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HomeMy WebLinkAboutCONSTRUCTION PLAN 9-18-171 1 zz0� �- I I 2X8 ROOF JOISTS AT a , 16 O.G. (TYp.) Q fl s s t u Q `DBL. P.T. 2X8 LEDGER BE3-I • CONT. • DPObOT flRC IRIS, PA I 484 DTTURfl STREET -SUITE 311 ■ WEST PflIM 6fflCfl, FLORID• 33401 ■ (0)561-820-8088 ■I I (f)561-840-8089 ■ WWW.bPflSSfUPInDDQObOT.COM flR 0017698 flR 94843 ■ UC0R6 601 64 UCflRb 67673 • Ufl 26001461 Loon W� ■ I ■ ■ \J II J %mow I I ■ V � = Q I F— O J [Ll WE CE v� v 04 ■ Ln I ■ al I ■ v L" I O SHLfD DT: ® ItHET D. MSfUR - flR 0017698 ❑ JflSOU P. DPODOT - flR 94843 I I Q I JOD #: 17-008 THESE PLANS AND ALL PROPOSED WORK MR: 9-18-17 v � ARE SUBJECT TO ANY CORRECTIONSI DfSIGnfD DT: JDD DRflfTED DT: JDD .ri DBL. 2X6 P.T. WOOD "REQUIRED BY FIELD INSPECTORS THAT CflfCKfD 6T: ]D6 LEDGER TAPCONED •. MAY BE NECESSARY IN 019DER TO ' TO CMU WALL W/ SS. COMPLY WITH ALL APPLfCABLE COVES. v RfVISIons: Yi MIN. 4' IMBED. TYP. � EACI-I TYP. ®EACH 3'-0' X WINDOW 41140 1'-0' H.M. DOOR $�_I L-I L-2 4 FL -3 L-4 FL --4] conk. ■ LA PREFAB ALUM. R IIII -----------------------J CANOPY FRAME - - — - - - SEE MNR 61-IOp @130r: DRAWING9 PRE-ENGINEERED ROOF7RU86E6 AT GA15LE ENE) TRUSS 24' O.G. (TYp.)413Morino Wn CONSTRUCTION CORPORATIONS2 SCfllf: 1�4 - 1-0772-461-8335 LIC. CCCO13084 POST OFFICE BOX 186 • FT. PIERCE • FLORIDA TRUSS DfSIGn CPITfPIfl APPLICABLE CODE- FL BLDG. CODE 2010 WIND SPEED= 160 mph (ULT), 124 MPH (ASD) R3 (ENCLOSED), EXPOSURE 'C' TPI-2005 ASCE 1-10 ROOF TRUSSES: TOP CHORD LIVE LOAD: 30 PSP. TOP CHORD DEAD LOAD: 1 PSF. BOTTOM CHORD LIVE LOAD: 10 PAP. (NON -RECURRING) BOTTOM CHORD DEAD LOAD: 10 PS.F. TOTAL LOAD: 41 PS.F. a 133 duration factor 1. TRUSS MANUFACTURER SHALL SUBMIT PLANS AND ENGINEERING DRAWINGS FOR PERMIT, WHICH SHALL BE CERTIFIED BY AN ENGINEER IN THE STATE OF FLORIDA. 2. ALL MEMBERS SHALL BE SO FRAMED, ANCHORED, TIED AND BRACED THAT THEY HAVE THE REQUIRED STRENGTH 4 RIGIDITY, 3. GENERALLY, WALL SIZES INDICATED ARE BASED ON NOMINAL LUMBER SIZES. CARE SHOULD BE TAKEN DURING LAYOUT TO HOLD ALL EXTERIOR DIMENSIONS AND WORK INTERIOR DIMENSIONS TO THE CENTER LINE OF WALLS. 4. ALL PLYWOOD SHALL BE IDENTIFIED WITH THE APPROPRIATE GRADE/TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. 5. ALL PLYWOOD EXPOSED TO THE WEATHER SHALL BE EXTERIOR TYPE. 6. DESIGN FLOOR TRUSSES FOR ADDITIONAL 15 PSP. DEAD LOAD WHERE STONE OR MARBLE FLOORING IS TO BE INSTALLED. COORDINATE FLOOR FINISHES W/ BUILDER. MARBLE AND STONE FLOORING ATOP 1/2' DURO-ROCK BOARD. 1. ADD 300 LIVE LOAD AT BOTTOM CHORD FOR ATTIC STORAGE. 8. THE TRUSS LAYOUT SHOWN ON THIS SHEET IS SCHEMATIC IN NATURE, HOWEVER THE SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL CLOSELY RESEMBLE THE TRUSS DESIGNERS FINAL LAYOUT e. THE FRAMING SCHEME (DIRECTION OF TRUSSES, BEARING POINTS, ETC.) MAY NOT BE CHANGED WITHOUT PERMISSION FROM THE ARCHITECT OR ENGINEER OF RECORD WHO SHALL REVIEW THE PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS. 10. FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGN MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW. TRUSS DESIGNERS SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTIONS AS PART OF THE DESIGN. 11. TRUSS MANUFACTURER SHALL SUBMIT (5) COPIES OF TRUSS PLANS, SHOP DRAWINGS, AND ENGINEERING CALCULATIONS. (3) OF THE (5) SETS SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER. REVIEW OF TRUSS PLANS AND SHOP DRAWINGS IS A 'COURTESY' AND IN NO WAY RELIEVES THE TRUSS MANUFACTURER OF HIS RESPONSIBILITY TO PROVIDE A TRUSS LAYOUT AND ENGINEERING THAT FULLY INTEGRATES WITH THE ARCHITECTS SUPERSTRUCTURE. IF THERE IS ANY CONFLICT OR ADDITIONAL STRUCTURE REQUIRED, THE TRUSS MANUFACTURER SHALL NOTIFY THE ARCHITECT IN WRITING OF SPECIFIC AREAS OF CONCERN. 12. THE BUILDER SHALL BE RESPONSIBLE FOR COORDINATING THE LOCATION OF ATTIC AHU OR OTHER MISC. EQUIPMENT IN ATTIC WITH THE TRUSS MANUFACTURER PRIOR TO DESIGN AND/OR FABRICATION OF TRUSSES. TRUSS MANUFACTURER TO DESIGN TRUSSES TO CARRY ADDITIONAL LOAD FROM ATTIC AHU AND/OR OTHER MISC. EQUIPMENT. 13. ARCHITECT ACCEPTS NO RESPONSIBILITY FOR SUPERSTRUCTURE (BEAMS, COLUMNS, FOUNDATIONS) UNTIL REVIEW OF APPROVED SIGNED AND SEALED TRUSS DRAWINGS BY A FLORIDA REGISTERED ENGINEER 14. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL SUPERIMPOSED WIND LOADS PER THE FLORIDA BUILDING CODE. 15. REFER TO ARCHITECTURAL FLOOR PLAN DRAWING FOR ALL ROOM VAULTS, TIE BEAM HEIGHTS, SIZE AND REINFORCING. 16. ALL CONNECTOR STRAPS SHALL BE OF GALVANIZED SHEET STEEL ASTM A446-15, GRADE A (Fy = 33000 PSI). 11. ALL STEEL SEAT DETAILS SUPPORTING GIRDER TRUSSES SHALL BE COORDINATED WITH THE TRUSS MANUFACTURER FOR SIZE AND BOLT REQUIREMENTS (SEE PLAN). 19. ALL FLAT ROOF AREAS TO HAVE A MINIMUM SLOPE OF I/4' PER FOOT. Is. ALL CONNECTIONS INDICATED ARE MINIMUM REQUIREMENTS ARE SUBJECT TO FINAL REVIEW UPON ROOF TRUSS SHOP DRAWINGS SUBMITTAL TO ARCHITECTS OFFICE. 20. BRACING OF TRUSSES BY TRUSS ENGINEER (TYP.). 21. ALL UPLIFTS AND REACTIONS IN EXCESS OF 3,0000 SHALL BE NOTED ON ALL SUBMITTALS. 22. IF GALVANIZED FLASHING IS USED T.O. FOR VALLEYS AND DRIP EDGE THEN FLASHING AND DRIP EDGE SHALL BE 26 GAUGE (MIN.). 23. IF COPPER FLASHING 15 USED T.O. FOR VALLEYS AND DRIP EDGE THEN FLASHING AND DRIP EDGE SHALL BE I6 OZ. (MIN.) fnointTino MUM APPLICABLE CODE- FL BLDG. CODE 2014 PER CHAPTER 1609, USING ASCE 1-10 WIND SPEED= 160 MPH V CULT), 124 MPH V (ASD) WIND IMPORTANCE FACTOR= Im F-I(ENCLOSED) EXPOSURE 'C' ENCLOSED BLDG. INTERNAL PRESSURE COEFFICIENT- Gcp= 0.18 MEAN ROOF HEIGHT= 19B ft IMPACT PROTECTION: SHUTTERS IMPACT GL MAXIMUM DOOR 4 WINDOW PRESSURES: SHOWN ON PLANS COnnfCTOP SC11ME 03-05-12 I.D. MFGT2 CONNECTOR LATERAL FI/F2 UPLIFT FASTENERS FLORIDA APPROVAL* STRUCTURE TRUSS I(+ ) SIMPSON HETAL-16 415/1100 1010 EMBED (14) IOd X 1-1/2' 2 SIMPSON HIOA 590/285 1140 (9) IOd X 1-1/2' (9) 10d X 1-1/2' 10456 SIMPSON MT512 550/285 1000 (1) IOd X 1-1/2' (1) 10d X 1-1/2' 10456 3 SIMPSON HD-5B d 05 5/8' LT (2) 3/4' BOLTS 114e6 4 A B CUSTOM WALL BRACKET 1/4' THK, STEEL SEED TAIL. ALL BOLTS TO CONCRETE TO BE THREADED ROD, FASTENED INTO THE CONCRETE WITH EPCON TWO ' PART EPDXY OR EQUIVALENT OR RED HEAD LDT CONC. SCREWS. DO NOT USE EXPANSION ANCHORS. MINIMUM EMBEDMENT IS 6' FOR 1/2' ANp 5/8' DIA., 8' FOR 3/4' DIA. AND 10, FOR 1/8, AND I' DIA. BOLTS. ALTERNATE 5/8'x 6' OR 3/4'X 8' RED HEAD LDT CONC. SCREWS. .. INSTALL 30a FELT UNDER MEMBER + (2)HETAL 16 SPACED 1-1/2' APART IN GONG. (I MEMBER TRUSS) (12)10d x 1-1/2' NAILS 2035/2198 UPLIFT (2) HETAL 16 SPACED 3' APART IN CONC. (2 MEMBER TRUSS) (12)16d NAILS - 2500/2100 UPLIFT PER SIMPSON STRONG -TIE LETTER - MULTIPLE EMBEDDED STRAPS - ADDITIONAL 8% IF TIE BEAM (2A4LPTA-15 SPACED V APART IN CONC. = 3500 UPLIFT m MUST HAVE 5 NAILS IN TRUSS SEAT ++ ADD 2x6 NAILER • 2 MEMBER GIRDER I. ALL TRUSSES NOT SPECIFICALLY ADDRESSED HAVE UPLIFT .9600 AND ARE TO BE SECURED TO CONCRETE BEARING SURFACES WITH A SIMPSON 44ETAL-16 OR TO WOOD BEARING SURFACES WITH A (USP) RT-16A ALL END JACKS, CORNER JACKS AND HIP JACKS LESS THAN 9 FOOT SPAN CAN BE SECURED TO CONCRETE W/ A SIMPSON 'HETA-20' W/ (5A0d x 1-1/2' NAILS OR TO WOOD WITH A SIMPSON 'TS-18' W/ (8rbd NAILS. 2. HIGH PROFILE CONCRETE TILE IS TO BE SECURED WITH TWO 10d NAILS AND A CLIP, OR ALTERNATE APPROVED METHOD, AS REQUIRED, IN THE END ZONES OF THE ROOF, 3. RTI6A AND RT16-2 CONNECTORS MAY BE SUBSTITUTED FOR EACH OTHER, DEPENDING ON WHETHER THE GIRDER IS A ONE MEMBER OR TWO MEMBER RTI6A'S MAY BE USED TO SECURE TRUSSES TO TIE/BOND BM WHERE THE LAYOUT WAS MISSED WITH (4) TAPCONS AS DESCRIBED ABOVE. TS22 STRAPS WITH (4) TAPCONS MAY ALSO BE USED AT AN ANGLE WALL/TRUSS. 4. CONNECTORS HAVE BEEN SELECTED TO PROVIDE ADEQUATE LATERAL RESISTANCE. 5. CONNECTOR VALUES EXCLUDE A 33% INCREASE IN STRENGTH. COnntGOP NO UPLIFT CONNECTOR TYPE ( 3 NUMBER OF CONNECTORS POOf ZOnf MOM M 1 / e QK 2 a: EDGE STRIP DEFINED AS THE LESSER OF 10% OF LEAST HORIZONTAL DIMENSION OF BUILDING OR 40% OF HEIGHT H BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OF BUILDING AND AT LEAST 3 FT. WOOD bfflM LtOD w _I (2) Lis X 14' LVI. OR (3)1.15 X ILS15 LVL �_2 (3) 2'xl2' SFM WD. 5K W7 (2) IR' PLYWD. GUSSETS. TWO JACKS OR 4'x4' POSTW/ (2)RT-16 OR (4) T522 a TOP AND HP-2A a Wr. USE (4) (5) T622 STRAPS 6 Wn. WHEN STUDS ARE ATOP GIRDERS. OTHREE 2'x6' JACKS OR 4'x6' POST V (2) RT-16 OR (4) ST22 a TOP 4 14D5A • 8017. USE (46) T822 STRAPS a 60TT. WFEN STUDS ARE ATOP GIRDERS. O (2)) 2�T,7(2�T72JACKS � (USPAPfH614 01 DUO PMA TfPS 1. MASONRY IS TO BE FILLED WITH COARSE GROUT (8' TO 11' SLUMP) THAT HAS A MINIMUM COMPRESSIVE STRENGTH Fc OF 3,000 PSI • 28 DAYS. 2. REINFORCING STEEL IS ASTM A615 GRADE 60, WITH A MINIMUM LAP OF 48 BAR DIAMETERS. 3. REINFORCING IS PLACED IN THE TOP ROW OF THE DOUBLE ROW OF THE APPROVED MASONRY UNITS WITH 11/2' COVER. REINFORCING STEEL IN THE LINTEL DOES NOT INCREASE THE UPLIFT CAPACITY OF THE SINGLE SPAN CONDITION BETWEEN THE TIE- DOWN POINTS. 4. THE SPAN 18 MEASURED (IN FEET) AS THE DISTANCE BETWEEN THE TIE - DOWN POINTS CONSISTING OF A 45 (MIN.) REBAR IN VERTICAL 8X8 BLOCK CELL. REINFORCING SHALL BE ADEQUATELY EMBEDDED IN THE FOOTING (STANDARD 90 DEGREE HOOK, 10' LONG) AND SHALL HAVE A SO DEGREE HOOK AT THE MID - DEPTH OR HIGHER IN THE BOND BEAM. 5. ALL CALCULATIONS ARE BASED ON 2014 �J- rlr= w 1 _�.•..c= ..� Ear_ NOTE: 03 STIRRUPS AT 8' O.C. AT TIE BEAMS OVER LINTELS AND BEAMS LIEL SOME MAE�fS at LINTEL. ir�E APPLE LQAQ (PLF) AL L Ali E LQ9Q (PLF) �A815� L-I 4' SF8-I15 580 26s3 - L-2 1'-6' 8F8-IB 880 1011 - L-3 4'-6' SF8-I5 620 218e - L-4 12' SF16-I5 240 540 - Sflff QUATY LOU fOP 8" MUST d PPfSTPfSSfD U-LIMB 4MT64~M SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH SUS 9FO-05 8F12-05 8FI6-0B 20-05 OF24-05 8P28-oB 8F32-0B SF8-I15 OFI2-I5 8FI6-I5 BP20-15 OF24-15 81=28-I6 SP32-15 V-10' (34') PRECAST 2231 3069 4605 6113 1541 8914 10394 11809 306e 4605 6113 1541 8914 10394 1180e 3'-6' (42') PRECAST 2231 3069 3119 5163 6601 8054 9502 10951 3069 4605 6113 1541 8914 103,34 1180e 4'-0' (481) PRECAST 196ro 2561 2151 1 3820 4890 5961 1034 8101 2ro93 4605 6113 1541 8914 10394 11809 4'-6' (54') PRECAST 159e I96g 2110 2931 3153 45-16 5400 6224 2189 4315 6113 1541 C1) 8612 10294 11809 5'-4' (641) PRECAST 1211 1349 1438 Islas 2560 3123 3686 4249 1663 30W 5365 1541(36) 1342(IS) 8133 (19) 10121 ()9) 5'-10' (101) PRECAST 1062 1105 1113 1631 2090 2549 3009 3410 1451 2622 4360 1166 (45) 6036 (Is) 1181 (Is) 8328(20) (181) PRECAST 908 1238 2111 3480 3031 3101 4383 5061 1238 2111 3480 5381 8360 10394(31) 8825 (14) 1'-6' (909 PRECAST 143 1011 1129 2632 2205 26e8 3191 3685 1011 1129 2661 3898 5681 8461(44) 6412 (15) 9'-4' (112') PRECAST 554 rose 1160 1625 2564 3486 2818 3302 152 1245 1843 2564 3486 4105(31) 6390(41) 10'-6' (126') PRECAST 4-15535 890 1241 2093 2111 2163 2536 643 1052 1533 20S3 2181 3643(38) 4154(45) II'-4' (136') PRECAST 362 582 e45 1366 1846 2423 3121 4006 582 945 1366 1S46 2423 3121 4006 12'-0' (1449 PRECAST 331 540 813, 1254 1684 21e3. 2805 3552 540 813 1254 1684 21S3 2805 3552 13'-4' (1607PRECAST 296 411 155 1015 1425 1830 2316 2883 411 155 1015 1428 1838 2316 2883 14'-0' 0659 PRECAST 219 424 106 1002 1326 1 1691 2121 2630 442 106 1002 1326 1691 2121 2630 PRESTRESSED N.R NR NR NR NR NR NR NR NR 183 1310 IJ02 2245 2511 2112 15'-4' (1849 PRESTRESSED N.R. NR NR NR NR NR NR NR 412 110 1250 1133 2058 2320 2513 11'-4' (2089PRESTRESSED N.R NR NR NR NR NR NR NR 300 548 950 1326 1609 1945 2041 19'-4' (2329 PRESTRESSED N NR NR NR NR NR NR NR 235 420 750 1031 1282 1515 1116 21'-4' (2569PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 135e 1468 22'-0' (264')PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 184 1041 1285 1399 24'-O'(288')PRESTRESSED N.R. NR NR NR NR NR NR NR 129 250 450 654 884 1092 1222 (0) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 3/4' HOLES FOR 5/8'x6' TITEN CONCRETE SCREWS bUCKfT #4 fl.T.S. 1/4' THK. STL. HANGER II/16' HOLES FOR 5/8' THRU-BOLTS fMAIN X1 ab,• CONSTRUCTION ` 772-461-8335 _ POST OFFICE BOX 186 w^' CORPORATION LIC. CGCO13084 PIERCE • FLORIDA bPflSStuP L4 I DPObOT flPC IRIS, PA 124 DflIUPP STRUT-SUITf 511 NEST PEA bfflCB, fLORIDfl 33401 (0)561-820-8088 (f)561-820-8089 WWW.bPflSSfURflIlDDROb0T.COM flR 0017698 flR 94843 nCflRb 601 64 UCflRb 67673 11126001461 `i Loon O re! v _i 1./'1 �- C= 21 �e! U 7- C� ✓1 O ✓1 e. � 1' u SHLfD bT: ® ]fffRfT D. MSM - flR 0017698 ❑ ]flS011 P. DRODOT -flR 94843 lob #: 17-008 MR: 9-18-17 D51011 D bT: ]Db DWED bT: ]Db CflfCKfD bT: ]Db P51slO(1S: a S500@140�: TRUSS DUO CPITfPIfl APPLICABLE CODE= FL BLDG- CODE 2014E WIND SPEED= 160 mph (ULT), 124 MPH ( ) R3 (ENCLOSED), EXPOSURE 'C' TPI-2005 ASCE 1-10 ROOF TRUSSES: TOP CHORD LIVE LOAD: TOP CHORD DEAD LOAD: BOTTOM CHORD LIVE LOAD: BOTTOM CHORD DEAD LOAD: TOTAL LOAD: 30 PSF. 1 P.S.F. 10 P.S.F. (NON -RECURRING) 10 PSF. 41 P.S.F. ® 133 duration factor 1. TRUSS MANUFACTURER SHALL SUBMIT PLANS AND ENGINEERING DRAWINGS FOR PERMIT, WHICH SHALL BE CERTIFIED BY AN ENGINEER IN THE STATE OF FLORIDA. 2. ALL MEMBERS SHALL BE SO FRAMED, ANCHORED, TIED AND BRACED THAT THEY HAVE THE REQUIRED STRENGTH 4 RIGIDITY. 3. GENERALLY, WALL SIZES INDICATED ARE BASED ON NOMINAL LUMBER SIZES. CARE SHOULD BE TAKEN DURING LAYOUT TO HOLD ALL EXTERIOR DIMENSIONS AND WORK INTERIOR DIMENSIONS TO THE CENTER LINE OF WALLS. 4. ALL PLYWOOD SHALL BE IDENTIFIED WITH THE APPROPRIATE GRADE/TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. 5. ALL PLYWOOD EXPOSED TO THE WEATHER SHALL BE EXTERIOR TYPE. 6. DESIGN FLOOR TRUSSES FOR ADDITIONAL 15 PSF. DEAD LOAD WHERE STONE OR MARBLE FLOORING IS TO BE INSTALLED. COORDINATE FLOOR FINISHES W/ BUILDER MARBLE AND STONE FLOORING ATOP 1/2' DURO-ROCK BOARD. 1. ADD 30" LIVE LOAD AT BOTTOM CHORD FOR ATTIC STORAGE. S. THE TRUSS LAYOUT SHOWN ON THIS SHEET 15 SCHEMATIC IN NATURE, HOWEVER THE SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL CLOSELY RESEMBLE THE TRUSS DESIGNERS FINAL LAYOUT. 9. THE FRAMING SCHEME (DIRECTION OF TRUSSES, BEARING POINTS, ETC.) MAY NOT BE CHANGED WITHOUT PERMISSION FROM THE ARCHITECT OR ENGINEER OF RECORD WHO SHALL REVIEW THE PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS. 10. FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGN MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW, TRUSS DESIGNERS SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTIONS AS PART OF THE DESIGN. It. TRUSS MANUFACTURER SHALL SUBMIT (5) COPIES OF TRUSS PLANS, SHOP DRAWINGS, AND ENGINEERING CALCULATIONS. (3) OF THE (5) SETS SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER REVIEW OF TRUSS PLANS AND SHOP DRAWINGS IS A 'COURTESY' AND IN NO WAY RELIEVES THE TRUSS MANUFACTURER OF HIS RESPONSIBILITY TO PROVIDE A TRUSS LAYOUT AND ENGINEERING THAT FULLY INTEGRATES WITH THE ARCHITECTS SUPERSTRUCTURE. IF THERE IS ANY CONFLICT OR ADDITIONAL STRUCTURE REQUIRED, THE TRUSS MANUFACTURER SHALL NOTIFY THE ARCHITECT IN WRITING OF SPECIFIC AREAS OF CONCERN. 12. THE BUILDER SHALL BE RESPONSIBLE FOR COORDINATING THE LOCATION OF ATTIC AHU OR OTHER MISC. EQUIPMENT IN ATTIC WITH THE TRUSS MANUFACTURER PRIOR TO DESIGN AND/OR FABRICATION OF TRUSSES. TRUSS MANUFACTURER TO DESIGN TRUSSES TO CARRY ADDITIONAL LOAD FROM ATTIC AHU AND/OR OTHER MISC. EQUIPMENT. 13. ARCHITECT ACCEPTS NO RESPONSIBILITY FOR SUPERSTRUCTURE (BEAMS, COLUMNS, FOUNDATIONS) UNTIL REVIEW OF APPROVED SIGNED AND SEALED TRUSS DRAWINGS BY A FLORIDA REGISTERED ENGINEER 14. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL SUPERIMPOSED WIND LOADS PER THE FLORIDA BUILDING CODE. 15. REFER TO ARCHITECTURAL FLOOR PLAN DRAWING FOR ALL ROOM VAULTS, TIE BEAM HEIGHTS, SIZE AND REINFORCING. 16. ALL CONNECTOR STRAPS SHALL BE OF GALVANIZED SHEET STEEL ASTM A446-15, GRADE A (Fy = 33000 PSU. 11. ALL STEEL SEAT DETAILS SUPPORTING GIRDER TRUSSES SHALL BE COORDINATED WITH THE TRUSS MANUFACTURER FOR SIZE AND BOLT REQUIREMENTS (SEE PLAN). 16. ALL FLAT ROOF AREAS TO HAVE A MINIMUM SLOPE OF 1/4' PER FOOT. IS. ALL CONNECTIONS INDICATED ARE MINIMUM REQUIREMENTS ARE SUBJECT TO FINAL REVIEW UPON ROOF TRUSS SHOP DRAWINGS SUBMITTAL TO ARCHITECTS OFFICE. 20, BRACING OF TRUSSES BY TRUSS ENGINEER (TYP.). 21. ALL UPLIFTS AND REACTIONS IN EXCESS OF 3000" SHALL BE NOTED ON ALL SUBMITTALS. 22. IF GALVANIZED FLASHING IS USED T.O. FOR VALLEYS AND DRIP EDGE THEN FLASHING AND DRIP EDGE SHALL BE 26 GAUGE (MIN.). 