and 4" strap embedment CBS WALL 116 Ibs 1810 Ibs HETA 20 (10)-I0d X 1 1/2" NAiLS and 4" strap embedment 7 Truss to Truss 693 Ibs Provide USP HJC24 at truss to truss connection per Truss Manufacturer's Specs CBS WALL 749 Ibs 1810 ibs I HETA 20 (10)-I0d X 1 1/2" NAILS and 4" strap embedment 77 Truss to Truss 658 ]be Provide USP HJC26 at truss to truss connection per Truss Manufacturer's Specs CBS WALL 122 Ibs 1810 Ibs HETA 20 (10)-10d X 1 1/2" NAILS and 4" strap embedment 78 Truss to Truss 624 Ibe Provide USP HJC26 at truss to truss connection per Truss Manufacturer's Specs CBS WALL 693 Ibs 1810 lbs HETA 20 (10)-I0d X 1 1/2" NAILS and 4" strap embedment 79 Truss to Truss 590 Ibs Provide USP HJC26 at truss to truss connection per Truss Manufacturer's Specs T S CBS WALL 390 lbs 1810 ibs THETA 20 (10)-10d X 1 1/2" NAILS and 4" strap embedment TRUSS MANUFAC-7URER: Space Coast Truss. Inc. - LAYOUT: 1-1b-Ol CUT SHEETS: 1-I1-01 TRUSS CONNECTOR SFECiFIC�470N CH-,4RT Truss ID Bearing Point Truss Actual Uplift Connector Design Uplift Connector ID Fasteners VIII Truss to Truss Varies 405 Ibs VTC2 (4)-I0d into Common Truss and (5)-I0d x 1-1/2" Into Valley Truss *PROVIDE ONE AT EACH END AND CENTER OF GABLE TRUSS Y 12 Truss to Truss I Varies 1 405 Ibs I VTC2 (4)-I0d into Common Truss and (5)-10d x 1-1/2" into Valley Truss *PROVIDE ONE AT EACH END AND CENTER OF GABLE TRUSS y1 1 Truss to Truss I Varies 405 Ibs I VTC2 (4)-iOd into Common Truss and (5)-I0d x 1-1/2" into Valley Truss *PROVIDE ONE AT EACH END AND CENTER OF GABLE TRUSS v 21 Truss to Truss I Vanes 1 405 Ibs I VTC2 (4)-I0d into Common Truss and (5)-10d x 1-1/2" into Valley Truss *PROVIDE ONE AT lft on center on GABLE TRUSS v 4 Truss to Truss I Varies 1 405 Ibs V7C2 (4)—iOd into Common Truss and (5)—I0d x 1-1/2" into Valley Truss *PROVIDE ONE AT EACH END OF GABLE TRUSS v Truss to Truss Varies 409 Ibs VTC2 (4)—I0d into Common Truss and (5)—I0d x 1-1/2" into Valley Truss *PROVIDE ONE AT EACH END OF GABLE TRUSS v 8 Truss to Truss I Varies 405 lbs VTC2 (4)—I0d into Common Truss and (5)-10d x 1-1/2" into Valley Truss *PROVIDE ONE AT EACH END OF GABLE TRUSS TRUSS MANUFACTURER: Space Coast Truss. inc. LAYOUT: 1-14-01 CUT SHEETS: 1-1-1-01 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT ' MAY BE NECESSARY IN ORDER TO A COMPLY WITH ALL APPLICABLE CODES.`' FILE COPY CONCEALED FAST NE;S OR PONSIBILiT11 OF THE NTS ARE THE RES CONTRACTOR OF RECORD Sraden � Bream AAA, FA Shopping Center for: Date Drawn : Sheet Architects - Planners 1-18-07 411 Coconut Avenue CARLTON SOU/4RE RevlslonsT_ Tel : (772) 2818258 Fax : (112) 281-8283 Stuart, FL 3499� 1* AAC000032 St. Lucie Counted, Florida OF II. Comm # 06 -33 25'_O„ Top of Platform at 1'-8" Above Grade Typical double gsided Fluorescent-! back -lit tenant sign by sign manufactu with plaza name sign, above FLOOR FLAN 2'-O" Top of Platform at 1'-8" Above Grade bD Top of Platform 1 at N P-8" Above Grade I o0 00 N L- -- I 25'-O" 18'-8" 1; " x 16" concrete column block filled with / concrete and (4) #5 bars vertical Topical Garden wall at 1' -8" high typical Topical Garden wall at I"-8" high topical Provide 18" deep Pad Footing with #5 bars at 12" each wag FCUND 4TICN P_AN Top of Platform at 1'-8" Above Grade W N �- 00 0o I j- i i °° --- —I N 1. Any changes to plans must be submitted to the architect SCALE: i/4" = I'-O" SCALE: 114" = 1'-01' for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all PRE-ENGINEERED TRUSSES notation and dimensions before starting construction. AT 24"o.c. TYPICAL 3. Soil conditions assumed to be 2500 psf. Should any other Simpson HETA 20 ( shop drawings bg manufacturer) conditions be encountered, the architect shall be notified in hurricane anchor at each truss NOA # 0�-1002.15 writing for revisions. ( 24" o.c.) supporting Max. 12 Union Corrugating Company Advantage-Lok Ii Standing Seam Metal Roofing on 301b 4. Contractor to provide for Form Board Survey - Form Board Surve y 1810 lbs. uplift �- �{ SLOPE felt on i9/32" CDX plywood nailed at to be provided to Truss Company prior to truss construction 6" o.c. in field and 4" on edges w/ 8d ring shank typical roofing nails Galt' -Alum Metal drip and l=ascia on 2" x 6" p.t. borate fascia 1/2" thick stucco on 3/8" hi -rib lath attached to horizontal and vertical wood i framing with nails to provide no less than 1-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members Typical Fluorescent back -lit plaza name sign by sign manufacturer 16" x 16" concrete column block filled with concrete and (4) 45 bars vert. with stucco finish and decorative stucco capital and base To match shopping center building's columns One row of beam block filled with concrete with one #5 bar continuous at 1'-8" above grade with 1/2" stucco finish and stucco cap -,Two Rows of Beam Block filled with concrete and one #5 bar continuous in each row Pre -Cast Concrete Lintel (see roof plan for location and size) Topical Banding (see typ. detail) STANDiNG TENANT SiGN REQUiREMIENTS FNEUMATIC NAiL_S: N W _ N H417A O hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift R 00 F FLAN NOA # 0�-1002JS Union Corrugating Company Advantage-Lok 11 PRE-ENGINEERED TRUSSES Standing Seam Metal Roofing on 301b AT 24"o.c. TYPICAL felt on 19/32" CDX plywood nailed at ( shop drawings bg manufacturer) 6" o.c. in field and 4" on edges w/ 8d ring shank typical roofing nails Simpson HETA 20 hurricane anchor at each truss ( 24" o.c.) supporting Max. H T,4 I Iibrw11 IV (`1 "4 Provide Two Rows of Beam Block fillet with concrete and one 45 bar cont. in each row with 8" precast lintel below — Overhangs at 2'-0" unless otherwise noted on this sheet — Roof pitch at 4:12 unless otherwise noted on this sheet — Truss shop drawings to be provided by manufacturer — Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. — ALL TRUSS TO TRUSS CONNE.CTiONS BY TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Prior to construction for layout and uplift verification — Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction Pneumatic or Mechanicallg Driven Nails will be 1.) Use a minimum of 9" and a maximum of 2� 11 letter height for ALL signs accepted under the following conditions: 2.) Locate sign perpendicular to the street_ 1. Minimum Nail Size = 8d Common Nails g p p 2. Minimum Sheathing Thickness 19/32" CDX Plgwood 3.) Identify the business name/logo and type of business on tenant signs. 4.) The colors and materials of the sign shall match that of the shopping center building. 5_) Reserve a min. of 10% of the sign face to ldentlfg the name of the development 21 tenant space signs provided at 2 x each = 210 sq ft, each side TOTAL. Tenant Signs = -420 sq. ft. > -400 sq. ft req'd r NOA # O�-1002.15 Union Corrugating Company Advantage-Lok 11 Standing Seam Metal Roofing on 301b g felt on Iq/32" CDX plywood nailed at - �'" o.c. in field and 4" on edges w/ 8d ring shank typical roofing nails Typical double sided Fluorescent back -lit tenant sign by sign manufacturer Typical double sided Fluorescent back -lit tenant sign bg sign manufacturer I N I I � I I Attachment of Sign to pedestal bg sign manufacturer One row of beam block filled with concrete with one #5 bar continuous at 1'-8" above grade with 1/2" stucco finish and stucco cap GRADE GRADE F9 I�7I I IIII IIII II I I III II II ( I o�. III III IIIMII I 11=1 I I 1 II I (2) rows of concrete bl6ek --1 I -III ILI I I (I III III , . , • I I ( ( to form pedestal with rebar , �'j i I , i i , IIII from column hooking into foundation T\ FIC/4L SECTION IITI:_�ITII11 4�!I�IIII�II_rl� Illli-liliilllllll llllllllJ_;I� �\ Provide ie-- deep Pa Footing with as bars at each y SCALE: 1/2" = 1'-0" Typical Fluorescent back -lit Plaza name sign by sign manufacturer Carlton Square L a. 4. S. L �. C. ". 20. 2. Ke Area Ede Field Zone I Zone 2 (it 6" Zone 3 6" Minimum Nail Size = 8d Common FRONT d REAR ELEVATION 12 SLOPE -4 21'-O" T.c A.F.F. SCALE: 1/4' = I'-O" Braden � Braden AiA, FA Architects - Manners -4I 1 Coconut Avenue Tel : ('112) 281-8258 Fax : (112) 28-1-8283 Stuart, FL 3�f` % #AAC000032 W, I Decorative Stucco Ba to match building bandii 16" x Ib" concrete column bic concrete and (4) #5 bars vi finish and decorative stucco To match shopping center bi 6" Decorative Stucco banding at garden wall and column platform ST FAFFING HETA20 Simpson HETA 20 hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift HET,4 20 SCHEDULE 12 .4 SLOPE THESE PLANS AND ALL PROPOSED WORK ARE SUEUECT TO A REQUIRED SY FIELD ! PE TORSIONS , k, THAT:: '> MAY BE NECESSAR IN ORDER TO COMPLY WITH ALL APP OCpBLE CODES, �. A -_ CONCEALED FASTENERS 08 ATTACIiMI ARE THE RESPONSiBILiTY OF THE j CONTRACTOR OF RECORD LEFT & RIGHT ELEVATION -010 SCALE: 1/141, Shopping Center for: CARLTON SO UARE St. Lucie County, Florida Date Drawn 3-05-06 Revisions R18-01 Sheet OF I1. Comm a 06-331 GENERAL NOTES: 06002-07 MECHANICAL SYMBOL LE DUCTWORK SYSTEM SYMBOLS HVAC ABBREVIATIONS SYMBOL DESCRIPTION ® max/ SUPPLY AIR DUCT SECTION (UP/DOWN) z z RETURN, OUTDOOR OR EXHAUST AIR DUCT SECTION (UP/DOWN) OUTDOOR AIR DUCT SECTION ((JP/DOWN) ® F7 zz EXHAUST AIR DUCT SECTION (I.1P/DOWN) RETURN, EXHAUST OR TRANSFER AIR FLOW SUPPLY AIR FLOW MD MOTORIZED DAMPER VD L MANUAL VOLUME DAMPER FD D--- FIRE DAMPER SD D---- SMOKE DAMPER AD ACCESS DOOR —� FLEXIBLE DUCT CONNECTION ELBOW WITH TURNING VANES SUPPLY DIFFUSER WITH 4-WAY BLOW SUPPLY DIFFUSER WITH 2-WAY SLOW SUPPLY DIFFUSER WITH QUADRA'JT BLOCK F-01 RETURN, TRANSFER OR EXHAUST GRILLE OR REGISTER ® EXHAUST FAN ROUND CEILING DIFFUSER LINEAR DIFFUSER CDP-I AIR DEVICE, TYPE AND CAPACITY 100 SQUARE TO ROUND TRANSITION EXISTING DUCTWORK OR EQUIPMENT TO REMAIN ------- EXISTING DUCTWORK OR EQUIPMENT TO BE REMOVED NEW DUCTWORK OR EQUIPMENT OROOF CENTRIFUGAL FAN, EXHAUST OROOF CENTRIFUGAL FAN, SUPPLY ELECTRIC DUCT HEATER —�-y- UNDERCUT CONTROL SYMBOLS THERMOSTAT - 5'-0 �-- " A.F. F. MOUNTING HEIGHT HUMIDISTAT - 5'-0" A.F.F. MOUNTING HEIGHT HVAC PIPING LEGEND CWR CONDENSER WATER RETURN CWS CONDENSER WATER SUPPLY CHWS CHILLED WATER SUPPLY CHWR CHILLED WATER RETURN HWS HOT WATER SUPPLY HWR HOT WATER RETURN ---------- REFRIGERANT PIPING —CD —CD — CONDENSATE DRAIN FROM COOLING COIL -- -- DOMESTIC COLD WATER G GAS PIPING A/C AIR CONDITIONING ACU AIR CONDITIONING UNIT A.F.F. ABOVE FINISHED FLOOR A.F.G. ABOVE FINISHED GRADE AHU AIR HANDLING UNIT ALUM ALUMINUM AMP AMPERE, AMPACITY ANSI AMERICAN NATIONAL STANDARDS INSTITUTE APPROX APPROXIMATELY ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATION AND AIR CONDITIONING ENGINEERS ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS ASTM AMERICAN SOCIETY FOR TESTING MATERIALS AUX AUXILIARY AVG AVERAGE BAS BUILDING AUTOMATION SYSTEM BCU BUILDING CONTROL UNIT BHP BRAKE HORSEPOWER BLDG BUILDING BTU BRITISH THERMAL UNIT BTUH BRITISH THERMAL UNIT PER HOUR CAP CAPACITY CC COOLING COIL CD CONDENSATE DRAIN CDP CEILING DIFFUSER - 24"x24" PANEL TYPE CDS CEILING DIFFUSER - SURFACE MOUNTED CFM CUBIC FEET PER MINUTE CH CHILLER CHW CHILLED WATER CHWR CHILLED WATER RETURN CHWS CHILLED WATER SUPPLY CLG CEILING CO CLEANOUT COND CONDENSER, CONDENSATE CTL CONTROL CU CUBIC, COPPER, CONDENSING UNIT CWR CONDENSER WATER RETURN CWS CONDENSER WATER SUPPLY DDC DIRECT DIGITAL CONTROL DEG DEGREE DEMO DEMOLITION DIA DIAMETER DISC DISCONNECT DN DOWN DS DISCONNECT SWITCH, DUCT SILENCER DSD DUCT SMOKE DETECTOR DWG DRAWING EA EACH, EXHAUST AIR EAT ENTERING AIR TEMPERATURE EDH ELECTRIC DUCT HEATER EER ENERGY EFFICIENCY RATIO EF EXHAUST FAN EG EXHAUST GRILLE EGP EXHAUST GRILLE - 24"x24" PANEL TYPE EGS EXHAUST GRILLE - SURFACE MOUNTED TYPE ELEC ELECTRIC, ELECTRICAL ENT ENTERING ER EXHAUST REGISTER ERP EXHAUST REGISTER - 24"x24" PANEL TYPE ERS EXHAUST REGISTER - SURFACE MOUNTED TYPE ESP EXTERNAL STATIC PRESSURE EWT ENTERING WATER TEMPERATURE EXH EXHAUST EXIST EXISTING G GAS GALV GALVANIZED GPM GALLONS PER MINUTE GR GRAINS, GAS RETURN, GLYCOL RETURN GS GAS SUPPLY, GLYCOL SUPPLY HOA HAND -OFF -AUTO SWITCH HORIZ HORIZONTAL HP HORSEPOWER, HIGH PRESSURE, HEAT PUMP HPR HIGH PRESSURE RETURN HPS HIGH PRESSURE SUPPLY HR HOUR HSTAT HUMIDISTAT HTG HEATING HTR HEATER HW HOT WATER HWR HOT WATER RETURN HWS HOT WATER SUPPLY HVAC HEATING, VENTING AND AIR CONDITIONING INSUL INSULATION JAN JANITOR KIT KITCHEN KVA KILOVOLT - AMPERE KW KILOWATT LAT LEAVING AIR TEMPERATURE LB POUND LD LINEAR DIFFUSER LDR LINEAR DIFFUSER RETURN LDS LINEAR DIFFUSER SUPPLY LP LOW PRESSURE LPR LOW PRESSURE RETURN LPS LOW PRESSURE SUPPLY LVG LEAVING MAINT MAINTENANCE MAN MANUAL MD MOTORIZED DAMPER MFR MANUFACTURER MAX MAXIMUM MBH THOUSAND BTU PER HOUR MECH MECHANICAL MIN MINIMUM, MINUTE MISC MISCELLANEOUS MS MOTOR STARTER MTD MOUNTED MTL METAL N NORTH NC NORMALLY CLOSED, NOISE CRITERIA NCU NETWORK CONTROL UNIT NFPA NATIONAL FIRE PROTECTION ASSOCIATION NO NORMALLY OPEN, NUMBER NOM NOMINAL NTS NOT TO SCALE OA OUTDOOR AIR OAI OUTDOOR AIR INTAKE CAL OUTDOOR AIR LOUVER OC ON CENTER OHP OUTDOOR HEAT PUMP P PUMP PH PHASE PRESS PRESSURE PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PTAC PACKAGED TERMINAL AIR CONDITIONER PVC POLYVINYL CHLORIDE QTY QUANTITY RA RETURN AIR RCD ROUND CEILING DIFFUSER RD ROOF DRAIN READ REQUIRED REV REVISION RFG REFRIGERANT RG RETURN GRILLE RGP RETURN GRILLE - 24"x24" PANEL TYPE RGS RETURN GRILLE - SURFACE MOUNTED TYPE RH RELATIVE HUMIDITY RM ROOM RPM REVOLUTIONS PER MINUTE RR RETURN REGISTER RRP RETURN REGISTER - 24"x24" PANEL TYP RRS RETURN REGISTER - SURFACE MOUNTED TYPE RTU ROOF TOP UNIT SA SUPPLY AIR SAN SANITARY SF SUPPLY FAN SFBC SOUTH FLORIDA BUILDING CODE SEER SEASONAL ENERGY EFFICIENCY RATIO SP STATIC PRESSURE SPECS SPECIFICATIONS SQ SQUARE SO FT SQUARE FOOT SRR SQUARE FOOT SRG SIDEWALL RETURN GRILLE SRR SIDEWALL RETURN REGISTER SS SPLIT SYSTEM STD STANDARD STG SIDEWALL TRANSFER GRILLE STL STEEL STP STANDARD TEMPERATURE AND PRESSURE SW SWITCH SYS SYSTEM TCM TEMPERATURE CONTROL MODULE TCU TERMINAL CONTROL UNIT TEMP TEMPERATURE TGP TRANSFER GRILLE - 24"x24" PANEL TYPE TGS TRANSFER GRILLE - SURFACE MOUNTED TYPE THERM THERMOMETER T.O. TAKE OFF TRP TRANSFER REGISTER - 24"x24" PANEL TYPE TRS TRANSFER REGISTER - SURFACE MOUNTED TYPE TSP TOTAL STATIC PRESSURE_ TSTAT THERMOSTAT TYP TYPICAL UCM UNIT CONTROLLER MODULE UH UNIT HEATER UL UNDERWRITERS LABORATORY VAV VARIABLE AIR VOLUME VD VOLUME DAMPER VEL VELOCITY VERT VERTICAL VFD VARIABLE FREQUENCY DRIVE VSD VARIABLE SPEED DRIVE WB WET BULB WTR WATER SCHEDULE FOR 24"X24" CEILING SUPPLY DIFFUSER SYMBOL 0 NECK FLEX x CONNECTION CFM RANGE FINISH REMARKS 4 WAY BLOW CDP-1 6" 6" 0 — 175 OFF—WHITE O O CDP-2 8" 8" 176 — 300 OFF—WHITE O O CDP-3 10" 10" 301 — 500 OFF—WHITE AO OB 2 WAY BLOW CDP-4 12" 12" 501 — 750 OFF—WHITE OA A — QUADRANT BLOCK SCHEDULE FOR 24X24 CEILING RETURN DIFFUSER SYMBOL 0 NECK FLEX CONNECTION CFM RANGE FINISH REMARKS RD-1 6" 6" 0 — 175 OFF—WHITE O O RD-2 8" 8" 176 — 300 OFF—WHITE CO RD-3 10" 10" 301 — 500 OFF—WHITE O RD-4 12" 12" 501 — 75n np'—u l-m rl REMARKS: A. ALL SUPPLY DIFFUSERS SHALL BE 4—WAY BLOW UNLESS OTHERWISE SHOWN, METALAIRE 5000 B. DO NOT INSTALL DAMPER IN DIFFUSERS USE DAMPER AT FLEX TAKE —OFF TO BALANCE AIR FLOW. C. ALL RETURN DIFFUSERS SHALL BE METALAIRE RH D. TITUS EQUIPMENT NOT ACCEPTABLE. NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT. REFRIGERANT PIPING NOTES I. REFRIGERANT PIPING SHALL BE TYPE "K" SOFT DRAWN COPPER TUBING WITH WROUGHT COPPER SOLDER TYPE FITTINGS SUITABLE FOR CONNECTION WITH SILVER SOLDER. 2. COOLING COIL DRIP PIPING SHALL BE TYPE "M" COPPER OR SCHEDULE 40 PVC. PROVIDE 4" DEEP TRAP. 3. PROVIDE ALL VALVES AND SPECIALTIES AS SHOWN BY THE DETAILS AND AS REQUIRED FOR A COMPLETE OPERATING REFRIGERATION SYSTEM. 4. VALVES AND SPECIALTIES SHALL BE AS FOLLOWS: A. GLOBE VALVES, FORGED BRASS, BACKSEATING TYPE 500 PSI B. CHECK VALVES, FORGED BRASS, 500 PSI C. SOLENOID VALVES, FORGED BRASS, 400 PSI D. REFRIGERANT STRAINERS, BRASS, 350 PSI, 100 MESH STRAINER E. MOISTURE INDICATOR, FORGED BRASS, OPTICAL GLASS, 500 PSI F. FILTER DRYER, STEEL SHELL, REPLACEABLE FILTER DRYER 5. REFRIGERANT PIPING JOINTS: ALL JOINTS SHALL BE MADE WITH SILVER SOLDER. THE PIPING SHALL BE CHARGED WITH DRY NITROGEN WHILE CONSTRUCTING THE JOINTS. A REMOVABLE TYPE DRYER STRAINER SHALL BE INSTALLED IN THE LIQUID LINE. A THREE WAY VALVE BY-PASS SHALL BE PROVIDED FOR THE STRAINER, AFTER THE REFRIGERANT PIPING HAS BEEN COMPLETED, THE REFRIGERANT SYSTEM SHALL BE PRESSURE TESTED WITH NITROGEN AT A PRESSURE OF 300 PSI (HIGH SIDE) AND 150 PSI (LOW SIDE). WHILE THE SYSTEM IS BEING PRESSURE TESTED, AN ELECTRONIC LEAK DETECTOR SHALL BE USED TO CHECK FOR LEAKS. PRESSURE SHALL BE MAINTAINED ON THE SYSTEM FOR A MINIMUM OF 12 HOURS. THE SYSTEM SHALL THEN BE EVACUATED TO 2.0 MM MERCURY AND THEN CHARGED AND MADE READY FOR INSULATION. 6. PIPING EXPANSION AND VIBRATION ELIMINATION: PROVIDE REFRIGERANT TYPE FLEXIBLE CONNECTIONS AT THE AIR HANDLER AND AT THE CONDENSING UNIT. THE CONNECTORS SHALL BE AT LEAST 12" IN LENGTH AND SHALL BE LOCATED TO EFFECTIVELY CONTROL VIBRATION AND TO ALLOW FOR CHANGES IN PIPE LENGTH. PIPE INSULATION NOTES I. THE REFRIGERANT SUCTION LINES SHALL BE INSULATED WITH I" THICK "ARMOFLEX", OR EQUAL. THE SUCTION LINE SHALL BE INSULATED IN ITS ENTIRETY INCLUDING VALVES AND SPECIALTIES. VALVES AND SPECIALTIES THAT REQUIRE ACCESS SHALL HAVE SPECIAL REMOVABLE COVERS. 2. ALL INSULATION SHALL BE VAPOR SEALED AND BUTT JOINTS OF "ARMOFLEX" SHALL BE TAPED TO PREVENT INTRUSION AT THE JOINT. 3. SADDLES SHALL BE USED AT ALL PIPE HANGERS TO PREVENT COMPRESSION OF THE INSULATION. ELECTRICAL CONNECTION NOTES I. COORDINATE POWER WIRING AND CONDUIT FROM PANEL THRU FUSED DISCONNECT TO UNIT WITH ELECTRICAL. 2. COORDINATE THE FUSED DISCONNECTS WITH MECHANICAL. 3. MAKE FINAL CONNECTIONS TO AIR HANDLING UNIT WITH "GREENFIELD". MAKE FINAL CONNECTION TO CONDENSING UNIT WITH "LIQUIDTITE". FINAL CONNECTIONS SHALL BE A MINIMUM OF 3 FT. 4. ALL WIRING SHALL BE COPPER. SEE ELECTRICAL DRAWINGS FOR WIRE SIZE. 5. CONTROL WIRING SHALL BE RUN IN CONDUIT. 6. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROL WIRING. 7. AIR HANDLING UNIT SHALL BE PROVIDED WITH SINGLE POINT OF ELECTRIC ENTRY. 8. MECHANICAL CONTRACTOR SHALL PROVIDE MOTOR STARTER AND HEATER CONTACTORS IN CONTROL PANEL. EXHAUST FAN SCHEDULE SYMBOL DESCRIPTION GREEN HECK SP-670, 70 CFM W/ BACKDRAFT EF-I DAMPER, .53A, 45W, 120V le. CONNECT TO LIGHTSWITCH. * PRIOR TO SUBMITTING A BID, THE CONTRACTOR SHALL VISIT THE JOB SITE TO THOROUGHLY FAMILIARIZE HIMSELF WITH THE EXISTING FIELD CONDITIONS AND PHYSICAL CONSTRAINTS ASSOCIATED WITH THE WORK TO BE ACCOMPLISHED UNDER THIS CONTRACT. * ALL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING CODES AND STANDARDS: FLORIDA MECHANICAL CODE 2004 ED, FLORIDA ENERGY CODE, NFPA-90A STANDARDS FOR THE INSTALLATION OF AIRCONDITIONING AND VENTILATING SYSTEMS, SMACNA DUCT CONSTRUCTION STANDARDS, ASHRAE 62-2004 * VERIFY FINAL LOCATIONS FOR ROUGH -INS WITH FIELD MEASUREMENTS AND WITH REQUIREMENTS OF THE ACTUAL EQUIPMENT TO BE INSTALLED. * COORDINATE THE CUTTING AND PATCHING OF BUILDING COMPONENTS TO ACCOMMODATE THE INSTALLATION OF HVAC EQUIPMENT AND MATERIALS. * PROVIDE WEATHER PROTECTION FOR ALL EQUIPMENT AND MATERIALS STORED ON SITE. * VENTILATION DUCTWORK SHALL BE SHEET METAL AND INSTALLED IN ACCORDANCE WITH SMACNA. ALL OTHER DUCTWORK SHALL BE AS SHOWN ON THE PROJECT PLANS. DUCTWORK INSULATION SHALL COMPLY WITH THE FLORIDA ENERGY CODE. * ALL CONDENSATE DRAIN LINES TO BE PVC - USE "PURPLE" PRIMER/CLEANER ON ALL JOINTS PRIOR TO APPLYING ADHESIVE. * REFER TO ELECTRICAL CEILING GRID LIGHTING PLAN FOR EXACT LOCATION OF AIR DISTRIBUTION DEVICES * PROVIDE AIR BALANCE TO QUANTITIES SHOWN ON THE PLANS. PROVIDE ALL VOLUME DAMPERS REQUIRED TO ACCOMPLISH AIR BALANCE. --SUBMIT BALANCE REPORT FOR REVIEW * PROVIDE ALL DUCT TRANSITIONS REQUIRED TO CONNECT EQUIPMENT SHOWN TO DUCT SYSTEMS. * PROVIDE DUCT MOUNTED SMOKE DETECTORS ON THE SUPPLY OF ALL AIR HANDLING SYSTEMS 2000 CFM AND GREATER. * ALL HVAC EQUIPMENT AND THE ENTIRETY OF THE HVAC SYSTEMS SHALL HAVE A FIVE YEAR WARRANTY AND A ONE YEAR SERVICE AGREEMENT FOR SERVICE AND MAINTENANCE INCLUDED AS PART OF THE WORK * SUBMIT 6 COPIES OF AS -BUILT HVAC SYSTEMS AND 2 COPIES OF MAINTENANCE MANUALS FOR ALL INSTALLED EQUIPMENT FIBRE DUCT INSTALLATION DETAILS DUCT CONSTRUCTION NOTES 1.0 ALL DUCT WORK, DUCT FITTINGS, DUCT FLEXIBLE CONNECTIONS, AND FLEXIBLE DUCT SHALL BE CONSTRUCTED AND INSTALLED, AS A MINIMUM, IN ACCORDANCE AND WITH THE STANDARDS AND RECOMMENDATIONS OF "SMACNA" LATEST PUBLICATIONS AND STANDARDS. 2.0 ALL DUCT WORK SHALL BE CONSTRUCTED OF 1-1/2" FIBRE BOARD EXCEPT EXHAUST DUCTS WHICH SHALL BE SHEET METAL FIBRE DUCTS SHALL BE CONSTRUCTED WITH 1-1/2" BOARD WITH ANTI -FUNGAL INTERIOR COATING. 