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Home My WebLink About39735 Chancey Rd (2)MET • am CL Modular Building Walkway and Foun-datio s for:V Moil 0.4-28-2011 �� 39735 Cha cey Road Zephyrhills, Florida 4'.4 0 0 EXISTING EXISTING EXISTING EXISTING MODULAR MODULAR MODULAR MODULAR GLA55ROOM CLA55ROOM CLASSROOM GLA55ROOM EXISTING MODULAR CLASSROOM -------------- ......... ----------------------- J.-------------- --------------- ----------- ------------ I -------------- I -- -------- ----- ------------ I ------------------------ - ----- --------------- 0 EXIST. 6'-0" GONG. SIDEWALK TO REMAIN ............................. ................................... ............................................. ............ ........ ... .............................................. ---------- -- I ------- -- -- N&SI NEW NEW NEW MODULAR MODULAR MODULAR MODULAR CLASSROOM'CLASSROOM CLASSROOM CLASSROOM V_ L L NEW PAVED PARKING I OT -5EE CIVIL DM=,. FOR DETAILS NEW 6-0" GONG. SIDEWALKS ly DETAILS (TYP) SEE CIVIL DPS165. FOR ----------- ..... ....... ---------- ---------- 3: - ------ NEW NEW NEW MODULAR MODULAR MODULAR ------ ----------- -- -- ,tLK5 9 CLASSROOM GLA55ROOM ii CLASSROOM Cie -_ — -------- 0 CITY OF %�_ pt4tvs ZEP�qRq XAl►,g1�,r �r `' � C G _S+AC 0��PPPDE, WORKSHALL VAILING CODESCOMPLY WITHALL CODE, FLORIDA BUILDING sejA�JCTrr 'NATIONALELic Jd OF2 'RICCODEAVD -d L4 . • Bp RplHZ ORDI��NCES 0 e,�ard, r. 00 Uj ad :9 C 15 :g MEN% ju y Ln -cs en mo GNSR4� NOTES INDEX TO DRAWINGS I. OCCUPANCY OF BUILDINGS - GROUP 'B' BU51NE55 - INSTRUCTIONAL USE UP TO 4 HOUR5 OF U5E PER DAY. ARCHITICTURAI, 2. AREA OF EACH MODULAR - 1,05651F A -I OVERALL FLOOR PLAN 3. OCCUPANT CONTENT PER MODULAR = 46 a 205F/PER50N A-2 ENLARGED TYPICAL FLOOR PLAN 4. PROVIDE GRAAL5PACE AGGE55 AND VENTILATION A5 FOLLOWS : STRUCTURAL CONFIDENTIAL -THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN A. FOR EACH MODULAR, PROVIDE ONE PREMANUFACTUIRED AGGE55 5GUTTLE MIN. 16"x24" 5-1 5TRUGTURAL NOTES IS CONFIDENTIAL AND MAY NOT BE DISCLOSED, COPIED, ALTERED OR B. FOR EACH MODULAR, PROVIDE GRAHL 5PACE VENTILATION EQUAL TO I 5F FOR 5-2 PARTIAL FOUNDATION AND DECK FRAMING PLAN, DETAIL5 REPRODUCED TO ANY PERSONS EXCEPT AS PERMITTED IN WRITING BY: EACH 150 5F, OR 7-1/25F TOTAL MINIMUM. VENTS ARE TO BE PREMANUFACTURED PLUMBING DYKES —JOHNSON ARCHITECTS, INC. VENT5 WITH CODE APPROVED RODENT RE515TANT SCREENING 06-06-2011 EQUALLY DI5TRIE3UTED ON ALL 4 5IDE5 OF MODULAR. P-I OVERALL PLUMBING PLAN AND NOTES 2 THESE DRAWINGS ARE THE PROPERTY OF DYKES-JOHNSON ARCHITECTS, INC. AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE rEECTfR10,44 3 OR COPY IS PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE DRAWINGS, REGARDLESS OF HOW MINOR, WITHOUT THE WRITTEN APPROVAL 4 OF DYKES-JOHNSON ARCHITECTS, INC. AND/OR CONSTRUCTION EXECUTED FROM E-I OVERALL POPER PLAN AND NOTES FROM THESE DRAWINGS WITHOUT THE EXPRESS APPROVAL OF DYKES-JOHNSON FOR ANY SHEET ARCHITECTS INC OR ANY CHANGE IN THE SCOPE, DESIGN OR INTENT �PERSON ACHITECTS SHALL REASON BY ANY OTHER THAN DYKES-JOHNSON INC., TO AUTOMAtICALLY RENDER DYKES-JOHNSON ARCHITECTS INC. HARMLESt ANY Arl MS UITS, OR IITI�AT BY ANY I NTE A I N Ii)OT8 . 