23. IF COPPER FLASHING IS USED T.O. FOR VALLEYS AND DRIP EDGE THEN FLASHING AND DRIP EDGE SHALL BE I6 OZ. (MIN.) fnUMPIN OPIUM APPLICABLE CODE= FL BLDG. CODE 2014 PER CHAPTER 1609, USING ASCE 1-10 WIND SPEED= 160 MPH V (ULT), 124 MPH V (ASO) WIND IMPORTANCE FACTOR- 1.0 F-1(ENCLOSED) EXPOSURE 'C' ENCLOSED BLDG. INTERNAL PRESSURE COEFFICIENT- Gcp= 0.16 MEAN ROOF HEIGHT= 19.5 ft IMPACT PROTECTION: SHUTTERS IMPACT GL.. MAXIMUM DOOR 4 WINDOW PRESSURES: SHOWN ON PLANS CORGOP SOME 03-05-12 I.D. MFG'R. CONNECTOR LATERAL FI/F2 UPLIFT FASTENERS FLORIDA APPROVAL " STRUCTURE TRUSS Y+) SIMPSON HETAL-16 415/1100 1010 EMBED (14) 10d X 1-1/2'm 2 SIMPSON H10A 590/285 1,140 (9) I0d X 1-1/2, (9) IOd X 1-1/2' 1045Fi SIMPSON MT612 590/285 1,000 (l) I0d X 1-1/2' (1) I0d X 1-1/2' 10456 3 SIM HD-55 4 05 5/8' BOLT (2) 3/4' BOLTS 11490 44A415 CUSTOM WALL BRACKET 1/4' THK. STEEL SEE DETAIL. ALL BOLTS TO CONCRETE TO BE THREADED ROD, FASTENED INTO THE CONCRETE WITH EPCON TWO PART EPDXY OR EQUIVALENT OR RED HEAD LOT CONC. SCREWS. DO NOT USE EXPANSION ANCHORS. MINIMUM EMBEDMENT IS 6' FOR 1/2' AND 5/8' DIA., S' FOR 3/4' DIA. AND 10' FOR '1/8' AND I' DIA. BOLTS. ALTERNATE 5/8'x 6' OR 3/4'X 8' RED HEAD LOT GONG. SCREWS. .. INSTALL 30" FELT UNDER MEMBER + (2)HETAL 16 SPACED 1-1/2' APART IN GONG. (l MEMBER TRUSS) (12)10d x 1-1/2' NAILS = 2035/2198 UPLIFT (2) HETAL 16 SPACED 3' APART IN CONC. (2 MEMBER TRUSS) (12)16d NAILS = 2500/2100 UPLIFT PER SIMPSON STRONG -TIE LETTER - MULTIPLE EMBEDDED STRAPS - ADDITIONAL 8% IF TIE BEAM (2)HLPTA-l5 SPACED 3' APART IN CONC. = 3500 UPLIFT m MUST HAVE 5 NAILS IN TRUSS SEAT ++ ADD 2x(o NAILER a 2 MEMBER GIRDER NOTES 1, ALL TRUSSES NOT SPECIFICALLY ADDRESSED HAVE UPLIFT , 950" AND ARE TO BE SECURED TO CONCRETE BEARING SURFACES WITH A SIMPSON HETAL-I6 OR TO WOOD BEARING SURFACES WITH A (USP) RT-16A ALL END JACKS, CORNER JACKS AND HIP JACKS LESS THAN 9 FOOT SPAN CAN BE SECURED TO CONCRETE W/ A SIMPSON 'HETA-20' W/ (5)10d x 1-1/2' NAILS OR TO WOOD WITH A SIMPSON 'TS-18' W/ (W6d NAILS. 2. HIGH PROFILE CONCRETE TILE IS TO BE SECURED WITH TWO IOd NAILS AND A CLIP, OR ALTERNATE APPROVED METHOD, AS REQUIRED, IN THE END ZONES OF THE ROOF. 3_ RTI&A AND RT16-2 CONNECTORS MAY BE SUBSTITUTED FOR EACH OTHER, DEPENDING ON WHETHER THE GIRDER IS A ONE MEMBER OR TWO MEMBER RTI&A'S MAY BE USED TO SECURE TRUSSES TO TIE/BOND BM WHERE THE LAYOUT WAS MISSED WITH (4) TAPCONS AS DESCRIBED ABOVE. T622 STRAPS WITH (4) TAPCONS MAY ALSO BE USED AT AN ANGLE WALL/TRUSS. 4. CONNECTORS HAVE BEEN SELECTED TO PROVIDE ADEQUATE LATERAL RESISTANCE. 5. CONNECTOR VALUES EXCLUDE A 33`e INCREASE IN STRENGTH. COHRGOP UOD UPLIFT CONNECTOR TYPE (2) 3 NUMBER OF CONNECTORS POOf ZOR D UNA �1 a 1 LJ / 3 AI O I 1 O I 2 1 J 3 1 a: EDGE STRIP DEFINED AS THE LESSER OF 10% OF LEAST HORIZONTAL DIMENSION OF BUILDING OR 40% OF HEIGHT H BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OF BUILDING AND AT LEAST 3 FT. A O (2)1.15X14'LVLOR (3)1.15 X 11,815 LVL (3) 2'xl2' SPF"2 WD.15K W/ (2)1/1' PLYWD. GUSSETS. OTWO JACKS OR 4'x4' POSTW/ (2)RT-16 OR (4) T622 s TOP AND HD-2A ® 5OTT. USE (4) (6) T622 STRAPS BOTT. WHEN STUDS ARE ATOP GIRDERS. OTHREE 2'xV JACKS OR 4'xb' POST W/ (2) RT-lb OR (4) ST22 ® TOP 4 WP5A 4 BOTT. USE (4XS) T522 STRAPS 6 BOTT. WHEN STUDS ARE ATOP GIRDERS. O(2) 2'xV14' SPF"1 JACKS W/ (USP)5PTH6/4 a BOTT. 4 (2XSAT22 a TOP. DUO RNMUS 1. MASONRY 15 TO BE FILLED WITH COARSE GROUT (8' TO 11' SLUMP) THAT HAS A MINIMUM COMPRESSIVE STRENGTH fc OF 3000 PSI 6 28 DAYS. 2. REINFORCING STEEL IS ASTM A615 GRADE 60, WITH A MINIMUM LAP OF 4S BAR DIAMETERS. 3. REINFORCING IS PLACED IN THE TOP ROW OF THE DOUBLE ROW OF THE APPROVED MASONRY UNITS WITH 11/2' COVER REINFORCING STEEL IN THE LINTEL DOES NOT INCREASE THE UPLIFT CAPACITY OF THE SINGLE SPAN CONDITION BETWEEN THE TIE- DOWN POINTS. 4. THE SPAN 15 MEASURED (IN FEET) AS THE DISTANCE BETWEEN THE TIE - DOWN POINTS CONSISTING OF A 05 (MIN.) REBAR IN VERTICAL 8X8 BLOCK CELL. REINFORCING SHALL BE ADEQUATELY EMBEDDED IN THE FOOTING (STANDARD 9ID DEGREE HOOK, 10' LONG) AND SHALL HAVE A 90 DEGREE HOOK AT THE MID - DEPTH OR HIGHER IN THE BOND BEAM. 5. ALL CALCULATIONS ARE BASED ON 2014 bfflM SOME MARK TOP OF 15EAM DIMS. 9& 2 REINFORCING (,) HOOPS/ STI SPECIAL CONDITIONS OR REMARIGS TOP )r111z = Na SPACING BB -I +12 -0' AFF. 8' X 16' 145 - 1 "5 - - CONT. DBL. BOND BEAM NOTE: 03 STIRRUPS AT 8' O.G. AT TIE BEAMS OVER LINTELS AND BEAMS LIUTfL SOME MARK I.E> Ike OF LINTS TYL'E APPLIED LOAD (PLF) AL LQ=r.> LOADRE (PLF) L-I 4' SF8-I15 DSO 2693 - L-2 1'-/c' 8F8-I5 880 1011 L2 4'-6' 8F8-I5 620 218E - FL 4] 12' SFIO-15 240 D40 Sflff UNITY LOOS fOP 8" MUST 6 PPETP50 UAIMB 14^w_44:rn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH SUS 8F8-0B 8F12-05 8FI6-0B 20-05 8F24-05 OF28-OB 8032-08 SFS-15 8FI2-I5 SFI6-15 8F20-I5 W24-I5 OF28-I5 SF32-15 2'-10' (34') PRECAST 2231 3069 4605 6113 1541 8914 10394 11801 3069 4605 6113 1541 S914 10394 11809 3'-6' (421) PRECAST 2231 30%9 3119 5163 OFi01 8054 9502 10951 3069 4605 6113 1541 SS14 10394 11S09 4'-0' (48') PRECAST I966 2561 2151 3820 4B90 5961 1034 8101 2693 4605 6113 1541 1 8914 10394 11S09 4'-6' l54') PRECAST 1599 1S69 2110 2931 3153 4516 5400 6224 2189 4315 6113 1541 (1) 8612 10294 11809 5'-4' (64') PRECAST 1211 1349 1435 1999 2560 3123 3686 4249 1663 3090 5365 1541(36) 1342OS) 6133 (19) 10121 (19) PRECAST 106E 1105 U13 1631 2090 2549 3009 3410 1451 2622 4360 1168 (45) 6036 03) 1181 (19) 6328 (20) 6'-6' (189 PRECAST 908 1236 2111 3480 3031 3101 4303 5061 1238 2111 3480 5381 8360 10394(31) E025 (14) (SO') PRECAST 143 1011 112E 2632 2205 2698 3191 3685 1011 1129 2661 38,38 5661 8461(44) 6412 (15) 9'-4' (11E'J PRECAST 554 099 1160 1625 2564 3486 2818 3302 152 1245 1843 2564 3486 4105(31) 6390(41) 10'-6'(1269 PRECAST 415 535 890 1241 2093 2111 2163 253/o 643 1052 1533 20,33 2181 3643(38) 4154(45 Il'-4' 11367 PRECAST 362 582 945 1366 1846 2423 3121 4006 582 S45 1366 1846 2423 312-1 4006 12'-0' (144') PRECAST 33l 540 613 1254 1604 2193 2805 3552 540 813 1254 1684 2193 2805 3552 13'-4' 060')PRECAST 296 411 155 1015 1428 1638 231(o 2883 411 155 1015 1428 1838 2316 2883 14'-ID' 1168') PRECAST 219 424 106 1002 1326 lrbcYl 2121 2630 442 "1" 1002 1326 1691 212-T 2630 14'-8' (1169 PRESTRESSED N.R NR NR NR NR NR NR NR 458 153 1310 1902 2245 2511 211E 15'-4' (1841) PRESTRESSED NR NR NR NR NR NR NR NR 412 110 1250 1133 2058 2320 2513 Il'-4' C208')PRESTRESSED N.R.300 NR NR NR NR NR NR NR 549 950 1326 WOOS 1649 2041 IV-4' 12329 PRESTRESSED N.R NR NR NR NR NR NRpl4roa 235 420 150 1031 1282 BID 21'-4' (256')PRESTRESSED N.R NR NR NR NR NR NR 180 340 598 845 1114 1359 22 -0 (264 )PRESTRESSED NR NR NR NR NR NRN.R165 315 55ID 184 1041 1285 24'-0'(285')PRESTRESSED NR NR NR NR NR NR R NR 250 450 654 884 10E 2129 (") THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR SEE NOTE NO. 4 3/4' HOLES FOR 5/8WO, TITEN CONCRETE SCREWS bUCKfT #4 H.T.S. 1/4' THK. STL. HANGER II/16' HOLES FOR 5/6' THRU-BOLTS THESE PLANTS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS 'REQUIRED BY FIELD INSPECTORS THAT %WAY BE NECESSARY IN ORD2M TO COMPLY WITH ALL APPLICABLE CZ,,,DES. CONSTRUCTION ` MMIN DIRE 772-461-8335 POST OFFICE BOX 186 - bPflsstuP LJ DPObOT flRCflITfQS, PA 1 224 DnTUPfl STRffT - SUIIf 311 [WEST PflLM bfflCfl. I'LOPIDII 53401 (0)561-820-8088 (0561 820-8089 WWW.bPnSSfUQRnDDPObOT.COM flP 0017698 RR 94843 nCflPb 60164 R(Ub 67673 flfl 26001461 U J 0 ". v I _J 'V v `^ F- �. CIO v L � O � ✓1 w J CD -0 OJ =-1 SH0 bY: ® lfffPfY D. 150SSM - flP 0017698 ❑ ASOII P. DP060T - IP 94843 I lob #: 17-008 DOTE: 9-18-17 D5101) bY: )Db DRfifD bY: )Db Cflt(KfD 6Y: )Db PfVIS1011S: 'LBLDG. OPT. COMM. 10-5-15 I S590 00RPORATION LIC. CGC013084 PIERCE FLORIDA Sflff1:14\\ Of: MAX Molts MOW nOTfS 1. ALL CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 531-55. FM = 1500 PSI 2. MORTAR SHALL BE TYPE M PER ASTM C 2-10-92. 3. CONCRETE FILL: A. CELLS LINTELS AND BOND BEAMS WHEN SPECIFIED SHALL BE FILLED W/ 3000 PSI PEA GRAVEL CONCRETE. B. THE MIX DESIGN SHALL BE APPROVED BY THE ENGINEER C. ALL CONCRETE SHALL BE OF A FLUID CONSISTENCY, WHICH MEANS THAT THE CONSISTENCY SHALL BE AS FLUID AS POSSIBLE FOR POURING WITHOUT SEGREGATION OF THE CONSTITUENT PARTS. D. THE USE OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT WRITTEN CONSENT OF THE ENGINEER, 4. REINFORCING: VERTICAL: A ASTM A615-94 PER REINFORCING SECTION (GRADE 60). B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING. C. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH FROM THE MASONRY. D. VERTICAL REINFORCING SHALL BE AS LOCATED ON THE PLAN AND AS INDICATED IN THE COLUMN SCHEDULE, E. ICAL INFORCING EACH SIDE OF ANY OPENING, IF TO THE TTIE BEAM.. PRECAST LINTELS SHALL HAVE OPENINGS TOUALLOW REILNFORCING BARS BE SO CONTINUE UNINTERRUPTED. HORIZONTAL: A HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDULE. STRUCTURAL DESIGN SHALL BE IN ACCORDANCE WITH A.C.I. 530-99/ AA.C.E. 5-99/TUM.S. 402-99, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. 5. SHALL BE IN ACCOANCE WITH AC.I. SPECIFICATIONS IFOR MASONRY STRUCTUR AND THE COMMENTARY ON SPECIFICATIONS F CATIONS FOR MASONRY STRUCTURES. C. IN HVHZ AREAS THE BUILDER SHALL EMPLOY A SPECIAL INSPECTOR APPROVED BY THE BUILDING OFFICIAL TO ENSURE COMPLIANCE WITH THE APPROVED STRUCTURAL PLANS IN ACCORDANCE WITH SECTION 2122.4 F.B.C. 6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT t0 MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL. 1. CLEAN OUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH LIFT OVER 4'-O' NIGH. CLEAN OUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION, AND BEFORE GROUTING. a. PROVIDE A GROUTED FILLED CELL AT BEARING POINT OF EACH GIRDER TRUSS. 8. PROVIDE 9 GAUGE HORIZONTAL JOINT REINFORCEMENT (LADDER TYPE) EVERY OTHER rOURSE. STff[ nOTfS I. STRUCTURAL STEEL SHALL CONFORM t0 THE AISC 'SPECIFICATION FOR THE DESIGN, MATTERIALS 6HALLL. ICATION AND CONFORM TO THE APPLCTION OF: RCABLE ASTM SPECSTEEL FOR IFICATION 'ION 4 FOLLOWS: SHAPES, PLATES, ANCHOR BOLTS - A-36, MACHINE BOLTS = A 325, TUBULAR STEEL = 06500 GRADE B (46 KSI) 2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY 'STRUCTURAL WELDING CODE'. ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE A.WS. A5.1 E70Xx_ I. ALL INTERIOR LOAD BEARINCx PARTITIONS TO ESE BUILT WITH C STUD, AS PER CODE AND AS DETAILED. LIPS, TOP AND BTM. OF EA. 2. ALL NON -BEARING INTERIOR PARTITIONS SHALL BE CONSTRx-..TEp OF 20 GA. GEE CHANNEL METAL STUDS AT 24' O.G. WITH MATCHING TOP AND BOTTOM TRACKS, WITH 5/8' GYPSUM WALLBOARD EACH SIDE. ATTACH GYPSUM WALLBOARD WITH 1' LONG BUGLE HEAD DRYWALL SCREWS AT 12' O.C. MAX. OPTION: DIMENSIONAL LUMBER MAY BE USED I.L.O. METAL STUDS WHERE EXCEPTED BY THE FLORIDA BUILDING CODE AND WITH APPROVAL BY ARCHITECT. 3. DIMENSIONAL LUMBER 614ALL BE SOUTHERN YELLOW PINE NO. 2 OR BETTER AND SHALL PROVIDE ALLOWABLE STRESS VALUES OF 1200 PSI IN BENDING POR SINGLE MEMBER USES. 9O PSI IN HORIZONTAL SHEAR AND SHALL HAVE A MODULUS OF ELASTICITY OF 1600 KSI OR BETTER, AS DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. 4, STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE 'TIMBER CONSTRUCTION MANUAL' AS PUBLISHED BY THE AMERICA INSTITUTE OF TIMBER CONSTRUCTION, CURRENT ADDITION. 5. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) - 2xi2'S (FOR WOOD FRAME CONSTRUCTION DEPENDING ON WALL THICKNESS) EXCEPT WHERE NOTED. 6. HEADERS FOR OPENINGS GREATER THAN 6'-0' MUST BE ENGINEERED AND STAMPED BY THE TRUSS MANUFACTURER. 1. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. PROVIDE AN APPROVED MOISTURE BARRIER BETWEEN WOOD AND CONCRETE OR ANY OTHER CEMENTITOUS MATERIALS AS PER CODE. S. METAL LATH OVER SHEATHING SHALL BE 3/8, 'V' GROOVED OR DIMPLED. CEILINGS AND SOFFITS SHALL BE HIGH RIB METAL LATH. FASTEN TO THE SUBSTRATE AT 4' O.C. FOR THE FOLLOWING CONDITIONS: CONCRETE: 3/4' LONG STUB NAILS W/ 3/8' HEAD. FOR HORIZONTAL AND VERTICAL WOOD FRAMING MEMBERS USE NAILS OR STAPLES TO PROVIDE AT LEAST I-3/4' PENETRATION INTO HORIZONTAL FRAMING MEMBERS, AND 3/4' PENETRATION INTO VERTICAL FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS SHALL BE BENT OVER TO ENGAGE THREE STRANDS OF LATH (MIN.) OR BENT OVER A RIB WHENI IETALR. IMETALLATH IFRAMIING: SELF TAPPING SCREWS 012 xS BE ING INSTALLED. SHEATHING: 14 1//2' WASHER HEAD.ST'APLES SHALL NOT BE USED FOR SOFFITS OR CEILINGS. S. PNEUMATIC FASTENERS SYSTEM TO BE HILT[ -COIL NAIL PROGRAM, CRF 112G 1-1/2' LONG AND .120 DIA. TYPE U.O.N. 10. A ONE HOUR RATING SHALL BE PROVIDED FOR WD. POSTS NOT IN A FIRE RATED PARTITION. THE POST SHALL BE WRAPPED IN W/1 LAYER OF TYPE 'X' GYPSUM WALLBOARD ON ALL SIDES FROM THE BASE OF THE POST TO THE UNDERSIDE OF BEARING, It BUILDER SHALL BE RESPONSIBLE FOR THE ADEQUATE HANDLING, BRACING, AND BRIDGING USED DURING INSTALLATION OF TRUSSES TO PREVENT COLLAPSE, DAMAGE, OR INJURY. COn(UTf nOTfS I. CONCRETE SHALL CONFORM TO ASTM C94-99 AND SHALL HAVE 3000 PSI COMPRESSIVE STRENGTH IN 28 DAYS ( UNLESS NOTED OTHERWISE) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318-9S AND ACI 301-99. 2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLABS ON VAPOR BARRIER = 3/4', BEAMS AND COLUMNS 1 1/24, FORMED CONCRETE BELOW GRADE = 21, UNFORMED CONCRETE BELOW GRADE = 3'. 3. REINFORCING STEEL: GRADE 60 (FY-60.000) ASTM A615-82 $1. 4. PLACING DRAWINGS AND BAR LISTS SHALL CONFORM TO A.C.I.16 'MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION'. AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UAN. 5. DETAILING OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH 'THE MANUAL STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION' AS PUBL[SHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE, 6. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT ALL LOADS DURING CONSTRUCTION, 1. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. MIN. WHERE SPLICED AND SHALL BE WIRED TOGETHER PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIZ BEAM REINFORCING AT EACH FACE. LAP 48 BAR DIA. MIN. $- CONCRETE BEAMS WITH STIRRUPS SHALL BE TYPE S-6 AND HOOPS SHALL BE TYPE T-2 TYPICAL CRS[ BAR BENDS UNLESS OTHERWISE NOTED. S. ALL BEAM TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE NOTED 10. ALL TIE BEAM REINFORCING SHALL BE CONTINUOUS THROUGH TIE- SEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS. 11. BUNDLE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER SUPPORTS WITH TOP BARS FROM ADJACENT BEAMS. (UNO). 12. CONCRETE BEAM SIZES MAY INCREASE (S'MAX.) AS REQUIRED FOR ARCHITECTURAL DETAILS OR FIT BLOCK COURSIN(:k DROP BOTTOM OF TIE BEAM AS REQUIRED AT WINDOW AM DOOR BEAMS OS' MAX.) AND ADD 2-S BARS BOTTOM IF DROP EXCEEDS 0% 13. ALL ADDED LONGITUDINAL BEAM REINFORCING AT CONCRETE BEAMS SHALL EXTEND 6' MINIMUM INTO SUPPORT UNLESS OTHERWISE NOTED. 14. ONE -QUARTER OF MAXIMUM BOTTOM REINFORCING STEEL AREA OF EITHER ADJACENT REAL SHALL EXTEND THRU SUPPORT AND LAP WITH A CLASS 'A' TENSION LAP SPLICE ON EITHER SIDE OF SUPPORT. IS. REINFORCING COLUMNS BETWEEN TWO BEAMS INDICATES THAT REINFORCING SHALL BE CONTINUOUS THRU THESE TWO BEAMS. 16. DOWEL COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER OF DOWELS AS VERTICAL BARS ARnvK OtOL nOTts I. ALL WORK BY ALL TRADES TO BE COMPLETED IN ACCO SCE WITH ALL APPLICABLE CODES, ORDINANCES, STANDARDS, OR RESTRICTIONS, WHETHER INDICATED OR NOT. 2. BUILDER SHALL COORDINATE ALL THE WORK OF ALL TOE TRADES. 3. BUILDER SHALL REVIEW DRAWINGS IN THEIR ENTIRETY BEFORE STARTING WORK THE BUILDER SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS NOT REPORTED IMMEDIATELY IN WRITING TO THE ARCHITECT. 137+CK CHARGES WILL NOT BE ACCEPTED. DO NOT SCALE DRAWINGS. 4. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE FLORIDA BUILDING CODE, CHAPTER 13. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN ITS ENTIRETY AND BUILD IN ACCORDANCE WITH ALL PROVISIONS THIS CODE WHICH MAr NOT BE SPECIFICALLY ADDRESSED ON THE PLANS AND NOTES. 5. BUILDER IS RESPONSIBLE FOR ADEQUATE BRACING OF ALL MEMBERS DURING CONSTRUCTION. (R. CABINET SUPPLIER TO PROVIDE SHOP DRAWINGS TO THE BUILDER. " WINDOW AND DOOR SUPPLIER TO PROVIDE SHOP DRAWING TO THE BUILDER, S. ALL WINDOWS AND DOORS SQL BE CAULKED AND WEATHER STRIPPED, WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE ALL PROJECTS WITH FLORIDA BUILDING CODE, CHAPTER 13. IN BROWARD AND DADE COUNTIES SHALL COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE SECTIONS OF THE FLORIDA BUILDING CODE. Plfln nOTfS I. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND REQUIREMENT OF REINSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. POST SIGN NEAR THE ELECTRICAL PANEL. 