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CONSTRUCTION PLANS
LOCATION MAP N.T.S. VICINITY MAP N.T.S. I W. F. McCAIN & ASSOCIATES, INC. I REVISIONS OCEAN TOWERS BUILDING DESIGNED WFM DRAWN BJK CHECKED WFM DATE OCTOBER 2016 PROJECT # 14-169-B BUILDING ADDITION SECTION 35, TOWNSHIP 36 S, RANGE 41 E CITY OF JENSEN BEACH ST. LUCIE COUNTY, FLORIDA OCTOBER 2016 CIVIL AND STRUCTURAL ENGINEER W. F. McCAIN & ASSOCIATES, INC CERTIFICATE OF AUTHORIZATION #8221 1171 19TH STREET VERO BEACH, FLORIDA 32960 PHONE 772-770-1093 FAX 772-770-1508 OWNER OCEAN TOWERS CONDOMINIUM ASSOCIATION C/O MR. ED DULBS, TREASURER 9400 SOUTH OCEAN DRIVE JENSEN BEACH, FLORIDA 34957 PHONE 772-341-1989 ELECTRICAL ENGINEER BAILEY ENGINEERING CONSULTANTS, INC. 10620 GRIFFIN ROAD, SUITE 202 COOPER CITY, FLORIDA 33328 PHONE 954-448-7930 MECHANICAL ENGINEER FORT PIERCE ENGINEERING, INC. 315 SOUTH 7TH STREET FORT PIERCE, FLORIDA 34950 PHONE 772-672-4636 REQUIRED PERMITS PERMITTING AGENCY PERMIT NUMBER PERMIT STATUS FDEP 0081062-377—DSGP RECIEVED 8-4-16 FDEP COASTAL CONSTRUCTION EXEMPTION RECEIVED 4-26-16 SLC SITE PLAN APPROVAL EXEMPTION RECIEVED 7-27-16 SLC BUILDING PERMIT CODE ANALYSIS 1. APPLICABLE CODES A. 2014 FLORIDA BUILDING CODE B. 2014 NATIONAL ELECTRIC CODE C. 2014 FLORIDA PLUMBING CODE D. 2014 FLORIDA MECHANICAL CODE E. 2014 FLORIDA FIRE PREVENTION CODE 2. OCCUPANCY TYPE 1) GROUP "U" - UTILITY AND MISCELLANEOUS (F.B.C. 312) 3. CONSTRUCTION TYPE A. TYPE II B - UNSPRINKLED B. STRUCTURAL FIRE RATINGS (F.B.C. TABLE 601 & 602) 1) EXTERIOR BEARING WALLS -CMU WALLS ALL SIDES (FIRE SEPARATION >30' ALL SIDES, NO FIRE HOUR RATED REQUIRED) 2) ROOF/CEILING ASSEMBLY - LIGHT NON-COMBUSTIBLE STEEL 4. BUILDING HEIGHT AND AREA A. HEIGHT 1) ALLOWABLE - 55' (F.B.C. TABLE 503) 2) ACTUAL PEAK HEIGHT - 8' B. AREA 1) ALLOWABLE - 8,500 SF / UNIT- GROUP "U" 2) ACTUAL SQUARE FOOTAGE 326 SF S. OCCUPANT LOAD (F.B.C. 1004.1.2) ACCESSORY STORAGE AREA, MECHANICAL EQUIPMENT ROOM, 1 PERSON PER 300 SF - 326 SF / 300 = 1 OCCUPANT 6. EXIT CAPACITY (F.B.C.1005) A. NUMBER OF EXITS REQUIRED: 2 (F.B.C. 1004.2,2.) B. NUMBER OF EXITS PROVIDED: 2 C. EGRESS WIDTH REQUIRED (LARGEST UNIT - 3,400 SF) 1) .2" (PER UTILITY OCCUPANT) X 1 = .2" D. EGRESS WIDTH PROVIDED 1) 2 @ 36" = 72" E. EXIT MIN. WIDTH: 36" CLEAR OPENING (F.B.C. 11-4.13.5) 7. ARRANGEMENT OF EXITS (F.B.C. 1016) A. GROUP "U" = 300' MAX. TRAVEL DISTANCE TO EXIT ENGINEER'S PROJECT NO. 14-169-B INDEX OF COVER SHEET DRAWINGS G-1 EXISTING CONDITIONS/DEMOLITION PLAN G-2 PROPOSED SITE LAYOUT G-3 DETAILS S-1 STRUCTURAL PLAN S-2 STRUCTURAL ELEVATIONS S-3 STRUCTURAL DETAILS S-4 STRUCTURAL SPECIFICATIONS AND DETAILS E-01 ELECTRICAL SITE PLAN AND LEGEND E-02 EXISTING SINGLE LINE DIAGRAM E-03 PROPOSED SINGLE LINE DIAGRAM E-04 ELECTRICAL DEMOLITION PLAN E-05 ELECTRICAL PLAN VIEW E-06 LIGHTING PLAN VIEW E-07 PANEL SCHEDULES E-08 ELECTRICAL DETAILS H-01 HVAC LEGEND & DETAILS H-02 HVAC PLAN P-1 PLUMBING LEGEND, NOTES, SCHEDULES AND DETAILS P-2 PLUMBING FLOOR PLAN SCRfYNEL� B: RECEIVED SEP 13 2017 PERMI ITING St. Lucie County, FL NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND EMBOSSED SEAL OF THE ENGINEER ENSF •e WILLPAM F. MdCAIN, DATA 9'A(TT(�2��7:. _mac • �.OR10,. ■ ■ M INTAKE A/C UNIT =__= STANDBY -- GENERAT 5' ABOVE GRADE - UGE-P FUEL FILL FFU SEE SHEET E-04 FOR GENERATOR ROOM d)EMO STEEL DOOR 7'-1" OVE0OAD EXHAUST CONTROL PA NEL OVERHEAD ELECTRICAL -N EXISTING 4" FRAME WALL 12'-6Y" 1 70 5'-3Y" STANDBY L L GENERATOR EXHAUSfi BRICK PAVERS 18" OVERHANG 1 R'-1l1 TO BE DEMOLISHED 33'-6" vV - W------- W--- W W W— W W W EXISTING BUBLDING EXISTING IMPERVIOUS AREA=127.3 qn FT PLIGHT—'- 4' T- ' ---r- SKYLIGH —1/2" OVERHANG W _ W-- W---4— W W W �3'-{0" LOCK WALL 7'-3n W TO BE DEMOLISHED EX. DOOR 18" OVERHANG ICK PA 3' METAL FENCE W U ERGROUND PL BING(TO D BE ELOCATED P z 38'-7° ►'i9 W W W FL - FL FL W W FL 2 K w N UZ Z w — w w �Z � W ga w Ci w OZ2 z co g Q w o Z Q � U U� U z 0 LL o 0 z z w-- w— FL FL o M M Q o 0 LL n XU" r a, w X � Lu m o O a w Z Q C/) Z Z� 00- i::z ❑0 z H 0 J rn 0 V z LIJ I— 0 U) X Lu Z 0 0 � Q Z (7 Q Z w 0 J 0= In PROJECT NO 14-169B R UGE-P 0 C 04 ■ 18'-2" O m STO RAG E I16"x618,1 REPLACE EXISTING 72"x82.5" ROLLUP DOOR WITH TRUDOOR 600 SERIES HOLLOW METAL FRAME LOUVER DOUBLE DOORS OR APPROVED EQUAL 4.5'x4' EXAUST LOUVER RUSKIN MODEL # ELF6375DXD OR APPROVED EQUAL SEE SHEET S-3 FOR WALL OPENING DETAIL PROPOSED GENERATOR SEE ELECTRICAL DRAWINGS FOR SPECIFICATIONS ELECTRICAL PANELS SEE ELECTRICAL DRAWINGS TANKLESS- WATER --� HEATER 18" OVERHAN' ° �. a10 18-10" a' 2'X4' INTAKE LOUVER STE ;� AND .4 4 c4 USKIN MODEL # ELF6375DXD C /OR APPROVED EQUAL SEE SHEET S-3 FOR W .4 WALL OPENING DETAIL ` `" + :.•.;; - 8"X8" EXAUST FAN LOUVER RUSKIN MODEL # ELF6375DXD • OR APPROVED EQUAL SEE WALL PENETRATION lXIL SEE SHEET S-3 FOR SHEET WV ' WALL OPENING DETAIL W w____ W _...,.,. W W — W. W -- W- GENERATOR SHALL LIE ON 4" THIICK 4000 PSI CONCRETE PAD WITH #4 N & S 10" O.C. AND #3 E & W 10" O.C. aEIME Rm EXISTING E UILDING SEE BOOSTER PUMP DETAILS AND SPECIFICATIONS SHEETS P-1 &2 17 �ii,�� ° 14' o.4 Ur 4 �2'-411 Y —1y2 z-i' PUMP PAD LOCATIONS SCALE: 3/8"=1' NOTE: SEE SHEET S-4 FOR PROPOSED P OPOSED DOOR DETAILS AND SPECS DOOR 7 0 7 -3 11 EX. DOOR -- ° Q ° SEE FLOOR PENETRATION -� A. 4 DETAIL SHEET G-2 (TYP I CAL) W .4 W W___L W 1. ., .0 III 7'-9Y" a 5% w 91-91 o «I•� �'y. I Mi it J a � V-0" CID W W. gUgNw g � Z w 9 0 W In ILL! O 0 U g FLOOR PENETRATION LOCATIONS SCALE: 3/8"=1' s u x u I It 18" OVERHANG HYDRO- i ( 4 - cumu— TANK \ 38'-711 — I 22'-7" — 0 FIRE ALARIM PANEL a mot PROPOSED AD ITION W W W W 2 X6 2 HOUR FIRE WALL Q{.___ 3 SEE DETAIL SHEET G-3 0 - - ' - W W W W W x J _... _. . p� PROPOSED 4' IDE RI K �.. PAVER SIDEW K W W— W V 1131. SCALE: 3/8"=1' D': ® COPYRIGHT 2015 W.F. McCAIN k ASSOCIATES, INC. THIS DRAWING AND ANY ELECTRONIC FILE IS PROTECTED BY COMMON LAW COPY RIGHTS AND MAY NOT BE REPRODUCED IN ANY WAY WITHOUT THE WRITTEN PERMISSION OF THE ENGINER. CHANGES TO THE DRAWINGS MAY ONLY BE MADE BY THE ENGINEER; IF ANOTHER PROFESSIONAL ENGINEER ADOPTS THIS DRAWING AS HIS/HER OWN WORK, THE SUCCESSOR PROFESSIONAL ENGINEER SHALL ADHERE TO THE PROCEDURES OF 61G15-27 F.A.C. ANY OTHER CHANGES SHALL BE CONSTRUED AS AN INFRIGNMENT OF THE ENGINEER'S COPYRIGHT OR OTHER W W Us Z� L � Oco c <L Z = cU C • F u_ I �E N N p f0 o M M cj z aoo ow0� o�� N� LLn� H U LU WWz a o CO wonL �LU LU LL W IU Z O_ w ~ OQ Z O Q Z w a (.) J 0= m SHEET OF '3 FL# 50046 PROJECT NO THE INTEGRITY OF THE ENGINEERING DESIGN. 14-169B L SEE NOTE SEE SHEET G- FOR DEMOLITIOI OF WALKWAY R001 ROOF PLAN SCALE: 1/4 )I=i'-o 10 5 2 6" FROM FPUA 11 in 1IMI; 10 1" SPRINKLER SUPPLY 2 �J 12 I:7 6" TEST HEADER f 5 ':: 1Y4" JOCKEY PUMP SUPPLY \r0 FIRE PIPING SIDE VIEW SCALE: 3/811=1'-0'L FASTEN TRACK ® 12" O.C. MAX. (SIZE AND GAUGE SHALL MATCH STUDS) ROOFING NOTES 1.) ROOFING MATERIAL SHALL BE 2-PLY SBS POLYGLASS ROOF SYSTEM OR APPROVED EQUAL 2.) A TAPER PICKAGE SHALL BE INSTALLED IN ORDER TO MAINTAIN PROPOSED ROOF SLOPES AND SHALL BE SUBMITTED Tq THE ENGINEER OF RECORD FOR APPROVAL. 3.) ROOFING CKAGE SHALL BE SUBMITTED FOR APPROVAL BY THE ENGINEER OF RECORD AT THE TIME OF BID. 4.) 8"X6" ALUMINUM GUTTER WITH KAYNER COATING AND 6" ALUMINUNM DOUWNSPOUT WITH KAYNER COATING ANCHORED TO EXTERIOR OF BUILDING AS PER MANUFACTURER SPECIFICATIONS AND CURRENT FBC. 5.) 4"X6" SCUPPER DRAIN THROUGH TOP BEAM. APPLY ROOF SYSTEM AS PER MANUFACTURER SPECIFICATIONS z g AND CURRENT FBC a 6.) CONSTRUCT CRICKET PER ROOF SYSTEM MANUFACTURER SPECIFICATIONS AND CURRENT FBC. w LL 7.) NO CHANGES SHALL BE MADE WITHOUT WRITTEN APPROVAL OF THE ENGINEER. In w 8.) ALL MATERIAL SHALL BE INSTALLED AS PER MANUFACTURER SPECIFICATIONS AND IN ACCORDANCE WITH THE Q CURRENT FLORIDA BUILDING CODE. > NOTE 4 REINFORCED ETE TOP IRUCTURAL AND DETAILS AL) 1. 6" TAMPERED B VALVE 2. 6" CHECK VALVE 3. 6" OS&Y VALVE WITH OS&Y TAMPER 4. FIRE PUMP 5. 1 Y4" TAMPERED BF VALVE 6. JOCKEY PUMP 7. 1Y4" CHECK VALVE 8. 1" TAMPERED BF VALVE 9. 1" FLOW SWITCH 10. SIDE WALL SPR14KLER c=, COPYRIGHT 2015 W.F. McCAiN & ASSOCIATES, INC. THIS DRAWING AND ANY ELECTRONIC FILE IS PROTECTED BY COMMON LAW COPY RIGHTS AND MAY NOT BE REPRODUCED IN ANY WAY WITHOUT THE WRITTEN PERMISSION OF THE 1/4" RED HEAD SLEEVE ANCHOR 0 48" O.C.. TYP. CONNECTION FOR PARTITION TO SIDEWALL, ROOF, OR FLOOR (SIZE AND GAUGE SHALL MATCH STUDS) )f GAP BETWEEN TOP OF STUDS AND BOTTOM OF ROOF DECK METAL ROOF PAN SEE STRUCTURAL PLANS CAULK BOTH SIDES TOP AND BOTTOM WITH HILTI 606 PER MANUFACTURER SPECIFICATION SEE HILTI SUBMITTAL PACKAGE 2 LAYERS 1/2" TYPE "X" GYPSUM WALLBOARD APPLIED TO EA. SIDE OF STUDS PER UL U419 AS PER RATING REQUIRED. STEEL STUDS ® 24" O.C. - D=6", Bf=1-5/8", 20 GA. OR D=3-5/8", Bf=1-5/8", 20 GA. 5 }'2" GLASS FIBER FRICTION FIT INSULATION MIN. R-21 RATING PROPOSED CONCRETE FLOOR d d. la d a a Is as INTERIOR NON -LOAD BRG. 2 HOUR FIRE -RATED AREA SEPARATION WALL DETAILWITH STC 59 SOUND RATING GALVANIZED STEEL PIPE SLEEVE. DIAMETER AS RECOMMENDED BY SEAL MANUFACTURER - GROOVED COUPLING SHOWN. OTHER CONNECTIONS AS APPROPRIATE 11 1/2T 1/2T MECHANICAL SEAL. WHERE PIPE V PASSES THROUGH FIRE RATED ;.. WALLS, MECHANICAL SEALS SHALL BE FIRE RATED •�•s, ASSEMBLIES NOTE: INSULATED PIPING: INTERRUPT INSULATION AT BOTH SIDES OF WALL. INSTALL INSULATION FLUSH WITH WALL AFTER WATER TIGHT INSTALLATION OF MECHANICAL SEAL. SCALE'. N.T.S. INTERMEDIATE FLANGE/WATER STOP PIPE DIAMETER AND MATERIAL VARIES. INTERMEDIATE FLANGE/WATER STOP NOT REQUIRED FOR SLEEVES INSTALLED IN CMU, BRICK OR CAVITY WALLS. WALL SLEEVES INSTALLED IN BRICK, CMU OR CAVITY WALLS SHALL BE GROUTED IN PLACE WITH NON -SHRINK GROUT. APPLY BONDING AGENT TO CLEAN DRY SURFACES BEFORE PLACING GROUT. 