3.0 DUCT HANGERS AND SUPPORTS SHALL COMPLY WITH "SMACNA" STANDARDS IN GENERAL, HOWEVER, DUCT STRAPS SHALL BE USED UP TO 48" IN HORIZONTAL DIMENSION (OR ROUND). DUCTS GREATER THAN 48" SHALL BE SUPPORTED WITH TRAPEZE HANGERS AND STEEL RODS. 4.0 ALL DUCTS SHALL BE OF THE SIZE AND SHAPE AS SHOWN BY CONTRACT DOCUMENTS 5.0 ALL FLEXIBLE DUCTS SHALL COMPLY WITH UL 181. FLEX DUCTS SHALL NOT BE GREATER IN LENGTH THAN 10'. WHERE LENGTHS GREATER THAN 10' ARE SHOWN ON THE PLANS INSTALL ROUND SHEET METAL TO WITHIN 10' OF THE DEVICE BEING SERVED. 6.0 SHEET METAL TURNING VANES SHALL BE PROVIDED IN ALL SUPPLY AND RETURN RECTANGULAR DUCT WITH ANGLES GREATER THAN 30° . 7.0 DUCTWORK PENETRATING FIRE RATED WALLS SHALL BE EQUIPPED WITH FIRE DAMPERS. NO OPENINGS WITHIN 5' ON EITHER SIDE OF THE FIRE RATED WALL. DUCTWORK ON EACH SIDE OF A FIRE RATED WALL (5') SHALL BE A MINIMUM OF 26 GA. SHEET METAL. 8.0 ALL DUCT DIMENSIONS SHOWN ARE CLEAR INSIDE DIMENSIONS DUCT INSULATION NOTES 1.0 ALL INSULATION SHALL COMPLY WITH THE "FLORIDA ENERGY CODE" LATEST EDITION. 2.0 FLEXIBLE DUCTS SHALL BE OF THE LOW PRESSURE FACTORY FABRICATED TYPE CONSISTING OF A ZINC COATED SPRING STEEL HELIX NON-PEFORATED INNER LINING AND 1-1/2" THICK FIBERGLASS INSULATION WITH METALIZED MYLAR VAPOR BARRIER. 3.0 ALL INSULATION SHALL HAVE A MINIMUM FLAME SPREAD/ SMOKE DEVELOPED RATING OF 25/50 4.0 DUCT SUPPORT HANGERS SHALL PASS AROUND THE OUTSIDE OF THE INSULATION USING SHIELDS OR SADDLES SO AS NOT TO COMPRESS THE INSULATION MECHANICAL DRAWING INDEX SHEET DESCRIPTION ISSUED M-1 HVAC GENERAL NOTES, SYMBOLS AND ABBREVIATIONS Yes M-2 HVAC PLAN - PARTIAL Yes M-3 HVAC PLAN - PARTIAL Yes M-4 HVAC DETAILS Yes THESE PLANS ND ALL PROPOSED Wt; f,s ARE SUBJE T TO ANY CORRECTIONS REQUIRED B FIELD INSPECTORS THAT MAY BE N CESSARY IN ORDER TO `COMPLY WIT ALL APPLICABLE CODES. ENGINEER'S SEAL t/ I i Eric J. Svoboda, PE P.E. No. 60982 PROJECT NUMBER W Z . UP. 3 O w W oa��zwoi zNoo�aw rF¢a-; wm W�WH�f-N 2-FO2 wZ3g��W Mo�amm � =wxNZaz 01 F_ZUFOJW O 3�3zQ:o Z a=g W-SwQo¢3 Q rc � QFQ�W U O -ow > P6LZja2mgw> ,:KUw¢JOtd w N Wm w= Q W o= UU,y,'rNomm oZm d FrwT0 aWO1OUIrw N rna x» w¢or¢a� 2 K 7 Z 7 w O 4 F-aa¢¢m0 CL a i Y U o 0 U) W `IG o U M o0 z W LLB Q < o Q m Uj O 0 Q cn � w z w o F-- z zQ w� Qz :DJm 0 u 1-O w� Dw O —u z w D C Q _l Q � m � � Afu ARCHITECT'S REF.No. SHEET TITLE HVAC NOTES & SYMBOL LEGEND ATE: 01/17/07 ESIGNED BY: EJS RAWN: VGII PPROVED: EJS SHEET NUMBER 0 I OF 4 06002-071 ❑ ❑ ❑ ❑ ❑ ❑ �� ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ O CDP-I Cup CDP-I ___X CDP-I CD CDP-I CDP-I DP -I CDP-I CDP-I CDP-I CDP-I 150 CFM 125 CFM 125 CFM 125 CFM 125 CFM 125 CFM 125 CFM 125 CFM 125 CFM 125 CFM 125 CFM (TYPICAL) 6■00L) (TYPICAL) 6■0 �6110 (TYPICAL) (TYPICAL) Wo 6■0 (TYPICAL) (TYPICAL) 6"0 6'0 (TYPICAL) (TYPICAL) 6'0 6'0 (TYPICAL) (TYPICAL) 6'0 6'0 (TYPICAL) (TYP) (TYP) (TYP) (TYP) (TYP) (TYP) (TYP) (TYP) (TYP) (TYP) (TYP) (TYP) xo- x___ RET AIL #2 RET 1 AIL #4 RETA4h AIL #6 RET AIL #8 RET AIL # 10 RET 1: AIL # 12 18 x '18 x 18 x 18 x 18 x 18 x 18 x 18 x 18 x IS x 18 x 18 x 10 10 10 10 10 10 10 10 10 10 10 10 LINE REF LINE REF LINE REF LINE REF LINE REF LINE �ZEF OV CLG. ABOV CLG. ABOV CLG. CLG. ABOV CLG. ABOV CLG. 12"0 HU 12'0 12'0 HU&AD 12'0 12"0 AHU HU 12'0 12■0 12"0 12'0 HU HU 12'0 12'0 HU .4'4'4' HU 12"0 (TYP) I REF- &,;Do (TYP) (TYP) I REF- (TYP) (TYP) I EF- \ 2 (TYP) (TYP) AA n5D (TYP) (TYP) I F- \ 2 (TYP) tTYP) I F- \ 2 (TYP) ISx10 RD-4 RD-4 D 18x106'0 RD-4 RD-4 D 18x10 + 18x10 D RD-4 RD-4 D RD-4 RD-4 DDDD(TYP) 18x10 18x10 18x10 18x10 O 6'0 VD (TYP) (TYP) 6'0 VD (TYP) (TYP) 6'0 VD VD 6'0 (TYP) (TYP) 6'0 VD VD 6"0 (TYP) (TYP) 6'0 VD VD 60 (TYP) (TYP) 6'0 VD VD 6'0 tTYP) 150 CFM 6110 150 CFM 150 CFM 6■0 150 CFM 150 CFM ' 6 0 150 CFM 150 CFM 6■0 150 CFM 150 CFM 6'0 150 CFM 150 CFM 6■0 150 CFM O.A. O.A. O.A. O.A. O.A. 0-'- O.A. O.A. O.A. O.A. O.A. O.A. O.A. l< CU-1 GU-2 -1-1 - I i < - -e_ I U-7 1 14-1 CU_u =_ le ALUM HOOD-� W/ SCREEN 1' COND. DRAIN (TYPICAL) ABOVE CEIL. SEE DETAIL THIS SHEET (TYPICAL) CONTROL NOTES I. PROVIDE HONEYWELL T5000 DIGITAL THERMOSTATS. 2. OUTDOOR AIR INTAKES TO HAVE AUTOMATIC DAMPERS a VOLUME DAMPERS. AUTO DAMPER TO BE INTERLOCKED WITH RESPECTIVE AHU - CLOSED WHEN UNIT CYCLES OFF. ` ALUM HOOD I W/ SCREEN (TYPICAL) ' ALUM HOOD 1' COND. DRAIN W/ SCREEN ABOVE CEIL. (TYPICAL) OUTDOOR AIR CALCULATIONS AHU 1-12, 15-21 7 PPL x 20 CFM = 140 CFM 150 CFM O.A. AHU 13, 14 30 PPL x 20 CFM = 600 CFM 300 CFM O.A. EACH AHU-22 10 PPL x 20 CFM = 200 CFM 200 CFM O.A. NOTE: CONDENSING UNITS ARE RACK MOUNTED HIGH ON WALL - SEE DETAIL ON M-4 NOTE: MAINTAIN MINIMUM 10' SEPARATION BETWEEN EXHAUST a O.A. INTAKES I ALUM HOOD —J In COND. DRAIN W/ SCREEN ABOVE CEIL. (TYPICAL) N - PARTIAL HVAC PLAN -_ 1/8" = 1,-0" In COND. DRAIN IALUM HOOD W/ SCREEN —� I �I' COND. DRAIN ABOVE CEIL. (TYPICAL) ABOVE CEIL. SPLIT SYSTEM EQUIPMENT SCHEDULE AIR HANDLERS DESIGNATION AHU: I AHU: 2-12 AHU: 13, 14 AHU: 15-21 AHU: 22 PROTOTYPE (TRANE) 2TEE 3F42 2TEE 3F42 2TEE 3FO60 2TEE 3F36 2TEE 3F48 WEIGHT (POUNDS) 150 150 196 118 155 NOM. TONS 3.5 3.5 5 3 4 SYSTEM CAPACITY (BTU/HR) 42,000 42,000 60,000 36,000 48,000 TOTAL AIR FLOW (CFM) 1,200 1,200 1,950 1,200 1,400 OUTDOOR AIR FLOW (CFM) 150 150 300 150 200 EXTERNAL STATIC PRESSURE .8" .8" .8" .8" .8" COIL EAT'F db/wb 78 / 65.7 78 / 65.7 78 / 65.7 78 / 65.7 78 / 65.7 COIL LAT'F db/wb 56 / 55.5 56 / 55.5 56 / 55.5 56 / 55.5 56 / 55.5 FAN MOTOR HP 1/2 H.P. 1/2 H.P. 1/2 H.P. 1/3 H.P. 1/2 H.P. HEATER, KW STAGES 5KW/I 5KW/I 5KW/I 5KW/I 5KW/I CONDENSING UNITS (R-22) DESIGNATION CU: I CU: 2-12 CU: 13, 14 CU: 15-21 CU: 22 PROTOTYPE (TRANE) 2TTR 3042A 2TTR 3042A 2TTR 3060A 2TTR 3036A 2TTR 3048A PIPE SIZE, SUCTION/LIQUID, IN. 7/8"/3/8" 7/8"/3/8" 1-1/81/ 3/8" 7/8"/3/8" 1 1/8" /3/811 ELECTRICAL-VOLTS/PHASE/MCA 208-230 / I / 21 208-230 / I / 21 208-230 / I / 32 208-230 / I / 20 208-230 / I / 25 NOTES: I. AIR HANDLER a CONDENSING UNIT SAME MANUFACTURER. 2. ALL EQUIPMENT TO COMPLY WITH FLORIDA ENERGY CODE 3. CONDENSING COIL TO HAVE "HERESITE" COATING 4. ALL UNITS TO BE RATED AT 13 SEER OR BETTER. ALUM HOOD —' W/ SCREEN (TYPICAL) VEEE PLANS AND ALL PROPOSED i, ORK ;aRE SUBJECT TO ANY CORRECT .. REQUIRED BY FIE INSPECTOR` `iATE MAY BE NECESSARY IN ORDEF COMPLY 1NITH ALI,APPLR3ELE'C.S: ALUM HOOD In COND. DRAIN W/ SCREEN ABOVE CEIL. (TYPICAL) AHU'S ABOVE — CEILING AHU Il owl Imo 11 AHU o�■ui�nl■ra In CA. C.D. DE WALK R Ya' C.D. DOWN IN WALL- RUNT—I IN SIDEWALK a g TERMINATE AT CURB EDGE TYPICAL COND. DRAIN DETAIL 1/4" = 1'-0" OVERALL KEY PLAN N.T.S PROJECT NUMBER z oZ. O U y F.,n R ? w-7)3.K w O W r W W O a 7 2 N ZNpO;Q=V a w W Sy- q SCr Q~ W W R rara3zxw w¢wror n O O N r K 01 UJa Q� W = �orommz co xWxn az rp US Z - r O 353zQpJ�oW Z w5¢ora=N Q xwowar� w�wZa3Qo U Dora �w r0=wW ZmIOX W = W U S z a N w W x o w O S K M.zo. w©m lw oa rr oZNaow(x'Jo � W O� O U R� w a x» Nw¢orwa� SXD Z J W O J raaQ QfnUQ ■■■■EN I I I I I: IoI Z i 0 I of MENE081 I ENGINEER'S SEAL V, Eric J. Svoboda, PE P.E. No. 60982 A% u I .1� Q Q � Q o Q 0 o Q L� w W z w o >- �o o� zQ Qz zw� D Jm o 0 F_ °o D w o- z J w o �:::) J DC Q Q m � �J, ARCHITECT'S REF.No. SHEET TITLE PARTIAL HVAC FLOOR PLAN & SCHEDULE 7E: 01/17/07 SIGNED BY: EJS ;AWN: ZDG 'PROVED: EJS SHEET NUMBER 0 2 .M 2OF4 ■=103191i1MAINkTA:11111:1 ALUM W/ SC (TYPII REF. L ABOVE COND. RACK - SEE SANYO MIN 09KS5I INC OUTDOOR, 9000 BTU COOLING, 115V, le, 8.8A VI111. RL RIUCR/A l LIIVCJ Q COND. DRAIN TO BE WRAPPED IN ARMAFLEX. ROUTE COND. DRAIN BELOW SIDEWALK SEE DETAIL. ABOVE CEIL. SEE DETAIL THIS SHEET (TYPICAL) NOTE: CONDENSING UNITS ARE RACK MOUNTED HIGH ON WALL - SEE DETAIL ON M-4 (TYPICAL) NOTE: MAINTAIN MINIMUM 10' SEPARATION BETWEEN EXHAUST a O.A. INTAKES ABOVE CEIL. (TYPICAL) N �_� PARTIAL HVAC PLAN �/ I/8" = 1 _0 ABOVE CEIL. (TYPICAL) OUTDOOR AIR CALCULATIONS AHU 1-12, 15-21 7 PPL x 20 CFM = 140 CFM 150 CFM O.A. AHU 13, 14 30 PPL x 20 CFM = 600 CFM 300 CFM O.A. EACH AHU-22 10 PPL x 20 CFM = 200 CFM 200 CFM O.A. ABOVE CEIL. (TYPICAL) e vvnv. unronr ABOVE CEIL. AHU'S ABOVE CEILING 7 AHU � � AHU nIrNC. j1r C.D. WALK I Al C.D. DOWN IN WALL- FRUN IN SIDEWALK a p TERMINATE AT CURB EDGE TYPICAL COND. 1/4" = 1'-0" Mr-1 A I AI MCT All (TYPICAL) THESE PLANS AND ALL PROPOSED WORD ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, OVERALL KEY PLAN N.T.S THIS SHEET N ow z V'OW-N N N 3 Z OOW3w p% .jwz NV Np z O�Q N> N= K F W a� a3zmw w3FoO F In22-62-2 W 00 01 OJ,w WKzW co FOF-pmm- co p N aZ 0% �mcOm of w - 3:6± P -z F3zQ70 Z w=¢0ai¢ Q Lm,2QF < U 0<FZ_< WOW Ozwa2mo. W D. w a J z-,w JON z W w z a N W W S p W O S 2 ipQd F-NAN 7 w O Q F lt!.iSF OF W S zNa¢ �w0X0O¢o Na x» mw¢OPM¢a 2 m p z m W O J F-ddQQNOQ MEN MENNEN NEEMEN Z o U) W I< MENE08I ENGINEER'S SEAL L Eric J. Svobodo, PE P.E. No. 60982 0 N M 00 CN � 00 M �p N U l� w 0 . N rn � N o � N 00 o a LJ _w Q Q a o Q 0 6�o 0 a W �' W ��//�� V♦ z W o � > I- Z w� o Q� Jm I—O O`) W " z DW OU J W o ft�� a- J Q Q ('r m C-- Cf) U ARCHITECT'S REF.No. SHEET TITLE PARTIAL HVAC FLOOR PLAN 01/17/07 :SIGNED BY- EJS ;AWN: ZDG 'PROVED: EJS SHEET NUMBER M.3 3OF4 06002-07 PLUMBING LEGEND GENER AL NOTIES: SYMBOLS DESCRIPTION SYMBOLS DESCRIPTION — • — . — • — COLD WATER (CW) VALVE IN YARD BOX I. PLUMBING CONTRACTOR IS TO FURNISH AND INSTALL ALL PLUMBING TYPE AS NOTED) FIXTURES COMPLETE AS LISTED IN "PLUMBING FIXTURE SCHEDULE" — — HOT WATER (HW) PRESURE RELEIF VALVE (RV) 2. PLUMBING CONTRACTOR MAY USE SCHEDULE 40 OR SO TYPE I, SEWER (S) GRADE I, POLYVINYL CHLORIDE PIPE FOR ALL SOIL, WASTE AND — M�— WATER METER VENT PIPING WHERE PERMITTED BY LOCAL CODES. WHERE PVC ----------- VENT LINE (V) PIPING IS NOT PERMITTED BY LOCAL CODES, USE STANDARD ELBOW — UP WEIGHT CAST IRON PIPING. ALL PIPING ABOVE GRADE MAY HVW--0 —-f+1+R-- RECIR. HOT WATER --�--- RISE OR DROP HAVE HUBLESS FITTINGS. PLASTIC PIPING SHALL NOT BE USED IN A RETURN AIR PLENUM. COORDINATE THIS REQUIREMENT WITH — — cn cn CONDENSATE DRAIN _ CONCENTRIC REDUCER H.V.A.C. CONTRACTOR. x x EXISTING PIPE 3. PROVIDE SHUT-OFF GATE VALVES ON ALL EQUIPMENT 8 HOSE BIBBS, —�— DIRECTION OF FLOW 81 STOP COCKS IN HOT AND COLD WATER PIPING TO ALL PLUMBING 8 CONNECT TO EXISTING C.O? CLEAN OUT (RISER) FIXTURES. ALSO PROVIDE SHUT -OFF -GATE VALVES ON THE BASE —SD— STORM DRAIN (SD) OF EVERY WATER RISER PIPE 8 ON THE TOP OF EVERY WATER --C.O. DOWN -FEED PIPE. P PUMP 0- C.O. CLEAN OUT 4. ALL WATER PIPING BELOW GRADE SHALL BE TYPE 1" SOFT VTR VENT THRU ROOF �I WALL CLEAN OUT TEMPERED COPPER OR CPVC AND ALL WATER PIPING WC WATER CLOSET ABOVE GRADE SHALL BE TYPE "L" HARD TEMPERED COPPER PLUGGED PIPE OR CPVC. UR URINAL SHOWER HEAD 5. INSTALL I" FOAM RUBBER INSULATION ON ALL HOT WATER HL HAND LAVATORY PIPING ABOVE GRADE. ALL JOINTS IN INSULATION ARE TO BE PUMP W/FLOW DIRECTION TAPED. L—(No) LAVATORY FLOW SWITCH 6. ELEVATION OF ALL FLOOR DRAINS SHALL BE HELD 112" BELOW FINISH FLOOR TILE. HB HOSE BIBS _ PRESSURE SWITCH 7. ALL MATERIAL AND INSTALLATIONS SHALL BE IN ACCORDANCE SS SERVICE SINK WITH ALL LOCAL AND STATE PLUMBING AND MECHANICAL CODES, WATER HAMMER ARRESTER/ INCLUDING THE STANDARD BUILDING, PLUMBING AND MECHANICAL DF DRINKING FOUNTIAN SHOCK ABSORBER CODES, NEPA, ASME, ASHRAE, ASA AND AGA. EWC ELECTRIC WATER COOLER S. THE SANITARY SYSTEM INCLUDES CONNECTION TO FIXTURES, EWH ELECTRIC WATER HEATER RUNNING OF SOIL AND WASTE LINE AND SOIL AND VENT SANITARY SEWER SYSTEM AND/OR SEPTIC TANKS AND DRAIN GWH GAS WATER HEATER FIELDS AND ALL ITEMS AS SHOWN ON DRAWINGS. VENT STACKS SHOWER SHALL EXTEND THROUGH ROOF WITH LEAD FLASHINGS. SH HS HAND SINK 9. THE DOMESTIC WATER SYSTEM INCLUDES CONNECTIONS TO THE DESIGNED SYSTEM, CONTROL VALVES AND PIPING TO PLUMBING FD FLOOR DRAIN FIXTURES, INCLUDING CONNECTIONS TO EQUIPMENT FURNISHED RD ROOF DRAIN BY OTHERS. �— GATE VALVE 10. PIPE INSTALLATIONS AND MATERIALS SHALL BE AS REQUIRED TO MAINTAIN FIRE RATINGS WHERE REQUIRED BETWEEN FLOORS GLOBE VALVE AND/OR BETWEEN UNITS. CHECK VALVE !I. ARRESTERS SHALL BE INSTALLED WHERE NECESSARY TO BACK FLOW PREVENTER 12. PREVENT WATER HAMMER. COPPER PIPING WHERE USED SHALL NOT CONTACT DISSIMILAR NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT. METALS OR MASONRY. PROVIDE ISOLATING BUSHINGS WHEN CONNECTING TO ANY DISSIMILAR METALS. PLUMBING FIXTURE SCHEDULE 13. PLUMBING CONTRACTOR SHALL COORDINATE WITH ARCHITECT FOR DETAILED DIMENSIONS AND LOCATIONS OF ALL FIXTURES AND EQUIPMENT AND FOR ANY CHANGES IN LAYOUT. DESCRIPTION HW CW WASTE VENT TRAP REMARKS WATER CLOSET, FLOOR MOUNTED, AMERICAN STANDARD CADET MODEL, rOD VITREOUS CHINA, ELONGATED RIM, OPEN 1/2" 3" 2" INT FRONT SEAT LESS COVER, POLISHED 14. PLUMBING CONTRACTOR SHALL MAKE ALL TEST AND ADJUST - CHROME ACTUATOR, ADA RIM HEIGHT. MENTS AS REQUIRED, UPON COMPLETION OF WORK AND PRIOR TO FINAL ACCEPTANCE BY OWNER. LAVATORY, WALL HUNG, AMERICAN STANDARD LUCERNE MODEL, VITREOUS L-1 CHINA, 4" HIGH BACK, 1 1/4"'P' TRAP, GRID 112" 2" 1 114" 1 114" 15. AFTER COMPLETION OF THIS WORK, THE CONTRACTOR SHALL DRAIN. AMERICAN STANDARD SINGLE LEVER FAUCET VANDAL RESISTANT. ADA OBTAIN A CERTIFICATE OF FINAL INSPECTION AND APPROVAL COMPLIANT. FROM ALL AUTHORITY'S HAVING JURISDICTION. DRINKING FOUNTAIN, HALSEY TAYLOR DF-1 OVL-11 EBP, WITH GLASS FILLER KIT, ADA _ 1/2" 2" 1 1/4" 1 1/4" 16. ALL WORKMANSHIP, MATERIALS AND APPARATUS UNDER THIS COMPLIANT. CONTRACT SHALL BE GUARANTEED FOR A PERIOD OF ONE PLUMBING EQUIPMENT SCHEDULE YEAR FROM DATE OF FINAL ACCEPTANCE BY THE OWNER. CODE DESCRIPTION REMARKS EXTERIOR CLEAN OUT, 2-WAY, ADJUSTABLE SET INN X X 4" CO-1 TOP, INTERNAL CLOSURE PLUG, HEAVY DUTY °°GRETE COVER PLATE. PLUMBING DRAWING INDEX CO-2 WALL CLEAN OUT PLUG WITH CHROME PLATED BRASS COVER PLATE. WALL HYDRANT, WOODFORD MODEL B67, PROVIDE SHUT-OFF TO SHEET DESCRIPTION ISSUED HB-1 RECESSED BRASS BOX WITH LOCKING DOOR. EACH HOSE BIBB PER CODE. LOOSE KEY OPERATION & 3/4" HOSE THREAD, WITH VACUUM BREAKER. I P-1 LEGEND, NOTES, DETAILS AND SCHEDULES Yes P-2 PARTIAL PLUMBING FLOOR PLAN - PARTIAL & RISERS Yes P-3 PARTIAL PLUMBING FLOOR PLAN - PARTIAL & RISERS Yes THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT IV MAY BE NECESSARY IN ORDER TO COMPLY.WiTH ALI: APPLICABLE,CODES; FIDE COPS PROJECT NUMBER Z N pW ZV• V Wh(7 yLLfn d'z 3 p V W W pa��Zwvi 2Np0—V, QV N=KHyZjN> W�W;�HtW/i Z-aw¢P~i o)-mmmK O` J wZ;ocQn�„Wj FO~pmmZ � ,ypj=N QZ z—r 3�3zQao Z Q =W 0w4�� U �a�aa3�W O Z_,pW > z W V� Z Q N w W= O W O S � nw.cr Uozwi FEWOMT p W 0 f O Y E I. W K O F d J = W p Z:3 W O J F �.aQQtnVQ m W a Q Q- M Q 0 z .• w o zQ zwC,:� Jm 0 U 05 F- z w 0 Q Q m IY v ■E cn z 0 W fr z� ILL] 2 Q 0 �o J W w o� �z a� �o U U D W oG Cl'-D n I 1— U) ARCHITECT'S REF.N0. I SHEET TITLE I PLUMBING NOTES, SYMBOL LEGEND & DETAILS I ENGINEER'S SEAL k "' 01/17/07 DESIGNED BY: EJS DRAWN: VGII APPROVED: EJS SHEET NUMBER Eric J. Svobodo, PE P.E. No. 60982 I OF 3 I SEE SITE SEE SITE UTILITY PLAN UTILITY PLAN 7 WFU 7 WFU I I SEE SITE LJ SEE SITE UTILITY PLAN UTILITY PLAN 7 WFU 7 WFU El I I I m NOTE: ROUTE EACH UNIT'S WATER SOURCE TO RESPECTIVE METER BANK - SEE SITE UTILITY PLAN SEE SITE SEE SITE UTILITY PLAN UTILITY PLAN 7 WFU 7 WFU Lj I I I SEE SITE LJ SEE SITE UTILITY PLAN UTILITY PLAN 7 WFU 7 WFU El I I SEE SITE SEE SITE UTILITY PLAN UTILITY PLAN 7 WFU 7 WFU I I ❑ I ❑ I I I SEE SITE LJ SEE SITE UTILITY PLAN UTILITY PLAN 7 WFU 7 WFU ❑ O SEE SITE UTILITY PLAN 7 WFU I T R I I I I I I I u 1 RETAIL #2 3/4" I 1 I RETAIL #4 3/4" I 1 I RETAIL #6 3/4" 1 1 4" 1 RETAIL #8 �3/4" I 1 4" RETAIL # 10 �3/4" 1 1 4" RETAIL # 12 3/4" 1 411 1 4" CO-2 •1 1 Q--3/411 1/2"� RETAIL # 1 3/4" BELOW FLOOR (TYP) 4" 1 CO-2 RETAIL #3- 3/4"1 I 4" 4" 1 CO-2 RETAIL #1 3/4111 I 4" 4" 1 CO-2 I RETAIL 0 3/4"- I 4" CO-2 RETAIL #9 3/4 11 1 I 4" I CO-2 RETAIL # 1� 1 3/41j I 4" 1 CO-2 3-1 Q I❑ L.—. Q L,—._ U ,,J Q L.—.— o I❑ —.—.J 1/8"/FT SLOPE i i �._.— IC4 10 _.—.J Q L.—._ I❑ ---J ❑ I❑ 1 HB—I TYPICAL RESTROOM LAYOUT 1/4" = 1'-0" PARTIAL PLUMBING PLAN N WASTE/VENT RISER - TYPICAL RESTROOM NTS 3/kI3/,• WATER RISER - TYPICAL RESTROOM NTS OVERALL KEY PLAN N.T.S THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT., MAY BE NECESSARY IN ORDER TO ' ,COMPLY WITH ALL APPLICABLE CODES. ENGINEER'S SEAL Eric J. Svoboda, PE P.E. No. 60982 06002-07 PROJECT NUMBER z p Z W O - O r.uw w �Nd'z OVw;W Qa�S=wui Z'nppm- R r N= w w> ara3z=w O N -. ! z-yayWrcpz U jQO�ryyW Q` wZ30[7Fw CT rorommz O C* rCCp USZJW SW-' rrz Z RZ�O~ON �w�cwiar� U �arQa3�w O Z ] O W > rzwwzmvrc y�J¢Q�OW U¢ N W Z W_ z a � Z 6 O NAN WQ O Q r r K IVV Ozw "Rw o p N d Y¢ S> '^w¢Zorrc4J raaZd<mcpi¢ Q i Y U o z ow Lu ■NEEMq®i LIP] u at W a Q a a o D Q C�0 0 < U� Cn z �o o� ZW zQ Cr Qz 0 J m "� 1— O �W F Z O U W Q am cr, �, ARCHITECT'S REF.No. SHEET TITLE PARTIAL PLUMBING FLOOR PLAN ATE: 01/17/07 ESIGNED BY: EJS RAWN: ZDG PPROVED: EJS SHEET NUMBER o —P 2- 2 OF r! • A PROJECT NUMBER TYPICAL RESTROOM LAYOUT 1/4" = 1'-0" N PARTIAL PLUMBING PLAN C) I/8" = 1'-0" I I I I I r.� WASTE/VENT RISER - TYPICAL RESTROOM NTS 1\�. VIC,� I/ � • �3�k. 13�k. WATER RISER - TYPICAL RESTROOM NTS THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS :REQUIRED BY FIELD INSPECTORS THAT; MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES.' THIS SHEET r— OVERALL KEY PLAN N.T.S N Wr GZ70WrC7 o V W ; K WW W 4 ¢ j 2 tlf p ZNpO12, Nx'qww¢rWN> �ra3 =w w¢wrorN zoazNoc� 8>.w3wrz Wz3o9LW x O r p} J Z Go r p- y m Q t7 Z U FEU SZJW O 3wxr� z Z ¢Z•�pf ON xwowa�¢ V r;arza;�W m Pwwz orw FU¢aJO Z ¢¢ZN W W¢r¢ WpQWOQ iCLw. mp - UwWa wmx ipZamOW>V w r-n �+w¢pr¢ raa..iiaa�wnva MEN Emmons mommon z o En w B-I Ir ■■■■ol®I An 0 W � Q Q Q nCr o Q �0 Q U)� ``' Z o rr o� z w� QD o J m F O � W_ Z O U J W 0 D WJ oC Q a m I— c, �1 ARCHITECT'S REF.No. SHEET TITLE PARTIAL PLUMBING FLOOR PLAN ENGINEER'S SEAL DATE: 01/17/07 DESIGNED BY: EJS DRAWN: ZDG APPROVED: � EJS SHEET NUMBER PB3 Eric J. Svoboda, PE P.E. No. 60982 3 OF 3 U.S. HIGHWAY NO. 1 (S.R. NO. 5) elntnniirr nl�hl h1C%l C S�tk L.Tel GUr lMOLLtP Ulk 'CC > w/ MANUh�- QVttIL! ELECTRICAL SITE PLAN 1" = 30'-011 CARLTON SO PSL:_- TYPE MFG. CAT. / DESCRIPTION A IDAYBRITE DANZWTE REGHELLI Z f �633?_-_G1-UNV-1/3E8-F1-LPn35 _ P _ l,VB217CX120-1/2EB vA4-R-SA C �t�EGH@LLI- i- _E-L �KS:NGLE CAPRI CM8-A300-V65-113H 150PAR _ AVA-1-3/F400MH-208-BRP-P_ LT2-HS MVR400 _ LAMP EMCO S! A-I-P _ LAMP ;ALA -POLE SLA-DOUBLE PRECAST 40' OA 30' MH TYPE 3 CONCRETE POLE AVA-2-3/F40UMH-208-BRP-PLT2-HS _ EMCO SLA-LP PRECAST MVR400 40' OA 30' MH TYPE 3 CONCRETE _ _LAMP SL..,-POLE PRECAST _POLE' LOT FREIGHT PSL LO T WIND LOAD WCM-175M-MT-LP _ SLB PRECAST_ DAYBRITE COORDINATE WITH UTILITY ?UIREMENTS AND LOCATION. flOG. THESE PLANS AND ALL PROPOSED K V ARE SUBJECT TO ANY CORRECTIONS- REQUIRED BY FIELD INSPECTORSvAT MAYBE NECESSARY IN ORDER TO EOMPLY WITH ALL APPL.ICAdLE C! , , FILE COPY PAUL WELCH INC. MECHANICAL * ELECTRICAL * CIVIL ENGINEERING 1 984 SW BILTMORE ST. SUITE .# 1 1 4 PORT ST LUCIE, FL 349B4 PHONE E-MAIL FAX (7721785-988B PWELCHINOPAOL.COM (7721785-9933 AUG 31 2007 PAUL WELCH, P.E., FL. REG. NO. 2994S k% 3LB 1-19 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT % MAY BE NECESSARY IN ORDE�OTp S COMPLY WITH ALL APPLICABLE 4 LB 1-19 FILE COPY _B _19 O PAUL WELCH INC, pp� � MECHANICAL * ELECTRICAL * CIVIL ENGINEERING � f u 1984 SW BILTMORE ST. SUITE # 1 1 4 PORT ST LucIE, FL 34984- PHONE E-MAIL FAX (772)785-9888 PWELCHINr30A0L.COM (772)785-99335 AUG 31 207 PAUL WELCH, P.E., FL. REG. No. 29945 _ 75CD RETAIL ';'. TENANT TTC, PROVIDE (D I"C. TO BUILDING TTB. COORDINATE WITH OWNER AND TELEPHONE/DATA UTILITY FOR EXACT LOCATION AND REQUIREMENTS. (TYPICAL EACH TENANT SPACE) PANEL "T3"- W AT ` TTC (2)18. (I)#IOG. T3-2.4 IN I"C. T3-II+ ..... > (TYPICAL U.O.N.) 61 I AHU R 3 -- ABOVE ACCESSIBLE CEILING OAF ADJACENT TO AIR HANDLING UNIT. (TYPICAL) Z F- �,..� F 75CD FAAP 73-I I F 30AR T3-11 30AF 3R WP �� I CU-3 (2)#8, (D#IOG• T3-6:8 IN I"C. (TYPICAL U.O.N.) ZFAWORC 1 PANEL SCHEDULES FOR CIRCUIT DESIGNATIONS FOR OTHER RETAIL SPACES NOT SHOWN ON THIS SHEET, TYPICAL UNITS 2-12, 15-2.1 POWER/SYSTEMS PLAN UNITS 22 & I POWER/SYSTEMS PLAN N N -- _ L S.W. DENOTES SHOW WINDOW RECEPTACLE, CEILING MOUNTED.. 2. PROVIDE (2) 3/4"C FROM EACH TENANT PANEL AND STUB UP ABOVE CEILING FOR FUTURE USE. WWI: TO TELEPHONE DEMARCATION POINT. VERIFY EXACT LOCATION, AND REQUIREMENTS WITH TELEPHONE -1-OMPANY PRIOR TO INSTALLATION, UNITS 13 & 14 - POWER/SYSTEMS PLAN N( I/4" = I'-0" 4-6:8 PLANS AND ALL PROPOSED WORK SUBJECT TO ANY CORRECTIONS IIRED BY FIELD INSPECTORS THAT; ►Y BE NECESSARY IN ORDER TO =.` SLY WITH ALL APPLICABLE.CODES.' 