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HomeMy WebLinkAboutMINOR ADJUSTMENT TO A PUD SITE PLANGOLF COURSE 30 0 15 30 60 PRACTICE GREENS ( IN FEET ) 1 inch = 30 ft. GOLF COURSE fX 6.ONf Wa yI, PROP. MINIATURE GOLF�i COURSE LIMITS 1 1 3 EX. TEE BOX � I - EX, 12" PINE EX. 'T CABBAGE PALMS • 0 1 i EX. RESIDENCE I O I I 0 I m i I f � I ' M Sj' I SIGN NO, FTP-21-06 AND FTP-22-06 6"WHITE N ®kAl --1I3 2~ F � FTP.21A8 TOP h� ti4" WHITE 3PARXINGBY DISABLEPERMIT ONLY $250FINE F.S.318.18 FTR .MBOT 12, 1 5' NOTES: 1. HANDICAP STALL IS BASED FROM FOOT STANDARD INDEX #17346, SHEET 12 OF 14. 2. DIMENSIONS ARE TO THE CENTERLINE OF MARKINGS. 3. BLUE PAVEMENT MARKINGS SHALL BE TINTED TO MATCH SHADE 15180 OF FEDERAL STANDARDS 5950. 4. FTP-22-06 PANEL SHALL BE MOUNTED BELOW THE FTP-21-06 SIGN. 5. FOR DESIGN OF THE UNIVERSAL SYMBOL OF ACCESSIBILITY, REFERENCE FOOT STANDARD INDEX #17346, SHEET 12 OF 14. 6. FOR DESIGN OF THE ASSOCIATED SIGNS, REFERENCE FOOT STANDARD INDEX #17355, SHEET 4 OF 11. HANDICAP SPACE DETAIL N.T.5. .( s+z ex IODIC \ PARCEL }} „J EX. 6'1­1-� A WOOD �m FENCE ao PROP. DECK E%.COVERED EX. CBS FAZIO ROOM SLOG. 8,143 S.F. F.F.E. = 33.33 N.G.V.D.1929 r r�. EX1OddC L /m�'; Ta'% EX. SHUFFLEBOARD COURT N, QI( ------------ EX. ASPHALT EX. DOG PARK EX.ASPHALT S89044125"E 497.37' 2' lb' 7 WHITE RETRO-REFLECTNE TRAFFIC PAINT (T'P.) CAR STOP (TVP) b 18, TYPICAL PARKING STALL V-5' :X.ASPHALT L�J LEGEND HANDICAP STALL TRAFFIC FLOW DIRECTION EXISTING WATER MAIN EXISTING FORCE MAIN ----------` EXISTING EDGE OF PAVEMENT 7( PROPOSED LIGHT FIXTURE ,,0 EX. CLEAN OUT n i(OlT ".MES R C-i t w iili - zm )TLCH. LOCATION MAP N.T.S. 522 R365 T39E LEGAL DESCRIPTION: 22 36 39 THAT PART OF (GC-1) LYGIN SEC 22 MPN THAT PART OF SE 1/4 OF SEC 21 AND THAT PART OF SEC22 AS IN OR 542-251-LESS AS IN OR 680-1278 AND 683-2171(MAP 33/22NS) (OR 993-381) PARCEL ID: 3322-122-0001-000-0 CONTAINING 118.08 ACRES DEVELOPER: TYRINGHAM RIDGE, INC. 3468 VISTA GRANDE BOULEVARD CAR50N CITY, NV 89705 SITE ADDRESS: 9000 CLUBHOUSE DRIVE PORT ST. LUCIE, FL 34986 PARCEL IDENTIFICATION NUMBER: 3322.122.0001-000-0 PROPERTY CLASSIFICATIONS: ZONING: PUD- PLANNED UNIT DEVELOPMENT FUTURE LAND USE: RS- RESIDENTIAL PARKING CALCULATIONS: ALL PARKING EXISTING - NO NEW PARKING PROPOSED DRAINAGE STATEMENT: THE PROJECT IS SERVED BY SITE GRADING, INLETS, AND CULVERTS THAT DIRECT STORMWATER TO THE EXISTING LAKES THAT ARE PART OF THE MASTER STORMWATER MANAGEMENT SYSTEM THAT PROVIDES ALL WATER QUALITY AND QUANTITY TREATMENT. SFWMD CRITERIA FOR WATER QUALITY