1 /2" 1 /2" R HOLLOW METAL DOOR DETAILS E 1 1 /4" MIN. EMBED. TYP. JAMB DETAIL 3/811 X 3.5" HILTI SLEEVE ANCHORS OR APPROVED EQUAL 3 EACH SIDE STEEL DOOR DOOR FRAME AND JAMB DETAIL WOOD BUCK N.T.S. 1D V N a F- z UU Z U 0 w y 2 W w C] O U LU C1 K w U0 Z Z m W fn ? W z F. LU QF UZ w O i �0 Q Lu cla Q0 U to U� Uz St o LU 1 a 0 z z 0 E m M co O) Q CO)ODp LU M LUI--o O U LL r r X 3f F� UQ UJ Z C LUO DOLL 0UU a I 3 WALL SLEEVE WITH MECHANICAL SEAL FOR CONCRETE, BLOCK, G-3 CMU, OR CAVITY WALLS N.T.S. WORK SCOPE: EXISTING WOOD ROOF AND PROPOSED GALVANIZED NEW CONCRETE BUILDING ROOF 1.) REMOVED EXISTING ROOFING AND RELATED DEBRIS TO THE WOOD DECK. DISCARD ALL DEBRIS LEGALLY OFFSITE J 2.) RE -FASTEN THE EXISTING WOOD DECK TO CODE. < 3.) FURNISH AND INSTALL A PRESSURE TREATED WOOD NAILER AT THE PERIMETER EDGE OF THE ROOF TO W ACCOMMODATE THE INSTALLATION OF THE SHEET METAL (040 KINAR PAINTED ALUMINUM). 4.) AT THE WOOD DECK AREA WE WILL FURNISH AND INSTALL A 1.5" POLYISOCYANU RATE RIGID ROOF INSULATION WITH AN LTTTR R VALUE OF 8.6. ALL BOARDS ARE TO BE MECHANICALLY ATTACHED AS PER FLORIDA BUILDING CODE APPROVAL. 5.) FURNISH AND INSTALL'%!' PER FOOT TAPERED ISO CRICKETS, AS PER DRAWINGS PROVIDED. 6.)ATTHE OUTER EXTERIOR CONCRETE ROOF DECK WE WILL FURNISH AND INSTALL PER PLAN TAPERED ISO SYSTEM, AS PER DRAWING. ALL BOARDS ARE TO BE ADHERED IN INSULATION ADHESIVE. 7.) FURNISH AND INSTALL POLYGLASS TWO PLY MODIFIED BITUMEN ROOF SYSTEM. THE BASE PLY WILL BE THE ELASTOFLEX SAV AND THE WHITE GRANULAR CAP WILL BE ELASTOFLEX SAP AND/OR POLYFLEX G OR APPROVED EQUAL. CEMENT GROUT - CAULKED DRY 8.) FURNISH AND INSTALL POLYGLASS TWO PLY POLYGLASS MODIFIED BITUMEN WALL FLASHING ON ALL WALLS INTEGRALTO THE ROOFING SYSTEM. 9.) FURNISH AND INSTALL 16 GAUGE PREFINISHED ALUMINUM ONE PIECE COUNTER FLASHING METAL TO Z - FINISH FLOOR TERMINATE THE WALL FLASHING. O 10.)FURNISH AND INSTALL 16 GAUGE PREFINISHED ALUMINUM EDGE METAL. SAME TO BE COMPLETED WITH A W CONTINUOUS CLEAT WITH 6" WIDE JOINT UNDER PLATES. =1 e 11.)FURNISH AND INSTALL 16 GAUGE PREFINISHED ALUMINUM COPING METAL. SAME TO BE COMPLETED WITH A OQ CONTINUOUS CLEAT WITH 6" WIDE JOINT UNDER PLATES. 17- FLANGER WEEP 12.)FURNISH LEAD STACK FLASHING OR ALSANS FLASHING ON ALL OTHER PENETRATIONS AND SCUPPERS. Q Z Lu GALV. STEEL PIPE 13.)FURNISH TWENTY (20) YEAR POLYGLASS NO DOLLAR LIMIT WARRANTY. U J SLEEVE (TYP PROVIDE FLEXIBLE COUPLING (SCH 10 MIN3 WITHIN 6'-0" OF FLOOR M 4 PIPE SLEEVE W/GROUT INTERMEDIATE FLOOR PENETRATION ;;;;';J'4.""""",'^ . SHEET G-3 N.T.S. YCENg� yL FILE .5 046 OF 3 WIL ,0 F644P N, j . L# 50046 PROJECT NO DA' CHANGES TO THE DRAWINGS MAY ONLY BE MADE BY THE ENGINEER; IF ANOTHER PROFESSIONAL ENGINEER ADOPTS THIS DRAWING AS HIS/HER OWN WORK, THE SUCCESSOR PROFESSIONAL ENGINEER SHALL ADHERE TO THE PROCEDURES OF 61G15-27 F.A.C. ANY OTHER CHANGES SHALL BE CONSTRUED AS AN INFRIGNMENT OF THE ENGINEER'S COPYRIGHT OR OTHER THE INTEGRITY OF THE ENGINEERING DESIGN. I 14-169B ROOF FRAMING PLAN SCALE. / �\ NOFTH � ROOF DECK SPECIFICATIONS TYPE B-H5B-36 GALVANIZED STEEL ROOF DECK, 36" WIDE PANELS, a-1/2" DEI RIBS SPACED @ 6 O.C., 20 ga, WEIGHT = 2.3 PSF, + S =-.235 IN , MANUFACTURED BY VERCO OR APPROVED ALTERNATE. STEEL DECK SHALL BE FASTENED TO ALL STEEL SUPPORTS W/ 3/4"0 SPOT WELDS @ 6" O.C. & SIDE OVERLAP SEAMS BUTTON WELDED @ 12" O.C. VARIES SEE PLANS SMOOTH LEVEL SURFACE 14" LAP SPLICE MIN -FORMED SIDES I -#4 @ 8" Q.C. MAX I I o I' #4 @ 8" O.C. N I I -ROUGH SURFACE I" "I -STD. 90' HOOK --J L - CONCRETE FLOOR SLAB REFERENCE SHT S-4 FOR CONCRETE SPECIFICATIONS. REFERENCE MECHANICAL DWGS FOR ANCHOR BOLTS. PUMP BASE — TYPICAL SECTION SCALE: 3/4"=1'- 0" UGE-P DOOR AND WINDOW SCHEDULE MARK SIZE DESCRIPTION 10 4'-0" X 6'-8" EXTERIOR STEEL DOOR 02 3'-0$$ X 6'-8" INTERIOR/EXTERIOR STEEL DOOR 03 4'-0" X 4'-0" BRONZE FRAME SINGLE HUNG WITH MIRROR GLAZE TRUDOOR 600 SERIES ® (2) 3'-0" X 6'-8" HOLLOW METAL FRAME LOUVER DOUBLE DOORS EXISTING BLOCK WALL — EDGE OF NEW FLOOR SLAB 20" X 20" CONCRETE GRADE AM — — — — — — — — 14"0 AUGER CAST CONCRETE ��� _� _ PILE SEE SPEC/NOTES FOR / Q w M v 10 CO In 00 CAPACITY, DEPTH & OTHER RFQ'S I I p N s3 83 I I w .- o DO a m N Z N N I 00 w w W w o (D a I V5 ILL 20" X 20" CONCRETE 00 I Lu U GRADE BEAM CENTERED UNDER EXTERIOR CMU WALL I _ j/ M 7'-9" 7'-1" co w w FOUNDATION PLAN Z� SCALE: 1 /4"=1'-0" uS Lu =Ui " o s N NORTH Q z Z o U2ow06o H- c Z r¢ 0_ ^' co K N LL n r N ��p Q w 22r U w C �� ZX T. z < a Q o .0�Oa r w Uar > V 20 z E K S U O N 1§ z NEW 30 x 68 DOOR IN EXISTING WALL PROVIDE NEW 8" X 8" PS CONCRETE HEADER BEAM SEE DOOR JAMB DETAIL - TYP 2, SHEET S-3 EXISTING BUILDING EXISTING DOOR ELECTRICAL EXISTING 8" I J PANELS CMU WALL 3' 10' < 0 EXISTING ROOF OVERHANG �-att-arirr I v-1 rvn L _ CONCRETE PUMP NEW BX12 — — - PADS AND PIPING CMU COLUMN m 0 P Pp 6" PARTITION NON BEARING ° q D EXISTING • °� \ SEE SHEET G 2 BRICK PAVERS • NEW 8 I PROPOSED \ NEW 8 SEE SHEET G-1 FOR CMU WALL CONCRETE LANDING CMU WALL I PUMP \°sr ROOM PUMP SEE NOTE 9 e47/z PAD. PROPOSED \ ADDITION PROPOSED °O STORAGE 2 E FFE = 9.55 ROOM — DISTANCE TO EXIT 2 NEW 8" EXISTING LANDSCAPED AREA CMU WALL EXISTING LANDSCAPED AREA SCALE: 1/4 =1 0 NORTH 74 RICHARD A. KELLNER, PE - FL#8774 DATE: - :�v _ :2 u COPYRIGHT 2015 W.F. McCAIN & ASSOCIATES, INC. THIS DRAWING AND ANY ELECTRONIC FILE IS PROTECTED BY COMMON LAW COPY RIGHTS AND MAY NOT BE REPRODUCED IN ANYWAY WITHOUT THE WRITTEN PERMISSION OF THE ENGINEER. CHANGES TO THE DRAWINGS MAY ONLY BE MADE BY THE ENGINEER; IF ANOTHER PROFESSIONAL ENGINEER ADOPTS THIS DRAWING AS HIS/HER OWN WORK, THE SUCCESSOR PROFESSIONAL ENGINEER SHALLADHERE TO THE PROCEDURES OF 61G15-27 FAC. ANY OTHER CHANGES SHALL BE CONSTRUED AS AN INFRIGNMENT OF THE ENGINEER'S COPYRIGHT OR OTHER RESERVED RIGHTS AND MAY VOID THE INTEGRITY OF THE ENGINEERING DESIGN. to O LLI O® � Q Z Z U 05 m o � t S-1 OF 4 PROJECT NO 14-169B EXISTING ' NEW ADDITION EXISTING It Fr i� REAR RCMR *2'-0" 3'-3Y4 no I STANDBY GENERATOR EXHAUST TO BE REMOVED HIGH POINT 16'-1"- 17'-3Y2" — -- EXISTING FLAT ROOF ELEVATION SCALE: 1/4 =1 0 HIGH POINT 16'-1 " F11OPOSED ROOFLINE WITH TAPER PACKAGE SLOPE = V PER FOOT FRONT PROPOSED FLAT ROOF ELEVATION SCALE: 1/4 ))=i'-o )) EXISTING SOUTH ELEVATION S(;ALE: 1/4 =1 0 II II PROPOSED DOOR CBS AddITION a.-N[M v u)fon0 WEST ELEVATION STUCCO OVER MASONRY WALL Y N g N N ~ °z TO MATCH EXISTING BUILDING FINISH co 4"x6" SCUPPER LU w INSTALL 2-PLY ROOF MATERIAL PER MANUFACTURER SPECIFICATIONS z y (.5 LU Q U AND CURRENT FBC W = o V) U U EXISTING BUILDING BUILDING ADDITION L FRONT PROPOSED ROOFLINE OF NEW BUILDING ADDITION SLOPE = V PER FOOT SEE STRUCTURAL DETAILS 14 -5V WINDLOAD CALCULATION DATA BUILDING HEIGHT < OR = 60ft RISK CATEGORY II Vult 170 WIND EXPOSURE C TOP OF NEW ROOFING PACKAGE 8"X6" ALUMINUM GUTTER AND 6" DRAIN PIPE WAAYNER COATING ANCHORED TO BUILDING EXTERIOR PER MANUFACTURER SPECIFICATIONS AND CURRENT FBC DRAIN AWAY FROM TOP OF WALL LEVEL TOP OF ROOF/SLOPE 3/8/FT' [*7 TOP OF NEW INTERIOR FLR. SLAB STUCCO OVER MASONRY WALL TO MATCH EXISTING BUILDING FINISH NORTH ELEVATION SCALE: 1/4 ))=I'-O" 4"x6° SCUPPER INSTALL 2-PLY ROOF MATERIAL PER MANUFACTURER SPECIFICATIONS AND CURRENT FBC w U 0 w m CU z z Z ^ 'w v/ Z N 0 W w o '0) p M CO Q Z F 0 a LOm (� wz ul 0V7 O UJ 0 Iz rc ♦�/^ O N fY O N r- V/ S N r ctS z ¢ - DO 0 z w � C) Q v `LU (� Z8 > Uca z LL J U O rn zz BUILDING ADDITION EXISTING BUILDING TOP OF NEW TOP OF WALL LEVEL TOP OF ROOF/SLOPE 3/8°/FT" ROOFING PACKAGE 8"X6" ALUMINUM GUTTER AND 3'-0" 6" DRAIN PIPE W/KAYNER COATING (n ANCHORED TO BUILDING EXTERIOR z PER MANUFACTURER SPECIFICATIONS AND CURRENT FBC w Q TOP OF NEW DRAIN AWAY FROM FOUNDATION r INTERIOR FLRSLAB / w I— STUCCO OVER MASONRY WALL TO MATCH EXISTING BUILDING FINISH SOUTH ELEVATION SCALE: 1/4 )$=1 1-0); BARREL TILE ROOF 2" DRIP RAIL PEEL ROOF AND STICK EXISTING ROOF DETAIL SCALE: 6"=1'-0" RICHARD A. KELLNER, PE--EL#8774 DATE z cn O w- O° �a z� Q z U® 03 m S-2 OF 4, PROJECT NO © COPYRIGHT 2015 W.F. McCAIN k ASSOCIATES, INC. THIS DRAWING AND ANY ELECTRONIC FILE IS PROTECTED BY COMMON LAW COPY RIGHTS AND MAY NOT BE REPRODUCED IN ANY WAY WITHOUT THE WRITTEN PERMISSION OF THE ENGINEER. CHANGES TO THE DRAWING% MAY ONLY BE MADE BY THE ENGINEER; IF ANOTHER PROFESSIONAL ENGINEER ADOPTS THIS DRAWING AS HIS/HER OWN WORK, THE SUCCESSOR PROFESSIONAL ENGINEER SHALL ADHERE TO THE PROCEDURES OF 61G15-27 F.A.C. ANY OTHER CHANGES SHALL BE CONSTRUED AS AN INFRIGNMENT OF THE ENGINEER'S COPYRIGHT OR OTHER RESERVED RIGHTS AND MAY VOID THE INTEGRITY OF THE ENGINEERING DESIGN. 14-169B EXISTING ROOF NEW ROOF NOTE 9 NOTE 8 7XISTING CMU BLOCK WALL Y8" X 4" STEEL PLATE EXTEND 8" PAST NEW OPENING L NOTE 7 10 NOTE 2 NOT TILED SEE ROOF 2. 8 X 1 I CONCRETE BEAM W/ (4) #5 CONT & FRAMING #3 TII 3 0 8" O.C., TAPER TOP TO SLOPE PLAN 3. 2-PL COMPOSITE ROOFING. 4. 