2. SCREENED VENTS MUST BE PROVIDED AT FLOOR LEVEL IN GARAGE. PROVIDE 60 So IN PER CAR 3. A CONTINUOS Ix2 P.T. LLD FIRE STOP MUST BE PROVIDED HORIZONTALLY AT CEILING 4 WALL INTERSECTIONS, AT 8'-0' O.C. YEW. (MAX,) AND AT ALL OTHER LOCATIONS PER THE FLORIDA BUILDING CODE, 4. ALL GLAZING WITH 24' OF A DOOR SHALL BE TEMPERED, ALL GLAZING AT OR WITHIN 36' OF TUBS AND SHOWERS WITH SILLS LESS THAN 60' ABOVE FLOOR SHALL BE TEMPERED GLAZING IN FRENCH DOORS, SLIDING GLASS DOORS, AND SIDELIGHTS SHALL BE TEMPERED. . ALL 5. EGRESS WINDOW SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. EGRESS WINDOWS SHALL HAVE A MR NET AREA OF 5.1 SQUARE FEET, A MINIMUM NET OPENING OF 24' HIGH, AND 20' WIDE. THE BOTTOM OF THE OPENING SHALL NOT ISE MORE THAN 44' ABOVE TI-E FLOOR, LATCH AT 54' ABOVE THE FINISHED FLOOR (MAX.). IN HVHZ AREAS WHERE THERE IS MORE THAN A 4'-0' DROP, THE SILL MAY NOT BE LESS THAN 36' ABOVE FINISHED FLOOR UNLESS AN APPROVED SAFEGUARD IS PROVIDED AT 36' ABOVE FINISHED FLOOR 6. APPROVED IMPERVIOUS MATERIALS SHALL BE USED ON BATHROOM FLOORS AND BASES. 1. PROVIDE FIRE DAMPERS WHERE SUPPLY AND RETURN DUCTWORK PENETRATES A FIREWALL. 8. IN HVHZ AREAS PROVIDE HURRICANE SHUTTERS PER THE FLORIDA BUILDING CODE SECTION 2413 UNLESS THE EXTERIOR WALL COMPONENTS HAVE SPECIFIC PRODUCT APPROVALS WHICH STATE THAT THE COMPONENTS SHALL PRESERVE THE ENCLOSED BUILDING ENVELOPE AGAINST IMPACT LOADS AS SET FORTH IN CHAPTER 16. 9, HANDRAILS AT STAIRS SHALL BE BETWEEN 34' AND 36' ABOVE FINISHED FLOOR/TREAD.' GUARDRAILS SHALL BE 3'-6' AFF. ON OPEN SIDES OF STAIRS, LANDINGS, AND BALCONIES. HANDRAIL AND GUARDRAIL PICKETS AT ALL OPEN SIDES OF LANDINGS, BALCONIES, AND STAIRS SHALL BE SPACED TO PREVENT PASSAGE OF A 4' DIAMETER SPHERE. 10. CEILINGS ,AND WALLS UNDER STAIR MUST BE ONE (1) HOUR RATED CONSTRUCTION. If. STAIR SHALL BE FIRESTOPPED. (SEE SECTION) 12. AT ZERO LOT LINE HOMES, EXHAUST FANS, DRYER VENTS, AND KITCHEN HOOD VENTS SHALL NOT PENETRATE THROUGH THE SIDE WALL ON THE ZERO LOT LINE SIDE AND MUST MANTAN A 10'-0' SETBACK 13. ALL DWELLING ROOMS MUST HAVE HVAC RETURNS RETURNS MAY BE DUCTED, JUMPERS, OR TRANSFER GRILLES. 14' THE ARCHITECTURAL SITE PLAN IS FOR GENERAL LOCATION OF THE HOUSE, POOL, DRIVES, AND SITE FEATURES ONLY, THE OWNER SHALL PROVIDE A PRELIMINARY LOT FIT PERFORMED BY A LICENSED SURVEYOR AT 50% COMPLETION OF PROJECT. THE SURVEYOR IS RESPONSIBLE FOR VERIFYING BUILDING LOT FIT, LOT COVERAGE, EASEMENT LOCATIONS, SETBACKS, AND ALL SITE DIMENSIONS PRIOR TO PERMIT AND CONSTRUCTION. IF ANY CONFLICTS OCCUR A N THE THE GENERAL CONTRACTORTOR AARCHITECTURAL SITE PLAN AND SURVEYORS PLAN, THE AND ARCHITECT SHALL BE NOTIFIED IN WRITING PRIOR TO PERMITTING AND CONSTRUCTION. NO WORK SHALL BE PERFORMED UNTIL THE GENERAL CONTRACTOR RESOLVES THE CONFLICTS. IS- DOOR FROM HOUSE TO GARAGE SHALL BE SOLID CORE 'C' LABEL WITH A SELF CLOSER 16. GARAGE DEMISING WALL AND ALL BEARING WALLS SHALL BE MINIMUM ONE (1) HOUR FIRE RATED CONSTRUCTION WITH 5/8' TYPE 'X' GYPSUM WALLBOARD ON BOTH SIDES OF STUDS AT 16' O.C. Il. CEILING CONSTRUCTION At GARAGE SHALL BE AS FOLLOWS: ONE (1) LAYER OF TYPE 'X' GYPSUM WALLBOARD ON Ix3 WOOD FURRING AT 16' OL. ON PRE-ENGINEERED AND APPROVED TRUSSES. �fM.. bRflssfUP n DROb0T flRC111TfQS, P,fl. 124 DIIUDfl Sip f1T-SUITE 311 YTS[ DflIM 6[fl(fl, flODIDU 33401 (0)561-820-8088 (0561-820-8089 WWW.6DflSS1UDflUDDDODOT.(OM flR 0017698 flR 94843 U(flDD 601 64 U(flD6 67673 flfl 260G1461 x O W d CD OV 3[11M) DT: ® ]fffQET D. 6RflSSM - flR 0017698 ❑ ]flSOn P. DROBOT - flR 94843 ]O6 #: 17-008 ME 9-18-17 MIMI) 6T: ]D6 DPflfTfD DY: ]DD Cflf(KfD 6Y: )DD MISIOflS S400 Alu OEM nOTfS CIIIIIIII 772 461-8 35 CORPORATION IIP rrrnl7A0A rUt�1 UFFICE BOX 186 FT. PIERCE FLORIDA Stlffl:15 Of: - MflSONT nOTfS (AAf LLCONCRETE MASONRYWORK SHALL BE IN ACCORDANHTER 35, AGI. 2. MORTAR SHALL BE TYPE M PER ASTM C 2'10-92. 3. CONCRETE FILL: A. CELLS LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 PSI PEA GRAVEL CONCRETE. B. THE MIX DESIGN SHALL BE APPROVED BY THE ENGINEER. G. ALL CONCRETE SHALL BE OF A FLUID CONSISTENCY, WHICH MEANS THAT THE CONSISTENCY SHALL BE AS FLUID AS POSSIBLE FOR POURING WITHOUT SEGREGATION OF THE CONSTITUENT PARTS. D. THE USE OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT WRITTEN CONSENT OF THE ENGINEER 4. REINFORCING: VERTICAL: A. ASTM A615-94 PER REINFORCING SECTION (GRADE 60). B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING. C. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH FROM THE MASONRY. D. VERTICAL REINFORCING SHALL BE A$ LOCATED ON THE PLAN AND AS INDICATED IN THE COLUMN SCHEDULE. E. VERTICAL REINFORCING EACH SIDE OF ANY OPENING, IF REQUIRED, SHALL BE CONTINUOUS TO THE TIE BEAM. PRECAST LINTELS SHALL HAVE OPENINGS TO ALLOW REINFORCING BARS TO CONTINUE UNINTERRUPTED. HORIZONTAL: A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDULE. STRUCTURAL DESIGN SHALL BE IN ACCORDANCE WITH A-C.I. 530-99/ A.S.C.E. 5-99/T,M.S. 402-99, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.1-99/ASCE. 6-Be/T.M.S. 602- 99, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS FOR MASONRY STRUCTURES. C. IN HVHZ AREAS THE BUILDER SHALL EMPLOY A SPECIAL INSPECTOR APPROVED BY THE BUILDING OFFICIAL TO ENSURE COMPLIANCE WITH THE APPROVED STRUCTURAL PLANS IN ACCORDANCE WITH SECTION 2122.4 F.B.C. 6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL. -1. CLEAN OUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH LIFT OVER 4'-0' HIGH. CLEAN OUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION, AND BEFORE GROUTING. 6. PROVIDE A GROUTED FILLED CELL AT BEARING POINT OF EACH GIRDER TRUSS. 9. PROVIDE 9 GAUGE HORIZONTAL JOINT REINFORCEMENT (LADDER TYPE) EVERY OTHER COURSE. STffL MORS I. STRUCTURAL STEEL SHALL CONFORM TO THE AISC-10. MATERIALS SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES, PLATES, ANCHOR BOLTS = �3, > MACHINE BOLTS = A 325, TUBULAR STEEL = A500 GRADE B (46 KSI) D D CONSTRUCTION SHALL GO O H A G L I C 'STRUCTURAL WELDING CODE'. ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE AUUS. A5.1 EIOXX. f0min6 nOTfS 1. ALL INTERIOR LOAD BEARING PARTITIONS TO BE BUILT WITH CLIPS, TOP AND BTM. OF EA, STUD, AS PER CODE AND AS DETAILED. 2. ALL NON -BEARING INTERIOR PARTITIONS SHALL BE CONSTRUCTED OF 20 GA. GEE CHANNEL METAL STUDS AT 24' O.C. WITH MATCHING TOP AND BOTTOM TRACKS, WITH 5/8' GYPSUM WALLBOARD EACH SIDE. ATTACH GYPSUM WALLBOARD WITH I' LONG BUGLE HEAD DRYWALL SCREWS AT 12' O.G. MAX. OPTION: DIMENSIONAL LUMBER MAY BE USED I.L.O. METAL STUDS WHERE EXCEPTED BY THE FLORIDA BUILDING CODE AND WITH APPROVAL BY ARCHITECT. 3. DIMENSIONAL LUMBER SHALL BE SOUTHERN YELLOW PINE NO, 2 OR BETTER AND SHALL PROVIDE ALLOWABLE STRESS VALUES OF 1200 PSI IN BENDING FOR SINGLE MEMBER USES. 90 PSI IN HORIZONTAL SHEAR AND SHALL HAVE A MODULUS OF ELASTICITY OF 1600 KSI OR BETTER, AS DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. 4. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE 'TIMBER CONSTRUCTION MANUAL' AS PUBLISHED BY THE AMERICA INSTITUTE OF TIMBER CONSTRICTION, CURRENT ADDITION. 5- ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) - 2xl2'S (FOR WOOD FRAME CONSTRUCTION DEPENDING ON WALL THICKNESS) EXCEPT WHERE NOTED. 6. HEADERS FOR OPENINGS GREATER THAN 6'-0' MUST BE ENGINEERED AND STAMPED BY THE TRUSS MANUFACTURER i. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. PROVIDE AN APPROVED MOISTURE BARRIER BETWEEN WOOD AND CONCRETE OR ANY OTHER CEMENTITOUS MATERIALS AS PER CODE. S. METAL LATH OVER SHEATHING SHALL BE 3/8' 'V' GROOVED OR DIMPLED. CEILINGS AND SOFFITS SHALL BE HIGH RIB METAL LATH. FASTEN TO THE SUBSTRATE AT 4' O.C. FOR THE FOLLOWING CONDITIONS: CONCRETE: 3/4' LONG STUB NAILS W/ 3/8' HEAD. FOR HORIZONTAL AND VERTICAL WOOD FRAMING MEMBERS USE NAILS OR STAPLES TO PROVIDE AT LEAST 1-3/4' PENETRATION INTO HORIZONTAL FRAMING MEMBERS, AND 3/4' PENETRATION INTO VERTICAL FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS SHALL BE BENT OVER TO ENGAGE THREE STRANDS OF LATH (MIN.) OR BENT OVER A RIB WHEN RIB LATH IS BEING INSTALLED. SHEATHING: 14 GA STAPLES W/1' LEG, T/16' CROWN METAL. METAL FRAMING: SELF TAPPING SCREWS 012 xl/2' WASHER HEAD. STAPLES SHALL NOT BE USED FOR SOFFITS OR CEILINGS. S. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM. CRF 112G 1-1/2' LONG AND .120 DIA. TYPE U.ON. 10, A ONE HOUR RATING SHALL BE PROVIDED FOR WD. POSTS NOT IN A FIRE RATED PARTITION. THE POST SHALL BE WRAPPED IN W/I LAYER OF TYPE 'X' GYPSUM WALLBOARD ON ALL SIDES FROM THE BASE OF THE POST TO THE UNDERSIDE OF BEARING. 11. BUILDER SHALL BE RESPONSIBLE FOR THE ADEQUATE HANDLING, BRACING, AND BRIDGING USED DURING INSTALLATION OF TRUSSES TO PREVENT COLLAPSE, DAMAGE, OR INJURY. COn(PfTf nOTfS 1. CONCRETE SHALL CONFORM TO ASTM C09 VSN AND SHALL HAVE 3000 PSI COMPRESSIVE STRENGTH IN 28 DAYS ( UNLESS NOTED OTHERWISE) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 316-99 AND ACI 301-99. 2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLABS ON VAPOR BARRIER = 3/4', BEAMS AND COLUMNS = 1 1/2', FORMED CONCRETE BELOW GRADE = 2', UNFORMED CONCRETE BELOW GRADE = 3'. 3. REINFORCING STEEL: GRADE 60 (FY=60.000) ASTM A615A-2009 VCN 4. PLACING DRAWINGS AND BAR LISTS SHALL CONFORM TO A.G.I:S 'MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION'. AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE U.O.N. 5. DETAILING OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH 'THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION' AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. 6. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT ALL LOADS DURING CONSTRUCTION. 'i. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. MIN. WHERE SPLICED AND SHALL BE WIRED TOGETHER PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIZ. BEAM REINFORCING AT EACH FACE. LAP 48 BAR PIA. MIN. 8. CONCRETE BEAMS WITH STIRRUPS SHALL BE TYPE S-6 AND HOOPS SHALL BE TYPE T-2 TYPICAL CRSI BAR BENDS UNLESS OTHERWISE NOTED. S. ALL BEAM TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE NOTED 10. ALL TIE BEAM REINFORCING SHALL BE CONTINUOUS THROUGH TIE- BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS. 11. BUNDLE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER SUPPORTS WITH TOP BARS FROM ADJACENT BEAMS. (UNO). 12. CONCRETE BEAM SIZES MAY INCREASE (8' MAX-) AS REQUIRED FOR ARCHITECTURAL DETAILS OR FIT BLOCK COURSING, DROP BOTTOM OF TIE BEAM AS REQUIRED AT WINDOW AND DOOR BEAMS (26' MAX.) AND ADD 2-S BARS BOTTOM IF DROP EXCEEDS 8'. 13. ALL ADDED LONGITUDINAL BEAM REINFORCING AT CONCRETE BEAMS SHALL EXTEND Fi' MINIMUM INTO SUPPORT UNLESS OTHERWISE NOTED. 14. ONE -QUARTER OF MAXIMUM BOTTOM REINFORCING STEEL AREA OF EITHER ADJACENT BEAM SHALL EXTEND TWRU SUPPORT AND LAP WITH A CLASS 'A' TENSION LAP SPLICE ON EITHER SIDE OF SUPPORT. 15. REINFORCING COLUMNS BETWEEN TWO BEAMS INDICATES THAT REINFORCING SHALL BE CONTINUOUS THRU THESE TWO BEAMS. 16. DOWEL COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER OF DOWELS AS VERTICAL BARS ABOVE. 1. ALL WORK BY ALL TRADES TO BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES, STANDARDS, OR RESTRICTIONS, WHETHER INDICATED OR NOT. 2. BUILDER SHALL COORDINATE ALL THE WORK OF ALL THE TRADES. 3. BUILDER SHALL REVIEW DRAWINGS IN THEIR ENTIRETY BEFORE STARTING WORK THE BUILDER SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS NOT REPORTED IMMEDIATELY IN WRITING TO THE ARCHITECT. BACK CHARGES WILL NOT BE ACCEPTED. DO NOT SCALE DRAWINGS. 4. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE FLORIDA BUILDING CODE, CHAPTER 13. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN ITS ENTIRETY AND BUILD IN ACCORDANCE WITH ALL PROVISIONS THIS CODE WHICH MAY NOT BE SPECIFICALLY ADDRESSED ON THE PLANS AND NOTES. 5. BUILDER IS RESPONSIBLE FOR ADEQUATE BRACING OF ALL MEMBERS DURING CONSTRUCTION, 6. CABINET SUPPLIER TO PROVIDE SHOP DRAWINGS TO THE BUILDER- -1. WINDOW AND DOOR SUPPLIER TO PROVIDE SHOP DRAWING TO THE BUILDER 8. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED, WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH FLORIDA BUILDING CODE, CHAPTER 13. ALL PROJECTS IN BROWARD AND DADE COUNTIES SHALL COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE SECTIONS OF THE FLORIDA BUILDING CODE. PLfln nOTfS 1, A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND REQUIREMENT OF REINSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. POST SIGN NEAR THE ELECTRICAL PANEL. 2. SCREENED VENTS MUST BE PROVIDED AT FLOOR LEVEL IN GARAGE. PROVIDE 60 SQ, IN. PER CAR 3. A CONTINUOS 1x2 P.T. WD FIRE STOP MUST BE PROVIDED HORIZONTALLY AT CEILING 4 WALL INTERSECTIONS, AT 8'-0' O.C. VERT. (MAX.) AND AT ALL OTHER LOCATIONS PER THE FLORIDA BUILDING CODE. 4. ALL GLAZING WITH 24' OF A DOOR SHALL BE TEMPERED. ALL GLAZING AT OR WITHIN 36' OF TUBS AND SHOWERS WITH SILLS LESS THAN 60' ABOVE FLOOR SHALL BE TEMPERED. ALL GLAZING IN FRENCH DOORS, SLIDING GLASS DOORS, AND SIDELIGHTS SHALL BE TEMPERED. 5. EGRESS WINDOW SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. EGRESS WINDOWS SHALL HAVE A MIN. NET AREA OF 5.1 SQUARE FEET, A MINIMUM NET OPENING OF 24' HIGH, AND 20' WIDE. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44' ABOVE THE FLOOR, LATCH AT 54' ABOVE THE FINISHED FLOOR (MAX.). IN HVHZ AREAS WHERE THERE IS MORE THAN A 4'-0' DROP, THE SILL MAY NOT BE LESS THAN 36' ABOVE FINISHED FLOOR UNLESS AN APPROVED SAFEGUARD IS PROVIDED AT 36' ABOVE FINISHED FLOOR 6. APPROVED IMPERVIOUS MATERIALS SHALL BE USED ON BATHROOM FLOORS AND BASES. 1. PROVIDE FIRE DAMPERS WHERE SUPPLY AND RETURN DUCTWORK PENETRATES A FIREWALL. 8. IN HVHZ AREAS PROVIDE HURRICANE SHUTTERS PER THE FLORIDA BUILDING CODE SECTION 2413 UNLESS THE EXTERIOR WALL COMPONENTS HAVE SPECIFIC PRODUCT APPROVALS WHICH STATE THAT THE COMPONENTS SHALL PRESERVE THE ENCLOSED BUILDING ENVELOPE AGAINST IMPACT LOADS AS SET FORTH IN CHAPTER 16. J. HANDRAILS AT STAIRS SHALL BE BETWEEN 34' AND 36' ABOVE FINISHED FLOOR/TREAD. GUARDRAILS SHALL BE V-6' APP. ON OPEN SIDES OF STAIRS, LANDINGS, AND BALCONIES. HANDRAIL AND GUARDRAIL PICKETS AT ALL OPEN SIDES OF LANDINGS, BALCONIES, AND STAIRS SHALL BE SPACED TO PREVENT PASSAGE OF A 4' DIAMETER SPHERE. 10. CEILINGS AND WALLS UNDER STAIR MUST BE ONE (1) HOUR RATED CONSTRUCTION. 11. STAIR SHALL BE FIRESTOPPED. (SEE SECTION) 12. AT ZERO LOT LINE HOMES, EXHAUST FANS, DRYER VENTS, AND KITCHEN HOOD VENTS SHALL NOT PENETRATE THROUGH THE SIDE WALL ON THE ZERO LOT LINE SIDE AND MUST MAINTAIN A 10'-O' SETBACK. 13. ALL DWELLING ROOMS MUST HAVE HVAC RETURNS. RETURNS MAY BE DUCTED, JUMPERS, OR TRANSFER GRILLES. 14. THE ARCHITECTURAL SITE PLAN IS FOR GENERAL LOCATION OF THE HOUSE, POOL, DRIVES, AND SITE FEATURES ONLY. THE OWNER SHALL PROVIDE A PRELIMINARY LOT FIT PERFORMED BY A LICENSED SURVEYOR AT 50% COMPLETION OF PROJECT. THE SURVEYOR IS RESPONSIBLE FOR VERIFYING BUILDING LOT FIT, LOT COVERAGE, EASEMENT LOCATIONS, SETBACKS, AND ALL SITE DIMENSIONS PRIOR TO PERMIT AND CONSTRUCTION. IF ANY CONFLICTS OCCUR BETWEEN THE THE ARCHITECTURAL SITE PLAN AND SURVEYORS PLAN, THE GENERAL CONTRACTOR AND ARCHITECT SHALL BE NOTIFIED IN WRITING PRIOR TO PERMITTING AND CONSTRUCTION. NO WORK SHALL BE PERFORMED UNTIL THE GENERAL CONTRACTOR RESOLVES THE CONFLICTS. IS. DOOR FROM HOUSE TO GARAGE SHALL BE SOLID CORE 'C' LABEL WITH A SELF CLOSER 16. GARAGE DEMISING WALL AND ALL BEARING WALLS SHALL BE MINIMUM ONE (I) HOUR FIRE RATED CONSTRUCTION WITH 5/8' TYPE 'X' GYPSUM WALLBOARD ON BOTH SIDES OF STUDS AT 16' O.G. 11. CEILING CONSTRUCTION AT GARAGE SHALL BE AS FOLLOWS: ONE (1) LAYER OF TYPE 'X' GYPSUM WALLBOARD ON Ix3 WOOD FURRING AT 16' O.G. ON PRE-ENGINEERED AND APPROVED TRUSSES. THESE PLOTS AND ALL PROPOSED WOpi( ARE SUBJECT TO ANY COF,RECTIONS 'REQUIRED BY FIELD fNSPECTORS THAT fr1AY BE NECESSARY IN ORWR TO COMPLY WITH ALL APPLICABLE C0DE3. iI 6PflsstuP R DPObOT OPC INGS, PA 224 DOTUP11 STREET - SUITE 511 WEST PULM bfflCfl, fLOPIDO 55401 (0561-820-8088 (0561-820-8089 WWW.bPfl5Sf0PflUDDP0b0T.(0M flR 0017698 flR 94845 nCbPb 601 64 nMb 67675 flfl 26001461 I O 1.1 Stv 6T: 9 IfffRfT D. bOSSM - flR 0017698 ❑ M011 P. DPObOT - flR 94845 )Ob #: 17-008 1 DBTf: 9-18-17 MGM V: )Db DPflfTfD bT: )D5 (lt(NtD V: )Db VyISIOIIS: IQBLDG. DPT. COMM. 10-5-1511 ORM nOTfS CONS 772-�UCPORATION 461 TI83351V ICOR CGCOt 084 POST OFFICE BOX 186 • FT. PIERCE • FLORIDA AM: 15 'Of- J PLUMBING GENERAL NOTES: 1. WASTE AND VENT PIPING PIPING SHALL BE DWV PVC, SLOPE HORIZONTAL WASTE PIPING AT 1/8" PER FOOT FOR PIPING TO AND LARGER, AND AT 1/4" PER FOOT FOR PIPING 2-1/2"0 AND SMALLER, UNLESS OTHERWISE NOTED. 2. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES, PRIOR TO THE START OF CONSTRUCTION. 3. CONTRACTOR SHALL VERIFY EXACT LOCATION OF ALL PIPING, SERVICES, UTILITIES AND EXISTING CONDITIONS IN FIELD, PRIOR TO THE START OF CONSTRUCTION. 