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HomeMy WebLinkAboutBUILDING PLANS PAGES 31-45R GENERAL STRUCTURAL NOTES: APPLICABLE CODE5: A. CONSTRUCTION SHALL BE IN ACGORDANCE WITH THE 2004 EDITION OF THE FLORIDA BUILDING CODE, 2006 REVISION AND ASGE 1-02. THE ABOVE SHALL GOVERN EXCEPT WHERE OTHER APPLICABLE CODES OR THE PROJECT CONSTRUCTION DOCUMENTS ARE MORE RESTRICTIVE. DE516N LIVE LOADS: A. ROOFS 30 P5F B. WIND I. BA516 WIND 5PEED: 140 MPH 2. IMPORTANCE FACTOR: I=1.00 3. EXPOSURE : C 4. INTERNAL PRE55URE COEFFIGIENT: t.18 5. DESIGN PRE551,1I SEE SCHEDULE FOUNDATION DESIGN: A. DESIGN OF INDIVIDUAL AND CONTINUOUS FOOTINGS 15 BASED ON AN ALLOWABLE BEARING PRE-55VRE OF 2500 P5F (DEAD LOAD PLUS FULL LIVE LOAD), PLACED ON THE NATURAL UNDISTURBED 501L OR COMPACTED STRUCTURAL FILL, BELOW TOPSOIL. B. STRUCTURAL FILL SHALL BE COMPACTED IN STRICT ACCORDANCE WITH RECOMMENDATIONS OF ANDER50H ANDRE CONSULTING E%INEERE, INC., FILE NO, 01-214 CAST IN PLACE CONCRETE: A. ALL CONCRETE DESIGN 15 BASED ON THE " BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (AGI 316-02). B. ALL STRUCTURAL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 P51. 0. PROVIDE CONTINUOUS SHEAR KEYS AT VERTICAL COLD JOINTS AND WHERE 5HONN ON DRAWINGS. D. CONCRETE SHALL BE PROPORTIONED UTILIZING TYPE 11, TYPE II MODIFIED, OR TYPE V CEMENT. E. CONTRACTOR SHALL NOTIFY STRUCTURAL ENGINEER OF COLD JOINT LOCATIONS PRIOR TO OR DURING CONCRETE FORMING. F. ALL EXP05ED EDGES AND CORNERS SHALL BE GHAMFERED 1/2 INCH. G. ALL ANCHOR BOLTS FOR BEAM AND COLUMN BEARING PLATES SHALL BE PLACED WITH SETTING TEMPLATES. H. EXPAN510H BOLTS WHERE REQUIRED (SEE 5TRUGTURAL STEEL), SHALL BE LOCATED AT A MINIMUM OF FIVE BOLT DIAMETERS FOR CONCRETE EDGES AND SPACED A MINIMUM OF TEN BOLT DIAMETERS, UNLE55 NOTED OTHERWISE ON DRAWIN65. I. PROVIDE SLAB CONTROL JOINT5 AT 16 FOOT MAXIMUM SPACING EACH WAY. 5LAB REINFORCEMENT SHALL CONTINUE THROWN THE JOINT. CONTROL JOINT5 SHALL BE A MINIMUM OF 1/4 OF THE 5LA13 DEPTH, AND MAY BE PROVIDED BY SAWING, TOOLING, OR FORMING. SAWING SHALL BE STARTED AS SOON AS P0551BLE AFTER CONCRETE HAS SET WITHOUT CONCRETE RAVELING. WHERE APPLICABLE, JOINT LOCATIONS SHALL BE COORDINATED WITH THE ARCHITECT TO ALIGN WITH JOINT5 FIN151 E-5. A. ALL DETAILING, FABRICATION, AND PLACEMENT OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE AGI MANUAL OF CONCRETE PRACTICE. B. EXCEPT WHERE OTHERN15E NOTED ON THE DRAWIN65, REINFORCING BARS SHALL CONFORM TO A5TM SPECIFICATION A615, LATEST EDITION, INCLUDING SUPPLEMENTAL REQUIREMENTS, AND SHALL BE GRADE 60. G. AT SPLICES IN CONCRETE, LAP BARS 36 BAR DIAMETERS. AT SPLICES IN MASONRY, LAP BARS 48 BAR DIAMETERS. AT CORNERS, MAKE HORIZONTAL BAR5 CONTINUOUS OR PROVIDE CORNER BAR5. BARS INTER5E6TIN6 AT RE-ENTRANT CORNERS SHALL GROSS, WITH EACH ENDING AT THE FAR FACE OF THE WALL WITH A STANDARD HOOK AT STANDARD COVER VNLE55 NOTED OTHERWISE ON THE DRAWINGS. AROUND OPENINGS AND STEPS IN WALLS, PROVIDE (2) a55 EXTENDING 2'-0 BEYOND EDGE OF OPENING OR STEP. MCE55 NOTED OTHEM15E ON DRAWIN65, HORIZONTAL BAR5 AT THE TOP OF THE GRADE BEAMS SHALL BE SPLICED ONLY AT MID5PAN BETWEEN PIERS, AND HORIZONTAL BOTTOM BARS SHALL BE 5PL16EP ONLY AT PIER GENTERLINE5. D. EXCEPT AS NOTED ON THE DRAHIN95, MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE IN ACCORDANCE WITH AGI 318-q5. E. WELDED WIRE FABRIC SHALL CONFORM TO A5TM SPECIFICATION A-185, LATEST EDITION. F. FOR MINIMUM REINFORCEMENT OF MASONRY, SEE MA50NRY NOTES BELOW. G. MASONRY JOINT REINFORCING SHALL BE MILL GALVANIZED TFV55 TYPE WITH 9 GAGE 51DE WIRE5 AND q GAGE GROSS WIRE5 AND SHALL CONFORM TO A5TM A-82, LATEST EDITION. AT SPLICES, LAP 51DE RODS 6" MINIMUM. AT CORNERS, PROVIDE PREFABRICATED CORNER SECTIONS, A. CONCRETE MASONRY UNITS SHALL BE MODULAR, SHALL CONFORM TO ASTM GqO, GRADE N, TYPE I, AND SHALL BE PRODUCED WITH LIGHTWEIGHT OR NORMAL WEIGHT AGGREGATE. B. MASONRY UNITS SHALL BE LAID IN RUNNING BOND. MINIMUM CLEAR DIhEN51ON OF VERTICAL GORES SHALL BE 2 INCHES BY 3 INCHES. C. UNLE55 NOTED OTHERN15E, BOND BEAMS SHALL BE FORMED WITH VERTICALLY VOIDED UNITS WITH PRECUT KNOCKOUT GR055WALL5. D. MORTAR SHALL BE A5TM 0270, TYPE M, WITH AN AIR CONTENT NOT LE55 THAN II PERCENT. E. COMPLETED HEAD AND BED JOINT5 SHALL BE FULL OF MORTAR, AND STRUCK FLUSH ON BOTH FACES. F. GROUT SHALL COMPLY WITH A5TM 04T6, SHALL HAVE A MINIMUM 28-DAY COMPRE551VE STRENGTH OF 2000 P51, AND MAY BE FINE OR COARSE TYPE. GROUT SHALL HAVE SUFFICIENT CONSISTENCY FOR POURING WITHOUT SEGREGATION, AND MAY BE GOL50LIDATED BY STICK OR VIBRATOR. 6. NEWLY LAID MASONRY SHALL BE PROTECTED FROM RAIN, OR GOLD WEATHER, AS REQUIRED, FOR 24 HOURS. H. VERTICAL CONTROL JOINTS SHALL BE PROVIDED FULL HEIGHT OF MASONRY WALL AS LOCATED ON THE DRAWINGS. THE JOINT SHALL BE PROVIDED A5 A CONTINUOUS HEAD JOINT WITH THE MORTAR RAKED BACK 3/4 INCH AT THE EXPOSED FACE(5) AND 50 PERCENT OF THE HORIZONTAL REINFORCEMENT GUT AT THE JOINT. THE JOINT SHALL THEN BE CAULKED TO SPECIFICATIONS. A. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND ERECTED IN ACCORDANCE WITH A15G "SPECIFIGATIONL5 FOR STRUCTURAL STEEL BUILDINGS", 1989, AND "CODE OF STANDARD PRACTICE", 1986. B. STRUCTURAL STEEL ROLLED SHAPES, INCLUDING PLATES AND ANGLES SHALL BE A5TM A36.TU13E 5HAPE5 SHALL BE A5TM A500 GRADE B. G. ALL BOLTS, INCLUDING ANCHOR BOLT5 SHALL BE 3/4" DIAMETER AND SHALL BE A5TM A301 UNLESS NOTED OTHERN15E ON THE DRANIN65. D. UNLE55 SHOWN OTHERWISE ON THE DRAWIN65, FRAMED BEAM CONNECTIONS SHALL CONSIST OF PAIRS OF 1/4" ANGLES USING THE MAXIMUM NUMBER OF BOLTS GALLED FOR IN TABLE II -A OF THE A15G MANUAL. E. DETAILS OF CONNECTION STEEL AND HARDWARE USED FOR JOINING TIMBER MEMBERS TO EACH OTHER AND TO THEIR SUPPORTS SHALL BE COORDINATED WITH THE TIMBER SUPPLIER. F. ALL HELPING SHALL BE DONE BY A CERTIFIED WELDER IN AGCORDANCE WITH AI51, AND AW5 5PEGIFIGATION5 AND RECOMMENDATIONS. G. EXPAN51ON BOLTS SHALL BE APPROVED BY THE ENGINEER AND SHALL BE WEDGE TYPE WITH THE FOLLOWING MINIMUM EMBEDMENT5: 1/2" VIA. BOLTS - 4'; 5/8' VIA. BOLTS - 4 1/2'; 3/4' VIA. BOLTS - 5". H. HEADED ANCHOR STUDS (HA.5) AND DEFORMED ANCHOR STUDS (D.A.5) 54ALL BE ATTACHED TO THE STRUCTURAL ELEMENTS WITH A WELDING MACHINE APPROVED BY THE STUD MANUFACTURER, IN ACCORDANCE WITH THE MANUFACTURERS WELDING SPECIFICATIONS. I. DELAY PAINTING WITHIN 3' OF FIELD MELDS UNTIL HELPS ARE COMPLETED. A. EXCEPT WHERE NOTED OTHERWISE, ALL 2" LUMBER SHALL BE 5NTHERN PINE 545 NO. 2 AND BETTER, AND ALL SOLID TIMBER BEAMS AND POSTS SHALL BE SOUTHERN PINE NO. I. B. STUDS SHALL BE 5TUD GRADE AND BETTER SOUTHERN PINE OR MIXED 501 PINE. UNLESS NOTED OTHERWI5E, AT EXTERIOR WALLS, USE 2X6'S e 16" O/C AND AT INTERIOR WALLS, USE 2X4S O lb" 01 5TUD5 OVER V-O HIGH SHALL HAVE SOLID BLOCKING AT MIDHEIGHT. G. PLATES BEARING DIRECTLY ON TOP OF CONCRETE AND WOOD FRAMING MEMBERS, OTHER THAN POSTS BEARING ON STANDOFF BASES, LE55 THAN 18" ABOVE GRADE, AND ALL WOOD EXPOSED TO WEATHER, SHALL BE TREATED FOR MOISTURE RESISTANCE. SEAL BOTTOM OF EXTERIOR POSTS FOR RESISTANCE TO M015TURE ABSORPTION. D. SOLID SAWN TIMBER OTHER THAN 2" LUMBER, SHALL BE ROUGH SAWN TO NOMINAL DIMENSIONS INDICATED ON 114E DRANUN65. E. ROUGH 5AT^N LUMBER SHALL BE GUT FROM SELECT SOUTHERN PINE. El. ROUGH SAWN LUMBER AND ROUND TIMBER SHALL BE GRADED BY A QUALIFIED TIMBER GRADING AGENCY APPROVED BY THE COUNTY BUILDING DEPARTMENT AS FOLLOWS: I. MINIMUM ALLOWABLE FLEXURAL BENDING 5TRE55 FOR BEAMS SHALL BE 1500 P51 AT NORMAL LOAD DURATION. 2. MINIMUM ALLOWABLE HORIZONTAL SHEAR 5TRE55 FOR BEAMS SHALL BE 10 P51. 