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HomeMy Public PortalAbout02-18 Large PlanGENERAL SPECIFICATIONS /NOTES 1. The contractor shall check all drawings furnished immediately upon their receipt and shall promptly notify the engineer, Doug Winter Companies, Inc. in writing of any discrepancies. Anything shown on the drawings and not mentioned in the specifications or mentioned in the specifications and not shown on the drawings, shall be of like effect as if shown or mentioned in both.. 2. Figure marked on drawings shall, in general, be followed in preference to scale measurements. Legge scale drawings shall in general, govern small scale drawing. The contractor shall compare all drawings and verify the figures before laying out the work and will be responsible for any errors which might have been avoided thereby. When dimensions on the drawings are affected by the type of equipment selected, the contractor shall adjust such dimensions as conditions may require. 3. If the contractor, in the course of the work, finds any discrepancy between the drawings and the physical conditions of the locality, or any error or omissions in the drawings or in the layout as given by points and instructions, or discovers unforeseen underground or aboveground conditions or any other unexpected conditions requiring additional work by the contractor, it shall be his duty to immediately inform the engineer, in writing, and the engineer shall promptly check the accuracy of the information. Any work done after such discovery, until any necessary changes are authorized, will be done at the contractor's risk. 4. if any part of the contractor's work depends, for proper execution or results, upon the work of any other contractor, the contractor shall inspect and measure work already in place and shall at once report to the engineer any discrepancies between the executed work and the drawings. 5. The engineer or his authorized representative shall have free access to the work of the contractor at any time for purpose of inspection. The contractor shall furnish the facilities to determine, as best as can reasonably be done, the nature and quality of the work performed. Such assistance of the contractor shall, if necessary, include the uncovering, testing or removal of portions of finished work. 6. Debris Removal: All debris shall be removed from the area and legally disposed. Debris may be burned upon obtaining proper burning permit but any unburned remains are to be disposed of as directed by the owner or his representatives. 7. The contractor shall be responsible for protecting all buildings, structures, and utilities that are underground, above ground, or on the surface against construction operations that may be hazardous to said facilities and shall hold and save the owner harmless against all claims of damage. The contractor shall, by repair or replacement, return to equal or better condition, all pavement, sidewalk, lawns, utilities, and other items damaged by this construction activity. 8. The contractor shall be responsible for obtaining all required tests and shall submit reports by an independent testing laboratory approved by the engineer. Should any tests fail to meet specification as shown herein, the contractor shall at his expense correct all deficient work and submit laboratory test results showing compliance with these specifications. 