AND QUANTITY TREATMENT IS CURRENTLY PROVIDED. MINIATURE GOLF AREA: IMPERVIOUS AREA = 4,923 S.F. PERVIOUS AREA = 7,567 S.F TOTAL AREA = 12,490 S.F. SITE LIGHTING: ALL SITE LIGHTING FOR THE MINIATURE GOLF AREA COMPLIES WITH SECTION 7.09.04 (K) GENERAL LANDSCAPING REQUIREMENTS - OFF-STREET SITE LIGHTING REQUIREMENTS AND GENERAL DESIGN STANDARDS. UTILITY PROVIDERS: POTABLE WATER =RESERVE UTILITIES WASTEWATER = RESERVE UTILITIES IRRIGATION = EX. WELLS CONSTRUCTION SCHEDULE: CONSTRUCTION START: NOVEMBER 2015 CONSTRUCTION COMPLETION: 90 DAYS BEFOREY ING CPLt MnZe(/S%v£SS MYB iMIiFORINE3?f 10BEMVq'EO RESOELT IIH.y ddP'pr J V) 4%j / H Cn o 3CN — �N � 00 N J W O z x z W Q caa ` �d wa e U) Z LO CY) 1p d I 0- (n °> z w COO O m Q O/ W LULn NN Ft LL > M O rn 2 V 0 l.-: � Q Z "d�C)� LL O o O tea_ �Ld J W V) ro0 W 0 N '� N LLI 1� (L UO F 0 u N VJ Z Z W o 0 Z I- Q J U o O LU UI' U U �Q•^j V W J N ) .3 m 0 .. M I m K 0 J n N Z K y L ¢� F w ¢ w o U Q O 2 Q M Vr O O V U '- SHEET NO.: 1 OF JOB No. 13-026 ENG GOLF COURSE EX.RESIDENCE 30 0 15 30 60 PRACTICE GREENS ( IN FEET ) 1 inch = 30 ft. vb' �r P rye. GOLF COURSE .1 PROP. MINIATURE GOLF COURSE LIMITS e rye. ryN a dry. t'A EX. TEE BOX 1 EX. 12" b PINE EX. , T CABBAGE PALMS BENCHMARK 5MH TOP EL, 29.09 N.G.V.D. 1929 u t' b e • 0 EX. 6 H WOOD FENCE EX. SHUFFLEBOARD COURT EX.ASPHALT bb \ +ryq. 10. b 19•� I ry h� +I rygry +,Iq. .� rygry 1 ryq�� 1 1 �I 1 I 1 I I I ry01 i rygryry +rygyb �o +ryq EX.ASPHALT S89e44'2WEgg497.37' (C) 0 ryb' ,ig. rye. � � I rygOd 1 --- -------- 5-#---..-{+++�,' 3 , - EX. SAN. MH rym. rya ,Y TRW -----+- rye TOP EL. 29.09 1 A N INV. EL. 21,17 ." ^�•.ri."Y INV. EL. 21.10 b"s .�,. Yry✓.r i 5 EX. 5' C 0bq 0lt� ryb ryA� EX. U06 PARK NOTE: ALL ELEVATIONS SHOWN OR REFERENCED WITHIN THESE PLANS ARE BASED UPON NATIONAL GEODETIC VERTICAL DATUM OF 1929 (N.G.V.D.). TO CONVERT FROM N.G.V.D. ' 29 TO N.A.V.D. '88, SUBTRACT 1.48' FROM THE N.G.V.D. ELEVATIONS TO GET N.A.V.D. ELEVATIONS. BEFOREMUDIG cat TWroR)euswEssa4rs WAITFpR THE 61TET09EM4Po:E0 RE3P£CTTNEM0.QN5 0.YiWELY EX. CBS FAZIO ROOM BLDG. 8,143 S.F. F.F.E. = 33.33 N.G.V.D, 1929 29.53 e0 a 1�p h :arygry NfL vq' � ryq' ryq� EX.ASPHALT 32.64 LEGEND EXISTING GRADE ELEVATION T/CURB 2150 1 21.00 B/CURB PROPOSED ELEVATION (H.P. = HIGH POINT) _4p"-L RUNOFF FLOW DIRECTION EXISTING WATER MAIN w. EXISTING FORCE MAIN - TR ----- EXISTING EDGE OF PAVEMENT Qi PROPOSED CATCH BASIN PROPOSED CLEAN OUT SIDEWALK & RAMP SLOPE REQUIREMENTS PER ADA LENGTH MAX. LONGITUDINAL SLOPE HANDRAILS REQUIRED L<6' 1:12 NO 6'< L < 30' 