3. MINIMUM ALLOWABLE MODULUS OF ELASTICITY FOR POSTS OR BEAMS SHALL BE 1,600,000 P51. F. PROVIDE SOLID BLOCKING AT SUPPORTS FOR WOOD JOISTS. PROVIDE J015T SPACE BLOCKING AND WALL 5TV05 (THROUGH TO THE FOUNDATION) DIRECTLY BELOW BUILT UP COLUMNS AND SOLID POSTS INDICATED ON THE DRAWINGS, WITH AREAS EQUAL TO THE AREAS OF THE MEMBERS ABOVE, UNLESS NOTED OVERWI5E. G. REP051TION JOISTS AS REQUIRED TO CLEAR PLUMBING. H. PROVIDE WIND/5EI5MIG ANCHOR AT SUPPORTS FOR ALL ROOF J015T5 AND TRU55ED RAFTERS, OR PROVIDE ANCHORAGE CONSISTENT WITH STANDARD PRAGTIGE IN THE REGION. UNLE55 NOTED OTHERWISE, ANCHOR J001I fff r. 1" A. ALL GROUT (DRYPAGK) BENEATH COLUMN BASE PLATES OR STEEL BEAMS AT BEARING SHALL BE NON -SHRINK, "EMBEGO", 'FIVE-STAR" OR EQUAL. ALL EXPOSED GROUT, SUCH AS AT MACHINERY BASE PLATES SHALL BE NON-5HRINK , NON-METALLIC, 'FIVE STAR" OR EQUAL. GROUT (DRYPAGK) AND EPDXY: A. ALL GROUT ORYPAGK) BENEATH TIMBER OR STEEL GOLUMN5 OR BEAMS AT BEARING SHALL BE NON-54RINK, NON-METALLIC, "FIVE-STAR" OR EQUAL. B. EPDXY USED IN CONNECTIONS SHALL BE A HIGH MODULUS, TWO -COMPONENT, M015TURE IN5EN51TIVE, 100 PERCENT SOLIDS, THERMOSETTING MODIFIED POLYMID EPDXY COMPOUND 51GH AS 51KA "SIKALX R HI -MOD SERIES. CONSISTENCY SHALL BE EITHER PASTE OR FLOWABLE, DEPENDING ON SPECIFIC APPLICATION. G. EPDXY SHALL BE APPLIED TO GLEAN SURFAGE5, FREE OF L005E PARTICLES, IN STRICT ACCORDANCE WITH PRACTICES RECOMMENDED BY THE EPDXY SUPPLIER. N; : 1 a III 1503311OME 1.1116 IL 1:. I A. DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION ARE 5HOWN FOR BIDDING ONLY. B. CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY EXISTING CONSTRUCTION TO VERIFY DIMENSIONS, ELEVATIONS, ETC. WHICH AFFECT THE WORK 5HOWN ON THE DRAWINGS. C. REPORT ANY VARIATIONS OR DISCREPANGIE5 TO THE ENGINEER BEFORE PROCEEDING. 5TFJXTURAL ERECTION AND BRACING REQUIREMENTS. A. THE 5TRUCTURAL DRAWIN65 ILLUSTRATE THE COMPLETED STRUCTURE WITH ALL THEIR ELEMENTS IN THEIR FINAL POSITIONS, PROPERLY SUPPORTED AND BRACED. B. THE CONTRACTOR, IN THE PROPER SEQUENCE, SHALL PROVIDE SHORING AND BRACING AS MAY BE REQUIRED DURING CONSTRUGTION TO ACHIEVE THE FINAL COMPLETED STRUCTURE. SHOP D� Cp}INIj . A. FURNISH (1) PRINTS EACH OF SHOP ERECTION DRAWING5 FOR METAL TRUSSES TO ARCHITECT FOR REVIEW PRIOR TO FABRICATION. FOOTING SCHEDULE SYMBOL TYPE IPTION -III-III III -I I1 2'-q• 1'-0' DP X A =III-1 I I I I=� III r=11. II-T 4 -11I GONT. (3) a5J BOTT.1 GONG. FT6 N 3' GLR. e =III=11I 1' 2'-q" -I -III 11= I.A. GONT (3) (3) 11-0' DP X GONG. FTC,W/ a5 3' GLR. e 11=11. 11=1 _4 -I��I-III=III BOTT i' O I ITiL III =� 1'-4' (2GONi' 1'-0' DP X (OC14LG. FTC,W/ O II=1 II-1 4 ITT 2'4•X"I "DP X o III III III I111111=1 III 'GANG. FTC,rU (3) , B' GLR O � 2-4' 3' GLR. E O III=III III 1- llil-1 I 11=j 3'-0" X 1'-0' DP X GOM,' GONG. FTG W/ (3) >•5 T 6 B, 3' GLR. .III O BOTT., 2' GLR e -3-0" TOP F O -111=1 =111= 11 IT-1 i 1=T 4'-0 SQ. X 1'-0' DP PTO W/ as EA. H EA. Y 3' GLR.R. O II=11 I-1 4 1T11 =1I1=1I I 1' 4'-O' COLUMN. SEE PLAN 6'-0" SQ. X 1'-19" DP OG -III=1 75 III = =1 - _� 1- Q GONG. FTG W/ IR, MS EA. WAY 3' GLR 0 BOTT. -11111=71,IT =11i COLUMN. SEE PLAN 1'-6 SQ. x 1'-0' DP O - GO EA. . FT6 W/ (8) �b Y 3' GLR. O -I =III I I -I 4 BO 71 111-III=III-III i' COLUMN. SEE PLAN q'-4' 50. X 1'-4' OP 1 -III-III-I =� - � I -I I =III I I=1 4 GON)G. FT( N (q) al EA.IWAY 3' GLR. O BO1"T ' � ITT=III=III=III i' W-4. COLUMN, SEE PLAN -III=III-1=� BI- Cow. EA. ' 50. x 1'-0' DP FTG W/ (9) a6 WAY 3' GLR. e -11111 II-1 4 BO ' III=III=III=III 1' GCLUMN. SEE PLAN T'- ' sQ. X 1'-0" DP O MITI-III=1 jr 11= =1 - CO EA, . FTC, N/ (9) Wi WAY 3' GLR. o -1 I-1 4 BOTT ' III-III=III=III 1' T-6" COLUMN. SEE PLAN q'- ' No. X II'-%, LG O a5 =1= I _ ab - X 1-0' YU (11) DP GONG. FTG ab LO%IT., T 6 _ B, GL ' GLR. o BOTT., 2' O TOP, a5 -11 T=11i= I=111 1 V. a 12' o/c T 6 B SHOWN 6X6 CAO WYF 8' "CONIC. FTC, O I )a5 X W/ bXb P& 10/10/10 YTNF II AA.. II NOTES: I) ALL FOOTINGS f'c=4000 P51 2) CENTER ALL FOOTIN65 UNDER WALLS E COLUMNS, U.NA. 3) T.O.F. ELEV. 24' B.F.F. (LINO) 4) GROUT ALL GMU WALL5 SOLID BELOW GRADE DESIGN WIND LOAD SCEDULE (PSF) WIND ZONE ZONE a4 (INTERIOR) ZONE a5 (EXTERIOR) INWARD OUTWARD INWARD OUTWARD MEAN ROOF HEIGHT 30'-0" OR LE55 25.1 -22.0 35.1 ALL WALL 42.1 -46.2<�> 42.1 -57.1 OPENIN65 DESIGN 15 BASED ON POMA 5HJTTERS OF WEST PALM BEACH (OR EQUAL), WITH DADE COUNTY APPROVAL ACCEPTANCE NUMBER 95-011-106 A5 APPROVED 16 APRIL 1ggb. ZONE '4" 15 THE INTERIOR ZONE. ZONE 5" 15 THE EXTERIOR ZONE MICH 15 BASED ON THE FOLLOWING 1096 OF EWKALL WIDTH = (O.IOx66.00') 6.60, 40% OF MEAN ROOF HEIGHT = (0.40)x3o) 12.00' CONTROLS 'A" 4% OF LONGEST WALL = (0.04)x68.0)' 232' 3 FEET (MINIMUM) 3 FEET(MIN) DE-51ON 15 BASED ON ASGE 1-02, 140 MPH WINDS, EXPOSURE 'B", AND AN IMPORTANCE FACTOR =1.00 ABOVE TABLES FOR WIND LOADS ARE BASED ON COASTAL OR NON -COASTAL BUILDING ZONES FOR ANY TRIBUTARY AREA ON THE BUILDING AND THE ROOF 51-OPE GREATER THAN 10' BUILDINGS ARE GATER60RY I FOR THIS DESIGN. 6.0. NOTE, ALL OPENINGS ARE ZONE GLAZING TO BE PROVIDED O WITHSTAND MAX. PRESSURES 5HOAIjV�' IN TABLE. " II 2 2 A {' }A} I 4 Oj 5 A PLAN ELEVATION 3 CONCRETE BEAM SCHEDULE ITEM WIDTH DEPTH LAYER (1) LAYER (2) LAYER (3) STIRRUPS 5TIRRUP NOTES SPACING 2B-I 12, 24" (2) a5 (4) Ol (2) a5 a3 10" o/c 8'-0' EA. END 25-2 12' 24" W «5 (2) #5 (2) #5 a3 10' o% FULL LTH RB-I 12' 24" (2) a5 (3) a5 (2) •5 u3 10" o/c 4'-0" EA, END RB-2 12, 24" (2) •5 (2) •5 (2) r5 #3 10" o/c FULL LTH RB-3 B' 18" (2) %5 (2) #5 WA #3 b" o/c 3'-0- EA. END 3. 3"t "STIRRUP5 IN B' BM TO BE b' WIDE, SKEW IN FORM 1• I LAYER (1) •I`. • 2" GLR (•:. ':.•.: ,-: '•.':;; I I., �. TYPICAL .".::. •.. ....•'s'•t",.". ALL SIDES LAYER (3) �;:: ;,'`'.�;?�.*'.•' 3' LAYER 2 • • • BM WDTH LE55 4' ' 3'a" CHAMFER WIDTH ALL EXP05ED �"3 STIRRUPS E06E5 IF DESIRED ALL REINFINFORMMENT 6R-60 ALL CONCRETE f'6=4000 P51 NAILING PATTERN SCHEDULE NAIL TYPE NAILING PATTERN I aB 5T5 4" O.G. a ED&E5 6" O.G. O INTERMEDIATE FRAMING 2 #8 5T5 4' O.G. a EDGES, b' O.G. o INTERMEDIATE FRAMING 3 #a 5T5 4" O.G. e EDGES 4' O.G. O INTERMEDIATE FRAMING PRECAST LINTEL SCHEDULE 3 4 6 05 106 NOTE5: "F' DENOTES GROUTED LINTEL 'OB' DENOTES NO XTRA REINF. REOV "IB" DENOTES ONE a5 ADDTL READ IN BOTT. OF LINTEL 'IT' DENOTES ONE a5 ADDTL REGV IN TOP OF LINTEL RfT• LENGTH TYPE 4'-0' 48") PRECAST BF8-OB 4'-b' (54'7 PRECAST BF8-OB l'-6' (90') PRECAST 8F8-IB b'-6' (lB7 PRECAST 12F8-IB 1'-b" (qp^) PRECAST 12F8-15 TOP GONT 2" 025L1j "DN BAR 0.25 Li* or L2* I" GLA55 "B" 0.25 L1* SPLINE AT or L2" MI05PAN INT " 0.25L2* i'G' BA or L3* pL� BOTT 1 1/2" GL 3" STIRRUPS 31,13" 0 BOTT I GL STIRRUPS 3' SEE SCHEDULE 6,� 4 (END SPAN) e:: SEE SCHEDULE V. L2 (INTERIOR SPAN)p� "G" BAR : TOP BAR AT INTERIOR SUPPORT (IN ADDITION TO TOP CONT BARS) PLACE IN SAME LAYER AS TOP GONT BARS (U.O.N.). LOCATE AT RIGHT SUPPORT OF SPAN INDICATED IN SCHEDULE. "D" BAR : TOP BAR AT EXTERIOR SUPPORT (IN ADDITION TO TOP GONT BARS) PLACE IN SAME LAYER AS TOP GONT BARS (U.C)A.). "INT" BARS : INTERMEDIATE BARS LOCATED AT A SPACING EQUAL TO THE WIDTH OF THE BEAM BUT NOT GREATER THAN 12" ABOVE BOTT BARS. IF MORE THAN ONE PAIR, PLACE IN LAYERS OF TWO. GLASS "B" a4 23" a8 12" TENSION SPLICE a5 2q" a9 80" (3000 PSI ab 35" a10 91" GONNRETE) al 63" all 101" * WHIGHEVER IS GREATER. NOTES : DIAGRAM A 1 1 2" _ = rllL/2- C � #=� INTERIOR BEAM SPANDREL BEAM WHEN ADJACENT BEAMS OR TIE BEAMS HAVE TOP GONT BARS OF DIFFERENT SIZE, THE TRANSITION SHOULD BE MADE AT M105PAN OF THE BEAM WITH SMALLER 50HEDULED BARS. USE LAP SPLICE LENGTH OF SMALLER SIZE BAR. (2L ) - INDICATES BARS PLACE IN TWO LAYERS. WHERE BARS ARE PLACED IN TWO LAYERS, THE SECOND LAYER BARS MUST BE PLACED DIRECTLY UNDER BARS IN THE FIRST LAYER (IF TOP BAR) OR DIRECTLY OVER BAR IN THE FIRST LAYER (IF BOTT BAR). PROVIDE I" CLEAR DISTANCE BETWEEN LAYERS OR ONE BAR DIAMETER, WHIGHEVER 15 THE GREATER DISTANCE. SCHEDULED BEAM 51ZES[:SEE DIAGRAM A I "B" INDICATE5 BEAM WIDTH DIMENSION. WHEN BEAM 15 OVER A BLOCK WALL, USE ACTUAL BLOCK WIDTH ( -7 5/8" or II 5/5" ). "H" INDICATES BEAM DEPTH DIMENSION. LESS 1 1/2" FOR RECESS FOR BLOCK WALL DEDUCTED WHERE APPLICABLE, OR MINIMUM DEPTH IN A VARIABLE DEPTH BEAM. COORDINATE BEAM CONFIGURATION WITH ARCHITECTURAL DRAWINGS. TYPICAL BEAM BAR PLACEMENT DIAGRAM N. T. S. OSED WORK THESE PLANS ANp ALLY COORRECTIONS �p SU®JEBY FIELD INSPECTORS THAT REQUIREDNECESSARY IN ORDECopES. MAY BE ITN ALL APPLICABLE COMPLY W COLUMN SCHEDULE ITEM WIDTH DEPTH VERTICAL COLUMN NOTES P.EINF. TIES G-I 24" 24" (4) a 6 SEE BELOW GMJ COL. BLOCK G-2 b" b" WA �EpW TS b X 6 X 3/e COLUMN TYPE 24' SQ, GNfJ COL. W/ (4) pb VERT., a3 TS b X b X %D CLOSED TIES O ®� fy=50 ksl FILL ENTIRE 8' o% X CAL.YTI 3• T. COLUMN PLATES TS 6'xb'x%q' 4" 4" 8" COLUMN GAP E Yi x9'XO'-B' BASE E V'i XI2'XI'-O' (4) °,(y'm HOLES FILE COPY 'IT rn It 4) -/% 11 IDLESui � U o w ISSUE DATE: DEC. 11, 2007 REVISIONS t. 2. 3. a. 5. 6. 7. 