11 PAUL WELCH INC. MECHANICAL * ELECTRICAL * CIVIL ENGINEERING 1984 SW BILTMORE ST. SUITE #1 1 4 PORT ST LuCIE, FL 349B4 PRONE E-MAIL FAX (772)765-9888 PWELCHINCC%A0L.0OM (7721785-9933 PAUL WELCH, P.E., FL. REG. No. 29945 AUG 3 1 2007 --- snEEr WAS2101 5 H-20:22 WALL MOUNTED FOR LIGHTED SIGN. COORDINATE EXACT LOCATION OF LIGHTED SIGN WITH ARCHITECTURAL DRAWINGS. (TYPICAL I EACH TENANT SPACE) 1 ! I TYPICAL UNITS 2-12, 15-21 LIGHTING PLAN 1/4" = 1'-0" KNITS 22 ex I A LIGHTING PLAN 1/4" = 11-0" iLANS AND ALL pROPOSED WORK ,UBJECT TO ANY CORRECTIONS RED BY FIELD INSPECTORS THAT f Be NECESSARY IN ORDER TO " LY WITH ALL APPLICABLE CODES'_ PAUL WELCH INC, ppi�tt-� MECHANICAL * ELEr- TRPCAL * CIVIL ENGINEERING � raP'+a�cw R 1 984 SW BILTMORE ST. SUITE # 1 1 4 PORT ST LUCIE, FL 34984 1--- R PHONE E-MAIL FAX I77Z)7B5 9888 PWELCHINOPAOL.COM (7721785-9933 r � ��� PAUL WELCH, P.E., FL. REI33. No. 29945 ____ HAND HOLE WITH CAST ALUMINUM COVER (f `f FINISH GRADE---., FIXTURE TYPE "SLA" CONCRETE POLE — 3/4" CONDUIT CAST IN POLE BRANCH CONDUIT LIGHTING STANDARD DETAIL (DIRECT BURIAL CONCRETE POLE) (N.T.S.) JC FAULT 1 IP = VA / V ........................... 312.50 TYPE: CU — SINGLE CONDUCTORS X = 100 / z ........................ 100.00 DUCT: NON MAGNETIC - LION-SHEILDED Is = ( IP * x ) + Mc ......... 31,250.00 AMT / Sz: 4-500 MCM Y = ( 2 * L * IS )/(c * VN) ........ 0.91 LENGTH: 1 50 FEET E1600❑ F 1 = Is 1/ (1 - F- Y) ....... 16,374.71 ZI 0 Of/A.-kc- FAULT 2: Y = 2 * L * IS)/(C/VN) ................ 0.89 TYPE: CU — SINGLE CONDUCTORS F2 = F1 * ( 1 / (1 = Y)) ....... 13,664.1 9 DUCT: NON MAGNETIC — NON —SHIELDED AMT/ Sz: 2-3/0 AWG LENGTH: 75 FEET 23000 U-se= Wc+occA(G 1(000 A r--usE e MA I I� �ISG. (r}-) -(000 MCM Tow" tN EP,CK of (+) Yaps o'F 4"C l!C1 ELECT LOAD CALL PER NEC 220 24B50 S.F. @ 4.5 VA ....................... 1 1 1 B25 VA A/c HEAT ............................................. 1 10000 HOUSE PANEL ........................................ 296210 STOREFRONT ... 264 LF @ 200 VA......... 52E300 SIGNS ............... 22 @ 200 ................... 4400 MIs c..................................................... 33000 TOTAL 341 655 VA 341655VA ----------------- = 949 A 20B 3 USE 1200 A MAINS O f Tl ,, tAA'f iS S M le-rel- a 14 Z" 4 le .(;( P5 T"udx►A \44/(12) - U oo. M C, 0 �' -I-li rt,/ N *`-`%, Z,too1Ao Z&T --- &LL � 1 DOO P.te- 12 (fLh i 2ti - %� l27'too �1Ar 1� T� NA?T P,ia''%I's<FII i-"LZeI µo�ts� vTltc-125 ZOv/! bI� IZ�AE r-u6� �r 13!t w/o 1 -r i+wq, it to c l �tz-Nla it, v, c. 3�b _CtJ L4 R�tJ D Td Bl nc+ S [ EEt-� i, P) fe.JzlLf To ELECT. D I S T. N.T.S. PANEL % T'frtcAL_ -j" l I�� �� MAINS: KIM.L.O. AMAIN BR TYPE: SQ. 'DII or ITE tOooQ��C� BUS RATING: MOUNTING: RI=CESS 11 SURFACE VOLTAGE: to2 ! 4 40 KT . 0, DOLES AMPS DESCRIPTION Wlt�f~ �,,IQ C KT NO, POLESAMPS . DESCRIPTION ivies c.,wp 4 r 7 9 10 1 10— 1 1 12 13 14 15 16 17 18 1 20 21 122 23 24 25 26 27 28 29 30 3 1. 132 33 34 35 3 36 37 ) I 38 39 40 4 42 PAN E L % UN1�1G MAINS: M.L.O. JJMAIN BR TYPE : SQ. ' ' D' ' or ITE $apoo mr— BUS RATfNG : _ 2ooA, 3w�5(J MOUNTING: J1 R`I=CESs IN SURFACE >JtMA ---%,(L VOLTAGE: I-LO4 lob t ¢ KT . 0. DOLES AMPS DESCRIPTION wi94- c nip C KT NO. POLES AMPS DESCRIPTION 1 Z I'I 2 J TI M It ►%"� 3 4/ �► 5 2. � � 1 I "�. 6 Z � ca I �. tz . ►� la M P � � Fla-`t�. 7 8 9 2 20 I G�: 10_ 1_ Ho VoS(0c-1 FuM P �d to (I+ c 1 1 12 13 Z 2 0 MINIczotwa 51eiva I , 14 I 20 Krupp- °s # Jv%�/Z"C. 15 16 17 gyp` 10 +a 18 19 la1 vC--1 LTA 20 'I. In 516tN aj ` 21 22 23 24 I 2% TI M 15:-LtzGvf- 2 5 26 1PA0% 27 28 29 ram_. 30 31. j 32 33 € 34 35 i ! 36 37 38 39 40 41 142__L_ u A CA,P t r 5 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT, MAY BE NECESSARY IN ORDER TO 'COMPLY WITH ALL APPLICABLE CODES, PAUL WELCH INC. MECHANICAL * ELECTRICAL * CIVIL ENGINEERING 1 984 SW 81LTMORE ST. SUITE # 1' 14 PORT ST LUCIE, FL 34984 , PHONE E-MAIL FAX 1772)785-9886 PWELCHINCC@AOL.GOM 47721785-9933 PAUL WELCH, P.E., FL. REG. NO. 29945 ip� SHMT �i -5 OF (C(0)N2URU(CUH(0)N IL kno AND �~.s f MMWA ROAD White Indian River City s1 Easy Sarect Hancock Dr. Part St Lucie, FL 34952 rn _T� PROPOSED Prima Vista BI vd S I T E ani& Club l31 Part St ]Lucie LOCATION MAP N.T.S. HDn� �r'' l ��� � i,�Uk.R:f ��n �,_ ��;id,, OIEC7PHUN ��59 7(0)wN2HHHT ��6209' Rkn(GT� (60T�o 1111-:1 N 1 1.511:-1.1'Z OUo TIJUCHT�n (C(0)UNU"y 9 J?Tn(D)RHJDA SHIEIET 1�)lii I1 tiC'I'Z 111112 C Clover Sheet IF�MZR Efte Man a o 9 9 P-2 UdHt r PRam I'�-; (�)t•t•�it�� tie}��ti� (•c��l��l��e�ti���l�� f"l..11�� r�> > r�� p�,l ;,.,�.►_ :., ,.II,.19,.1 ,1MMI Iall•�1;12-11.�,-1 Ill2, E�; SE- I o SE-3 Septic Tank, Pump., Lme I nstzHzEon Sheets W—I }��c'� 1 t It'�•Il l���111� OWNLR: WYNNE BUILDING CORP. 8000 SOUTH U S#1, SUITE 402 PORT ST. LUCIE, FL 34952 PHONE: 772— 878— 5513 FAX: 772— 878— 0224 L��N� SLIRVEYOO R: ALEXANDER J. PIAZZA, PSM, INC. 619 SW BILTMORE STREET PORT ST. LUCIE, FL 34983 PHONE: 772— 340— 7770 FAX: 772— 380— 0520 ILr'�ND��CaPE � RCI--IITECT: WILLIAM A. FLINT 2310 SE COUNTRY CLUB LANE STUART, FL 34996 PHONE: (772) 220-0424 FAX: (772) 220-8915 C11;COPY ST. LUCIE COUNTY PLAN REVIEW BLDG: DATE: ELEC: DATE: PLUMB: DATE:' DATE: ENGINEER -0 TREASURE COAST ENGINEERING AND DEVELOPMENT ADAM H ELTEM ES, P.E. #59353, B.P.E. #26590 1110 E. 7TH STREET STUART, FLORIDA 34966 PHONE: 772— 221— 3724 DATE BY REVISIONS REFER TO SHEETS �F• �S• 69, t8, SO, S�, X�n. 8�, O St+ St+ St+ St 9t 9f 9t 9t S9t U.S. HIGHWAY NO. 1 (S.R. NO. 5) (200' R/W) EXISTING FIRE ............k...... ... ,,,,, ,,,,,,,,,,,,, W„ ,,,,,,,, ,,,,,,, ,,,,. --,,,, HYDRANT ASSEMBLY 06, PROPOSED DOUBLE-FACED S. 90100'00" W.v St+ ILLUMINATED MARQUEE SIGN-400 SF 1.00 EMSTNAMTERMAIN EXISTING 12" WATERMAIN pROp NE N NOT TO EXCgED 30 FT HEIGHT CON14D ,....................... �---W---WM---WM--WM---A@yT--WM---WM---WM�jr--WM-♦4----WM- 1 j{ - WM--WM---� WM---WM-- WM---WM---WM---WM---WM---WM---WM---Wm- - M---WM---WM---WM---WM- �O -M - �v1--- o• -C / --- --- + --- t+ `'+ �'•• P.' :• CJ O'�,:l V'+'. YM t V�.� .Y°� a P., . 7�CA• s GC•. .•/�' aQ' �ra•'W ° '..a.. BIL3. DISC #3333 ". ' t i SF -�l�,_ r .� S SF -FLrA RE EL.=12.98 F -NGVD O i DISTANCE TO DRIVEWAY-y �� 1 ,® (FU CONNECTION) a + 'T i PROPOSED 6" PVC FIRE ISERVICE LINE AND FDC O AA s'9l 91 9t+ 9I+ 2.00' 6Sr ' IGUARD RAIL _ +01 a OF EXIST. CONC. i I BOX CULVERT I 6.0' i I.E.5.40 C. j •S„•, i wn HANCOCK DRIVE %% I .:,(Sz� --- - -- - -- ---- (ST. WOE COUNTY - 60' R/W) ----- O I FS 10.0° �'V�q+ LOADING ZONE N I l V----------- 99 Q�C9 1 r s °°� ® / xis FOOT TYPE "D" CURB (TYP) 24.2 r r. ' " 9 " I 8 ' • .. t�I x, o• ao I �,%� ® PROPOSED FDO 23.9' y O TYPE "C" INLET (TYP) S PJ® s 0) PROP 10• r w• I �"l 8+ UTiLI EASION ENT a 3� r : �h i r< 15 o I @ o\ Jt •a• r Tit 1 O r _ 1 PROPOSED FIRE HYDRANT STOP SIGN AND 4 ASSEMBLY (5' CLEARANCE ®� I STOP BAR (TYP) /y 7 p p rrl - + - ® 11.0' FROM TRAVEL LANES) i s PROPOSED 6' CONC TE / / • ��a • , SIDEWALK PER ST. LU IE �1Ped�lU/ COUNTY REQUIREMEN w 1Gd� lU/ - ,. } 15 NUMBER OF PARKING SPACES IN A ROW a 14+ .r g i w+oo PROPOSED WATER I PROPOSED *395 LF 3" FORCEMAIN - 'g'' } N �I WOOD POWER POLE TO PROPERTY LINE z SERVICE AND METER BAN �( CONCRETEPOWER POLE ° �' \ R t Qy4` J }, I�1 • I 1= z 6.(' L� S.p. - +9 Iv 3 a I J OVERHEADPOWER LINES I i I�- 26.0' �` 9t oo, § Z I I I �.., '•2, (o fit+ O o K 4 U) I Q 3, Q O LOT O G (TYP) \4 <., " w U PROPOSE 40OW SODIUM LIGHTS -SINGLE I L 1 Co PROPOSED - DOSING/ c� Q 1 i I 16.7' .0' a2 _ �_ ---PUMP TANK (R TOe ETAIL) i Z -CO PROPOSE 40OW SODIUM LIGHTS-D180 I 5� e PROP - Aj I Q � 4L I C000 -:r I 1 ap 1 � SEPTIC TANK (R •` T'b, ETAIL) i rY ;n S6.., ,��, ® PROPOSE DECORATIVE FLUORESCENT LIGHTS i 016.0' LO 21 1C.0' Wit+ " I o otr �� I �s O �: FUTURE 60 LF OF 6 PVC WER 12'X12" ft i JJ b O• 10 0 7 " CLEANOiIT AND PLUG Z 7 Z CONC. DUMPSTER I+ i h l o o z, � a 0 4' LANDSCAPE PLANTER PAD AND ENCLOSURE -I,,, Q�rl' ���® a 37" '• 5' ADA (TYP) = U) ' PER DETAIL Ii s aS' I X I ? • I Lj I ®PROP H lis MR 4114441014512TRE)NOM® 1 •": BRICK P VERS LOT 19 i w �yA . -- -- tt _ -- - a- -- - I60,PR ftj IF WM N 1 F.F. EL. = 13.16 I 1 c WA IN _ BICYCI E RACK j j I n 17. ' --� fO o P j r 6 TRANSFORMER PAD b l € PROPOSED IRRIGATION 4 Q I m P g w O t+ a• r I cps, PROPOSED 1-3300 GALLON X/ EXISTING ELEVATIONS WELL, PUMP ; p I r �f -1 9 0' 12. 8. i 5.0 " " . TANK (REFER TO DETAIL) I � � •t .", ..a�' •e• + ® ;y.:a'. ®'. •:.•.t> ® d•;r.a�t'y.+,sQ.,. •a. a.• ••�,. ..®: t tt' o PROPIDSED W TER 6t• I « 934 SERVICE AND METER BANKS °t+ j �` o O i I I 6.0' 12' VAN ACCESSIBLE ! t+ O Sa I I I N °t' I 1 , PROPOSED SIDEWALK I r) I I I @) Q PROPOSED WATER I i I ® SERVICE AND METER BANKS i 3" RESILIENT i ' LO PROPOSED ONE STORY RETAIL BUILDING SEAT GATE VALVE (TYP) 1 i i + 24,951 S.F. (TOTAL) I j 29.7'- 29.7' PROPOSED 3' SIDEWALK F.F.E. = 1"0 2 0' I - - - - - - - - - - - - - - - - --------------------------------l�J� I --------- ------- ----------- -----------------------'----- - ----- - - - - - - - - - - - - - ------------ I 4. t +' •l +'' •aa••. •• .. +' .' 4 .y' ? . CA s Cs� S N 802 b c o SF SFr s SF-tt SF SF96�t SF SF + S , f 1+,,,,,,,,,, ,,,,,,,,,,,,, ,,,,,,,,,,,,,. ,,,,,,,,,,,,,. SF F SF SF PROPOSED S rORMWATER OUTFALL S b A6 b n `p+ TOP Ce BANK:7 + + EXISTING DRAINAGE %i LE � I EXISTING DRAINAGE AND UTILITY EASEMENT + S. 00"00'02" W. 410.14' 61 ?, �+ s s 5 ° s 3 ----------------------------------------------- '------------ I I I I s I I ! I LOT 13 i i LOT 12 LOT 11 VACANT i F.F. EL. = 11.88 F.F. EL. = 12,38 LOT 14 I 1 i I i I I I 1)f ":"I�:•\.III.:. ILU m/bf>C[R DA1 MIDD NOTM- 1. TOP .,. , , n SHALL HAVE RUUCr#E BE r r 1 II 1111111111 M •,1 r " BUM 2. 1301110M PORTION SHAU. HAVE :. r 11 YM am OPME GE1 AM : OM M & 2: MAY BE FAMUTED, ON ONE a OR 1 4. HEIW SHAII BE T MEASURED FROM TO ,� 1 1 � 1 1t 5. .t VAN ACCESMI SIGN SHI BE ADDED 1 ONE t 1 IM LAMM .7. 3l:r S .. 1r, i.... to BA. n sBnBoa�s FUM AM OW AM B" BAID Ir Cam sae . �' ■/20MQ'L r / .Y�70�fTlCYIO b Io1/roaVA 0 ® ® ® e Wit RM ruL SLKUJM C4 --Usn�roo(eon+sBrs1 i/ FLFD a3LS t 1 #5 AT r idm6�i10f1 a _B' 3& X 4n S& BOIIAiD '" r%ales KM '1'�'�.'I(� ��I . U)I \lNl".��I°I�:�I� l:[•:C"'1•(�1:11. t � L� \ L,(���� �1� 1 SAEGER AVE VJTMWAN RD. i 0 WHil SBURG LOCATION MAP - SECT. 15, TWP, 36 S., RGE. 40 E. LOTS 20 & 21 PROJECT CONSULTANTS: OWNER: WYNNE BUILDING CORPORATION 8000 S. U.S. HWY. ONE PORT ST. LUCIE, FL 34952 PHONE: 772-878-5513 FAX: 772-878-0224 ENGINEER: TREASURE COAST ENGINEERING AND DEVELOPMENT, INC. 1110 E. 7th STREET STUART, FL 34996 PHONE: 772-221-3724 FAX: 772-221-3726 SURVEYOR: ALEXANDER J. PIAZZA, PSM, INC. 619 BILTMORE STREET PORT ST. LUCIE, FL 34983 PHONE: 772-340-7770 LANDSCAPE ARCHITECT: BILL FLINT 2310 SE COUNTRY CLUB LANE STUART, FL 34996 PHONE: 772-220-0424 FAX:: 7772- 220-89915 (CNRUCO SCHEDULE: PROJECT SHALL BEGIN CONSTRUCTION WITHIN 12 MONTHS OF SITE PLAN �/(�}APPROVAL. ,(\\y ���jj�jj�j�4���/(f �j�Jj��\�q ISUAL J�lL6 1L% Epy CJ1�11W 111.1`L/•6 V + LOT 20 & 21, PLAT OF I EXINGTON SQUARE, AS RECORDED IN PLAT BOOK 24, PAGE 2, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. CONTAINING 121,665 S.F, OR 2.79 AC. MORE OR LESS. CS 1L RI1Li DATA: A Jl Aa 1. ZONING DISTRICT: COMMERCIAL, GENERAL "CG" 2. FUTURE LAND USE DESIGNATION: COMMERCIAL— CGM" 3. P.I.D. NO. 3415-702-0019-000-4 3415-702-0020-000-4 4. THE PROPOSED BUILDING SHALL BE ONE STORY, CONSTRUCTED OF CONCRETE BLOCK, HAVE A MAXIMUM ROOF HEIGHT OF 35 FEET AND SHALL BE SPRINKLED TO MEET COUNTY AND STATE BUILDING AND FIRE DEPARTMENT REQUIREMENTS. 5. WATER SERVICE PROVIDER: CITY OF PORT ST.LUCIE UTILITY SYSTEMS DEPARTMENT 6. SANITARY SEWER COLLECTION SYSTEM: OFF -SITE SEWAGE DISPOSAL TO LOT 3 - LEXINGTON SQUARE MEETING SLC DOH AND FDEP CRITERIA 7. WASTE COLLECTION PROVIDER - WASTE PRO 8. ELECTRIC PROVIDER - FLORIDA POWER AND LIGHT COMPANY 9. TELEPHONE SERVICE PROVIDER - BELLSOUTH GENERAL NOTES. 1. DEVELOPMENT SCHEDULE: A. APPLICATION FOR BUILDING PERMIT SHALL BE MADE UPON SITE AND CONSTRUCTION PLAN APPRCVALS. B. CONSTRUCTION WILL BE COMPLETE WITHIN 12 MONTHS OF ISSUANCE OF A BUILDING PERMIT, 2. THE SITE SHALL PROVIDE WATER QUALITY PER SOUTH FLORIDA WATER MANAGEMENT DISTRICT CRITERIA AND EXISTING ENVIRONMENTAL RESOURCE PERMIT NO. 56-00425-S. 3. NORTH ST. LUCIE WATER CONTROL DISTRICT EXISTING PERMITTED LEXINGTON SQUARE DISCHARGE CULVERT SEPTEMBER 16, 1981. 4. SITE LIES WITHIN FLOOD ZONE "X" ACCORDING TO FEMA PANEL NO. 12111C-0280-F, DATED AUGUST 19, 1991. 5. LANDSCAPE IRRIGATION SHALL BE OBTAINED FROM AN IRRIGATION WELL WHICH SHALL MEET SOUTH FLORIDA WATER MANAGEMENT DISTRICT AND ST. LUCIE COUNTY HEALTH SERVICES CRITERIA. 6. PRIOR TO ANY CONSTRUCTION ACTIVITIES SEDIMENT EROSION AND TURBIDITY CONTROL SHALL BE IN PLACE. 7. THE PROPOSED BUILDING SHALL HAVE GUTTERS AND DOWNSPOUTS DIRECTED TOWARD THE RETENTION AREAS AND DRAIN INLETS, 8. THE PROJECT IS NOT LOCATED WITHIN 1000 FEET OF A PUBLIC WATER SUPPLY WELL 9. SITE LOCATION LIGHTS ARE GENERAL LOCATION ONLY. 10. ALL UTILITIES SHALL BE PLACED UNDERGROUND AND LOCATED IN EXISTING UTILITY EASEMENTS UNLESS INDICATED ON PLANS, PARKING (CAL CMATTO S: 1. PARKING REQUIRED:' " °- P - N RC)VT�f 24,951 S.F. (RETAIL) X 1 SPACE/200 S.F. = 125 SPACES 50 2. PARKING PROVIDED = 12g SPACES-- 3. HANDICAP SPACES REQUIRED AND �1 IIY ,�jaij'i`r PROVIDED = 5 SPACES lm 4. LOADING SPACES REQUIRED AND fl' PROVIDED = 1 SPACE GROSS SITE AREA: 121,390.00 S.F. = 2.79 AC. = 100% COVERAGE IMPERVIOUS AREA: 81,187.51 S.F. = 1.864 AC. - 66.8% COVERAGE BUILDING AREA: 24.951.00 S.F. = 0.573 AC. = 20.6% COVERAGE PAVEMENT: 46,844.80 S.F. = 1.076 AC. = 38.5% COVERAGE WALK AREA: 9,391.71 S.F. - 0.215 AC. = 7.7% COVERAGE PERVIOUS AREA: 40,058.69 S.F. = 0.920 AC. = 33.0% COVERAGE DRAINAGE EASEMENT: 22,044.45 S.F. - 0.506 AC. - 18.2% COVERAGE LANDSCAPE ISLAND/ PLANTERS: 8.922.74 S.F. = 0.205 AC. = 7.3% COVERAGE OTHER LANDSCAPE: 9.235.30 S.F. = 0.212 AC. - 7.7% COVERAGE REQUIRED INTERIOR LANDSCAPE: 2,610.48 S.F. = 0.060 AC. = 2.2% COVERAGE General Notes 3 Rem. 1 parking space for loading zone, mod. FM 3/21/07 2 Add loading zone turning radii per SLC. 1/12/07 1 Add rear building sidewalk and one-way lane 10/20/06 No. Revision/Issue Date Sign and Seal YXA47 . Adam Heltemes F5PE- No. 59353 r ti .00 Firm Name and Address T I i 10 E- 7t6 Street e asuree kart, FL 34996 st G Fnone:772-221-3724 Fay 772.-22 t -3726 E-mail: n,4neerinP tcedeeelopmentegahoo.com 1�sC & MFE No. 263yo evelopment, Inc. Project Name and Address CARLT® SQUARE FINAL SITE PLAN Lots 20 & 21 Wynne Building Corporation S. US HWY 1 Project No. Sheet 06-02 Date MARCH 21, 2007 S P - 1 Scale As Noted MAR 2 2 2661 `�S! ASS! 6 `� s° g s�9 �`n9 1 `1, 0s9 0119 U.S. HIGHWAY NO. 1 (S.R. NO. 5) (200' R/W) �!, ��. 91Ps1 °9 z+ �9 !+ zs O• �!, ! �„1. ems, + EXISTING FIRE HYDRANT ASSEMBLY °o. s` "F S. 90.00,00" W. Y._......... ,,,,,,,,, """' CONNECT TO EXISTING S. 90,00'00" W. + p 1.00' �1"11_TE ,LVE AND `s! 2.00 s! EXISTING 12" WATERMAIN --WM--- WM --- WM--WM---WM---W�---WM---WM---WM---WM--SWM---WM--11/--WM---WM---WM---WM---WM---WM---WM---WM---WM---WM-- _WM---WM---WM---WM---W---WM---WM---WM---WM---WM---WM---WM---WM---WM---WM---WM---iWM--- ��_ M-- Ofu +.ulJ1tlT- WAa - ,. ,,"•.,,,,,,, wM---WM,, ,,,,, --- + 9 !S O• O• 6' !• GUARD RAIL ! ! �• + h j;� + ! .. ' y . -fp . • �/'�L d , • 7 7 . . .': i . 1 i ' , • • • . • • . I .• d ' i • �E\, :�:::.� -- y„-- --- --- `+ '.a •..' i .. •• ..Ji .O V•000 0�•• '0.•0�, ••'•'a v ��• :d •� ::. o '7: fT _.• '7.'• , 6"• T �N d ,• • •. • OH HE O r .. . 8 8x, 0 6 --- --- S..0. 00 VJ.. 2 ' ' .0.'. TALL.- -- 1 -- - NAIL,� off ---6. 6. ,.-----J---- --- . DISC 88.3'#3333 °� ; - T�I�----- - - 6- LINE- I f EL.=12.98 FT-NGVD O 1 �o RESILIENT SEATE GATE VALVE A D DISTANCE TO DRIVEWAY 1 `L cri ow * 1 0111. !9�`+ ��� s� r a 1 W FDC/DDCV PER CITY/COUNTY 6 0 ` REQUIREMENTS + z F 140 LF O3" e wM w"� I 6 I H A N C 0 C K DRIVE CEMAIN AND P G 55.0' i o�� '""� _ JJ 1 ,A Arc-, WITH LOCATOR E �5 0 -� -- -- - ---------------- ---- .O. 1 ' �y Q AND EMS MAR I (ST. LUCIE COUNTY - 60' R/W) Oo ��J �� 1 o - ;, �<< °� o ; %� 0 3.9, 0 .,ry /,,,, o o �'\5 O i`$� `n 24.2' a `L� a 1 ; • . r�A. 90� i , 1�� 0 11 S� z ' 5 0' 1 23.9' '� .+ I 2v50 y'�'N 0: + INSTALL FDC SIAMESE : i , �� s��z I Q�'� i �,. g°0 CONNECTION PER BUILDING i �`+ �+ ` ` 3 SPRINKLER AND FD :: �, I 37.3 - SPECIFICATIONS ILIE(GJE� ° / I �► 5.7 d I ---------------------------- i v 9 � 19Z 15 NUMBER OF PARKING SPACES IN",A ROW Q �! ' ��' �z I O� + ZU HP •. •' INSTALL FIRE HYDRANT d 1 WOOD POWER POLE \ �' / o `� 12 I I �� f 1� 1 0 �� 1 11.0 x ASSEMBLY COMPLETE �( CONCRETE POWER POLE �� 70 0. / �' �� 13 • ' W/ 8"0X6" TEE AND 6" I 1 ��.. •., :. /�MU U111111 v, 13 ..d... RESILIENT GATE SEAT GA I F- VALVE (5' CLEARANCE e ; z OVERHEAD POWER LINES I W 9�• 13• d. FROM TRAVEL LANES) 8 �� •mod S PROPOSED 40OW SODIUM LIGHTS -SINGLE ��\ p -"' I d• PER DETAIL R � I W PROPOSED 400W SODIUM LIGHTS-D180 // O• INSTALL w Sal! I `6!! �+ 1 ,�o + INSTALL 2 HDPE WATER I Q O PROPOSED DECORATIVE FLUORESCENT LIGHTS I 1 I I . I \ I I � I O 4' LANDSCAPE PLANTER 1 �'o?\���\ I 4 I I R.0 4 BRICK PAVERS i 15 2 I 12• I I I I I I X EXISTING ELEVATIONS >>� 1 1011, I I I I� PROPOSED TOP OF CURB ELEVATION PROPOSED PAVEMENT ELEVATION NOTES: 1) NO TREES OR OTHER INVASIVE ROOT PLANTINGS SHALL BE LOCATED WITHIN 10' OF A CITY UTILITY MAIN. ALL OTHER UTILITIES SHALL BE A MINIMUM OF 5' HORIZONTAL SEPARATION FROM CITY UTILITY MAINS FOR PARALLEL INSTALLATIONS AND A MINIMUM 18" BELOW CITY UTILITY MAINS. (ALL MEASUREMENTS FROM OUTSIDE TO OUTSIDE). ■o1 LOT 19 LI F. F. EL. = 13.16 1 o I O %I 10 O 4" IRRIGATION WELL, PUMP AND I . WASHDOWN HOSE BIB i 1 I Il I 1 I I + I I I I I I I I I 1 I I I INSTALL 3" RESILIENT I I, 1 SEAT GATE VALVE (TYP)� I I I� I I l�l ---------------------------------------------J 10 0 10 20 SCALE: 1" = 120' A. 26.0' IH i I I L---------------- 5 99� f395 LF 3" SDR-Z6 FORCEMAIN TO ° PROPERTY LINE + 5� 1 WITH 30" MIN. COVER IN VLUU 4MMS" MARKER � o D/S - 12" �3 0 O � z � VALVE PIT �Q 0. 1 r 1-3 ALLOP to TO DET SERVICE W/ 9 5/8" 11. 1' METER BANKS AND RPZs PER DETAIL d INSTALL 40 LF OF 4" WATERMAIN WITH LOCATO WIRE, 8X8X4" MJ TEE, •. AND 4" RESILIENT SEAT Lrn^ GATE VALVE ;. d .1J PUMP TANK CIZ LOT 21 " 10.0' ��� 1-1500 GALLON, TI'C • ANK " h ,Q INSTALL 23 LF OF 4 + REFER TO DET 60 LF OF 6 PVC SEWER o so, INSTALL 23 LF OF 4" WATERMAIN WITH LOCATOR PTI \( CLEANOUT AND PLUG AT o WATERMAIN TH "LOCATORWIRE, 6X6X4" MJ TEE �� WITH LOCATOR WIRE �:' ' WIRE, 4X X4 MJ TEE, �2Sp -z " RESILIEN SEAT GATE VALVE AND RESILIENT SEAT 50 GATE VALVE o W/S - 12" (REFER 1�• ' ALL 6 TO 11 TO SPECIFICATIONS) o + 4 REDUCER b " " INSTALL 8 TO _INSTALL (1) 8 N cp 646" REDUCER _� ��� X 90' BEND _ o C N TRUC 141 LF �F 6'" 90 1• - 2.8 •� N WATER -A LOC, OR -� Lt- - ' Ii W 00 O � I I ' hQ i, Q Q U W CD o Q z 00 � Q 00 0 ' s(5,bz z 1 c) z x I W I i 17.0' CO + 6zs INSTALL f20LF OF !z (� . s • 1 4" PVC WA °' 0 �� 1 AND LOCA �1 1 ,�'�' 1 �1 1-3300 GALLON SEPTIC TANK 1 (� ! 9.0 (REFER TO DETAIL) • 1 n ✓ ' 1 T 4 a . . . • 1 8.3'44 CQ c6.,, A� 14 r 234' INST LL 2" H1aPE WATER °�. SERVICE W/ 8 5/8" °Z i �� CO + INSTALL 2" HDPE WATER I + 6 0' i " METER BANKS AND RPZs o I !+ • SERVICE W/ 7 5/8 , s� METER BANKS AND RPZs ..d INSTALL 2" BLOW -OFF PER DETAIL i II SERVICE VALVE PER DETAIL CD AND SAMPLING POINT NO. 2 (SP-2) � 1 1 I 0 � i 0 9.7' �1 1 + 3 0 '5 o 24.01 - - - - - - - - - - - - - - - - - - - - ------- ------------------ --------------------------------------------------------------------------- ---- 's ---------- --------------------------------- �:--------- °! + ! - 80.2' �+ 96. �. of - IQ °! H °C, °` / o ' O p0 + � �n� � �+ TOP OF6� B��,A�NK �.....-....,.�..,.,`...,.�,t. J + EXISTING DRAINAGE §WALE ��� 0 �00 00 EXISTING DRAINAGE AND UTILITY EASEMENT + 0 09. �- 00°00'02" W. 410.14S0 0 0 0 0� 0 1 0 alp°! . General Notes DEWATERING ALL CpdmiULR10N oewATTw+o {MEII PON)S. &JIPS E7C-•i sw111 m N .. THE I. Nd110E amewr► INCUI LESS THAN a AIM LESS TW" 100 IO MAL. LESS 7FNN so mm AIO No RT:SOURCE OR OF FSM MOM 7HFS PERINT SWILL E OwdN M H4 THE CONTRACTOR AT THE CONTRACTORS EGENM CALL 48 HOURS BEFORE YOU DIG IN FLORIDA 1-800-432-4770 IT'S THE LAWI SUNSHINE STATE ONE CALL OF FLORIDA, INC. County Health Dep` St. Luc1e ental Health Section+ Envlronm roved for Constructiolfi®1 Site Pian AAA revious Sit (Pi Super 09jte OSDS# �teviewer; F\1.ECOpV 2 Add EMS Marker-PSLU 2/6/07 Rotate septic tank, rel. FM Mod. firemain, crossings l0 / 2s /os per PSL Utility No. Revision/Issue Date Sign and Seal Adam rjeltemes FbFE. No. 59355 fine Name and Address 1 1 10 1-. 