1:12 BOTH SIDES 6'< L < 50' 1:20 NO MAXIMUM CROSS SLOPE ON ALL OF THE ABOVE ITEMS I5 2.0%" 10ip ICA v v vqp vgq bay vq"° SEE SITE PLAN vq. 3,000 PSI CONCRETE � W/ FIBERMESH 2 � M,AX. -► v R ` + I n ryq. vq� SUBGRADE COMPACTED TO .,v 98 % MAX. DRY DENSITY PER AASHTO T-99 METHOD SIDEWALK PAVEMENT DETAIL N.T.S. SECTION VIEW - _- ___"CONCRETE BASE MATERIAL-�� 'T-' �I�yut.. . .. `3" DRIAN PIPE TEE BOX TOP VIEW coucRErE � A s ;o < TEE BOX. SECTION VIEW EXIT TOP VIEW jaw ( � 4TIBER MESHE V CONCRETE �'• w e �� x RUN V . / --EXPANSION JOINT EXIT SECTION VIEW }" ABOVE HOLE 1i" ABOVE HOLE (FLUSH WITH CARPET) (ADA EXIT) VFISER MESHE BASE MATERIAL BASEMATERIAL "FIBER MESHED CONCRETE SIDEWALK DETAILS CONCRETE N.T.S. OVERHEAD VIEW ,ram SECTION VIEW N, -- 7-_11-_ i•. a. CLIP DETAIL �N on R HOLE DETAILS N.T.5. GENERAL CONSTRUCTION NOTES: 4? 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING THE SITE PRIOR TO I � BIDDING WORK AND SHALL. TAKE INTO CONSIDERATION ANY OMISSIONS, UNDERGROUND UTILITIES. OR OTHER ITEMS AFFECTING THE INSTALLATION OFPAVING, DRAINAGE, AND UTILITIES. SHOULD UNCHARTED OR INCORRECTLY CHARTED UTILITIES OR OTHER ITEMS BE ENCOUNTERED DURING CONSTRUCTION, CONSULT �NENGINEER OF RECORD IMMEDIATELY FOR DIRECTIONS. REPAIR DAMAGED UTILITIESOR OTHER ITEMS TO SATISFACTION OF UTILITY OWNER AND ENGINEER OF RECORD. 0W2. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH ALL APPLICABLE v _J CITY, COUNTY, STATE, AND FEDERAL REGULATIONS, CODES, AND ORDINANCES,Z INCLUDING OSHA AND FDOT SPECIFICAIONS, LASTEST EDITION UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER IN WRITING. z � Q w O 0= 0_ 3. LOCATION AND SIZES OF ALL EX. UTILITIES ARE APPROXIMATE ONLY. CONTRACTOR IS I? Q RESPONSIBLE FOR EXACT FIELD LOCATION AND SIZES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION TO ALLOW FOR PIPE RECONFIGURATION IF NEEDED. THE CONTRACTOR SHALL CONTACT ALL AFFECTED UTILITIES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION OPERATIONS. / 1 N 4. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF 7V 0) THE ENGINEER PRIOR TO COMMENCING WORK. G cp It 5. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN SHALL BE MADE WITHOUT PRIOR n 0 WRITTEN APPROVAL OF THE ENGINEER OF RECORD. 1+ V) > Z 6. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS / LICENSES PRIOR TO Q m 009 COMMENCING WORK. O %" W � N N_ 7. THE CONTRACTOR SHALL KEEP COPIES OF ALL PERMITS, PLANS, AND SPECIFICATIONS > j d' r ON SITE DURING CONSTRUCTION. O' J M "O 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED TESTING TO BE N 1- LL. 1D PERFORMED BY AN INDEPENDENT TESTING LABORATORY APPROVED BY THE ENGINEER V) r� Q OF RECORD. THE CONTRACTOR SHALL SUPPLY DENSITY TESTS TO ENGINEER OF Z 8d I- W r- IL RECORD ON ALL SUB GRADE AND BASE, TESTS SHALL BE PREPARED IN ACCORDANCE 0: U p O WITH AASHTO T-180 METHOD AT ALL AREAS OF DISTURBED ASPHALT & PIPE O (n 0- J W TRENCHING. I1 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY DAMAGE RESULTING ,J Lij 3: 1N DO U In FROM HI5 OPERATIONS, TO EXISTING PAVEMENT, SWALES, ETC. Z 0 ^E W N ch 10. THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF > Z O O r W ONE YEAR FROM THE DATE THAT PROJECT HAS BEEN ACCEPTED. ALL FAULTY Lil 1� 0_ . L) CONSTRUCTION AND/OR MATERIALS THAT OCCUR DURING AFORESAID PERIOD SHALL BE CORRECTED AT THE CONTRACTORS'S EXPENSE AND IN A TIMELY MANNER. TT2 11. THE CONTRACTOR SHALL COMPLY WITH ALL RULES AND REGULATIONS OF THE STATE, r COUNTY AND CITY AUTHORITIES REGARDING CLOSING OR RESTRICTING THE USE OF PUBLIC STREETS OR HIGHWAYS. 12. THE CONTRACTOR SHALL GIVE ADEQUATE NOTIFICATION TO ALL AFFECTED UTILITY OWNERS FOR REMOVAL, RELOCATION AND ALTERATION OF THEIR EXISTING FACILITIES. w 13. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 48 HOURS PRIOR TO ANY u REQUIRED INSPECTIONS AND SHALL SUPPLY ALL EQUIPMENT NECESSARY FOR INSPECTIONS AND/OR TESTING, V) Z U 14. THE CONTRACTOR SHALL PROVIDE THE ENGINEER AS -BUILT SURVEYS CERTIFIED BY A C a a LICENSED SURVEYOR UPON COMPLETION OF CONSTRUCTION AND SCHEDULE A FINAL - d INSPECTION WITH THE ENGINEER OF RECORD. (n ^ z � a 15. ANY PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION SHALL BE > Ld PROTECTED. IF A CORNER MONUMENT I5 IN DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED, THE CONTRACTOR SHOULD NOTIFY THE COUNTY SURVEYOR WITHOUT DELAY BY TELEPHONE. O ib. IF HARDPAN IS ENCOUNTERED WITHIN RETENTION AREA OR SWALES, IT SHALL BE REMOVED AND REPLACED WITH A GRANULAR MATERIAL. r � 17. IF MUCK OR ANY OTHER UNSUITABLE MATERIAL I5 ENCOUNTERED, THE MATERIAL m SHALL BE COMPLETELY REMOVED AND BACK FILLED WITH A GRANULAR MATERIAL AND COMPACTED TO DENSITIES SUFFICIENT TO ACCOMMODATE THE INTENDED USE. _x 18. LOCATION OF STRUCTURES SHALL GOVERN AND PIPE LENGTHS MAY HAVE TO BE W ADJUSTED TO ACCOMPLISH CONSTRUCTION AS SHOWN ON THESE PLANS. 