9H U OU� P�21N U YH��IRRAWINGS TIH _LDEF,ONSACCOM ALL CVR 'E SHOULD BE READ CARE LILLY FNATAIDDITIONAL CONDITION . DOCUMENTS ARE INVALID UNLESS SIGNED & SEALED BY AN AUTHORIZED AGENT OF DYKES-JOHNSON ARCHITECTS, INC. IOF 0 OVERALL FL OCR PLAN `' .° MET bm a V ° 04-2a-2011 m c c m V C 0 V 0 p i u oe D 0U0 L2�mm 0 C W raw V � m � C � t � AVM V L M 1 06-06-2011 2 3 4 SHEET A—1 OF 2 m ` go MET sm a � V MDJ -v m c c m � b o C� L 7on � o r � v � �r U 0U0 N f✓ G e� � to LU o "0 m V � � SUM t V < Q M 1 06-06-2011 2 3 4 SHEET A-2 OF 2 I I L _ II I I GENERAL STRUCTURAL NOTES: BUILDING CODES AND SPECIFICATIONS 1. Florida Building Code, 2007 Edition with 2009 Supplement 2. Building Code Requirements for Reinforced Concrete ACI 318-02 3. Building Code Requirements for Masonry Structures ACI 530-02/ ASCE 5-02/TMS 402-02 4. Specification for Structural Steel Buildings, AISC 9th Edition. 5. Structural Welding Code D1.1 (American Welding Society) DESIGN LOADS 1. Live Loadsi Timber Walk .......... 80 PSF Modulars..................40 PSF 2. Wind Load; Design Wind Speed, 120 MPH FBC 2007, SECTION 1609 3. Dead Loads; None 4, Other Loads; Contractor shall submit cut sheets for all equipment including but not limited to hvac package units, air handlers, generators and chillers. Information shall include weight and any special support requirements. DRAWINGS AND SPECIFICATIONS 1. Do not scale these drawings for dimensions not given. 2. Advise Architect of dimensional discrepancies between architectural and structural drawings prior to commencing construction of affected elements. 3. Verify all existing field conditions and dimensions prior to commencing construction. 4. These drawings are intended to be used in conjunction with those of other trades including but not limited to architectural, mechanical, civil, etc. Refer to drawings of other trades for details relating to the structural components. 5. The Contractor shall carefully study and compare the Contract Documents and shall at once report to the Architect any error, inconsistency or omission he may discover. Bring any conflicts to the attention of the Architect for resolution prior to commencing work on items affected. 6. The intent of the Contract Documents is to include all items necessary for the proper execution and completion of the work. The Contract Documents are complementary, and what is required by any one shall be as binding as if required unless it is consistent therewith and is reasonably inferable therefrom as being necessary to produce the intended results. 7. In the case of conflicting information, the Contractor shall assume the more costly alternate, unless directed otherwise in writing. 8. I the case of ambiguous or missing information, the Contractor shall assume a member size, quantity or quality consistent with similar areas in the project, unless directed otherwise in writing. 