9. All work shall be performed in a workman like manner and shall conform with all applicable City, County, State and Federal regulations and /or Codes. The contractor shall obtain all permits and licenses required to begin work. 10. The contractor shall visually examine the construction site to determine the amount of clearing and existing facilities to be replaced, removed and /or relocated which may be required in order to complete the work. 11. The contractor shall give the engineer 48 hours notice prior to requesting required inspections and shall supply all equipment necessary to properly test and inspect the completed work. 12. The contractor shall guarantee all work and materials for a period of one year from the date of project acceptance, during which all faulty construction and /or materials shall be corrected at the contractor's expense. 13. All work shall be accomplished in a safe and workmanlike manner. The contractor shall comply with all applicable laws and regulations of any public and /or private body having jurisdiction for the safety of persons or property or to protect them from damage, injury or loss; and shall erect and maintain all necessary safeguards for such safety and protection. The responsibility for project safety rests solely and specifically with the contractor. Seacoast Utility Authority and their employees and agents are specifically indemnified and held harmless from any actions of the contractor relating to the safety procedures implemented during construction and from any claims brought by any persons regarding safety, personal injury or property damage. 14. MINIMUM CONSTRUCTION INSPECTION CHECKPOINTS A. Prior to any major deviation from the approved plans. B. Prior to bockfilling of any trenches containing hydraulic conduits, so that jointing may be mutually approved. C. Upon completion of subgrade compacting. D. At the time of delivery of base material. E. Upon completion of the base and prior to priming. F. Immediately prior to and upon the first and second applications of the plant mixed wearing course. G. Upon completion of construction. A final inspection will be made with project representative. H. 24 Hour notice before inspection is needed. 15. All unsuitable material such as muck, marl, and debris shall be removed from the limits of construction and legally disposed. At the engineer's direction, muck may be stockpiled on the site at designated locations for use in landscaping. 16. Guaranty: All material and equipment to be furnished and /or installed by the contractor for this project shall be guaranteed for a period of one year from the date of final acceptance thereof, against defective materials, design and workmanship. Upon receipt of notice from the owner of failure of any part of the guaranteed equipment or materials during the guaranty period, the affected part, parts or materials, shall be replaced promptly with new parts or materials by the contractor, at no expense to the owner. In the event the contractor fails to make the necessary replacement or repairs within seven (7) days after notification by the owner, the owner may accomplish the work at the expense of the contractor. 17. As— builts: The contractor shall complete "as— built" information relative to pipe lengths, materials and any 90 deviation from plans and provide a copy of such to the owner and engineer for final acceptance of the contractor's work. 18. Elevations: All elevations refer to N.G.V.D. 1929. LOT 5 6 1 e UNDERGROUND VAULT EXISTING WOOD FENCE ( (LIFT STATION) (C. 8c V EXISTING WOOD FENCE 1 2 244 ® O HW I __7!