4. FOR ALL PIPING AGAINST BLOCK WALLS - INSTALL FURRED SPACE AS REQUIRED TO ACCEPT PIPING, CUTTING OF BLOCK NOT PERMITTED, UNLESS PERMITTED BY ARCHITECT IN WRITING. 5. ALL AIR CONDITIONING CONDENSATE WASTES SHALL BE INSULATED WITH V THICK ARMAFLEX 25150 PREFORMED PIPE INSULATION. 6. INSTALL CLEANOUTS AS SHOWN, AND AS REQUIRED BY APPLICABLE CODES AND GOVERNING AUTHORITIES. 7. CONTRACTOR SHALL VERIFY ALL OWNER FURNISHED EQUIPMENT (IF ANY) AND CONNECTIONS PRIOR TO START OF CONSTRUCTION. 8. INSTALL SHUT-OFF VALVE AND UNION AT EACH PIECE OF EQUIPMENT. 9. INSTALL INDIVIDUAL STOPS AT EACH FIXTURE. 10. CONTRACTOR SHALL LOCATE ALL VALVES SO THAT THEY ARE COMPLETELY ACCESSIBLE. 11. ALL VALVES, FIXTURES STOPS, VALVES, ETC., ALL PLUMBING SHALL BE RIGIDLY SECURED (NO MOVEMENT WHEN OPERATED). INSTALL PERMANENT STAMPED BRASS VALVE TAG. 12. PROVIDE THE REQUIRED CLEARANCES AND SPACE FOR ALL PLUMBING FIXTURES. PLUMBING CONTRACTOR SHALL VERIFY AND COORDINATE PRIOR TO THE START OF CONSTRUCTION. 13, ALL PLUMBING TRADE ITEMS SHALL BE INDIVIDUALLY AND RIGIDLY SUPPORTED FROM STRUCTURE ABOVE INDEPENDENT OF ALL OTHER TRADES (DO NOT HANG PLUMBING TRADE ITEMS FROM ANOTHER TRADE). 14. CONTRACTOR SHALL SUBMIT PLAN SHOWING ALL HOLES TO BE CORED IN STRUCTURE, DIMENSIONED ON 1/4" SCALE PLANS, TO ARCHITECT/ENGINEER FOR REVIEW, FOR ALL PIPING AND PENETRATIONS PRIORTOSTART OF CONSTRUCTION. 15. PHASING OF CONSTRUCTION SHALL BE DONE AS DIRECTED IN ARCHITECTS CONSTRUCTION PHASING. 16. DRAWINGS ARE BASED ON THE BEST AVAILABLE INFORMATION AT THE TIME OF DESIGN. CONTRACTOR SHALL VISIT AND THOROUGHLY INVESTIGATE SITE. ALLOWANCES SHALL BE MADE IN BID BY CONTRACTOR TO ALLOW FOR PLUMBING NOT AS SHOWN ON DRAWINGS AND FOR REMOVING OR RELOCATION OF PLUMBING SYSTEMS AS REQUIRED TO ACCOMPLISH INTENT OF DRAWINGS FOR A COMPLETE SYSTEM, DUE TO FIELD CONDITIONS DIFFERENT THAN THOSE SHOWN ON DESIGN DRAWINGS. IT DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FROM DRAWINGS, BUT FIT WORK TO ACTUAL CONDITIONS AND SPACE REQUIREMENTS. 18, DRAWINGS ARE NOT INTENDED TO SHOW EVERY DETAIL OF WORK REQUIRED. CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS AS REQUIRED FOR A COMPLETE AND ACCEPTABLE WORKING SYSTEM, WHETHER OR NOT SPECIFICALLY SHOWN ON DRAWINGS. 19. ALL WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETE SYSTEM SHALL BE FULLY AND PROPERLY OPERATIVE, AND IN COMPLIANCE WITH APPLICABLE CODES AND GOVERNING AUTHORITIES, AND SUBJECT TO ACCEPTANCE BY OWNER/ENGINEER. 20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, FEES, INSPECTIONS AND TESTS. 21. THE CONTRACTOR SHALL VISIT JOB SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS PRIOR TO SUBMITTING BID. 22. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES TOAVOID INTERFERENCE DURING CONSTRUCTION. 23. ALL REQUIRED INSURANCES SHALL BE PROVIDED AND MAINTAINED BY THE CONTRACTOR FOR THE PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE, AND OTHER INSURANCES REQUIRED BY THE OWNER, FOR THE DURATION OF THE WORK. 24. ALL MATERIALS AND WORK SHALL BE IN STRICT COMPLIANCE WITH APPLICABLE STATE AND LOCAL CODES, RULES, AND ORDINANCES. 26. SUBMIT SHOP DRAWINGS FOR ALL FIXTURES, EQUIPMENT, AND MATERIALS. 26. ALL MATERIALS SHALL BE NEW AND SHALL BE LISTED AND BEAR THE LABEL OF UNDERWRITERS LABORATORIES INC. WHERE APPLICABLE. 27. DIELECTRIC COUPLINGS SHALL BE INSTALLED BETWEEN ALL DISSIMILAR METALS IN PIPING AND EQUIPMENT CONNECTIONS. 28, ALL FIXTURES SHALL BE PROVIDED WITH INDIVIDUAL ACCESSIBLE STOPS. ALL EQUIPMENT SHALL HAVE INDIVIDUAL SHUT OFF VALVES. 29. ALL WATER PIPING SHALL BE TYPE 12'COPPER ABOVE SLAB, TYPE "K" COPPER BELOW GRADE. ALL JOINTS SHALL BE MADE WITH LEAD FREE SOLDER. INSULATE HOT WATER PIPING ABOVE SLAB WITH V THICK FIBERGLASS PIPE INSULATION (R=4.0 MINIMUM) WITH STAY DRY JACKET, AND BELOW SLAB WITH 2" THICK FOAMGLAS. 30. PRESSURE AND TEMPERATURE RELIEF PIPING AND HEATERAUXILIARY PAN DRAIN PIPING SHALLBE COPPER. 31. INSTALL APPROVED AIR CHAMBERS OR PDI APPROVED SHOCK ARRESTORSAT EACH PLUMBING FIXTURE AND PIECE OF EQUIPMENT. 32. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED BY THE CONTRACTOR WITHOUT ADDITIONAL CHARGE, AND SHALL INCLUDE REPLACEMENT ND REPAIRS OF ANY OTHER TRADE WHICH MAY HAVE BEEN DAMAGED BY FAILURE OF PLUMBING TRADE WORK. 33. CONDENSATE DRAIN PIPING SHALL BE DWV PVC. PIPING ABOVE GROUND SHALL BE INSULATED WITH 1" THICK ARMAFLEX 25/50 INSULATION, R=4.0 INSTALLED. 34. GENERAL NOTE: TEMPERATURE OF HOT WATER TO REST ROOMS SHALL NOT EXCEED 110'F, PER FLORIDA ENERGY CODE. CONTRACTOR SHALL VERIFY TEMPERATURE OF HOT WATER SYSTEM WITH OWNER. IF TEMPERATURE EXCEED 110"F, INSTALL TEMPERING VALVES AS REQUIRED, SUBJECT TO REVIEW BY ENGINEER. 35, GENERAL NOTE: CONTRACTOR SHALL VERIFY EXISTING SYSTEMS, EXACT LOCATION, SERVICE, INVERT, SIZE, DIRECTION OF FLOW, ETC. PRIOR TO THE START OF ANY OTHER CONSTRUCTION, AND MODIFY WORK SHOWN AS REQUIRED BY EXISTING CONDITIONS AND ACTUAL PIPE SIZES VERIFIED IN FIELD PRIOR TO ORDERING MATERIAL OR FIXTURES, SUBJECT TO REVIEW BY ENGINEER, TYPICAL THROUGHOUT JOB. LOCATIONS OF EXISTING SYSTEMS ARE APPROXIMATE. 36. GENERAL NOTE: CONTRACTOR SHALL INCLUDE IN HIS BID THE FOLLOWING: RELOCATE, REWORK, REROUTE ALL PLUMBING SYSTEM PIPING AND PLUMBING TRADE ITEMS AS REQUIRED BY NEW CONSTRUCTION AND AS REQUIRED THROUGHOUT THE JOB BY ALL TRADES. 37. GENERAL NOTE: DO NOT INSTALL ANY PLUMBING PIPING OR SYSTEM COMPONENT IN THE SPACE ABOVE AN ELECTRICAL PANEL, TYPICAL THROUGHOUT JOB. 38. GENERAL NOTE: NEW HVAC DUCTWORK SYSTEMS SHALL HAVE PRIORITY OVER PLUMBING SYSTEM. PLUMBING CONTRACTOR SHALL THOROUGHLY COORDINATE PLUMBING SYSTEM WITH PROPOSED NEW WORK OF ALL TRADES, AND INCLUDE IN HIS BID THE COST OF RELOCATING AND REWORKING NEW PLUMBING WORK, AS REQUIRED BY HVAC DUCTWORK. SPACE PERMITTING NEW HVAC DUCTWORK SHALL BE REROUTED AROUND PLUMBING PIPING. GENERAL CONTRACTOR SHALL COORDINATE ALL TRADES. 39. CONTRACTOR SHALL INSTALL SWAY BRACING ON ALL PIPING AS REQUIRED BY THE FLORIDA PLUMBING CODE SECTION 308.6. ON EACH VALVE, COORDINATE WITH OWNER'S IDENTIFICATION SYSTEM. 40. AIR CONDITIONING CONDENSATE TRAPS SHALL BE MADE UP OF UNIONS IN EACH SIDE OF TRAP, AND TRAP SHALL BE COMPLETELY REMOVABLE FOR CLEANING. CONTRACTOR SHALL DEMONSTRATE TRAP REMOVAL PRIOR TO FINAL ACCEPTANCE. 41, NO "SHOT -TYPE" FASTENERS WILL BE PERMITTED, USE LAG TYPE SCREW ANCHORS. SUBMIT FASTENER DETAILS TO STRUCTURAL ENGINEER FOR REVIEW. 42. CONTRACTOR SHALL SUBMIT ACCURATE "AS -BUILT' REPRODUCIBLE DRAWINGS TO THE ARCHITECT WITH ALL REVISIONS CLEARLY SHOWN. REVISE ALL FLOOR PLANS, NOTES, SCHEDULES, RISERS, ETC., USING THE SAME QUALITY OF DRAFTING AS ORIGINAL DOCUMENTS. PIPING, ETC., MUST BE SHOWN IN ACTUAL LOCATION INSTALLED NOT SCRATCHED ON DRAWING OR NOT JUST NOTED. "AS -BUILT' DRAWINGS ARE A REQUIREMENT OF THE CONTRACT, AND JOB WILL BE CONSIDERED FINAL ONLY AFTER RECEIPT BY ARCHITECT, AND APPROVAL BY ENGINEER, OF "AS -BUILT' DRAWINGS. BACKGROUNDS FOR USE IN PREPARING "AS -BUILT' DRAWINGS WILL BE SUPPLIED BY ARCHITECT, AND PAID FOR BY CONTRACTOR. "AS -BUILT" DRAWINGS MUST BE SIGNED (NAME AND TITLE TYPED BELOW SIGNATURE), DATED AND CERTIFIED BY CONTRACTOR AS BEING ACCURATE. 43. FOR ANY EQUIPMENT FURNISHED BY OWNER OR OTHERS (IF ANY) , INSTALL ALL VALVING, WATER SUPPLIES, DRAINS, STRAINERS, ETC. VERIFY EXACT CONNECTION REQUIREMENTS PRIOR TO THE START OF CONSTRUCTION. PROVIDE AND INSTALL VACUUM BREAKERS ON ALL EQUIPMENT WITHOUT THE REQUIRED AIR GAP OR VACUUM BREAKER (HOSES, FILTERS, ETC.), AND UNION. 44. INSULATION, FITTINGS COVERS, AND ALL FINISHES AND MATERIALS SHALL HAVE A MAXIMUM FLAME SPREAD RATING OF 25 AND A MAXIMUM SMOKE DEVELOPED RATING OF 50. 45, GENERAL NOTE: CONTRACTOR SHALL INCLUDE IN THERE BID ANY ITEM(S) SHOWN OR CALLED OUT ON THESE DRAWINGS EITHER SHOWN AS EXISTING OR NEW OR ANY ITEM NOT SHOWN OR CALLED OUT THAT IS REQUIRED TO COMPLETE WORK SHOWN. SHALL THERE BE A CONFLICT ON ANY ITEM FROM THESE DRAWINGS AND ANOTHER TRADES REFERENCE TO AN ITEM OF THIS DISCIPLINE, THE CONTRACTOR IS RESPONSIBLE TO GET CLARIFICATION IN WRITING SIGNED BY THE ENGINEER AND ARCHITECT PRIOR TO SUBMITTING BID AND INCLUDE SAID ITEM(S) IN THERE BID. IF A CONFLICT OR ITEMS) NOT SHOWN THAT ARE REQUIRED TO COMPLETE WORK SHOWN IS FOUND AFTER BID HAS BEEN AWARDED CONTRACTOR IS RESPONSIBLE FOR THE MORE EXPENSIVE OPTION AT NO ADDITIONAL CHARGE TO THE OWNER. THE ARCHITECT AND ENGINEER SHALL INTERPRET ALL CONFLICTS. THE CONTRACTOR BY BIDDING AGREES TO ABIDE BY THE ARCHITECTS AND ENGINEERS INTERPRETATION OF THE CONTRACT DOCUMENTS, PLUMBING FIXTURE SCHEDULE: ALL FIXTURES WHITE WC-1 WATER CLOSET (PUBLIC, ACCESSIBLE, FLOOR MOUNTED "TANK TYPE"): PRESSURE ASSISTED SIPHON JET, VITREOUS CHINA, AMERICAN STANDARD #2467.016 "CADET RIGHT HEIGHT'; 16.5" HIGH AT BOWL RIM, ELONGATED PRESSURE ASSISTED "TANK TYPE" TOILET 1.6 GPF, TANK COMPLETE WITH 4142.900 RIGHT HAND TRIP LEVER AND TANK COVER LOCKING DEVICE, CHROME PLATED 1/4 TURN ANGLE STOP WITH KEY AND CHROME PLATED SUPPLY LINE; ELONGATED OPEN FRONT SEAT WITHOUT COVER OLSONITE MODEL "95SSCT' SELF SUSTAINING CHECK HINGE, SST POSTS.MOUNT AT HEIGHT AND LOCATION PER ADA REQUIREMENTS OF THE FBC, SEE ARCHITECTURAL ELEVATIONS. WC-2 WATER CLOSET (PUBLIC, FLOOR MOUNTED "TANK TYPE"): PRESSURE ASSISTED SIPHON JET, VITREOUS CHINA, AMERICAN STANDARD #2462.016 "CADET'; 15" HIGH AT BOWL RIM, ELONGATED PRESSURE ASSISTED "TANK TYPE" TOILET 1.6 GPF, TANK COMPLETE WITH TRIP LEVER CLOSEST TO DOOR SIDE AND TANK COVER LOCKING DEVICE, CHROME PLATED 1/4 TURN ANGLE STOP WITH KEY AND CHROME PLATED SUPPLY LINE; ELONGATED OPEN FRONT SEAT WITHOUT COVER OLSONITE MODEL "95SSCT' SELF SUSTAINING CHECK HINGE, SST POSTS. MOUNT AT HEIGHT AND LOCATION PER REQUIREMENTS OF THE FBC, SEE ARCHITECTURAL ELEVATIONS. UR-1 URINAL (PUBLIC AND STAFF, ACCESSIBLE): VITREOUS CHINA WALL HUNG WASH OUT WITH INTEGRAL TRAP 1-1/4' TOP SPUD. AMERICAN STANDARD #6601.012 "LYNBROOK". FLUSH VALVE: EXPOSED, ESCUTCHEON, INTEGRAL SCREWDRIVER STOP, VACUUM BREAKER MODEL #180-1 (1 GPF) WITH DUAL FILTERED BY-PASS WITH CHROME PLATED FINISH MANUFACTURED BY SLOAN. FLOOR MOUNTED CARRIER: CAST IRON AND HEAVY DUTY STRUCTURAL STEEL FRAME WITH RECTANGULAR LEGS, LUGS FOR FLOOR AND WALL ATTACHMENT THREADED FIXTURE STUDS FOR FIXTURE HANGER BEARING STUDS, MANUFACTURED BY JOSAM. MOUNT AT HEIGHT AND LOCATION PER ADA REQUIREMENTS OF THE FBC, SEE ARCHITECTURAL ELEVATIONS. UR-2 URINAL (PUBLIC AND STAFF): VITREOUS CHINA WALL HUNG WASH OUT WITH INTEGRAL TRAP 1-1/4" TOP SPUD. AMERICAN STANDARD #6601.012 'LYNBROOK". FLUSH VALVE: EXPOSED, ESCUTCHEON, INTEGRAL SCREWDRIVER STOP, VACUUM BREAKER MODEL #180-1 (1 GPF) WITH DUAL FILTERED BY-PASS WITH CHROME PLATED FINISH MANUFACTURED BY SLOAN. FLOOR MOUNTED CARRIER: CAST IRON AND HEAVY DUTY STRUCTURAL STEEL FRAME WITH RECTANGULAR LEGS, LUGS FOR FLOOR AND WALL ATTACHMENT THREADED FIXTURE STUDS FOR FIXTURE HANGER BEARING STUDS, MANUFACTURED BY JOSAM. MOUNT AT HEIGHT AND LOCATION PER ARCHITECTURAL ELEVATIONS. L=1 LAVATORY: (ACCESSIBLE, SENSOR OPERATED FAUCET, WALL HUNG) VITREOUS CHINA WALL HUNG LAVATORY 20.5" WIDE BY 18.25" FRONT TO BACK, SINGLE CENTER FAUCET HOLE, RECTANGULAR BASIN FOR CONCEALED ARM SUPPORTS, FRONT OVERFLOW, MODEL 0356.421 "LUCERNE" AS MANUFACTURED BY AMERICAN STANDARD. TRIM: CHROME PLATED FAUCET CHICAGO ELECTRONIC FAUCET MODEL NO. 116.123.AB.1 WITH 12 VOLT A.C. TRANSFORMER, AND 5.25" 0.5 GPM NON -AERATING SWING GOOSENECK SPOUT, FLAT GRID STRAINER DRAIN ASSEMBLY, CHROME PLATED 17 GAUGE BRASS 1"0 WITH CLEANOUT PLUG AND ARM PLATED ANGLE SUPPLIES WITH LOOSE KEY STOPS, WITH ESCUTCHEONS, FLOOR MOUNTED CARRIER FOR FIXTURE HANGER CONCEALED ARM SUPPORTS WITH HEAVY DUTY STRUCTURAL STEEL RECTANGULAR UPRIGHTS AS MANUFACTURED BY JOSAM, WITH INSULATED HOT WATER SUPPLY AND WASTE WITH "HANDI-LAV-GUARD" AS MANUFACTURED BY TRUBRO INC. (WHITE). MOUNT FIXTURE TO WITHSTAND 300 POUND VERTICAL FORCE ON FRONT EDGE OF FIXTURE. MOUNT AT HEIGHT AND LOCATION PER ADA REQUIREMENTS OF THE FBC, SEE ARCHITECTURAL ELEVATIONS. L=2 LAVATORY (PUBLIC, SENSOR OPERATED FAUCET, INTEGRAL WITH COUNTERTOP): COUNTERTOP WITH INTEGRAL LAVATORY SINK BASIN (WITH REAR POSITION DRAIN) SUPPLIED AND MOUNTED BY OTHERS (SEE ARCHITECTURAL DRAWINGS), COORDINATED BY PLUMBING CONTRACTOR. PLUMBING CONTRACTOR SHALL SUPPLY AND INSTALL THE FOLLOWING (PLUMBING CONTRACTOR SHALL INSTALL FAUCET AND TRIM ON THE FIRST ACTUAL LAVATORY PRIOR TO ORDERING FAUCET AND TRIM FOR ALL LAVATORIES MODIFY AS REQUIRED SUBJECT TO REVIEW BY ARCHITECT/ENGINEER): CHROME PLATED FAUCET WITH CHROME PLATED FAUCET CHICAGO ELECTRONIC FAUCET MODEL NO. 116.123.AB.1 WITH 12 VOLT A.C. TRANSFORMER, AND 5.25" 0.5 GPM NON -AERATING SWING GOOSENECK SPOUT, OPEN FLAT GRID STRAINER, DRAIN ASSEMBLY, CHROME PLATED 17 GAUGE BRASS P-TRAP WITH CLEANOUT PLUG AND ARM PLATED ANGLE SUPPLIES WITH LOOSE KEY STOPS, WITH ESCUTCHEONS, WITH 4" WRIST BLADE HANDLES WITH 3.5" GOOSENECK SPOUT. WITH INSULATED HOT WATER SUPPLY AND WASTE WITH "HANDI-LAV-GUARD" AS MANUFACTURED BY TRUBRO INC. (WHITE). MOUNT FIXTURE TO WITHSTAND 250 POUND VERTICAL FORCE ON FRONT EDGE OF FIXTURE. MOUNT AT HEIGHT AND LOCATION PER ARCHITECTURAL DRAWINGS AND ELEVATIONS. SK-1 SINK (HAND WASHING SINK, STAFF): SINGLE COMPARTMENT SINK, JUST MODEL SL-2125-A-GR, SINGLE COMPARTMENT, 21" FRONT TO BACK X 25" WIDE X 6.5" DEEP, 18 GAUGE 304 STAINLESS STEEL, SELF RIMMING, 3 HOLE, WITH CENTER REAR DRAIN LOCATION, WITH J.95 STRAINER WITH OFFSET DRAIN, AND 17 GAUGE P-TRAP WITH CLEANOUT PLUG, CHROME PLATED ANGLE SUPPLY STOP VALVES, CHROME PLATED ESCUTCHEONS, WITH JTR51-W4 FAUCET WITH SWING SPOUT WITH 2.0 GPM AERATOR. SK-2 SINK (LOUNGE): DOUBLE COMPARTMENT SINK, JUST MODEL DL-2133-A-GR, 21" FRONT TO BACK X 33" WIDE X 8" DEEP, 18 GAUGE 304 STAINLESS STEEL, SELF RIMMING, 3 HOLE, WITH TWO J-35 STRAINERS, 17 GAUGE P-TRAPS WITH CLEANOUT PLUG, CHROME PLATED ANGLE SUPPLY STOP VALVES, CHROME PLATED ESCUTCHEONS, WITH MODEL 900 FAUCET WITH SINGLE LEVER HANDLE AND SWING SPOUT WITH 2.0 GPM AERATOR. FDA FLOOR DRAIN (FINISHED AREA): CAST IRON TWO PIECE BODY WITH DOUBLE DRAINAGE FLANGE, WEEP HOLES, REVERSIBLE CLAMPING COLLAR AND 6"x6" SQUARE ADJUSTABLE NICKEL -BRONZE SECURED STRAINER SERIES 300035S-17-31-50 MANUFACTURED BY JOSAM, PROVIDE 10TRAP PRIMER RESEAL. EWC-1 ELECTRIC WATER COOLER (HI-LO, ACCESSIBLE): TWO STATION, WALL MOUNTED, STAINLESS STEEL TOP AND BODY, ELEVATED SOFT ANTI SQUIRT "FLEM-GUARD" SAFETY BUBBLERS, AUTOMATIC STREAM REGULATORS, MODEL EZSTL8C MANUFACTURED BY ELKAY, WITH JOSAM FLOOR MOUNTED CARRIER WITH HEAVY DUTY STRUCTURAL STEEL RECTANGULAR UPRIGHTS, 17 GAUGE BRASS P-TRAP WITH CLEAN OUT PLUG AND ARM, CHROME PLATED ANGLE SUPPLY WITH LOOSE KEY STOP, WITH CHROME PLATED ESCUTCHEONS, 9.7 GPH, 370 WATTS, 115 VOLT 1 PHASE, MOUNT AT HEIGHT AND LOCATION PER ADA REQUIREMENTS OF THE FBC, SEE ARCHITECTURAL ELEVATIONS. M.SK-1 MOP SINK (FLOOR MOUNTED, CORNER): AMERICAN STANDARD MODEL 7741.000 "FLORWELL", 28"X28"X13, WITH NO. 7745.811 REMOVABLE VINYL RIM GUARD, WITH 3" DRAIN WITH NO.7721.038 FLAT GRID STRAINER, NO. 8344.112 FAUCET WITH TOP BRACE, INTEGRAL STOPS AND VACUUM BREAKER, IN POLISHED CHROME WITH POLISHED CHROME PLATED ESCUTCHEONS. WCO: WALL CLEANOUTS: LINE TYPE WITH CAST IRON BODY AND PLUG, AND ROUND STAINLESS STEEL ACCESS COVER SECURED WITH VANDAL PROOF SST SCREW, MODEL 58600 MANUFACTURED BY JOSAM. FCO: FLOOR CLEANOUTS: INTERIOR CAST IRON TWO PIECE BODY WITH DOUBLE DRAINAGE FLANGE, WEEP HOLES REVERSIBLE CLAMPING COLLAR AND ADJUSTABLE NICKEL -BRONZE SQUARE TOP WITH SCORIATED COVER, MODEL 56020 MANUFACTURED BY JOSAM. GCO: GRADE CLEANOUT: EXTERIOR ROUND DUCTILE IRON ACCESS FRAME AND NONSKID COVER: MODEL 560505 MANUFACTURED BY JOSAM PROVIDED 24"x24"x6" CONCRETE PAD WITH 6x6 -10/10 W WF. A. GENERAL: COORDINATE SINK DIMENSIONS AND SPACE REQUIREMENTS WITH ARCHITECTURAL CABINETS, AND OBTAIN WRITTEN APPROVAL FROM CABINET FABRICATOR THAT SINKS WILL FIT INTO CABINETS, PRIOR TO ORDERING SINKS. B. GENERAL: INSTALL INDIVIDUAL SHUT OFF VALVES OR STOPS AT EACH FIXTURE AND PIECE OF EQUIPMENT. INSTALL SHOCK ABSORBERS (PDI OR ABBE) IN AN ACCESSIBLE LOCATION AT EACH FIXTURE AND PIECE OF EQUIPMENT. INSTALL AUTOMATIC TRAP PRIMER ON ALL FLOOR DRAINS. FIXTURES SHALL COMPLY WITH ADAAND STATE REQUIREMENTS FOR USE BY HANDICAPPED. WATER FLOW RATES AND CONSUMPTION OF ALL FIXTURES SHALL COMPLY WITH THE FLORIDA BUILDING CODE, TABLE 604.4 "MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES AND FIXTURE FITTINGS". WHERE FLOOR MOUNTED CHAIR CARRIERS ARE SPECIFIED FOR LAVATORIES, CONTRACTOR SHALL MOUNT CARRIER AND FIXTURE (WITH ADDITIONAL WALL STRUCTURAL SUPPORTS AS REQUIRED) TO WITHSTAND 300 POUND DOWNWARD VERTICAL FORCE AT FRONT EDGE OF FIXTURE, (CONTRACTOR SHALL COORDINATE REQUIRED CHASE REQUIREMENTS FOR FLOOR MOUNTED CARRIERS PRIOR TO THE START OF CONSTRUCTION), ALTERNATIVE FIXTURES MAY BE SUBMITTED BY CONTRACTOR AND APPROVED BY OWNER/ENGINEER PRIOR TO SUBMITTING BID. LEGEND AND ABBREVIATIONS: CONDENSATE DRAIN PIPING WCO I WALL CLEAN OUT BALL VALVE - DOMESTIC COLD WATER PIPING 3/4" HOSE BIBB WITH VACUUM BREAKER (HB W/ VB) - - - DOM. HOT WATER PIPING 105 D-F VTR VENT THROUGH ROOF INDIRECT WASTE PIPING 1W INDIRECT WASTE I-- PIPE UNION CHECK VALVE VIV VALVE IN VERTICAL ---�- GATE VALVE Oq SHOCK ABSORBERS "A" DESIGNATES SIZE PIPING DOWN SHOWER HEAD AND MIXING -O PIPING UP Irctirl, VALVE - - - - SANITARY VENT PIPING AFF ABOVE FINISHED FLOOR SANITARY WASTE PIPING FU FIXTURE UNITS W WASTE SK SINK SH SHOWER WC WATER CLOSET C COLD L LAVATORY H HOT FD FLOOR DRAIN CW COLD WATER EWC ELECTRIC WATER COOLER HW HOT WATER NTS NOT TO SCALE O DIAMETER TP TRAP PRIMER TYP TYPICAL V VENT M.SK MOP SINK BUILDING CODES TO FOLLOW: A. FLORIDA BUILDING CODE - 5TH EDITION 2014 (WITH CURRENT REVISIONS AND AMENDMENTS). B. NFPA 101 - 2012 (FLORIDA FIRE PREVENTION CODE 2014 - 5TH EDITION WITH CURRENT REVISIONS). C. FLORIDA PLUMBING CODE - 5TH EDITION 2014 (WITH CURRENT REVISIONS AND AMENDMENTS). D. NFPA 90A - 2012. E. N FPA 13 - 2010. F. ASTM STANDARDS IN BUILDING CODES. G. U.L. BUILDING STANDARDS FIRE RESISTANCE DIRECTORY BUILDING MATERIALS DIRECTORY H. ALL APPLICABLE CODES WITH LATEST REVISIONS. 