9. The Contractor shall not be compensated for the addition of structural components when the omission, mislabeling or other deficiency should have been noted during the Bidding phase, and brought to the Architects attention. 10. The Contractor shall perform no portion of the work at any time without Contract Documents or, where required, approved shop drawings, product data or samples for such portion of the work. SHOP DRAWINGS 1. No structural drawings shall be reproduced for use as shop drawings. 2. All dimensional coordination shall be done by the Contractor and/or his detailer 3. Detailer shall check all drawings for all attachments, clips, openings or other work affecting structural members. All items shall be shown on shop drawings. 4. Shop drawings shall be submitted to allow sufficient time for processing. Six (6) sets of shop drawings shall be submitted for review. 5. Provide sufficient space on shop drawings near title box for stamps and comments. 6. The shop drawings shall bear initials of detailer's checker and contractor prior to submission. 7. Completed erection plans shall be submitted prior to or in conjunction with detail drawings. But in no case shall detail drawings be submitted prior to erection plans. 8. Contractor shall have shop drawings which have been satisfactorily reviewed by the Architect and/or Engineer and confirmed b the Contractor before proceeding with any work. CONSTRUCTION SAFETY 1. These drawings do not include provisions to satisfy safety requirements. Contractor is solely responsible for ensuring safety during construction, and for conformance to all applicable OSHA Standards. Job site visits by Engineer shall not constitute approval, awareness or liability for any hazardous conditions. 2. Do not overload one segment or span of a beam continuous over several supports. Beams should be loaded as gradually and evenly as possible until the full load is in place. 3. Erection sequence shall be determined by the Contractor, and shall not cause over stress or excessive deformation of structural members. VALUE ENGINEERING 1. Any changes to the structure shall have been reviewed and approved in writing by the Architect prior to commencing work on items affected. FIELD MODIFICATIONS 1. Any changes to the structure shall have been reviewed and approved in writing by the Architect prior to commencing work on items affected. 2. Any changes made without prior approval are subject to review by the Architect. Contractor shall provide sketches, photographs and written description of each deviation from the plans for the Architect's review. FOUNDATIONS 1. Maximum net soil bearing pressure used for design ........ 2500 PSF 2. Notify Architect if footing excavation reveals unsuitable or unstable soils, or materials or conditions not previously anticipated. 