� 5HW - OHW� 1 2 3 H` a w__ OHw ow w EGV _ OH 7 2.5 E" OHW pHW-_ � 2 , �! e t R BRICK WALK 114 z 11 W O -� 1 1 4 , 1 1 FND PK NAIL. & WASHER ELEV- 3.82' SCALE: 1"-10.' GRAPHIC SCALE 5 10 20 ( IN FEET ) 1 inch = 10 ft~ 40 106 e e e O EXISTING e o e 0) u r e 3> e� � e � � ,ems e� O C,r1 0-) EXISTING WOOD FENCE 2 ' a' e e N 1 1 e 1.0' 3, r al z e �e (Jo, e . L4 e e N e 4.0 e O 4.0' � e ' e� 1 1 1 e — 107 e (C. & - - 20'_ I�IGHT— OF— WA y M. 18 ASPyALT PAVED NT N ROAD 100 ti J I�— O U 48 HOURS BEFORE DIGGING CALL TOLL FREE 1- 800 - 432 -4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. EXISTING UTILLIITIES FOR Ft" O ATION OF UNpWa20t UTILITIES PRIOR TO ANY CONSTRUCTION ACTIVITIES. SITE LOCATION 12 BANYAN RD. W U O I-- :"4 LOCATION MAP LEGEND 4.5 EXISTING ELEVATION PER �'�� ATLANTIC COAST SURVEYORS ---3.92--- PROPOSED ELEVATION CONTOUR FLOW DIRECTION O'BRIEN RESII3ENCE 12 BANYAN ROAD GULFSTREAn FLORIDA STORMWATER MANAGEMENT CALCULATIONS SITE PLAN DATA Total Lot Area = 15,201 sq. ft. ± Impervious Area Generated By New Addition = 404 sq.ft. -+ ESTIMATED RUNOFF VOLUME Impervious Runoff Volume: V x 404 sq.ft. x 1 ft./12 in. = 34 cu-ft. Total Volume to be Retained = 34 cu.f L TOTAL RUNOFF VOLUME RETAINED = 85 cu.ft. t APPROVED a i STR M, FL 0 2002 1 Companies, cc 0 t!3 0 ca irU 0 a_ Q w Q m 2)OM I#k* C,v " i&i Oft Certificate of Authorization *5601 4047 Okeechobee Blvd, Suite 222 West Palm Beach, F'L 33409 Ph: (561) 471 -9863 Fm (561) 471 -5075 CivillEnvla ©nrn gn uifrrralE �' Gro agrIH c �to nt Ao iPercnit itaFi d Golf CCoourse Renovailon/Conslruction r: i i.� N 0 ri 0 2:* v 0 Ii M z w w —1 = Q Sheet s-.00 rte.' o tD cc a �a U o V 1 OHW-""' OHW'f— O OHW_ ONW � 2 2. BRIO WAL 1 U i � 1 � � t m m SCALE: 1"-10.' GRAPHIC SCALE 5 10 20 ( IN FEET ) 1 inch = 10 ft~ 40 106 e e e O EXISTING e o e 0) u r e 3> e� � e � � ,ems e� O C,r1 0-) EXISTING WOOD FENCE 2 ' a' e e N 1 1 e 1.0' 3, r al z e �e (Jo, e . L4 e e N e 4.0 e O 4.0' � e ' e� 1 1 1 e — 107 e (C. & - - 20'_ I�IGHT— OF— WA y M. 18 ASPyALT PAVED NT N ROAD 100 ti J I�— O U 48 HOURS BEFORE DIGGING CALL TOLL FREE 1- 800 - 432 -4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. EXISTING UTILLIITIES FOR Ft" O ATION OF UNpWa20t UTILITIES PRIOR TO ANY CONSTRUCTION ACTIVITIES. SITE LOCATION 12 BANYAN RD. W U O I-- :"4 LOCATION MAP LEGEND 4.5 EXISTING ELEVATION PER �'�� ATLANTIC COAST SURVEYORS ---3.92--- PROPOSED ELEVATION CONTOUR FLOW DIRECTION O'BRIEN RESII3ENCE 12 BANYAN ROAD GULFSTREAn FLORIDA STORMWATER MANAGEMENT CALCULATIONS SITE PLAN DATA Total Lot Area = 15,201 sq. ft. ± Impervious Area Generated By New Addition = 404 sq.ft. -+ ESTIMATED RUNOFF VOLUME Impervious Runoff Volume: V x 404 sq.ft. x 1 ft./12 in. = 34 cu-ft. Total Volume to be Retained = 34 cu.f L TOTAL RUNOFF VOLUME RETAINED = 85 cu.ft. t APPROVED a i STR M, FL 0 2002 1 Companies, cc 0 t!3 0 ca irU 0 a_ Q w Q m 2)OM I#k* C,v " i&i Oft Certificate of Authorization *5601 4047 Okeechobee Blvd, Suite 222 West Palm Beach, F'L 33409 Ph: (561) 471 -9863 Fm (561) 471 -5075 CivillEnvla ©nrn gn uifrrralE �' Gro agrIH c �to nt Ao iPercnit itaFi d Golf CCoourse Renovailon/Conslruction r: i i.