19. RCP INDICATES REINFORCED CONCRETE PIPE. CMP INDICATES GALVANIZED V Z Z Z CORRUGATED METAL PIPE. SCCMP INDICATES BITUMINOUS COATED CORRUGATED Z O METAL PIPE. CAP INDICATES CORRUGATED ALUMINUM PIPE. CPP INDICATES CORRUGATED POLYETHYLENE PIPE (N12) MANUFACTURED BY ADVANCED DRAINAGE Q J Q SYSTEMS, INC. (ADS). LL 20. MITERED END SECTIONS SPECIFIED ON THE PLANS SHALL BE IN ACCORDANCE WITH <( W - a FOOT STANDARD INDEX NO.272, n/ W _V 21. COMPACTION REQUIREMENTS FOR PIPE BEDS SHALL BE 90% OF MAXIMUM DRY V (D U. DENSITY, 22. TEMPORARY DRAINAGE SHALL BE PROVIDED DURING CONSTRUCTION TO ELIMINATE ' ^ Z U ANY FLOODING OF PRIVATE PROPERTY. v - W 23. ALL STORM SEWER LINES AND DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS Z I..L. AND ERODED MATERIALS DURING THE FINAL STAGES OF CONSTRUCTION. 24. ANY DRAINAGE PROBLEMS CREATED BY CONSTRUCTION, OR EXISTING BEFORE CONSTRUCTION AND NOT ALLEVIATED AS PART OF THE PROPOSED IMPROVEMENTS, SHOULD BE BROUGHT TO THE ATTENTION OF THE GOVERNING AUTHORITY AND THE 06 ENGINEER OF RECORD. 25, THE CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT EXISTING TREES SHOWN TO REMAIN. IF ANY TREES MARKED TO BE REMOVED CAN BE SAVED, THE CONTRACTOR SHALL SAVE SAID TREES. SHOULD ADDITIONAL TREES NEED TO BE REMOVED, THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO REMOVING SAID TREES. r�zY 26. IF EXCAVATED FILL MATERIAL I5 REUSABLE, STOCKPILE EXCESS FOR USE IN �a COU LANDSCAPED AREAS. z 27. UNUSABLE CLEARED MATERIAL SHALL BE REMOVED FROM SITE AND HAULED TO AN Z APPROVED DISPOSAL SITE. AS AN ALTERNATIVE, BURNING ON SITE WILL BE ALLOWED WITH PROPER PERMITS. LOCATION OF BURN SITE SHALL BE APPROVED BY OWNER. W 28. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED TO Q PRE -CONSTRUCTION CONDITIONS OR BETTER. ALL EXISTING SIGNAGE, PAVEMENT MARKINGS, ABOVE GROUND APPURTENANCES, ETC. SHALL BE RESTORED IN KIND. ® �' 29. WHEN PAVEMENT IS SHOWN NEXT TO A CURB OR SIDEWALK, THE ELEVATION OF THE Z O TOP OF CURB OR SIDEWALK IS 6" ABOVE THE PAVEMENT, UNLESS INDICATED AS LL FLUSH. IN SOME CASES, BOTH ELEVATIONS ARE SHOWN FOR ADDITIONAL CLARITY. Q 30. ALL CONCRETE SHALL DEVELOP A 28-DAY COMPRESSIVE STRENGTH OF 3,000 P5I u Z UNLESS OTHERWISE NOTED. �.1 O 31. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A-615 AND HAVE A TENSILE /"� U STRENGTH OF 60,000 PSI UNLESS OTHERWISE NOTED. `,f W U 32. ALL WATER FLUSHED FROM MAINS SHALL BE DIRECTED AS APPROVED BY THE ENGINEER J OF RECORD, 33. NO WATER OR SEWER SERVICE IS TO BE SUPPLIED, UNTIL A LETTER OF CLEARANCE IS U) RECEIVED FROM FDEP,IF APPLICABLE. 