3. Consider the possible impact of groundwater on construction techniques, using seasonal variations, any other site indicators and your own judgment. P❑RTLAND CEMENT CONCRETE 1, Concrete Quality and Placement) Foundations and walls, 3000 psi, 3' to 5' slump Filled cells in block, 2500 psi, 8' to 11' slump, 3/8' pea gravel Slabs on Grade, 3000 psi, 3' to 5' slump a. Fly ash shall not exceed 20 per cent by weight of total cement content, if used. b. Slump limits shall be strictly adhered to. Use superplasticizer to increase workability, at contractors option. c. Maximum mixing time (from hatching to placement) Air temp less than 85°F, 90 minutes Air temp 85°F to 90°F, 75 minutes Air temp over 90°F, 60 minutes d. Mix design shall be submitted for approval. e. Concrete cylinder testing & reports are to be furnished by subcontractor. 2. Minimum Coveri a. Footings, 3 in. to bottom and unformed sides, 2 in, to formed sides b. Other, 2 in. to main reinforcing, 1 1/2 in, to ties and stirrups 3. Coordinate drawings of all trades for required embeds, openings and accessories not shown herein. 4. All reinforcement shall be securely held in place by standard accessories during concrete placement, 5. Bars shall be grade 60 conforming to ASTM A615, 6. Welded Wire Fabric shall conform to ASTM A185, 7. Detail and fabricate reinforcement in accordance with 'Manual of Standard Practice for Detailing Reinforced Concrete Structures', ACI 315. 8. Provide minimum lap splice of 30 bar diameters, but not less than 24 inches, for all reinforcing bars, unless noted otherwise. Stagger splices in adjacent bars at least 24 inches, except in beams and columns. 9. In wall footings, grade beams and bond beams, provide bent bars at corners and intersections of the same number and size as the straight bars. 10. Exposed edges of beams and columns shall be chamfered 3/4 in. u.n.o. 11. See architectural drawings for locations of anchor slots in columns, beams and concrete slabs. CONCRETE SLAB ON GRADE 1. Intended usage is for pedestrian traffic only. 2. Compressive Strength at 28 clays ..... 3000 psi 3. Minimum thickness ..... 4 in. 4. Maximum slump at point of delivery ..... 4 in. 5. Maximum aggregate size ..... 1 in. 6. Entrained air content ..... 4.5% 7, Fill saw cuts with elastomeric sealant after cleaning with compressed air. 8. Welded Wire Fabric shall be WWF 6x6-W1.4xW1.4 in flat sheets, unless otherwise noted, conforming to ASTM A185, 9. Place Welded Wire Fabric centered in depth of slab -on -grade unless noted otherwise. Lap all mesh joints two full meshes. 10. Interrupt typical slab reinforcement at all construction and expansion joints. See specific details for any dowels required for shear transfer. 11. Cut every other wire along the line of saw cut control joints prior to placing concrete. Make saw cuts within 12 hours of concrete placement, or as soon as cuts can be made without raveling. 12. Provide 1/2 in. preformed expansion joint material where slab abuts vertical surfaces such as walls and columns. 13. See architectural drawings for exact locations of depressed areas in slabs which are not shown or dimensioned on structural drawings. 14. Provide 6 mil vapor barrier under all slab -on -grade in enclosed space. 