� N 0 ri 0 2:* v 0 Ii M z w w —1 = Q Sheet s-.00 rte.' o tD cc a �a U o V Sheet s-.00 rte.' o tD cc a �a U o V TOWN OF GULF STREAM SITE DATA TABLE Gross Lot Area Effective Lot Area FAR Calculations EXISTING DEMO NEW NET 1ST Floor Living Ceilings over 15', double 2"0 Floor Living I" Floor Covered (porches, overhangs > 21/2' 2 nd floor Covered Awnings > 3' and screen encl. (@M%) "� Garage Gross Floor Area Out Buildings Total Floor Area Pro osed 4c;>4 (p, S First 20,000 X.33 .5014.6 Over 20,000 X.20 Total Allowable FAR Per Manual ,0 "�'�" ' Total Hardscape Area Required Landscape Area (lot size x 40%) ' Actual % Landscaped Open Space Area LEGAL DESCRIP71ON LOT 64, "GULF STREAM PROPERTIES NO. 2 ", ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 18, PAGE 42, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, TOGETHER WITH THE WEST 1/2 OF PALM WAY LYING EAST AND ADJACENT THERETO AS IN OFFICIAL RECORD BOOK 6533, PAGE 1765. CERTIFIED TO: 1. ROBERT B. O'BRIEN, JR. PROPERTY ADDRESS RECORD SURVEY FLOOD ZONE A6 -7.0 12 BANYAN ROAD INVOICE # 899 MAP DATE 09 -30 -82 GULFSTREAM, FLORIDA 33483 SURVEY DATE 02 -10 -00 MAP NUMBER 125109 0001 D LOCATION MAP N.T.S. NATIONAL PRINMAST NO. 186A - 24x36 —11 y 1 V i . t � 1 t �s 1 LT �, � FC t I' UNDERGROUND VAULT J WALL CORNER F ND i'X" CUT IN TOP OF WALL OF— AS LTA a ME lT L�A ;00 a WALL 0, 4'W 20,$ y t' A " �v t, V Oti_1� FND 2 " MONUMENT 0 %_18 m a w F- N W Cc N Cr r o W a z > w 0 0 � W W to pC O M �- N 0 U. Z Z � O W H � 0 m p O DRAWN CHE KED DATE SCALE JOB NO. 00 , SHEET OF SHEET 1 = =1 DRAWN CHECKED DATE ie — Y '- SCALE �*0=/I e N JOB NO. SHEET OF 7 SHEET' t,,45-1 q +45.1 - 0 1 � -5 Al 01 I=INIJIpWIi Ilgl -Niaw FWFI V MAre* ol NATIONAL PRINTFAST NO. 186A - 24x36 REOEIVED "M 0% .I% W or m m m m _3 z 0 Z L'i 11) 'o -J U V) j W 0 0 Z `J v 0 w Q (a) Z LL i W 0 z WD q cc 0 Wo LJU Lo 0 MCC 444441*4 iMM 0 LL .j j z z M 0 w 0 ca g, Q m a 0 OR WN 1A --- CHECK(EO OAT ,�- 11,14-49,17. : SCALE JOB N SHEET A OF,�7 SHEETS Q ,I (ED] Ea ToMI,g _ s 90,tl ) :1 ( ° VIP, , I F E L ROOF F FRAM INC.; NOTES., L BUILDER 61 ALL VERIFY ALL BEAM HEIGHTS (SHOW ON BEAM 5C1- rEDULF) AND SHALL COORDINATE WTM THE TRIM MANUFACTURER AND ANY OTHER RELATED TRADE AND 8HALL NOTIFY ^V4Nt'rV.r - 0-j- L"4t.FLo'_YJN=WRITING ONLY) OF ANY D18CREPANGIE5.OTHERWI6E.'( C.ApxAI'IuToF lzE�oso WILL ACCEPT NO RE5PCNINBILITY FOR ANY D15CFREPANCIES, U)RITTEN NOTIFICATION TO '[hle"/+RCA11'Tt(c'f OF 12•I140F�0 .' MUST BE MADE WITHIN TEN 00) CALENDAR DAYS FRGt1 THE BUILDERS RECEIPT OF THESE PLANS. 7. OUILDER'6 T9= MANLFI,, -IURER 814ALL PROVIDE THREE CCMPL_ETE BETS OF FULLY ENGINEERED SHOP DRAUWx6 (SIGNED 4 SEALED) BY THE TRUSS 0C211PANY'S- Fr61eTERED ENGINEER) TO -Too: 3. o UILDBR SHALL PROVIDE AND BE RESPONSIBLE FOR PROPER AND ADECUATE OHORING AND DRAC.04rs OF ALL 9TR tjCTURALLY RELATED CCMPONQ O FOR THE DURATION OF THE PROJECT A.9 PER TP.1. ORACNG WOOD TRISW5, COMMENTARY AND RECO11MENDAT10PL9• TRUSS MANLFACTURER 5HALL PF2OVIDE ADBCaUATE PERMANENT BRACING FOR AIR HANDLER IN ATTIC AREA AND COORDINATE SAME WITH THE H.VAL. SUB- CCNTRA.GTOR, TRUSS MANLFACTURER SHALL AL50 PROVIDE PERMANENT, ADEOUATE BRACING FOR CHANDELIERS AND COORDINATE WITH THE OWNER, AND /OR BUILDER AND EL�GTRICAL CONTRACTOR. 4. A4z4• 15� t),oT- BE HELD RESPONSIBLE FOR DESIGN OF TRLISSEB AS INDICATED ON TR1165 DRAU44G UNTIL PL'i1N.'S ARE VERIFIED BY BUILDER/DEVELOPER AND TRU55 MAAL.FACTURL-R AS TO FEA5I93ILITY OF LAYOUT. 