2 1/ CONCRETE TOPPING OVER 1.5" DEEP GALV TL DECK. 5. C6 X .2 STL CHANNELLS ® 24" O.C. 6. NEW I CORING OVER FOAM TAPER PACKAGE EL. 7'-2 1 4" 7. STEE ANGLE 3 X 3 X 1/4" W/ 3/4" STEEL BOTTOM OF ANCH R BOLTS @ 24" O.C. INTERIOR CEILING 8. EXISTI G 8" CMU WALL 9. EXIST] G ROOF STRUCTURE UNKNOWN, CONT CTOR TO EXPLORE PRIOR TO CONS UCTION 10. HILTI ASONRY BOLT 3/4" X 5" ® 24" O.C. ROOF SECTION 'A' SCALE: 14" 0 AUGER CAST PILE EXTEND VERT. REINF. UP INTO GRADE BEAM 10" 10' GRADE BEAM 3/4"=1'-0" FOUNDATION SECTION 'M' SCALE: 3/4 EPDXY MIN. 16" #3 BARS (TYPICAL EVERY OTHER COURSE) INSTALL NEW 8" CMU BLOCK AND FILL rWITH STRUCTURAL GROUT 2 CELLS MIN FILL EXISTING CP WITH STRUCTURE 2 CELLS MIN NEW ]OPENING FRAME FILL WITH STRUCTURAL GROUT 2 CELLS MIN EPDXY MIN. 16" #3 BARS (TYPICAL EVERY OTHER COURSE) IU BLOCK _ GROUT TYPICAL CMU MODIFICATION DETAIL _ SCALE: 3/8" = 1'— J" ASPHALT ROOFING OVER 2 1/2" CONCRETE TOPPING OVER 1 1/1' GALV SEE DECK SEE ROOF FRAMING PLAN EL. 7'-7 3/4" BOTTOM OF INTERIOR CEILING C6 O.C. 13 X 3 X 1/4" CONT. W/ 3/4" HILTI STL ANCHOR BOLT 0 24" O.C. SEE SHT G-2 FOR INT. FINISH WALL [HORIZONTAL "IS" CONC. BM CONT. T & " MID HEIGHT S @ 8" O.C. TYP EL. 8'-8' REF.TOP Of FLRSLAB = 0'-0" O OVER U WALL — TYP 24" O.C. IN GROUTED WALL —WEB @ 16" O.C. IN AL MORTAR JOINT ROOF SECTION 'B' SCALE: 3/4 „-1 0" PILE 2--6- #5 DOWEL @ 12" O.C. TOP #5 X 6'-0° ® 12" O.C. TIC 1/2" EXP. JT. MATERIAL #5 X 12" O.C. E.W. BOT co .t°�I !° •�' 20" X 20" GRADE BEAM SEE SECT. �. ��. L�• f 'M' FOR REINF: ' a 0 AUGERK14" CAST PILE TYP CMU WALL DO NOT UNDERMINE EXISTING FOUNDATION FOUNDATION SECTION 'N' SCALE: EXISTING CMU TO REMAIN NEW DOOR OPENING S-4 3/4" NEAT SAW CUT �� �►r polvil"m ',AREFULLY REMOVE MISTING BLOCK — ..J #5 VERT. REBAR FULLY GROUT CELLS 0••' aing im I gjm I • SCALE: 3/4"=1'-0" EXISTING CMU TO REMAIN 3/4"=1'-0" ASPHALT ROOFING SEE SPECIFICATIONS 2 1/2" CONCRETE TOPPING OVER 1 1/2" GALV STL DECK SEE S-4 FOR WELDING SPEC C6 X 8.2 24" O.C. C3X3X1/4"CONT. W/ 3/4" HILTI STL ANCHOR BOLT © 24" O.C. 8° SEE SECTION 'B' FOR NOM REINFORCING VARIES W/ ROOF HT EL 8'-8" �a a• � z -r8" CMU WALL BEYOND —DOOR OPENING 0 Y co 1a N o U, ~O z ROOF SECTION 'C' o Q SCALE: 3/4"=1'-0" 0 W 0 LU o LU O O U 8" 8" X 12" CONC. COL. (4) #6 VERT _ #3 TIES, (1) @4" T& 6 #5 DOWEL @ 12" O.C. TO THEN @ 8" O.C. (3) #5 X 6'-0" ® 6" O.C. �i r CENTER ON COLUMN #5 X 12" O.C. E.W. BOT --L-------I'-F---' ==J CMU WALL ADO NOT UNDERMINE •) di �� �f EXISTING FEN xf 20" X 20" GRADE BM pq 14" 0 AUGER CAST PILE SEE SECT 'M' FOR REINF. SEE SPEC NOTES ON S4 FOR LENGTH, CONC. MIX & REINF. EL PILES & GRADE BEAM FOUNDATION SECTION 'O' SCALE: 3/4 BEARING W NOII 9� -o� '.�. 0 BEARING S-4 3/4' 8 NOTE 1 INOTE 2 (1) #5 IN STRUCTURAL NEAT SAW CUT I GROUT I I I I I / #5 VERT IN FULLY I, GROUTED CELL — TYP NI 0�TING �C� I I I I I j \ I / I I I CORE DRILL 3/4"0 X 6" EPDXY FILL T & B —TYP DOOR ELEVATION - TYP 'O' SCALE: 1/2 "-1)—T NOTE 1: PRECAST CONCRETE U-UNTEL LL f N - N O o O c N M < 01 C O 00 ' o LU I' i i F- 0 n 11 i PUQLuC DOXa i 0 0 a Lu W U i LL iw U u) J Q LLu 0 J Q ry D co W/ (1) #5 IN GROUTED CAVITY y SHEET BY CAST CRETE CORP. W NOTE 2: CONTRACTOR TO SHORE EXISTING �+ �' cl ROOF UNTIL LINTEL IS INSTALLED - ` OF 4 RICHARD A. KELC4Ef2, F E - FL#8774 PROJECT NO DATE: _ z� } 76/•7 u COPYRIGHT 2015 W.F. McCAIN & ASSOCIATES. INC. THIS DRAWING AND ANY ELECTRONIC FILE IS PROTECTED BY COMMON LAW COPY RIGHTS AND MAY NOT BE REPRODUCED IN ANY WAY WITHOUTTHE WRITTEN PERMISSION OF THE ENGINEER. CHANGE TO THE DRAWINGS MAY ONLY BE MADE BY THE ENGINEER; IF ANOTHER PROFESSIONAL ENGINEER ADOPTS THIS DRAWING AS HIS/HER OWN WORK, THE SUCCESSOR PROFESSIONAL ENGINEER SHALL ADHERE TO THE PROCEDURES OF 61G15-27 F.A.C. ANY OTHER CHANGES SHALL BE CONSTRUED AS AN INFRIGNMENT OF THE ENGINEER'S COPYRIGHT OR OTHER RESERVED RIGHTS AND MAY VOID THE INTEGRITY OF THE ENGINEERING DESIGN. 14-169B STRUCTURAL NOTES Governing Code The herein proposed structural design is certified to be in accordance with the 2014 Florida Building Code, 5th Edition. Design Loads * Basic Wind Speed = 170 mph (3-second gust) * Fastest Mile Wind Speed = 132 mph * Wind Importance Factor (1) = 1.15 * Category II Building * Wind Exposure = C * Internal Pressure Coefficient = t0.18 Dimensions and Design The General Contractor and / or Subcontractor shall verify all dimensions in the field with this construction drawing prior to construction. The Engineer shall be immediately notified of any discrepancies found. The General Contractor and / or Subcontractor(s) shall report any discrepancies, errors or omissions to the Engineer for correction before construction begins. Should any contractor choose to overlook or fail to report any discrepancies, errors or omissions to the Engineer, that contractor shall bear the expense incurred as a result of such discrepancies, errors or omissions. Concrete and Masonry Construction 1.) All concrete materials shall attain the following ultimate compressive strengths at 28 days: a) 5,000 psi - piles below the 100-year storm surge elevation. b) 4,000 psi - all interior beams and colums c) 4,000 psi - all exterior beams, colums, all grade beams and structural slabs. 2.) All concrete shall be ready -mixed and in accordance with ASTM Specification C 94. All concrete work shall conform to ACI 318-02. Concrete maximum slump shall be 3 to 5 inches. 3.) Reinforcing steel shall be deformed, new billet steel ASTM A-615 Grade 60. All splices and hooks shall be in accordance with ACI 318-02. Minimum splices shall be 40 bar diameters (25 in. for # 5 bars). Splices shall not be made at the points of greatest stress (i.e.; supports in the case of top steel, and mid -span in the case of bottom steel. Provide bent bars at any change in direction or intersection of beams or columns. Reinforcement partially embedded in concrete shall not be field bent. Such reinforcement is to be bent (cold) prior to embedment. The same applies for masonry reinforcement. 4.) No changes shall be made without written approval of the Engineer. Contractor is to notify the Engineer 24 hours prior to concrete placement. 5.) All concrete masonry units (CMU) shall have a prism strength of 1,500 psi minimum. 6.) For walls that are to be grouted and reinforced provide one (1) # 5 bar per cell for vertical reinforcement as marked per plan. All masonry construction shall conform with ACI 530-95/ASCE 5-95/TMS 402-95. All masonry units shall comply with ASTM C 90-93; and are to be used with Type M or S mortar adhering to ASTM C 270-92a, and with grout attaining 2,000 psi at 28 days adhering to ASTM C 476-91. 7.) For reinforced walls also provide standard 9 ga. Truss Type horizontal joint reinforcing at 16 in. D.C. in all walls combined with one (1) # 5 horizontal bar placed 8 in. above the ground floor slab and one (1) # 5 bar placed at mid -wall. Horizontal truss reinforcing shall start at the top of the footing. Also, it shall be placed at the top and bottom of all openings, when applicable. 8.) Care shall be exercised during reinforced CMU wall erection to ensure that cells to be grouted are lined -up properly, providing a minimum clear area of 10 square inches and minimum clear dimension of 3 in.. Provide saw -cut clean -out hole in bottom course and remove mortar droppings from cells at end of each day the units are placed. 9.) Provide footing dowels to match wall reinforcing size and spacing unless noted otherwise. Lap splice foundation reinforcing at 48 bar diameters and terminate reinforcing with standard ACI hooks to provide continuous reinforcing from footings to uppermost tie -beams. 10.) Lintels should be poured concrete as noted on the plans and should be sized for 8 in. bearing on each side. Provide hooks for # 5 bondbeam reinforcement with 25 in. laps at all corners, changes in direction and intersections. 11.) Cover requirements for reinforcing shall be as follows: a) 3 in. for piles, beams or columns exposed directly to earth or weather, b) 2 in. for concrete beams and columns not exposed to earth or weather, c) 1-1/2 in. for slabs exposed directly to earth or weather, and d) 3/4 in. for slabs not exposed to earth or weather. AUGER -PLACED CONCRETE PILES 1.) This section specifies excavation and concrete required for construction of auger -placed piles, 2.) Piling shall be 14" 0 cast -in -place grout augered piles reinforced with (6) #6 bars in a circular cage with #3 spiral ties spaced at 12" O.C. All piles shall have top elevation as shown on plan and tip of pile elevation at -16.0' from grade. 3.) Contract price for auger -placed piles will be based upon total length of piles as measured. 4.) Contractor will submit certification that contractor has technical qualifications, experience, trained personnel and facilities to install auger placed concrete piles as specified. 5.) Install piling with a maximum variation of 3 inches of center of any pile from the location shown. Piles shall not be out of plumb more than 2 percent. 6.) Contractor shall submit the following information: description of the pile drilling and pumping equipment to be utilized, proposed pile grout mix and description of material to be used, a pile layout plan referenced to the structural plans including a numbering system capable of identifying each individual pile, record of installation of each pile, pile location and plumbness, total quantity of grout placed, load test report, design mix (test reports and proportions) and contractor's qualifications as specified. 