8. s. 10 tt. 12. PRINT DATE: a W N a. O H V1 J O Q U (n ~ � � U LLI O Z PROJECT Y: 07-076 SHEET M: S-4 TO O4P1' ID E 28� 10" U.,e.. 26A" iPn m. 10-AUSS-73 48" ON OF m —4- CDn CDn vWvvvvllv7vvvotdvvvvvvlNvvv7 e i v 0 0o vovvvv vvvv v vvvv�p v000�poovorj vvvgvv 81 8 US P LA C FLA I TE, N 11 4'-61* FG3 IIC8G K4 iE PLAN AN ALL PROPUbt JD SUBJ CT O ANY CORRE, :61UIRE BY ELD INSPECTO MAY BE EC SSARY IN ORD �nnplV aTH ILL APPLICABLE FILE 12 403 8" TRUSS HEEL it. This drawing is intended for time placement of ]Light Gauge Steel Trusses and their associated components. The design of the building as a whole is the responsibility of the WOK erngnnneer of record, see the arc'nitectuurall or structural plans. ION THAI 2. Installation personnel shall be responsible to follow procedures set forth in the fillet TO installation guide for cold forrmmedl stee¶ roof trusses, this nrmformrn26orn package is included with :ODES. engineered shop drawings. Any uumsafe condition mot covered by this pamphlet should be brought to time attention of owner/ general contractor. Bo Make no modifications to trusses or materials within ?Prnns Muss rpacteage wnttnouut permission of The Monarch (Comrmpany and/ or Karl F. ]Lederer Engineering. 4. See individual engineering sheets for forces, reactions and uplifts of each individual truss component. Truss anchors are indicated by a number or a letter in a circle, see the corresponding en&eerdng sheet at the end of the truss package for ;proper truss anchorage. Sa All bearing material,widths, dimensions and elevations represented on these drawings were (OW&OPY taken directly from architectural and/or structural drawings jpfmrided by the general contractor or owner. It is the resjponsiblty of the bul der to verify all bearimg conditions prior to the manufacturing of the truss components. Any charges made after these drawings are approved will resent in additional charges. fa Changes mmade that vary from the kind drawings provided by the contractor and/ or owner mayalso result in additional charges. 7.1ght gauge metal trusses must the erected by quuaIllnfned personnel. Acceptance of a contract to install said material assumes tl�at the contractor is farrnar wits the general practices annd jproceeduares set forth by The ]Light Gauge Steel Engineers Association ]Field Trista lation Guide for Cold -Formed Steel Roof Trusses, IBIEA UNG ELEVATION 0 IT -ON ® 199_( o C1 RxW n Nor nQvVn.,r rot Review 39 P grojeot v ColitlwJt,: 2800� oo the job sit ; or or to teehr c pli Reviev: an aF:N• contractd wins rl APPROVAL SIGNATURE YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION TO PROCEED WITH FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, INCLUDING ROOF PITCH, HEEL HEIGHT OVERHANGS, ETC 3) TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS TRUSS LAYOUT. 4) I HAVE AD AND UN RSTAND ALL NOTES AND WARNINGS ON THI PAGE AGREE Ig BE BOUND BY THEM SIGNED TI TILE — DATE REQUESTED T USS SHIPMENT DATE X ;cu r�s. PA _44� a et F.roc � °e4as. THTP, � ONARCH COMPANY c w ttw COLid lFOitdL D ttT"AL °1C1EUSS FABRICATION AND "TIS'EALLA7fT®N 4001 SE CONK ERCE AVENUE STUART, FLORIDA 34997 O`t 772-283-4001 / FAX 772-263-3999 OOJAM pOAIFFN w@'1TIDEMONA"TC;r�CON?ANY.COM STATE OF FLORIDA PROFESSIONAL ENGINEER KATI L IF. =DTETETR, 711.710 lF]LOREDA P.a#41917 16500 VAN GOG Hl BLVD. ]LOXA-IlATACff 11[]E]E, FL. 33470 E611-422-3211 d STILES RNGRNEERING RESTAURANT/ OFFICE P-1. ST.::JCIIE FLOREDA rProject7 Sheet Date 4/29/08 T1 DRAWN BY: JOHN GAFFNEY f D—SIZE Scale 1 /8$' = 1'-0" I CLa2 —T sNuI- '�5„ LGI 2'-10" ]FASTEN 4X 4ANGLE TO TRIS ENDVIERnCLE WITH (22) #12 TEX SCREWS ]EA HI SIDE L4 X 4 X I/4" ANGLE 30 (5/8" ° ANCHORS) TO SOLID CONCRETE (50DO ?S7 ELEVATOR SHAFT WALLS. OE°Tp�� 1 pp M C7,K CDI CDI � 6K 3K 6K CD ED CD ?N �� 2G C8K c (ClK 0 �® ]EIS RpNq SP C1fAL`CY F GERS ]B . Un D]EIR SFI IID1E°JTAnM I w ]EIS 5K CNA Sim ® -GR E AA(r;�11 AO AEGI ul GO1EC'RION. T5K 5K TO AND BO OM P T3K � 3K � 10' 6" >PBA1 LINE TF PTO ACC ®� ��,� ]EO1FlP c�cCv�A �0 WORK �� M ROppSE S � AND A�� RE SON PLA OR 1HA SE N TO A C i T gUB I CT SPECIO TO ` M �e NgU1RE 6y F1ELD W ORD DES o ® RE Ay 8 NECESSA p11GPa CO � � � O® Ply ITHALI C8K B ® u CIK ® �2G M CN �a 4K Ln 6K 5K 6K 4K CO11 ClK 71D 'M"NT CONNIF�CTrn. k LACTPES in APPROVAL SIGNATURE YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION TO PROCEED WITH FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, INCLUDING ROOF PITCH, HEEL HEIGHT OVERHANGS, ETC 3) TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS TRUSS LAYOUT. 4)I HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS ON THESE PAGES AND AGREE TO BE BOUND BY THEM SIGNED TI TLE DATE REQUESTED TRUSS SHIPMENT DATE STATE OF 1F1LORDA PROP ESSTONAL EINGHN E]ER KARL Fe IC EDERER P.H. FLORIDA P. E. 41911'Y 16500 VAN OOGH BLVD. LOXAHiATACHEE, TIFL, 33470 5611-422-32115 cCRI CR THiEl MONARCH (COMP mGB CCII.D FOR= NETAL MUSS FARECAITON AND INSTALLATION 4001 SE COMMERCE AVENUE STUAIRT,1FL0118MA 34997 772-283 40D1 / ?AX 772-283-3999 JIOARFN E V(0,M0NARCHC0MPANYC C0M STILES ENGINEERING ST LUCIE OAKS RESTAURANT/ O]F]FgC1E PT. ST. L UCTE LFILORFIIDA KBO K6 K5 K4 K3 KI G ]Em ]Em q (C8K Er2 LZG1 RG (CRI Project Sheet Date 4/29/08 lJ�2� DRAWN BY: JOHN GAFFNEY D—SIZE Scale 3/16" = 1'-0" I ■ a a U E— P :1 PP CANAL METAL GhY Mnwwatanmsuw�uuteuurueuWllumluuu�uuulu�nuuumu�rW ,ELECTRIC 0--GUARD HOUSE METER LJ 90.0. a METAL CONST. 6" w IXAS .. SEWER 3Q Svc. C.O. bI 8- GRAVITY 6" SAN. SVC. 10' WIDE UTILITY EASEMENT (OR BOOK 1158, PG 337) C.O. wl 4" WTR. SVC. D(LSK SEW! SVC CO. S. L. R. D. D. No. 28) w 00 to e 7EXIST. CB t� FIRE''- E-i EXIST. CB CONST. 6 _ 0 \NSTALL FIRE HYDRANT 6" FIRE LINE TO BLDG. 4" WTR. SVC. LINE FIRE SPRINKLER SYSTEM TO BLDG. APPROXIMATE LOCATION OF FPL PAD MOUNT TRANSFORMER, VERIFY WITH UTILITY COMPANY 3 a } _ UNDERGROUND ELEC. FEEDERS, SEE SHEET E-4 Sm G SEIIIER �) s REMOVE EXISTII POWER POLE HOUSE B1 b-C. tu t HOUSE B-: i-0 ELEC. ROOM Krmuvr EXISTING POWER POLE �__..._...I P.P. f r END MITERE END i THESE PLANS AND ALL PROPOSED WORK AND SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. �1 — (2)-4" AND (4)-2" CONDUITS OUT FOR ALL COMMUNICATIONS ^ v J Z STUB -OUT COMMUNICATIONS CONDUITS TO BELL SOUTH VERIFY EXACT LOCATION. i Q I I J ' yI t 4 FILE COPY 12113107 • ISSUED ` FOR & �•Q CONS LTM B4t1P®i4 PERMIT Stuart, East Sth St. Florida 34994 (772)286-8696 Certificate of Authorization No. 3988 YATES ^'I RAINHO Y'. * ARCHITECTS INC. USTOM RESIDENTIAL COMMERCIAL AA-0002536 5707 SOUTH DIXIE HIGHWAY, STE 8 1 WEST PALM BEACH, FL. 33405 TEL:561-493-1500 FAX:561-493-1560 EMAIL: yrades@bellsouth.net }I www.yra-design.com MEMBEt date; 12-13 07 approved. DAW Job not 27046 revisions CIO •U c O J r U- m Q w U J W U N ° of O cri U J _ z •V Y SEAL David A. Wojciozak, P.E. DEC 2 12007 License No. 32091 sheet no. E I Of 7 ahts Copyright © 2007 Yates Rainho Architects r 'Q 0 W OA m U A-1 1 -1 2 C VIA TC-1 A-1 12-1 2 C VA TC-1 WP GFI 0 STUB 1-112" CONDUIT INTO FUTURE TENANT SPACE FOR POWER I FUTURE 1 I AHU 1 E( I I STUB 1-1/2" CONDUIT INTO — FUTURE TENANT SPACE FOR POWER A-3 12-1 VA TC-1 A-16 18 12-1 2 C © 3O 0 ----- ®-1t L t /I A-26 s j 12-1 2 C �5 4 P TO FRCP - t A-24 -1 2 C r . FUTURE AHU r------ j�------i O 12A13 2C I I I ♦ GFI T �y J 30 NF2 AHU A-1330 1 O 0 3 R t J A-34 AHU A 1 -1 2 C SHUT DOWN 2FACP GFI Sm /S GFI A-26 12-1 2 C FUTURE I AHU 0 EF 100 © 1 CFM ------ J GFI ------------------- STUB 1-112" CONDUIT INTO FUTURE TENANT SPACE FOR POWER TENANT PANEL 12-1 C J M A-5 1v2-1c-12 C A r LJ 0 O A-2 4 :F 100 2 C GFI O 8 0 xO 42) 5 12-1 C VA Tc—I IN A-28 12-1 2 C A-8 10 12-1 2 AHU 3 30 2 NF A-32 i i 7 12-1 2 C A-28 12-1 2 C FIRST FLOOR ELECTRICAL PLAN SCALE. 3116" = l'-O" NOTE: I•) CONDUIT IS 1/2" WITH (1)-112 LINE, (1)-112 NEUTRAL, AND (1)—#12 GRD. UNLESS OTHERWISE NOTED. A-6 12-1 2 C WP -16 GF1 Q A FILE COPY A-12 1 -1 2 C WORK S wD p`L P �oR �iIOHA '[HEE D S� EC11O �j SPECIO S ZO 3 j 00 BE NECES ARy m ORD CODES' REp,U1RED 1�,P81E Go PLV WIZH �l PPP i� A-6 12-1 2 C A-3 12-1 2 C VA TC-1 A-1 12-1 2 C VA TC-1 101 O NYA W10JC✓ESZAK g ASSOM7ES, IVG GCNXL7 M0 E GMEER3 833 East 5th St. Stuart, Florida 34994 (772)286-8696 Certificate of Authorization No. 3988 dG�77.�"'s3tY4*�+TM,@rtsW'sf 7"'.z=,%4„".ed¢.fW4°•.tt.. RAINHO ARCHITECT`': v INC. CUSTOM RESIDENTIAL COMMERCIAL AA-0002536 5707 SOUTH DLYIE HIGHWAY, STE 8 WEST PALM BEACH, FL. 33405 TEL:561-493-1500 FAX:561-493-1560 EMAIL: yrades@bellsouth.net www.yra-design.com w" MEMBER: m date: 12-13-07 approved; DAW job no: 27046 revisions 04125108 BLDG. DEPT. COMMENTS W it U 0 "V z T `L GO � = U z a 0 J Z .. W U = ° W 7" r O O J ;[ W m �' Q •U r J �x ti*.v SEAL Davidr P.E. P,PR 2 8 204$ Date Signed. License No. 32091 sheet no. ui jr Of % skits Copyright © 2007 Yates Rainho Architects O ,)rr 1 30 NF 2 AH 2 2 0w GFI ® EF 100 3 CFM SHUT DOWN TO FACP Q t r EF 100 4 CFM ;57 C©m 11 O GFI ,re 0 �o FUTURE AHU PIDJ i i FUTURE AHU i i i i VIA TC-1 12—A— 121h A ®R B-35 �7 M S i P cU t C CO NF 2 WP 1 30 2 — — — — — J NF WP FI WP �P B-31 33 12— NF 21I A ` 30 WP P wp J LPWP WPW WP WP J WP �__M —__a.._....