7t6 `jtreet Treasure 5tuaFtf FL 3+996 Phone:772-221-372t Coast Fax 772-221-3726 F-mail: !ice gineering tcedevelopmentogakoo.com & FbFF- No. 265YO evelopment, Inc. Project Nome and Address CARLTON SQUARE UTILITY PLAN Lots 20 & 21 Wynne Building Corporation S. US HWY 1 Project No. Sheet 06-02 me OCTOBER 3, 2006 P-2 Scale As Noted 15 0 15 30 SCALE: 1" - 30, o-✓ 2 - 2' POTABLE WELLS ,er WOOD POWER POLE CONCRETE POWER POLE OVERHEAD POWER LINES X J EXISTING ELEVATIONS NOTES: 1) CONTRACTOR TO INSTALL AND MAINTAIN SILT FENCE AS INDICATED ON THE PLAN AND PER DETAIL UNTIL THE WORK HAS BEEN COMPLETED ACCORDING TO THE INTENT OF THE PLANS. SILT FENCE LOCATION CAN BE RELOCATED AS ® PROPOSED INFILTRATORS NECESSARY TO PERFORM WORK AS LONG AS THE RELOCATION CONTINUES TO PREVENT OFFSITE EROSION AS INTENDED. UNUSED 2" IRRIGATION WELL "' MIN MUM COVER — 30" 's PB 24T PG 2 N ST. LUCIE COUNTY ROW /TOP -OF -BANK FFE=11.74 „ W,,,,......,,,,----,,,,,,,,, mA^ TOP -OF -BANK ,yx � x a DRANNAGE/SENAOt - 11r S00'00'00"E 158.68' 9' r Z 00� NU(nCD r0ja 0Z5 m Jfnd LJ a O M I--5.0'x— �06 I 11 O! 60 Zi sa3 0 'z N 's a o° oA OJ4 2+ E 6+2 41i © ��x DITCH 170.00' I % ;;£% PPR95IIMATE 04 CAT- IL LbCATION \:781NAGE AND I Y Z rn i 2 � EASEMENT p 1 = .- co �►►�'� LL I z CS TOP-OF-BANK........moo w , a��„ ,,.,,,,,,,, va,�,,,,,, En W + --------------------------------- _ N„Q w --- I es A % F/ I E I -------- �-------- �S ------------S------------�S --------------------- -S,---+' x 75 L.F. OF r 1 x , FORCEMAIN TO DRANFIEID a 17.9'-- F m i MATH 30' MIN. COVER \ If r 1 's 0Z 1 0 l I LIGHT CATCH BASIN 1 fO - I GRATOE 100.20 3 � I I £ I LOT 3 {} I Fa I o 000 ! E LOT 4 0 tTA LU ; P O 6 be / II Z o 0.,/ / / / / E c I Q:� cV nm I3 A• ° S6 �Ex �� 3256.5 SF �-N PW DRANiFTELD // NN Zg I M Q I i J ZZ i x� °� i Dw �� <w ' I ^��L — I ow WM ZaLO e. clg _ xs o�-------------- I�� x1ti i / N00'00'00"E 84J6' / I IL0 , A 9. ^•yy �9b 9 \ .... 60' R/W - 20' ASPHALT ROAD / i I 1N3W3SV3 1 �- �,,,,,.�,,,,,,,,,,,,a,.�_.,,, ,�x ,��.z �----------kbiLLn,oL--------,.__J HERITAGE DRIVE J l I N00'00'00"E 94.05' d A9• <_ -_---- --_ N00'00-00"E 204.57' 1 f z� oa x LO Z 00 / I i / �S01+ . I I L—J I I I I I I I I I I °bf I I I I I I I I I I I I I I MAINTENANCE OF TRAFFIC PLAN b c3 ----------- ------ ------ ----------------------------------- ""r---,,,,,,,,,,,,,,,.......,,,,,,,,,,,,,m,, Offset zone: a) Behind an existing barrier, b) More than 2' behind the curb, c) 15' or more from the edge of travel way GENERAL NOTES 1. If the work operation (excluding establishing and terminating the work SYMBOLS area) requires that two or more work vehicles cross the offset zone In any one hour, traffic control will be in conformance with index No. 602, ® Work Area 2• No special signin is required, 3. When a side road intersects the highway within the work area, additional Lane Identification + TTC devise shall be placed in accordance with other applicable TCZ indexes. Direction of Traffic 4. When construction activities encroach on a sidewalk refer to Index No. 660. 5. For general TCZ requirements and additiaonl information refer to index No. 600. ADDITIONAL NOTES 1. All work shall also conform to FDOT Index No. 600 as necessary. 2. Contractor shall provide additional Maintenance of Traffic Plans as necessary. TWO-LANE TWO-WAY. WORK OUTSIDE SHOULDER TWO—LANE TWO—WAY, WORK OUTSIDE SHOULDER PER 2006 FDOT DESIGN STANDARDS INDEX NO. 601 I -A. +9 I °/+ web c�- I 1 + of 6'a • S ol+ I I I 0/+ eo I 0 r I LOT 16 I I LOT 17 I I I I I I I �f0 I °`+ °9l d/• I t I } °r+ O I s6 I I I I + I I I I I I 9db I I I I s /+ Jul+ Qf°f n INSTALL 3' RESILIENT + 6+ SEAT GATE VALVE. CLEAN OUT. CONNEC71ON AND PLUG (T1rP) I I y ---�b-------- -- + iV - - --§�--------------6+ 6+ -------- I I SF ° F I.F. F SFF e0 OF Dim mONAL BOREPER ST. LUCE COUNTY TS REFER TO CROSS-SECTION UNUSED 2" Ii RGATiON WELL 9 fl. 6r1, I!f 'A. 19d. °lTl-------------- —------h f'-------- --1 °l+ I I I I 1 I I I I LOT 15 I I I I I I I I I I ESTIMPlTED EOP I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I 1 I I I 1 I I I I I I I I I I I I I Ml��l 7:�i 3100111l O 1. REMOVE AND REPLACE 3266.5 SF OF DRAIN FIELD TO 6 FOOT DEPTH OR AS REQUIRED BY ST. LUCIE COUNTY DEPARTMENT OF HEALTH WITH CLEAN SAND (726 YARDS). 2. DRAINFIELD TiLE SHALL MEET FDEP AND ST. LUCIE COUNTY DEPARTMENT OF HEALTH REQUIREMENTS. f9.9 FT f9.0 FT f6.0 FT t7.0 FT t6.0 FT Z is 0 M 00 PROPOSED (2) 3" FORCEMAINS DIRECTIONAL BORE PER ST. LUCIE COUNTY REQUIREMENTS f6. LOT 18 KC ZIv1►1T*1Z[! WHERE ANY VEHICLE, EQUIPMENT, WORKERS AND THEIR ACTIVITIES ARE BEHIND AN EXISTING BARRIER, MORE THAN 2' BEHIND THE CURB, OR 15' OR MORE FROM THE EDGE OF TRAVEL WAY. I I I I I Or tl I I I o I J6'+ !°f+ L - - - - - --------------- 4= LF 3- SDR-25 FORCEMAIN At 30' MIN. CO F SF SF F r------------------------------------------- LOT 14 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I �I0 FL I 0 I I b 1t11.5 FT 0'—�f 25.0'— A5 FT 8 T I PROPOSED 3" JORCEMAJN � I I SECTION A NOTES: 1. ELEVATIONS ARE APPROXIMATE ONLY. 2. FORCEMAIN INSTALLATION AND MATERIALS MUST MEET FDEP REQUIREMENTS. OFFSITE DRAINFIELD AND CONNECTION PLAN OFFSITE STORMWATER POLLUTION PREVENTION PLAN General Notes DEWATERING Au ooLarrerc7aN oEr�uaETa+o w�aL rants, sLAws EIC...) sNLL REMAM uiorst THE s.F.B No-LarLCE carERLA. MAXIM LESS THAN a MaX LESS THAN 100 MG 70MI. Lr88 THAN 90 oArs, A10 ND FASOUtCE OR OFHM RVACLS. TM PBALB SHALL BE OBrAM BY 7HE OONIRACIOR AT 7NE CONTPACIORS DO -DIM CALL 48 HOURS BEFORE YOU DIG IN FLORIDA 1-800-432-4770 IT'S THE LAWI SUNSHINE STATE ONE CALL OF FLORIDA, INC. Dept Neglh Lucie e1°t I Nea1t uctior► St c®nst invironn' for Approved• $O s Sit Pia p Plan site s t revl ate Super DSDS wer: Re�j1e 3 Add Silt Fence 2/14/07 2 Mod. directional bore, 12/9/06 add clearance 1 Add MOT per SLC ROW 9/5/06 No. Revision/Issue Date Sign and Seal r` Adam Heitemes FbFF- No. 59353 Finn Name and Addrese T 1 1 10 E 7th cjtreet easure jtuart, FL 5+996 st Flione:772-221-372+ G Fax: 772..22 t -3726 E•-mail: n�Pineerin9 teedevelopmenteyahoo.com �� & FbFF- No. 26590 evelopment, Inc. Project Name and Address CARLTON SQUARE SEPTIC/ROW PLAN Lots 20 & 21 Wynne Building Corporation S. US HWY 1 F Sheet02 R 3, 2006 P-3 Scale As Noted imND§... . TANK- OATEC " R"�:, 000 OALLON I COMP,NIRTM:ENT TANK REINFOI�S`. :D WITH RS .. , F�II-ER AI�II`1 : :5 S.1`F. -1,, 12. 'O C, BOTH WAYS. 6WALLS AND 6NOT1`ON- INLET` TAft CA`M e. 6I 1�00 GALLON 1 COMPARTMENT TANIK REINFORCED WITH AND OEI`IIT�.T RE 11JENT CONNECTORS PER ASTM- 23-•-CFI. CONNECtORS MOSTBE T ITS FIOTT0�1,.. 1IiIET USED WITH APPROVED CLAMP. CONNECTOR WILE, ACCEPT 4- PVT.; PIPE. F18ER atillCl « T L C 12"° OW, C. BOTH WAYS. �, ALLS 01) ANO O IiII RE.SILJENT CO) ECTOR_ PER A I101 23 . CONNE.CTOR8 € T RE USED WITH APPROVED CiA `< COI4I EGfOR WILL ACCEPT 4" I°VC PIPE:, M%= 5" LID WITH 1-m22" ROUND MANHOLE COVER AT EACH END OF TANK UD& 4" UD WITH 1-µ22°" ROUND MANHOLE COVER AT EACH END Of TANK A" I -In WITH T 22' R01I<ND MANHOLE CT1'VER A1' 1 ACM ENO Off' VANX "° LID WITH, 1-��22"° FI�II, ND MANHOLE` COWED AT ..E;,ACH END OF TANK �s� t'II LIDS ARE REINFORCED 1 Ca WITH GRADE �O ICI 1Ir�R, BOTH IJDS AIDE REINFORCED WITH GRADE 60 R.E8491 TANK E.Ilif 4000 PSI CONCRETE AT 28 DAYS YANK & 12 4,000 PSI CONCRETE Al 26 DAYS IMPRINTED ON INLET END OE' TAI K1 , IMPI3MT CD OII WI,E`I END <W TANX LEMNO. F I 8f100 SATE A. P O AL. 1.. EWER; 01 --VT 1-57S C4 LEGEND: FS-I Ism STATIE APPROWL NUI OT-011-27S WEI I , aANK ONLY 24,101 WEI ITT" TANK ONLY 16,150 TkNK A S' LID 34464 TANK & 4" UD 19" R1 TANK AC 8" LID 3748.2 (ANK R III LID ik,C�1 THIS TAH.K IS RATED FOR H20 LOADING W44EY USED WI'rH 8- TRAFFIC THIS TANK 15 RMED t`0k N-2D LOADING WHEN IUSED WITH ITW' TPArFle I.IO A"D "TANK I URIAI, I1Ii:E '11 IS A`T LEAST 18 BELOW GROUND SURFAX" , LID AND T'ANX d1URIAE DEPTH IS AT 11AST IV BELOW GROUND SURVACE, THIS TANK COMPUES WITH SECTION 1003.5 OF THE 2001 FLORIDA THIS "TANK COMPLR: a WITH SE.C110,+i IIIO&S, OF THE: 2001 FLOR10A PLUME, N CODE- PWMBING CODE" II;I7I:I&CE PI'11N CAPACITY PER 1003,.51 1"f axI'I'in INTERCEPTOR (*PA I I1'Y PER 11 1 ..1..'? M "ITT SPECIrlcI THIS SEWAGE TREATMENT RFCIEPTAC E HAr, BEEN DESIGNED, CONSTRLICw'TTEEI AND TI3I SEWACF TREATMENT RE:CEP1'ANX. HAS t$I:-t'N C'OFII�TRI.1€TCD AND STRUCIURAILLY TESTED IN ACCORDANCE WITH CHAPTER 4E- fO13. FLORIDA $THE.ICI1 RAI•Ll'..TESTED IN k',CORDANI�E. WITH CHARMER 4E-0013, FLORIDA ADMINtSTI ATi'�F: CODE, (FAA.) OA`YI) MARCH 22, 20f�T >"°.GMIRI'�iI"urm, Cboc� , (rAt) DATED' MARCH 2Z 2000 DRAWING I 1"` i "� ._ BOX 546 w lwilsr� A- > VAT. DAT 09T General Notes �i .. LQE VI ' d `TANK, CATEWHY 4 6' 410D GALLON 1 COMPARTMENT TANK ItE`.Il`1FCJRCED W11°Ii HBER AND STEEL 12 OjC: BOTH WAYS. Is WAILS ANO BOTTOM, INLET $ � �� IdIECTOR� �l>< � �. MET„ AFLI: OI1.I..:.IREiiI,�E;I�T � PER ��� 'E�2.T�R1I, +�EIECTO .,, � I7f USED WIT>4 APPROVED CLAMP- CONNECTOR *1l.s.. ACCE T 4' P"VC PIPE. UK " kJD W11l 1 »-22' ROUND MANNO11 COVER Al EACH END Or TANK 2' III MIN 1-22" ROUND MANHOLE. COW, AT EACH END Of TAW ROTH LIDS ARE REINFORCED WITH. GRADE 60 RFSARt TANK & 1,104-4 4DOO PS-1 CONCRETE AT 7S DAYS: i:MP Ik TIED OIL INLET ENO OF TANK- 1.IECEAD- FM 33M iIf"ATT A Ai., NI.IRT1 a 0'1-011-f "ems i",INK (141 25,342 CAI' K & V LID 32,705 TANK & 8' LID 38,722 THIS TANK IS RATED r0A H-20 LOADING ftEr USED WIT'1T 8- TRAFFIC LID AND I".ANK W-IRIAL. I:tI M14 IS AT I.1:AST IA' nELOW GROUND 9-Mr,ACC, Tilly TAIL, COMPLIES WITH EG 10H 1003.5 Of THE 2DOI ftfU1140A PI,.I.VDING CODE, INTERCEPTOR CAPACITY PER 1WJ3,1<1 1u SITE SfACWIC.. THIS WF:WAOC TREAT1"1ENT RECEPTACILK I'IA'a Sttf "4E'qOMFi�a CONSTRUCTED ,AIDE? 5iI?E;f;ILJ.iTALI,"t TEISTED IN ACCORDANCE WITI»I CP1APIER 1r�E:-Ls E31;3, FLORIDA AX�WNI>'TRXffVE CODE, (FAC) DATED MARCH 22., 2090 SEPTNO -SCALE Mo. 9 L. FILE COPY w .� E6' 3300 ("xAT, TANK la; 1 0300). ffi 5 12/1 O w/3O BIKE RACK LOCATION TOP AND COVER 8' BUILDING 4L.F.PVC A oMAY VARY SIDEWALK t 13.5 f 13,35 T❑C = = 13.0 t 13:0 TRAFFIC MEDIAN t 13.0 t 12,e t 12.5 t 12.5 t 12,05 - - t f La, BUILDING t lOJ . INFLOW 47 L.F. 4' PVC AT 27 t' 9,75 — INFLOW LOCATION INITIAL 3300 GAL, SEPTIC TANK 1 t 9,65 �1.7' (REFER T❑ DETAIL) SEC❑NDARY 1500 GAL. LF-11. SEPTIC TANK `�- f .1 777�MIN. 1' COVER J 8" WAIERMAIN (REFER T❑ DETAIL) tA. •• PUMP OUTLET LOCATION 3000 GAL: BARNES SUBMERSIBLE INSTALL ANSI/NSF PUMP TANK PUMPS (2) OR EQUIVALENT CERTIFIED FILTER (REFER TO DETAIL) (REFER TO DETAIL) RATED 2000 GPD OR GREATER SEPTIC/PUMP TANK C❑NNECTI❑N SYSTEM CR❑SS-SECTI❑N 2.5 0 2.5 5 SCALE: 1" = 5 1 1 Red. grades 0.5' 4/10/07 No. I Revision/Issue Date Sign and Seal Adam Heltemes rbFE. No. 59355 Firm Name and Address T I 1 1O E-. 7tk Street asure Swart, FL 3+996 co astFkonc:772-221-3724 Fax 772-221-3726 E maii:�ineenn� tcedevelopment@yakoo.com p rbFE-No. 26590 eveiopment, Inc. Project Name and Address CARLTON SQUARE SEPTIC DETAILS Lots 20 & 21 Wynne Building Corporation S. US HWY 1 Project No. Sheet 06-02 Date OCTOBER 3, 2006 SE-1 Scale As Noted 3L? 72Y 22' TYPICAL LAID t -K GtNGKAL Nu i ra l!)I�.•\ll\I UI I i�� ti( i i1► I"` I ..•\1 (�)t I IM I ALLtu rLm mmriuv m i w-.� ��7 � p eta j� �q� �y�y��7 �7 REQUIREMENTS 1L1�1L'1111ellll�S' TQR END C®1�A�1L'e1�..11HO LAYOUT 3' SCH 40 PVC HEADER PIPE CuE]�MR)°JLNOT7113-43-0 3" FORCEMAIN 1. REMOVE AND REPLACE 2437.5 SF OF DRAIN FIELD TO 7.5 FT ELEVATION OR AS REQUIRED BY ST. LUCIE COUNTY DEPARTMENT OF HEALTH (±542 YARDS). 2. FILL SHALL BE CLEAN COURSE SAND OR LARGER GRADATION, WITH NO DELETERIOUS MATERIAL PRESENT MEETING FDEP AND ST. LUCIE COUNTY DEPARTMENT OF HEALTH REQUIREMENTS. MINIMUM PERFORATED 3. DRAINFIELD TILE SHALL BE SCH 40 PVC WITH A MIN T AREA OF 1.5 SQUARE INCHES (D=1.4 INCHES) PER LINEAL FOOT LOCATED A 12:00 AS POSITIONED PER THE EQUALIZER 36 TRENCH DETAIL AND INSTALLED PER MANUFACTURERS REQUIREMENTS. HEADER PIPE 4. DRAINFIELD TILE SHALL BE GRADED DOWNWARD FROM THE AT Y4" OF FALL PER TEN (10) FEET OF LENGTH. 5. TOP OF DRAINFIELD SHALL BE SODDED UPON COMPLETION. 6. TANK SHALL BE PROVIDED WITH A SUITABLE LEGEND CAST OR STAMPED INTO THE WALL AT THE INLET END, AND WITHIN 6 OF THE TOP OF THE WALL IDENTIFYING THE MANUFACTURER, THE YEAR THE TANK WAS MANUFACTURED, AND THE EFFECTIVE LIQUID CAPACITY OF THE TANK. 7. INFILTRATOR EQUALIZER 36 SHALL BE USED FOR DRAINFIELD AND INSTALLED ACCORDING TO MANUFACTURER RECOMMENDATIONS. INFIL I RATOR EQUALIZER 36 NOT TO SCALE 24' TYPICAL Fit-'-�jPY Mound for Proper Drainage Establish Vegetative Cover TOP OF BACKFILL a;.E'.-�s'-':j�TO,SOII' ,4•:�1�'-�i.ri3: EL = 13.50 FT I I- ; ;,- Bac4ifill 6' Min„ Non -Traffic Areas Ell II• ' ::' '.;.�:.:•,::'j:., l r M5' y Chamber Connections TRENCH TOP PER DETAIL EL = 12.63 FT 13.5' i, ; '' 10' I— TRENCH BOTTOM III- EL = 11.50 FT 24, 6' —III —III 4" SCH 40 PVC With Holes at 12,00 WET SEASON WATER TABLE - EL - 9.50 FT CUT AND REMOVE NATIVE S❑IL EL = 7,50 FT EQUALIZER 36 TRENCH DETAIL NOT TO SCALE General Notes THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT, F MAY BE NECESSARY IN ORDER TO COMPLY WITH'ALL APPLICABLE CODES'. FILE COPY It No. I Revision/Issue I Date J Sign and Seal t Adam Heltemes FBPE. No. 59353 Fhw Name and Address 1 i 10 E.. 7ti, 5trcct Tr( asure 5tu.rt, FL 5+996 Coast F{�onc:772-221-3724 Fax: 772-221-3726 E--mail: EJPineerinP tccdcvclopment@yahoo.Com tf11����„ -__--- & FbFE. No. 26590 evelopment, Inc. Droject Name and Address CARLTON SQUARE SEPTIC DETAILS Lots 20 & 21 Wynne Building Corporation S. US HWY 1 FAs Sheet 02S�2ER 3, 2006 JNoted BARNES SUBMERSIBLE S❑LIDS HANDLING PUMP PUMP MODEL & PERFORMANCE CHARACTERISTICS MODEL #1 SE-L (51A) 6.25 GPM @ 3.8' TDH PUMP HP, 0.50 CABLE LENGTHS X FT. ELECTRICAL SERVICE 2 8 230-240 46 0 1 PHAS < > 3 SE All products this page available frorn: BARNES C❑RP❑RATI❑N T' FnRrF MAIN n 11 'C' HIGH WATER ALARM 'D' LAG PUMP 'ON' 'E' LEAD PUMP 'ON' 'F' BOTH PUMPS 'OFF Ed PUMP TOP VIEW 1 ea. - 2-inch NF ELEC. COUPLING UNI SHIPf FIELI fr SCOPE: The contractor shall furnish all labor, materials, equipment and incidentals required to install complete, ready f or operation, and field tested a f idly f unctional pumping station as shown on the drawings and as written specifications sections within the drawings. Any deviations from from the Manufacturer's specifications shall be brought to the attention of the Engineer of Record for approval, No deviations from the Manufacturer's recommendations are allowed without the Engineer's approval, OPERATING CONDITIONS: Each pump shall be capable of delivering: PRIMARY: 6.25 GPM @ 3.80' TDH NOTE: Contractor to confirm available electrical service prior to bidding or ordering lift station equipment, Contractor shall install all lift station equipment per manuf acturer's recommendations ❑N TESi ALL FORCE MAIN PIPING TO MEET REQUIREMENTS SET FORTH IN ASTM D2241, SDR-21, 200 PSI, AS A MINIMUM FOR ALL LOW PRESSURE MAINS. PIPE SHALL HAVE PUSH —ON TYPE J❑INTS WITH INTEGRAL WALL BELL, FITTINGS SHALL BE MANUFACTURED IN ONE PIECE OF INJECTI❑N MOLDED PVC MEETING ASTM D-1784, CLASS 200, BELL SHALL BE GASKETED J❑INT C❑NF❑RMING TO ASTM D-3139 WITH GASKETS C❑NFIRMING TO ASTM F477, PUSH J❑INT OR MECHANICAL J❑INT DUCTILE IR❑N FITTING MEETING AWWA C153 SHALL BE ALLOWED AS ALTERNATIVE WHEN PVC SIZES ARE NOT AVAILABLE, PRI❑R TO C❑NSTRUCTI❑N, CONTRACTOR SHALL VERIFY TOP ELEVATI❑N C❑MPATIBLE WITH SURR❑UNDING IMPR❑VEMENTS AND FIELD ADJUST TO ENSURE STATI❑N TOP IS NOT LOWER. PUMP SECTIFIN ELEVATION VIEW (NOT TO SCALE) VIEW A TOP OF STATION 13.50 FT. NGVD B INFLUENT INVERT 9.65 FT, NGVD C HIGH WATER ALARM 9.50 FT, NGVD D LAG PUMP 'ON' 9.00 FT, NGVD E LEAD PUMP 'ON' 7.36 FT, NGVD F BOTH PUMPS 'OFF' 6.86 FT, NGVD G PUMP TANK INVERT 3.00 FT. NGVD PUMP TANK DEPTH 5 FT. H PUMP TANK VOLUME 3000 GALLONS i DISCHARGE DIAMETER 2IN, L FORCE MAIN DIAMETER 3IN. M FORCE MAIN COVER DEPTH 30IN. N DISCHARGE PIPE 10IN. P Q R S INFLUENT (DIA.) 4 IN. General Notes i No. I Revision/Issue I Date J Sign and Seal Adam Heltemes FI3FF— No. 39533 Firm Name and Address 1 1 10 E.- 7th J' treet T easure Stuart, FL 34996 c-� Fhone:77z-zz 1-37z4 (� oast Fax. 77z-zz1-37z6 �--� E,-mail: tLengineering tcedeveloPment@yahoo.com ._� & FIFE. No. z6590 eveioPment, Inc. Project Name and Address CARLTON SQUARE SEPTIC DETAILS Lots 20 & 21 Wynne Building Corporation S. US HWY 1 Project No. Sheet 06-02 Cme SE-3 OCTOBER 3, 2006 Scale As Noted SAL SooPE OF EIORK: THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, EQUIPMENT, TOOLS, SUPERVISJaA. TRANSPORTATION AND INCIDENTALS NECESSARY TO CONSTRUCT GRADING, PAVING, DRAINAGE, ROADWAY, WATER AND SEWER IMPROVEMc.M?'; 11" PCORDANCE WITH THE PROVISIONS OF THESE SUPPLEMENTARY CONDITIONS, SPECIFICATIONS AND THE DRAWINGS, ENTITLED, -CARLTON SQUARE- CONSISTING OF 13 SHEETS, ISSUED 10/3/2006, AND AND AS REVISED AND PREPARED BY TRENVJRc COAST ENGINEERING AND DEVELOPMENT, INC. IT IS THE OBJECTIVE OF THESE DOCUMENTS TO ASSURE THE TOTAL COMPLETION OF THE WORK REQUIRED TO PROVIDE FUNCTIONAL, OPERABLE AND EFFICIENT DRAINAGE, PARKING, WATER AND SANITARY SEWER IMPROVEMENTS ON-CARLTON SQUARE-. LOCAIM THE WORK IS LOCATED IN THE COUNTY OF ST. LUCIE, FLORIDA CONSISTING OF APPROXIMATELY 2.28t ACRES.. PEINM AND LICENSES; CONSTRUCTION PERMITS FOR CERTAIN ELEMENTS OF THE PROJECT WORK HAVE BEEN OBTAINED BY THE OWNER, AND THE DESIGN AND 1 , CONSTRUCTION REQUIREMENTS OF THE PROJECT REFLECT CONSTRAINTS AND CONDITIONS IMPOSED BY THESE PERMITS. THESE INCLUDE CONSTRUCTION PERMITS FROM ST. LUCIE COUNTY. THE CONTRACTOR SHALL PERFORM ALL WORK AND SHALL CONSTRUCT THE PROJECT IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PERMITS AND APPROVALS, COPIES OF WHICH ARE AVAILABLE FOR HIS REVIEW AND USE FROM THE ENGINEER, UPON REQUEST. ADDITIONALLY, THE CONTRACTOR SHALL SECURE ALL OTHER WORK PERMITS, APPROVALS OR LICENSES REQUIRED TO PERFORM THE WORK, AND HE SHALL PERFORM THE WORK IN STRICT ACCORDANCE WITH THOSE PERMITS, APPROVALS, OR UCENSES. REFERENCE 10 DIM DOCUMENTS: FOR BREVITY, REFERENCE MAY BE MADE TO OTHER SPECIFICATIONS OR DOCUMENTS MICH WILL BE USED TO SPECIFY OR CONTROL THE MATERIALS Nil PLACED IN THE WORK, THE CONSTRUCTION METHODS TO BE USED, THE TOLERANCES THAT WILL BE ACCEPTABLE, AND CONTRACTUAL OR LEGAL OBLIGATIONS. THE SPECIFICATIONS OR DOCUMENTS SHALL INCLUDE: 1. 'STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT,' 1983 EDITION, PREPARED BY THE ENGINEER'S JOINT CONTRACT DOCUMENTS COMMITTEE AND PUBUSHED BY THE NAACNAL SOCIETY OF PROFESSIONAL ENGINEERS REFERENCE SHALL BE MADE 'GENERAL CONDITIONS. 2. *FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 20D4 EDITION; PUBLISHED BY THE FLORIDA DEPARTMENT OF TRANSPORTATION. REFERENCE SHALL BE MADE: -FDOT SPECIFICATIONS'. 3. "FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS, JANUARY 2000 EDITION; PUBLISHED BY THE FLORIDA DEPARTMENT OF TRANSPORTATION. REFERENCE SHALL BE MADE *FDOT INDEX.' 