7.) A representative from W.F. McCain and Associates shall be present at time of pile installation for verification of materials and installation. 8.) Materials a) Portland Cement: ASTM C150, Type I. b) Grout Fluidifler: U. S. Corps of Engineers CRD-C619. Use Specrete-IP Intrusion -aid (or equivalent) c) Water: Fresh, clean, and potable. d) Mineral Admixture: Flyash conforming to C618, Class C or Class F e) Reinforcing Steel: ASTM A615, Grade 60. f Fi ne Aggregate: re ate: ASTM C33. 9.) The grout used shall consist of a mixture of Portland cement, aggregate, fluidifier, and water so proportioned and mixed to be pumped and to fill all voids in the foundation material. Mixture shall be proportioned to provide a minimum compressive strength of 5,000 psi at 28 days with a water - cement ratio not to exceed 0.40. A testing laboratory, retained by Contractor, shall design a mix to produce concrete as specified and perform tests as required. Certified test reports (duplicate) shall be submitted. Reports shall include proportions of design mix. yd. min. a) Min.- grout per pile for resid. 1.2 cu. 10.) Execution a) A Registered Professional Land Surveyor shall establish lines and levels and stake pile locations. b) After all auger -placed piles are in place, the Registered Professional Land Surveyor shall make a field survey of completed piles and shall submit a drawing to the Engineer showing actual pile locations with respect to planned pile locations and indicating plumbness of piles. c) Pile Record: Submit complete and accurate record of oil auger -placed piles to the Engineer. Record shall indicate the pile location, diameter, length, elevation of bottom and top of pile, and the quantity of grout used in each pile. Any unusual conditions encountered during pile installation shall also be noted. 11.) The Contractor shall cooperate with the owners geotechnical consultant to insure all installed piles provide a 21 kip allowable bearing capacity and a 3 kip allowable uplift capacity. See Note 14 for further quality control specifications. 12.) Installation a) The installation shall be performed in an orderly sequence. b) Advance the auger at a continuous rate that prevents removal of excess soil. Stop advancement after reaching the required depth or refusal criteria. c) Auger refusal is defined as a rate of auger penetration of less than 1 foot per minute of drilling. d) The hole in the bottom of the auger shall be closed while being advanced into the ground with a suitable piug. The plug shall be removed by grout pressure or with the reinforcing bar. e) Reinforcing steel assemblies shall be detailed and fabricated in accordance with the manual of Standard Practice for Detailing Reinforced Concrete Structures (ACI-318, latest edition). Pile reinforcing, as shown on the structural drawings, shall be installed after the pile is grouted by lowering the reinforcement down through the freshly grouted pile (to the specified depth) before the grout begins to set. Prior to installation of the pile reinforcing, centralizers should be placed at the bottom of the reinforcing and at about 20 foot centers thereafter to the pile top to assure concentric placement within the pile. Cage steel shall have 3 inches clearance to the outside of the pile. f) At the start of pumping grout, raise the auger from 6 to 12 inches and after the grout pressure builds up sufficiently, redrill the auger to the previously established tip elevation. g) Maintain at least ten feet of grout on the auger flighting above the injection point during raising of the auger. Positive rotation of the auger shall be maintained throughout placement of the grout. Rate of grout injection and rate of auger withdrawal from the soil shall be coordinated as to maintain at all times the minimum grout head and a positive pressure on the gauges. The total volume of grout shall be at least 115 percent of the theoretical volume for each pile, except, after grout is flowing at the ground surface from the auger flighting, the rate of grout injection and auger withdrawal shall be coordinated so that there is a constant grout flow at the surface. If pumping of grout is interrupted for any reason, the Contractor shall reinsert the auger at least five feet into the pile and regrou t. h) Minimum volume of grout placed in hole shall be at least nominal volume plus 15 percent of hole. Volume of grout per linear foot of pile shall be not less than volume of grout per foot of test pile. Make volume measurements in the presence of the Engineer. i) Auger hoisting equipment shall be provided that will enable the auger to be rotated while being withdrawn smoothly and steadily. j) The spoil that accumulates around the auger during injection of the grout shall be promptly cleared away upon completion of the installation. k) Materials shall be accurately measured by volume or by weight as they are fed to the mixer. Order of placing the materials in mixer shall be as follows: (1) water, (2) fluidifier, and (3) other solids in order of increasing particle size. Provide grout injection equipment with a pressure gage in clear view of the equipment operator. A second pressure gauge shall be located near auger rig where it can be observed. Rate of injection and rate of auger withdrawal from soil shall be so coordinated as to maintain at all times a positive pressure on gage which will indicate existence of a removing pressure on bottom of auger flight. Magnitude of this pressure and performance of other augering and grouting procedures, such as rate of augering, rate of grout injection, and control of grout return around the auger flight, are dependent on soil conditions, and equipment capability shall be at option of Contractor, subject to approval of the Engineer. Equipment for pumping grout shall be positive displacement pump capable of developing a pressure at pump not less than 350 psi. Pump shall be calibrated by an approved method to verify accuracy of indicated discharge. Remove oil or other rust inhibitors from mixing drums and pumps. Auger hoisting equipment shall be capable of withdrawing auger smoothly and at a constant rate. If the auger jumps upward during withdrawal, it shall be reinserted, and rate of withdrawal decreased to prevent further jumping. I) Locate piles as shown unless otherwise directed by the Engineer. Do not place piles closer than 7 feet center to center until grout in adjacent piles has set for 24 hours. in locations where there are no concrete slabs or other means of distributing load of the equipment placing piles, the equipment shall be kept at least 10 feet away from pile location, or upper 10 feet of pile shall be cased. m) Where pile top is near surface or above bottom of excavation, Place metal sleeves of proper diameter around pile top. n) Cut off the tops of piles, square with pile axis and at the elevations indicated by removing fresh grout from the top of the pile or by cutting off hardened grout down to final cutoff point at any time after initial set has occurred. Where the pi le cut-off is near the surface or above the bottom of th excavation sleeves or casing of the proper diameter d at least 18 inches in length shall be placed ar and the pile tops. (Special conditions may require meal sleeves of additional length). o) Redrill the pile to the original depth at no additional cost to the Owner if any of the following occurs: o1.) The design pile reinforcement cannot be placed manually in the top of any pile following completion of grouting. o2.) The trap door at the bottom discharge outlet fails to open completely, effectively creating a side discharge condition. o3.) Loss of grout head occurs for any reason during pile installation. o4.) There is more than a twenty -minute delay during the grouting of any individual pile. 05.) There is a drop in grout level after completion of the pile, which exceeds the average for the remainder of the pile installations by more than two feet. 13.) In the event that non-augerable material is encountered, such as cobbles, boulders, rock ledge, metal timbers or debris which causes the rate of penetration to be reduced to less than one foot per minute above the desired tip elevation, or causes the pile to drift from its location, then the pile shall be completed to the depth of the non-ougeroble material in accordance with these specifications. The length of such short piles shall be included in the total linear feet of pile for payment at the unit price. If required by the Engineer, additional adjacent piles shall be placed and the length of these additional piles shall also be included in the total linear feet of piles for payment.c 14.) Quality Control a) Inspection: The Owner shall employ a Geotechnical Consultant to provide inspection of all pile operations. The Pile Contractor shall cooperate with the Inspector in the performance of this work. The presence of Owner's Geotechnical Consultant shall in no way relieve the Pile Contractor of his obligation to perform the pile installation in accordance with the Drawings and these Specifications. b) Grout Mix: The grout mix sha be tested by making a minimum of six two-inc