5. ALL GIRDER TF1156EO AND WOOD GIRDERS BEARING CN NA50NRY OR CONCRETE $HALL HAVE MIN. BEARING CF 3' AND SECURED TO WALL BELOW WITH APPROVED HURRICANE STRAP WITH SEAT. b. CONTINUITY OF TRANSFER OF LOADS FROM THE ROCF TO FO(NDATION TO BE MAINTAINED BY PROPER STRAPPRJ.'•, AND "LNG. 1. TF1USS ENGMEER 6H(AI.L.DE6IGN THE FLOOR TFW56ES FOR THE ROOF LOADS ABOVE AND FLOOR LOADS FOR GRAVITY LOADS, AS BELL AS, WIND LOADS. AS PER 60--Cl- THE FLOOR TRUSSES ARE PROPEMY GRACED AND BLOCKED C:GNTIN000SLY FOR WIND LOADS. THE 2 -2xb CONT. BOTTOM PLATE CF BEARING WALL OVER THE FLOOR TRI.46IE6 54MLO BE PROPERLY STRAPPED. SP EATP I NCB NOTES: ROOF SHEAT14INGI 1. • 19/32' OR ,GREATER A.P.A. EXTERIOR EXPOSURE 1, C -D SHEATHING GRADE PLYWOOD S44EATHIN4, INSTALLED CONT. MIN. 11 SPANS OVER ROOF TRU55E5 AND PERPENDICULAR TO ROOF FRAMING TRU55ES N/ PANEL END JOINTS STAGGERED. SHEATHING SHALL CBE NAILED TO ROOF TRUSSES N/ ed COMMON NAILS (0.131• x 2 1/2' LONG W/ 0.281" FULL ROUND HEAD, SPACED 44 O.G. 0 PANEL EDGES AND INTERMEDIATE SUPPORTS 2. DIAPHRAGM BOUNDARIES= ALL ROOF SHEATHING SHALL 5E ATTACHED TO A MIN. 20 CONT. SUB- FASCIA W1 6d COMMON NAILS ? d' O.C. AND 2x8 SUB- FASCIA NAILED TO EACH TRUSS W/ 3 -16d NAILS. PERMANENT BR&CINGt 1. 2xA CONT. BOTTOM CHORD HORIZONTAL LATERAL BRACING NAILED TO THE UPPER SIDE OF EACH BOTTOM CHORD A MAX. 4' -0' D.G. IN ENCLOSED, AREAS 4 2' -0' O.C. ,FOR OPEN AREAS ;W/ 2 -16d COMMN NAILS 0 EA. INTERSECTION. 2. THE A50VE LATERAL BRACING 514ALL BE RESTRAINED.W/ 2x4 DIACoONAL CROSS - BRACING 0 20' -O' O.C. W/ 3 -16d Cal- MN NAILS '# EA• INTERSECTION. TP<,A 6Z4 � MAILS E• c(409 Po5T s-n•1 D - R ,TPG1A �D C i &d) T;2USS ANCN012AGE SCHEDULE Y m.i PQODUCT DESIGN LOAD (LBS.) A —I A -2 MARK MAP QTY MANLFACTUPER PRODUCT CODE NAILS LPLIFr CAPACITY PE12PENDICLLAIZ TO WALL PARALIE L TO WALL A (1) Semco TAPRna 5-160 745 LBS. 595 Las, 210 U* N (1) SEAACo TAPR224 8-160 1115 LBS. 595 LBS, 210 LBS Ci u) SsAGo TAPR224 12 -160 1500 LBS. 595 IBS. 210 L135. 14m (2) SE MCO TAPR224 8-160 / STRAP 2000 LBS. 595 LBS 210 LBS 4 4 SOIACO TAPR224 12-160 / STRAP 2500 LEM 595 LBS. 210 LSS, 5B (1) SEAACO TAPL16 5-160 745 LSS 1405 LBS. 1405 LBS. 4 (1) SPJMCO TAPL16 8-160 1060 LBS. 1405 LSS. 1405 LBS. t(lu (2) SEMiCO TAPL16 8-160 / STRAP M20LEIS. 1405 LSS. 1405 LBS. �. 4► (2) samco TAPL16 10-160 / STRAP 2500 1135, 1405 LSS. 1405 LBS. Q> (1) SEAAco RTP GA824 5460 EACH BV0 745 LBS. N/A WA (1) 58MC0 RTP GA824 8-160 EACH END 1195 LBS. WA WA (2) SEAACO RTP GA824 8 -160 / STRAP / EACH END 2000 LBS. WA WA (2) semco RTP GA824 ICH60 / STRAP / EACH END 2500 LBS. WA WA (2) SEAACO RTP GA824 8-160 / STRAP / EACH ENp 1500 LBS, WA WA Q (3) SEAACO TAPR224 8-160 / STRAP 3100 LHS. 595 LBS.210 L BS 6E9CAIP't'ION Y m.i GAVpE § LmMC�O CD vJ O FAB' jl�i 9tAlEDi11.E ALi MADW LOAM PER CTN w H.' F#ATER PLATE 9TU6 LATEAAL t� 1�iD J EARiMOUfwlLE WLr`► Z .r - 1.,PT: I O% , Al Ate N Ild id �fl.. Regular HCPA 20 1112 5 4 4 4• 145 95 400 510 14m 15MIJ 5W !'Il 1. IID 1412 5 4 4 .41 445 85 go 310 40 5B so Lcfq %- HCPLA 20 1112 a 4 4 46 145 86 soo 510 4/tI 520 t(lu tAepTM t4LPLL_ RO "'° t tl! a 4 4 4► 145 85 40Q 510 +160 SZO td0 p 70 �,.�'t►�'' �=O�R -fHC LA7URAL 077- rC° 4 3 r ,f •. ,. — $-A 3113 • ____ 2 —/ 544 1 � . - n--4 REVISIONS I BY z ,_J Q Y m.i § LmMC�O CD vJ O ]! -a an N,NN Z � M ~ y cz V J M W Q_ N lt. Lu � Z .r 't W •�_ r N vo W CCU - �.a J W (a) Z IJL D z WF�= Z ��w W �m J m a DRAWN CHECKED DATE /ISCALE 1) j JOB NO. SHEET OF 7 SHEETS