4. "AMERICAN SOCIETY FOR TESTING AND MATERIALS SPECIFICATIONS,' LATEST EDITION. REFERENCE SHALL BE MADE: 'ASTM'. BY REFERENCE, THE DOCUMENTS CITED ABOVE ARE MADE PART OF THESE SUPPLEMENTARY CONDITIONS AND SPECIFICATIONS THE CONTRACTOR SHALL HAVE COPIES OF EACH IN HIS POSSESSION FOR USE THROUGHOUT THIS PROJECT WORK. ADDITIONALLY, THE WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL OTHER APPLICABLE LOCAL, REGIONAL. STATE AND FEDERAL LAWS, REGULATIONS AND CODES INCLUDING, BUT NOT LIMITED TO, THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT. CONIRAVr lSSUE3 GENERAL CONDITIONS: UNLESS OTHERWISE STATED IN THESE SUPPLEMENTARY CONDITIONS, THE PROVISIONS OF THE 'STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT- REFERENCED ABOVE, SHALL BE USED TO GOVERN ALL ISSUES ADDRESSED IN THOSE GENERAL CONDITIONS FOR THIS PROJECT. ODER-DIOII EER RELAACNBNPt ANY AGREEMENT BETWEEN OWNER AND ENGINEER SHALL NOT BE CONSTRUED TO PROVIDE ANY OBLIGATION FROM THE ENGINEER TO ANY THIRD PARTIES INCLUDING, BUT NOT LIMITED TO, ANY CONTRACTORS (GENERAL OR SUB), NOR TO ANY SUCCESSORS IN TITLE TO THE OWNER. THE RIGHTS UNDER ANY AGREEMENT BETWEEN OWNER AND ENGINEER INSURE ONLY TO THOSE TWO PARTIES PARTIAL PAYMENTS: PARTIAL PAYMENTS SHALL BE CALCULAIED FROM QUANTITIES OF WORK IN PLACE THESE PAYMENTS SHALL BE BASED ON THE AGREEMENT UNIT PRICES AND WALL BE MADE ON OR ABOUT THE 15TH OF EACH MONTH FOR THE PREVIOUS MONTH'S PROGRESS THE CONTRACTOR SHALL, AFTER THE FIRST OF EACH MONTH, SUBMIT INVOICES FOR MATERIALS USED AND WORK PERFORMED FOR THE PREVIOUS MONTH. THE ENGINEER WILL REVIEW ALL INVOICES BEFORE PRESENTING THEM TO THE OWNER FOR PAYMENT. TEN PERCENT (IOX) OF THE AMOUNT DUE AND PAYABLE TO THE CONTRACTOR WILL BE RETAINED FROM EACH PARTIAL PAYMENT. FINAL PAYMENTS WILL BE ACCOMPLISHED AS PRESCRIBED IN THE AGREEMENT. THE DRAWINGS ERRORS OR OMMSIONS IN IHE ORAWINOS OR SPECIFICATIONS: PRIOR TO INITIATION OF THE WORK, THE CONTRACTOR SHALL CHECK DIMENSIONS, GRADES AND ELEVATIONS SHOWN ON THE DRAWINGS AND SUMMARY OF ESTIMATED QUANTITIES TO ASSURE HIMSELF THAT THEY ARE CORRECT AND THAT THE WORK CAN BE ACCOMPLISHED AS INTENDED. THE CONTRACTOR SHALL TAKE NO ADVANTAGE OF ANY APPARENT ERROR OR OMISSION WHICH HE MIGHT DISCOVER, BUT WILL IMMEDIATELY NOTIFY THE ENGINEER WHO WILL THEN MAKE SUCH CORRECTIONS AND INTERPRETATIONS AS HE DEEMS NECESSARY FOR REFLECTING THE ACTUAL SPIRIT AND INTENT OF THE DRAWINGS AND SPECIFICATIONS SOL AND SUB-SOL CONDITIONS: IT IS THE SOLE AND EXCLUSIVE RESPONSIBILITY OF THE CONTRACTOR T0: 1. PLACE HIS OWN INTERPRETATION ON ANY AND ALL SOIL AND SUB -SOIL DATA PORTRAYED ON THE DRAWINGS: 2 PERFORM HIS OWN SOIL AND SUB -SOIL INVESTIGATION TO DETERMINE THE NATURE, CHARACTER, LOCATION AND EXTENT OF ALL SOIL AND SUB -SOIL CONDITIONS THAT MAY AFFECT HIS WORK: AND 3. INCLUDE IN HIS CONTRACT PRICE CONSIDERATIONS FOR ALL WORK NECESSARY TO ASSURE THAT THE SOIL AND SUB -SOIL CONDITIONS WILL MEET THE REQUIREMENTS OF THE SPECIFICATIONS AND THE APPLICABLE REGULATIONS OF MARTIN COUNTY. IIHE WORK PRE-CONSTRUCTON CO1FE11ENCO IMMEDIATELY AFTER THE AGREEMENT HAS BEEN AWARDED, THE ENGINEER SHALL CALL A PRE- CONSTRUCTION CONFERENCE PRIOR TO INITIATION OF THE WORK AT A PLACE DESIGNATED BY HIM TO REVIEW THE CONSTRUCTION ASPECTS OF THE PROJECT. THE MEETING WILL BE BETWEEN THE ENGINEER AND THE CONTRACTOR. THE CONTRACTOR SHALL PRESENT HIS TENTATIVE DETAILED WORKING SCHEDULE FOR THE PROJECT SO THAT IT MAY BE REVIEWED BY THE ENGINEER. ADDITIONALLY, IT WILL AFFORD THE CONTRACTOR AN OPPORTUNITY TO HAVE ANY QUESTIONS HE MAY HAVE ON THE WORK CLARIFIED BY THE ENGINEER. NO WORK UNDER THE AGREEMENT SHALL BE COMMENCED UNTIL AFTER THE NOTICE TO PROCEED HAS BEEN ISSUED. E'STRIAIED QUAN7111EIi: THE QUANTITIES ESTIMATED FOR VARIOUS ITEMS OF WORK ARE ONLY OPINIONS, AND MAY NOT REFLECT ALL THE ITEMS OF WORK OR THE FINAL QUANTITIES NEEDED TO COMPLETE THE PROJECT. THESE QUANTITIES ARE SUBJECT TO INCREASE OR DECREASE BY THE OWNER TO MAKE THEM CONFORM TO THE PROGRAM OF WORK SELECTED AND THE RESPONSIBILITY OF THE CONTRACTOR TO DO ALL WORK AND TO FURNISH AND INSTALL ALL IMPROVEMENTS SHOWN ON THE DRAWINGS, WHETHER THEY ARE SHOWN IN THE ESTIMATED QUANTITIES, OR WHETHER THE FINAL QUANTITIES ARE MORE OR LESS THAN THOSE ESTIMATED. HOM=ffAL AND VERTICAL CONTROL: THE CONTRACTOR SHALL CONSTRUCT THE REQUIRED IMPROVEMENTS IN THE LOCATION SHOWN ON THE DRAWINGS. AND SHALL USE AS HORIZONTAL CONTROL POINTS THE PARCEL CORNERS AND BENCHMARKS AT THE SITE FOR USE IN ESTABLISHING THE NECESSARY ELEVATIONS AND GRADES THE TOPOGRAPHIC SURVEY AND CONTROL POINTS FOR THIS PROJECT WERE PROVIDED BY STEVEN A. BROWN, INC. COORDINATION OF WORK WITH 01NERS: THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK OR IMPROVEMENTS OF OTHERS WITH REGARD TO NEW CONSTRUCTION, OR FOR THE NEED OF REMOVAL, RELOCATION OR ALTERATION OF EXISTING FACILITIES THIS INCLUDES, BUT IS NOT UM17ED TO, ST. LUCIE COUNTY, CITY OF PORT ST. LUCIE UTILITIES, DEPARTMENT OF HEALTH, SOUTHERN BELL, CABLE AND GAS COMPANIES, AND THEIR CONTRACTORS, SUBCONTRACTORS, OR AGENTS. STANDARDS FOR QUALITY AND WORK MANSHP• ALL MATERIALS, EQUIPMENT AND SUPPUES FURNISHED BY THE CONTRACTOR FOR PERMANENT INCORPORATION IN THE WORK SHALL BE NEW AND OF QUALITY STANDARDS SPECIFIED. WORKMANSHIP SHALL BE FIRST-CLASS AND THE FINISHED PRODUCT EQUAL TO THE BEST ACCEPTED STANDARDS OF THE TRADE FOR THE CATEGORY OF WORK PERFORMED. POWE7t AND WATER: ALL ARRANGEMENTS AND COSTS FOR TEMPORARY POWER AND WATER DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. OB9FRWlIO THE WORK: AT THE ELECTION OF THE OWNER, THE PROGRESS AND QUALITY OF THE WORK MAY BE OBSERVED BY THE OWNER'S ENGINEER OR ENGINEER'S APPOINTED EMPLOYEE NO OBSERVER IS AUTHORIZED TO CHANGE ANY PROVISIONS OF THE SPECIFICATIONS WITHOUT WRITTEN AUTHORIZATION OF THE OWNER'S ENGINEER, NOR SHALL THE PRESENCE NOR ABSENCE OF AN OBSERVER RELIEVE THE CONTRACTOR FROM ANY REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS THE CONTRACTOR SHALL GIVE THE ENGINEER A MINIMUM OF 48 HOURS NOTICE PRIOR TO REQUIRED OBSERVATIONS, AND SHALL SUPPLY ALL EQUIPMENT NECESSARY TO PROPERLY TEST AND INSPECT 714E COMPLETED WORK. IN ADDITION TO THE INSPECTION REQUIREMENTS STATED IN THE MARTIN COUNTY SPECIFICATIONS, PREVIOUSLY REFERENCED, THE FOLLOWING MINIMUM CONSTRUCTION INSPECTION CHECKPOINTS SHALL BE ADHERED TO, AND THE CONTRACTOR SHALL NOTIFY THE ENGINEER FOR OBSERVATION: (772) 221-3724. 1. PRIOR TO ANY SIGNIFICANT DEVIATION FROM THE DRAWINGS; 2. PRIOR TO BACKFILLING TRENCHES CONTAINING HYDRAULIC CONDUITS, SO THAT JOINTING MAY BE INSPECTED: 3. UPON COMPLETION OF SUBGRADE COMPACTION: 4. UPON DELIVERY OF BASE MATERIAL; 5. UPON COMPLETION OF BASE, BUT PRIOR TO PRIMING; 6. IMMEDIATELY PRIOR M. AND UPON THE FIRST APPLICATION OF THE PLANT -MIXED WEARING COURSE: 7. CONCRETE PLACEMENT FOR CAST -IN -PLACE STRUCTURES, APPROACHES, AND CURBING, 8. PRESSURE TESTING OF WATER LINES; 9. UPON COMPLETION OF CONSTRUCTION FOR FINAL INSPECTION WITH THE CONTRACTOR OR HIS REPRESENTATIVE. EIOSIM WIL ES AND SIIURCRRfE'!k EXISTING UTILITIES, STRUCTURES AND FACILITIES SHOWN ON THE DRAWINGS WERE LOCATED AS ACCURATELY AS POSSIBLE FROM THE RECORDS EXAMINED. NO GUARANTEE IS MADE THAT ALL EXISTING FACILITIES ARE SHOWN OR THAT THOSE SHOWN ARE ENTIRELY ACCURATE. THE CONTRACTOR SHALL ASSURE HIMSELF OF THE ACTUAL LOCATION OF THE UTILITIES, STRUCTURES OR FACILITIES PRIOR TO PERFORMANCE OF ANY WORK IN THE VICINITY. THE UTILITY COMPANIES G'l UTILITY AGENCIES WILL COOPERATE WITH THE CONTRACTOR IN LOCATING UNDERGROUND UTILITIES THAT MAY BE SUBJECT TO DAMAGE OR INTERRUPTION OF SERVICES DURING THE CONTRACTOR'S OPERATIONS PRIOR TO START OF THE WORK, THE CONTRACTOR SHALL REQUEST EACH UTILITY AGENCY TO ADVISE HIM OF THE LOCATION OF THEIR FACILITIES IN THE VICINITY. THE OWNER WILL ASSUME NO LIABILITY FOR DAMAGES SUSTAINED OR COSTS INCURRED BECAUSE OF THE CONTRACTOR'S OPERATION IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, OR TO THE TEMPORARY BRACING AND SHORING OF SAME IN THE EVENT THAT IT IS NECESSARY TO SHCRE, BRACE OR SWING A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHOULD BE CONTACTED AND THEIR PERMISSION SECURED AS TO THE METHOD USED FOR ANY SUCH WORK. RESTORAIKN OF DAMAGED STR ICRSES W. UT ITM IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR, REBUILD OR RESTORE TO ITS FORMER CONDITION, ANY AND ALL PORTIONS OF EXISTING UTILITIES, STRUCTURES, EQUIPMENT, APPURTENANCES OR FACIUTIES, OTHER THAN THOSE TO BE PAID FOR UNDER THIS CONTRACT, WHICH MAY BE DISTURBED OR DAMAGED DUE TO THIS CONSTRUCTION OPERATION, AT NO COST TO THE OWNER. FINAL CLEAMW. UPON COMPLETION OF THE WORK BUT BEFORE FINAL PAYMENT WILL BE MADE, THE CONTRACTOR SHALL CLEAR AND REMOVE FROM THE PROJECT AREA, ALL FALSEWORK, EQUIPMENT, SURPLUS AND DISCARDED MATERIALS, RUBBISH AND TEMPORARY STRUCTURES WHICH RESULT FROM THE WORK UNDER THIS AGREEMENT AND SHALL RESTORE IN AN ACCEPTABLE MANNER ALL PROPERTY WHICH HAS BEEN DAMAGED DURING THE PROSECUTION OF THE WORK. IIEoa11D lFORMA7101: UPON COMPLETION OF THE WORK, BUT PRIOR TO SUBMITTAL OF THE REQUEST FOR FINAL PAYMENT THE CONTRACTOR SHALL OBTAIN AND SUBMIT RECORD INFORMATION TO THE OWNER. THIS INFORMATION SHALL INCLUDE BUT NOT LIMITED TO, THE FOLLOWING: 1. STORMWATER MANAGEMENT SYSTEM: A) LOCATION AND DIMENSIONS, INVERTS AND OTHER DATA FOR CONTROL STRUCTURES;- B) LOCATIONS AND GRATE AND INVERT ELEVATIONS OF ALL STRUCTURES; C) LOCATION, SIZE, TYPE, LENGTH AND INVERT OF ALL CULVERTS; D) TOPOGRAPHIC SURVEY OF DETENMON/RETENTION AREAS. 2. GRADING: A) TOPOGRAPHIC SURVEY TO DEFINE DRAINAGE BASINS. B) ALL DESIGN GRADE ELEVATIONS AND SLOPES SHOWN ON PAVING AND DRAINAGE PLANS. 3. MISCELLANEOUS: A) LOCATION, SIZE, TYPE AND INVERT OF ALL FITTINGS & STRUCTURES, MAINS AND SERVICES, AND STORM SEWER. B) ACTUAL VERTICAL AND HORIZONTAL DIMENSIONS BETWEEN WATER MAINS AND SERVICES, AND STORM SEWER. RECORD DRAWING INFORMATION WHICH MAINTAIN MORE THAN ONE CONFLICT NOTE WITH A 't' SHALL NOT BE ACCEPTED FOR THE FDEP CLEARANCE OF THIS PROJECT. ALL WATER MAIN -SEWER INSTALLATION CONFLICTS IN THE RECORD DRAWINGS SHALL BE PROVIDED NTH CONFLICT NOTES THAT ACCURATELY INDICATE THE FIELD VERTICAL SEPARATION DISTANCE FOR WATER -SEWER INSTALLATIONS WHICH CONFLICT. THE RECORD INFORMATION SHALL BE CERTIFIED BY A FLORIDA PROFESSIONAL LAND SURVEYOR. LOCATIONS SHALL BE MADE BY REFERENCE TO CENTERLINE STATIONING AND ORSET OR BY OTHER MEANS ACCEPTABLE TO THE OWNER. ELEVATIONS SHALL BE ACCORDING TO NATIONAL GZODETIC VERTICAL DATUM (NGVD). THE INFORMATION SHALL BE SUBMITTED ON A CLEAN SET OF CONSTRUCTION DRAWINGS WHICH CAN BE OBTAINED FROM THE ENGINEER. GUARANTEE: ALL MATERIALS AND 'THE INSTALLATION THEREOF WHICH ARE FURNISHED AND INSTALLED BY THE CONTRACTOR, UNDER THE TERMS OF THE AGREEMENT SHALL BE GUARANTEED BY THE CONTRACTOR AGAINST DEFECTIVE WORKMANSHIP, MECHANICAL AND PHYSICAL DEFECTS, LEAKAGE, BREAKAGE, AND OTHER DAMAGES AND FAILURE UNDER NORMAL OPERATION FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL PAYMENT, SAID DATE TO CONSTITUTE THE COMMENCEMENT OF THE ONE (1) YEAR WARRANTY PERIOD. ALL MATERIALS AND INSTALLATIONS PROVING TO BE DEFECTIVE WITHIN THE SPECIFIED PERIOD OF THE GUARANTEE SHALL BE REPLACED, WITHOUT COST TO THE OWNER, BY THE MANUFACTURER OR THE CONTRACTOR. THE PERIOD OF GUARANTEE OF EACH SUCH REPLACEMENT SHALL BE FROM AND AFTER THE DATE OF INSTALLATION THEREOF. 1. CLEARM AND ggJBMINR CLEARING AND GRUBBING SHALL BE PERFORMED WITHIN THE LIMITS OF THE PROJECT WORK IN ACCORDANCE WITH SECTION 110, FOOT SPECIFICATIONS FOR 'STANDARD CLEARING AND GRUBBING,' DEFINED IN PARAGRAPHS 110-2 AND 11D-3. THIS ITEM OF WORK SHALL INCLUDE, BUT IS NOT LIMITED TO, THE COMPLETE REMOVAL AND DISPOSAL OF ALL TREES, BRUSH, STUMPS, ROOTS, GRASS, WEEDS, RUBBISH AND ALL OTHER OBSTRUCTIONS TO A DEPTH OF 18 INCHES BELOW NATURAL GROUND OR DESIGN GRADE, WHICHEVER IS LOWER. THE AREAS TO BE CLEARED AND GRUBBED GENERALLY CONSISTS OF THE RIGHTS -OF -WAYS, DRAINAGE & UTILITY EASEMENTS AND SELECTED LOTS HOWEVER, IT SHOULD BE NOTED THAT PRIOR TO THE REMOVAL OF ANY TREES, THE CONTRACTOR SHALL CONFIRM THEIR REMOVAL WITH THE OWNER, AND SELECTIVE CLEARING IN WETLAND BUFFER AREA. ALL MATERIAL SHALL BE REMOVED FROM THE SITE OF THE PROJECT AND SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, REGIONAL, STATE AND FEDERAL LAWS, REGULATIONS OR ORDINANCES 2. EARIHWORK AND GRADRIR ALL EARTHWORK AND GRADING SHALL BE PERFORMED AS REQUIRED TO ATTAIN THE FINAL GRADES, TYPICAL SECTIONS AND ELEVATIONS SHOWN ON THE PLANS FOR THE PROPOSED PROJECT WORK. IN ALL OTHER RESPECTS, MATERIALS AND CONSTRUCTION METHODS FOR EARTHWORK, EMBANKMENT EXCAVATION AND GRADING SHALL CONFORM TO THE REQUIREMENTS OF SECTION 120, FOOT SPECIFICATIONS ANY EXCESS FILL WILL BE SPREAD ON SITE ANY PLASTIC MATERIAL (A-2-8, A-2-7, A-4, A-5, A-6, A-7 AND MUCK) WITHIN 36 INCHES OF THE FINISHED ROAD GRADE SHALL BE REMOVED AND REPLACED WITH A-3 MATERIAL 3, PAWING IPROY€ AEM ALL PAVED AREAS SHALL BE CONSTRUCTED AS SHOWN ON SECTIONS AND IN CONFORMANCE WITH ST. LUCIE COUNTY AND FDOT SPECIFICATIONS, INCLUDING THE OFFSITE REMOVAL AND RESTORATION OF EXISTING ROADWAY PAVEMENT: A. ASPHALT CONCRETE l *, � - . PRIME COAT AND TACK COAT FOR BASE COURSES ;66' TNEEN LIFTS OF ASPHALT SHALL CONFORM TO THE REQUIREMENTS OF SECTIONS 300-1 THROUGH 300-7 OF FOOT SPECIFICATIONS PRIME COAT SHALL BE APPLIED AT A RATE OF 0.25 GALLONS PER SQUARE YARD AND TACK COAT AT A RATE OF 0.10 GALLONS PER SQUARE YARD UNLESS A VARIATION RATE IS APPROVED BY THE ENGINEER. 1) TYPE S-3 SURFACE COURSE SHALL CONFORM TO FOOT SECTION 331. EXCEPT THAT THE MAXIMUM AGGREGATE SZE SHALL BE 1/2- AND SHALL HAVE A MINIMUM 1000 POUNDS MARSHAL STABILITY. s B. BASE ALL UMEROCK MUST MEET MINIMUM REQUIREMENTS OF FOOT SECTION 911 LIMEROCK SHALL BE COMPACTED TO 98% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180 AND LBR-100. WAN ALTERNATE, CEMENTED COQUINA SHELL CONFORMING TO FOOT SECTION 915 MAY BE SUBSTITUTED FOR THE LIMEROCK. . C. SUBGRADE SUBGRADE SHALL BE COMPACTED TO 98% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180, AND STABILIZED TO A MINIMUM FBV OF 75 PSI AND LBR-40. SUBGRADE SHALL BE THOROUGHLY ROLLED IN ITS ENTIRETY WITH A PHNEUMATIC-TIRED ROLLER BEFORE ANY FIELD INSPECTION IS MADE D. TYPE 'D' AND 'F' CURB CONCRETE HEADER CURB SHALL BE CONSTRUCTED AS PER FOOT SECTION 520 AND SHALL BE BUILT TO THE TYPICAL SECTION SHOWN ON THE PLANS E. SOD SOD SHALL BE PLACED IN CONFORMANCE TO FOOT SECTION 570. 575 AND 981. F. SEED AND MULCH SHALL BE PLACED AND WATERED IN CONFORMANCE TO FOOT SECTIONS 570, 575, AND 981. G. TRAFFIC CONTROL & SIGNAGE THE INSTALLATION OF ALL TRAFFIC CONTROL DEVICES AND SIGNS SHALL CONFORM WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS AND COUNTY OF ST. LUCIE REQUIREMENTS H. PAVEMENT MARKINGS ALL PAVEMENT MARKINGS SHALL BE PAINTED(ON-SITE) OR THERMOPLASTIC(OFF-SITE) IN ACCORDANCE WITH FOOT SECTIONS 710 AND 711. THE CONTRACTOR SHALL RETAIN THE SERVICES OF AN APPROVED INDEPENDENT TESTING LABORATORY OR LABORATORIES TO CONDUCT ALL REQUIRED TEST ON SUBGRADE, BASE AND SURFACE COURSE MATERIALS TEST RESULTS MUST BE SUBMITTED PRIOR TO ANY REQUEST FOR PAYMENT OF ITEMS LISTED ABOVE. SHOULD ANY TEST FAIL TO MEET SPECIFICATIONS AS SHOWN HEREIN, THE CONTRACTOR SHALL AT HIS OWN EXPENSE CORRECT ALL DEFICIENT WORK AND SUBMIT LABORATORY TEST RESULTS SHOWING COMPLIANCE WITH THESE SPECIFICATIONS ALL UNDERGROUND U71UIIES WITHIN ROADWAY CONSTRUCTION SHALL BE INSTALLED PRIOR TO CONSTRUCTING ROADS 4, DRAMIAGE SPRONF3ElITS: ALL LABOR, MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE MINIMUM ENGINEERING AND CONSTRUCTION STANDARDS OF ST. LUCIE COUNTY AND FOOT SPECIFICATIONS THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR NEEDED TO COMPLETE THAT PROJECT WORK FOR DRAINAGE IMPROVEMENTS AT THE LOCATIONS, SZE AND TYPE SHOWN ON THE PLANS FOR THE FOLLOWING ITEMS TRENCH EXCAVATION AND BACKFlLUNG OPERATIONS SHALL MEET THE REQUIREMENTS OF FDOT SPECIFICATIONS, SECTION 125. PARTICULAR EMPHASIS IS GIVEN TO ARTICLE 125.8.3. BACKFILUNG OPERATIONS THE CONTRACTOR SHALL PROVIDE FOR THE NECESSARY DENSITY TESTS TO COMPLY WITH THIS SECTION. PIPE TRENCH SHALL BE DRY MILE PIPE IS BEING LAID AND 'BEDDED' AS PER DETAIL AND FOOT SECTION 430. THE CONTRACTOR SHALL COMPLY TO CHAPTER 90-96. LAWS OF FLORIDA. WHICH REQUIRES THE CONTRACTOR PERFORMING TRENCH EXCAVATION IN EXCESS OF 5 FEET DEEP COMPLY WITH ALL APPLICABLE TRENCH SAFETY STANDARDS AND SHORING REQUIREMENTS AS SET FORTH IN THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATIONS EXCAVATION SAFETY STANDARDS, 29 C.F.R. 19926.650 SUBPART P AND INCORPORATED AS THE STATE OF FLORIDA STANDARD, AS REVISED OR UPDATED. A. MISCELLANEOUS TYPES OF PIPE (RCP, CMP M: CAP) ALL RCP, CMP OR CAP PIPE SHALL CONFORM TO THE REQUIREMENTS SECTIONS 941, 942 AND 943 OF THE FOOT STANDARD SPECIFICATIONS, LATEST REVISION AND BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS B. STORM MANHOLES AND INLETS STORM MANHOLES SHALL MEET MINIMUM MARTIN COUNTY SPECIFICATIONS AND BE CONSTRUCTED AS SHOWN ON THE PLANS ALL STORM MANHOLES SHALL MEET THE REQUIREMENTS AS OUTUNED UNDER FOOT SECTION 425. C. TYPE 'C' INLETS PRE -CAST CONCRETE CATCH BASINS AND MODIFIED 'C' INLET SHALL MEET TILE REQUIREMENTS OF ASTM SPECIFICATIONS C-478 AND 64T AND FOOT STANDARD SPECIFICATION 425. CONCRETE FOR PRE -CAST CATCH BASINS SHAH HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS D. MODIFIED TYPE 'E' INLET PRE -CAST CONCRETE CATCH BASINS AND MODIFIED 'E' CONTROL STRUCTURE SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATIONS C-478 AND 64T AND FOOT STANDARD SPECIFICATION 425. CONCRETE FOR PRE -CAST CATCH BASINS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS. IL POTABLE IIAIER DI87RBU11ON SYSTEM: MATERIALS, CONSTRUCTION METHODS, REQUIRED TESTS, TESTING METHODS AND CONSTRUCTION TOLERANCES FOR THE POTABLE WATER DISTRIBUTION SYSTEM SHALL CONFORM TO THE REQUIREMENTS OF THE FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION, CITY OF PORT ST. LUCIE UTILITIES EXCAVATION SHALL BE TO REQUIRED DEPTHS PRIOR TO COMPLETE BACKFILLING, EACH JOINT SHALL BE LEFT EXPOSED FOR VISUAL OBSERVATION DURING TEST OPERATIONS ALL WATER MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH CURRENT ANNA STANDARDS A. PVC WATER MAIN 1. 4 INCH TO 12 INCH SHALL BE CLASS 150, DR-18 MANUFACTURED TO CAST IRON PIPE OUTSIDE DIMENSIONS IN COMPUANCE WITH AWWA STANDARD C 900. THE PIPE SHALL HAVE AN INTEGRAL BELL END AND GASKET SEAL WITH THE JOINT IN COMPLIANCE NTH THE REQUIREMENTS OF ASTM D 3139. 2. ALL SERVICE CONNECTIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF PORT ST. LUCIE UTILITIES SPECIFICATIONS B. GATE VALVES GATE VALVES 12 INCHES AND SMALLER SHALL BE DUCTILE IRON, RESILIENT SEAT TYPE WITH MECHANICAL JOINTS CONFORMING TO AWWA C-500, LATEST REVISION. VALVES SHALL BE DESIGNED FOR A WORKING PRESSURE NOT LESS THAN 200 PSI. EACH VALVE SHALL HAVE THE PRESSURE RATING CAST INTO THE BODY AND MANUFACTURER'S NAME OR INITIAL CAST INTO THE BODY OR BONNET REQUIRE USE OF STAINLESS STEEL NUTS. BOLTS AND BRASS NUTS AS APPLICABLE C. OPEN CUT IF ANY, SHALL BE PERFORMED AS SHOWN ON THE PLANS, AND SHALL BE IN ACCORDANCE WITH THE ST. LUCIE COUNTY SPECIFICATIONS 01 DEWATERING ALL cmamicnoN DEW =me (HELL PaM3. suns Er -) SHALL REMAIN UNFR THE SF.W 10-44 M 17010k N0.I10W0 LESS THAN 5 NOD, LESS THAN 100 MO TOW. LESS TIM ND DAYS, ARE NO RESOURCE OR OPFSIIE ePL1CIS. TNIS PEANr SHAD. BE MMNFD BY THE OONIRACIGR Sr IM CON:RACIORS EXPDM CALL 48 HOURS BEFORE ' YOU DIG IN FLORIDA 1-800-432-4770 IT'S THE LAW! SUNSHINE STATE ONE CALL OF FLORIDA, INC. D. WATER MAIN TESTING THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS WITH A CERTIFIED TESTING LABORATORY TO TAKE ALL WATER SAMPLES REQUIRED FOR BACTERIOLOGICAL TESTS AND SHALL MAINTAIN A COMBINED CHLORINE WATER RESIDUAL OF NOT LESS THAN 0.6 MGA (PRM). WATER MAINS BEING TESTED MUST REMAIN UNDER LINE PRESSURE AFTER THE SAMPLE TAPS ARE TURNED OFF. ALL WATER MAINS SHALL BE PRESSURE AND LEAKAGE TESTED FOR TWO HOURS IN ACCORDANCE WITH ALL FDEP, AND CURRENT ANNA STANDARDS THE FOLLOWING FORMULA SHALL BE APPLIED TO DETERMINE THE ALLOWABLE LEAKAGE PER HOUR OF TESTING. SDP 0.5 L 133,200 WHERE L - ALLOWABLE LEAKAGE IN GALLONS PER HOUR S - LENGTH OF PIPE TESTED IN FEET D - NOMINAL DIAMETER OF THE PIPE IN INCHES P - AVERAGE TEST PRESSURE DURING THE LEAKAGE TEST, IN POUNDS PER SQUARE INCH (GAUGE) FOLLOWING THE LEAKAGE TEST EACH SECTION OF COMPLETED PIPELINE SHALL BE AS THOROUGHLY SWABED AND FLUSHED AS POSSIBLE PER CITY OF PORT ST. LUCIE SPECIFICATIONS A MINIMUM FLOW SHALL BE USED THAT WILL INSURE VELOCITY IN THE PIPE OF 2.5 FPS. THE WATER SHALL BE POTABLE WATER OR WATER FROM A SOURCE SATISFACTORY TO THE UTILITY. S, IES11N0: TESTING SHALL BE IN ACCORDANCE WITH THE MARTIN COUNTY UTIUTIES CODE FREQUENCY AND SPACING OF BACKFILL DENSITY TEST UNDER PROPOSED PAVEMENT AREAS SHALL BE AS FOLLOWS: A. ONE TEST MIDWAY BETWEEN STRUCTURES AND ONE TEST ADJACENT TO STRUCTURE B. STORM: BEGIN TESTING IN THE FIRST FOOT ABOVE THE CULVERT THEN ONE TEST EVERY TWO FEET TO WITHIN TWO FEET OF SUBGRADE. C. SANITARY: BEGIN TESTING IN THE SECOND FOOT ABOVE THE CONDUIT, THEN ONE TEST EVERY TWO FEET TO WITHIN TWO FEET OF SUBGRADE 7. EROSION CONTROL MEASURES: ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SODDED OR SEEDED, MULCHED AND FERTILIZED AS SPECIFIED ON THE PLANS OR AS SPECIFIED BY THE LANDSCAPE ARCHITECT PLANS IN ACCORDANCE WITH FOOT SECTION 570, 575. AND 981. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING A STAND OF GRASS SUFFICIENT TO PREVENT EROSION. CONTRACTOR IS RESPONSIBLE FOR MEETING ALL STATE AND LOCAL REQUIREMENTS INCLUDING SFWMD PERMITS, DEP-NPDES AND PERMITTING. THE CONTRACTOR IS REQUIRED TO SUBMIT TO DEP THE NPDES NOTICE OF INTENT ALONG WITH A STORM WATER POLLUTION PREVENTION PLAN CREATED BY THE CONTRACTOR. E STANDARD COLOR STAIGNG FOR UNDERGROUND FACT M 94PLL BE ADHERED TO UNLESS 011FFE11Nq REGUIIIEIENITS BY LOCAL AGENCIES: YELLOW GAS, OIL, PETROLEUM AND OTHER HAZARDOUS LIQUIDS OR GASEOUS MATERIALS RED ELECTRONIC POWER LINE OR CONDUITS ORANGE COMMUNICATION LINES OR CABLES, INCLUDING BUT NOT LIMITED TO TELEPHONE, TELEGRAPH, FIRE SIGNALS. CABLE TV, CIVIL DEFENSE, AND ELECTRONIC CONTROLS BLUE WATER GREEN STORM AND SANITARY SEWERS INCLUDING FORCE MAINS AND OTHER NON HAZARDOUS MATERIALS G, DEWAIERING 1. ALL OFFSITE DISTURBED AREAS, RIGHT-OF-WAY CONVEYANCE SWALES, WET DETENTION POND SLOPES AND LANDSCAPE AREAS TO BE SODDED WITH BAHIA GRASS. 2. CONTRACTOR TO MAINTAIN ONE TEMPORARY CONSTRUCTION ENTRANCE ROAD FROM HANCOCK DRIVE PER NPDES AND ST. LUCIE COUNTY REQUIREMENTS UNTIL A PERMANENT ENTRANCE IS ESTABUSHED PER CONSTRUCTION PLANS THE CONTRACTOR MUST CONTINUE TO PREVENT OFFSITE SEDIMENTATION FROM THE USE OF THE PERMANENT ENTRANCE ROAD PER NPDES AND ST. LUCIE COUNTY REQUIREMENTS 3. THIS PROJECT IS DESIGNED TO MEET ALL SFWMD PERMITTING CRITERIA. 