cubes for each day during which piles are placed. A t of six cubes shall consist of two cubes to be tested at seven days, and two cubes to be tested at 28 da and two cubes held in reserve. Test cubes shall be c ed and tested in accordance with ASTM C 109. Cube specimens may be restrained from expansion as descl bed in ASTM C 942. c) Pile Acceptance: The Geotech>,ical Consultant shall immediately notify the Contra :tor and Engineer if any pile is not in conformance with these Specifications. The volume of grout placed in eac'I pile shall be a minimum of 115% of theoretical volume of the pile. The amount of grout placed in eaJh five foot increments of the pile shall be chdcked continuously during installation. The cost of removing and replacing Auger Cast Piles, which are not in conformance, shall be borne by the Pile Contractor. d) Reports: The Geotechnical Consultant shall maintain an installation record of each pile. The record shall note the project name and number, name of Contractor, pile location, design pile capacity, pile tip elevation, pile top elevation, depth of auger advancement, (total and continuous) quantity of grout placed, reinforcing steel placemenand any unusual occurrences during the pile installi:pl ion. The grout quantity shall be determined by recording grout pump displacement or by other acceptable means. The Geotechnical Consultant shall also maintain a daily report, summarizing all work performed by the Contractor. 15.) Corrections of Deficiencies a) The contractor shall notify the Engineer in writing, of the failure of a pile to meet any requirement of the specification. Such written notification shall include all information required for the evaluation of remedial measures, including all information required for redesign. b) Based on the survey provided, if a pile fails to comply with the location or tolerance requirements, the Engineer of record will calculate the load capacity requirements of that pile, based on the actual, "as -driven" locations and inclinations. If the calculation indicates that the loading on that pile or, if in a pile group, on any pile in that pile group, exceeds 110 percent of the design load, then the Contractor shall perform such remedial work as the Engineer of record in his sole discretion may require including but not limited to furnishing and installing additional piles at locations approved by the Engineer of record and modifying concrete or reinforcement steel. These corrective measures shall be performed solely at the contractor's expense. c) In the case of a pile with some deficiency that affects load capacity, the Engineer of record will calculate the load capacity of that pile, based on its actual, "as -driven" tip elevation, location and inclination, If the calculation indicates that the, loading on the pile exceeds the load capacity, then the Contractor shall perform such remedial work solely at his expense as the Engineer of record in his sole discretion may require, including but not limited installing additional piles at locations approved by the Engineer and modifying concrete or reinforceme steel. d) If a pile fails to comply with t requirements of this Section and the Engineer of cord determines that modification to concrete or reinfo ement steel, or the driving of additional piles is neces ry, the Engineer of record will perform all required re nalysis, redesign and detailing. All reanalysis, redesign and redetailing costs will be the responsibility of the contractor and reimbursed as a change to the contract. e) The Contractor, at his option and at any time that he determines that a pile will not satisfy the requirements of this Section for a reason other than encountering an underground obstruction, may, subject to the provisions of this specification, abandon such pile and replace it with a new pile or piles rather than await direction or approval from the Engineer or Engineer of record. However, the Contractor, in exercising this option, assumes the risk that such replacement pile or piles will be acceptable to the Engineer. f) Abandoned piles shall be cut off one foot below the elevation of the bottom of the slab and will not be paid for. 16.) Clean Up a) All debris from excavation of objectionable material, removal of obstructions, and any material not to remain as part of the construction is to be removed and disposed of by the subcontractor in a legal manner at no additional cost to the Owner. b) The site shall be cleaned at frequent intervals and no material shall be stored on the site in a manner, which would obstruct the easy access of equipment and personnel. 17.) Refer to subsurface exploration report by KSM Engineering dated 5/27/2016 for soil conditions and pile recommendations. *Steel Construction* 1.) All steel construction and fabrication shall be in accordance with the 2005 edition of the AISC "Specification for the Design, Fabrication and Erection of Structural Steel for Buildings". 2.) All steel shapes and splicing plates and column bases and top plates shall be A36 steel. Wide flange beams, W-shapes shall meet ASTM A992 specifications. Steel tube columns shall be fabricated from steel with a minimum yield strength of 46 ksi. 3.) All steel members shall be cleaned to remove loose rust and mill scale, and given one shop coat of red oxide, air drying, alkyd primer. Cleaning process shall meet or exceed Steel Structures Paint Council specifications SSPC-SP2 for hand tool cleaning. Primer shall be formulated to meet or exceed performance, under laboratory conditions, requirements of U.S. Federal specification TTP-636. The primer coat thickness shall be a minimum of one (1) mil. 4.) All welds shall be performed with an E70 electrode, using either submerged arc or gas metal arc or shielded process. All welding shall be in accordance with the latest edition of the AWS "Structural Welding Code". 5.) All bolts used for connections shall be A325 or conforming to the structural specifications of ASTM A 325, with washers on the nut and bolt, unless noted otherwise. All bolts shall have an allowable tensile strength of 44 ksl and an allowable shear strength of 17.5 ksi or greater. All nuts shall be hex nuts. Anchor bolts for steel tube columns shall be A307 standard anchor bolts embeded in concrete. *General Notes* 1.) All backfill required on -site shall be clean, granular sand material placed in lifts of maximum 16 in.. The backfill shall be free from debris and organic material. Fill material shall be compacted to 95% maximum dry density as determined by ASTM D1557, All backfill under the slabs shall be termite treated after compaction. Treatment shall be in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Affairs. All areas, under the building and five feet beyond, shall be cleared, grubbed and stripped of all surface vegetation. Debris and stumps shall be removed in their entirety and the exposed surface shall be proof -rolled with sufficient passes to produce the required compaction. 2.) The minimum allowable soil bearing capacity shall be 2,500 psf at 95% compaction. Sutability of bearing soils to support foundations shall be approved soils testing laboratory. 3.) All windows, doors and attachments to be provided for this project shall be certified by their respective manufacturer to withstand all required wind loads for the 170 mph Exposure "C" basic wind speed Induced pressures shown on the floor plans. Window glass must withstand the Large Missile Impact Test. Manufacturer's instructions shall be followed if they are more stringent than the herein shown guidelines (see detail). Follow manufacturer guidelines for proper sealing and waterproofing of windows and door assemblies. All manufacturer certifications shall be provided. 4.) In lieu of the mentioned windows with impact resistant glass, the Owner/ Developer may opt for the installation of hurricane shutters. The shutters must also comply with the stated wind speed requirements. Note that the windows shall at all times comply with the stated wind pressures. 5.) Soffit material shall be installed as per manufacturer specifications to withstand the stated wind speeds. 6.) A vapor retarder consisting of 6 mil min. polyethylene with joints lapped 6 in. and sealed shall be installed underneath all concrete construction. 7.) All nails and metal hardware exposed to weather shall be stainless steel. All nails shall be common wire nails unless otherwise specified. Fill all nail holes in metal straps and connectors except where noted. B.) All exposed bolts shall be stainless steel bolts with a minimum yield strength of 75,000 psi. Non -exposed bolts shall conform as a minimum to ASTM A325. 9.) The Contractor shall lawfully dispose of all debris resulting from this project. 