15. Apply curing compound to slab within two hours of completion of finishing operations, Use liquid membrane forming compound complying with ASTM C309 Type 1 Class A. Follow manufacturers instructions. 16. Confirm that curing compound will not interfere with bonding of any applied floor surface. If so, use wet burlap and trickle hoses. 17. It is recommended that the slabs be cast in long strips, and saw cut transversely, in order to minimize shrinkage cracking. CARPENTRY 1. ALL LUMBER SHALL BE SOUTHERN PINE No. 2. GRADE OR BETTER, WITH 19% MAXIMUM MOISTURE CONTENT, 2. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE, OR EXPOSED TO WEATHER, SHALL BE PRESSURE TREATED, 3, PRESSURE TREATED LUMBERS SHALL COMPLY WITH AWPA C2 FOR LUMBER AND TIMBERS AND AWPA C9 FOR PLYWOOD, USE PRESERVATIVE WITH 0,25 PCF RETENTION FOR ABOVE GROUND AND 0.40 PCF FOR FRESH WATER OR S❑IL CONTACT USE. 4. MINIMUM FINISH REQUIREMENTS FOR METAL CONNECTORS AND FASTENERS! A. INTERIOR EXPOSURE - GALVANIZED (1390). B. .EXTERIOR EXPOSURE - PRESSURE TREATED GALVANIZED (G185), HOT DIP GALVANIZED (HDG). OR STAINLESS STEEL (SST300). a c 3 -2 3 3 2 3 I D 2 1 a DI a 1 2 I I I I I I I I c 3 2 -� 3 3 Ja ZONES a = 3O FT NET WIND LOADS FLOOR JOIST COMPONENTs ROOF ZONE 1 2 3 AND CLADDING PRESSURE (Per) 96 E3 153 VERT. COMP. 9b 9b U 14ORIL COMP. - - I - SUCTION (per) -15b -213 -213 VERT. COMP. -5.8 -213 -213 14ORIZ COMP. - - - NET U IND LOADS FLOOR BEAMS COMPONENTS ROOF ZONE AND CLADDING 1 2 3 PRESSURE (Per) 9b 98 96 YM. COMP. Sb 9b Sb WORM COMP. - - - SUCTION (per) -ss -roz -rma YM. COMP. -158 -158 -158 NORIZ COMP. - - - GROSS WIND LOADS FLOOR DECK s ROOF ZONE AND CLADDNG 1 2 3 PRESSURE )per) 9b 153 53 VERT. COMP. U 153 153 NORM COMP. - - - SUCTION 1peF) -343r343COMP. T. -23D -343COMP. - TERMITE PROTECTION NOTES: I. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL. 2. CONDENSATE AND ROOF DOWN5POUT5 SHALL DISCHARGE AT LEAST 1'-0" AWAY FROM BUILDING SIDE WALLS. 3. IRRI6ATION/5PRINKLER SYSTEMS INGLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 1'-0-- OF THE BUILDING SIDE WALLS. 4. INITIAL TERMITE TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETE. SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED, INCLUDING SPACES BOXED OR FORMED. 5. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC., SHALL BE MADE WITH R PERMANENT METAL OPLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF 501 L AFTER THE INITIAL TREATMENT. b. MIN. 6 MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT IS REQUIRED. 7. CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT 15 PLACED. 8. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1'-0" OF THE STRUCTURE 51DEWALL5. a. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION 15 COMPLETE INCLUDING LAND56APIN6 AND IRRIGATION. ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED SHALL BE RETREATED. 10. ALL BUILDINGS ARE REQUIRED TO HAVE PRE-GONSTRUGTION TREATMENT. II. A CERTIFICATE OF COMPLIANCE MUST BE 155UED TO THE BUILDING DEPT. BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE: THE BUILDING HAS REGEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER 5ERVIGE5. 12. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN 1'-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES, TUB TRAP BOXES, FORMS, SHORING OR OTHER GELLUL05E GONTAINING MATERIAL. 13. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED WITHIN I5-0" OF ANY BUILDING OR PROPOSED BUILDING. 10 MET am CL L v MDJ 0 -0 m C IC m V = O •F- Q t � �r U ce Z) 4- L 0 U Vf -epd LOL CL ed 3 0 LU 0 z5 o C u J am L-U V c� Q M g M d = C9 1 2 3 41 SHEET S-i OF 2 ------------- ------ IF- -- ------------------- - --- t-* --- 11 ----- ------ *-*,*-",-,,*,"* ---- 11 -------- 11 --------- ------ 1 1-1-1-11-111-1 - - - - - - - - - - - -1 1 ... 1-11-1-111-1-111-1* --- I * - - - - ........................................ - - - - * --------- *'*'*'* *** --- -- - ---- - **** --- - - - - - - - - * ------- --- -- -- * ------ **** ------------ - - - - ----- ---- I - - - - --- --- - - - - - - - - - - - - - - - i - - - - - - - tj 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 I I I I I I I I f I I I I I U - - - - - - - - - - F14 I I F14 I I F14 L__ _j _j L F30 F30 F50 F30— LL IL - CANTILEVER DECK BEAMS TO MODULAR (TYP. ALL DOORS AT DECK) lb"Ab"Xa" c'MU COL. BLOCK PIER (TYPj L F30 "VF30 F30 F30 —I F 1> F14 F14 LZF14 1 t -- — — — — — — — — — — ___t — — — — — — — — - - — — — — IPL ---— — — — — — — — — I I I I ]111 11 1 1 1 1 1 1 1 1 1 1 t I I I I I I I I I I I I 1 1 17-7 1 11 1 1 -777'"' '-7-77-777 1 1 1 1 117-77-7-1 -- - - -- - - - - - - - - - -- - - - - - - -- - - - - - - - -- - - - - - - - - - - - - - FIb Fib F Fib FIb F r 17 FIb r 17 F16F r P.T.2x10 (3 W x t cV P.T.2xIO -A P.T.2xIO Fib Fib (OF, I FI( F F u LI:J P.T.2xI0 u Ll:-J Ll:-J u Ll:-J Li L P.T. 4x4 POST P.T. 6"x5/ ND. III - (01-011 - f=4RT 14L pouN=4roN Drmc< SRAM INCH PL4N SCALE : 1/4" sm I'-011 GONDITION5 SHOWN ON THESE UNITS ARE TYPICAL FOR ALL 7 MODULAR BUILDIN65 TO BE PLACED ON THE SITE FOR EACH MODULAR, PROVIDE ONE PREMANUFACTURED ACCESS 5GUTTLE MIN. 15"x24" FOR EACH MODULAR, PROVIDE GRAY-L SPACE VENTILATION EQUAL TO I 5F FOR EACH 150 5F, OR -7-1/25F TOTAL MINIMUM. VENT5 ARE TO BE PREMANUFACTURED FOUNDATION VENTS WITH CODE APPROVED RODENT RE515TANT SCREENING EQUALLY DISTRIBUTED ON ALL 4 SIDES OF MODULAR. FOOTING SCHED�Lr MRK. DIM. DEPTH REINP. REMARKS. F14 I'-4'xCONT. 1011 (2) #5 a BOTT. CONT. Fib I'-b'xIl_bll I 1211 (2) #5 EA. WAY a BOTT. F30 31-OlIX31-011 1211 (3) #5 EA. WAY a BOTT. NOTES : I. THE FOUNDATION FOR THE MODULAR BUILDIN65 15 rl>E!5lc7NErl> FOR GRAVITY LOAD ONLY, WITH A TOTAL DEAD LOAD OF 44,000LB FOR EACH BUILDING. BUILDING SUPPLIER MUST PROVIDE GROUND ANCHORS DESIGNED TO RE515T ALL THE EFFECTS OF WIND AND THE STABILITY REGUIREMENT5. PROVIDE 516NED AND SEALED DRAWINGS AND C.ORRE5PONDINC7 GALGULATION5 TO ARCHITECT AND CITY OF ZEPHYRHILL5 BUILDING DEPT. CONT. PRE -FIN. MTL FLASHING. CONT. MA5TIG SEAL BEAM BY MODULAR SUPPLIER lbxlb PILA5TER SEE DET. 2/52 � S2 SCALE : 3/4" cc I'-011 H 4"xIb11"xa11 MU SPLIT FACE VE ER 0 PERIMETEEi (TYP) O P.T. 4x4 POST P.T. 2xb RAIL CONT. BEVEL EDGES CLEAR ANOD. ALUM. HANDRAIL -I 1/2"DI