--_ FILE C RpppSED W NS PAS AND P` � GpRRO? THPEC S SN D S'3g.fE 6y F ELD INS E ER 10 pRD S, REBo? NEGESsPPQ l-lCPBtE G C60 LV W\SN Pa A 9 FLOOR ELECTRICAL PLAN 3/16- = 1--0- )TE: 1.) CONDUIT IS 1/2- WITH (1)—#12 LINE, (1)—#12 NEUTRAL, AND (1)—#12 GRD. UNLESS OTHERWISE NOTED. WDJCA K g ASSOCL47EA M 0CN9 L7M6VCIIJEffii4 833 East 5th St. Stuart, Florida 34994 (772)286-8696 Certfficote of Authorization No. 3988 YATES RAINHO ARCHITECTS INC. CUSTOM RESIDENTIAL COMMERCIAL AA-0002536 5707 SOUTH DDUE HIGHWAY, STE 8 WEST PALM BEACH, FL. 33405 TEL:561-493-1500 FAX: 561-493-1560 EMAIL: yrades@bellsouth.net www.yra-design.com MEMBER: GCBA date: 12-13-07 approved: DAW job no: 27046 revisions Qt 04125108 BLDG. DEPT. COMMENTS W f� U 0 Z Q T m Q w a _ � Z U w o CIO 0 U 0 0 a J David A. Wojcieszak, P.E. ,�� 2 s zoos Date Signed: License No. 32097 sheet no. a Of 7 shts Copyright © 2007 Yates Rainbo Architects Inc. e PANELBOARD "HOUSE" RATED VOLTAGE 120/208V-3 Phase/4W/5N RATED AMPS 400 MAIN Breaker BRANCH DEVICES Plug -On MOUNTING Surface INTERRUPTING RATING 42,000 SECTION A LOCATION Elec. Room OPTIONS COPPER BUS GROUND BAR KEYED DOOR LATCH BOTTOM FEED, FEED THRU LUGS BUS AMPS DESCRIPTION BREAKER CIR NUM. BREAKER DESCRIPTION BUS AMPS A B C TRIP POLE POLE TRIP A B C 8 Lighting (TC-1) 20 1 1 2 1 20 Receptacles - gfi 9 6 Lighting (TC-1) 20 1 3 4 1 20 Receptacles - gfi 9 8 Lighting (TC-1) 20 1 1 5 6 1 20 Receptacles - gfi q 4 Lighting (TC-1) 20 1 7 8 2 20 AHU-3 10 4 Lighting 20 1 9 10 10 ting 20 1 11 12 1 20 Lighting q ing - Pit 20 1 13 14 1 20 Receptacles 3 ing EF-1 20 1 15 16 2 20 AHU-1 10 ing EF-2 20 1 17 18 10 $all in 20 1 19 20 2 30 AHU-29 20 n emer ( 9) 20 1 21 2220 ng (emerg.) 20 1 23 24 1 20 Lighting 3 e 20 i 25 26 1 20 Lighting (emerg.) 4 20 1 27 28 1 20 Lighting (emerg.) q - Spare 20 1 29 30 1 20 Pit. Receptacle q Surge 30 = 3 31 32 1 20 Elev. Cab 6 33 34 1 20 FACP6 35 36 1 20 Spare37 191 =(2OHP)125 3 38 1 20 Spare 39 40 1 20 Comm.9141 42 1 20 EWC 4 DEMAND LOADS LIGHTING 46 KW RECEPTACLES 7 KW EQUIP. 9 KW ELEVATOR 33 KW HEATING 15 KW DIVERSITY LIGHTING (25X) 12 KW MOTOR (25X) 9 KW TOTAL DEMAND 131 KW 0 CONDUCTORS 2 SETS (3)-3/0 THWN CU NEUTRAL 2 SETS (1)-3/0 THWN CU GROUND 2 SETS j3 THWN Cu CONDUIT (2) 2' • - SHUNT TRIP BREAKER ELEVATOR CONTROL 1-1/2- CONDUIT WITH (3)-#1 THWN CU (LINE) (i)-#6 THWN CU (GRD.) TIMECLOCK SHUNT INTERMATIC T14718R 4PST, 120V, 40A, 2 HP RATED TRIP SIGNAGE LIGHTING B-9,27 TIMECLOCK INTERMATIC T1471 BR 4PST, 120V, 40A, 2 HP RATED BUILDING LIGHTING A-1,3,5,7 ELEVATOR DISCONNECT —� 200A-3F-NEMA-i-HD 208V-30/3W WITH GRD. BAR FUSE AT 125A WITH C.L. DE FUSES PROVIDE WITH AUX. CONTACTS TO POWER CO. TRANSFORMER TO POWER CO. TRANSFORMER TO POWER CO. TRANSFORMER TC-1 (2) 2- CONDUITS EACH WITH (4)-3/0 THWN CU HSE B 400 AMP 1201208 V 30/4W (2) 3- CONDUITS EACH WITH (4)-350 THWN CU PANELB RATED VOLTAGE RATED AMPS MAIN BRANCH DEVICES MOUNTING INTERRUPTING RA ARD "HOUSE" 120/208V-3 Phase/4W/SN 400 Lugs Plug -On Surface ING 42,000 SECTION B LOCATION Elea. Room OPTIONS COPPER BUS GROUND BAR KEYED DOOR LATCH BOTTOM FEED BUS AMPS DESCRIPTION BREAKER CIR NUM. BREAKER DESCRIPTION BUS AMPS A B I C TRIP POLE POLE TRIP A B C 12 PARKIA G LIGHTING 20 2 1 2 1 20 Lighting 6 12 3 4 1 20 Lighting, EF-3 8 12 (TC K/ LIGHTING 20 2 5 6 1 20 Lighting, EF-4 11 12 7 8 4 Sign ( -3) 20 1 9 10 5 Receptacles - gfi 20 1 11 12 5 Receptacles - gfi 20 1 13 14 - Spare 20 1 15 16 - Spare 20 1 17 18 - Spare 20 1 19 20 5 Recept les - gfi 20 1 21 22 5 Receptacles - gfi 20 1 23 24 2 Recepta /es - gfi 20 1 25 26 6 Site Sig (TC-3) 20 1 27 28 - Spare 20 1 9 CU-1 20 2 9 f3334 99CU-2 20 2 9 CU-3 Y0 2 1411421 9 0 CONDUCTORS 2 SETS (3)-3/0 THWN CU NEUTRAL 2 SETS (1)-3/0 THWN CU GROUND 2 SETS 13 THWN CU CONDUIT (2) 2' TIMECLOCK INTERMATIC 774728R 4PST, 208V, 40A, 2 HP RATED SITE LIGHTING B-1,3 B-5,7 HSE A ■---FIB—METERHOUSE CAN 400 AMP 1201208 V 30/4W MAIN DISCONNECT 41- 600A-3P-NEMA-1 120/208V-30/4W/SN 42,000 AIC ENCLOSED BREAKER 1- 3/0 CU GRD. TO 5/8- X 20'-0- GROUND ROD, TIE TO CWP AND BLDG. STEEL. WORK S AA"RO ED THESE PI.PiND Y COBREC1I0HA �p SUBECTO JEBy FOLD INSPRS RFQUIRED ESSAR,( IN ORDER TO MAY BE NEC `gPIJCAB1 E CODES. COMPLY WITS A� r..r., ■ 9 ■ r.ML4 ■ ■ n ■ ■ ■ ■ n ■ ■ 0 no ■ n ■ - - - ■ ■ n ■ ■ ■ ' N ■ 1`l ■ ■ ■ ■ ■ ■ n ■ ■ ■ 400A REST. ■ - METER CAN ■ 1-1 ■ ■ LJ ■ ■ ■ ■ LJ ■ ■ ■ ■ LJ ■ ■ ■ ■ LJ ■ ■ ■ ■ LJ ■ ■ ■ ■ LJ ■ ■ LJ ■ ■ ■ �.�.� ■ ■ �.r.� ■ ■ �.T.0 ■ ■ �.r.� ■ ■ %.r.� ■ ■ ■ ■ %..10 ■ ■ ■ ■ �.r.0 1 �� r- r r r- r- r- r- 1 L7T�J 1 1 L7T—J 1 _y__ 1 LJ 1 '� 1 L—T—J 1 1 L—T�J 1 LCt7J 12x12 WIREWAY (2) 2- CONDUITS EACH WITH (4)-3/0 THWN CU ELECTRICAL RISER 120/208V-30/4W/SN FUTURE TENANT METER FILE COPY 1-1/2- CONDUIT WITH PULLSTRING TYPICAL TO EACH TENANT SPACE FUTURE TENANT DISCONNECT r.....� r-----.k r...... k r-----ti FUTURE FUTURE FUTURE FUTURE ■ ■ ■ 16.. L--r-- ■ REST DISCONNECT 13 400A-JP-NEMA-1 120/208V-30/4W/SN 42,000 AIC ENCLOSED BREAKER r-----ti r-----.k ■ ■ ■ ■ FUTURE FUTURE ■ ■ ■ ■ L.....J 16......0 RESTAURANT 3/0 CU GRD. TO 5/8- X 20'-0- GROUND ROD, TIE TO CWP AND BLDG. STEEL. ■ ■ FUTURE L..... J ■ ■ FUTURE L.....J ■ ■ FUTURE L.....J MAY 0 2 2008 JU �� �..S` UZ F- LJ NYAm WO-C✓ESZW & A.160=7ESi M CCA LL7 M3 M3VaNS is 833 East 5th St. Stuart, Florida 34994 (772)286-8696 Certificate of Authorization No. 3988 YATES RAINHO e "�2 r ARCHIT[ INC. CUSTOM RESIDENTIAL COMAE] AA-0002536 5707 SOUTH DDGE HIGHWAY, ST WEST PALM BEACH, FL. 33405 TEL:561-493-1500 FAX:561-493-1' EMAIT: yrades@betlsouth.net www.yra-design.com Goguu n hoc Ch ® s Hopes 8114 dates 12-13-07 approved: DAW job no: 27046 revisions 04125108 BLDG. DEPT. COMMENTS Rj lL o _ CTj •� Q k � O J ,— _j LL a W O U = Z ° �C Z) W ° p J W (� Z -U Q J f v J U SEAL David A. Wojcieszak, P.E. Date License No. 32091 sheet no. E 4 Of 7 skits Copyright © 2007 Yates Rainho Architects Inc OCCUPANT CONTROL LEGEND SYMBOL DESCRIPTION O WALL SWITCH SENSOR, 120 LINE VOLTAGE - SENSOR SWITCH WSD Q CEILING SENSOR, 120 LINE VOLTAGE - RECESSED SENSOR SWITCH RMR-10 O3 CEILING SENSOR, 120 LINE VOLTAGE, DUAL TECHNOLOGY - RECESSED SENSOR SWITCH RMR-POT-10 ® HALLWAY SENSOR, 120 LINE VOLTAGE, SENSOR SWITCH HWR-13 ID HALLWAY SENSOR, 120 LINE VOLTAGE, THREE-WAY, SENSOR SWITCH HWR-13 RESTAURANT LOAD CAL COMMERCIAL NEC 220-17 20 SYSTEM VOLTAGE 120V1208V-30/4 ULATION 5 EDITION SN CODE RULE LOAD DESCRIPTION GENERAL LIGHTING 220.14(F) NAME M. 031SQ.FF. LTIPLIER LINE NEUT. GENERAL LIGHTING 4,550 13,650 13,650 LIGHTING (257) - - 3,413 3,413 220.14(F) 220.43(A)(B) TOTAL 17,063 17,063 RECEPTACLE LOAD 220.14(I) NAME OTY M 11PLIER LINE NEUT RECEPTACLE 4,550 1 SQ.FT. 4,550 4,550 SUB -TOTAL 4,550 4,550 T220.44 DIVERSITY (FIRST 10,000 VA 0 100%) 4,550 4,550 DIVERSITY (REMAINDER AT 5O7) - - MOTOR AND EQUIPMENT LOADS 220.14(C) NAME OTY. HP WIL 0 AMPS LINE NEUT. REST. EQUIPMENT - - - - - 50,907 25000 (ESTIMATED) 220.18(A) DIVERSITY (25% LARGEST MOTOR) - - SUB -TOTAL EQUIPMENT 50000 25000 ELECTRIC HEAT 220.51 NAME WILTS 0 AMPS WATTS LINE NEUT. 1007 SPACE ELECTRIC HEAT 65,000 TOTAL DEMAND 220.40 LINE NEUT, TOTAL SERVICE/FEEDER DEMAND 137,520 39250 TOTAL DEMAND (AMPS) 382 110 220.40 SELECTION OF EQUIPMENT NAME AMPS OTY. WIRE OVERCURRENT PROTECTIVE DEVICE 400 1 CONDUCTOR (LINE) 2 SETS (3) 3/0 CONDUCTOR (NEUTRAL) 2 SETS (1) 3/0 LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION LAMP FINISH MOUNTING REMARKS NO. TYPE WATT O WILLIAMS 3 F32778 32 WHITE RECESS T8T-24-332-SA12-EB3-UNV ® WILLIAMS 3 F32T8 32 WHITE RECESS ' BATTERY BACKUP - EM T8T-24-332-SA12-E83-UNV-EM rig WILLIAMS 3 F32TB 32 WHITE SURFACE DAMP LOCATION 12-4-332-S12125-03-UN -EM3/1 1 © INFINITY 1 QUAD 26 WHITE SURFACE WET LOCATION PVC70-1260EB-CS-WET-120 Op INFINITY 2 QUAD 18 WHITE RECESS DAMP LOCATION PH218QEB-CS-120 WILLIAMS 2 T8 32 WHITE SURFACE • BATTERY BACKUP - EM 17-4-232-A-EB2-UNV-EM O STERNBERG 1 QUAD 42 PENDANT DAMP LOCATION 9403TFH/CH12142PLT1201WA/BK © DAYBRITE 1 PL 26 SURFACE PR LIGHT VFN26C-U-W-PG © BEGHEW 2 HALOGEN 5 WHITE SURFACE EM LIGHT XLP-Sl WALL O BEGHELU LED WHITE UNIVERSAL EXIT LIGHT VA4-R-SA WALL MOUNT 0 STAIR CEILING MOUNT 0 CORRIDOR