34. MAINTENANCE OF TRAFFIC SHALL BE IN ACCORDANCE WITH THE "MANUAL ON Q UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", AND THE FOOT n "ROADWAY AND TRAFFIC DESIGN STANDARDS INDEX #60011, LATEST EDITIONS. L.1.tl 35. EROSION AND SEDIMENT CONTROL - CONTRACTOR IS RESPONSIBLE FOR PROVIDING J EROSION AND SEDIMENT CONTROL USING THE LATEST F.b.O.T. STANDARDS. BALED HAY, STRAW, AND SILTATION BARRIERS WILL BE INSTALLED WHERE NEEDED TO PREVENT SILTATION OF ADJACENT PROPERTY, PUBLIC RIGHT-OF-WAY, WETLANDS AND WATERWAYS. THESE WILL REMAIN IN PLACE UNTIL GRASSING OR SODDING HAS BEEN COMPLETED OR UNTIL SILTATION AND EROSION ARE NO LONGER A THREAT TO ADJACENT PROPERTY AND WATERWAYS. N 36. ALL BERMS AND GRASSED AREAS SHALL BE SEEDED AND MULCHED IN ACCORDANCE WITH THE APPROPRIATE SECTIONS OF THE ABOVE REFERENCED SPECIFICATIONS w !I N Z Y n UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER OF RECORD. a o < w °a O U U 37. BOUNDARY AND TOPOGRAPHIC INFORMATION PREPARED BY VELCON GROUP, INC. DRAWING NO. 13-026. ALL ELEVATIONS PER BENCHMARKS REFERENCED ON SURVEY. SHEET NO.: 2 OF JOB No. 73-026 ENG CIOtits-tor ems/ 3k5 V�'I�T, 13A —= t L L _A-LL =LL _LS'5-0 P; S,1, COIN �4 r4 IN +tEIGHT-r0-L0CA` I0?J OF STEMS AS VEFICT-E-P. > - -. - .. _ _ __ LA. _ _. rl u Ca, PO',75 15tYtr �Jp ---- ---� 5 Zv p .�.. .... __..... - - VItoII= 1Ou i i I V a . ► r - O �►Glm /. 1 irks��lj�s�rrr.�t,irrnrr�rrrr�rae� tl= '4 A)r\, I EZ' x12w0,6M. / �Ac 6L9, PI El �_ : (Z) 2x 12 P�Ti U117, LFr*15" Z Ldl Z1 -Z KEWSP HAN66'R W�(R 16Jf44iL.5 'Z) t©dx I1/2"TO SEAM qtw L) 1i>;7 2UuWJ(e)1:,4 9AILS (T`fP.@BLoc'NS., 4 >e 51 u ?�Tvl PSO hi ®SkrWra- ! �_2i2 z (L-2Xi2'i_4EJ�G-Ehf-may1�Oc� tAiLS (4)I1;4 ro ,. (Iz)1®d X , E nd 5 N_ t9Su 2$ w�N _-(5$1'L k "'1'p- pp/qPSEi[%tE'SFI . PLA FDPIA-VT1CAN-C1Hr--bUL�.- I 5T>�i�1LttALI __ S3S2T1T�1 •` T ._ X-C21DS�P - - _T� w ._3 5nizs . N r -bAR — �A-C 4 WA-4 : $tip - Certification for Design load Compliance 1. DESIGN CODE: Florida NILD/NCa code 2014 Edition w/20_ supplements using ASCE 7-10 2. Structure Design is:_Enclosed—Partially Enclosed X Open Building 3. Risk Category: -)�-I _II _III _IV Exposure Category: )CB _C _ D Adjustment coefficient _ 4. Design Wind Velocity �ph _ ASO LRFD End Zone Width eft. S. Mean Roof Height: 2. ft. Roof Pitch: _:12 Parapet _ ft. 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 21 ' MRH(worst case)) Zone 1: Zone 2:--DZone 3: -96,3 Zone 4 -43_3 Zone 5:-�,YGarage:____ 7. Design Loads: Floor: _ PSF Roof/Dead:—PSF Roof /Live_PSF Balcony. _PSF Dock: _PSF Deck: 1,00 PSF Stairs: AP42 PSF Fence: PSF Railing: PSF 8. Were Shear Walls Considered for Structure? K Yes _ Not applicable Explain Why Not: 9. Is A Continuous Load Path provided? JC Yes_ Not applicable Explain Why Not: 10. Design Soil Bearing Pressure:2000 PSF Soil boring Test required _Yes -)No (based upon section 1803.2 exception) STRUCTURAL NOTES: 1. STRUCTURAL LUMBER TO BE HEM -FIR q2 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE. 2. CONCRETE SLABS AND FOOTINGS TO BE 2500 P.S.I. MIN. 