A. P.T. 2x2 BALLU5TER55— @ 4" O.G. MAX -BEVEL EDGES P.T. 2x6 RAIL GONT. BEVEL EDGES 5/4"xb" P.T. 01D. DECK LAID WITH 3/5" MAX. JOINT (2) 2xI0 13M. (1) 2xI0 EA. SIDE OF P05T ---\ P.T. 2xI0 FLOOR FRAMING WITH 5IMP50N X5210 HAN&ER5 (2) 3/4" THRUI BOLT 5IMP5ON ABA44 - - � --A - ply -1 -1 121-511 441-011 OUT/OUT OF BUILDING 141-811 121-811 I Ul 21-511 - — - — — - - — ----------- - ---------- * ------------------------------------------------------------------------------------ -- - ---------------------------------------------- * ------------------------------------------------- *,-*,*,**'***'*** -- ---- ------- --- -- - ---- -- * * - --------- - IL 0 w U- 0 Lu Lu Lu 0 0 D 8 ti- U<- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - F14 - - - - - - - - - - - - F14 I - - - - - I - - - - - - F14 L__ _j L F30 F30 F30 F50 I I N o - CANTILEVER DECK BEAMS TO MODU AR ALL Ib"xIb"xa" GMU DOOR5 AT DECK) COL. 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INV.72.0' (VERIFY) — TIE INTO EXIST. — GO. INV. IN EX15T. 5.5. LINE 10 ��uM151NG PLAN SCALE: 3/32 " = V -011 PLUMBING GENERAL NOTES 1. THE REQUIREMENTS OF THE GENERAL CONDITIONS AND SUPPLEMENTARY GENERAL CONDITIONS SHALL APPLY TO ALL PLUMBING WORK. INSTALLATION SHALL BE IN ACCORDANCE WITH THE 2007 FLORIDA BUILDING CODE WITH 2O09 AMENDMENTS, STATE AND LOCAL CODES AND THE LATEST AMENDMENTS THERETO. 2. THE WORK COVERED BY THIS SECTION OF THESE SPECIFICATIONS CONSISTS OF FURNISHING ALL LABOR, EQUIPMENT, MATERIALS AND SERVICE NECESSARY FOR AND REASONABLY INCIDENTAL TO THE PROPER COMPLETION OF ALL PLUMBING WORK SHOWN ON THE DRAWINGS AND SPECIFIED. MATERIALS OR PRODUCTS SPECIFIED BY TRADE NAME, MANUFACTURER'S NAME OR CATALOG NUMBER SHALL BE INTERPRETED AS ESTABLISHING A STANDARD OF QUALITY AND DESIGN. SUBSTITUTIONS SHALL NOT BE ALLOWED UNLESS THEY ARE SUBMITTED FOR REVIEW TO USE AND APPROVED BY THE ARCHITECT. FIXTURES BY ELJER, KOHLER OR AMERICAN —STANDARD ARE APPROVED EQUAL. 4. PLUMBING CONTRACTOR SHALL COORDINATE WITH ARCHITECTURAL, CIVIL, STRUCTURAL, ELECTRICAL, FIRE PROTECTION, MECHANICAL AND ALL OTHER TRADES FOR PIPE ROUTING AND EQUIPMENT PLACEMENT. AVOID INTERFERENCE WITH ARCHITECTURAL FEATURES, BEAMS, FOOTINGS, WINDOWS, ETC. NOTIFY ARCHITECT IMMEDIATELY OF ANY CONFLICTS. SLEEVES SHALL BE INSTALLED WHERE PIPING PASSES THROUGH STRUCTURE. 5. CONTRACTOR SHALL KEEP A RECORD OF THE LOCATIONS OF ALL CONCEALED WORK AND UPON COMPLETION OF THE JOB, SHALL SUPPLY AS — BUILT DRAWINGS SHOWING IN COLORED PENCIL ON BLACK LINE PRINTS ANY DEVIATION FROM THE ORIGINAL DRAWINGS. THESE DRAWINGS SHALL INDICATE DIMENSIONS OF BURIED UTILITY LINES FROM BUILDING WALLS. 6. ALL WORK SHALL BE GUARANTEED, BOTH MATERIAL AND INSTALLATION, FOR A PERIOD OF ONE YEAR FROM ACCEPTANCE BY OWNER. SANITARY, WASTE AND VENT PIPING 1. SANITARY, WASTE AND VENT PIPING SHALL BE SCHEDULE 40 PVC (ASTM-2665) WITH APPROVED PVC SOLVENT WELDED FITTINGS. COMPLY WITH FLORIDA BUILDING CODE. PVC PIPING SHALL NOT BE RUN IN RETURN AIR PLENUM OR FIRE RATED ASSEMBLIES. 