NOTE: ALL LIGHT FIXTURES ARE TO BE AS SELECTED BY OWNER. THESE PLANS AND ALL PRCOORRE D CORRECTIONS AND SUBJECT TO ANY REQUIRED By FIELD l�N PEORDER TO CTORS T MAY BE NECESSARY COMPLY WITH ALL APPLICABLE CODES. TENANT SPACES LOAD CALCULATION COMMERCIAL NEC 220-III 2005 EDITION SYSTEM VOLTAGE: 120V/208V-30/4W/SN CODE RULE LOAD DESCRIPTION GENERAL LIGHTING 220.14(F) NAME ON. MUL77PLJER LINE NEUr, GENERAL LIGHTING 10,576 3W/SQ.FT. 31,728 31,728 LIGHTING (257) - - 7,932 7,932 220.14(F) 220.43(A)(B) TOTAL 1 39,660 39,660 RECEPTACLE LOAD 220.14(I) NAME OTY MULTIPLIER LINE NEUT. RECEPTACLE 10,576 1WISC.FT. 10,576 10,576 T220.44 SUB -TOTAL 10,576 10,576 DIVERSITY (FIRST 10,000 VA 0 100%) 10000 10000 DIVERSITY (REMAINDER AT 507) 288 288 MOTOR AND EQUIPMENT LOADS 220.14(C) NAME OTY. HP VOLTS 0 AMPS LINE NEUT. EQUIPMENT - - - - - 15,000 15,000 (ESTIMATED) 220.18(A) DIVERSITY (257 LARGEST MOTOR) - - SUB -TOTAL EQUIPMENT - - ELECTRIC HEAT 220.51 (ESTIMATED) NAME VOLTS 0 AMPS WA7T5 LINE NEUr. 1007 SPACE ELECTRIC HEAT 100,000 TOTAL DEMAND 220,40 LINE NEUT. TOTAL SERVICE/FEEDER DEMAND 164,948 64,948 TOTAL DEMAND (AMPS) 459 181 220.40 SELECTION OF EQUIPMENT NAME AMPS OTY. WIRE OVERCURRENT PROTECTIVE DEVICE 600 1 - CONDUCTOR (LINE) 3 SETS (3) 350 CONDUCTOR (NEUTRAL) 3 SETS (1) 1 350 FILE COPY HOUSE LOAD CALCULATION COMMERCIAL NEC 220-III 2005 EDITION SYSTEM VOLTAGE: 120V1208V-3//4W/SN CODE RULE LOAD DESCRIPTION GENERAL LIGHTING 220.14(F) NAME OTY. MUL7IPLIER LINE NEUT GENERAL LIGHTING 15.126 3W/SQ.FT. 45,378 45,378 LIGHTING (25%) - - 11,344 11,344 220.14(F) 220.43(A)(8) TOTAL 56,722 56.722 RECEPTACLE LOAD 220.140) NAME OTY MULTIPLIER LINE NEUT. RECEPTACLE 34 18OW PER 6,120 6,120 SUB -TOTAL 6,120 6,120 T220.44 DIVERSITY (FIRST 10,000 VA 0 1007) 6,120 6,120 DIVERSITY (REMAINDER AT 507) - - MOTOR AND EQUIPMENT LOADS 220.14(C) NAME QTY. HP VOL73 0 AMPS LINE NEUT, ELEVATOR 1 20 208 3 91 32,760 - (ESTIMATED) EQUIPMENT 208 1 - 9,000 1,440 220. 18(A) DIVERSITY (25% LARGEST MOTOR) 8,190 - SUB -TOTAL EQUIPMENT 49,950 1,440 ELECTRIC HEAT 220.51 (ESTIMATED) NAME VOLTS 0 AMPS NG1T15 LINE NEUT. 1007 SPACE ELECTRIC HEAT 208 1 - - 18,000 - TOTAL DEMAND 220.40 LINE NEUT. TOTAL SERVICE/FEEDER DEMAND 130,792 64,282 TOTAL DEMAND (AMPS) 364 179 220.40 SELECTION OF EQUIPMENT NAME AMPS QTY. WIRE OVERCURRENT PROTECTIVE DEVICE 400 1 CONDUCTOR (LINE) 2 SETS (3) 3/0 CONDUCTOR (NEUTRAL) 2 SETS (1) 3/0 N A wV0IC9mw & A590CL47EA /MG CON9LL7M BM71V3ERS am East 5th St. Stuart, Florida 34994 (772)286-9696 Cert icate o/ Authorization No. 3988 YATES RAINHO ARCHITECTS INC. Z CUSTOM RESIDENTIAL COMMERCIAL AA-0002536 5707 SOUTH DUU HIGHWAY, STE 8 WEST PALM BEACH, FL. 33405 TEL:561-493-1500 FAX:561-493-1560 EMAIL: yrades@bellsouth.net www.yra-design.com MEMBER: c�ptBIaDEIISAW-OI O� V V VL11 d' U dater 12-13-07 approved: DAW job nor 27046 revisions 04125108 BLDG. DEPT. COMMENTS ^^L, t r U5 CO �U N E O U i co O W �U J F David A. Wojcieszak, P.E. PR 2 8 2008 Date Signed: License No. 32091 'A duvet n0. O LL z O U w U J Of 7 shts Copyright 0 2007 Yates Rainho Ambitects I FIRE ALARM HORN & UGHT------y DOOR A/C THERMOSTAT MANUAL PULLSTATION FOR FIREALARM LIGHT SWITCH 0 80" AFF • 48" AFF FLOOR LAYOUT FOR SWITCHES AND FIRE ALARM EMERGENCY LIGHT BATTERY EXIT GENERAL ILLUMINATION LOCAL SWITCH CONNECT EXITS AND EMERGENCY LIGHTS AHEAD OF SWITCHING. LIGHTING PANEL EMERGENCY LIGHTING DETAIL (2) 3/4" CONDUITS STUBBE ACCESSIBLE CEILING SPACE TYPICAL EACH TENANT PROWDE PLYWOOD &ICK80ARD FOR MOUNTING OF ALL COMM. EQUIPMENT 6 CU IN 314' CONDUIT O AWN SMVE GROUND. (2)-4- CONDUITS AND (3)-2- CONDUIT AND (1) OTHER 2' CONDUIT AS SPARE TO PROPERTY UNE COMMUNICATIONS RISER ACOUSTICAL TILE CEILING E GANG TELEPHONE/ PLATE (2-PORT) 3/4" CONDUIT STUBBED INTO ACCESSIBLE CEILING SPACE TYPICAL 18" 4" X 4" X 2-1/8" DEEP BOX WITH SINGLE GANG PLASTER RING OCONC. BLK. WALLS PROVIDE 1 1/2" DEEP BOX TELEPHONE/COMPUTER STUB -OUT DETAIL 135' HEAT DETECTOR (FIXED) (TYPICAL) SPRINKLER HEAD (TYPICAL) INDICATING SHUTOFF VALVE (TYPICAL) ­7 135' HEAT DETECTOR (FIXED) SEE NOTE I 1 FOR ENCLOSED AREAS ON ALL FLOORS) .TAMPER SWITCH ELEVATOR FOR EACH SHUT OFF MACHINE VALVE, ROOM INTO TENANT'S ELEVATOR DETAIL NOTES: 1) HEAT DETECTOR LOCATED IN THE ELEVATOR SHAFT AND EQUIPMENT ROOM SHALL BE RATED AT 135'. THE HEAT DETECTORS SHALL SHUNT THE MAIN POWER PRIOR TO THE ACTIVATION OF THE 165' SPRINKLER HEAD. THESE DETECTORS SHALL NOT BE PART OF THE FlRE ALARM SYSTEM. 2) LOBBY SMOKE DETECTORS SHALL BE CONNECTED INTO THE ALARM SYSTEM. THEY SHALL ALSO PROVIDE INPUT FOR ELEVATOR RELAY. 3) ACTIVATION OF THE ELEVATOR MACHINE ROOM SMOKE DETECTOR TO FLASH THE WARNING LIGHTS. THESE LIGHTS SHALL BE CONNECTED INTO THE FIRE ALARM SYSTEM. 4) ALL RISERS AND PIPES OUTSIDE HOISTWAY INDICATING SHUTTOFF VALVES SHALL BE PROVIDED AND INSTALLED FOR LINES ACCESSIBLE LOCATIONS. POSED WORD THESE PLWS ANC Flk P LLw CORRECTIONS ANp SUBJECT TO11i NSPECIORo T AI FIRST FLOOR FIRE ALARM LEGEND SYMBOL DESCRIP77ON MOUNTING HEIGHT �F PULL STATION 48' AFF OH HEAT DETECTOR SD SMOKE DETECTOR DDT AHU DUCT SMOKE DETECTOR K r STROBE 800 AFF C❑ CONTROL MODULE �R AHU SHUTDOWN RELAY —J\/V— END OF LINE DEVICE RI REMOTE INDICATOR MONITOR MODULE ® FIRE ALARM CONTROL PANEL ® FIRE ALARM ANNUNCIATOR PANEL H S HORN/STROBE 80"AFF OF WATER FLOW © TAMPER SWITCH WIRE SCHEDULE AO (1) - #16 TSP - DATA (ANICOM 7230M) © (1) - #18 TSP - HORN CIRCUIT © (2) - #12 - STROBE CIRCUIT DO (1) - #18 TSP - REMOTE TEST OE (2) - #14 - (HARD WIRE) OF (1) - #16 - ANNUNCIATOR DATA © (2) - #14 - ANNUNCIATOR POWER H (2) - #14 - AHU SHUTDOWN J (1) - #16 - DOOR HOLDERS K (2) - #14 - MONITOR MODULE n FIRE ALARM RISER C 11 1_ e% e% n% ,# 0410220 PATES RAINHO $` x ARCHITECT INC. CUSTOM RESIDENTIAL COMMERCIAL AA-0002536 5707 SOUTH DUCE HIGHWAY, STE 8 WEST PALM BEACH, FL. 33405 TEL:561-493-1500 FAX:561-493-1560 EMAIL: yrades@bellsouth.net " www.yra-design.com r y ry �?.PI �U( rM P 1 1 1 . ­ 1_ ,1 dater 12-13-07 approved: DAW job no: 27046 revisions '- Qi 04125108 BLDG. DEPT. COMMENTS , ��r i L 5 W U o V z i p O J r _j m Q W } Q O a J 5 U = o Cr) W D O ca J O z J V J . vri David A. Wojcies2ak, P.E. "'�P Date Signed.pP1 2 8 2111 License No. 32091 Aeet no. E 6 WDJC✓ESZAK & ASSOCL47FA IMR 0QN9l.LTNO B (INEER4 833 East 5th St. Stuart, Florida 34994 (772)286-8696 Certificate of Authorization No. 3988 Of 7 shts 5 Copyright 0 2007 Yates Rainho Architects Inc. w7 ELECTRICAL LEGEND - Po VVER AND WIRING ELECTRICAL DESCRIPTION WLTS/AMPS MOUNTING • NOTES SYMBOL HEIGHTS SIMPLEX RECEPTACLE - 120V120A IN BASE- _ HORIZONTAL IN BASEBOARD BOARD DUPLEX RECEPTACLE - 120V115A IN BASE - HORIZONTAL IN BASEBOARD BOARD DUPLEX RECEPTACLE - 120V115A IN BASE - HORIZONTAL IN BASEBOARD, HALF SWITCHED BOARD SIMPLEX RECEPTACLE - VERTICAL MOUNTING 120V120A 18" DUPLEX RECEPTACLE - VERTICAL MOUNTING 120V115A 18" DUPLEX RECEPTACLE - VERTICAL MOUNTING, TOP HALF SWITCHED 120V115A 18" DUPLEX RECEPTACLE - MOUNTED ABOVE COUNTER LEVEL 12OV115A 42" QUAD RECEPTACLE 120V115A 18" CLOCK OUTLET 12OV115A O POWER RECEPTACLE AS NOTED ® FLOOR BOX - DUPLEX RECEPTACLE 12OV115A y( FLOOR BOX - TWO DUPLEX 12OV115A 01RECEPTACLES L FLOOR BOX - DUPLEX RECEPTACLE/ 8 V TELEPHONE OUTLET COMBINATION }L FLOOR BOX - DUPLEX RECEPTACLE 8 v TELEPHONE/DATA OUTLET WP GFl EXTERIOR RECEPTACLE 120V115A µ, EXTERIOR POST - MOUNTED 120V115A GFl RECEPTACLE O JUNCTION BOX El JUNCTION BOX - WATERPROOF WP ❑T TRANSFORMER FOR LOW VOLTAGE LIGHTING El LIGHTING MODULE FOR SPECIALTY LIGHTING OQUAZITE PULL BOX ® PHOTO CELL Q TIME CLOCK CI CONTACTOR MOTOR ® MOTOR STARTER DISCONNECT 100 100 ' FRAME SIZE 3 —POLES 70 3 DISCONNECT DESIGNATIONS 70 FUSE SIZE 0 PANEL ® DIMMING PANEL FOR LOW VOLTAGE CIRCUIT WIRING FOR 120V - /T� HOT/NEUTRAL/GROUND CIRCUIT WIRING FOR - /�r� 208124OV110 - HOT/HOT/GROUND CIRCUIT WIRING FOR - 1441 208/24OV/30 - HOT/HOT/HOT/GROUND CONCEALED CONDUIT — - — UNDERGROUND CONDUIT - POWER — — — EXPOSED CONDUIT 1_1�PANI CIRCUIT .7 CIRCUIT DESIGNATION 1�1Y2 -C� —WIRE CONDUIT SIZE • DIMENSION IS FROM FINISHED FLOOR TO CENTERLINE OF DEVICE. ABBREVL47I0NS: WP - WATERPROOF VP - VAPORPROOF GFl - GROUND FAULT PROTECTION AR - ARC FAULT PROTECTION IG - ISOLATED GROUND NF - NON -FUSED AFF - ABOVE FINISHED FLOOR NOTES: 1. UNLESS OTHERWISE NOTED ON ARCHfTECTURAL/ELECTRIGAL PUNS, COORDINATE LOCATION WITH ARCHITECT AND INTERIOR DESIGNER. ELECTRICAL LEGEND - LIGHTING AND SWITCHING ELECTRICAL SYMBOL DESCRIPTION