1. FLORIDA ACCESSIBILITIES CODE FOR BUILDING CONSTRUCTION J. AMERICAN DISABILITIES ACT (CURRENT EDITION). PLUMBING DRAWING LIST: P-01 PLUMBING - GENERAL NOTES, SCHEDULES, CODES & LEGENDS P-02 PLUMBING - DETAILS P-03 PLUMBING - GENERAL SPECIFICATIONS P-04 PLUMBING - WAREHOUSE PRESSURE PIPING - NEW WORK PLAN P-05 PLUMBING - ENLARGED PLAN GRAVITY AND PRESSURE PIPING - NEW WORK PLAN P-06 PLUMBING - RISER DIAGRAMS i , , 1 I THESE PLANS AND ALL PROPOSED WOm( ARE SUBJECT TO ANY COP.RECTIONS ' REOUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN OfiDZ9 TO COMPLY W'TH ALL APPUCABLE COVES. CARDINAL ENGINEERING ASSOCIATES, INC. PE# 78477 CA# 31555 info@CEAengineers.com 540 NW UNIVERSITY BLVD, #206 PORT ST LUCIE T.561.746.6343 FLORIDA, 34986 F.561.746.3602 THESE DRAWINGS ARE NOT VALID FOR ANY PURPOSE WHICH REQUIRES THE ORIGINAL SIGNATURE AND SEAL OF THE ENGINEER UNLESS THE ORIGINAL SIGNATURE AND SEAL ARE AFFIXED. DRAWINGS NOT SIGNED AND SEALED BY THE ENGINEER SHALL NOT BE SUBMITTED TO ANY AUTHORITY OR USED FOR ANY PURPOSE WHERE SIGNED AND SEALED DOCUMENTS ARE REQUIRED. bRflsstuP m DRObOI WfliTKTS, FIR 224 D R I U P R STPff7 - SUITf 371 WEST PflLM bfflCfl, fLOPIDfl 33401 (0)561-820-8088 (f)561-820-8089 WWW.bPflSSfUP111DDP0bOT.CoM IIP 001 7698 flR 94843 n(nPb 60164 RCflPb 67673 flfl 26001461 v • L OJ _J v F_ \J Q L ^� !� v L- 1­ n ✓1 L �0 v 4-1 %/1 Sffl(fD bT: ® MlCnflfL Q fInflM - Pf 17285 fal GA A e• �G . •17 1 oF�SS�ONR00��°°°°e 10b #: 17-008 DflTf: 9-18-17 MGM bT: Mc,SflR DPflfTfD bT: SflP CnfCKfD V: MCI PfVISIOnS: // I P-01 SnfFf: � 0 Of:6 EXTERIOR TYPE GCC4 NOTES: OTURN LEAD FLASHING DOWN INTO STACK OROOFING 3 ROOF CONSTRUCTION 4 SLEEVE ROOF CONSTRUCTION AS REQUIRED OVENT STACK O4LB. SHEET LEAD FLASHING FILL IN WITH ROOFING MATERIAL OANY VENT PIPE WITHIN 10' OF ANY DOOR WINDOW OR FREASH AIR INTAKE, EXHAUST OPENING SHALL EXTEND NOT LESS THAN T ABOVE SUCH VENT THRU ROOF DETAIL N.T.S. FCO WALL WCO TYPICAL CLEANOUT DETAIL N.T.S. O"JOSAM" LEVELEZE FLOOR CLEANOUT NO. 56014-2-22 NO HUB CONN. 2O CONCRETE PAD 2' X V X 8" W/4 #3EW O3 US FOUNDRY NO. 7610 CAST IRON BOX WITH COVER MARKED "C.O." OFINISH FLOOR OFILL VOIDS WITH OILED SAND OCLEANOUT FITTING W/BRASS OR PVC PLUG (DTWO WAY CLEANOUT TEE OR LONG SWEEP QUARTER BEND. (CAST IRON OR PVC ACCORDING TO LOCATION) O COVER SECURED WITH SCREWS. O THREADED CLEAN OUT PLUG. O FINISH GRADE. O 4" X 6" DIA CONCRETE PAD FLUSH WITH FINISH GRADE. O SLIP JOINT. O ADJUSTABLE COLLAR. O FINISHED FLOOR. O FACE OF WALL. O STAINLESS STEEL COVER SCREWED TO THREADED CLEAN OUT PLUG. 10 EXTEND CLEANOUT TO INSIDE OF FINISHED WALL AS REQUIRED TO MINIMIZE GAP BETWEEN INSIDE OF WALL AND FITTING. SEAL GAP WITH SILICONE CAULK, TYPICAL. PLUMBING CONTRACTOR TO REMOVE PLUG AND COVER THRU FINISHED WALL FOR ENGINEER'S INSPECTION. 11 WALL CLEANOUT (WCO) SHOULD BE INSTALLED AT EVERY FIXTURE AND VERTICAL STACK WHETHER OR NOT SPECIFICALLY SHOWN ON DRAWINGS (TYPICAL). TWO-WAY FLOOR/GRADE CLEANOUT DETAIL N.T.S. ig" NOTES: O AIR CONDITIONING UNIT (D REMOVABLE PERFORATED (VENTED) C.O. PLUG (SCREWED) (D ADAPT TO UNIT CONNECTION (� UNION O TEE O ELBOW O SLOPE CONDENSATE DRAIN LINE 1/4" PER FT IF POSSIBLE (1/8" PER FT. MIN.) O DRAIN LINE MATERIALS AND INSTALLATION TO BE AS INDICATED AND PER AUTHORITY HAVING JURISDICTION, DWV COPPER. O P—TRAP, VERIFY MINIMUM HEIGHT WITH UNIT MANUFACTURER'S INSTALLATION INSTRUCTIONS. 10 2"D. CONDENSATE P-TRAP DETAIL N.T.S. TRAP SIZE SCHEDULE PER FPC FIXTURE MINIMUM TRAP SIZE WATER CLOSET 3"0 INTEGRAL TRAP LAVATORY 1 Y4"O FLOOR DRAIN 3110 HAND SINK 11/2"4 EWC 1 V4"O MOP SINK 2"0 i 7 8 4 STEEL BEAM CLEVIS HANGER PIPE W/O INSULATION CONC. INSERT STEEL J( a. 3 4 CONC. JOIST CLEVIS HANGER PIPE W/INSULATION HANGER ROD SCHEDULE PIPE SIZE ROD SIZE PIPE SIZE ROD SIZE UP TO 2" �Y8" DIA. 4' THRU 6" 5/8" DIA. 21/2" TO 3" Y2" DIA. 6" THRU 12" 7/8" DIA. NOTES: (DHEAVY DUTY CONCRETE STEEL INSERT WITH ELONGATED STRAP. OCONCRETE JOIST SEE PROJECT PLANS. OHEAVY DUTY CONCRETE JOIST CLAMP. OHANGER ROD (SEE SCHEDULE) O5 CONCRETE SLAB SEE PROJECT PLANS. O6 STRUCTURAL STEEL BEAMS SEE PROJECT PLANS FOR SIZE. O7 HEAVY DUTY BEAM CLAMP. OB EYE SOCKET 9OONE ANGLE ON EACH SIDE OF WEB MEMBERS REST ON TOP OF BOTTOM CHORDS STEEL JOISTS BETWEEN PANEL POINTS. SIZE FOR LOAD. 10 WEB MEMBERS 11 HANGER NUT 12 WELDS 13 BOTTOM CHORD OF STEEL JOISTS 14 BENT STRAP 1 1/2" 3/16" OVER VERTICAL LESS ANGLES. 15 SUPPORT NUT 16 HEAVE DUTY CLEVIS HANGER 17 INSULATION WHERE SPECIFIED SHALL BUTT AGAINST/ABSORB PIPE HANGERS. 18 PIPE 19 LOCKING NUT 20 INSULATION W/VAPOR BARRIER 21 INSERT NUT 22 16 GA. GALV. STEEL METAL SADDLE MIN. 12" LONG PIPE SUPPORT DETAIL N.T.S. O n WALL 1 11 5 2 4 3 e 7 9 e NOTES: O SINK OR LAVATORY O TRAP SEAL PRIMER WITH C.P. FIXTURE TAILPIECE THREADED FIXTURE CONNECTION, 45° -1/2.0 DIVERTER PIPE WITH COMPRESSION CONNECTION FOR COPPER TUBING (EQUAL TO JOSAM 88260 SERIES) O ADJUSTABLE"P"TRAP WITH CLEANOUT O TUBING OUTLET WITH ESCUTCHEON AND SLIP JOINT INLET O FINISHED WALL AND/OR CABINET INTERIOR O TRAP PRIMER LINE SLOPE TO FLOOR DRAIN/SINK CONNECTION O FLOOR DRAIN. O FINISHED FLOOR O TRAP PRIMER CONNECTION/CONNECTION ADAPTER 0 ALL EXPOSED PIPING TO BE CHROME PLATED 11 WALUCABINET ESCUTCHEON FLOOR DRAIN TRAP SEAL PRIMER DETAIL N.T.S. PHOTO DETAIL NOTES: O C.W. FROM COLD WATER SYSTEM O VALVE (TYPICAL). O UNION FITTING (TYPICAL). Q WATER HEATER, REFER TO SCHEDULE FOR CAPACITY O DIELECTRIC FITTING WHEN REQUIRED (TYPICAL). O HEATER DRAIN, ANTI TYPE WITH HOSE CONNECTION. O INSULATED PIPING TO HOT WATER SYSTEM O GALVANIZED STEEL NOT ALLOWED IN HOT WATER SYSTEM O SPRING LOADED, ASME RATED TEMPERATURE & PRESSURE RELIEF VALVE. a 3/4" P&T PIPE, DISCHARGE TO AUXILIARY DRAIN PAN. 11 MOUNTING SHELF WITH WALL RESTRAINTS, AS MANUFACTURED BY ig WATTS MODEL # WM-30 WITH E-100 RESTRAINTS SEE PHOTO. is 12 INSULATED EXTERNAL HEAT TRAP WHEN NOT INTEGRAL WITH HEATER EXCEPT FOR HEATERS USED TO SUPPLY CIRCULATING SYSTEMS. 13 MATERIALS AND INSTALLATION TO BE AS INDICATED AND PER AUTHORITY HAVING JURISDICTION. 14 AUXILIARY DRAIN PAN, MINIMUM 2" DEEP, COORDINATE SPACE REQUIREMENTS, CONSTRUCTED FROM A MINIMUM OF 24 GAUGE GALVANIZED STEEL - WATERPROOF. 1s 1"0 PAN DRAIN, DISCHARGE TO OUTSIDE, 6" ABOVE FINISHED GRADE OR 6" ABOVE MOP SINK. 16 VACUUM BREAKER. 17 1 GALLON EXPANSION TANK. 18 BOTTOM OF SHELF 8'-0" ABOVE FINISHED FLOOR (COORDINATE WITH CEILING HEIGHT PRIOR TO THE START OF CONSTRUCTION). SHELF MOUNTED ELECTRIC WATER HEATER PIPING DETAIL N..S. ELECTRIC WATER HEATER SCHEDULE MARK CAP. GAL. HOURCEATINGE S ELEMENTS TOTAL KW. V/O/HZ MFGR. MODEL NO. REMARKS EWH-1 50 ELEC. 1 2 1 6 KW O 208/1/60 A.O. SMITH I DEL-50 1 2 5 8 REMARKS: O WITH ASME PRESSURE AND TEMPERATURE RELIEF VALVE. O WITH COMPLETE CONTROLS, ADJUSTABLE THERMOSTATS, HIGH TEMPERATURE CUTOFF PER ELEMENT, U.L. LISTED, THERMOSTATIC SEQUENCING CONTROL. Q TWO 3 KW ELEMENTS, SIMULTANEOUS. O SET AT 105 T. O 26-1/2"0 BY 32-1/4" HIGH. THESt PLANS AND ALL PROPOS D WON( ARE SUBJECT TO ANY CORRECTIONS `REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN OIRWR TO COMPLY WITH ALL A&P'IPLICABLE CODES. 09 CARDINAL ENGINEERING ASSOCIATES, INC. PE# 78477 CA# 31555 info@CEAengineers.com 540 NW UNIVERSITY BLVD, #206 PORT ST LUCIE T.561.746.6343 FLORIDA, 34986 F.561.746.3602 THESE DRAWINGS ARE NOT VALID FOR ANY PURPOSE WHICH REQUIRES THE ORIGINAL SIGNATURE AND SEAL OF THE ENGINEER UNLESS THE ORIGINAL SIGNATURE AND SEAL ARE AFFIXED. DRAWINGS NOT SIGNED AND SEALED BY THE ENGINEER SHALL NOT BE SUBMITTED TO ANY AUTHORITY OR USED FOR ANY PURPOSE WHERE SIGNED AND SEALED DOCUMENTS ARE REQUIRED. 6PflsstuP LJ flRCt RCTS, PA 224 DflT9Rfl SI PffT - SUITE 511 WEST PflLM bfflCII, fLORIDfl 53401 (0)561-820-8088 (f)561-820-8089 WWW.bPfSSfUPflnDDROb0T.COM flP 001 7698 flR 94843 UCflRb60764 1CRPb67673 flfl26001461 Is ElkAN r L v I- 0 � /�J L� 1 in ry 0 V d FN SMLfD bT: ® NCflflfL QfinBTfl - Pf 17285 . T a ct * tw. 0 1, 305 #: 17-008 DflTf: 9-1 &17 DfSICInfD bT: MCI,SflR DPflfTfD bY: SflR CflfCl(fD bY: MG RfVIS1011S: P i :o 1= 0 �M oa �oo NQ aM ON ON N� V, PLUMBING GENERAL SPECIFICATIONS 1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN STRICT ACCORDANCE WITH ALL LOCAL CODES AND ORDINANCES. ALL MATERIALS SHALL BE NEW, FREE OF DEFECTS AND OF AMERICAN MANUFACTURE, ALL REQUIREMENTS AND MATERIALS SHALL BE AS INDICATED IN THESE DRAWINGS AND SPECIFICATIONS AND/OR MATCH EXISTING WHEN APPROVED AS APPLICABLE. 2. EACH FIXTURE AND EQUIPMENT SUPPLY SHALL BE PROVIDED WITH A SUPPLY STOP OR SHUT-OFF VALVE AS APPLICABLE, AND A CALCULATED SHOCK ABSORBERS/ WATER HAMMER ARRESTORS AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. 3. THE CONTRACTOR SHALL MAKE ALL NECESSARY CONNECTIONS TO ALL EQUIPMENT FURNISHED BY OTHERS. 4. ALL PIPING SHALL BE SUPPORTED IN AN APPROVED MANNER FROM THE BUILDING STRUCTURE. INSTALL DIELECTRIC FITTINGS AT ALL DISSIMILAR METAL PIPING CONNECTIONS. PROVIDE COMPENSATION FOR EXPANSION AND CONTRACTION. 5. INSULATE ALL AIR CONDITIONING AND REFRIGERATED EQUIPMENT AND CONDENSATE DRAINS WITH 1" IMCOSHIELD, OR AP ARMAFLEX INSULATION RATED 25/50. FINISH WHERE EXPOSED WITH 2 COATS OF WHITE LATEX PAINT ALL AS PER THE MANUFACTURER'S INSTRUCTIONS. INSULATE EXPOSED PIPING AND TRAP DRAINS ON LAVATORIES USED BY THE HANDICAPPED. 6. ALL WATER PIPING PROVIDED SHALL BE TESTED AT 100 PSIG AND 150% OF AVAILABLE SERVICE PRESSURE MINIMUM HYDROSTATIC PRESSURE FOR A MINIMUM OF 4 HOURS. 7. ALL SANITARY AND VENT PIPING PROVIDED SHALL BE TESTED WITH A 10 FOOT HEAD OF WATER. WATER LEVEL POINT OR HYDROSTATIC PRESSURE FOR A MINIMUM OF 4 HOURS. 8. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSURANCE, PERMITS, FEES, INSPECTIONS AND TAXES REQUIRED TO INSTALL AND COMPLETE SYSTEMS INDICATED ON THE DRAWINGS AND SPECIFIED HEREIN. CONTRACTOR SHALL PERFORM AND/OR PAY FOR ALL TESTS INDICATED AND/OR REQUIRED BY AUTHORITIES HAVING JURISDICTION FOR ALL SYSTEMS PROVIDED. 9. ALL SANITARY PIPING SHALL BE SLOPED AS FOLLOWS: FOR PIPING 3"0 AND LARGER SLOPE AT 1/8" PER FOOT, FOR PIPING 2-1/2"0 AND SMALL SLOPE AT 1/4" PER FOOT. 10. THE CONTRACTOR SHALL COMPLETELY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. PRIOR TO COMMENCEMENT OF WORK, VERIFY MEASUREMENTS AT BUILDING SITE. NOTIFY ARCHITECT AND/OR ENGINEER OF ANY CHANGES REQUIRED DUE TO SUCH CONDITIONS BEFORE PROCEEDING WITH THE WORK. SUBMIT DISCREPANCIES, DIFFERENCES AND PROPOSED VARIATIONS TO CONTRACT DOCUMENTS FOR CONSIDERATION AND DECISION BEFORE PROCEEDING 11. OBTAIN FULL INFORMATION REGARDING PECULIARITIES AND LIMITATIONS OF SPACE AVAILABLE FOR INSTALLATION OF THE EQUIPMENT AND MATERIALS UNDER CONTRACT, AND PROVIDE READY ACCESSIBILITY TO VALVES, AND OTHER APPARATUS, INCLUDING ANY PART OF SYSTEM REQUIRED TO BE REACHED FOR MAINTENANCE AND OPERATIONS. 12. PROVIDE ACCESS PANELS IN ALL WALLS AND CEILINGS FOR ALL VALVES, DAMPERS, CONTROL DEVICES, ETC. ACCESS PANELS SHALL BE MILCOR FLUSH TYPE. 13. VERIFY ALL VOLTAGES WITH ELECTRICAL CONTRACTOR BEFORE ORDERING ANY EQUIPMENT. 14. CUT ALL OPENINGS AND CHASES REQUIRED TO ACCOMMODATE THE WORK BY THIS CONTRACTOR. ALL WORK DONE UNDER THIS HEADING MUST CONFORM IN EVERY RESPECT TO ARCHITECTURAL AND STRUCTURAL REQUIREMENTS, AND FINISH AND QUALITY OF MATERIALS AND WORKMANSHIP REQUIRED OF APPLICABLE TRADES FOR THE PROJECT. 15. PROVIDE AND INSTALL FIRE AND SMOKE PENETRATION SEALS FOR OPENINGS IN FLOORS/SLABS, WALLS AND OTHER ELEMENTS OF CONSTRUCTION DEFINED ON ARCHITECTURAL DRAWINGS AS FIRE AND/OR SMOKE BARRIERS. FIRE/SMOKE SEALING SYSTEM SHALL HAVE THE SAME RATING AS THE BARRIER PENETRATED. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. A. FIRESTOPPING MATERIALS TO BE BY 3M, DOW CORNING CORP., TREMCO X-FERNO PRODUCTS, INC. OR APPROVED EQUAL. SEE DETAILS ON DRAWING Al 5-A. B. FIRESTOPPING MATERIALS TO BE ASBESTOS FREE AND IN COMPLIANCE WITH ASTM E-814 AND UL 1479. 18. PROVIDE AN ACCURATE LAYOUT, GRADES, AND ELEVATIONS; SET SLEEVES AND OPENINGS IN AMPLE TIME; TAKE PROPER PRECAUTIONS TO PROTECT ALL EXISTING AND NEW WORK AND EQUIPMENT FROM DAMAGE. 19. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION AND IN STRICT COMPLIANCE WITH ALL APPLICABLE CODES, STANDARDS AND AUTHORITY HAVING JURISDICTION. 20. VIBRATION ISOLATION: ALL EQUIPMENT AS PER MANUFACTURER RECOMMENDATIONS TO ELIMINATE ANY OBJECTIONABLE NOISE, SUBJECT TO REVIEW BY ENGINEER, 21. VERIFY ALL DIMENSIONS WITH STRUCTURE PRIOR TO ANY FABRICATION OR INSTALLATION. 22. THE CONTRACTOR SHALL VERIFY EXACT LOCATION, SIZE AND COMPATIBILITY WITH ANY INTERFACE OR CONFLICT OF BUILDING SERVICES AND INCORPORATE SUCH ACCOMMODATIONS INTO THE CONTRACT. AN ALLOWANCE SHALL BE MADE IN THE CONTRACTOR'S BID TO ACCOMMODATE DIFFERENCES FROM THE ACTUAL LOCATION VERSUS THE LOCATION INDICATED FROM THE AVAILABLE INFORMATION. 23. SUBMIT SHOP DRAWINGS OF ALL PIPING LAYOUTS, MATERIALS, EQUIPMENT AND/OR PROPOSED INSTALLATIONS AT VARIANCE TO CONTRACT DOCUMENTS FOR PROCESSING PRIOR TO FABRICATION AND/OR ORDERING OF EQUIPMENT AND MATERIALS. ALL SHOP DRAWINGS AND/OR REQUESTS FOR ANY DEVIATIONS FROM THE CONTRACT DOCUMENTS SHALL BE ACCEPTED FOR REVIEW ONLY WHEN SUBMITTED THROUGH THE ARCHITECT. ALL SUBMITTALS SHALL BE MADE WITHIN 30 DAYS OF NOTICE TO PROCEED. SUBMITTALS OF PIPING LAYOUTS OR MATERIALS AND EQUIPMENT SPECIFICALLY SPECIFIED BY DESCRIPTION/MANUFACTURER/MODEL NUMBER NEED NOT BE MADE AS THEIR DEFINITION ON THE CONTRACT DOCUMENTS IS EVIDENCE OF APPROVAL UNLESS OTHERWISE NOTED. CONTRACTOR ASSUMES ALL FINANCIAL RISKS FOR PROCEEDING WITHOUT SHOP DRAWINGS PROCESSED WITHOUT EXCEPTION ON ANY NON- SPECIFIED ITEM. SHOP DRAWINGS AND SUBMITTALS FOR EACH ITEM SHALL BE REVIEWED NO MORE THAN TWO TIMES UNLESS ACCOMPANIED BY PURCHASE ORDER FROM CONTRACTOR. PIPING LAYOUTS AND/OR SYSTEMS IF SUBMITTED AT VARIANCE TO THE CONTRACT DOCUMENTS SHALL INCLUDE REASON FOR PROPOSED CHANGE, CREDIT OFFERING TO OWNER AND C. O. D. PURCHASE ORDER TO ENGINEER TO REVIEW ALTERNATIVE DESIGN, FAILURE TO INCLUDE ANY OF THESE ITEMS WILL RESULT IN REJECTION. CIRCUMSTANCES NECESSITATING A REVISION TO THE PERMITTED DOCUMENTS NOT PROCESSED PRIOR TO INSTALLATION MAY NOT BE ACCEPTED AND WILL NOT BE REVIEWED UNLESS ACCOMPANIED BY A PURCHASE ORDER FROM THE CONTRACTOR. RELOCATED TO ACCOMPLISH INTENT OF WORK SHOWN BY ALL TRADES. INCLUDE ALL COSTS FOR EXISTING CONDITIONS AND SYSTEMS THAT MUST BE CONTRACTOR SHALL THOROUGHLY INVESTIGATE SITE PRIOR TO SUBMITTING BID, AND OTHER AREAS SHALL BE REROUTED INTO NEW WALLS AND FLOORS AND CEILINGS SPACES. IN A SAFE CONDITION. ANY PIPING RUNNING THROUGH CONSTRUCTION AREAS SERVING (SEE ARCHITECTURAL DEMOLITION PLANS). ALL REMAINING PIPING SHALL BE LEFT OF CONSTRUCTION NOT SPECIFICALLY SHOWN AS REMAINING, OR SERVING OTHER AREAS AND CAPPED. REMOVE ALL PLUMBING TRADE ITEMS THROUGHOUT AREA SHOWN AS REMAINING OR SERVING OTHER AREAS SHALL BE REMOVED VALVES, PIPING, CARRIERS, HANGERS, ETC-, I.E. ALL PLUMBING TRADE ITEMS NOT OCCUPANCY. 24. WHERE SPECIFIC PRODUCTS, MANUFACTURERS AND/OR MODEL NUMBERS ARE LISTED TO ESTABLISH QUALITY STANDARDS AND/OR SPACE LIMITATIONS, SUBSTITUTIONS OF EQUAL STATUS WITH APPROPRIATE CREDITS MAY BE CONSIDERED IF ACCEPTED IN WRITING/VIA PROCESSED SHOP DRAWINGS BY THE OWNER AND THE ENGINEER PRIOR TO INSTALLATION. THIS CONTRACTOR WILL ABSORB ALL COORDINATION EFFORTS AND ALL IMPACTS IMPOSED ON OTHER TRADES. 