10.) All connections not specifically covered herein shall be made in accordance with the requirements of the Florida Building Code. 11.) Any omissions made In this section, and in any section in general, shall be built following standard safe construction practices and principles and shall be in complete accordance with all applicable sections of the Florida Building Code. F6. NOT TO EXCEED 14"rl I I " #10 "PHILLIPS HEAD" ST. STL. WOOD SCREW W/ MIN. 1.25" FASTENER PENETRATION INTO 2 x BUCK, I S„ HEAD, SILL & JAMBS REFER TO DETAILS FOR 1 x OR 2 x BUCKS. NO TO EXCEED PROVIDE NO LESS THAN (3) 14" FASTENERS IN HEAD & (4) PER JAMB. SEE BELOW. (TYP. NONE IN WINDOW SILL/ DR. BOTTOM - OTHERWISE PROVIDE SAME AS HEAD.) FASTENER SPECIFICATIONS NOTED ABOVE ARE TYPICAL. FOR ACTUAL TYPE & NUMBER OF FASTENERS PER WINDOW SIZE, REFER TO PRODUCT CERTIFICATION SHEET PROVIDED BY THE MANUFACTURER. MANUFACTURER REQUIREMENTS FOR BUCK ATTACHMENT ARE TO BE USED IF MORE STRINGENT THAN THOSE HEREIN SPECIFIED. MIN. 2 x 4 TREATED SYP #2 BUCK SHIMS CONFORMING TO WINDOW MANUFACTURER SPECIFICATIONS C1 Re -FRAMING OPENING ---I OPTION 1: 2 x BUCK 3/16" DIA.. "PHILLIPS HEAD" TAPCON SCREW W/ MIN. 2" EMBEDMENT INTO CMU INSTALLED @ SHOWN SPACING 1 x TREATED SYP #2 BUCK SHIMS CONFORMING TO WINDOW MANUFACTURER a SPECIFICATIONS °°. TAPCON THRU FRAME ? & BUCK INTO CMU II 3/16" DIA. TAPCON SCREW W/ MIN. 2" EMBEDMENT INTO CMU INSTALLED @ SHOWN SPACING DOOR NOTES: MASONRY WALLS T" 1.) SWING DOOR BUCK ATTACHMENT IS SIMILAR. 2.) PROVIDE @ EA. DOOR HINGE & @ EA. STRIKE PLATE (2) SCREWS. 3.) PROVIDE FLASHING, WEATHERPROOFING, SEALANTS & CAULKING IN STRICT ACCORDANCE W/ DOOR MANUFACTURER SPECIFICATIONS. #10 "PHILLIPS HEAD" ST. STL. WOOD SCREW W/ MIN. 1.25" FASTENER PENETRATION INTO 2 x TREATED BUCK (OR FRAMING) MIN. 2 x 4 TREATED SYP #2 BUCK (OR FRAMING) NEXT TO 2 x 4 SYP #2 FRAMING WINDOW WIDTH RAMING OPENI OPTION 1: 2 x BUCK WINDOW � 1 x TREATED SYP #2 BUCK SHIMS CONFORMING TO WINDOW MANUFACTURER SPECIFICATIONS #10 "PHILLIPS HEAD" ST. STL. WOOD SCREW W/ MIN. 1.25" FASTENER PENETRATION INTO 2 x FRAMING THRU WINDOW FRAME, SHIMS & 1 x BUCK FRAMED WALLS OPTION 2: 1 x BUCK NOTE: REFER TO ARCH DWG'S FOR OTHER DOOR & WINDOW FRAME DETAILS, NOTERFY ARHC, WHEN CONFLICS ARE FOUND. OPTION 2: 1 x BUCK WINDOW NOTES: 1.) INSTALL WINDOWS PER MANUFACTURER INSTRUCTIONS & PUBLISHED EVALUATION REPORTS OR MIAMI-DADE NOTICE OF APPROVAL. 2.) PROVIDE FLASHING, WEATHERPROOFING, SEALANTS & CAULKING IN STRICT ACCORDANCE W/ MANUFACTURER SPECIFICATIONS. 3.) WINDOWS SHALL COMPLY WITH THE PROVIDED WIND PRESSURES. SCALE = N.T.S. RL F -- RICHARD A. KELLNER, PE-- FL#8774 DATE:'� - Z�/7 CD p QYQ Q T N col w ~O Z o Cl) ( LU 0 _�ovvi Iw- Q O � U o m cli M MM z 0 U) o w 0O r- o U) LL n n n = I=-UwC Q W Z m LL a r O o O a �rLu w U LL UJ w U LL1 O Z Q U) J Q LLl 0 J F" U 0 to O LLI ® 'finn Z V W 0 -� 05 m SHEET W4 OF 4 PROJECT NO COPYRIGHT 2015 W.F. MccAIN & ASSOCIATES, INC. THIS DRAWING AND ANY ELECTRONIC FILE IS PROTECTED BY COMMON LAW COPY RIGHTS AND MAY NOT BE REPRODUCED IN ANY WAY WITHOUT THE WRITTEN PERMISSION OF THE ENGINEER. CHANGES TO THE DRAWINGS MAY ONLY BE MADE BY THE ENGINEER; IF ANOTHER PROFESSIONAL ENGINEER ADOPTS THIS DRAWING AS HIS/HER OWN WORK, THE SUCCESSOR PROFEs§10NAL ENGINEER SHALLADHERE TO THE PROCEDURES OF 61G15-27 F.A.C. ANY OTHER CHANGES SHALL BE CONSTRUED AS AN INFRIGNMENT OF THE ENGINEER'S COPYRIGHT OR OTHER RESERVED RIGHTS AND MAY VOID THE INTEGRITY OF THE ENGINEERING DESIGN. 14-169B FOIISHED GRADE 4°° POWER 24" MINIMUM CONDUIT SECTION AA SCALE: N.T.S. REFER TO SHEET E-04 AND E-05 FOR REQUIRED MODIFICATIONS ELECTRICAL SITE PLAN SCALE: 1 "=10'-O" 10 5 0 10' 1 1 1 SITE ADDRESS 9400 S. OCEAN DRIVE JENSEN BEACH, FL 34957 LEGEND -- SYMBOLS: CONDUIT CONCEALED UNDERGROUND. 120/208V PANELBOARD HOME RUN TO PANELBOARD. NUMBER OF ARROWS INDICATE NUMBER OF CIRCUITS. HASH MARKS INDICATE NUMBER OF #12 AWG. 15 DRY TYPE TRANSFORMER, NO CONDUCTORS. NO HASH MARKS INDICATE 2#12 INDICATED KVA RATING. CONDUCTORS OR AS NOTED. SURFACE MOUNTED DUPLEX RECEPTACLE 20A, 125V MOUNTED ® PAD MOUNTED TRANSFORMER 12" ABOVE GRADE. jig SURFACE MOUNTED GROUND 125 ELECTRIC A.C. MOTOR NO. INDICATES HORSEPOWER FAULT DUPLEX WEATHERPROOF RECEPTACLE 20A, 125V, 3W - MOUNTED 18" ABOVE FINISHED SERVICE OR EQUIPMENT GROUND FLOOR RATED NEMA 4 WHILE IN USE. ABBREVIATIONS: A AMPERES MB MAIN BREAKER AC AIR CONDITOINER MIN MINIMUM AFF ABOVE FINISHED FLOOR MLO MAIN LUGS ONLY BKR BREAKER NTS NOT TO SCALE CB CIRCUIT BREAKER NEC NATIONAL ELECTRICAL CODE CU COPPER P POLE FBC FLORIDA BUILDING CODE PNL PANEL FPL FLORIDA POWER & LIGHT SPD SURGE PROTECTION DEVICE FVNR FULL VOLTAGE NON -REVERSING TYP TYPICAL GEN GENERATOR V VOLT GND GROUND WP WEATHERPROOF GRS GALVANIZED RIGID STEEL GENERAL NOTES: 1. CONTRACTOR SHALL SUPPLY AND INSTALL ALL NEW ELECTRICAL WORK INDICATED. 2. CONTRACTOR SHALL VISIT JOB SITE AND FAMILIARIZE HIMSELF/HERSELF WITH ALL CONDITIONS AFFECTING THE ELECTRICAL INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF. 3. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE, FLORIDA BUILDING CODE, CURRENT EDITION, AND SHALL COMPLY WITH ALL LOCAL ORDINANCES. 4. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND !NSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR THE EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. 5. ALL MATERIALS SHALL BE NEW AND BEAR UNDERWRITERS' LABELS. 6. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTED BY ENGINEER. LICENSED JOURNEYMAN SHALL BE PRESENT AT THE SITE DURING ALL ELECTRICAL WORK. 7. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED. 8. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE OF THE COMPLETED PROJECT BY THE OWNER. 9. NO OPEN TRENCHES WILL BE ALLOWED TO REMAIN OPEN OVER NIGHT, UNLESS CIRCUMSTANCES REQUIRE IT AND WRITTEN PERMISSION IS GRANTED BY THE OWNER. TRENCHING SHALL BE AS PER THE FLORIDA TRENCH SAFETY ACT. 10. CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE CITY AND/OR COUNTY FOR ALL REQUIRED INSPECTIONS. 11. SLANTED AND SHADED TEXT DENOTES EXISTING EQUIPMENT OR STRUCTURES. NON -SHADED TEXT DENOTES NEW EQUIPMENT, STRUCTURES, & WORK. 12. ALL CONTROL PANELS SHALL BE UL LISTED AND SHALL COMPLY WITH ARTICLE 409 IN ACCORDANCE WITH THE 2014 EDITION OF THE N.E.C. 13. MINIMUM WIRE SIZE SHALL BE #12 A.W.G. EXCLUDING CONTROL WIRING. REFER TO SPECIFICATION SECTION 16050 FOR CONDUIT AND WIRE REQUIREMENTS. 14. ALL UNDERGROUND CONDUIT NOT INSTALLED UNDER THE ASPHALT SHALL BE HAND DUG INSTALLED 24" MINIMUM BELOW GRADE. 15. CONTRACTOR SHALL VERIFY TYPE AND LOCATION OF EXISTING UNDERGROUND UTILITIES, INCLUDING IRRIGATION, GAS, TELEPHONE, DOMESTIC WATER & SEWER, ELECTRIC, ETC., PRIOR TO BEGINNING WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THESE UTILITIES. UTILITY DAMAGE BY THE CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR AT THE CONTRACTORS EXPENSE. 16. PROVIDE YELLOW WARNING/LOCATOR TAPE 12" ABOVE ALL UNDERGROUND CONDUIT LOCATIONS. LOCATOR TAPE SHALL BE "TERRA TAPE" SENTRY LINE 1350 OR EQUAL. CONFORMED SET 10620 GRIFFIN ROAD, SUITE COOPER CITY, FLORIDA 333 PHONE: (954) 448-793C C.O.A. NO. 6783 Stephen E. Bailey, P.E. Florida P.E. No. 42461 In CD cf) m CD N LIJ a.a, o <n 0 LIJuj LD w Z x LLJ Y U i H Q uvi 0 0 U MEN Z J a w® F., Z a —1 W Q J V 0 w Z F' Q V W ".J uj Z w o LLI 0® Z c) Q Z wa ��ai1111(1ll/�/ � 0 m CE F•,� N p ATEOF .:w 1 SHEET 14-169B TRANSFORMER METER ROOM EXISTING SINGLE LINE DIAGRAM 1� EXISTI NOTES: XICONDUIT TO BE ABANDONED. EXISTING WIRE TO BE DISCONNECTED AND REMOVED. 2� EXISTING ELECTRICAL EQUIPMENT TO BE DISCONNECTED AND REMOVED. �3 EXISTING ELECTRICAL EQUIPMENT TO BE REFED. SEE SHEET E-03. ® CONTRACTOR SHALL BE RESPONSIBLE FOR FOR PROVIDING STANDBY GENERATOR POWER DURING CONSTRUCTION. CONFORMED SET 10620 GRIFFIN ROAD, SUITE 2 COOPER CITY, FLORIDA 33328 PHONE: (954) 448-7930 C.O.A. NO. 6783 Stephen E. Bailey, P.E. Florida P.E. No. 42461 4 N E.egi� IF r, d W N 2 Q > Lu W W W 2 Q W U 0 0 0 N w U w W . N UZ Zw w w Z W " z W Q Z U� Oo U) w Z Q w 0 o a Z Q U U� U N Z 0 LL o N Q O Z Z TF II w J F5 0 z x W 0 N r7 M Q O C E1°�a w cr r, �0�r, LLLL r r rn QUw. m O < 0 a L W z t!J O w H uj O� � d z0 az wo U J 05 co SHEET O i L 14-169B 4-500KCMIL-4" FPL METER NO.1 7 FPL TRANSFORM =R IN VAULT 4-500KCMIL-4" FPL METER NO.2 0 3-350KCMIL, 1-350KCMIL N & 1 #2 GND-4" �1 NOTES: ATS-1 CONTROL MODULE (GEN START). !�2 ATS-2 CONTROL MODULE (GEN START). 3 TO ATS-2 CONTROL MODULE. ® MAGNETIC ONLY BREAKER 65,000 AIC. NEMA 3R SS. 0 GENERATOR NEUTRAL SHALL BE BONDED TO SERVICE ENTRANCE GROUND IN SERVICE ENTRANCE MAIN BREAKER. © APT SPDEE SPD GENERATOR IS A SEPARATELY DERIVED SYSTEM. ® RELOCATION WORK TO BE PERFORMED BY OTHERS. ELECTRICAL CONNECTION BY CONTRACTOR. O NEMA M � NEMA 1 200A,3P 65,000 AIC 6 6 I 4-500KCMIL-4" NEMA 1 WIREWAY WITH POLARIS TAPS 4#3/0-2 1/2" 4-250KCMIL-3" MB1 NEMA 1 250A,3P BARE COPPER GROUND GRID 3#3/0, 1#3/0 N & 1#2 GND-2 1/2" 3-250KCMIL, 1-250KCMIL N & 1#2 GND-3" SERVICE NO, 1 1 LB FURNISHED BY OTHERS. RELOCATED SERVICE INSTALLED BY CONTRACTOR ENTRANCE RATED FIRE PLIMP �CONTROLLER ATS2 350A,3P FIRE PUMP DISCONNECTING MEANS. MAIN BREAKER SET TO CARRY LOCKED ROTOR CURRENT INDEFINITELY MB2 350A,3P - #1/0 BARE COPPER TO GROUND GRID 350A,4P I I SINGLE LINE DIAGRAM FIRE PUMP POWER MONITOR 3-350KCMIL & 1/0 GND-3 1/2" 1 M FIRE PUMP (5)3-350KCMIL, 1-350KCMIL N & 1#2 GND-4" ® 350A,3P BREAKER GEN BREAKER NO.1 260A,4P L1 LC 1 #2 GND 1-250KCMIL N & 1#2 & GND-3" 3#2, 1#2 N & 1#6GND-1 1/2" 3-350KCMIL, 1-350KCMIL N & 1#2 GND-3 1/2"�5 6#14-3/4" GENERATOR CONTROL PANEL 300A,3P GEN BREAKER NO.2 200 KW, 120/208V,30,4W GENERATOR CONFORMED SET 10620 GRIFFIN ROAD, SUITE 20 COOPER CITY, FLORIDA 33328 PHONE: (954) 448-7930 C.O.A. NO. 6783 Stephen E. Bailey, P.E. Florida P.E. No. 42461 n ❑ CZ7 w Z ❑ Y U = W o Q cUn ❑ ❑ U N N O O O N M M O O Qo°0 Z ❑ r Z W O F: 0 OR um) :I xn N C� F 0) Q W x 0 0O CL L w o > LL w U 0 W Z J Z W O IL w n. SHEET OF 14-169B PANEL "LB" TO REMAIN. PROVIDE LABEL ON FRONT TO READ "PANEL LB" EXISTING A S TO BE DISCONNECTED AND REMOVED 3, !