VOLTS/AMPS MOUNTING • HEIGHT NOTES -0- SURFACE MOUNT FIXTURE/PENDANT 120V 1.2 { } WALL MOUNT FIXTURE(SCONCE) 120V 66" 1,2 0 RECESSED LIGHT FIXTURE 120V 1.2 © RECESSED LIGHT FIXTURE 12V 1,2 CEILING MOUNTED 120V 1.2 WALL WASH FIXTURE UNDER CABINET 12V HALOGEN 12V ® WITH REMOTE TRANSFORMER i� UNDER CABINET FLUORESCENT 120V FIXTURE - STRIP O FLUORESCENT FIXTURE 120V 1,2 SURFACE WRAP FLUORESCENT FIXTURE 120V 1,2 RECESSED (2'X2') a + CEILING FAN 120V 1,2 u CEILING FAN/LIGHT COMBINATION 120V 1,2 STEP LIGHT - BRONZELITE WLA-1000, 1,2 BRONZE FACE HORIZONTAL LOUVER EXHAUST FAN, SEE HVAC PLANS S SINGLE POLE SWITCH 120V115A 48" 1 S3 THREE-WAY SWITCH 120V115A 48" 1 120V115A 48" 1 I SU f S4 FOUR-WAY SWITCH t�Au 8� r1t`D V SF RHEOSTATSWITCHCEILING 120V115A 48" fD PV\- �P 1 MAV gG FANS2-L F)R K A91 T" S8 SWITCH/RECEPTACLE COMBINATION 120V115A 48" 1 DOOR JAMB SWITCH 120V115A LOW VOLTAGE KEYPAD CONTROLLER 48" 1 x xxx KEYPAD CONTROLLER DESIGNATION 3 xxx x XXX LOAD DESIGNATION 3 F216 INCANDESCENT DIMMER 60OW 1 1010 INCANDESCENT DIMMER 1000W 1 1020 INCANDESCENT DIMMER 2000W 1 ❑D LV LOW VOLTAGE DIMMER 1 MFL FLUORESCENT DIMMER 1 • DIMENSION IS FROM FINISHED FLOOR 70 CENTERLINE OF DEVICE. ASSRE'IdTIQN$ WP - WATERPROOF VP - VAPORPROOF IG - ISOLATED GROUND LV - LOW VOLTAGE FL - FLUORESCENT AL - ART LIGHT EF - EXHAUST FAN AFF - ABOVE FINISHED FLOOR NOTES: 1. UNLESS OTHERWISE NOTED ON ARCHITECTURAL/ELECTRICAL PLANS, COORDINATE LOCATION WITH ARCHITECT AND INTERIOR DESIGNER. 2. FIXTURES SPECIFIED BY OTHERS J. SEE DIMMING SCHEDULES FOR DESCRIPTION. aRREGT� IEC1016 3 ORDER ELECTRICAL LEGEND — DATA/COMMUNICATION/FIRE ALARM ELECTRICAL. DESCRIPTION MOUNTING • NOTES SYMBOL HEIGHT TELEPHONE - VERTICAL MOUNTED 18" TELEPHONE - HORIZONTAL IN BASEBOARD ASE— B RD BOARD a FLOOR TELEPHONE OUTLET Q COMPUTER - VERTICAL MOUNTED D COMPUTER - HORIZONTAL IN BASEBOARD IN BASE- BOARD a COMPUTER/TELEPHONE OUTLET VERTICAL MOUNT ii COMPUTER/TELEPHONE OULTET IN BASE - HORIZONTAL IN BASEBOARD BOARD ® TELEVISION OUTLET - STANDARD Q MULTI -PORT MEDIA OUTLET ® SPEAKER ® SMOKE DETECTOR © HEAT DETECTOR DUCT SMOKE DETECTOR 4,aT© AUD10/VIDEO CONTROL HT— UNDERGROUND TELEPHONE CONDUIT ..e147Y— UNDERGROUND TELEVISION CONDUIT lfl MANUAL PULL STATION 48" O FLOW SWITCH O TAMPER SWITCH 8 FIRE ALARM CONTROL PANEL (FACP) ® FIRE ALARM ANNUNCIATOR PANEL (FAAP) ® CARBON MONOXIDE DETECTOR O TELEPHONE/TELEVISION BOARD 1 EQUIPMENT GROUND ® AHU SHUTDOWN RELAY MONOITOR MODULE © TOUCH SCREEN S HORN 80" CONTROL MODULE }© -(SF STROBE 80" -AV END OF LINE DEVICE ® DOOR CONTACT MOTION SENSOR • DIMENSION IS FROM FINISHED FLOOR TO CENTERLINE OF DEVICE. ABBREl14T10NS: WP — WATERPROOF VP — VAPORPROOF IG — ISOLATED GROUND LV - LOW VOLTAGE FL - FLUORESCENT AL - ART LIGHT EF - EXHAUST FAN AFF - ABOVE FINISHED FLOOR NOTES: 1. UNLESS OTHERWISE NOTED ON ARCHITECTURAL,/ELECTRICAL PLANS, COORDINATE LOCATION WITH ARCHITECT AND INTERIOR DESIGNER. Dy 12113107 N A ISSUED FOR & ASSOCIATES, M TM PERMIT Stuart, East 5th St. Florida 34994 (772)286-8696 Certificate of Authorization No. 3988 f ''F YATES RAINHC .ARCHITEC- INC. CUSTOM RESIDENTIAL COMMERCIAL AA-0002536 5707 SOUTH DIXIE HIGHWAY, STE 8 WEST PALM BEACH, FL. 33405 TEL:561-493-1500 FAX:561-493-1560 EMAIL: yrades@bellsouth.net www.yra-design.com MEMBER: date; 12-13-0-1 approved; DAW job no; 27046 revisions n Y✓ U 0LL cd z U © viO _J E a O U cd 0 W •� Q ... sheet no. Of 7 shts Copyright © 2007 Yates Rainho Architects Inc. n O O N V. e3o q/I C A N A L (N.,3. L. R. D. D. No. Z CONST. 6" W.M I ---CONST. 6" SAN. SVC. 4" wrR. SVC. 10' WIDE UTILITY EASEMENT (OR BOOK 1158, PG 337) DW. SEINI sym ad Isr. I Svc m 0 wd AEXIST. CB .... ...... � _�.. -_ .1 � ... I 4y RCP 'EXIST. CB T. 19 X3 'Bl CONST. 6" FIRE LINE TO BLE FIRE SPRINKLER SYSTI 6. z 0 0 I�- 61 FIRE '� 4* GREASE LINE TC GREASE INTERCEPT[ Da5r. SEINER sw- aa ;& CONST. 60 S4N. "INSTALL FIRE HYDRANT —4" WTR. SVC. LINE TO BLDG. 10NEW WATER SERVICE TO SYSTEM PLUMBING SITE PLAN SCALE: 1 0 = 30'-0" =7 fITERE4 END I I THESE PLANS AND ALL PROPOSED WORK AND SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 1000,11CAMM & ASSOCLVErN M CONSEMM MMNEERS 833 East 5th St. Stuart, Florida 34994 (772)286-8696 Certificate of Authorization No. 3988 YATES RAINHO ARCHITECTS INC. Cumm RESIDENTIAL CONINERCIAL AA-0002536 5707 SOUTH DDCIE HIGHWAY, STE 8 WEST PALM BEACH, FL. 33405 TEL: 561-493-1500 FAX: 561-493-1560 EMAIL: yrades@bellsouth.net www.yra-desigti.com IllT) W-11 date: 12-13-07 approved: DAW job no: 27046 revisions; 0250" A 8 DEPT. COMMENTS - ----------- -- 0 LL cd z -J LL Im E w _j < E 0 J Z D 0 8 w Cf) uj w J 0 0 O0 w U) SEAL David A. Wojcies P.E. 11AR 2 5 2 008 Date Signed: — License No. 32091 sheet no. P 1 Of shis Copyright 0 2007 Yates Rainbo Architects I ROUTE CONDENSATE DISCHARGE TO — SITE STORMWATER DRAINAGE SYSTEM. INSTALL BACKFLOW PREVENTION DEVICE. REFER TO CIVIL PLANS FOR CONT. Future Suite 100 STUB AND CAP OFF — 1-1 /2" CONDENSATE FOR FUTURE' AHU'S. STUB AND CAP OFF 4" SANITARY LINE FOR FUTURE' FIXTURES. r- I � E FUTURE : AHU FOR,--, SUITE PROVIDE SHUT-OFF VALVE--\ IN ACCESSIBLE LOCATION. DOWN IN— WALLf TO HOSE WALL BIBB H.B. B. it 1ya �d F i In IT O n N m 0 n 0 0 ry Future Suite 101 Entry Loggia #2 PROVIDE SHUT IN LE H.B. Ir f � 3 TO HOSE,S. -- FUTURE DOWN IN Elev I` I SUITE OR i i i WALL il 11 pal 4`. I AHU 1 I _. -----i Lobby #1 I 3" SANITARY DOWN COND. O FROM ABOVE ABOVE DF-1 I -o L-1 C I 115 � v 1 I FUTURE-� AHU FORT �=WC SUITE 1 ' � T E CONDENSATE DISCHARGE TO ROUTE 4" SANITARY TO SITE-4 (ROUTE 4" GREASE LINE TO 'FUTURE' STORMWATER DRAINAGE SYSTEM. 1 SEWER SYSTEM. GREASE TRAP LOCATION. LL BACPREVENTION DEVICE. REFER TO CIVIL PLANS I I REFER TO CIVIL PLANS FOR CONTINUATION. PI R TO CIVIVILIL PLANS FOR CONT. VALVE TION.-� Stair #1 COND.— ABOVE FD-1 FD-1 UR-1 I L TP Women STUB AND CAP OFF j L-2 1-1 /2" CONDENSATE I FOR FUTURE' AHU. ��—COND. DOWN FROM ABOVE Future Suite 102 Men FOR CONTINUATION. I I I S.C.O. b S.C.O. I 1 I $—STUB AND CAP 4" GREASE LINE FOR 'FUTURE' RESTAURANT I INSTALLATION. C II I I I I I I I I 1 I I I 4 I I I I I 1 " DOWN a IN WALL AHU 3 I\C. II I I I Elev. I Mach. —WATER UP TO I SECOND FLOOR { ""- Future Restaurant BATHROOMS I 1 —PROVIDE ACCESSIBLE SHUT-OFF VALVE Mech. C Elect. Service Breezeway CO D. DOWN) ':: •:. - FR ABOVE Stair #2 FIRST FLOOR PLUMBING PLAN SCALE: 3116" = l'-0" �® UP PROVIDE SHUT-OFF VALVE—"' IN ACCESSIBLE LOCATION. PROVIDE SHUT-OFF VALVE IN ACCESSIBLE LOCATION. 3 TO HOSE 4 BIBB H.B. FILE COPY S AND ALL PROPOSED WORK THANpSECT TO ANY CORRECTIONS REBjjIRED V FIELD INSPECTORS THAT 10 MAY 5E NECESL APPLICOABDECODES. COMPLY WITIi AL 5 YATES t� RAINHO ARCHITECTS INC. CUSTOM RESIDENTIAL COMMERCIAL AA-0002536 5707 SOUTH DDT HIGHWAY, STE 8 WEST PALM BEACH, FL. 33405 TEL: 561493-1500 FAX: 561493-1560 EMAIL: yredes@beUsouth.net www.yra-design.com MEMBER: Je" - u INCOMING WATER SERVICE FROM METER. REFER TO CIVIL PLANS FOR CONTINUATION. date 12-13 07 1 approved DAW - o- lob W 27046 revisions 0 03105108 BLDG. DEPT. COMMENTS W ° U co Q Z Q ^ 0 VJ � � m U Q 0 JO Z U W U r=^N� VJ OCIS U 0 J Z J N A WOMESM g ASSOCIATE$ NC: CON9lLTM EMNEERS 833 East 5th St Stuart, Florida 34994 (772)286-8696 Cerdraate or Aathormotw No. 3988 SEAL David A. Wojcieszek, P.E. ,,R252008 Dote Sig d: License No. 32091 Sheet no. of skits Copyright ® 2007 Yates Ramho Architects Inc. Future Suite 200 DOWN IN WALL r--� FUTURE AHU FOR: SUITE STUB AND CAP OFF 1-112" CONDENSATI FOR FUTURE' AHU. FUTURE AHU FORT SUITE t t L__J Future Suite 201 3" SANITAR LINE DOWN S. Lobby #2 Lj L_1 WATER UP FD-1 � i FD-1 T t a— WC-2 i o TP, � L-2 1---�—DOWN r______� IN WALL t 5AHU I� 1y{ ♦, i it r #1 FUTURE Future Suite 202 i i AHU FOR SUITE r L_ STUB AND CAP OFF 1 1-112" CONDENSATE I FOR 'FUTURE' AHU. IN O WALL -3" SANITARY LINE DOWN ii —I t; :Z-PROVIDE SHUT-OFF VALVE IN ACCESSIBLE LOCATION a._.e a %.r 3" VTR C-2 11— FUTURE AHU FOR t t SUITE DOWN STUB AND CAP OFF IN WALL I 1-1 /2" CONDENSATE i e FOR 'FUTURE' AHU. Stait #2 Future Suite 203 Future Restaurant Below t 1 Ir y 9 n G ....«.„.: .. «,o.. M.A.,. .. .. L. ..,..... ..... -...-....x n.«.+,......,..a:. n..i..7 7.. ., . ....➢...«...... ..x.e..m.n«,. x.... m..