25. OBTAIN FULL INFORMATION REGARDING PECULIARITIES AND LIMITATIONS OF SPACE AVAILABLE FOR INSTALLATION OF THE EQUIPMENT AND MATERIALS UNDER CONTRACT, AND PROVIDE READY ACCESSIBILITY TO DAMPERS, VALVES, AND OTHER APPARATUS, INCLUDING ANY PART OF SYSTEM REQUIRED TO BE REACHED FOR MAINTENANCE AND OPERATIONS. 26. PAINT ALL EXPOSED EQUIPMENT AND PIPING IN COMPLIANCE WITH OWNER'S SPECIFICATIONS LOCATED ON THESE DRAWINGS. 27. EQUIPMENT, PIPING, ETC., SHALL BE LOCATED AS REQUIRED TO ACCOMMODATE BUILDING CONDITIONS INDICATED BY ALL TRADES. 28. ON ALL SCHEDULED EQUIPMENT WHOSE MODEL NUMBER IS INCONSISTENT WITH THE PERFORMANCE CHARACTERISTICS INDICATED, THE CONTRACTOR SHALL BASE HIS PRICE ON THE MORE EXPENSIVE SOLUTION. ANY SUCH DISCREPANCIES SUCH AS MANUFACTURER'S MODEL CHANGE SHALL BE RESOLVED PRIOR TO THE ORDERING ANY EQUIPMENT. 29. ALL EQUIPMENT SUPPORTS, PIPING SUPPORTS, AND ROOF PENETRATIONS SHALL BE FABRICATED AND/OR INSTALLED IN A MANNER ACCEPTABLE TO THE BUILDING STRUCTURAL ENGINEER AND ARCHITECT. 30. FOR ALL SLABS AND PARTICULARLY SLABS CONTAINING REINFORCING IN TENSION (POST TENSION), ASCERTAIN LOCATION OF REINFORCING COMPONENTS AND OBTAIN STRUCTURAL ENGINEERS APPROVAL FOR PENETRATION SIZE(S) AND LOCATION(S) PRIOR TO PROCEEDING WITH ANY WORK. 31. ALL POTABLE WATER SYSTEMS SHALL BE FLUSHED CLEAN, STERILIZED WITH AN APPROVED SOLUTION AND THOROUGHLY FLUSHED OF ALL RESIDUAL SOLUTION AFTER FINAL PRESSURE TEST AND WITH ALL TRIM AND CONNECTIONS INSTALLED. 32. CONTRACTOR SHALL OBTAIN APPROVED MANUFACTURER'S INSTALLATION DRAWINGS AND DIMENSIONED ROUGH -IN LAYOUT AND/OR CATALOG CUTS OF ALL EQUIPMENT PRIOR TO PROCEEDING WITH ANY WORK. 33. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIXTURE ROUGH -IN DIMENSIONS AND CORRECT FLOOR AND WALL PENETRATIONS. 34. CONTRACTOR SHALL PROVIDE ALL SYSTEMS INDICATED IN THESE SPECIFICATIONS ON THE DRAWINGS AND AS REQUIRED TO COMPLY WITH LOCAL CODES AND ORDINANCES AS APPLICABLE TO COMPLETING WORK FOR INTENDED OCCUPANCY. IT IS THE INTENT OF THESE PLANS AND SPECIFICATIONS FOR CONTRACTOR TO PROVIDE A COMPLETE AND OPERATING INSTALLATION INCLUDING PROVIDING SERVICES AND CONNECTIONS TO ITEMS THAT MAY ONLY BE INDICATED ON AIR CONDITIONING, ELECTRICAL AND/OR ARCHITECTURAL CONTRACT DOCUMENTS. 35. PROVIDE TEMPORARY POTABLE WATER SERVICE AS REQUIRED ON SITE FOR ALL TRADES. 36. SEE ARCHITECTURAL DRAWINGS AND SITE CONDITIONS FOR AREAS AND SYSTEMS PRIOR TO BID AND COMMENCEMENT OF WORK AND ORDERING OF MATERIALS. TO INCLUDE WHERE APPLICABLE ANY DEMOLITION AND PREPARATION WORK REQUIRED WITHIN THE SCOPE OF THIS PROJECT. 37. RE-ROUTE ANY PIPING WHICH INTERFERES WITH, OR IS REQUIRED FOR CONTINUITY OF A SYSTEM IN THE CONSTRUCTION OF THIS PROJECT. PROVIDE DRAWINGS OF ALL PROPOSED CHANGES AND OBTAIN WRITTEN AUTHORIZATION FROM ARCHITECT PRIOR TO RE-ROUTING OR ALTERING ANY SYSTEM OR BUILDING COMPONENT. 38. PROVIDE INTERFACE CONNECTIONS TO UTILITY SYSTEMS AS REQUIRED. 39. AT COMPLETION OF WORK REMOVE ALL RUBBISH AND DEBRIS CAUSED BY THIS WORK AND THOROUGHLY CLEAN ALL RELATED FIXTURES AND EQUIPMENT. 40. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE. 41. PROVIDE FIXTURES AND EQUIPMENT AS INDICATED ON DRAWINGS. 42. PROVIDE ALL FIXTURES AND EQUIPMENT WITH APPROVED PLUMBING FITTINGS. VISIBLE PARTS OF FIXTURE AND EQUIPMENT TRIM AND ACCESSORIES, INCLUDING SUPPLIES, P-TRAPS, WASTE ARMS AND ESCUTCHEONS SHALL BE HEAVILY CHROME PLATED. 43. PROVIDE WALL HUNG FIXTURES NOT SUPPLIED WITH FLOOR MOUNTED CARRIERS WITH MINIMUM 1/4" THICK STEEL WALL PLATE SECURED TO STUDS FOR WALL HANGER, AND INSTALLED WITH ADDITIONAL STRUCTURAL SUPPORTS AND BRACING SO THAT FIXTURE CAN WITHSTAND 300 POUND VERTICAL DOWNWARD FORCE AT FRONT EDGE OF FIXTURE WITHOUT DAMAGE TO INSTALLATION. 44. PIPE SUPPORTS SHALL BE PROVIDED TO BE COMPATIBLE WITH PIPING, INSULATION, STRUCTURE, AND COMPENSATE FOR CONTRACTION AND EXPANSION. 45. ALL HOSE BIBBS AND HOSE CONNECTIONS THIS PROJECT SHALL BE PROVIDED WITH VACUUM BREAKERS. EACH HOSE BIBB SHALL BE PROVIDED WITH AN INDIVIDUAL SHUT-OFF VALVE. 46. ALL TRAPS FOR FLOOR DRAINS, OPEN SIGHT DRAINS, HUB DRAINS, AND INDIRECT WASTES SHALL BE PROVIDED WITH AUTOMATIC TRAP SEAL PRIMING SYSTEMS. SEE DETAILS FOR ACCEPTABLE PRIMING SYSTEMS. 47. PROTECT ALL FIXTURES AND EQUIPMENT FROM DAMAGE AND REPAIR OR REPLACE DAMAGED ITEMS AS APPLICABLE IN A MANNER ACCEPTABLE TO AFFECTED PARTY. 48. TESTS SHALL BE PERFORMED PRIOR TO APPLICATION OF ANY INSULATION AND MAKING FINAL CONNECTIONS TO FIXTURES AND EQUIPMENT. 49. REFER TO CONTRACT DOCUMENTS CREATED BY SPECIALTY CONSULTANTS (SUCH AS LANDSCAPE, SITE, LIGHTING, CIVIL AND/OR INTERIOR DESIGN AS APPLICABLE) AND ASSOCIATED SHOP DRAWINGS TO CONFIRM REQUIREMENTS PRIOR TO ROUGH IN FOR QUANTITY, SIZES AND LOCATION OF REQUIRED SERVICES. 50. "AS -BUILT" DRAWINGS SHALL BE PROVIDED BY CONTRACTOR IN COMPLIANCE WITH SPECIFICATIONS. THESE PLI%NS AND ALL PROPOSMO WOk ARE SUBJECT TO ANY COFREC T IONS 'REQUIRED BY FIELD INSPECTORS THRi 141AY BE tCCESSAPtY IN OIgD'R TO COI'l;PLV INITH ALL APPLICABLE CODED. CARDINAL ENGINEERING ASSOCIATES, INC, PE# 78477 CA# 31555 info@CEAengineers.com 540 NW UNIVERSITY BLVD, #206 PORT ST LUCIE T.561.746.6343 FLORIDA, 34986 F.561.746.3602 THESE DRAWINGS ARE NOT VALID FOR ANY PURPOSE WHICH REQUIRES THE ORIGINAL SIGNATURE AND SEAL OF THE ENGINEER UNLESS THE ORIGINAL SIGNATURE AND SEAL ARE AFFIXED. DRAWINGS NOT SIGNED AND SEALED BY THE ENGINEER SHALL NOT BE SUBMITTED TO ANY AUTHORITY OR USED FOR ANY PURPOSE WHERE SIGNED AND SEALED DOCUMENTS ARE REQUIRED. bRflsstu O W1 flPCtflTfCTS, PA 224 DhTURflSTPEET - SUIT[ WEST PflLM DEflCh. fIOPIDfl 3- (0) 5 6 1 - 8 2 0 - 8 0 88 (f)561-820-8089 WWW.6RflS5fURflflDDP0D0L( flR 001 7698 flR 94845 11C111?6 601 64 aCnPb 676 hfl 26001461 v O -� U 4� LI- � 0 2= 2= d q:- v U-- I- 2= O v� CT --I t% 0 0-4 SH0 DT: ® MICHE CPflNflTfl - PE 17285 fSICINfD DT: M( RflfTfD V: flfCKfD 6T: [VISIONS: a 0 0 L i 0 T 9 THESE PUNS AND ALL PROPOSM WORK ARE SUBJECT TO ANY COR,RECTICN3 'R-EQUIRED BY FIEW INSPECTORS TART LMY BE NECESSARY IN QADn TO COMM Y WITH ALL XPPIJCABLE CGOES. -Y4"HB W/VB CARDINAL ENGINEERING ASSOCIATES, INC. PE# 78477 CA# 31555 info@CEAengineers.com 540 NW UNIVERSITY BLVD, #206 PORT ST LUCIE T.561.746.6343 FLORIDA, 34986 F.561.746.3602 THESE DRAWINGS ARE NOT VALID FOR ANY PURPOSE WHICH REQUIRES THE ORIGINAL SIGNATURE AND SEAL OF THE ENGINEER UNLESS THE ORIGINAL SIGNATURE AND SEAL ARE AFFIXED. DRAWINGS NOT SIGNED AND SEALED BY THE ENGINEER SHALL NOT BE SUBMITTED TO ANY AUTHORITY OR USED FOR ANY PURPOSE WHERE SIGNED AND SEALED DOCUMENTS ARE REQUIRED. bPflsstup 0 DPObOT flRUIRCTS, PA 224 DITUPISTRffT-AITE371 WEST PflIM bfflCfl. f[0PIDI 53401 (0)561- 8 2 0 - 8 0 8 8 (f)561-820-8089 WWW.bRflSSfURfl11DDRObOT.COM I 001 7698 1P 94843 n(IRb 60164 R(nPb 67673 flfl 26001461 OC= v W _� 4— VT _oJ ti ED v Lon �o L, S SffllfD N: ® MGM Qfinfllfl - PE 17285 �BYP,ll/s,�i O, a e • W a s ,0 /, 11 lob #: 17-008 Dflif: 9-18-17 X1010 bT: MQSflR CflfCKfD bT: A6 MIME: I P-04 i SflffT: �— Of:6 EMERGENCY SHOWER ' OTHERS, SEE ARCHITECTRUAL) z"T.P. 25 "FDt I I 15 I WE C 1 I 30 I 1 3"VTR �---�• � ww�_ 1 L� Mfn S b0poOM 1 , 114 i s L--------- ---- ----------T---------'r'� FCO ------mw-----�+----------mw-- I---�+-----a�---� I— L2"T.P_ 3"FD1 ROOM fr"------------------------ ]_ fl/C l Mtn \ 1 — — — 105 1 115 I \ 11 21 — 20 IWC-2 105 t5 22 1 Y4"0 i I I \\ 11 1 Y4"0 2z is iEAHU-2WC-2 URUR1 1 I URUR=2 I D-----�-CD ----- CD--- • 1---W----- W----- CD----- --CD-- i 1---co--�-- w-----w-- — INSL vv 6 1 14 - - - CL S. fLfCTRICflV AHy 1 20 r--- . 29 28 - --- 1 ' ' DflTfl WC-2 3 lts � I � 1'0 L 1 ---T-- —----- �:� �. UIII�fA+ 1 __.. ,s EWH-1 i\n�n i at '«'- j T' bflTdPOOM 2s2a � T 1 I-------' ----- - "E.�------ 00 I REF W/ICE I 1 r I lio �•�J WOMEN 3/4"H8 W/VB -{—=cJ SK 2 1 i i I )IL b �� �1 _ '~M.SK-1 WC la R R v — JUTOR �_ �LUJI 1 LJ G I' SK 1 I �; I I oa M11 t4 DHTS Offl(f 113 O+ 3 0 I E a oa 3r-4 NN Oai UM ON 00 N NnN1` m 707 POT d ]Oin'S OfflCf BE m� COVfPfD MTV PLUMBING - ENLARGED PRESSURE AND GRAVITY PIPING - NEW WORK JUAIt: 1/4" = 1'-0 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORM TO COMPLY WITH ALL Al"PL}CAME CCOEG. NOTES: Ot NEW PIPING BELOW GRADE. O GENERAL NOTE: VERIFY EXACT SERVICE, SIZE, LOCATION, ETC. OF ALL PIPING AND SYSTEMS PRIOR TO THE START OF CONSTRUCTION, AND MODIFY WORK SHOWN AS REQUIRED BY FIELD CONDITIONS TO ACCOMPLISH INTENT OF WORK SHOWN, SUBJECT TO REVIEW BY ENGINEER. 3O GENERAL NOTE: CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS, CEILING HEIGHTS AND CONSTRUCTION BY ALL TRADES, ROUTING ELEVATIONS, AND CONDITIONS WITH NEW CONSTRUCTION, AND RELOCATE OR MODIFY ALL WORK AND RELOCATE SYSTEMS WHETHER OR NOT SPECIFICALLY SHOWN, AS REQUIRED TO ACCOMPLISH INTENT OF WORK SHOWN, SUBJECT TO REVIEW BY ENGINEER. O GENERAL NOTE: DO NOT CUT ANY BEAM, JOIST, COLUMN, ETC., I.E. ANY STRUCTURAL MEMBER. VERIFY ALL CONDITIONS, PRIOR TO START OF CONSTRUCTION, TYPICAL THROUGHOUT JOB. 0s TO NEW UTILITY SEWER LATERAL. 02 O NEW �W" 0 DOMESTIC COLD WATER GROUND 18" A.F.F., COORDINATE EXACT LOCATION WITH ELECTRICAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. Oi RISE TO UNDERSIDE OF ROOF STRUCTURE. 0a Y4"O P&T RELIEF PIPING, TURN DOWN AND DISCHARGE INTO AUXILIARY DRAIN PAN. ,3 0s DROP TO 9" ABOVE FLOOR. o GENERAL NOTE: SEAL ALL BUILDING PENETRATIONS WEATHER TIGHT (TYPICAL THROUGHOUT JOB). (D RISE TO 24" MINIMUM ABOVE GRADE. @ PIPING ABOVE FLOOR IN PARTITION. t3 SEE DETAILS ON SHEET P=2 AND P=3. 9 PIPING ABOVE CEILING. ,s PIPING BELOW FLOOR. to EWH-1: ON SHELF TIGHT TO STRUCTURE ABOVE, (TOP OF HEATER 12" BELOW CEILING, CONTRACTOR SHALL COORDINATE SHELF LOCATION AND SIZE, SEE DETAIL. ,3 t7 TURN DOWN AND DISCHARGE 6" ABOVE FINISHED GRADE. ,a GOOSENECK RELIEF, TERMINATE 12" ABOVE FINISHED GRADE WITH STAINLESS STEEL SCREEN, SURROUND PIPING ALL AROUND WITH 6" THICK CONCRETE SLAB WITH CHAMFERED EDGES — WITH 6x6-10/10 WWF REINFORCEMENT — 12" BEYOND GOOSENECK IN ALL DIRECTIONS. SINEW AIR HANDLING UNIT (SEE AIR CONDITIONING DRAWINGS). 20 DROP TO BELOW FLOOR. 2, Y4" 0 TRAP, ADAPT TO UNIT CONNECTION SIZE. t3 22 SLOPE AT Y4" PER FOOT IF POSSIBLE (�%" PER FOOT MINIMUM). 23 PIPING BELOW GRADE. z4 4"O SANITARY WASTE BELOW GRADE TO NEW SANITARY SYSTEM, SEE CIVIL 33 25 FOR CONTINUATION, SEE SHEET PO4. 2s 2"0 CONDENSATE BELOW GRADE TO SITE STORM WATER SYSTEM, SEE CIVIL DRAWINGS. 33 z7 NEW SERVICE FROM SITE WATER MAIN. 33 29 BY PLUMBING CONTRACTOR BEYOND THIS POINT. 2s BY SITE UTILITIES CONTRACTOR BEYOND THIS POINT. 3o PIPING TIGHT TO ROOF STRUCTURE ABOVE. 3, DISCHARGE PAN DRAIN TO MOP SINK. t3 32 SUPPLIED BY OTHERS, COORDINATED AND CONNECTED BY PLUMBING CONTRACTOR. 33 FOR CONTINUATION, SEE CIVIL DRAWINGS. FILE COPY CARDINAL ENGINEERING ASSOCIATES, INC. PE# 78477 CA# 31555 info@CEAengineers.com 540 NW UNIVERSITY BLVD, #206 PORT ST LUCIE T.561.746.6343 FLORIDA, 34986 F.561.746.3602 THESE DRAWINGS ARE NOT VALID FOR ANY PURPOSE WHICH REQUIRES THE ORIGINAL SIGNATURE AND SEAL OF THE ENGINEER UNLESS THE ORIGINAL SIGNATURE AND SEAL ARE AFFIXED. DRAWINGS NOT SIGNED AND SEALED BY THE ENGINEER SHALL NOT BE SUBMITTED TO ANY AUTHORITY OR USED FOR ANY PURPOSE WHERE SIGNED AND SEALED DOCUMENTS ARE REQUIRED. bPflSStuP m DPObOT flRUIRCTS, PA 224 D9TOPfl STPffT- SIIITf 311 WEST PflLM 6fflCfl, fLOPIDfl 33401 (0)561-820-8088 (f)561-820-8089 WWW.DP1SStUPflI1DDP050T.00M flP 0017698 flP 94843 U(nP6 60164 tICflP6 67673 flfl 26001461 0 w— v L4--J U—J = o 4 — . ^ v , J v �" 0 `r L 4-1 ✓1 St 0 5T: ® MOM 0flIM - Pt 17285 )OD #: Dfil D5101 D 5Y: DPflfifD SY: (flf(KfD 5T: MISIOflS: 17-008 9-18-17 MQ,SflR SflP MG AM: 1 v 1-Y4' �- /� Y4" / - -/- a w - 30 / <� ,n 3/4\ / Ya � �. 3/4 w\w 1 Iv R w vz„ - Ya"I w 11/a • B G� '� 1 I /z„ 12.. Yz„O 1 ' ��. .! `a„ 11 va Y. / /z - /z" ' A I 44 1V4 I\ V2 w �'. •" 1//'/ I1 II Y A�1A iV,4 Yz VY4 w2 3X,i / Yz" Ng /z11/4 " M / w w w 1/p'• 1 1h 1/2 o >' y" A I /Z ' SHOCK ABSORBER SCHEDULE SYMBOL JOSAM TYPE NO. PDI SIZE CONNECTION FIXTURE SIZE — NPT UNITS 0 75001—S A Yz" 1-11 0 75002—S B Ya" 12-32 cO 75003—S C 1" 33-60 O 75004—S D 1" 61-113 / - A . I ' I DOMESTIC WATER SYSTEM SCHEMATIC RISER DIAGRAM �© i //'�\\ /'' 2 12„ \ N.T.S. I / / Gco �\ 2/ \ IYz'\\ 2 ¢" 2 \\\Gi I Yz"I k, 1 A / / 13 \ 1 v 1/ ¢^ 2' 2„ / / 4„ 4" 127 URA ' RFF /// wcol 4 ¢" I% xJ �/ 11/2 4 a rn c E a 0a �o 3� 8 g 8 do N N NM ns O N wE dm ga m rn U� >3 om d� 0— ow 2L H LL7 wco,\4., // \\ 3„ / / 4„ \ II ^ U 12" \\\2\ S . 2 UR p� wco J / / 3 / / 27,wco 2„ / / 127' / I 0�e� SANITARY SYSTEM SCHEMATIC RISER DIAGRAM THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS 'REQUIRED BY FIELD INSPECTORS TMI MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. CARDINAL ENGINEERING ASSOCIATES, INC. PE# 78477 CA# 31555 info@CEAengineers.com 540 NW UNIVERSITY BLVD, #206 PORT ST LUCIE T.561.746.6343 FLORIDA, 34986 F.561.746.3602 THESE DRAWINGS ARE NOT VALID FOR ANY PURPOSE WHICH REQUIRES THE ORIGINAL SIGNATURE AND SEAL OF THE ENGINEER UNLESS THE ORIGINAL SIGNATURE AND SEAL ARE AFFIXED. DRAWINGS NOT SIGNED AND SEALED BY THE ENGINEER SHALL NOT BE SUBMITTED TO ANY AUTHORITY OR USED FOR ANY PURPOSE WHERE SIGNED AND SEALED DOCUMENTS ARE REQUIRED. bPflssfUP Ai DPObOT flRC111TfQS, PA 444 DflTURflSTRffT-SUITf311 WEST PflLM bffl0, fLORIDfl 33401 (0)561-820-8088 (f)561-820-8089 WWW.DRflSSfURflUDDRODOT.COM flR 001 7698 flR 94843 flCflPb 60164 flC0R6 67673 flfl 26001461 21 L— n O v a SHLfD 6T: ® MOM OWN - Pt 17285 E AEN e�leDe ...,� JOD #: 17-008 DflTf: 9-18-17 DfSICInfD DT: MCI,SflR DRflfifD DT: SflR CflfCKfD 6Y: MCI RfVISlO(1S: II 0 I DOf- SflffT: A MECHANICAL GENERAL NOTES: 1. ALL DUCT 9O'S SHALL BE FULL RADIUS ELBOWS OR DOUBLE VANED. 2. PROVIDE AND INSTALL MANUALLY ADJUSTABLE VOLUME EXTRACTORS ON TAKE -OFFS AS SHOWN ON THE FLOOR PLANS. 3. IF CONTRACTOR SUBMITS FOR "APPROVAL" ANY ITEM OTHER THAN WHAT IS USED AS A BASIS OF DESIGN, HE SHALL SUBMIT ALL NECESSARY DETAILED 1/4" SCALE DRAWINGS AND DETAILED PERFORMANCE COMPATIBLE IN ALL RESPECTS WITH THE SYSTEM DESIGN. IT WILL BE REJECTED IF NOT SATISFACTORILY SUBMITTED. 4. DUCT DIMENSIONS SHOWN ARE CLEAR INSIDE DIMENSIONS. 5. FOR EXACT LOCATION OF ALL CEILING GRILLES/DIFFUSERS, REFER TO THE ARCHITECTURAL REFLECTED CEILING PLAN. 6. CONTRACTOR SHALL SUBMIT DUCT AND EQUIPMENT FABRICATION AND INSTALLATION SHOP DRAWINGS AT 1/4" SCALE FOR APPROVAL, SIGNED BY ALL OTHER TRADES FOR COORDINATION PRIOR TO SUBMITTAL. CONTRACTOR SHALL VERIFY AND COORDINATE ALL SPACE LIMITATIONS PRIOR TO START OF ANY CONSTRUCTION. CONTRACTOR MAY CHANGE TO EQUIVALENT DUCT SIZING AND CHANGE ROUTING AS REQUIRED BY SPACE CONDITIONS, BETWEEN STRUCTURE, AS REQUIRED BY SPACE CONDITIONS, SUBJECT TO ENGINEER'S REVIEW. SHOW AND LABEL EACH TYPE OF FIRE AND/OR SMOKE PARTITION. ALL EXISTING DUCTWORK AND HVAC SYSTEMS ARE NOT SHOWN, AND CONTRACTOR SHALL FIELD VERIFY ALL EXISTING ITEMS OF CONSTRUCTION THAT MUST BE RELOCATED OR REMOVED SO THAT NEW SYSTEMS CAN BE INSTALLED, PRIOR TO SUBMITTING HIS BID, AND SHOW ALL ITEMS OF ALL TRADES THAT MUST BE RELOCATED (IF NO OTHER SOLUTION EXISTS, SUBJECT TO OWNER'S/ENGINEER'S REVIEW). 7. A COPY OF THE FINAL TEST AND BALANCE REPORT SHALL BE SUBMITTED BY THE CONTRACTOR THROUGH THE OWNER TO THE ENGINEER, AT LEAST 14 DAYS PRIOR TO FINAL INSPECTION. 8. INSULATION, FITTINGS, COVERS AND ALL FINISHES AND MATERIALS SHALL HAVE A MAXIMUM FLAME SPREAD RATING OF 25 AND A MAXIMUM SMOKE DEVELOPED RATING OF 50. 9. THE AIR DISTRIBUTION SUPPLY RETURN AND EXHAUST REGISTER LOCATIONS SHOWN ARE DIAGRAMMATIC. CONTRACTOR SHALL COORDINATE AND SUBMIT REFLECTED CEILING PLAN SHOWING EXACT LOCATION OF ALL LIGHTS, ALARMS, SPEAKERS, SPRINKLER HEADS, AIR DISTRIBUTION PRODUCTS, ETC. FOR OWNER/ENGINEER REVIEW PRIOR TO ORDERING ANY ITEM. 10. ALL CONTROL WIRING SHALL BE IN EMT CONDUIT. 11. LOCATION OF ALL WALL THERMOSTATS, CONTROL PANELS, ETC., I.E. ALL COMPONENTS OF HVAC SYSTEMS THAT ARE LOCATED IN FINISHED AREAS ARE SUBJECT TO LOCATION AS DIRECTED BY THE ENGINEER. CONTRACTOR SHALL VERIFY AND COORDINATE ALL ITEMS, AND OBTAIN APPROVAL FOR LOCATIONS OF ALL ITEMS. 12. CONTROL NOTE: PASSIVE SMOKE CONTROL: IF ALL POWER IS OFF OR AIR HANDLING UNIT OR FAN IS OFF FOR ANY REASON, ALL ASSOCIATED CONTROL DAMPERS SHALL CLOSE. 13. FRAME WITH METAL STUDS INSIDE METAL STUD WALLS ALL AROUND ALL DUCT PENETRATIONS OF FIRE WALLS, SMOKE WALLS, AND CHASE WALLS. COORDINATE ALL PENETRATIONS PRIOR TO START OF CONSTRUCTION. 