--- EXISTING PANEL "LC" 3,. TO REMAIN PROVIDE a LABEL ON FRONT TO READ "PANEL LC" PICTURE DETAIL N0.1 EXISTING ENCLOSURES TO BE REMOVED EXISTING WIREWAY TO BE REMOVED EXISTING POOL PUMP STARTER TO BE RELOCATED EXISTING AC TO BE DISCONNECTED, RELOCATED AND RECONNECTED BY OWNER. PICTURE DETAIL NO.3 EXISTING GENERATOR, MUFFLER AND EXHAUST PIPING TO BE DISCONNECTED AND REMOVED EXISTING AC TO BE DISCONNECTED, RELOCATED AND RECONNECTED BY OWNER. SEE PICTURt. DETAIL NO.3 EXISTING LIGHTING IN THIS AREA TO DISCONNECTED AND REMOVED GARAGE DOOR OPENER TO BE RELOCATED EXISTING DOORS AND WALLS TO BE REMOVED EXISTING FUEL TANK TO BE DECOMMISSIONED AND REMOVED EXISTING POOL PUMP TIMER TO BE RELOCATED EXISTING POOL PUMP STARTER TO BE RELOCATED. EXTEND WIRING AS REQUIRED SPLICE O NEW WIRING AND EXISTING WIRING IN J—BOX1. SEE DRAWING E-05 1 FOR LOCATION EXISTING PANEL —J "LC" TO BE REFED EXISTING ATS TO BE DISCONNECTED AND REMOVED EXISTING PANEL "LA" TO BE DISCONNECTED REMOVED AND REPLACED EXISTING PANEL "LB" TO BE REFED ELECTRICAL DEMOLITION PLAN SCALE: 3/8"=V-0" 12" 0 1 2 4' (�1 NOTES. PICTURE DETAIL NO.1 SEE �2 SEE PICTURE DETAIL NO.2 TANKLESS WATER HEATER CONFORMED SET N�EN 1E 18A/����� ��F'••��CENSF'• F` N .42 �'• E F 10620 GRIFFIN ROAD, SUITE 202 � F, E 14� COOPER CITY, FLORIDA 33328 c PHONE: (954) 448-7930 C.O.A. NO. 6783 Stephen E. Bailey, P.E. 0 0 Florida P.E. No. 42461 z 0 w Of r` 0 a � ❑ w cn oN LIJ � w Z � Y U 2 H 00 Q U) ❑ ❑ U Us z L . L W f— L_ Q4F U6 O U) Q� 0 z_ e U F LL I H N O OD m d w o o 0 �_r- K LL � N o = = C = F U LLJ w 0 m o 0 a w L w U i LL Lu w IU J 0 2 Lu Q ci w F— L) Lu J LJJ z V) 0 w �. 0 F Q z0 a Z wa 0.1 0S m E-04 OF 14-169B GEN ESTOP GCP 2#14-3/4" GEN SPACE HEATER I GEN JACKET — WATER HEATER GEN BATTERY CHARGER EXHAUST FAN EF-1 0 M X Cu m z STORAGE ROOM = 6'-0" X 10'-0" T EF-1 L1-14 2#14-3/4"L) m N w I a..00u�Off j U) a M PANEL L1 =� 0 z ATS-2 LD 3: U wui Q U TVz W 2 _ ❑ fn ❑ ❑ U GEN BKRS L1-9 L1-17 L1-37,39,41 fPANEL "LC' f GEN CP J L1-13 — GENERATOR JBOX1 NEMA 3R SS ENCLOSURE r'-�' I F- PANEL 'LB" LB— FPL METER — ---------- NO. 1 -::T - - - 1 0 BARE 5/8" X 20 COPPER GROUND COPPER GROUND (TYP) 0 ROD (TYP,2) GROUND TEST WELL — MB3 MB3 M81 0 d a a d 1 1/2" EMPTY CONDUIT ja MB2 ' FPL METER NO. 2- RELOCATED FIRE PUMP L1-2 MB1 ZR-M (RELOCATED POOL PUMP TIMER RELOCATED POOL PUMP STARTER 1 FANKLESS WATER HEATER RELOCATED FIRE PUMP CONTROL PANEL BY OTHERS UNDER SEPARATE CONTRACT ATS-2 v HYDRO - TANK L1-8,10,12-� I TANK L1 -15 I o L1 I o I I .o e I I I ® I ° I I STORAGE ROOM I � 149 r L1-2 F� I I 1.5 I L1-2 I JOCKEY PUMP IL FIRE ALARM PANEL. FURNISHED BY OTHERS INSTALLED BY CONTRACTOR L1-2 �1 JOCKEY PUMP CONTROL PANEL AND JOCKEY PUMP FURNISHED BY OTHER UNDER SEPARATE CONTRACT AND INSTALLED BY CONTRACTOR. LOCATED BELOW MAIN BREAKERS. SEE SHEET E-01 FOR CONTINUATION. ® EXISTING PANEL LB LOADS TO SPLICED AT THIS POINT. Us Zc U IW— Q U's Q : In U`- LL. i � N N O o rn M m z-0'0 0 LU i~OOrti LL ry 0 m: C� 03 U W x ' Q LUco O i W r 0 a LL w U LL Cr w H V w J w 11- u I z 4 — E 0 5 10620 GRIFFIN ROAD, SUITE 202 2G� IB � iry OF COOPER CITY, FLORIDA 33328 PHONE: (8-7930 C.O.A. . N 60. 783 Stephen E. Bailey, P.E. p q CONFORMED SET Florida P.E. No. 42461 a HSV � T P� 14-169B TYPE "Al" LTG - FIXTURE (TYP,S) m a i Q 1 R PANEL L1 ATS-2 L1-7 TORK 2101 PHOTOCELL E HYDRO- L_ — CUMULATOR TANK WP L1-7 L1-2 L1-2 TYPE "B" FIXTURE (TYP,3) L1- L1-2 TYPE "A" FIXTURE (TYP,4) a �co 0 w w `� ❑ N } �= Z Z Y W Lu LU ❑ ❑ U 10620 GRIFFIN ROAD, SUITE 202 COOPER CITY, FLORIDA 33328 PHONE: (954) 448-7930 C.O.A. NO. 6783 Stephen E. Bailey, P.E. CONFORMED SET Florida P.E. No. 42461 y w U Lu w in UZ Z a w W x Z � W Q z O 2 `n Q W C 06 Z J c u Q U F U N Z u C O F G j u 1, J 0 Q z Z Z O to 13, N M M COOF ❑Lo - 0 LU W w t 0 r'- C> In h ^ F- (=j `ur, 0)w xx m 0 Boa`` w z a J a 0 z J f1moy SHEET E-06 OF I ElIW:�L ^^LIMI 11T ^I ALAM �"2" STAINLESS STEEL CHANNEL 1 CONDUIT PIPE E-08 GROUND WIRE BOND BIND CIRCUIT CONDUCTOR IN EACH CONDUIT WITH NYLON STRIPS. ° COPE TYPE 'C' CABLE C RACK AND ARM #6 BARE TO STEEL CONDUITS AND STEEL COVER BOND WIRES. 9 5/8" X 20' GROUND ROD TRAPEZE ASSEMBLY P MOUNTIN N.T.S. CLASS H2O TRAFFIC RATED COVER AND FRAME. WALKWAY AND WALL MOUNTED D ETAI J ' n 2' X 2' X 4' OLDCASTLE PRECAST CONCRETE PULLBOX PVC END BELL FITTING SUITABLE FOR USE WITH SCHEDULE 80, AND SCHEDULE 60. MANUFACTURED BY CARLON ELECTRICAL PRODUCTS OR EQUAL. (TYPICAL) OPEN SUMP PULL —IN EYE OPPOSITE DUCT ENTRANCE GRAVEL QIKLUG TYPE "QDA" —� E LIGHTING FIXTURE SCHEDULE MANUFACTURER TYPE WATT DESCRIPTION INFORMATION 4'-0" LONG LED FIXTURE WITH DIE —CUT CLOSED CELL NEOPRENE GASKET SEALS/HOUSING. KENALL NOVA 1 N548 50 WATT 5000 K LED WITH DIMMINS CONSTANT LED DRIVER WITH PHILLIPS BODINE BSL310 SERIES Al 50 EMERGENCY BATTERY BACK—UP. U.L. LISTED SUITABLE FOR WET LOCATIONS. (7100)—LED OR EQUAL SAME AS TYPE 'Al', EXCEPT WITHOUT EMERGENCY BATTERY PACK. KENALL NOVA 1 N548 A 50 SERIES (7100)—LED OR EQUAL FULL CUT—OFF WALLPACK. DECORATIVE, DIE—CAST ALUMINUM HOUSING AND DOOR. TYPE III LITHONIA DSXW2 LED B log OPTICAL PRECISION LENS. 120V INTEGRAL BALLAST WITH 30 LED PLATFORM. 5000 K COLOR SERIES OR EQUAL TEMPERATURE EXIT SIGN W/CAST ALUMINUM HOUSING & ALUMINUM STENCIL FACE, BLACK BAKED ENAMEL BEGHELLI OR ® 5 FINISH, SEALED NICKEL CADMIUM BATTERY, SELF CONTAINED AUTO —CHARGING, WALL OR APPROVED EQUAL CEILING MOUNTED AS REQUIRED. 120V—AC, 12V—DC. CD U) w CD `" a W > > 0 LU Z 0 LLJ Y = FW o Q cVn 0 o v RECESSED HOLD 14-5/8" -I DOWN (TYPICAL) PRE -CAST CONCRETE o £ MECHANICAL CONNECTION I: ` e N � U LIFTING HOLE ° z i COURSE SAND OR CAST IRON COVER PEA GRAVELLLJ (OPEN BOTTOM) Q j U I 3" HIGH LETTERS GROUND WIRE O CAST IN IRON COVER U ' 05 ' COMPACTED Z GRAVEL BASE Q1 5/8" X 20' v COPPERCLAD 5 SECTION GROUND ROD GROUND TEST WELL FINISHED GRADE a Q d a d d Q00 d O O d O MOTOR NOTES: RIGID CONDUIT 1� ALL WIRES IN PULL BOX TO BE LABELED INDICATING CIRCUIT NUMBERS. SEE SPECIFICATIONS. O MOTOR FOUNDATION Q DO NOT SPLICE CABLES IN PULL BOXES UNLESS OTHERWISE NOTED. 3� PATCH CONDUIT ENTRY WINDOW WITH CONCRETE. 1 FINISHED SLAB #2 GROUNDING CABLE TO GROUND LOOP OR 3 PULL BOX D ETAI L SIMILAR SYSTEM GRID t 7--A —08 N.T.S. NOTE: THIS GROUND IS IN ADDITION TO THE GROUND FROM THE MAIN ELECTRICAL SERVICE. �\ MOTOR GROUNDING DETAIL NTS N.T.S. CONCRETE SLAB 3000 P.S.I ° d O O a ° d Q d a ° Q a CONCRETE SLAB DETAIL N.T.S. 9 ° CONCRETE SLAB NOTES: iv O GENERATOR PAD SHALL BE 12" THICK AND '- REINFORCED W/S 12' O.C. EA. WAY TOP AND ° IL BOTTOM. GC TO VERIFY ALL PAD SIZES AND T/PAD ELEVATIONS WITH THE VENDOR DRAWINGS AND MEP/CIVIL DRAWINGS. PADS SHALL BE A MINIMUM OF 4' ABOVE FINISH GRADE AND CONSTRUCTED ON COMPACTED SUBGRADE. (Z STRUCTURAL CALCS SHALL BE SUBMITTED WITH GENERATOR SHOP DRAWINGS. G.0 SHALL PROVIDE CALCS SIGNED AND SEALED BY A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. CONFORMED SET ��: •'�,�CENSF N .424 �0 5 F r .... . r � . I 3`/ r 1 10620 GRIFFIN ROAD, SUITE 203` d• COOPER CITY, FLORIDA 33328 PHONE: (954) 448-7930 C.O.A. NO. 6783 Stephen E. Bailey, P.E. O Florida P.E. No. 42461 0. AAA N rno ;o M m Z .- W p1LL 0� 0 o J > U) W ti ry O x x r �x I—ULij a Z C Q W xx O Q 0 0- W ; < -0 W U > K ? U I J F_ W p J U w U Lu Z cn 0 W ~ p 0p �a Z a Z Wp 0 �t SHEET E-08 OF 14-169B SYMBOLS NOTES O THERMOSTAT 1. WORK SHALL BE COORDINATED WITH BUILDING CONDITIONS ® SMOKE DETECTOR AND THE WORK OF OTHER TRADES PRIOR TO STARTING AN! WORK. �+1 VD VOLUME DAMPER 2. WORK IN THIS CONTRACT INVOLVES NEW BUILDINGS AND EQUIPMENT. ADJUSTMENTS TO DESIGN LAYOUTS REQUIRED I'Y FIELD CONDITIONS SHALL BE MADE AT NO ADDITIONAL COS" —® FD FIRE DAMPER TO THE OWNER. rev ER EXHAUST REGISTER 3. THE HVAC SYSTEMS IN THIS PROJECT ARE PROCESS COOLI JG SYSTEMS, WHICH ARE EXEMPT FROM THE REQUIREMENTS 0 - THE FLORIDA BUILDING CODE, CHAPTER 13 FLORIDA ENERG f RG RETURN GRILLE EFFICIENCY FOR BUILDING CONSTRUCTION. SEE SECTION 101.5.7 OF THE REFERENCED ENERGY CODE. �xy SR SUPPLY REGISTER WALL MOUNTED EXHAUST FAN �\ ROUND FLEXIBLE INSULATED DUCT SHEET METAL DUCT ELECTRIC UNIT HEATER ABBREVIATIONS A AIR GS GALVANIZED STEEL ACCU AIR COOLED CONDENSING UNIT GPM GALLONS PER MINUTE AHU AIR HANDLING UNIT HP HORSEPOWER ALUM ALUMINUM HW HOT WATER AFF ABOVE FINISHED FLOOR KW KILOWATT ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATING LD LINEAR DIFFUSER AND AIR—CONDITIONING ENGINEERS NTS NOT 70 SCALE BDD BACKDRAFT DAMPER OA OUTSIDE AIR BS BIRDSCREEN PCD PERFORATED CEILING DIFFUSER BTU BRITISH THERMAL UNITS PAC PACKAGED AIR CONDITIONING UNIT CFM CUBIC FEET PER MINUTE PSI POUNDS PER SQUARE INCH CD CEILING DIFFUSER PVC POLYVINYL CHLORIDE COND CONDENSATE RA RETURN AIR DB DRY BULB RG RETURN GRILLE DG DOOR GRILLE REF REFRIGERANT DN DOWN SEER SEASONAL ENERGY EFFICIENCY RATIO DS DISCONNECT SWITCH SP STATIC PRESSURE DIA DIAMETER SS STAINLESS STEEL EA EACH SR SUPPLY REGISTER EAG EXHAUST AIR GRILLE SMACNA SHEET METAL AND AIR CONDITIONING EDH ELECTRIC DUCT HEATER CONTRACTORS NATIONAL ASSOCIATION EUH ELECTRIC UNIT HEATER TG TRANSFER GRILLE EER ENERGY EFFICIENCY RATIO TYP TYPICAL EF EXHAUST FAN UH UNIT HEATER ER EXHAUST REGISTER UL