�.n.m....A ... .... ... t.. SECOND FLOOR PLUMBING PLAN SCALE: 3/16" — 1'-0" IP i 12/149/07 _ • ISSUED FOR A►� & Aa�� M TW PERMIT Stuart, East Sth St. Florida 34994 (772)286-8696 Certificate of Authorization No. 3988 rf"t YATES RAINHO 4 ARCHITEC- INC. CUSTOM RESIDENTIAL COMMERCIAL AA-0002536 5707 SOUTH DIXIE HIGHWAY, STE 8 WEST PALM BEACH, FL. 33405 TEL:561-493-1500 FAX:561-493-1560 EMAIL: yrades@bellsouth.net www.yra-design.com MEMBER: fie, ' " U date: 12-13-07 approved: DAw job no: 27046 revisions W 6, dt U cd 'V Q z Q J L T 0 E U- m 3 U U J 0 Cr U = ° cf) (Q W OU O J W N a Q J SEAL David A. Wojcieszak, P.E. CEO 2 1 N07 License No. 32091 sheet no. P 6. --) o 3 Of silts Copyright © 2007 Yates Rainho Architects DIVISION 15A - PLUMBING GENERAL SPECIFICATIONS PART ONE -GENERAL PART TWO -PRODUCTS 15.01 DRAWINGS 15.07 BASIC MATERIALS AND METHO 15.11 PLUMBING FIXTURES A. The drawings are diagrammatic and not necessarily to scale or show all items required for the A. Sanitary Drainage System: Furnish and install complete systems of soil, waste and vent piping from all plumbing A. Quality: All plumbing fixtures shall be "First Quality" as defined and set forth in Commercial Standard CS-36 as complete plumbing installation. When a discrepancy occurs in the Contract Documents, the most stringent of the fixtures and/or other equipment as shown on plans or as required by code. promulgated by the U.S. Department of Commerce. two shall be enforced. B. Fixtures and fittings proposed shall be as shown on fixture schedule. All fixtures and fittings shall be of one B Any conflicts or discrepancies on these drawings shall be called to the attention of the Architect/Engineer during 15.08 C. manufacturer. After plumbing fixtures are set, the crack between the fixtures and the wall shall be caulked carefully with Tub -Tie the bidding period for resolution. Otherwise, such conflicts or discrepancies shall be resolved at the Contractor's A. Subject to local code requirements. as manufactured by American Fluresite Co., or approved equal. expense. B. Accessible cleanout plugs shall be PVC with wrench nuts and shall be made up in silicone lubricant. C. These drawings are not complete without written specifications. See specifications for additional data. Each C. Soil, waste and vent lines shall be of the sizes shown on the drawings and in accordance with the applicable Sections Contractor is advised to read specifications and study drawings very carefully. of the Florida Building Code 2004 and shall run as detailed. Vents shall extend uniformly 8' above the finished roof. PART THREE -EXECUTION Vent fleshings shall be one piece construction of 4 lb. sheet lead with 8' roof flange extension. Lead shall be turned 15.12 EXECUTION OF WORK 15.02 SHOP DRAWINGS down in to vent to affect a weather tight seal. PVC shall be used below grade; Cast iron elsewhere. A. All work shall be done in accordance with the best standard practice and as specifically directed by these A. Submit catalog cuts and description of plumbing fixtures, drains, pumps, water heaters, etc., as D. Horizontal drain piping shall be installed to uniform grade. Vertical piping shall be plumbed in two planes. documents or by the Architect. All work shall conform to the applicable Plumbing Codes, and applicable to the work under this Section, and including description and data covering any proposed all pertinent local regulations concerning this classification of construction. deviations of the plans and specifications. E HVAC condensate piping shall be routed to the nearest condensate drain, with trap. Final connection to be by HVAC Contractor. All condensate piping shall be insulated with Y2" thick polyolefin as manufactured by IMCOA". Condensate B. The Plumbing Contractor shall verify, in the field, all plumbing fixtures and piping prior to fabrication of any piping piping is to be PVC. and notify the Engineer or Architect immediately if conflicts occur. The Contractor shall coordinate with all trades 15.03 FEES AND PERMITS prior to piping fabrication. HVAC ductwork location shall take precedence over sanitary piping. Also pay close A. Provide all required permits and obtain all inspections and pay such fees as may be thereby incurred. F. All pipes shall be supported with factory manufactured hangers. All hangers for copper pipe shall be plastic coated, attention to lighting fixtures. Perform and obtain all tests as may be required, supplying all fuel, power, labor and instruments galvanized steel. Hangers exposed to the weather shall be stainless steel. C. The Plumbing Contractor shall coordinate installation of plumbing fixtures and fittings with Interiors drawings. needed, and pay such costs as may be thereby incurred. 15.09 WA SUPPLY SYS Rough -in connections shall be provided through equipment shop drawings. All fixtures requiring plumbing connections shall be connected by this Contractor whether or not they are indicated on the Plumbing plans, but indicated on 15.04 GUARANTEE A. Furnish and install a complete system of cold water piping from the building meter to all fixtures and/or equipment other Contract documents. A. The Contractor shall furnish all labor, materials, equipment and services necessary for a complete plumbing system. ry P P 9 y requiring this utility. Pipe shall be Type "K' Copper pipe below grade, Type "L' in all other locations within the building. All joints shall be made with lead-free solder. D. All materials shall be installed and completed in the first class and workmanlike manner. Any materials installed, Provide as shown on the contract documents, implied, or otherwise required, so that the Owner shall be furnished a which do not present an orderly and reasonably neat or workmanlike appearance shall be removed and replaced complete and working system, ready for continuous and satisfactory operation. B. All hot wafer piping shall be insulated with minimum 1' thick fiberglass. when directed by the Architect or Engineer. B. All equipment, materials and workmanship to conform with this Section of the specifications. Parts defective or not E. All materials shall be properly and effectively protected by the Contractor during the execution of the work. as specified shall be replaced in the system and retested at no additional cost to the Owner, for a period of one C. All bare piping shall be kept clear of structure insofar as possible and shall not run in contact with electrical year after final acceptance of the completed work. conduit at any point. Contractor shall separate all copper piping and other dissimilar metals with a dialectric F. No structural members shall be cut or notched without written approval of the Architect or Engineer. C. The above shall include guarantee of all machinery, equipment, accessories, and connections to operate without undue vibration, or objectionable noise. Should such conditions be found to exist after final acceptance of material. G. Wall, ceiling and floor openings indicated on these drawings are rough and nominal sizes only. Contractor shall see pulsation the completed work, provide applicable reinforcement, isolation, as required. Objectionable conditions shall be D. No exposed piping is intended except for final connections to exposed equipment. All final connections shall be p pp 9 p pshop drawings for actual sizes. made with chrome plated (C.P) piping. determined by the Architect. H. All pipes penetrating fire -rated walls or ceilings shall be protected with UL Listed assemblies. D. Manufacturer's guarantees which extend beyond the one (1) year guarantee shall be submitted to the E. All chrome plated pipe, fittings, fixtures and equipment shall be handled with great care and no wrench marks shall Architect for transfer to the Owner on or before final requisition for payment of the work involved. show on completed work. 15.13 TESTS F. Valves, 2' or smaller, shall be 600 lb., quarter turn, bronze ball valves with stainless steel handles. all valves are 15.05 OPERATING AND MAINTENANCE MANUALS to be accessible. A. Water Piping: Test to 120 psig hydrostatic pressure. A. Furnish and deliver to the Owner two copies of Manufacturer's Operating and Maintenance Manuals and arts lists P P 9 P G. Furnish and install air chambers at each cold water supply to all fixtures and items of equipment. Also install an B. Sanitary Piping: Test with 10' head drive above the hi hest oint system. Use of wax, itch or other substances to P 9 9 P Y P for each different item of equipment furnished on the project. Prepare and post complete control wiring diagrams P I