14. INSTALL ALL PIPING, EQUIPMENT AND DUCTWORK RUNNING PARALLEL WITH THE SMOKE WALLS, FIRE RATED WALLS, AND CORRIDOR WALLS A MINIMUM OF 6" FROM THE WALL SO THAT THE WALL CAN BE INSTALLED AND INSPECTED. HVAC OR CONTROLS TRADE ITEMS (EXCEPT FOR WALL MOUNTED THERMOSTATS OR CONTROLS) SHALL NOT BE SUPPORTED FROM WALLS. 15. COORDINATE THE REQUIRED DOOR UNDERCUTS REQUIRED FOR AIR MOVEMENT PURPOSES (3/4" MAXIMUM). THE 3/4" MAXIMUM IS FROM THE FINISHED FLOOR TO THE BOTTOM OF THE DOOR. "A" LABEL, "B" LABEL AND DOORS (IF REQUIRED) IN SMOKE PARTITIONS SHALL NOT BE UNDERCUT FOR AIR MOVEMENT PURPOSES. 16. ALL HVAC TRADE ITEMS SHALL BE INDEPENDENTLY AND RIGIDLY SUPPORTED FROM STRUCTURE ABOVE (DO NOT SUPPORT FROM ANOTHER TRADE). 17. CONTRACTOR SHALL KEEP ALL ITEMS OF CONSTRUCTION OUT OF ELECTRIC ROOMS, AND SHALL NOT INSTALL ANY ITEM OF CONSTRUCTION OVER THE SPACE ABOVE AN ELECTRICAL PANEL. 18. DO NOT USE SHOT TYPE FASTENERS, USE LAG TYPE. ALL FASTENER TYPES SHALL BE SUBMITTED TO ENGINEER FOR REVIEW. 19. CONTRACTOR SHALL SUBMIT ACCURATE "AS -BUILT" DRAWINGS TO THE OWNER, WITH ALL REVISIONS CLEARLY SHOWN. REVISE ALL FLOOR PLANS, NOTES, DUCTWORK, SCHEDULES, RISERS, ETC. DOUBLE LINE DUCTWORK USING THE SAME QUALITY OF DRAFTING AS ORIGINAL DOCUMENTS. PIPING, DUCTWORK, ETC. MUST BE SHOWN IN ACTUAL LOCATION INSTALLED, NOT SCRATCHED ON DRAWING OR NOT JUST NOTED. "AS -BUILT' DRAWINGS ARE A REQUIREMENT OF THE AHJ, AND JOB WILL BE CONSIDERED FINAL ONLY AFTER RECEIPT BY REVIEW BY THE ENGINEER OF "AS -BUILT" DRAWINGS FOR USE IN PREPARING "AS -BUILT" DRAWINGS WILL BE SUPPLIED BY THE OWNER, AND PAID FOR BY CONTRACTOR. "AS -BUILT" DRAWINGS MUST BE SIGNED (NAME AND TITLE TYPED BELOW SIGNATURE) DATED AND CERTIFIED BY CONTRACTOR AS BEING ACCURATE. DUCTWORK SYMBOL LEGEND ROUND i 90 EL DIE STAMPED — 12,SQUARE A A B /ROUND 4 EL TRANSITION DIE DIE STAMPED 12" A 90 EL 5 GORE A END —7 CAP 17 — UP A B � 90' REDUCING ELBOW �171TI71TITIi DUCTFLEXIBLE DUCT 5 — GORE \�H I--B /} \�v�'1_I 45',60' REDUCING � BIBLE Al AS INDICATED � CONNECTION 45/60 3 — PIECE EL AID B CONCENTRIC T Xt 22.5' OR 39 REDUCER \�\}JI A A AS INDICATED 2— PIECE EL Al:� B 1 p I ECCENTRIC 22.5/30 REDUCER OFFSET 0 ROUND �------1 ----LINED RECTANGULAR (DOUBLE LINE AND SINGLE LINE REPRESENTATIONS) HOT WATER VD VD DUCT HEATING BRANCH TAP OFF MAIN W/45' ENTRY —� COIL COLLAR AND HC MANUAL DAMPER FT FB FLAT TOP, BOTTOM TRANSITION (CONCENTRIC UNLESS ELBOW UP (SUPPLY) OTHERWISE INDICATED) ELBOW DOWN ` (SUPPLY) F_ 5--�� SPUTTER DAMPER 12X6 C 12X6 RECTANGULAR DUCT S.D. (W X D) L S.D. ROUND 4D. SPUTTER DAMPER SD ELBOW W/ DOUBLE THICKNESS CLG. TYPE SUPPLY REGISTER TURNING VANES (TYP. ALL ELBOWS) L� CLG. TYPE RETURN OR EXHAUST REGISTER RADIUS ELBOW R=1 1/2 W MANUAL VOLUME DAMPER (OPPOSED BLADE) V.D. BUILDING CODES TO FOLLOW: A. FLORIDA BUILDING CODE 2014 5TH EDITION (WITH CURRENT REVISIONS AND AMENDMENTS). B. NFPA 101 - 2012 (FLORIDA FIRE PREVENTION CODE 2012 EDITION WITH CURRENT REVISIONS). C. FLORIDA MECHANICAL & PLUMBING CODES 2014 (WITH CURRENT REVISIONS AND AMENDMENTS). D. NFPA 90A - 2012. E. ASTM STANDARDS IN BUILDING CODES. F. U.L. BUILDING STANDARDS FIRE RESISTANCE DIRECTORY BUILDING MATERIALS DIRECTORY G. ALL APPLICABLE CODES WITH LATEST REVISIONS. H. FLORIDA ACCESSIBILITIES CODE FOR BUILDING CONSTRUCTION I. AMERICAN DISABILITIES ACT (CURRENT EDITION). THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY COFAECTIONS `REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN GRDBR TO COMPLY WITH ALL APPLICABLE CODES. HVAC LEGEND & ABBREVIATIONS E EXISTING EF EXHAUST FAN VD MANUAL VOLUME DAMPER (OPPOSED BLADE) SD MANUAL SPUTTER DAMPER BS BIRD SCREEN N/A NOT APPLICABLE EAD OR E/A EXHAUST AIR DUCT SAD OR S/A SUPPLY AIR DUCT RAD OR R/A RETURN AIR DUCT OAD OR O/A OUTSIDE AIR DUCT CFM CUBIC FEET PER MINUTE 0 DIAMETER CONNECT TO EXISTING SECTION A -A CUT ON SHEET A/C-1 & APPEARING ON SHEET A/C-2 = 1 90 ELBOW W/ DOUBLE THICKNESS A 36/8 TURNING VANES 600 CLG. TYPE REGISTER (SEE SCHEDULE), "A" DESIGNATES TYPE, "36/8" DESIGNATES SIZE IN INCHES (36"x18"), "600" INDICATES AIRFLOW IN CFM. I I SIDE WALL REGISTER (SEE SCHEDULE) V VD D BRANCH WITH 45" TAP OFF MAIN (WITH V.D.) r ► j TRANSITION (CONCENTRIC UNLESS OTHERWISE INDICATED) 12/8 ;� 1y6 DUCT SIZE IN INCHES, NET INSIDE CLEAR, FIRST DIMENSION IS SIDE SHOWN, I.E. 12" WIDE BY 8" HIGH 1r---1 __4 OPPOSED BLADE VOLUME DAMPER Tv� VD SD SPUTTER DAMPER PIPE DOWN O PIPE UP O WALL TEMPERATURE SENSOR/SET POINT CONTROLLING HEATING/COOLING COIL BD -VJr-u-v-u BACKDRAFT DAMPER. MD -w_v_vJ.Ja MOTORIZED DUCT DAMPER. MECHANICAL DRAWING LIST: bRflsstuP 51 DRObOT NUIRGS, PA 224 DB10Qfi SIRffT - SIIITf 311 WYS1 PlILM bffl(fl. I'LORIDII 35401 (0)561-820-8088 (f)561-820-8089 WWW.bRflSSfURnnDDROb0T.COM flR 001 7698 flR 94843 a C h P b 60164 0CflRb 6 76 73 flfl 26001461 OJ J L v � L�1 C= L4_ ` V Q L fie! cr__— v 4 � L^ � 4= �I 1 ✓1 SHIM DT: M-01 MECHANICAL - GENERAL NOTES, CODES & LEGENDS I 0 MlCtlflf( OgWfl - Pf 17285 M-02 MECHANICAL - SCHEDULES M-03 MECHANICAL - DETAILS & GENERAL SPECIFICATIONS M-04 MECHANICAL - DETAILS M-05 MECHANICAL - WAREHOUSE VENTILATION - NEW WORK PLAN M-06 MECHANICAL - DUCTWORK AND AIR DISTRIBUTION - NEW WORK PLAN M-07 MECHANICAL - ROOF PLAN - NEW WORK PLAN CARDINAL ENGINEERING ASSOCIATES, INC. PE# 78477 CA# 31555 info@CEAengineers.com *a 540 NW UNIVERSITY BLVD, #206 PORT ST LUCIE T.561.746.6343 FLORIDA, 34986 F.561.746.3602 THESE DRAWINGS ARE NOT VALID FOR ANY PURPOSE WHICH REQUIRES THE ORIGINAL SIGNATURE AND SEAL OF THE ENGINEER UNLESS THE ORIGINAL SIGNATURE AND SEAL ARE AFFIXED. DRAWINGS NOT SIGNED AND SEALED BY THE ENGINEER SHALL NOT BE SUBMITTED TO ANY AUTHORITY OR USED FOR ANY PURPOSE WHERE SIGNED AND SEALED DOCUMENTS ARE REQUIRED. 01 ]Ob #: Dfll DfSICIflfD V: DWf1fD bT: CflfCKfD bY: PfVISIOflS: 0 17-008 9-18-17 MQSflR SflR MG .r SflffT:Of:6 COOLING/HEATING LOAD SUMMARY 1 z 3 PROJECT NAME SEACOAST AC AND SHEET METAL PROJECT ADDRESS FORT PIERCE, FLORIDA ZONE I.D. AHU—CU-1 AHU—CU-2 WEST EAST GROSS A/C FLOOR AREA SQ.FT. 1,626 1,874 OUTSIDE AIR 'FDB/'FWB 91/79 91/79 INDOOR RELATIVE HUMIDITY —SUMMER % 50 50 INDOOR DESIGN 'FDB SUMMER/ 'FWB 75/70 75/70 WINTER DIFFERENCE IN GRAINS WATER/LB. DRY AIR 66 66 GRAND TOTAL HEAT GAIN (COOLING) MBH 54 49 TOTAL SENSIBLE HEAT GAIN (COOLING) MBH 40 37 TOTAL LATENT HEAT GAIN (COOLING) MBH 15 11 GRAND TOTAL HEAT LOSS (HEATING) MBH 19 15 NOTES: O THIS DATA COMPILES WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2014 (5TH EDITION), "ENERGY CONSERVATION" CODE REQUIREMENTS. 0 SIZING METHOD (I.E. LOAD CALCULATIONS) CONSISTENT WITH SECTION C403 CALCULATION PROCEDURES OF THE FLORIDA BUILDING CODE 2014 (5TH EDITION), "ENERGY CONSERVATION" AND THE ASHRAE HANDBOOK OF FUNDAMENTALS. 03 EQUIPMENT SELECTED TO SATISFY CALCULATED LOADS IS CONSISTENT WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2014 (5TH EDITION), "ENERGY CONSERVATION" CODE REQUIREMENTS. O HEAT LOSS (HEATING) AND HEAT GAIN (COOLING) CALCULATIONS INCLUDE CONCURRENT OUTSIDE AIR LOADS. HEAT LOSS VALUE EXCLUDES INTERNAL HEAT GAIN CREDITS. 0 VALUE USTED IS DIFFERENCE BETWEEN VALUE AT PEAK SPACE/ZONE/BLOCK LOAD INDOOR CONDITIONS AND CONCURRENT OUTDOOR CONDITONS. 0 IT IS RECOGNIZED THAT THE SPACE/ZONE/BLGCK LOAD PEAK MAY NOT BE CURRENT NTH SOLAR DESIGN PEAK/EXTERIOR DESIGN CONDITIONS LISTED IN THE ASHRAE HANDBOOK OF FUNDAMENTALS VALUES LISTED HEREIN REFLECT OUTSIDE CONDITIONS EXISTING CONCURRENT TO SPACE/ZONE/BLOCK LOAD PEAK. OUTSIDE AIR COMPLIANCE SCHEDULE - FMC TABLE 403.3 UNIT NO. NET. SQ. FF. NO. PEOPLE OUTSIDE AIR CFM/PERSON OUTSIDE AIR TOTAL OUTSIDE AIR/UNIT (CFM) REMARKS AREA SERVED OR CFM/SQ.FF. REQUIRED MINIMUM PROVIDED 1,500 �3 8 5 O 40 AHU-1 — 0.060 90 138 200 Oi Oz 126 Os — 0.06 O 8 1,400 O 9 5 O 45 AHU-2 — 0.06 Oe 84 157 200 Ot O2 474 e 1 0.0601 28 NOTES: Oi OUTDOOR AIR PROVISIONS FOR VENTILATION TO SATISFY VENTILATION RATE PROCEDURE REQUIREMENTS FOR MINIMUMS FOR ACCEPTABLE INDOOR AIR QUALITY AS REQUIRED BY THE FLORIDA MECHANICAL CODE 2014, 5TH EDITION. IF INSTALLED CONSISTENT WITH THE PERMITTED CONTRACT DOCUMENTS. THERE IS NO STATED OR IMPLIED COMPLIANCE WITH THIS STANDARD OTHER THAN FROM A DESIGN STANDPOINT UNLESS "AS —BUILT' DRAWINGS AND TEST & BALANCE DATA HAVE BEEN SUBMITTED TO AND PROCESSED WITHOUT EXCEPTION BY THE ENGINEER OF RECORD PRIOR TO USE AND/OR A CERTIFICATE OF OCCUPANCY BEING ISSUED. O CONTINGENT UPON PROPER MAINTENANCE, OUTSIDE AIR CO2 CONCENTRATION LESS THAN 400 PPM, NO INTERNAL SPACE USE MODIFICATIONS AND/OR INTRODUCTION OF ANY SINGLE SOURCE POLLUTANT/CONTAMINANTS. O OFFICE SPACE: 5 PEOPLE PER 1,000 SQ.FT., 5 CFM/PERSON + 0.06 CFM PER SQ.FT. O CORRIDORS\STORAGE: 0.06 CFM PER SQ.FT. SPLIT AIR CONDITIONING EQUIPMENT SCHEDULE UNIT NUMBER AHU-1 AHU- AREA SERVED OFFICES OFFICES WEST EAST TOTAL SUPPLY AIR CFM 1,950 1,720 OUTSIDE AIR CFM 200 200 EXTERNAL STATIC PRESSURE (D "HZO 0.5 0.5 FAN MOTOR HP 0.75 0.75 ELEC. CHARACTERISTICS V/p/HZ 208/1/60 208/1/60 c� ? J AMPS F.L.A. 6.8 6.8 0 z = TOTAL COOLING MBH 60.0 60.0 o a x J o SENSIBLE COOLING MBH 45.0 45.0 0 o 0 ENT. AIR TEMP. OF DB/°F WB 80/67 80/67 — J 0 LVG. AIR TEMP. OF DB/°F WB — — COIL FACE VELOCITY FPM — — UNIT MANUFACTURER TRANE TRANE J a MODEL NUMBER TEM6AOC60H41S 1s T56AOC6OH41S w 1s z Ld MINIMUM CIRCUIT AMPACITY W/HEAT AMPS 29 29 WEIGHT LBS. 175 175 UNIT NUMBER CU-1 t6 CU-2 16 LOCATION GROUND GROUND AMBIENT TEMP. °F 95 95 REFRIGERANT R R410A R410A ELEC. CHARACTERISTICS V/O/HZ 208/l/60 208/l/60 t J a Z) w z AMPS MCA 41 41 z 0 (o z MANUFACTURER TRANE TRANE w 0 z MODEL NUMBER 4TTR706OA1 47FR706OAl w WEIGHT LBS. 283 283 O REMARKS 008 10 1 z 10 00000 SYSTEM SEER 16.5 16.5 ELEC. HEAT CAP. KW 5.76 5.76 Z STEPS OF ELEC.HEAT CAP. NO. 1 1 = ELEC. CHAR. V/li/HZ 208/l/60 208/l/60 HEAT REMARKS 1z tz 3 6 11 13 3 6 11 13 REMARKS 15 i6 17 15 16 17 NOTES: O PROVIDE 5 YEAR PARTS AND LABOR WARRANTY ON ALL COMPRESSORS, 1 YR PARTS & LABOR ON ALL OTHER PARTS. O PROVIDE 5 MINUTE TIME DELAY ON CONDENSING UNITS COMPONENTS. O PROVIDE COMPLETE CONTROL SYSTEM ON -OFF -AUTO, HVAC CONTRACTOR PROVIDING AND INSTALLING ALL CONTROLS, CONDUIT, AND WIRING, ETC.0 O PROVIDE STARTERS, RELAYS, TRANSFORMERS, ETC. AS REQUIRED FOR A COMPLETE OPERATING SYSTEM. @ PROVIDE GASKETED SIDE ACCESS FLAT FILTER SECTION, WITH 2" THICK PLEATED MERV 8 FILTERS, PROVIDE SET OF FILTERS IN UNIT AND TWO SPARE SETS OF FILTERS FOR OWNER STOCK. @ SPLIT SYSTEMS - SIZE REFRIGERANT PIPING PER MANUFACTURER'S RECOMMENDATIONS. SIZE LINES AS REQUIRED TO COMPENSATE FOR LINE LOSS WITH MINIMUM CAPACITY REDUCTION. INSTALL REFRIGERANT PIPING ACCESSORIES (SIGHT GLASS, FILTER DRYER, SERVICE VALVES, EXPANSION VALVE, SOLENOID VALVE, ETC.). Oi INCLUDES AIR DISTRIBUTION SYSTEM ONLY. O MOUNT CONDENSING UNIT ON ISOMODE VIBRATION PADS, ANCHOR UNIT TO CONCRETE PAD AS REQUIRED BY SUPPORT DETAIL. Os ALUMINUM TUBE, ALUMINUM FIN CONDENSER COIL. o ALUMINUM TUBE ALUMINUM FIN EVAPORATOR COOLING COIL. t i WITH MAL STARTER WITH AUXILIARY CONTACTS, AND CONTROLS (SEE CONTROL DRAWING). 12 FACTORY HEAT MODEL NO:BAYEVAC05++1. 13 TRANE DX CONDENSING UNIT WITH "CLIMATUFF" 2-STAGE COMPRESSOR. 14 COMPLETE CONDENSING UNIT (CASING, COIL, ETC.) WITH "BLYGOLD" CORROSION COATING. 15 AIR HANDLING UNIT COIL WITH FACTORY CORROSION COATING. 6 TRANE DRAW THROUGH VARIABLE SPEED AIR HANDLING UNIT (STAND MOUNTED), CONVERTIBLE AIR HANDLER, WITH INSULATED PAINTED METAL CABINET AND ACCESS DOORS IN THE FAN AND FILTER MODULES. FAN SHALL BE VARIABLE SPEED ECM INTERNALLY ISOLATED WITH FACTORY INSTALLED DAMPENING, AND RUST -PROOF DRAIN PAN. 5 WITH HONEYWELL VISION PRO 8000 SERIES WALL 2-STAGE COOLING CONTROLLER WITH TEMPERATURE AND HUMIDITY CONTROL. FAN SCHEDULE UNIT NUMBER EF-1,2,3,4 AREA SERVED WAREHOUSE VENTILATION LOCATION WALL DUTY EXHAUST FAN TYPE SIDEWALL PROPELLER DRIVE BELT/DIRECT BELT FAN SPEED RPM 805 AIR QUANTITY CFM 14,625 TOTAL STATIC PRESSURE Os "H20 0.5 10 WALL OPENING REQUIRED IN 50.5%50.5" FAN MOTOR HP/BHP 3.0/2.61 ELECTRICAL CHARACTERISTICS V/fir/HZ 208/3/60 MANUFACTURER GREENHECK MODEL NUMBER SBCE-3H48-30 WEIGHT LBS 330 REMARKS 2 3 4 5 6 8 9 12 NOTES: COMBINATION DISCONNECT SWITCH/STARTER, SUPPLIED BY ELECTRICAL CONTRACTOR, COORDINATED BY VENTILATION CONTRACTOR. z0 PROVIDE PREMIUM EFFICIENCY VFD RATED (WITHOUT SHAFT GROUNDING PROTECTION), (OR APPROVED EQUAL) ODP ELECTRIC MOTOR, WITH THERMAL OVERLOADS. O CAST ALUMINUM BLADE CONSTRUCTION, ENTIRE FAN ASSEMBLY HOUSING AND ACCESSORIES SHALL HAVE FACTORY "HI -PRO" POLYESTER COATING - DARK GRAY, SERVICE SWITCH NEMA 413 FIELD MOUNTED, UL-705, WITH OPTIONAL ALL STAINLESS STEEL FASTENERS AND HARDWARE. O ESTIMATED STATIC, BALANCE AGAINST ACTUAL SYSTEM RESISTANCE. WEIGHT OF FAN (WITH ACCESSORIES). O HANG FROM STRUCTURE ABOVE (ADD UNISTRUT 304 STAINLESS STEEL ATTACHED TO JOISTS), WITH GALVANIZED ALL THREAD RODS AS REQUIRED. O SUBMIT COMPLETE POWER AND CONTROL WIRING DIAGRAMS. WITH SEQUENCE OF OPERATION, SAFETIES, RELAYS, ETC., FOR REVIEW AND COORDINATION. O WITH GREENHECK FACTORY LONG WALL HOUSING WITH FLUSH EXTERIOR ADD MOTORSIDE OSHA GUARD. Os WITH GREENHECK LOUVER MODEL ESD-635D WITH MIAMI-DADE NOA CERTIFICATE OF QUALIFICATION AND AMCA RATINGS 500, 540 AND 550 OR EQUAL (MATCH ARCHITECTURAL INTAKE LOUVERS), WITH VCD-23 LOUVER AND 208V MOTORIZED DAMPER WITH 115VAC TRANSFORMER AND END SWITCH, FIELD MOUNTED IN WALL SLEEVE. 10 WITH ADJUSTABLE PULLEY AND 1.5 TIMES THE MINIMUM NUMBER OF BELTS, CLOSURE ANGLES, AND BEARINGS WITH GREASE FITTINGS AND EXTENDED LUBE LINES, NEMA 413 SWITCH JUNCTION BOX MOUNTED. tt FAN SHALL RUN CONTINUOUSLY, PROVIDE DDC CONTROLS AND TIE INTO BUILDING MANAGEMENT SYSTEM. AIR DISTRIBUTION PRODUCTS SCHEDULE MARK SERVICE DESCRIPTION TITUS NO. REMARKS O O CEILING SUPPLY ADJUSTABLE BLADE, 4-WAY MDC-AA 00004 sO CEILING SUPPLY ADJUSTABLE BLADE, 3-WAY MDC-AA Oi Oz OO6 O CEILING EXHAUST FIXED BLADE 3FL 002 03 O6 O CEILING RETURN FIXED BLADE 3FL Oi Oz OO AIR DISTRIBUTION PRODUCTS SCHEDULE REMARKS: O WITH ALL ALUMINUM INTEGRATED OPPOSED BLADE VOLUME DAMPER. O ADAPT FROM NOMINAL NECK SIZE TO DUCT SIZE SHOWN ON FLOOR PLANS. O FINISH: FACTORY ELECTROSTATIC APPLIED ENAMEL COATING, COLOR WHITE. O 24"x24" MODULE WITH BORDER TYPE 3 FOR INSTALLATION INTO LAY -IN CEILING GRID. O FOR NOMINAL NECK SIZE, SEE FLOOR PLANS. O WITH TYPE 1 BORDER SURFACE MOUNT. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS TIMT . MAYBE NECESSARY IN ORDER TO C01111TY WITH ALL APPIXABLE CG`DES. ENERGY RECOVERY VENTILATOR EQUIPMENT SCHEDULE UNIT NUMBER RE V-1 ERV_2 AREA SERVED AHU/CU-1 AHU/CU-2 SYSTEM SYSTEM LOCATION ABOVE ABOVE CEILING CEILING EXHAUST AIR CFM ® 0.1"W.G. 200 200 OUTSIDE AIR CFM 200 200 POWER WATTS 157 157 ELEC. CHARACTERISTICS V/O/HZ 120/1/60 120/l/60 AMPS F.L.A. 1.5 1.5 EFFICIENCY ® SUMMER DESIGN 52% 52% UNIT MANUFACTURER SOLER—PALAU SOLER—PALAU MODEL NUMBER TR200 TR200 WEIGHT LBS. 70 70 FILTER MERV 8 MERV 8 FILTER SIZE lOYz"x21Y4"xi" 1OY2"x2l*"xl" REMARKS O THRU O 0 THRU O NOTES: O FRESH AIR CONNECTED TO RETURN AIR PLENUM TO AIR HANDLING UNIT. O PROVIDE SERVICE CLEARANCE AND ACCESS TO FILTERS. O PROVIDE TWO SETS OF SPARE FILTERS. O INTERLOCK FANS WITH MOTORIZED DAMPERS, ALL DAMPERS SHALL SHUT IF UNIT IS OFF FOR ANY REASON. s0 SUBMIT COMPLETE CONTROL DIAGRAM, WITH OPERATING SEQUENCE, SAFETIES, WIRING, ETC., FOR REVIEW AND COORDINATION. O MAKE ALL CONNECTIONS TO UNIT WITH FLEXIBLE CONNECTORS. O INTERLOCKED WITH AHU. FAN STARTS WHEN AHU STARTS, AND SHUTS OF WHEN AHU IS SHUT OFF OR WHEN SYSTEM IS IN UNOCCUPIED MODE. O6 WITH BACKDRAFT DAMPER, AND SPEED CONTROL. CARDINAL ENGINEERING ASSOCIATES, INC. PE# 78477 CA# 31555 info@CEAengineers.com 540 NW UNIVERSITY BLVD, #206 PORT ST LUCIE T.561.746.6343 FLORIDA, 34986 F.561.746.3602 THESE DRAWINGS ARE NOT VALID FOR ANY PURPOSE WHICH REQUIRES THE ORIGINAL SIGNATURE AND SEAL OF THE ENGINEER UNLESS THE ORIGINAL SIGNATURE AND SEAL ARE AFFIXED. DRAWINGS NOT SIGNED AND SEALED BY THE ENGINEER SHALL NOT BE SUBMITTED TO ANY AUTHORITY OR USED FOR ANY PURPOSE WHERE SIGNED AND SEALED DOCUMENTS ARE REQUIRED. I 1 � bPflssfUP d DPObOI flRC111TfQS, P.fl. 224 DRTIIRB STPHT - AIlt 311 WEST PBLM SfflCfl, fIORIDII 35401 (0)561-820-8088 (0561-820-8089 WWW.5RflSSPORfldDDP050T.00M flR 001 7698 flR 94845 11CAP5 601 64 11CBR5 6 7675 fill 46001461 v Z_ O -, C= �- cy J 0 �! q a CD C W � ✓1 L v � L�J ✓l � S 0 Sffl[fD DT: ® MlCflflfL (Rflnflffl - Pt 17285 \CH EL a i a e O� eea ��isssefeslAA A )OD #: 17-008 Aff: 9-18-17 DfSICInfD 5Y: MQ0 MfffD 6Y: SflR CflfCKfD DT: MG RfVISIOnS: A-02 S\ f� MECHANICAL GENERAL SPECIFICATIONS: 1. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FROM DRAWINGS, BUT FIT WORK TO ACTUAL CONDITIONS AND SPACE REQUIREMENTS. 