4. ROOF DRAINS SHALL BE CONSTRUCTED TO DRAIN TO THE WET RETENTION POND OR EXFTLTRATION TRENCH. 5. THE PROPOSED PROJECT IS LOCATED IN FLOOD ZONE X. S. ALL DEWATERING IS TO MEET SF.W.M.D.'S NO -NOTICE PERMIT CRITERIA INFORMATION CAN BE OBTAINED AT WWW.SFWMD.GOV. 1. A DUAL PUMP SYSTEM THAT OPERATES ON 240 VOLT SINGLE-PHASE ELECTRICAL POWER. 2 A SINGLE APPROVED MANUFACTURER(S) SHALL BE RESPONSIBLE FOR SUPPLYING THE ENTIRE GRINDER SYSTEM(S) INCLUDING, BUT NOT LIMITED TO, PUMPS, MOTORS, RAIL ASSEMBLIES, ELECTRICAL CONTROLS AND APPURTENANCES 3. ALL EQUIPMENT SHALL BE NEW AND UNUSED STANDARD EQUIPMENT FOR THE INTENDED USE AS SPECIFIED HEREIN. 4, ENGINEER OF RECORD SHALL PROVIDE CALCULATIONS INCLUDING. BUT NOT LIMITED T0, THE AVERAGE DAILY FLOWS (ADF), MAXIMUM DAILY FLOWS FLO WS PEAK HOURLY FLOWS (PHADF/MDF/PHF CYCLE / RUN TIMES AND STARTS PER HOUR, TOTAL DYNAMIC HEAD (1DH) CALCULATIONS FLp SHALL BE BASED ON SHE F.A.C..64E-6. AS AMENDED. 5. POST CONSTRUCTION: THREE (3) OPERATION AND MAINTENANCE MANUAL(S) SHALL BE PREPARED SPECIFIC TO THE INDIVIDUAL INSTALLATIONS) AND SHALL INCLUDE THE COMPLETE PUMP AND MOTOR DATA, A BILL OF MATERIALS OF ALL EQUIPMENT (INCLUDING WEIGHTS), COPIES OF THE MANUFACTURER'S SHOP AND FIELD TESTING OF THE EQUIPMENT, DRAWINGS OF THE SYSTEM AND RECOMMENDED MAINTENANCE AND OPERATION PROCEDURES 8. CONTRACTOR SHALL PROVIDE THE ENGINEER OF RECORD 5 COPIES OF SHOP DRAWINGS WHICH MUST INCLUDE THE FOLLOWING: o. DIMENSIONS AND ANCHOR BOLT LOCATIONS b. DESCRIPTIVE LITERATURE, BULLETINS, AND/OR CATALOGS OF THE EQUIPMENT C. A COMPLETE TOTAL BILL OF MATERIALS OF ALL EQUIPMENT INCLUDING THE WEIGHTS OF EQUIPMENT FURNISHED. d. A UST OF THE MANUFACTURER'S RECOMMENDED SPARE PARTS TO BE SUPPLIED IN ADDITION TO THOSE SPECIFIED HEREIN BY THE PARAGRAPH ENTITLED TOOLS AND SPARE PARTS, WITH THE MANUFACTURER'S CURRENT PRICE FOR EACH ITEM. INCLUDE GASKETS, PACKING, ETC. ON THE UST. LIST BEARINGS BY THE BEARING MANUFACTURER'S ITEM NUMBERS ONLY e. COMPLETE MOTOR DATA f. COPIES OF ALL FACTORY TEST RESULTS 7. ALL PARTS SHALL BE PROPERLY PROTECTED SO THAT NO DAMAGE OR DETERIORATION WILL OCCUR DURING A PROLONGED DELAY FROM THE TIME OF SHIPMENT UNTIL INSTALLATION IS COMPLETED AND THE UNITS AND EQUIPMENT ARE READY FOR OPERATION. S. A FACTORY REPRESENTATIVE OF ALL MAJOR COMPONENT MANUFACTURERS, WHO HAS COMPLETE KNOWLEDGE OF PROPER OPERATION AND MAINTENANCE, SHALL BE PROVIDED FOR TWO (2) DAYS TO INSTRUCT REPRESENTATIVES OF THE OWNER AND THE ENGINEER OF RECORD ON PROPER OPERATION AND MAINTENANCE WITH THE OWNER'S PERMISSION, THIS WORK MAY BE CONDUCTED IN CONJUNCTION WITH THE OBSERVATION OF THE INSTALLATION AND TEST RUN AS SPECIFIED HEREIN. IF THERE ARE DIFFICULTIES IN OPERATION OF THE EQUIPMENT DUE TO THE MANUFACTURER'S DESIGN OR FABRICATION, ADDITION/u_ SERVICE SHALL BE PROVIDED AT NO COST TO THE OWNER. 9. ONE (1) SET OF ALL SPECIAL TOOLS REQUIRED FOR NORMAL OPERATION AND MAINTENANCE SHALL BE PROVIDED. ALL SUCH TOOLS SHALL BE FURNISHED IN A SUITABLE STEEL TOOL CHEST COMPLETE WITH LOCK AND DUPLICATE KEYS 10. THE MANUFACTURERS OF THE EQUIPMENT SPECIFIED HEREIN SHALL FURNISH A COMPLETE SET OF RECOMMENDED SPARE PARTS NECESSARY FOR THE FIRST FIVE 5) YEARS OF OPERATION OF THE PUMPING SYSTEM. 11. SPARE PARTS SHALL BE PROPERLY BOUND AND LABELED FOR EASY IDENTIFICATION WITHOUT OPENING THE PACKAGING AND SUITABLY PROTECTED FOR LONG TERM STORAGE 12. THE CONTRACTOR AND THE EQUIPMENT MANUFACTURERS SHALL WARRANT ALL EQUIPMENT SUPPLIED UNDER THIS SECTION FOR A PERIOD OF ONE (1 YEAR. WARRANTY PERIOD SHALL COMMENCE ON THE DATE OF OWNER ACCEPTANCE 13. TH2 EQUIPMENT SHALL BE WARRANTED TO BE FREE FROM DEFECTS IN WORKMANSHIP, DESIGN AND MATERIALS IF ANY PART OF THE EQUIPMENT SHOULD FAIL DURING THE WARRANTY PERIOD, IT SHALL BE REPLACED IN THE MACHINE(S) AND THE UNIT(S) RESTORED TO SERVICE AT NO EXPENSE TO THE OWNER. 14. THE MANUFACTURER/SUPPLIER SHALL BE RESPONSIBLE FOR THE SUPPLY OF AN ENTIRE SYSTEM INCLUDING PUMPS, MOTORS, ELECTRICAL CONTROLS, ETC.. AS SPECIFIED HEREIN. 15. STAINLESS STEEL NAMEPLATES GIVING THE NAME OF THE MANUFACTURER, THE RATED CAPACITY, HEAD, SPEED AND ALL OTHER PERTINENT DATA SHALL BE ATTACHED TO EACH PUMP AND MOTOR. 18. MEN OPERATING AT THE DESIGN OUTPUT SPEED, EACH PUMP SHALL HAVE A CHARACTERISTIC PERFORMANCE CURVE THAT MEETS ALL THE MINIMUM CONDITIONS THE PUMPS AND DRIVE MOTORS SHALL BE CAPABLE OF OPERATING SATISFACTORILY UNDER THE FULL RANGE OF CONDITIONS THE INTERMEDIATE PUMP CAPACITY, HEAD AND EFFICIENCY AS DEFINED HEREIN, SHALL TAKE INTO CONSIDERATION ALL LOSSES FROM THE PUMP INTAKE SUCTION BELL TO THE PUMP DISCHARGE CONNECTION. 17. THERE SHALL BE NO SIGNIFICANT CHANGE IN VIBRATION AND NOISE LEVEL OVER THE ENTIRE LISTED RANGE OF FLOW FOR THE PUMPING SYSTEM. IS. MAXIMUM MOTOR SPEEDS SHALL NOT EXCEED THOSE LISTED IN SPECIFICATIONS TO SATISFY THE SPECIFIED HYDRAULIC DUTY REQUIREMENTS THE PUMP 'DESIGN SPEEDS' SHALL BE THE MOTOR OUTPUT SPEED WHEN OPERATING AT THE PUMP 'INTERMEDIATE' CAPACITY AND HEAD. 19. WITH THE PUMPING UNITS OPERATING AT FULL MOTOR SPEED, THE MAXIMUM BRAKE HORSEPOWER REQUIRED BY THE PUMPS SHALL NOT EXCEED THE MAXIMUM HORSEPOWER LISTED IN SPECIFICATION. IF THE PUMPING UNITS REQUIRE MORE THAN THE MAXIMUM HORSEPOWER LISTED IN THE SPECIFICATION AT THE MOTOR OUTPUT SHAFT AT ANY FULL MOTOR SPEED OPERATION POINT BETWEEN PRIMARY AND SECONDARY DISCHARGE HEAD, THEY WILL BE REJECTED. 20. A CERTIFIED HYDRAULIC INSTITUTE TEST CURVE FROM AN IDENTICAL PUMP SHALL BE SUBMITTED, INCLUDING HEAD, CAPACITY, BRAKE HORSEPOWER, AND PUMP EFFICIENCY FOR EACH PUMP TYPE SUPPLIED. 21. THE PUMP AND MOTOR HOUSING SHALL BE CAST IRON WITH ALL PARTS COATED WITH A SEWAGE RESISTANCE COATING. ALL EXPOSED HARDWARE SHALL BE OF 304-STAINLESS STEEL ALL MATING SURFACES WHERE WATERTIGHT SEALING IS REQUIRED SHALL BE MACHINED AND FITTED WITH GASKETS OR D-RINGS 22. THE BASIN SHALL BE SIZED AS SPECIFIED IN THE CONSTRUCTION DRAWINGS 23. THE BASIN MANUFACTURER SHALL FURNISH TANK ACCESS COVERS AND FRAMES AS SHOWN ON THE PLANS FOR THE TANKS THE COVER SHALL BE MADE OF FIBERGLASS, GASKET SEALED, WITH 316 STAINLESS STEEL BOLTS USED TO SECURE THE COVER TO THE BASIN. THE COVER SHALL BE CAPABLE OF BEARING A 2OD-POUND PER SQUARE FOOT LIVE LOAD. 24. A PUMP CONTROLLER SHALL BE PROVIDED FOR EACH PUMP UNIT. THE CONTROLLER SHALL AUTOMATICALLY START AND STOP PUMP(S). 25. THE PUMP CONTROLLER SHALL BE THE STANDARD SYSTEM OF THE MANUFACTURER AS MODIFIED FOR THIS APPLICATION. 25. A TERMINAL STRIP SHALL BE SUPPLIED TO MAKE ALL POWER AND CONTROL CONNECTIONS FOR THE PUMPS ALL TERMINALS SHALL BE MARKED FOR EASY IDENTIFICATION. A GROUND TERMINAL STRIP SHALL ALSO BE PROVIDED. 27. THE CONTROL PANELS SHALL CONSIST OF A LIGHTNING ARRESTOR, A DISCONNECT SWITCH, A CIRCUIT BREAKER AND NEMA RATED MAGNETIC STARTER FOR EACH PUMP MOTOR. A HIGH LEVEL ALARM AND PUMP SHUT-OFF SHALL BE ACCOMPLISHED BY A FLOAT TYPE LIQUID LEVEL CONTROL SYSTEM. CONTROL SWITCHES SHALL PROVIDE MEANS TO OPERATE EACH PUMP MANUALLY OR AUTOMATICALLY. 28. A FLOAT TYPE LIQUID LEVEL CONTROL SYSTEM SHALL CONTINUOUSLY MONITOR WET WELL LIQUID LEVEL AND CONTROL OPERATION OF THE LOW-LEVEL CUTOFF FOR THE PUMPS 29. AN EXTERIOR ALARM LIGHT SHALL BE ACTIVATES UPON HIGH LEVEL. 30. THE ELECTRICAL CONTROL EQUIPMENT SHALL BE MOUNTED WITHIN A NEMA TYPE 4 FIBERGLASS DEAD FRONT DOOR -IN -DOOR WITH ALL STAINLESS STEEL HARDWARE THE ENCLOSURE SHALL BE U.L LISTED AS AN ASSEMBLY , PER MANUFACUTURER'S DIMENSIONS (INTERNAL DIMENSIONS) AND SHALL INCORPORATE A REMOVABLE BACK PANEL ON WHICH CONTROL COMPONENTS SHALL BE MOUNTED. BACK PANEL SHALL BE SECLIRIED TO ENCLOSURE WITH COLLAR STUDS. A HIGH LEVEL AND SEAL FAILURE ALARM LIGHT SHALL BE MOUNTED ON TOP OF THE CONTROL CABINET. THE LIGHT SHALL BE ENCLOSED IN A RED POLYCARBONATE ENCLOSURE THE HIGH-LEVEL. ALARM FLOAT INSTALLED IN THE PUMP TANK SHALL ACTIVATE THE LIGHT. SEAL FAILURE ALARM CIRCUITRY SHALL ONLY BE PROVIDE) IF REQUIRED TO OBTAIN MANUFACTURERS WARRANTY. 31. INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS IN THE LOCATIONS SHOWN ON THE DRAWINGS INSTALLATION SHALL INCLUDE FURNISHING THE REQUIRED OIL AND GREASE FOR INITIAL OPERATION. THE GRADES OF OIL AND GREASE SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 32. BEFORE EXPOSURE TO WEATHER AND PRIOR TO SHOP PAINTING, ALL SURFACES SHALL BE THOROUGHLY CLEANED, DRY AND FREE FROM ALL MILL -SCALE, RUST, GREASE, DIRT AND OTHER FOREIGN MATTER. 33. ALL PUMPS AND MOTORS SHALL BE SHOP COATED WITH MANUFACTURER'S STANDARD COATING. 3C ALL NAMEPLATES SHALL BE PROPERLY PROTECTED DURING PAINTING. 35, GEARS, BEARING SURFACES, AND OTHER SIMILAR SURFACES OBVIOUSLY NOT BE PAINTED SHALL BE GIVEN A HEAVY SHOP COAT OF GREASE OR OTHER SUITABLE RUST -RESISTANT COATING. THIS COATING SHALL BE MAINTAINED AS NECESSARY TO PREVENT CORROSION DURING PERIODS OF STORAGE AND ERECTION AND SHALL BE SATISFACTORY TO THE ENGINEER OF RECORD UP TO THE TIME OF THE FINAL ACCEPTANCE TEST. 36. THE CONTRACTOR SHALL FURNISH THE SERVICES OF A MANUFACTURER'S FIELD SERVICE TECHNICIAN WHO HAS COMPLETE KNOWLEDGE OF PROPER OPERATION AND MAINTENANCE OF THE EQUIPMENT FOR A PERIOD NOT LESS THAN TWO (2) DAYS TO INSPECT THE INSTALLED EQUIPMENT, SUPERVISE THE INITIAL TEST RUN, AND TO PROVIDE INSTRUCTION TO THE UTILITY PERSONNEL THE FIRST DAY WILL BE FOR CHECKING AND INSPECTING THE EQUIPMENT AFTER IT IS INSTALLED AND TO OPERATE AND SUPERVISE THE INITIAL FIELD TEST. 37. THE FINAL COPIES OF OPERATION AND MAINTENANCE MANUALS SPECIFIED PREVIOUSLY MUST HAVE BEEN DELIVERED TO THE ENGINEER OF RECORD PRIOR TO SCHEDULING THE INSTRUCTION PERIOD WITH THE OWNER. 38. THE SERVICES OF A FACTORY REPRESENTATIVE SHALL BE FURNISHED FOR TWO (2) DAYS AND SHALL HAVE COMPLETE KNOWLEDGE OF PROPER OPERATION AND MAINTENANCE TO INSPECT THE FINAL INSTALLATION AND SUPERVISE THE TEST RUN OF THE EQUIPMENT. 39. FIELD TESTS SHALL NOT BE CONDUCTED UNTIL SUCH TIME THAT THE ENTIRE INSTALLATION IS COMPLETE AND READY FOR TESTING. 40. AFTER ALL PUMPS HAVE BEEN COMPLETELY INSTALLED AND WORKING UNDER THE DIRECTION OF THE MANUFACTURER, CONDUCT, IN THE PRESENCE OF THE ENGINEER OF RECORD, SUCH TESTS THAT ARE NECESSARY TO INDICATE THAT PUMPS CONFORM TO THE SPECIFICATIONS FIELD TESTS SHALL INCLUDE ONE REPRESENTATIVE PUMP INCLUDED UNDER THIS SECTION. 41.IF THE PUMP PERFORMANCE DOES NOT MEET THE SPECIFICATIONS, CORRECTIVE MEASURES SHALL BE TAKEN OR PUMPS SHALL BE REMOVED AND REPLACED WITH PUMPS THAT SATISFY THE CONDITIONS SPECIFIED. A 24-HOUR OPERATING PERIOD OF THE PUMPS WILL BE REQUIRED BEFORE ACCEPTANCE DURING THIS 24-HOUR OPERATING PERIOD, THE CONTRACTOR SHALL SUPPLY ALL POWER NECESSARY.OF A 42. THE CONTRACTOR/MANUFACTURER REPRESENTATIVE SHALL CHECK DIRECTION OF ROTATION OF ALL MOTORS AND REVERSE CONNECTIONS IF NECESSARY.SHOULD ANY ITEM OF EQUIPMENT FAIL TO MEET THE SPECIFICATIONS, THE CONTRACTOR SHALL TAKE CORRECTIVE MEASURES OR THE ITEM SHALL BE REMOVED AND REPLACED WITH ONE THAT SATISFIES THE CONDITIONS SPECIFIED. 43. ALL PUMP OPERATION SETTINGS. ALARMS, AND SHUTDOWN DEVICES SHALL BE CALIBRATED AND TESTED DURING THE FIELD TESTS 44. DELIVER FOUR (4) COPIES OF CERTIFIED TEST RESULTS TO THE ENGINEER OF RECORD UPON COMPLETION OF SATISFACTORY TESTING OF THE EQUIPMENT. CITY OF PORT ST. LUCIE - GENERAL NOTES - SECTION 01200 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF PORT ST. LUCIE UTIUTY SYSTEMS DEPARTMENT'S TECHNICAL SPECIFICATIONS AND CONSTRUCTION STANDARDS, LATEST REVISION, AND WITH ALL APPLICABLE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION RULES AND REGULATIONS. 2. STANDARD SEPARATION FOR ALL WATER AND/OR WASTEWATER MAINS, HORIZONTAL AND VERTICAL, SHALL BE PER FDEP REQUIREMENTS, PROVISIONS OF F.A.C. RULE 6ZO04 AND TEN STATES STANDARDS. 3. THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD, THE APPROPRIATE GOVERNMENTAL JURISDICTIONAL AGENCY, AND ALL UTILITY COMPANIES AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION FOR COORDINATION OF ANY UTILITIES. 4. NO POLLUTION OR EROSION CAUSED BY THIS PROJECT WILL BE ALLOWED IN THE STORMWATER DRAINAGE SYSTEM. THE CONTRACTOR SHALL INSTALL ANY DEVICES NECESSARY TO PREVENT POLLUTION OR EROSION. 114E COST OF POLLUTION AND EROSION CONTROL SHALL BE INCIDENTAL TO THE COST OF CONSTRUCTION. 5. CONTRACTOR SHALL MAINTAIN TRAFFIC AT ALL TIMES WHERE WORK IS IN PROGRESS. TRAFFIC CONTROL. BARRICADES, ETC., SHALL BE IN ACCORDANCE WITH APPLICABLE FLORIDA DEPARTMENT OF TRANSPORTATION AND OSHA STANDARDS. IF ANY CONFLICT EXISTS BETWEEN THE STANDARDS. THE MORE STRINGENT GOVERNS, AS DETERMINED BY THE ENGINEER OF RECORD. 8. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE UTILITY AND ENGINEER OF RECORD. 7. ALL MATERIALS. CONSTRUCTION METHODS, TESTING, AND DISINFECTION SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF PORT ST. WCIE UTILITY SYSTEMS DEPARTMENT AND AWWA CURRENT STANDARDS. B. CONTRACTOR SHALL REPAIR OR REPLACE ANY DAMAGE CAUSED BY CONSTRUCTION ACTIVITY. 9. AS -BUILT PLANS FOR WATER/SEWER MAINS SHALL BE PROVIDED BY CONTRACTOR/ENGINEER OF RECORD, A REPRODUCIBLE MYLAR COPY AND THREE (3) BLUEUNE COPIES OF A CERTIFIED SURVEY. THE BLUELINE COPIES SHALL BEAR THE ORIGINAL SIGNATURE AND EMBOSSED SEAL OF THE SURVEYOR THAT PERFORMED THE AS -BUILT SURVEY. THE AS-BUILTS SHALL BE SUBMITTED AFTER THE COMPLETION OF CONSTRUCTION, PRIOR TO SUBMITTAL TO THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION. THE AS -BUILT SURVEY SHALL. BE PREPARED IN PLAN AND PROFILE FORMAT BY A PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA, AND SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE FLORIDA ADMINISTRATIVE CODE AND CHAPTER 472 OF THE FLORIDA STATUTES THE AS -BUILT DRAWING SHALL BE AT THE SAME SCALE AND REFERENCE THE SAME BASEUNE AS THE DRAWINGS PREPARED BY THE ENGINEER OF RECORD. THE HORIZONTAL AND VERTICAL LOCATION OF THE MAINS AND APPURTENANCES SHALL BE ACCURATELY DEPICTED TO SCALE AND SHALL BE IDENTIFIED RELATIVE TO THE BASELINE AND RELATIVE TO READILY IDENTIFIABLE PERMANENT REFERENCE POINTS EXISTING AFTER THE COMPLETION OF THE CONSTRUCTION. LOCATIONS SHALL BE SHOWN FOR ALL FITTINGS, VALVES, HYDRANTS, MANHOLES, SAMPLE POINTS, AIR RELEASES, ETC., BOTH HORIZONTAL AND VERTICAL, AND THE LOCATION OF THE MAIN AT EACH BASELINE STATION AS SHOWN ON THE PLANS (100 FEET MAXIMUM) BOTH HORIZONTAL AND VERTICAL UNDERGROUND FACILITIES (I.E., DRAINAGE, GAS, ELECTRIC, TELEPHONE, ETC.) CROSSING THE MAINS SHALL BE ACCURATELY SHOWN BOTH HORIZONTAL AND VERTICAL AND SHALL IDENTIFY SIZE, TYPE, FACILITY, MATERIAL, AND CLEARANCE ALL INFORMATION SHALL BE BASED UPON MEASUREMENTS AND OBSERVATIONS MADE IN THE FIELD BY THE SURVEYOR CERTIFYING THE SURVEY, OR BY PERSONNEL UNDER HIS EMPLOYMENT, DIRECTION, AND SUPERVISION. THE COST FOR PREPARING AND MAINTAINING THE AS -BUILT PLANS SHALL BE INCIDENTAL TO THE CONSTRUCTION COST. 10. ALL HORIZONTAL AND VERTICAL SURVEY CONTROL POINTS SHALL BE PROTECTED AND UNDISTURBED. IN THE EVENT THAT A CONTROL POINT IS DISTURBED OR DESTROYED THE POINT SHALL BE RE-ESTABUSHED BY A FLORIDA REGISTERED LAND SURVEYOR. IF THE CONSTRUCTION OCCURS IN THE CITY OF PORT ST. LUCIE THE METHOD TO RE-ESTABLISH THE POINT SHALL BE APPROVED BY THE CITY ENGINEER, AT THE EXPENSE OF THE CONTRACTOR. STANDARD WATE VSEWER SEPARATION STATEMENT 1. SANITARY SEWERS (INCLUDING LATERALS AND REUSE WATER UNES). FORCE MAINS AND STORM SEWERS SHOULD CROSS UNDER WATER MAINS WHENEVER POSSIBLE SANITARY SEWERS, FORCE MAINS AND STORM SEWERS CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE WHENEVER POSSIBLE WHERE SANITARY SEWERS, FORCE MAINS AND STORM SEWERS MUST CROSS A WAIER MAIN WITH LESS THAN 18 INCHES VERTICAL DISTANCE, BOTH THE SEWER AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT THE CROSSING DIP IS NOT REQUIRED FOR STORM SEWERS 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 OF THE CROSSING MUST BE MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT ALL CROSSINGS ALL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING (PIPES CENTERED ON THE CROSSING). WHERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE WITH LESS THAN 18 INCHES OF VERTICAL CLEARANCE, THE NEW PIPE SHALL BE CONSTRUCTED OF DIP (EXCEPT STORM SEWERS) AND THE NEW PIPE SHALL BE ARRANGED TO MEET THE CROSSING REQUIREMENTS ABOVE 2. A MINIMUM 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN ANY TYPE OF SEWER AND WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A 10 FOOT HORIZONTAL SEPARATION, THE WATER MAIN MUST BE LAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER OR FORCE MAIN AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER. WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 18 INCHES IN PARALLEL INSTALLATIONS, THE WATER MAIN SHALL BE CONSTRUCTED OF DIP (EXCEPT STORM SEWERS) WITH A MINIMUM VERTICAL DISTANCE OF 6 INCHES THE WATER MAIN SHOULD ALWAYS BE ABOVE THE SEWER. JOINTS ON THE WATER MAIN SHALL BE LOCATED AS FAR APART AS POSSIBLE FROM JOINTS ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS) 3. ALL DIP SHALL BE PRESSURE CLASS 350 OF HIGHER. ADEQUATE PROTECTIVE MEASURES AGAINST CORROSION SHALL BE USED AS DETERMINED BY THE ENGINEER. 4. MAXIMUM OBTAINABLE SEPARATION OF RECLAIMED WATER LINES AND DOMESTIC WATER LINES SHALL BE PRACTICED. A MINIMUM HORIZONTAL SEPARATION OF FIVE FEET (CENTER TO CENTER) OF THREE FEET (OUTSIDE TO OUTSIDE), SHALL BE MAINTAINED BETWEEN RECLAIMED WATER LINES AND ETHER POTABLE WATER MAINS OF SEWAGE COLLECTION LINES A MINIMUM VERTICAL CLEARANCE OF 18 INCHES MUST BE MAINTAINED BETWEEN RECLAIMED WATER LINES AND POTABLE WATER MAINS OR SEWAGE COLLECTION LINE AT CROSSINGS, PROVISIONS OF FAC RULE 62-604 AND 'RECOMMENDED STANDARDS FOR WATER WORIGS' (TEN STATES STANDARDS) LATEST EDITION, SHALL APPLY. 211ALIN INN11 mkllM�'h'llll a i 91 WE I P I 1111111 I ���� � 11" ION 1001 'I'm, I NO ML General Notes k No. I Revision/Issue I Date J Sign and Seal /& 4�- �,-zz---� 1151-,, Adam Heltemca FIFE. No. 59553 Firm Name and Address T I I I a E. 7t:6 Street easure Stuart, FL 34996 f %one:772-221-3724 G stFax; 772-22 I-3726 E-mail: engineering tcedevelopment®yahoo.com f=5FE. No. 26590 L 11-.11 evelopment, Inc. Project Name and Address CARLTON SQUARE Lots 20 & 21 Wynne Building Corporation S. US HWY 1 rProje7tNo.et She 06-02 me OCTOBER 3, 2006 S-11 Scale As Noted MIDWA ROAD Indian River White City S I Easy Street Hancock Dr. Port St. Lucie, FL 34952 Q I 0 w PROPOSED Prima Vista BI vd SITE S anish Club BIv Port St. Lucie LOCATION MAP N.T.S. SURVEYOR'S NOTES: 1. ELEVATIONS SHOWN HEREON ARE BASED ON THE NGVD 1929 VERTICAL DATUM AND ARE REFERENCED TO THE SITE BENCHMARK BEING THE A NAIL & DISK AT THE CENTER OF CUL-DE-SAC ELEVATION = 12.98 2. THE STATE PLANE COORDINATES SHOWN HEREON ARE BASED ON THE NAD 1983 COORDINATE SYSTEM, ALL COORDINATES SHOWN HEREON ARE RELATIVE THERETO. ALEXANDER J. PIAZZA PSM, INC. Surveying • Mapping • Consulting 619 SW Biltmore Street Port St. Lucie, Florida 34983 Phone: (772) 340-7770 Fax: (772) 340-2250 LB#7280 CAD K:\WYNNE\LEXINGTON\DWG\06-216AB1.DWG REF FLD CJM / AJP FB• PG. JOB 06-216 OFF CJM DATE 7-10-09 CKD AJP SHEET 1 OF 4 DWG D-345 AI_.I:XAND EP. J . P AllA PSM, C . FLE:�f� iDEf? J. PI,,A PROF':SS I OVAL SURVEYOR AND MAPPER FLORIDA CER71FIC,A_'E No. 6330 ":h�.:I< .�.a- .,A.�!5_ CIFICATIONS f�1�3 Ci -,IBM- 101-4111h, AR U"1MkN SQUARE ;►ECTION ST. LUCIE COUNTY, FLORIDA � J SHEET INDEX SHEET SHEET NUMBER TITLE/DESCRIPTION C Cover Sheet SP-1 Final Site Plan p-1 Paving, Grading, Drainage Plan p-2 Utility Plan p-3 Offsite Septic Connection Plan D-1 - D-2 Paving, Grading and Drainage detail Sheets U-1 - U-2 Water Utility Detail Sheets SE-1 - SE-3 Septic Tank, Pu gyp, Line Instal °�tion Sheets S-1 Specifications OWNER: WYNNE BUILDING CORP. 8000 SOUTH U S#1, SUITE 402 PORT ST. LUCIE, FL 34952 PHONE: 772-878-5513 FAX: 772— 878— 0224 LAND SURVEYOR: ALEXANDER J. PIAZZA, PSM, INC. 619 SW BILTMORE STREET PORT ST. LUCIE, FL 34983 PHONE: 772-340-7770 FAX: 772— 380— 0520 LANDSCAPE ARCHITECT: WILLIAM A. FLINT 2310 SE COUNTRY CLUB LANE STUART, FL 34996 PHONE: (772) 220-0424 FAX: (772) 220-8915 CERTIFICATION ENGINEER-: TREASURE COAST ENGINEERING AND DEVELOPMEN, INC. 421 RUTH LANE, A ORLANDO, FL 32801 ADAM HELTEMES, P.E. #59353, B.P.E. #26590 JINEER: dk '!,'—A GOLDEN 100 E. PINE STREET SUITE 605 ORLANDO, FL 32801 Pi I. 407-649-5475 FX. 407-649-6582 ADAM HELTEMES, P.E. PUBLIC WO 5T. LUCIE COU #59353, B.P.E.#9915 TREASURE COAST ENGINEERING AND DEVELOPMEN, INC. 421 RUTH LANE, A ORLANDO, FL 32801 ADAM HELTEMES, P.E #59353, B.P.E.