P P P 9 9 air chamber on each water riser, and at the end of each supply line. Air chambers shall be 20 pipe diameters stop leaks not permitted. P e as required and furnish a competent individual to acquaint the Owner or his representative with all operating, long but in no case less than 18 inches. Air chambers shall be at least one pipe size larger than the supply to lubrication, safety control and maintenance features of the system. the fixture served except i r n one large air chamber may be used with a minimum length t on batteries of fixtures when 9 Y 9 15.14 STERILIZATION of 30" and full diameter of main line. A. Cold water system thoroughly sterilized with solution containing not less than 50 parts per million of chlorine and 15.06 SCOPE OF WORK H. Provide system water hammer arrestors sized and installed in accordance with PDI WH-201. allowed to remain in system for period of eight hours, during which time all valves and faucets shall be opened A. Work included but not limited to: Furnish all labor, material and equipment required for the completion and and closed operation of all systems in this Section of the specifications, in accordance with all applicable codes. several times. After sterilization, flush solution from system with clean water until residual chlorine content is not 15.10 SANI RY greater than 0.2 parts per million. 1. Sanitary system. 2. Hot and cold water system. A. Materials and Equipment: Materials and equipment shall conform to the following requirements: 15.15 SPECIFICATION NOTES 3. Storm drainage system. 1. PVC pipe and fittings shall conform to ASTM D2751-77o with joints conforming to ASTM D2321-72. For A. Refer to additional Specification Notes on Mechanical and Electrical drawings. 4. Connections to equipment furnished by Owner to other Divisions. underground and vent piping. 5. Condensate system. 2. Cast iron piping shall be service weight and conform to ASTM A-74 and FS-WW-P-401. 6. Water heating system. 7. Plumbing fixtures and equipment. J. Flush all sanitary sewers with water in sufficient volume to obtain free flow through each line. Remove all obstructions and correct all defects discovered. Remove all silt and trash just prior to final acceptance of B. Work not included but not limited to this Section: 1. Electrical connections to and disconnect switches. the work. 4. All excavation shall be overcut to at least 1'-0' where unstable materials re encountered and back -filled around and above piping with 3/4" and 1" ballast rock. _ : FILE COi�l 2. Finish painting other than touch-up of scratched or damaged factory finishes. 3. Site work including lawn sprinklers. B. Sanitary and stormwater piping shall be PVC below grade, Cast Iron above grade. PLUMBING LEGEND PLUMBING SYMBOL DESCRIPTION PLUMBING SYMBOL DESCRIPTION SANITARY SEWER BEL W GRADE L-1 FIXTURE DESIGNATION SANITARY SEWER IN tEILING -►-- DIRECTION OF FLOW ---------- VENT PIPING �� FLOOR CLEANOUT, YARD CLEANOUT, OR CLEANOUT TO GRADE -----C----- CONDENSATE PIPING ELOW GRADE FLOOR CLEANOUT, YARD CLEANOUT, OR CLEANOUT TO GRADE (RISERS) -C- CONDENSATE PIPING LBOVE GRADE WALL CLEANOUT - - - COLD WATER PIPING I , t WALL CLEANOUT (RISERS) - - - - HOT WATER SUPPLY 120' F) i Z 12. 1 2 cw Itw Hw8 PIPE SIZES ---- HOT WATER RETURN I I HOT AND COLD WATER CONNECTIONS -EM- WATER HEATER EMERGENCY OVERFLOW -----TP---- TRAP PRIMER PIPING -T&P- WATER HEATER TEMP. & PRESS. BALL VALVE -(�'j-- PRESSURE REDUCING VALVE AQUASTAT THERMOMETER �- PRESSURE GAUGE WITH GAUGE COCK BALANCING VALVE /Do- BACKFLOW PREVENTER �F- WATER HAMMER ARRE TER - CHECK VALVE Q� VACUUM BREAKER DIELECTRIC UNION CIF- j. �? DRAIN VALVE BRONZE RECIRCULATION PUMP -®- PRESSURE AND TEMP RELIEF VALVE RATURE -�,/�- STRAINER Fy DIRT LEG DRAIN PLUMBING FIXTURE SCHEDULE UNIT ITEM MODEL NUMBER MATERIAL ACCESSORIES SAN. TRAP HW CW NO. WC-1 Water Closet Kohler White Vitreous Seat: Kohler K-4666 3" - - I. Flush Valve Wellcomme K-4350 China Valve: Sloan Royal Ill WC-2 Water Closet - Handicapped Kohler White Vitreous Seat: Kohler K-4666 3" - - 1' Flush Valve Highcliff K-4368 China Valve: Sloan Royal Ill UR-1 Urinal - Handicapped Kohler White Vitreous Valve: Sloan Optima 186-1 ES-S 2" - - 3/4' Bardon K4960-ET China L-9 Lavatory Kohler White Vitreous Fittings: Kohler 2" 1-1/4" 1/2" 1/2" Under -Counter Mount Caxton K-2210 China K-6811 (lever w/grid drain) Lavatory - Handicapped Kohler White Vitreous Fittings: Kohler 2" 1-1/4" 1/2" 1/2" L-2 Wall Hung Greenwich K-2031 China K-15243-B (lever w/grid drain) EWC-1 Electric Water Cooler Elkay - - 2" Model: EZTL8C NOTES: 1. COORDINATE FIXTURE SELECTIONS WITH OWNER, ARCHITECT AND INTERIOR DESIGNER. 2. ALL WATER PIPING AND FIXTURE VALVE LOCATIONS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 606.1-606.4 OF THE FLORIDA PLUMIBNG CODE. 3. ALL VALVE LOCATIONS SHALL BE COORDINATED WITH ARCHITECTURAL AND INTERIORS PLANS. PLUMBING SPECIFICATIONS AND SCHEDULES K ND ALL PROPOSED WORK THESE PL►`%S A COPa AND SUBJEC, TO A INSPEC REgU1RED v FIELD ORDER TO MAN BE NECESLAV CABLE CODES. COMPLY `NJIVA AL 12113107 ISSUED FOR PERMIT NYA waICIESM & ASSOCIATES, M COWSULTIJf3 8VOWEERS 833 East 5th St. Stuart, Florida 34994 (772)286-8696 Certificate of Authorizotlon No. 3988 YATES �...�� RAINHO ARCHITECT INC. CUSTOM RESIDENTIAL COMMERCIAL AA-0002536 5707 SOUTH DIXIE HIGHWAY, STE 8 WEST PALM BEACH, FL. 33405 TEL: 561-493-1500 FAX:561-493-1560 +s EMAIL: yrades@bellsouth.net www.yra-design.com MEMBER: , r dates 12-13-07 approved: DAW job no: 27046 revisions s U O 0 -J E r- m Q W y Z a O U 0 U = o ui w U 0 CTJ O N z U Q -J SEAL David A. Wojcieszok, P.E. DEC 2 12007 License No. 32091 P 4 Of skis Copyright © 2007 Yates Rainho Architects Inc COLD WATER SUPPLY PIPIT CEILING HOSE BIBB DETAIL N.T.S. HOSE BIBB DETAIL DESIGNATION MANUFACTURER MODEL NO. WATER CONNECTION H.B. ACORN 8121 3/4' NOTES: 1. W.H. TO BE FLUSH MOUNTED ON EXTERIOR WALLS. 2. PROVIDE WALL HYDRANT AS INDICATED ON DRAWINGS AS 'WH." 3. PROVIDE HOSE BIBB AS INDICATED ON DRAWINGS AS "H.B." BALL VALVE COLD WATER — SUPPLY PIPING PROVIDE ACCESS TO TRAP PRIMER IN CEILING. FINISHED FLOOR FLOOR DRAIN PIPING IN WALL & UNDER FLOOR FINISHED WALL -------�P-TRAP TRAP PRIMER N.T.S. TRAP PRIMER SCHEDULE DISTRIBUTION UNIT NO. AMIUFACTURER MODEL UNIT SERVING NOTES TP-1 I PRECISION PLUMBING PR-500 - FD-1 1 & 2 PRODUCTS, INC. NOTES: 1. USE TRAP PRIMER MODEL PR-500 FROM PRECISION PLUMBING PRODUCTS, INC. INSTALL PRODUCT AT A MINIMUM OF 12" ABOVE TRAPS. 2. TRAP PRIMER TO COMPLY WITH ASSE 1018. 3. TRAP PRIMERS ARE TO BE INSTALLED WITH UNIONS FOR EASE OF SERVICE. FLOOR DRAIN SCHEDULE UNIT MANUFACTURER MODEL NUMBER MATERIAL ACCESSORIES SAN. TRAP NO. PRIMER D-1 Zurn ZS-415-P-Y Cost Iron 1 & 2 3" 3" 112" ACCccennlee: 1 Trap primer connection 2 6' diameter strainer. Coordinate drain grate selection with Owner and Interior Designer. 3 Sediment bucket and 6' diameter hinged grate 4 5' diameter polished bronze stainer with raised flange 5 Provide Z-1464 surface mount control box 6 12' x 12' stainless steel, floor sink, 112 grate and sediment bucket. 7 Acorn8206 control box 8 4' long drain 9) Type "E" Strainer PLUMBING DETAILS STEEL BEAM STEEL I -BEAM bP ROD NGER PIPING BACKER )OR JOIST ROD CONCRETE DECK LEAD ANCHOR e ' •THREADED ROD �CLEVIS HANGER �—PLUMBING PIPING CONCRETE DECK BILE COPY STEEL JOISTS WOOD JOISTS CLEVIS HANGER DETAILS NOTES: 1. HANGERS FOR PIPING UP TO AND INCLUDING 2" SHALL BE B-LINE MODEL B-3174-C, OR EQUAL. 2. HANGERS ABOVE 2" SHALL BE B-LINE MODEL 9-3104-C OR EQUAL. J. ALL HANGERS AND SUPPORTS SHALL BE STAINLESS STEEL WHEN THEY ARE EXPOSED TO CORROSIVE CONDITIONS. N WL N_OSED WOR CORRER ZHSE ?LW5 O AY DS1*1 040SUB",PIED 1P5OER 10 REQU1RB� NECESSO 11BECODES' MM4AC Y WI1 GOL "--' "'^^'1 BACKER ,OR JOIST ;ee WGER PIPING 12113107 • ISSUED WGJCZAK & ASSOCIATEA M FOR OCNSLLTM a VPASM PERMIT833 East Sth St. Stuart,StFlorida 34994 (772)286-8696 Certi/icote of Authorizotion No. 3988 YATES RAINHO ARCHITECT INC. CUSTOM RESIDENTIAL COMMERCIAL AA-0002536 1 5707 SOUTH DIXIE HIGHWAY, STE 8 WEST PALM BEACH, FL. 33405, TEL: 561-493-1500 FAX: 561-493-1560 EMAIL: yrades@bellsouth.net www.yra-design.com data 12-13-07 approved' DAW job Ito= 27046 rwAdorw L Cd E Q >� U `w co O Cd 3 O W Q� Z �0 a � J A f I SEAL David A. Wojcieszok, P.E. p DEC 2 1 2007 License No. 32091 shoot ^ eet TIO. P 5 Of ahts Copyright © 2007 Yates Rainho Architects Inc