2. DRAWINGS ARE NOT INTENDED TO SHOW EVERY DETAIL OF WORK REQUIRED. CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS AS REQUIRED FOR A COMPLETE AND ACCEPTABLE WORKING SYSTEM. 3. ALL WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETE SYSTEM SHALL BE FULLY AND PROPERLY OPERATIVE, AND IN COMPLIANCE WITH APPLICABLE CODES AND GOVERNING AUTHORITIES, AND SUBJECT TO ACCEPTANCE BY OWNER/ENGINEER. 4. THE MECHANICAL CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, FEES, INSPECTIONS, AND TESTS. 5. THE MECHANICAL CONTRACTOR SHALL VISIT JOB SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH CONDITIONS PRIOR TO SUBMITTING BID. 6. THE MECHANICAL CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES TO AVOID INTERFERENCE DURING CONSTRUCTION. 7. ALL REQUIRED INSURANCES SHALL BE PROVIDED AND MAINTAINED BY THE CONTRACTOR FOR THE PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE, AND OTHER INSURANCES REQUIRED BY THE OWNER, FOR THE DURATION OF THE WORK. 8. ALL MATERIALS AND WORK SHALL BE IN STRICT COMPLIANCE WITH APPLICABLE STATE AND LOCAL CODES, RULES, AND ORDINANCES. SUBMIT SHOP DRAWINGS FOR ALL NEW EQUIPMENT, MATERIALS, DUCTWORK, INSULATION, AND AIR DISTRIBUTION DEVICES. 9. ALL MATERIALS SHALL BE NEW AND SHALL BEAR UNDERWRITER'S LABEL WHERE APPLICABLE. 10. ALL DUCT DIMENSIONS SHOWN ARE NET INSIDE CLEAR IN INCHES. 11. THE MECHANICAL CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE UNLESS OTHERWISE NOTED. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED BY CONTRACTOR WITHOUT ADDITIONAL CHARGE, AND SHALL INCLUDE REPLACEMENT AND REPAIRS OF ANY OTHER TRADE WHICH MAY HAVE BEEN DAMAGED. 12. ALL DAMPERS, CONTROLS, FILTERS, AND EQUIPMENT REQUIRING SERVICE SHALL BE READILY ACCESSIBLE. 13. THE CONDENSATE DRAIN PIPING SHALL BE DWV PVC, WITH 1/2" THICK ARMAFLEX INSULATION INTERIOR TO BUILDING. 14. REFRIGERANT PIPING SHALL BE TYPE "ACR" HARD COPPER WITH WROUGHT COPPER FITTINGS PURGED WITH NITROGEN AND SOLDERED WITH SILVER SOLDER OR "SILFOS" JOINTS. PRESSURE TEST HIGH SIDE PIPING TO 300 PSIG AND LOW SIDE PIPING TO 150 PSIG. EVACUATE SYSTEM TO 500 MICRONS - VACUUM HOLD FOR 24 HOURS AND BREAK VACUUM WITH REFRIGERANT. INSULATE SUCTION PIPING WITH 1" THICK ARMAFLEX 25/50 PIPE INSULATION 15. FLEXIBLE DUCTWORK SHALL BE U.L. NO. 181 LISTED RATED AT 6"WG WITH SAME INSULATION AS SUPPLY AIR DUCTS, EQUAL TO FLEXMASTER TL-M, (ALUMINUM INNER CORE). FLEXIBLE DUCT SHALL BE FOR TERMINATION AT THE REGISTER ONLY NOT TO EXCEED 6'-0" IN LENGTH. 16. ALL LOW PRESSURE SUPPLY AND RETURN AIR DUCTWORK SHALL BE R=8.0 MINIMUM FIBERGLASS DUCT BOARD WITH INTERIOR LINED PERMACOAT COATING (JOHNS MANVILLE SUPERDUCTO RC OR EQUAL) WITH REINFORCED SEAMS WITH STAPLES AND PRESSURE TAPE. FABRICATED FROM IN COMPLIANCE WITH SMACNA LOW PRESSURE DUCT STANDARDS ADDITIONALLY SEALED WITH HIGH PRESSURE DUCT MASTIC AND FABRIC. 17. ALL EXHAUST AIR (E/A) AND OUTDOOR AIR (0/A) DUCTWORK SHALL BE GALVANIZED SHEET METAL, SEALED WITH HIGH PRESSURE DUCT MASTIC. 18. ALL EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SEAL ALL DUCTWORK AIRTIGHT WITH DUCT TAPE AND HIGH PRESSURE DUCT SEALER. ALL DUCTWORK SHALL BE FABRICATED AND INSTALLED PER SMACNA STANDARDS. 19. CONTRACTOR SHALL MODIFY AND REWORK SYSTEMS AND DUCTWORK AND SIZES AS REQUIRED TO FIT ACTUAL SPACE CONDITIONS, SUBMIT SHOP DRAWINGS FOR COORDINATION AND PERMIT. 20. SMOKE CONTROL: PASSIVE SMOKE DETECTORS ARE INSTALLED IN THE MAIN SUPPLY DUCTS OF EACH SYSTEM. COMBINATION FIRE/SMOKE DAMPERS (IF REQUIRED) ARE INSTALLED AS SHOWN ON DRAWINGS. DAMPERS ARE AUTOMATICALLY RESETABLE, DE -ENERGIZED CLOSED. WHEN ANY DUCT DETECTOR ACTIVATES, THE BUILDING FIRE ALARM IS ACTIVATED. THE MECHANICAL CONTRACTOR SHALL VERIFY OPERATION OF ALL AIR HANDLING UNITS AND FANS PRIOR TO FINAL INSPECTION. A. UPON BUILDING FIRE ALARM BEING ACTIVATED FROM AN AUTOMATIC DEVICE (I.E. SMOKE DETECTOR OR FLOW B. SWITCH), THE FOLLOWING WILL OCCUR: a. ALL UNITS AND FANS SHALL SHUT OFF. b. ALL ASSOCIATED FIRE/SMOKE DAMPERS SHALL CLOSE. C. UPON RESTORATION OF THE FIRE ALARM SYSTEM TO NORMAL, THE FOLLOWING SHALL OCCUR: c. ALL ASSOCIATED DAMPERS SHALL OPEN. d. ALL UNITS AND FANS SHALL START. ALSO, IF UNITS OR FANS ARE OFF FOR, ANY REASON, INCLUDING OPENING OF e. THE LOCAL POWER DISCONNECT SWITCH, ALL ASSOCIATED FIRE/SMOKE DAMPERS SHALL CLOSE. 21. PROVIDE TEST AN BALANCE OF ALL SYSTEMS. INCLUDE TEST AND BALANCE REPORT OF TOTAL CAPACITY OF HVAC SYSTEMS. LIST MOTORS, AMPS, COIL, FILTER, AND EXTERNAL AIR PRESSURES, AND AIR QUANTITIES ( TOTALS FOR EACH PIECE OF EQUIPMENT, AND INDIVIDUALLY AT EACH AIR DISTRIBUTION DEVICE ), AND NAME PLATE DATA IN ACCORDANCE WITH LATEST EDITION OF ASHRAE HANDBOOK. ALL AIR SYSTEMS SHALL BE BALANCED TO WITHIN 5% OF THE VALUES SHOWN, AND ALL ROOMS SHALL BE BALANCED TO RELATIVE PRESSURE SHOWN. A COPY OF THE FINAL TEST AND BALANCE REPORT SHALL BE SUBMITTED BY THE CONTRACTOR THROUGH THE ARCHITECT TO THE ENGINEER PRIOR TO FINAL INSPECTION, AND A COPY SHALL BE AVAILABLE AT THE FINAL INSPECTION. 22. THE TEST AND BALANCE WORK SHALL BE COORDINATED AND PAID FOR BY THE GENERAL CONTRACTOR. T. 0 al 0 Nr- NO rl FLEXIBLE DUCT HANGER STRAPS: 1Y2"x 22 GAUGE, INSULATED, MAXIMUM 4 SUPPORTED FROM STRUCTURE ABOVE, FEET, UNLESS OTHERWISE INDICATED, NO NOT SAG OR KINK ROUND 'SNAPLOCK" SHEET METAL FOR RUN -OUTS GREATER THAN 4', WITH 2" WRAP INSULATION. AN APPROVED EQUAL IS "SPIRO-PIPE" TAPE AND MASTIC OUTER JACKET (TYPICAL) MINIMUM RADIUS EQUAL TO THE FLEX DUCT DIAMETER MAXIMUM VERTICAL DUCT RUN I_ WRAP INSULATION W/ VAPOR BARRIER (TYP.) ABOVE THE CEILING DIFFUSERS STRAP SUPPORTS (11/2" WIDE x 22 GAUGE) TO PREVENT SAGS AND KINKS IN FLEX BAND CLAMP AND THREE SHEET METAL SCREWS THROUGH HELIX OF FLEXIBLE NOTE 3 NOTE 13 CEILING REGISTER WITH RADIATION FIRE DAMPER, SEE DETAILS 1. DUCTS SHALL BE FABRICATED & INSTALLED PER THE LATEST EDITION OF SMACNA, AND THE ENERGY CODE. 2. ALTERNATE INTERPRETATIONS OF SMACNA DUCT MATERIAL, HANGERS AND REINFORCEMENTS ARE SUBJECT TO ENGINEER APPROVAL, AND REQUIRE SEPARATE SUBMITTAL OF THE ALTERNATES. 3. FLEXIBLE DUCT CONNECTORS MAY BE PROVIDED WHERE INDICATED. IF SPACE CONDITIONS PERMIT, OTHERWISE USE RIGID DUCT. 4. ELBOWS SHALL BE SQUARE NECK (SAME IN OUT DIMENSION) WITH 2" DOUBLE THICKNESS TURNING VANES. 5. OFFSETS SHALL NOT REDUCE THE FREE AREA, AND SHALL NOT EXCEED 30'. A RADIUS HEEL SHALL BE PROVIDED ON 39 OFFSETS. SMALLER OFFSETS SHALL BE MITERED AT BOTH THE HEEL & THROAT. 6. TRANSITIONS SHALL NOT EXCEED 1:3 RATIO (4" TRANSITION PER FOOT SINGLE SIDED TRANSITION, AND 8" PER FOOT DOUBLE SIDED TRANSITION). 7. INSULATION SHALL BE NFPA 90 APPROVED. B. RECTANGULAR BRANCH CONNECTIONS SHALL BE 45' ENTRY TYPE PER SMACNA FIGURE 2-10, 9. ROUND DUCT CONNECTIONS SHALL BE WITH "METAL MANUFACTURING COMPANY' MSI-6 SPIN -IN FITTINGS, WITH 90' SCOOP, DAMPER AND HANDLE OR APPROVED EQUAL. MARK LOCATIONS OF HANDLES. 10. FLEXIBLE DUCT: SEE SPECIFICATIONS. 11. ALL TAPE SHALL BE FASSON 0810 SMACNA APPROVED. 12. SEAL ALL SUPPLY, RETURN & OUTSIDE AIR DUCTS AIR TIGHT. 13. SEAL INSULATION AIR TIGHT WITH DUCT TAPE (TYPICAL THROUGHOUT JOB). 14. NO FIBEROUS MATERIAL (INSULATION) SHALL BE PERMITTED INSIDE DUCTWORK. ALL DUCTWORK SHALL BE METAL WITH EXTERNAL INSULATION (INCLUDING FLEXIBLE DUCT). MAIN AND BRANCH DUCT DETAIL N.T.S. --� BRANCH FLEX DUCT BRANCH DUCT VD (SYMBOL VD f-+r- E! S/A MAIN DUCT (SYMBOL) MAIN DUCT NOTES: OAIR COOLED CONDENSING UNIT 2 FLEXIBLE CONNECTION 3 SUCTION LINE 50 4U CHARGING VALVE OSIZE PER MANUFACTURER'S RECOMMENDATIONS. OLIQUID LINE O 70 DRIER 8� GLOBE VALVE ODISTRIBUTOR 10 AIR HANDLING UNIT 11 DX COIL 12 THERMAL EXPANSION VALVE W/ EXTERNAL EQUALIZER 13 DOUBLE PORT SIGHT GLASS 14 SOLENOID VALVE 15 PROVIDE SUCTION LINE ACCUMULATOR 16 MODIFY AS REQUIRED BY AHU/CU MANUFACTURER. TYPICAL REFRIGERANT PIPING DIAGRAM N.T.S, PIPING SYSTEM SUPPORT (TYPICAL) PIPING THROUGH WALL, IN SCH. 40 PVC SLEEVE, SEAL AIR TIGHT WITH 2 PART POLYSULFIDE SEALANT. SEAL SPACE AROUND PIPE AND SLEEVES WEATHER TIGHT WITH 2-PART POLYSULFIDE SEALANT. NOTE: SECURE REFRIGERANT PIPING EVERY 4 FEET, VERTICAL AND HORIZONTAL) AND AT UNIT AND EACH CHANGE OF DIRECTION WITH STAINLESS STEEL UNISTRUT PIPE CLAMP SYSTEM. DO NOT CUT INSULATION USE CLAMP ON OUTSIDE OF INSULATION WITH INSULATION WITH SHIELD. BUILDING WALL SCHEDULE 40 PVC SLEEVE FOR EACH REFRIGERANT LINE WITH LONG SWEEP ELBOWS SUPPORT (TYPICAL) REFRIGERANT LINES 12" MIN. SECURE UNIT TO CONCRETE PAD WITH 3/8"0 EXPANSION BOLTS AND NEOPRENE PADS AT MOUNTING POINTS. AIR-COOLED CONDENSING UNIT (SEE EQUIPMENT SCHEDULE) 6" HIGH CONCRETE HOUSEKEEPING PAD, SEE ARCHITECTURAL DRAWINGS, 6" BEYOND UNIT IN ALL DIRECTIONS AND TO BUILDING WALL CONDENSING UNIT INSTALLATION DETAIL N.T.S. 3 71 1 2 5 3"MIN. AHU 1 V2"MIN. ALL AROUND CD r, _-d*- TMIN. L�_; SLOPE 1/4"/FF.4 s 6 7 NOTES: Oi CONDENSATE DRAIN PIPING BY PLUMBING CONTRACTOR. Oz CONDENSATE DRAINS FROM A/C UNITS SHALL BE ADEQUATELY INSULATED IN ATTICS AND CRAWL SPACES AND WHEREVER DAMAGE TO PROPERTY OR EQUIPMENT MAY RESULT FROM SWEATING. O3 UNION (TYPICAL).Oi O FLOAT SWITCH WHEN USED INSTEAD OF OR IN ADDITION TO AUX. DRAIN LINE SHALL BE WIRED TO SHUT DOWN THE AIR CONDITIONING SYSTEM WHEN THE FLOW SWITCH OPENS. ALL ITEMS AND INSTALLATION BY AIR CONDITIONING CONTRACTOR. O CONDENSATE DRAIN, SEE PLAN FOR SIZES. O P-TRAP (3" MIN. WATER SEAL). O FLOAT SWITCH INTERLOCK WITH A/C UNIT. O AUXILIARY DRAIN PAN MIN. 24 GA., GALV. STEEL, WATER TIGHT. Os 3/4"0 REMOVABLE THREADED PLUG OR DRAIN COCK. o MATERIALS AND INSTALLATION TO BE AS INDICATED AND PER AUTHORITY. HAVING JURISDICTION. >> REMOVABLE VENTED CAP. (D _ TYPICAL AIR HANDLING UNIT DRAIN PAN & CONDENSATE TRAP DETAIL N.T.S. THME PLATS AND ALL PROPOSED WOW ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDZ'R TO COMPLY WITH ALL APPUCABLE CCA)ES, CARDINAL ENGINEERING ASSOCIATES, INC. PE# 78477 CA# 31555 info@CEAengineers.com 540 NW UNIVERSITY BLVD, #206 PORT ST LUCIE T.561.746.6343 FLORIDA, 34986 F.561.746.3602 THESE DRAWINGS ARE NOT VALID FOR ANY PURPOSE WHICH REQUIRES THE ORIGINAL SIGNATURE AND SEAL OF THE ENGINEER UNLESS THE ORIGINAL SIGNATURE AND SEAL ARE AFFIXED. DRAWINGS NOT SIGNED ANDS EALED BY THE ENGINEER SHALL NOT BE SUBMITTED TO ANY AUTHORITY OR USED FOR ANY PURPOSE WHERE SIGNED AND SEALED DOCUMENTS ARE REQUIRED. bPflsstuP N DPObOT flQUINCTS, PA 444 DflTUR8STPUT-SU17f.ill WEST PflLM 6fflCfl, ftORIDfl 33401 (0)561-820-8088 (f)561-840-8089 WWW.ISRflSSfURflIlDDR0601.00M flR 001 7698 fQ 94843 I1CflRb 60764 d(BRb 67675 flfl 26001461 v Q J L v � 4-1 ✓1 Q �/v V ` k/1 O L 1r1 SffllfD 5Y: IN MIUM Ofilll ifl - Pf 17285 )05 #: 17-008 Dflif: Ti 8-17 DfSIGflfD 5Y: MCI,SflR DPflfifD DY: SflR Cflf(KfD 5Y: MG PfVISIOdS: h-05 SflffT: Of:6 THROUGH PENETRANTS: A. STEEL PIPE: NOMINAL 10'0 (OR SMALLER), SCHEDULE 10 (OR HEAVIER) STEEL PIPE B. CONDUIT: NOMINAL 4"0 (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING OR STEEL CONDUIT. C. COPPER TUBING: NOMINAL 4"0 (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING. D. COPPER PIPE NOMINAL 4.0 (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. FIRE RATED CONCRETE FLOOR SLAB OR MASONARY WALL FILL, VOID OR CAVITY MATERIAL OR SEALANT (BEARING THE U.L. CLASSIFICATION MARKING): HILTI CONSTRUCTION CHEMICALS, INC. FS-ONE SEALANT. e" o' ,a p•a av MINIMUM THICK W MINERAL WOOL PACKING. ANNULAR SPACE: 0"- MAX 1-1/4' CONSULT CURRENT UNDERWRITERS LABORATORIES •FIRE RESISTANCE DIRECTORY• FOR DETAILS UL SYSTEMS GAJ-1149 F RATING - 2 HR T RATING -0 HR THROUGH PENETRATION FIRESTOP SYSTEM N.T.S. THROUGH PENETRANTS: A. STEEL PIPE: NOMINAL 30"0 (OR SMALLER), SCHEDULE 10 (OR HEAVIER) STEEL PIPE B. CONDUIT: NOMINAL 4"0 (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING OR STEEL CONDUIT. C. COPPER TUBING: NOMINAL 6"0 (OR SMALLER) TYPE (OR HEAVIER) COPPER TUBING. D. COPPER PIPE: NOMINAL 6"0 (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. i OR 2 HOUR GYPSUM WALLBOARD ASSEMBLY ANNULAR SPACE: MIN. 0" TO MAX 2.114" FILL, VOID OR CAVITY MATERIAL OR SEALANT (BEARING THE Ul. CLASSIFICATION MARKING): HILTI CONSTRUCTION CHEMICALS, INC. FS4)NE SEALANT. 5/6' THICK FOR 1 HR. 1-1W THICK FOR 2 HR. CONSULT CURRENT UNDERWRfERS LABORATORIES 'FIRE RESISTANCE DIRECTORY' FOR DETAILS UL SYSTEM W-L-1054 F RATING - 1 AND 2 HR T RATING-0 HR THROUGH PENETRATION FIRESTOP SYSTEM N.T.S. FIRE STOPPING REQUIREMENT THROUGH PENETRANTS. A. STEEL PIPE: NOMINAL 12"0 (OR SMALLER), SCHEDULE 40 (OR HEAVIER) STEEL PIPE. PITTSBURGH CORNING CORP. 'FOAMGLASS^ CELLULAR B. COPPER TUBING: NOMINAL 6'0 (OR SMALLER) TYPE INSULATION THROUGH WALL L (OR HEAVIER) COPPER TUBING. OR FLOOR. C. COPPER PIPE: NOMINAL 6"0 (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. FILL, VOID OR CAVITY MATERIAL OR SEALANT (BEARING THE U.L. CLASSIFICATION MARKING): HILTI CONSTRUCTION CHEMICALS, INC. FS-0NE SEALANT. MINIMUM 12' LONG METAL JACKET 0.010" THICK STEEL OR ALUMINUM SECURED WITH 1/2' WIDE SST BANDS. ov. .ye 4 .Q p. 4 v v D' v•v. °Q FIRE RATED CONCRETE FLOOR SLAB OR SCHEDULE 40 STEEL MASONARYWALL SLEEVE 3' THICK 4 PCF MINERAL WOOL. CONSULT CURRENT UNDERWRITERS LABORATORIES "FIRE RESISTANCE DIRECTORY" FOR DETAILS UL SYSTEM GAJ-5069 F RATING - 2 HR T RATING - 0 HR THROUGH PENETRATION FIRESTOP SYSTEM N.T.S. THROUGH PENETRANTS: A. STEEL PIPE: NOMINAL 12"0 (OR SMALLER), SCHEDULE 40 (OR HEAVIER) STEEL PIPE S. COPPER TUBING: NOMINAL 6"0 (Oft SMALLER) TYPE L (OR HEAVIER) COPPER TUBING. C. COPPER PIPE NOMINAL 6'0 (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE PITTSBURGH CORNING O 'FOAMGLASS' CELLULAR INSULA THROUGH W MINIMUM 12' LONG METAL JACKET 0.01, STEEL OR ALUMINUM SECURED WITH 1 SST 1 OR 2 HOUR GYPSUM WALLBOARD ASSEMBLY PACKING - MINERAL WOOL 4 PCF ------lil •• I _ - ■ ✓OID OR CAVITY MATERIAL OR NNT (BEARING THE U.L. SIFICATION MARKING): HILTI iTRUCTION CHEMICALS, INC. IE SEALANT. 5/6" THICK FOR 1 4/4" THICK FOR 2 HR, 40 STEEL SLEEVE CONSULT CURRENT UNDERWRITERS LABORATORIES "FIRE RESISTANCE DIRECTORY' FOR DETAILS UL SYSTEM W-L-5046 F RATING • 1 AND 2 HR T RATING - 0 AND 1 HR THROUGH PENETRATION FIRESTOP SYSTEM N.T.S. PENETRATIONS THROUGH RATED WALLS AND FLOORS SHALL BE SEALED WITH A MATERIAL CAPABLE OF PREVENTING THE PASSAGE OF FLAMES AND HOT GASSES WHEN SUBJECTED TO THE REQUIREMENTS OF THE TEST STANDARD SPECIFIC FOR FIRE STOPS ASTM E-814/UL 1479. ONLY FIRESTOP SYSTEMS AND MATERIALS MANUFACTURED BY HILTI CONSTRUCTION CHEMICALS, INC. SHALL BE USED. 0/A S/A R/A VD MECHANICAL ROOM (� 85 4 8 AHU Q 8 3 z s 10 FLOOR 4 B Oi MOUNT ON ISOMODE VIBRATION PADS, BOLT TO SUPPORT FRAME. Oz PRE —FILTER SECTION, MERV 8, WITH HINGED AND GASKETED ACCESS DOOR, INSTALLED FOR EASY FILTER REPLACEMENT (MODIFY AS REQUIRED). O ALUMINUM FRAME, WITH 4" SQUARE X 1/8" THICK WELDED ALUMINUM FOOT PADS, BOLT TO FLOOR. O FLEXIBLE CONNECTOR. O TRANSITION. Os GALVANIZED STEEL RETURN PLENUM, EXTERNALLY INSULATE (SAME AS R/A). O SEE FLOOR PLANS FOR LOCATIONS OF ALL SYSTEM COMPONENTS. O MAINTAIN MINIMUM CLEARANCES ALL AROUND UNIT AND ALL SYSTEMS TO WALLS SO THAT WALLS IN ALL MECHANICAL CLOSETS CAN BE CONSTRUCTED AND SEALED AS REQUIRED BY FBC—M CHAPTER 6 SECTION 603.9, TYPICAL THROUGHOUT JOB. Os AUXILIARY DRAIN PAN IN COMPLIANCE WITH FBC—M CHAPTER 3 SECTION 307.2.1. PAN SHALL BE WATERPROOF AND SHALL BE NOT LESS THAN 3" LARGER THAN UNIT OR COIL, WITH 1.5" HIGH SIDES MINIMUM, CONSTRUCTED IN COMPLIANCE WITH FBC—M 307.2.3.1. 10 FLOAT SWITCH WIRED INTO UNIT CONTROL SYSTEM, SHALL SHUT OFF ALL EQUIPMENT PRIOR TO THE OVERFLOW OF THE AUXILIARY DRAIN PAN IN COMPLIANCE WITH FBC—M SECTION 307.2.3.3 11 ALL DUCT AND EQUIPMENT CONNECTIONS SHALL COMPLY WITH SMACNA STANDARDS. AIR HANDLING UNIT SCHEMATIC DETAIL N.T.S. bRflSSfUR l�J DRObOT flRUINCTS, PA 444 DflTURfl STRffT - SUITf 311 WEST PflLM 6fflCfl, fLORIDfl 3340 (0)561-820-8088 (f)561-820-8089 WWW.6RflSSfURflflDDP060T.(0h flR 001 7698 flR 94845 dC&Pb 601 64 PCBRb 67675 flfl 26001461 O L� 4— Tv J F_ Lon O v 4—i SffllfD SY: ® MlCflflfI OfilflTfl PE 17285 0 J 4— a )Ob #: 17-00 Dfil 9-1 &1 DfS100 5Y: Mc,Sf DRflfTfD SY: Sf CII UM ST: M THESE PLANS AND ALL PROPOSED WOr"#( ARE SUBJECT TO ANY CORRECTIONS `REQUIRED BY FIELD INSPECTORS THAT . lvlAY BE NECESSARY IN OAD21`1 TO COMPLY WITH ALL APPLICABLE CODE& CARDINAL ENGINEERING ASSOCIATES, INC. PE# 78477 CA# 31555 info@CEAengineers.com 540 NW UNIVERSITY BLVD, #206 PORT ST LUCIE T.561.746.6343 FLORIDA, 34986 F.561.746.3602 THESE DRAWINGS ARE NOT VALID FOR ANY PURPOSE WHICH REQUIRES THE ORIGINAL SIGNATURE AND SEAL OF THE ENGINEER UNLESS THE ORIGINAL SIGNATURE AND SEAL ARE AFFIXED. DRAWINGS NOT SIGNED AND SEALED BY THE ENGINEER SHALL NOT BE SUBMITTED TO ANY AUTHORITY OR USED FOR ANY PURPOSE WHERE SIGNED AND SEALED DOCUMENTS ARE REQUIRED. RfVISIOnS: AM: Of: 6