#26590 DATE BY REVISIONS REFER TO SHEETS ;U 2. RVEYOR'S NOTES: EXISTING US1 EDGE OF ELEVATIONS SHOWN HEREON ARE BASED ON THE NGVD 1929 VERTICAL DATUM PAVEMENT NO LONGER IN USE -/ AND ARE REFERENCED TO THE SITE BENCHMARK BEING THE A NAIL & DISK AT THE CENTER OF CUL-DE-SAC ELEVATION = 12.98 D4 EXISTING 12 WATERMAIN THE STATE PLANE COORDINATES SHOWN HEREON ARE BASED ON THE NAD 1983 COORDINATE SYSTEM, ALL COORDINATES SHOWN HEREON ARE RELATIVE THERETO. ALEXANDER J. PIAZZA PSM, INC. Surveying • Mapping • Consulting 619 SW Biltmore Street Port St. Lucie, Florida 34983 Phone: (772) 340-7770 Fax: (772) 340-2250 LB#7280 CAD K:\WYNNE\LEXINGTON\DRUG\06-216AB2.DWG REF FLD CJM / AJP FB. PG. JOB 06-216 OFF CJM DATE 7-10-09 CKD AJP SHEET 2 OF 4 DWG 0-345 At EXANDEC J . P I AZ�A PROFESSIONAL SU VEYOR AND MAPPER FLORIDA CERTIFICATE No. 6330 LEGEND NUMBER OF PARKING SPACES IN A ROW /0 WOOD POWER POLE fZf CONCRETE POWER POLE OVERHEAD POWER LINES PROPOSED 40OW SODIUM LIGHTS -SINGLE PROPOSED 40OW SODIUM LIGHTS-D180 O PROPOSED DECORATIVE FLUORESCENT LIGHTS 0 4' LANDSCAPE PLANTER CONSTRUCTED FDOT BRICK PAVERS TYPE „C" INLET USF 4155 FRAME USF 6209 GRATE (TYP) SUMP 1' X EXISTING ELEVATIONS j •O 12'X12" CONC. DUMPSTER PROPOSED TOP OF CURB ELEVATION PAD AND ENCLOSURE PROPOSED PAVEMENT ELEVATION PER DETAIL --SF--TEMPORARY SILT FENCE LOT 19 w _....-.- SURFACE RUNOFF F. F. EL. = 13.16 0 O FDOT TYPE "D" 0 CURB (TYP) NOTES: 1) ALL OFFSITE DISTURBED AREAS, LANDSCAPE AREAS AND OPEN SPACE AND TO BE SODDED WITH BAHIA GRASS OR AS SPECIFIED BY LANDSCAPE ARCHITECT. 2) CONTRACTOR TO MAINTAIN ONE TEMPORARY CONSTRUCTION ENTRANCE ROAD FROM HANCOCK DRIVE PER ST. LUCIE. COUNTY AND NPDES REQUIREMENTS MEETING FDOT INDEX NO, 106, UNTIL A PERMANENT ENTRANCE IS ESTABLISHED PER CONSTRUCTION PLANS. THE CONTRACTOR MUST CONTINUE TO PREVENT OFFSITE SEDIMENTATION FROM THE USE OF THE PERMANENT ENTRANCE ROAD PER ST. LUCIE COUNTY AND NPDES REQUIREMENTS. 3) ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ST. LUCIE COUNTY ENGINEERING, CITY OF PORT ST. LUCIE UTILITY AND DEPARTMENT OF HEALTH TECHNICAL SPECIFICATIONS AND CONSTRUCTION STANDARDS AND WITH ALL APPLICABLE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION RULES AND REGULATIONS. 4) MINIMUM FINISHED FLOOR 13.5 FT ELEVATION. 5) VERTICAL DATUM POINTS REFERS TO NGVD 1929. 6) ALL SIDEWALKS TO MEET ADA CONSTRUCTION GUIDELINES. 7) CONTRACTOR TO PROVIDE MAINTENANCE OF TRAFFIC AND EROSION PLAN IF NECESSARY PRIOR TO CONSTRUCTION. LC) 8) CONTRACTOR TO INSTALL AND MAINTAIN SILT FENCE ALONG ENTIRE PROPERTY N N BOUNDARY PER DETAIL UNTIL THE PERIMETER HAS BEEN CONSTRUCTED AL-CDRUFIVG TO PLANS. ATION CAN BE RELOCATED AS CC NECESSARY TO PERFORM WORK AS LONG AS THE RELOCATION CONTINUES TO PREVENT OFFSITE EROSION. HANCOCK DRIVE (ST. LUCIE COUNTY - 60' R/W) - O� O O 00 O 0 O Z 6' CO RETE ER . LUCIE Q EMENTS OP k SIGN AND P BAR (TYP) 3 LO . A DISC #3333 EL.=12.98 FT-NGVD SIGN-400 SF NOT TO EXCEED 30 FT HEIGHT. LANDSCAPE-, PER ST. LUCIE COUNTY CO E 9.02.01(6)(D) FEN 10 es. �5 00*00LANS '00 p 0.0 S. 90*00100" W. 1 • l CONSTRUCT TOP OF SBERM AT 14.0 FT PER 1--CROSS-SFLITON- �o S. 90°00'00" W. 2. 00' z � S. 00000'00"7 4 flMM N . A.O ! {ACC _ o h� a o 014 1 O. LOADI _ NE X0 PROMISE 10 1 UTILITY EASEMENT b PROPOSED CONDUIT �..:ox PER NOTE OZL �2 o yp N CONSTRUCTED INSTALLED DRAINAGE B SIN . --e&i5 FDOT TOP OF STRUCTURE= 1 .77 :d TY E "C' WEST INVERT= 9.08 'A USF 4155 FRAM N 1092 15.09 b E 8749 $.57 : 'a 15 AND USF 6209 GRATE eNPI� (YP) S MP 1 FDOT TYPE I'D" �`� 0 Z CURB (TYP) IRS `-��1� xLL- 12 2 a a� _0 53 0 ME R P SED 10' o TY EASEMENT e ±454 LF 2" SDR-26 0 FORCEMAIN TO F P N PROPER- LINE O 1 _ A." � N 0 a WITH 30 MIN. COVERO INSTALLED DRAINAGE B SI1� 2 TOP OF STRUCTURE = 1177 • �o EAST IIINN�VERT= 8.72 WEST9IN 80 8.71 CONSTRUCT FDO < 8 ! Ln TYP F CURB �`�' OMM LOT 21 � f dq> 0 J 0� ' ,• •. 5° CON TRUCTED 183 �0 {a 8° '� A zi ` WITH �> �owns� lsmlLm `11% 011 �ii�r�- >. s.; �a•1>•- � �,► ,.ate ■i►��.-��+�..�. _. • Ate• . ! \V'i'i -1�� I IfI 1'1 N�����' )•►\��i ���I �tr .' / [ �Z ��r�.T l' T�.,1�iiE r• � 1���•/��A/r■►�/1f �ma22A 2Si �■■����.-��•t��lr I�����r � 'J���r•�l��f 'f It*7t7<I �I����� •., '• • • j /t,ff�JFr•f�!-.Iff■ff■�J�If�If� 1 f..ft t f ! flmf_f_■._ ���� .,•���1 ���� ��! l 1 Ron u • Ili _ A r • �►' I t ' DCURB (TYP) Z O Q cn r 1 0� w w .• i ICTED ttOfi TYPE C LE UP INLET EL.=14-- FT 10.90 INAGE BASIN :TURBE= 6.56 IV 092996p .52 E 874669.11 LOT 13 VACANT CONSTRUCT 3' SIDEWALK e a as A 3:1 IIIIIII PROPOSED ONE STORY RETAIL BUILDING 24,951 S.F. (TOTAL) F. F. E. = 13.50 3:1 Illllil TOP OF BANK EXISTING DRAINAGE SWALE MATCH EXIS 0 EXISTING DRAINAGE AND UTI►.._ITY EASEMENT o e br : l v0v0-O O O O -O-O_O 0° . 00 00 02 W. 410.14 �0 INSTALL 700 SF OF O V O CLEAN ROCK/GRAVEL O RECYLCLED CONCRETE AGGREGATE OR EQUIVALENT CONSTRUCT WATER FROM EL. 5.5 TO 7.0 CONTROL STRUCTURE-2-,,,., NSEE DETAIL) 1092636.24 4:1 4:1 E 874634.52 LOT 12 F.F. EL. = 11.88 / GUARD RAIL e ;ON$TRU T SWAL SEA DER EAST '0 VIEST :1 MIN. ;IDE SLOF ES 'FF R TO CROSS SECTIONS z W Lit Cn W 00 } N J O 1= z Q z z Q Q W U U � O Q 00 Z N Q D Of Lo D� C D Uj z � • U z U) ,W PROPOSED 8-FOOT NSLRWCD EASEMENT O I_� z U L1J F- O O N X N O Q o° TURBIDITY' BARRIER OR OTHER METHOD AS NEEDEE TO PREVENT EROSION 0° 0 O AO• 1777S_2� X - LF - 18" CAP O INV. EL. = -6-&' 5.98 ry OR 0.5' ABOVE EL CANAL BOTTOM a_ AND RIP RAP Q (SEE DETAIL) EXIST. CONC BOX CULVEF I.E. 5.40 LOT 11 F.F. EL. - 12.38 GRADING, PAVING AND DRAINAGE PLAN 1A General Notes DEWATERING ALL CONSTRUCTION DEWATERINO (WELL POINTS, SUMPS ETC..J SHALL REMAIN UNDER THE S.F.W..D. NO -NOTICE CRTTERIA. INCLUDING LESS THAN 5 MOD, 'LE THAN 100 MG TOTAL, LESS THAN 90 DAYS. AND NO RESOURCE OR OFFSRE IMPACTS. THIS PERMIT SHALL BE OBTAINED BY THE CONTRACTOR AT THE CONTRACTORS EXPENSE CALL 48 HOURS BEFORE YOU DIG IN FLORIDA 1-800-432-4'7'70 IT'S THE LAW! SUNSHINE STATE ONE CALL OF FLORIDA, INC. CERTIFICATION ENGINEER: TREASURE COAST ENGINEERING AND DEVELOPMENT, INC. BPE 26590 421 RUTH LANE, A ORLANDO, FL 32801 ADAM HELTEMES, PE 59353 10 Mod. septic tanks location 7/30/08 9 Add drainage structure nos. and all USF 4155, 6209 Mod. septic tanks and forcemain 5/30/08 8 Mod. Building alcove footprint 4 9 08 / / 7 NSLRWCD Mods HSA as cent. g/21 /07 6 Mod. 20/21 existing topo 7/25/07 5 Add dumpster apron, Mod. final ET inv el to 7.5 6/28/07 4 Red. grades 0.5' to corr. to LS. Rem. US1 SW per SFWMD 4/3/07 3 Mod. ET, add LS WCS 2/5/07 2 Add perimeter elevations 1 /28/06 1 Add SF and General Notes 9/19/06 No. Revision/Issue Date Adam Heltemes FE)PE No• 59555 Firm Name and Address 100 E. Fine `J"' t. 5uite H5A Orlan 605 ando, rL 52801 phone :407- 649 -5 `f-7 5 Colden ]=ax:4o7-649-6582 FMFE No- 991 5 Project Name and Address CARLTON SQUARE Lots 20 & 21 Wynne Building Corporation S. US HWY 1 STORMWATER POLLUTION PREVENTION PLAN 07465001HCGPDU-B(GPDP).dWg SURVEYOR'S NOTES: INSTALLED IHq+AIrin 8x8x6" TEE AND 1. ELEVATIONS SHOWN HEREON ARE BASED ON THE NGVD 1929 VERTICAL DATUM 100 t1 OLF OF 6" FIRE SERVICE AND ARE REFERENCED TO THE SITE BENCHMARK AT THE CENTER OF CUL-DE-SAC ELEVATION = BEING THE A NAIL & DISK 12.98 U.S. HIGHWAY NO. 1 (S. R . NO. 5) TOP OF PIPE= 7.56 TOP OF 8" TEE= 8.06 General Notes TCP OF GROUND= 13.56 FIF TOP OF GROUND= 14.00 N 1092751.05 2. THE STATE PLANE COORDINATES SHOWN HEREON ARE BASED ON THE NAD 1983 (200' R/W) N 1092752.83 E 874935.56 TOP OF 6" FL BEND= 10.10 COORDINATE SYSTEM, ALL COORDINATES SHOWN HEREON ARE RELATIVE THERETO. E 874950.29 LINE WITH LOCATOR WIRE, 6 TOP OF GROUND= 13.39 : B�Sl_I__IFNT I-,FATF GATF VALVE AND -7 w inagA7i ia-i ALEXANDER J. PIAZZA PSM, INC. Surveying • Mapping • Consulting 619 SW Biltmore Street ® Port St. Lucie, Florida 34983 Phone: (772) 340-7770 Fax: (772) 340-2250 LB#7280 CAD K:\WYNNE\LEXINGTON\DWG\06-216AB3.DWG REF FLD AJP/CJM FB. PG. JOB DATE 06-216 7-10-09 OFF CJM CKD AJP SHEET 3 OF 4 DWG D-345 ' v�9 TO EXISTING To PIPE= 7.87 E 874929.87 S. 90'00 00 W. S. 90°00 00 W. TOP OF GR - 13.56 GUARD RAIL 8" GATE VALVE AND N 10927 P OF 6" FL BEND_= 10.10 ' 1.00, SAMPLING POINT #1 (SP-1) I5 VE ��J1;1 7 DUA1D= 13.35_ 2.00 EXISTING 12" WATERMAIN __ -T ---WM---WM---WM---WM---wNt>--WM---WM---WM---WM---WM---WM---WM---WM---WM---WM---WM---WM---WM---WM---W---WM---WM---WM---WM---WM---WM---WM---WM- WM-FD{N S1 v1 Pi= W tvi--WM---WM--�M 1 79. - -WM� �\5 \� �\5EQMENT E874937.47 1�5 S. 00°00'00"CIA - _-- S. 00°00'00" 0 0.0 S. 00°00' W. 2 00' OHE---� 9N'E� ---OHE---OHF---nHF---nHE- -- DI SC #3333 6F S _ _ SF SF SF - r�EL.=12.98 FT-NGVD '•O' I FORCEMAIN L, PLUG e'er WITH LOCH I C R WI -RE - AND _ - ryh• f!I ' ,0 TO 0 GROUND= 14.00 , �' i �i �,� N 1092770.73 0 0 H A N C O C K DRIVE 5 1`' E 874950.01 0 -1 C .------------- ----- o : ^� i �iQ)� PROPOSED 10 '� TOP FM- -BEND-- 9-80. I z (ST. LUCIE COUNTY - 60' R/W) \ o ALti �, FR J . PIAZZA PSM, o O l 5 O i �/ � UTILITY EASEMENT E 8749 001 IA SIN, z I----- -------- -- SF SF�__ SF I EXIST. ( BOX CU I • .9 1. E. 5.4k' wM NOT OZ INSTAD Y)'J o p0 S . ( 6.2 p i ILEXANDFA u . PI A o I O I o �� PROPOSED CONDUIT o 11 S-,9'Z,Z 50 INSTALLED .� 6.2Z I \ 01 0� PER NOTE o + 8' +>A� FDC/SIAMESE ., F PROFESSIONAL CERT i F IJCATEONo . 63 OMAPPER O I 7 o HP v .- p z I i CONNECTION PER BUILDING I i cl-) I TOP OF \ z I I 3g SPRINKLER AND FD T POF ROUND= 12.48 i f- i �0• SPECIFICATIONS I INSTA D N 1092776.55 N 1092671.34 FIRE HYDRANT 1 •e O E 874887.28 E 874914.03 ..:I TOP O FLANGE= 13.61 LEGEND " ..d TOP F 3" BEND= 9.98 i N0109 63 26ND- 13.40 R� Np 12 20 .. ------------------------------ N 1Q92776:53 y cs o I E 87 5.73 Alit NUMBER OF PARKING SPACES IN A ROW `� .: 1 �' E 874850.24 `3 5 i ( ASSEMBLY COMPLETE I ` ,0 0l 0 W 8"X8X6" TEE AND 6" S1I WOOD POWER POLE \` Q)- TOP OF 3" FM BEND= 9. ; �' `I' Q Apll" ��1`5 S ALLED x 12 2 TOP OF 8" TEE= 9.60TOP OF GROUND= 12 0 �1 0 _ i ,0' i TOP OF GROUND= 12.15 CONCRETE POWER POLE �� N 10'29 7 O. AID TA I I 13 E 8 4 9 �� 21 E 1092749.89 748855 4 O9 OVERHEAD POWER LINES \\ N 1 395 WL EMS MARKER �3 RESILIENT "GATE SEAT GATE e I z I E 33 ; t39�- LF 3" SDR-26 TOP OF 3 FM PIPE= 9.82 R ED 10 i e . •. TOP OF 8 PIPE= 9.20 .I w ` TOP OF ROUND= 13.10 ,p' EA.S I (� PROPOSED 400W SODIUM LIGHTS -SINGLE `� : • .gyp x RC \ .• / FO EMAIN TO N 1092770.14 . ' N 1092751.10 TOP OF GROUND= 12.15 I I Li i PROPERTY LINE 454 E 874823.47 0 E 8748 5.56 `i I (Cn PROPOSED 40OW SODIUM LIGHTS-D180 `, .' sF rgfl �.' r s� f 5�4- LF 2 SDR-26 TOP F 3" FM BEND= 7. ,,� ,�0 ? d • .' VALVE 5' CLEARANCE ' I W •::. 4• F, FORCEMAIN TO TOP F GROUND= 12.63 0 �_ FROM T AVEL LANES PROPOSED DECORATIVE FLUORESCENT LIGHTS i i SF ��� ��0 PROPERTY LINE N 1 2816.25 1 0 U ,�� ) 00 ' ' P 1 �� `I 1• PER DETAIL WITH 30 MIN. COVER E 8 28.28 �`l, (� i INSTALLED 0 4' LANDSCAPE PLANTER " � TOP OF 3 FMB = 7.38 TOP OF GGRRppN 2.63 N 11092818.5 0•0 •0' \ �o -- - .. TOP OF 2" FM BEND= 9.30 --� 8r--_-..74.�82.6_87 BRICK PAVERS 5 ---- TOP OF 3" FM BEND= 8.87 I � ,0'9Z � c � TOP OF GROUND= 12.38 D/S TOP OF GROUND= 11.80 I I 12• N 1092941.38 TOP F 2" FM BE D= 7.07 N E 8 4 91: 8 4 ' ' Ss E 874829.92 T P OF GV U g L O T N 1092941.51 N x EXISTING ELEVATIONS N j4jg3034 B977 I i �j 1 E 1 V74792.4860 'o I , �� �2 ,�� � 1h ,? E-8 7.- a22.54 UNI PROPOSED TOP OF CURB ELEVATION I 5 1� `l,1 TOP OF 4" TEE= 8.57 TOP .;r 2" FM B ND= 7.08 PROPOSED PAVEMENT ELEVATION - i 6�5 sz 6�� TOP OF GRO ND= 12.40 LOT 21 0.01 T P OF G U = TOP OF 2" FM BEND= 8.65 I ��'�� ,� • _ o N 1092915.59 NEI'NaW . TOP OF GROUND= 11.80 '` o STALLED E 874758.38 NOTES: N 1093031.02 g o sd, +- 23 LF OF 4" 91 N 092792.00 07 1) NO TREES OR OTHER INVASIVE ROOT PLANTINGS SHALL BE E 7 7 9 I TL' O WATERMAIN WIT LOCATOR INSTALLED E 8748- CO �4 �j �` 5• » P /S - CONFLICT (REF LOCATED WITHIN 10' OF A CITY UTILITY MAIN. ALL OTHER '�1�j��� I G� } �� WIRE, 4X4 4 MJ TEE, 6 TO UTILITIES SHALL BE A MINIMUM OF 5' HORIZONTAL SEPARATION YYYY o I n5 0 4" RESILIENT SEAT CATE VALVE 4" R TO SPECIFICATIONS FROM CITY UTILITY MAINS FOR PARALLEL INSTALLATIONS AND r)1 nO �S " n �• �I�I���J �G AS P OF 2" FM BEND= 7. 9 A MINIMUM 18" BELOW CITY UTILITY MAINS. (ALL MEASUREMENTS I 1T1' TOP OF GROUND= 11.98 FROM OUTSIDE TO OUTSIDE). I , Em N 1092763.22 E 874761.54 TOP OF 3" BI TOP OF G NOI� ---------------NEB E 4" IRRIGATION WELL, PUMP AND WASHDOWN HOSE BIB 0 O O ��; INSTALLED I et -I- 3" RESILIENT f SEAT GATE VALVE (TYP) i TOP OF 3" PIPE= 7.47 TOP OF GROUND= 12.00 N 1093032.33 E 874669.8511 N E1874671:91 DEWATERING ALL CONSTRUCTION DEWATMNG (WELL POINTS, SUMPS ETC...) SWILL REMAIN UNDER THE S.F.W.M.D. NO -NOTICE CRRERIk INCLUDING LESS THAN 5 MGD. LESS THAN 100 MG TOTAL, LESS THAN 90 DAYS, AND NO RESOURCE OR OFFSITE IMPACTS. THIS PERMIT SHALL BE OBTAINED BY THE CONTRACTOR AT THE CONTRACTORS EXPENSE CALL 48 HOURS BEFORE YOU DIG IN FLORIDA 1-800--432-47'70 IT'S THE LAW! SUNSHINE STATE ONE CALL OF FLORIDA, INC. CERTIFICATION ENGINEER: TREASURE COAST ENGINEERING AND DEVELOPMENT, INC. BPE 26590 421 RUTH LANE, A ORLANDO, FL 32801 ADAM HELTEMES, PE 59353 D i :• ! ` Ari- 2" HDPE WATER SERVICE W/ 9 5/8 : ; J i I O Q L METER BANKS AND RPZs I I z iw U 9 Mod. septic tanks location 7/30/08 J 0 -J . PER DETAIL :.' O 'A , INSTALLED 36 I I i h Q WM -1 H S+A�-L- 3G• LF OF 4" i I '��' z I 8 Mod. septic tanks p ' 6 18 08 / / .• ¢ Lo WATERMAIN WITH LOCATO ' ; iQ Q �~ U z VALVE PIT '. 'd WIRE, 8X8X4" MJ TEE, ; U 7 Mod. septic tanks and forcemain 5 30/08 / TOP OF 8" TEE= 9.76 I w TOP OF GROUND= 12.15 i I U` iQ 6 Mod. building alcove footprint 4/9/08 N 1092749.76 f 00 i • ' E 874822.74 AND 4" RESILIENT SEAT I z (Q N 5 HSA as cent. 8/22/07 0 ,00l ' ' �.' GATE VALVE ; TOP OF 8 PIPE= 9.76 I � 0 L(� I 4 Mod. 20/21 7/25/07 i •'. ' .• I TOP OF GROUND= 12.15 � existing topo N 1092746.62 I i0 I 3 Add (2) 2" FM for 6/28/07 ' E 874822.63 I z_ possible future septic use 4 : 1-3000 GALLON DOSING/PUM .•:'��fANK iF- i z 2 Add EMS Marker-PSLU 2/6/07 d.': •. (REFER TO DETAIL) :'I I Rotate septic an, rel. FM • 1-1500 GALLON SEPTIC TANS" i i 1 Mod. firemain, crossings 1o/2s/os •< (REFER TO DETAIL) W per PSL Utility •d": 3-&9-� LF OF 3" FORCEMAIN - i I No. Revision/Issue Date �� >\ WITH LOCATOR WIRE °I ul WATERMAIN ND LOCA OR ''~ :'• m TOP OF 8" PIPE= 9.49 • s INSTALL - - i .. TOP Fa ROUND= 12.20 .85 I;->6 -rt,�� 20LF OF tO I f Clii I E" 874802.36 W ��1h 4" PVC WAT 1��1h '-� . BTOP OF 8� PIPE= 7.08 END AND LOCAT �' '� • I I Q � � '�� TOP OF GROUND= 12.18 4 ; • d . ,LL :�. ' ,�'�� E 874759 704 ; i I Q d . • •; . d v PROPOSED 4'X4' •; i i j! U -60 • ( , %,`' .,'• :;••:'. :., d•• .: .. ...71 ' ..:....' ,;d ... .. . y, • .. oo .. ,d TRANSFORMERLLJ :. 'J .. .... ' a, . ' : i 1 ' INSTALLED 23 INSTALLED„ 1-3300 GALLON SEPTIC TANK t., 234 IAI AL I I INSTALLED ,_ � LF OF 4 +:4 8 TO (REFER TO DETAIL) -I 0 Q +A4-+- 2" HDPE WATER WATERMAIN WITH LOCATOR 6" REDUCER ,0'9 SERVICE W/ 7 5/8" WIRE, 6X6X4" MJ TEE N 1092762.62 BUILDING PLUMBING STUBOUT I i i X INSTALLED „ METER BANKS AND RPZs TOP OF 4" TEE= 9.46 E 874758.15 INV. EL. _-�-- 9.18 ,I O I"I�;- 2 BLOW -OFF PER DETAIL TOP OF GROUND= 12.29 INSTALLED„ 10' FROM BUILDING SERVICE VALVE PER DETAIL 2 HDPE WATER 1092776.63 f IAIC`T A 1 I i SERVICE W/ 8 5/8 „-• INSTALLED Q AND SAMPLING E 874758.44 METER BANKS AND RPZs ' 0 „ FORCEMAIN PLUG I POINT NO. 2 SP-2 AND 4 RESILIENT SEAT I 00 ( ) INSTALLED WITH EMS MARKER I TOP OF 4" PIPE= 9.44 GATE VALVE (1) 8» " ! ; I TOP OF 3" BEND= 7.43 TOP OF GROUND = 12.40 TOP OF 4" PIPE= 9.30 " X 90' BEND TOP OF GR UO FM 13.2548 TOP OF GROUND= 11.30 1 N 1092919.75 TOP OF GROUND= 12.34 59 TOP OF 8 PIPE= 9.39 N 1092731.97 , I i N 1093032.29 I Tl � `L E 874757.86 N 1092776.59 TOP OF GROUND= 12.35 E 874748.29 .I i E 874662.78 I '� ,�� ,L'6Z 6Z 1 E 874755.21 D= 7.41 N 1093033.96 I `l ��'�' N 1092749.45 N 1092732.36 i 1= 10. E 874663.60 '�`� 306' �` 9h 747 0 7 i •�Z E8 586 E8744 - r. •• a ae -p------------------•-----•----,-•---------------------------------------------- ---------- ------------------------- I e ------------------ .88_ F SF 8" 45' BEND SF -_ SF i V,-TVVV.I �S S S- AS AS 10 0 10 20 SCALE: 1" = 20 I I I I I I SF SF SF SF SF- Sr S 0 TOP OF �8p JfpPE= 9.341 ,0' Z 0 _ - � --_ --- w -- - \5 --0 --------;----- - 0 _-TOP OF GFN�1109.3�5 _ i TOP OF GROUND= 11.30 0 JS N 1093028.28 �r E 874660.83 TOP OF BANK 8" X 45, BEND N 1093030.29 EXISTING DRAINAGE SWALE / TOP OF 8" PIPE= 7.06 E 874661.81 TOP OF GROUND= 12.25 E874763.75N 1092749.60 TOT? OF 2* BEND= 7.4740> EXISTING DRAINAGE AND UTILITY EASEMENT _ 00°00'02" W. 410.14' rur- ur taw-+uw= 1i.vu DO �0 E' ': 10747907.24 6" FORCEMAIN PLUG TOP OF 6" PiPE= 10.23 TOP OF GROUND= 12.70 N 1092727.52 E 874761.17 0 0 I 0 0-0�- I i �OhO ( x� O P. Sign and Seal Adam Heltemes rF)FE. No- 59555 Firm Name and Address I 100 E. Fine jt. Suite 605 Orlando, FL 3280i rho ne:407-649-547 5 rax: 407-69-9-6582 rt5PE_ No- 9915 Project Name and Address CARLTON SQUARE UTILITY PLAN Lots 20 & 21 Wynne Building Corporation S. US HWY 1 Project No. Sheet 07-465.001 Date OCTOBER 3, 2006 P-2 Scale As Noted SURVEYOR'S NOTES: 1. ELEVATIONS SHOWN HEREON ARE BASED ON THE NGVD 1929 VERTICAL DATUM AND ARE REFERENCED TO THE SITE BENCHMARK BEING THE A NAIL & DISK AT THE CENTER OF CUL-DE-SAC ELEVATION = 12.98 2. THE STATE PLANE COORDINATES SHOWN HEREON ARE BASED ON THE NAD 1983 COORDINATE SYSTEM, ALL COORDINATES SHOWN HEREON ARE RELATIVE THERETO. ALEXANDER J. PIAZZA PSM, INC. Surveying • Mapping • Consulting 619 SW Biltmore Street ® Port St. Lucie, Florida 34983 Phone: (772) 340-7770 Fax: (772) 340-2250 LB#7280 CAD K:\WYNNE\LEXINGTON\DWG\06-216AB4.DWG REF FLD AJP/CJM FB. PG. JOB 06-216 OFF CJM DATE 7-10-09 - CKD AJP SHEET 4 OF 4 DWG D-345 r Z a 0_ _ 00� OZ25 a] -LNa w 0 2 ALE.:ANDER j. P:AZZA PSM, C. ALEXAND=RF J. P16ZZA �/f/ PROFESSIOtL;L SURVEYOR AND MA FLORIDA CEPIIFICATE No. 6330 15 0 15 30 SCALE: 1" = 30' 2 - 2" POTABLE WELLS NOTES: 1) CONTRACTOR TO INSTALL AND MAINTAIN SILT FENCE AS INDICATED ON THE PLAN AND PER DETAIL UNTIL THE WORK HAS BEEN COMPLETED ACCORDING TO THE INTENT OF THE PLANS, SILT FENCE LOCATION CAN BE RELOCATED AS NECESSARY TO PERFORM WORK AS LONG AS THE RELOCATION CONTINUES TO PREVENT OFFSITE EROSION AS INTENDED. LEGEND WOOD POWER POLE CONCRETE POWER POLE OVERHEAD POWER LINES x� EXISTING ELEVATIONS •O ® PROPOSED INFILTRATORS UNUSED 2" WELL DIRECTiONAlIII, BORE TiE IN TOP OF 3 PIPE= 5.66 TOP OF GROUND=10.16 N 1093529.46 E 874657.59 N 1093531.55 E 874659.55-� 30" MINIMUM COVER - ••38"- LOT &gg IN ST. LUCIE COUNTY ROW i TOP -OF -BANK P FFEm11.74 6s°l �O• JdJt I 9l JJ+ S9°J + + JJ+ } I + J RF ° fi OJ 19<6 + + I .+ Jam• I °• 0g, b es I 0 X N aa. Li o O P 0 O �6' 0a AJOJ J66• + °E'• 6+ rn Z �I + i I , I J a M Z`�17 ya M 0-ub a. °6• O+ Jos c6, s+ � es + e es + SF 18.0' a A a `e6• MAINTENANCE OF TRAFFIC PLAN - - - -- - -- - ---------------------------------------------------- 00. �T..� Offset zone: /---------------- I --------------____-- s - / ---- �----a}•Behind-an•-exiafiinq-barrier------• 'lam I I b) More than 2' behind the curb. J AS I I Ica ° J c) 15' or more from the ed a of travel ' � l ! °J+ I I `-`� GENERAL NOTES I I i I j 1. If the work operation (ex+ding establ ding and t natirt�th8 Work I area) re uires that two or mere work vetlee cross a offset zone SYMBOLS in any one hour, traffic control will be in11A �onformancd with index No. 602, CONDITIONS ® Work Area 2. No special signin is requir d, 3. When a side road intersects the highwy I I within the, work area, additional WHERE ANY VEHICLE, EQUIPMENT, WORKERS I TTC devise shall be inl accordanceith other applicable TCZ indexes. AND THEIR ACTIVITIES ARE BEHIND AN EXISTING I Lane Identification + placed 4. When construction octivitiels encroach a sidewalk refer to Index No. 660. BARRIER, MORE THAN BEHIND THE CURB, OR D rection of Traffic 5. For general TCZ requiremehto and add onl informbtion refer to index No. 600. 15' OR MORE FROM E EDGE OF TRAVEL WAY. I 1 I °tea �F I J+ °r ADDITIONAL NOTES I o I 60 I + JOj. 00. 