2. ALL SOIL AND WASTE PIPING, 2-1/2" AND SMALLER, SHALL BE SLOPED AT 1/4" PER FOOT. LARGER WASTE PIPING SHALL BE SLOPED AT 1 /8" PER FOOT. 3. TEST SANITARY, WASTE AND VENT PIPING BY A 10' WATER COLUMN FOR TWENTY—FOUR (24) HOURS OR AS REQUIRED BY THE BUILDING DEPARTMENT. WATER PIPING 1. WATER PIPING SHALL BE (CPVC) CHLORINATED POLYVINYL CHLORIDE PLASTIC PIPE AND TUBING (ASTM-2846) WITH APPROVED CPVC SOLVENT WELDED FITTINGS. COMPLY WITH FLORIDA BUILDING CODE. 2. THE SITE SUBCONTRACTOR SHALL PROVIDE THE BACKFLOW PREVENTOR AND THE WATER METER. 3. A SERVICE VALVE SHALL BE PROVIDED ON THE DOMESTIC WATER WHERE WATER ENTERS THE BUILDING. 4. TEST ALL WATER PIPING AT 100 PSIG FOR TWENTY—FOUR (24) HOURS OR AS REQUIRED BY CODE. 5. STERILIZE ALL WATER PIPING IN ACCORDANCE WITH HEALTH DEPARTMENT REGULATIONS AND AMERICAN WATER WORKS SPECIFICATIONS. 6. WATER SERVICE PIPING SHALL BE SLEEVED AT LEAST 60" HORIZ. FROM THE SEWER PIPE CENTERLINE ON BOTH SIDES OF WHERE THE WATER SERVICE PIPE CROSSES A SEWER PIPE. SEE FLORIDA PLUMBING CODE 603.2. `' .o MET am a = V MDJ m4-28-2011 m c c m O V � V Jw C O 77 'o U ori � u- C ed �d Q 3 0 C V O Q In � M 1 06-06-2011 Z 3 4 SHEET P-1 OF 300, - #1/0 400' - #2/0 ALL WIRING TO BE GOPPER THHN OVER4LL FLE ELECTRICAL CONTRACTOR TAKE NOTE ELEGTRIGAL CONTRACTOR SHALL ENSURE NEUTRAL -GROUND BOND IN PANELS FOR MODULAR UNITS 15 NOT PROVIDED. CTRICAL PLAN n 5GHEDULE __fDANELf30AfzZE) Aw loo FUNCTION ACTUAL LOAD DEMAND DESIGN LOAD TOTAL LIGHTING TOTAL RECEPTACLE 200 200 TOTAL A/O TOTAL MISCELLANEOUS II7600 117600 CONNECTED LOAD I17800 TOTAL DESIGN LOAD 117800 CONNECTED LOAD 117500 ! 240 = 4gIA I 35K AIG 25200 1 1 25200 DESIGNATIONS: PANEL B LOCATION: MOUNTING: 5URFAGE VOLT5, AMP5, PHA5E: I20/240/I h MAINS, 51ZE 4 TYPE: 600A MOB PANEL TYPE: SQUARE D NQOD OR EQUAL NOTES O UTILITY COMPANY POLE MOUNTED TRANSFORMER WITH 120/240 VOLT SECONDARY. EC SHALL COORDINATE INSTALLATION WITH UTILITY COMPANY. O PULL BOX PROVIDED AND INSTALLED BY UTILITY COMPANY. O SERVICE CONDUCTORS AND CONDUIT PROVIDED AND INSTALLED BY UTILITY COMPANY. (2) PARALLEL RUNS OF 3"C WITH (3) 350 MCM THHN EACH. SO 600 AMP SELF-CONTAINED OR K-BASE METER SOCKET. GROUNDING ELECTRODE CONDUCTOR TO CONSIST OF #2/0 COPPER, GROUND IN ACCORDANCE WITH NEC. ALL CONCEALED CONNECTIONS SHALL BE BY IRREVERSIBLE CONNECTION AND ALL CONCEALED CONNECTIONS SHALL BE LISTED FOR THE INSTALLED USE. 70 (7) SEPARATE RUNS - EACH TO CONTAIN (3)#2 & (1)#6CU IN 2" PVC CONDUIT. EACH RUN TO CONNECT TO POINT -OF -CONNECTION FOR EACH MODULAR UNIT. CONNECTION BY ELEC. CONTRACTOR. SECONDARY SURGE ARRESTOR (120/240V, I PHASE, 3 WIRE) WITH "OWHX" LISTING. 9O EC SHALL PROVIDE (2) 4" X 4" X 8' CONCRETE PEDESTALS WITH UNISTRUT MOUNTED HORIZONTALLY BETWEEN BOTH PEDESTALS TO MOUNT SERVICE MAINS AND WIREWAY. 10 600 AMP 120/240 VOLT, SERVICE ENTRANCE RATED, NEMA 3R, 24 CIRCUIT MAIN CIRCUIT BREAKER PANEL. PROVIDE PLAQUE INDICATING "SERVICE MAIN". C ELECTRICAL RISER DIACsRAM NOT TO SCALE Nm .° MET I` a L ci Mt�J ° -v 04-29-20„ m c c m L Y �r u Cie 0 N 0 f✓ Lo C e� � o C � V m � � V AVM -cs Q M 1 06-06-2011 2 3 4 SHEET E-1 OF 1