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER WITH 30" MIN. LAP. 4. CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 3" S. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED & SELECTED TO WITHSTAND WIND FORCES OF THE FLORIDA BUILDING CODE 2014 EDITION PER WIND LOAD COMPLAINCE. Td %Uuno N aO along 'IS lul,�,�� �107 ` 9r1b THESE PLgNS AND ALL PROPO8w WORK ARE SUBJECT TO ANY copAECTIONS REOUIRL'D BY FIELD NSPECXRS THAT MAY BE NECE%A%Y Id ONN TO COMPLY WITH ALL APPLICABLE CODES, m� CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OFRECM@ ST. LUCIE CO BUILDING DIVISION REVIEWE FOR CO ANCE REVIEWED BY DATE PLA S AND PER MUST BE AND ON B OR NO INSPECTION WILL BE MADE r_ C e e ay St. Lucie Cou E E i S E i rm SFPEE I 'Tw :cu A �_ ��sTa GEI5GEIZ :Ta� 1�2``6X1°. 4N%1?.DRS e __TA6A D �ti, rte �tpr�Z !7!s•�Il7�Ca Ill > [+ +�''- ,14 1L D LT -..-re E 2 - Z' --- __--SOLT TO — _2x� p,-T, :wonb pEGKtNG w� (Z)3`tD�C1G_SGIL6WS L&qACW JOIST IWT-���SEGT1 PAN �Z�2x12 r.T, WV, 6EAM Am/ s -.� ! 21,I0 RT W D, JSTS. @ 24'*� 'Z) I+CTA ZU STRAPS LP-ZA, SIM�S((2klU. HAFIGf=�S-::(:ACUNII ! +� 1C Q- wj(tV)Oct NAIt$ 12 xl2 �c.1lo _/otJc =P3Lk _ 1.1r R I �� x ID t4T-WOCIV LtfJf ER W 1/2`!;X f�l,�e--� _WJ 2 S YE2T, '5Ap- I'N ANC140es @ Z4u@6 SrA,�w6Zev F1G, �ILL6D DELL � ! � ( ! �24"x2Q�`klz'bP,.CONC,,PAD 1=Tlc, m. 1— 1 1�SQFJ LUS2$ I4AN6TIZx6A,END� W1 (10.) 10. N A I L 5 SEdTIU''v s� zj' lTE TREATMENT REQUIRED (2) 2 X I-4--fvT,- fiWPpD P3EAM 8'0_ MAX, -� �IA1JCr FROM LEGGED Wl51MPSdi,i HUSZ)Z-Z wl(20)14� NAILS-- - /5/u z 7 n.I�� 'I j 1407,4 -ZO TIC-_ OLUN AQCH0f2S 2-2-1T,-taGlel�%AfL�R.�i a 1. 14�A,3'I�� J �_�T'�.:I�St_D�t L3AlL"f'�'l`a"-24"�L- .S3AGGI;K ?7 I f(8�1-Lr) NQI.LS TO (Z Zxl2 i 12x 12 C.OmC, bLocIL PIER wl-rT-- 1I 1 1 tk s YCR GIECL,Z> FTG,� IN CON- - — I I I x24 x IZ GONG. PAID W� I o L p -545 SAivVAY 607 s C , 1'jL®GK� c'C1=Nf WA L-Lyea/ *5 Y'ER 1, �xL�-QLL ecrfi S Sotat D w I z",pP, CoN r, c®NG Fro, w /-5 05 SoT r w 9 SCANNED BY FILE COPY St. Lucie County 31�4-" TA PC.P f45 @_ 41k, :NAILSP- To SLEEPER. tt G*� 1 #5. �� Cotitrl-i+kUO-t•i3 _; STUL�p INI ~ �F IN , G RA PC THE. PLANS AND ALL PROPOESD WOflK ARE SUBJECT TO ANY CORAECTIONG ? REQUIRED BY PIELD NSPEcMRS THAT N 1 MAY BE NECrNANY IN 0" TO COMPLY WITH ALL APPLICABLE Cr-7cs' PETER H. eoob yv TWO