1 GA. A� I 1. All work°Jsholl aiso conform to FDOT*' x No. �00 Las necessary. I �A. I of cr , t9�0 + °J+ JI I I I I LOT 16 <A. of ' NOT INSTALLED I I-INSrTAH: -'" R. + I 1 \IC 1.1 �AAI 1111T, I 9A. °J+ DIRECTIONAL BORE TiE IN TOP OF 3" PIPE= 6.43 AJb J+ TOT' OF GROUND- 8.93 �sJOJ N 1093463.06 E 874662.52 N 1093463.08 E 874660.52 I I S`•------------ - / 2. Contractor shall provide a ditional Mai Hance of #raffic Plans as necessary. I � TWO-LANE WO -WA ' WORK I TSIDE SHOULDER I � I TWO-LANE TWO -WA i WORK OUTSIDE SHOULDER PER 2006 FDOT DE STANDAIDS INDEX 601 I I � I I I 6A• 011+ ASo I J+ I eOOJ I JA, I J+ I + I I I I I LOT 17 I I I I I I I I I LOT 18 I I I I I + I I I I I AJ I I I I I I I I I I I I I Aa,• I I I I i I I I I i TOP OF 3" PIPE= 6.89 TOP OF GROUND=8.53 TOP OF 3" PIPE= 6.66 I N 1093263.13 E 874660.76 TOP OF GROUND=9.88 N 1093363.09N 1093263.17 E 874661.64 I874658.85 N 1093363.12_8_74659.64 X42 ---------------- ------------ 6-------� -------------- s++ DR-26 FORCEMAIN / 9^ TOP -OF -BANK J� ' N+ ' 5 6k1 INSTAL D PLUG 5 -11:1 -5 S '+ S " 5 5 5 S S 4 1 TOP OF 2 PIPE= 6.56 TOP OF 2" PIPE= 6.84 _. N ° �� TOP OF 2" PIPF= 6.28 TOP OF GROUND=9.06 TOP OF GROUND=8.02 - 26 LF 2" sDR-2s FORC ?o TOP OF GROUND= 8.90 N 1093363.15 N 1093263.21 AT 30" MIN. COVER x Z �_J N 1093463.11 E 874658.28 E 874656.78 �Z ° I nZN A E 874557.01 N 1Q93363.19 N 1093263.24 ® DRAINAGE/SEWER - 18" - Oo c� es N 1093463.0 E 874655.89 E 874654.78 � + E 874659.01 S00'00'00"E 158.68' �bx DITCH 170.00' DIRECTiONl L BORE TiE IN Or 6 TOP OF 3 PIPE= 6.71A 6 + `�+ A ® TOP OF GROUND= 9.22 I XQN mac+ PPROIMATE $ N 1093526.40I leab0c 68 + CAT- IL L'bCATION gp DRATNAG Np x Z - t ^° UTY EASEMENT g E 874589.95 I s -69 L.F. OF DIRECTIONAL BORE TOP OF 3" PIPE= 6.40 N 1093528.4 I �o III II PER ST. LUCIE COUNTY REQUIREMENTS TOP OF GROUND= 87 I i 6 n REFER TO CROSS-SECTION ^ TOP OF 3" BEND- 7.5213 WTOM67.81 1 use 9. E 874579.61 I + UNUSED 2" IRRIGATION riELL o TOP OF GROUND = 10.50 N 1093567.81 -�1 I 9J• J e ^° o° N 1093 I J S ?• °' JJ A� Ao TOP OF 3" PIPE= 7.12 TOP OF GROUND=9.63 N 1093163.13 E 874659.89 N 1093163.23 E 874657.75 TOP OF 2" PIPE= 7.13 TOP OF GROUND=8.74 N 1093163.30 E 874655.66 N 1093163.38 E 874653.75 TOP -OF -BANK E--8745-78. f A FJ• O• l 6 OJ l �- ------------I + r ---------------------------------------------- r--------------------------------------------------------------------- - •4------------ ------------J--- S6 d• pJ' 0l 6 6• -------- N 1093599.13 70 i + + e+ tom ------------------ I , E 874578.59 F. 3" FOR N I I I 1 Y i X X^ry TOP OF 3" BEND= 7.86 TOP OF 3" BEND= 6.59 i I ^^ TOP OF GROUND= 10.64 \OP OF GROUND= 9.23 I LOT 15 m i 00 N 1093605.50 1 N 1093529.16 I I I I LOT 14 E 874579.831 o I I I E 874571.94 R~ N 1093527.21 9 ,n N 1093604.66 �, 8b E 874579.00 I -8 6 I I I I 1 E 874571.65 0 IIL�- I I 1 _ Z< CATCH BASIN I ESTIM TED EDP I I 3 60R AIN OF DRAINFIELD Na 11 TOP OF I I I 5R GRATE-10.20 1 WITH 30" MIN. COVER I 1 5 a I I CONC LOT a o I,oOn 100. LOT 3 LIGHT POLE PLUG TOP OF 3" PIPE= 7.36 $ O I I I I x^ry I ^^' TOP OF GROUND= 11.35 F I I I I / N 1093605.06 °I Z J / J J E 874513.24 I 9•r vi'ct� I I I 1450.26 SF U• 0 STFtUCTED• AREA /// N 1093604.11 I Q 0 / /' E 874513.20 i 3 3e I I I I I I o AOI S• (0 = 8� I I I x^ 9 6 0_ I I I 96 j 3266.5 SF // // I m I o a) I I DRAINFIELD /' 863.42 SF ' ' /' I N N ( Z I I I / /UNOBSTRUCTED AREA / I Q I I I I M ' / X^°6 xso� I oa I I I o,- I11 w I I I I I ry I o I I / / / / Zw I ��� `� 'o, / 952.82 SF Wi ' UNOBSTRUCTED AREA/ I I I I DRAINFIELD NOTES: N 1. REMOVE AND REPLACE 3266.5 SF OF DRAIN FIELD TO 6 FOOT DEPTH Iij J' - __________OR_ AS REQUIRED BY ST. LUCIE COUNTY DEPARTMENT OF HEALTH WITH ------------------------------------------ IX J ---- ------------------------------ ^ti. -------------------------7o`X CLEAN SAND 726 YARDS . OR-AS DRAINFIELD TILE SHALL MEET FDEP AND ST. LUCIE COUNTY ^ryA N000000"E 84.76' X � W U j! 09 \ '- 60' R/W - 20' ASPHALT ROAD O�x I M I ununsdi HERITAGE DRIVE I 'ill .5FT �= 01x ^ry. F------ ----- ------ ---\ NOO-00-00204.57' A90� <-----------T-- NO 0' 0" E 94.0 x------------------- --------------------------------------------------- ^^ �A----------------------------------- ox t9.9Ft I PROPOSED 3" 00 ZE t9.0 FT I z_ rr t8.0 FT tn~ Z 00 J� x11P 0 SECTION A \ 0 0 PROPOSED (2) 3" FORCEMAINS 1. ELEVATIONS ARE APPROXIMATE ONLY. DIRECTIONAL BORE PER 2. FORCEMAIN INSTALLATION AND MATERIALS \� ® t6.0 FT ST. LUCIE COUNTY REQUIREMENTS MUST MEET FDEP REQUIREMENTS. OFFSITE DRAINFIELD AND CONNECTION PLAN OFFSITE STORMWATER POLLUTION PREVENTION PLAN General Notes DEWATERING ALL CONSTRUCTION DEWATERING (WELL POINTS, SUMPS ETC...) SHALL REMAIN UNDER THE S.F.W.M.D. NO -NOTICE CRITERIA. MCIUDING LESS THAN 5 MGD, LESS THAN 100 MG TOTAL, LESS THAN 90 DAYS, AND NO RESOURCE OR MSITE IMPACTS. THIS PERMIT SHALL BE OBTAINED BY THE CONTRACTOR AT THE CONTRACTORS E1(PENSE, CALL 48 HOURS BEFORE YOU DIG IN FLORIDA 1-800-432-417170 IT'S THE LAW! SUNSHINE STATE ONE CALL OF FLORIDA, INC. CERTIFICATION ENGINEER: TREASURE COAST ENGINEERING AND DEVELOPMENT, INC. BPE 26590 421 RUTH LANE, A ORLANDO, FL 32801 ADAM HELTEMES, PE 59353 5 8/22/07 HSA as cent. 4 Add (2) 2" FM for 6/28/07 possible future septic use 3 Add Silt Fence 2/14/07 2 Mod. directional bore, 12/9/06 add clearance 1 Add MOT per SLC ROW 9/5/06 No. Revision/Issue Date Sign and Seal Adam Heltemes 175F. No. 59555 Firm Name and Address 100 r. Pine 5t. juite 605 Orlando, FL, j2801 Pilo ne:+07-6+9-5`I-7 5 Fax:+07-6+9-6582 FE)FF- No- 9915 Project Name and Address CARLTON SQUARE SEPTIC/ROW PLAN Lots 20 & 2 Wynne Building Corporation S. US HWY 1 Project No. Sheet 06-02 Date OCTOBER 3, 2006 P-3 Scale As Noted 07465001 SEPTICPLANB.dwg • 8" BAND 8"X8' BOND BEAM W/ 2 f5 BARS CONT. 0 O m �STL BOLLARD (V 12.0 ■ 6" CONC. SLAB Q W/ 6X6 10/10 W.W.M. d a . 71 4 " O 16 GA MTL STEEL DOORS W/ TUBE STEEL FRAMING AND ALL NEC HINGES AND LATCHES W/ 2X2 TUBE STEEL FRAME 12'X18' CONC. FOOTING W/ 3 /5 BARS 8: CONC. BLOCK WALL -W/ STUCCO (BOTH SIDES) W/ FILLED CELLS & 1 j5 AT LOCATIONS SHOWN 6' DIA. X 42-H STL BOLLARD W/ 18' EMBEDED INTO CONCRETE 12"X18' FOOTER SIDE ELEVATION PLAN TYPICAL DUMPSTER/RECYCLING ENCLOSURE MATERIALS SURFACE COURSE: 6" Concrete Pavement, 4000PS1 Concrete with 10'x10' Construction Joints and "FIBERMESH" as specified by the manufactures recommendations or 6x6x10 wire reinforcement SUBGRADE: 12" Thick Stablized Subgrade (FBV 75) Density Shall be 98% of Maximum as Determined by AASHTO T-180 Method SURFACE COURSE AND SUBGRADE CONSTRUCTION SHALL BE ACCORDING TO FDOT INDEX NO. 515 AND SECTIONS 520 AND 522 OF THE FDOT STANDARD SPECIFICATIONS CONCRETE DUMPSTER PAD SECTION 1.5" Pov't 0 6" Base 8" Subgrade NOTES: VARIES Provide 1/2" expansion joints between surfaces Provide 1 /8" to 1 /4" contraction joints at 10' centers (max). GRADE it ' N, Compact Subgrade to 98% Type "D" of the Maximum Density as Curb Determined by AASHTO T-180 and FBV = 50. 1. Use 3,000 P.S.I. Concrete At 28 Days for sidewalk construction. 2. Subgrade to extend an additional 6" beyond Type "F" Curb. 3. Saw cut contraction joints on 10' centers max. within 48 hours after pouring curb. 4. All materials and construction shall be in accordance with FDOT Specifications Section 520 and FDOT Roadway & Traffic Design Standards index number 300. TYPE "D" CURB & SIDEWALK COMBINATION 1 /4f.R r 1 /2" MID) d/4 ' •d 14" OR 6" o ° e e 3/16" Saw Cut Joint Maybe Substituted 1 /4"R t- 1 /2" Pre -molded Expansion Joint Material EXPANSION JOINTS VARIES 3000psi Class I Concrete 2% Slope Max. 4„ 1 % Slope Min. e' L'TTTffi 1TV SCALE: N.T.S. 1. All materials and construction shall be in accordance with FDOT Specifications Sections 345 & 350. 2. All testing shall be in accordance with FDOT Specifications Section 345-8 for 28 day compressive strength 3000 psi concrete. 3. Provide expansion joints 20' center to center, at PC & PT of curves, junctions of existing & new sidewalks, and where sidewalk abuts curbs, driveways & similar structures. 4. Provide contraction joints 5' center to center. 5. Sod shall be placed below edge of sidewalk to allow drainage. CONCRETE SIDEWALK SECTIONS SCALE: N.T.S. NOTES 1. REFER TO SPECIFICATIONS AND GEOTECHNICAL REPORT FOR ADDITIONAL COMPACTION REQUIREMENTS, 2. REFER TO PLANS FOR GRADING INFORMATION, TYPE OF SLOPE TO CURB. NATURAL VARIES GROUND Elm 8" STABILIZED SUBGRADE (LBR = 40 MIN. AND 1 1 2" TYPE S-III A.C.S.C. FBV = 75 MIN.) COMPACTED TO 98% OF MAXIMU 6" COMPACTED SHELLROCK SURFACE COURSE DENSITY PER AASHTO T-180 (TYP) (98% OF MAXIMUM T-180; LBR =100 MIN.) TYPICAL ASPHALT PAVEMENT SECTION N.T.S. 5-FT STUB OF NON- -- WRAP FABRIC AROUND PERFORATED 18-IN RCP CULVERT AND SECURE ® BOTH ENDS EXFILTRATION TRENCH I COVER TdP, BOTTOM & SIDES ITH MIRAFI 140 OR IQUAL PER FDOT NDEX 985 INFLC (ALUMINUM) BAFFLE (1.51) ELEVATION VIEW (GRATE NOT SHOWN) (4) LAG BOLTS - GALVANIZED OR S STEEL (LEAD SHIE CONCRETE) (4) CLIP ANGLES - 3X3X3/16 (3" LONG MIN.)(ALUMINUM, STAIN STEEL, OR GALVANIZED STEEL) WELD TO BAFFLE W/ 1 /8" FILLET OR BOLT TO BAFFLE WITH (2) 1 /2" DIA GALVANIZED OR STAINLESS STEEL BOLTS (1) HALF ROUND PLATE - 10 GAUGE (ALUMINUM, STAINLESS STEEL, OR GALVANIZED STEEL) WELDED TO TOP OF BAFFLE W/ 1 /2" FILLET. �1) BAFFLE - 24" DIA CAP CUT IN HALF 5'-6" 4.0' 4'-6" STEEL GRATE PER FDOT INDEX #232 STEEL GRATE PER 3.0 GRADE TO FDOT INDEX #232 2.5 TOP OF BANK 1 /2 - 24" CAP 10.5 RIM ELEVATION (ALUMINUM) BAFFLE (1.51) " 4" WIDE CONCRETE 9.40 9.40 , a WEIR OVERFLOW WEIR EL. TOP OF WEIR ' _ _ _ _ r DISCHARGE 18" CAP DISCHARGE I INFLOW I I 2X2 18" CAP BLEEDER � INFLOW e ' . INV. ELEVATION = 7.0 7.0 _ _ J A=3" INV. EL. '°o°o°o°o°o°o°o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o � O O O O O O O O O O G OAl O O O O O O O O o O O O O D00a00000a00o0000000000000 0^O„O,�0nOn0rf°O�O-O_O_O,O,o .. i d 6.0 ,, ° .: d " UMP BOTTOM SECTION A - A SECTION B - B TYPICAL END OF EXFILTRATION TRENCH N.T.S. PARKING OR TRAVEL LANE ............................................ ASPHALT PAVEMENT, S SUB -GRADE. & SHELLR 24" MIN. OVERLAP SEE PLAN FOR TYPE AND DETAIL FOR BAFi=LE O11.80 (MIN) I w PE GRAVEL E ®� PE FDOT SPECIFICATIONS Q I > 10.151 V ° (MIN) I a c I 18" PERFORATED RCP 124" MIN. I a � a v NO. 4 613SE AGGREGATE e 4 CUT AND REMOVE PER FDPT SPECIFICATIONS 2 FT AND REPLACE I d a ° a I WITH CLEAN COARSE d a . 8.5 7.5 INV. EL. SANG I a a' d 7. I a a d WfS.W.T. e a: L CUT AND REMOVE 1 FT AND REPLACE WITH CLEAN COARSE SAND _--_--_8 FEET__ TYPICAL EXFILTRATION TRENCH DETAIL NOT TO SCALE PER FDOT SPECIFICATION INDEX. NO. 285 LOCATION: IN PARKING LOT i PROPOSED LEXINGTON SQUARE WATER CONTROL STRUCTURE-2 MODIFIED FDOT TYPE E INLET INDEX N.T.S. EXISTING STEEL GRATE EXISTING DISCHARGE 18" CMP 7.0 INV. EL. TOP OF BANK 8.40 EXISTING WEIR EL. PROPOSED BLEEDER 4.3"w X 3"h -----EXISTING BLEEDER 5"w X 4"h EXISTING LEXINGTON SQUARE WATER CONTROI, STRUCTURE-1 N.T.S. LOCATED BETWEEN LOTS 7 AND 8 WEST OF HERITAGE DRIVE. GPD DETAILS SHEET General Notes CERTIFICATION ENGINEER: TREASURE COAST ENGINEERING AND DEVELOPMENT, INC. BPE 26590 421 RUTH LANE, A ORLANDO, FL 32801 ADAM HELTEMES, PE 59353 5 Rel. asphalt section HSA as cert. 8/22/0 4 Add ET 7.5 Inv El. 6/28/0 3 Add WCS elevations 5/8/07 2 Mod. Ex. Trench 4/3/07 1 Mod. WCS, add 1 & 2 2/13/0 No. Revision/Issue Date Sign and Seal Adam Neltemes F5FL No. 59353 Firm Name and Address 1 o0 E_. pine St. Suite 605 C)rlando, FL 32801 pi io ne:407-649-547 5 rax:407-649-6582 mrE. No. 9915 Project Name and Address CARLTON SQUARE Lots 20 & 21 Wynne Building Corporation S. US HWY 1 Project No. Sheet 07-465.001 Date AUGUST 18, 2006 D-21 Scale As Noted L1-�J 07465001 GPDDETAILSB(D-2).dwg I t . �© t d l I I (b - I /v tl 1 j j LEI lit x 12" concrete column block on '1G" x IG" A? f:.; Q� 0 7 " /\\ 9.. concrete column block filled with concrete a m 1 ft 1 o I \ /v \ and tt bars vert an tt ties at " o.c., a .... - I - Q8 \ on 3L" x 3L" x 18' concrete footing with (5) .� • 165' O" , _ \ "1t5 ban each wagbottom steel r ^ 1 I i 00 ,' { o \ G*@ \ y \ 12" x 12" concrete column block on IL' x Ill i` N a' I (i r'ry� \ / - 12" x 12" concrete column,baoek on IL" x IL concrete column block filled with concrete j k q' - - - concrete column block frNed with concrete and (4> tt5 bars vert and tt3 ties et 12 o.c \ /\ .�' 1 - - - _ _ E and (4) tt5 bars vert and k3 ties at .12" o.c. O concrete footing with (5) - on3L x3L xl8 - - - _ _ .J to _ - tt5 bars each way bottom steel I" a-\ 11- 3L x 3G" x 18" concrete footin with (5) I e I 13 - °ry\ .o / 18' - 4 " I Iq' 8„ 1 I ' 19 A5 bars each way bottom steel g - - - i O' _ --------- 8 Iq'-8' y w _8, fs hicken sill a to e„x8 1 s I r - - - - - - - -J gg D to _ t a t T------- r----------- - ----I 4� 1 / \ 3cc^c. /' withtt concrete and x (a o R In Thicken t3 18" ki l ? I p v I - - - - - . - - - \ I o e e 5 baq continuous 3 Is with concre a and - - I 3 Q I T - - - 'r - - - - - - - I. ncr x8� Q - t Thicken ed a to 8`x8� I p - I - r - - - - - - - r - - I / ry one. tt5 bar tenuous with condete and X fD O II'' - Thicken ed a to e„ .; \ F N D r/ a / mt7 nw I t O i^ n 3 I one tt5 barl continuous gs \ ° _ E K 3 with continuous �- 1;1 o l i E x ( N to ' k D i uoua 3 j S 4 of / a$ i I I0 z m )( a X J i I de Sod ui� O --- -- z z F p Elan P^^ i e/ - - , -- I I I � a, as - 3. - -- - _ I e-• _' ,,gig ------- _ - - ' = I 24"w x 20d" don ` - nor_^ 1 ----- --- - ---- _ eO„f �, 'A D ^ — C. monolithic — — — — — — — ,. _ .J — — �. �.: 1 ____ ° o I .I � w 3oimx ro�ttux I \ / /°� r .�° e'� ti s�R� ,cn�^ ( footing w/ (3) 5 bars Cont. , I "-------------- - � _ - -- - 1 n �w� I / d`bc ° y ? -^a o ^^ I ' 24 w x 20d crinc. monohthi - - o r----------- - - i v -- --- - - .. R, P� d „ -- -- -- -- ---- -- — e _ . 9.. 1 tlw _ T i / S: ;5 bars, cent. J i / . d ^ a .. _ I I I cotin tea/ 13) I - • / I 2 w x 2Ud" cent. monolithic -� - - _-- - - _ _ a ^ I \ 9 �° ■- o �.�� a i Toting w/ (3) >F5' bra -`2 -- p, ----- I> I no n^ \ .d g =w^ ,o» I I I I Cont. I 4jw 20d cons^dn�tc ----------- - - - - -- O i g x m b / ° n Q 1 ,;• I I footin J, w/ (3) Ill b�'cont, I i -b,N or,�� I \; / r •se bas I I I I, I I I I t I I I I I ru,a ._n�� a� R";-n(b ' x t e i g`�^Pbn0n1'ron^ III N III a v°n3'y�-R' iI 1 ,�/ // 3. \/\/\ em �J �".•gOws4 m r o�/ / //II 3fl nOn WA _jII_, .�-va?i' j vb nqv$d-#Q_ .. ' ,cnoD - - - ._._._.- - - ------ -x f�uq ' -if--z81 n 1 Ind ------ - -_. D �W- '-'- - _ _' �a a B n 2 I�n3 0 b___r= Ido p (00 QtjI � I 3, n<� _ j o ce^< tiO 2 ngv l v' a n Q ,c p I I I 2 (p EP 4I4peQ _ti`_ obamyQb eo�o Q -�•r ea°m ���1111I I I o(badOf _OT-a Oft0Qol II 1 t( : I" x -400 o- o e a" � o 'csb�.. I jj n n jI I }ma* $� I1-I - 2- i+ Q • ��t. tto O A ._._._._._ ._ _ ____ _0 �D I 71 ___ ��� baC •' ._._-.-.... 7 inm------'--w.m -._._._.-'-'-ul 4 T H- ,r yUExT t3 C Op (b(PE_Q 1 --- ---f- I w i ac I I t I I I < ttn o l I s -o,: „� i _I I g i ,�' 8 -,Q" l o -I a I = ft, -3 jj Ij . • Efltor i IjI 31 nt lever 31v m L._._._.n Q f O - -'- --a-'- - -'- N _�_-.-.-._.-___ao5E ; T I I I l -._._._ IOI .-.- 4'.-.--- -- .-- '- Cr o -'-'-' I o a I 1 24"w x 20d" cone I Monolithic I I _ I � I I I O I I I ( ) J ooUng 'w/ (3) tt5'bar•s Cont.. -----I 1- J i--------_-i. - - - - - - - I L 24"w x 20d" }one. monolithic � I w n - ------ --- I-�-------�0��8 L 15�atsL------ -- -- - ------ 24"w x 20d" cp> monohthrc t L Z t 5 I ti_4prtL. I �'_' ° ^• i �/LpQLinG yl� Lc!)_ - 24"w x 20d" c C'jin»nohthic ------- ------------- - - - - -- Q W "^! - - ----- gLirlpyl/ ('1ltt5jbiitzLCBnL. ------- I 24"w x 201 cone. monolithic I — — — — — — — — - — — — — — ' ! F ALLl!ppDY I YT U Rt "V T — — — — — — t- W L J iL S � l� S_ Cora — — — — — — — — — — — I EGwftR.. 1 uV.LL iE�l Wtl ° ° e o _ -I �°RARoa I I g�RRI "N I q eel O f; r — — — — fy — 1 �L UR!!� I IRA• 9 V g{ML I o ruTYR! rYTwl I of w �J _ yam_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1R4"te 1llIF1R V W k 1 Thicken edge to 8"x8" fill calla with cone - - - - - - - - - - - - - - - - A'.� -"ie I ° 1 wu "w � e ML�pey� 1 — — — — — — — — — — — — — — I!�"ERiIIM 1 GARR�! X "!R N w " ° n " �u`U�aU 'IT ! ` I e° wL I o N 4" Concrete Sidewalk Slab — witfi concrete and for all bracket typ, Tfircken edge to 8"x8' - R 1- - - - - - - - - - -�- - - _ I LRR� I ` one tt5 bar continuous with concrete and fill cells with cone Thicken ed a to B"x8" y --------- ---- p one tt5.. bar continuous _ "" ' � for all bracket typ. g fill cells with cone (� - ` 4" Concrete, Sidewalk Slab with concrete and for all bracket typ. one tt5 bar continuous ll cells with cone Thicken edge to for ac bracket t with concrete and ` 4" Concrete Sidewalk Slab yp" one tt5 bar continuous — 23T-O' Thicken edge to 8"x8" rt� Gil A' with concrete and one US bar continuous f' 3000 psi concrete slab with 6x6 #10/10 WWM on '0F 10 mil vlsqueen clean compacted termite treated fill z� ryGk; Girder attachment Gird GRADE a s1 and walkways only by structural engineer Attach window to block wall wrt� _ t ewe Girder GRE THESE PLANS AND ALL PROPOSED WORK „ see truss plans f> l sa 3/16 dia. x 3 tap -cons with min. =IIII=II I=I Q,': — - TO ANY CORRECTIONS'' 1 1/2" penetration at 12" o.c. max IIII-IIII= — III_IIII-IIII-IIII=�' and 6" o.c. max from each corner thru ��-1111=III-III=III—IIII=IIII— SUBJECT � '-e" A;F,F. RE,IRED, BY E FIELD INSPECTORS THAT Top or ColumnI" x `i" PT Buck :.= NECESSARY IN ORDER TO COMPLY ITH ALL APPLICABLE CODES. drywall return � .DETAIL AT Fi`'ONT +REAR SLABS - N Pour top 24" of column solid (no column block) See structural details by others for, steel Stucco return -I requirements ' drywall sill 16" x 16" concrete column .block s 0 #5 bar vert. w/ SEE TYPICAL column %�aL}f�X 10" hook embed m1n' 12" into rooter w/ filled with concrete and (4) #1 "bars_ vert. ri i r SECTION ON with #3 ties at 12" o.c. typical '- see ST. LUCIE COUNTY* 30" overlap PAGE D-I r structural details for column cap ,x�i°`" at each filled cell O I IND T I BUfLDING DIVISION �4i I O N � L /4 N design REVIEWED4" 3000 PSI concrete slab with commercial ryWall flbermesh at u�a FOR p E I I on 10 mil V isqueen over at 12". o.c. � Cut existing slab as needed - " REVIEWED B d clean compacted termite treated Fill For new 48 x 48" x I2" concrete i 'DATE footing with (5) tt5 bars each way I I /� „ bottom steel PLANS N PE IT SCALE: I � $ = I' � " Provide tt5 bar x IG"long Grade I I. Any changes to plans must be submitted t0 the architect doweled into existing slab and I MUST BE KEPT ON JOB OR tt5 bar vert, set in epoxy. Remainder of bar NO INSPECTION WILL BE MADE — For approval before proceeding with eonstructi0n- shall be covered in new slab pour. I6" 16" 45 bars shall bee spaced at 8 o.c. I — =1 2. Contractor shall be responsible for. verification of all' from slab overpour nusT be aepe�ate ,,li_II = _ it Ilillll��lllllllll� 6 from footing pour. II IIII IIII— III —II - I �I Section lUlndow Head Sill IIII-IIII-IIII— notation and dimensions before starting construction. � � _ _ _— —. 3. Soil conditions assumed to be 2�00 psi. Shouldan =IIII=- `t'� �• IIII-IIII- = NTS =- =-_-_ ---- li �I IIII„ IIIII IIII—IIII IIII IIII IIIIIIIIII . y other conditions be - : . _ III _ I _ I I I III. �=IIII .;' ; ..1=IIII-IIilllli J � I I w x god" monolithic encountered, � ; .; , , .:;. — I I —II- footing 3> 5 bars Cont. the architect shall be notified in writin for revision _ I III oting w/ ( # -IIII- - _�rh-� - - - Gold Joint �� sin=Ills=IIII-111111=IIIIwriting for 1 II �4. verify all recess thickness at showers, tile, etc.... S. �: 18 1 TYPICAL BUILDING FOOT Contractor to provide filled cell with concre't'r' and 1 # boo vert, �f 8 II II ER SCALE I/2 O.C. max. Provide (1) filled cell on each side of Opening"s u to S guide. Provide (2) filled cells on each side of openin s from iI New Column >� Footing Detail 1 and frovlde (3) filled cells on each side of op�n:nr�s from a�� -Q and up 3-3-oa nts Contractor to see plans for any other condition used. 'Foundation wa is - - - - c.c.u. shall have Filled cells at 24" o.c. unless otherw,ie noted -:(see section 1 ' i _ - - - - - - - - Contractor to provide for Form Board Survey - Form ..Board curve - - - - - - - _ - _ to be provided to Truss Company prior to truss constructlon 11 Contractor to provide for soli test prior to const,ructlon and provide ., � ... � � . - _ `30" min. ' a copy of soil test to architect for reviet , prior to construction 8. ALL Reinforcing steel shall be grade >00, meeting ASTM A-,i� and A-35 specificatlons. ALL Anchors to be A-307' ¢ steel. n._•..:: b,. er `, Provide a minimum of 3" concrete protection art footings an Or n g 77 w 1-1/2 concrete protection at beams for ALL 'reinforc-in nts .6 y` i i A " f Braden A A � A D ate Drawn sheet10PpIng C�nt�r for.�cComm ts ._Fl , y 17anners - Coconut Avenue 3 O� O� - e to - •�•� Tel . • (���2) 28� 82�8 CARLTON SO uA�� : („2) 2 8, 2 . Fax vts ns - ° Stuart, FL 3,4g96 #AAC000032 St. Lucie d - County, Florida t 5 f8-O� -08 OF 13 v� Field Revtsto09 - - _ ,u: y. " .+n-,�:...:h . .,.L.✓ - .. ..m..+w•.....y,. ...e w•,,,...,a..ntw:Mn^.twe... ,. 3 3. , I IG14 I\G V IJIV11.? J J v I v.v•'w. 0 c rn z G) Cn m D D n m 0 O r D O c Cutlist created from this layout --� 6 .3 i a / Og This layout sent to jobsite ® o r n Z TT N N Cn CD CD w C O Z rn �mr. CA (jbCD Oo i CD Cn 0 Cn M K U) I I I z :ZO m°-v -> z ^ CD � 0)N Trn l! J 0 CD � O < `2 '' (Q 5. = O z P-ooCA 3 GDj m -4 fi, o O0D OCr< C�wMwwMw-1 0-iao 1-4Ir�C wn °� CD C. 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