UNDERWRITERS LABORATORY FD FIRE DAMPER WB WET BULB FRP FIBERGLASS REINFORCED PLASTIC WG WATER GAUGE FT FEET EXHAUST FAN SCHEDULE ITEM NO. N0. IREQ�D AREA SERVED [SHEET N0. CFM S.P. TYPE H.P. VOLT FAN RPM SONS VALUE GREENHECK MODEL N0. REMARKS CONTROL SET WHEEL DRNE PHASE EF-1 1 GENERATOR ROOM H-2 707 0.25" WALL PROP. DIRECT 1/12 1115 1550 5.6 SE1-10-440—D-1 EC,D,WH,T THERMOSTAT T = LINE VOLTAGE THERMOSTAT HONEYWELL T631 OR EQUAL EC = HI —PRO POLYESTER COATING r- ON FAN &ALL ACCESSORIES m CD N UJ TE = TEFC MOTOR a 1n D = INTERNAL NEMA 3R DISCONNECT SWITCH, MOUNTED AND WIRED. o WH = EC COATED WALL HOUSING WITH Z 0 Z Y W a J WALL ANGLES & MOTOR GUARD. o iL MALL HOUSING FOR FAN ,LL THREAD ROD, EXTEND UCTURE ABOVE. SECURE S FASTENERS. TYPICAL SS U—CHANNEL SUPPORT. TYPICAL. EXHAUST FAN MOUNTING DETAIL N.T.S. t1111 I1t QNEN E Ba No. 61 = Tyr 10620 GRIFFIN ROAD, SUITE 202 COOPER CITY, FLORIDA 33328 PHONE: (954) 448-7930 C.O.A. NO. 6783 Stephen E. Bailey, P.E. CONFORMED SET Florida P.E. No. 42461 �4 w w U D: W U� Z of w w _z W zw z f— w Z UW Oz z in 02 fn > Qz w 06 z z a Z� Q U U� U z z � o LL o V) j w z z z T 0 to rn N (0M W 0 0 0 O c~n LL 2 2 � rc—N rn U W x m O O d W W SHEET H-01 OF 14-169B INTAKE LOUVERED - DOUBLE DOORS WITH 24 SQUARE FEET OF LOUVERED AREA 6'W X 5'H EXHAUST LOUVER I GARAGE :�E 0 DOOR �:D MOTOR o� m z T EF-1 m SH GEN BKRS JLrB GEN CP n_ GENERATOR EF-1 700 CFM -1 SEE DETAIL FPL METER —_— NO. 1 — ;E ROOM X 10'-0" JBOX1 lil F- PANEL "LB" 2'X4' INTAX LOUVER u m. FPL METER NO. 2 RELOCATED FIRE PUMP m a PANEL L1 MB1 MB3 RELOCATED POOL PUMP TIMER RELOCATED POOL PUMP STARTER 1 TANKLESS WATER HEATER. IATS-2 v IN RELOCATED FIRE PUMP CONTROL PANEL 1 I BY OTHERS UNDER SEPARATE CONTRACT I HYDRO- CUMULATOR TANK I I I STORAGE ROOM J *HVAC WORK IN THIS AREA TO BE PROVIDED BY t� OWNER JOCKEY PUMP FIRE ALARM PANEL WP U! z i SHEET H-0A9 OF 14-169B PLUMBING SYMBOLS SYMBOLS DESCRIPTION L BOOSTER PUMP SYSTEM SPECIFICATION TWO PUMP VFD IRONHEART REMOTE TANK Water Pressure Booster System Furnish and install a prefabricated variable speed IronHeart water pressure booster system as manufactured by SyncroFlo, Inc., Norcross, GA. The system shall be capable of providing a controlled system pressure of 97 psig with flow rates from 0 to 220 GPM when suction pressure is 50 psig minimum, and 70 psig maximum, using 208 Volt, 3 phase, 60 hertz power. Each Pump shall deliver 143 GPM at 120 FT TDH (52 PSID) with 10 HP motor. (65% / 65% split) CODE COMPLIANCE All packaged equipment shall be independently Third Party labeled as a system suitable for the intended use by a Nationally Recognized Testing Laboratory in accordance with OSHA Federal Regulations, and NFPA Pamphlet 70, National Electric Code Article 90-7 MANUFACTURERS QUALIFICATIONS Pump system manufacturer must have no less than 20 years experience as a designer and manufacturer of domestic water pumping systems for commercial buildings. Manufacturer must have designed, built, and supported not less than 10,000 pump systems and been under continuous management for not less than twenty years. Manufacturer's testing instrumentation must be traceable to NIST standards. Include current certifications with substitution request. Manufacturer must be ISO 9000 certified. PUMPS AND MOTORS Pumps shall be single stage end -suction design with cast iron bronze -fitted or stainless steel construction, equipped with sleeve -mounted mechanical shaft seals and close coupled to a high efficiency motor with class F insulation. Pump designs that do not have shaft sleeves shall not be acceptable. Pump shall be fitted with single inside mechanical seal with carbon vs. ceramic faces, stainless steel spring and hardware and Buno-N elastomers. Pumps shall be selected closest to the best efficiency point. Motors shall be non -overloading at duty point. To protect the pump against overheating, provide a mechanical over -temperature protection device on the pump discharge that will divert flow to drain when water temperature exceeds 140 F. ISOLATING VALVES Provide isolation valves on the suction and discharge of each pump. Valves shall be lug style butterfly valves with hand lever operator rated for a minimum 200psig W.P. Valves shall be certified to NSF 61 drinking water standards. Gate valves shall not be acceptable. CHECK VALVES Provide a wafer style check valve to prevent back flow of water on each pump discharge. Check valve shall be manufactured from gray iron and shall be rated for a minimum of 200psig W.P. All contact surfaces shall be suitable for potable water service. PUMP SEQUENCING The controller shall optimize power consumption based on flow, VFD speed, and power consumption. As a backup, a factory set pressure switch shall sequence pumps when system pressure falls below the setpoint. Automatic sequencing shall include the following features: I. Flow sequencing, if a flow sensor is specified. 2. Power sequencing, programmable in horsepower not Watts 3. Pressure sequencing . 4. End -of -curve protection, based on pump differential, with 2% accuracy 5. VFD speed sequencing 6. Lead pump shutdown feature that can be enabled or disabled by the operator 7. Low -flow test feature testing pressure, power, VFD speed, and flow (if equipped with flow sensor), to reduce pump short -cycling, pressure swings, power surges, and motor wear. 8. Tank pressurization sequence to increase the energy stored in the tank prior to shutdown 9. Time clock to disable lead -pump shutdown during building occupancy. 10. Sequence shifting that adjusts the pump sequence when any pump is disabled 11. Successive and 24 hour alternation of equal capacity pumps 12. Pump overlap during 24-hour alternation 13. Lag pump exerciser function 14. Special sequencing to reduce surges during power restoration 15. Sequential sequencing of lag pumps 16. Minimum run and stop delay timer for each pump 17. Field adjustable time delay for lag pump pressure start signals 18. Field adjustable low suction pressure alarm 19. Field adjustable selection to enable / disable limited auto reset of low suction and high system pressure alarms *i1111:IerA&IIIILI(IRTIEVA; N' I III Provide a factory pre -charged, ASME code and NB stamped, HydroCumulator tank. Tank shall include a replaceable FDA approved Butyl rubber flexible membrane to separate air and water. No water shall come in contact with the walls of the tank. The HydroCumulator tank shall be shipped pre -charged to the proper design conditions. The tank shall be located near the top of the building, as indicated on the plans. Contractor shall install the tank and provide floor drain as required by the manufacturer for adequate serviceability. POWER AND CONTROL PANEL Furnish a power and control panel in NEMA I (minimur d enclosure complete with programmable controller, epoxy -coated backpan, operate r interface, individual pump through -the -door disconnects, and 120V control circuit transformer. The complete assembly shall have the UL listing mark for industrial ontrol panels. Provide circuit -breaker protection, not fuses that require replacement. The primary control power circuit breaker shall comply with UL file code 489 one the secondary circuit breaker with UL file code 1077. All components must conform to It.- IPIO finger safe design to protect against accidental contact. All internal power wl ing must be 90 C rated per UL508A. Size power wire in accordance with UL508A Table 28.1. Control panel must meet 65,000 SCCR Rating. 5.7"COLOR TOUCHSCREEN INTERFACE The touchscreen interface shall be flush mounted in the door of the control panel. The following data shall be accessible through the operator interface: I. System status including flow rate (GPM), current , ystem pressure and setpoint, pump run status, the current speed of the pumps (in % , and the method of speed control. 2. Usage history shall record the maximum instanton= ous flow, along with the date and time. Overall and current day totalized flow, puml starts, and pump run hours are also recorded. Usage history may be reset. 3. A Set Points Menu system for adjusting setpoints Display and adjust flow, pressure, differential pressure, VFD speed, power, minimum speed, lead pump shutdown mode, and tank pressurizer set points and time delays. I'estore to either factory defaults or the last saved field defaults. Protect adjustab a settings with a password. 4. Alarm History of the past 200 alarms. Each log shall include individual pump run status, system pressure and run setpoint, alarm t) )e and the date and time. 5. Alarm List of all possible alarms and their currer status. 6. Startup instructions and checklist. The HMI shall include a method for transferring data I. Alarms shall automatically copy to an installed ca ipact flash drive. 2. Include fault codes from the PLC and the VFD. 3. Copy usage data to the drive daily. 4. Data shall be stored in a text file, readable by m n-proprietary software. 5. HMI Software shall allow for program changes to the HMI and PLC to be transferred via the compact flash drive. PROGRAMMABLE LOGIC CONTROLLER The PLC manufacturer shall be clearly marked on the I ontroller, and non-proprietary. The PLC shall be installed on the control panel backpan, ni t the door, to protect it from damage. The PLC shall continue to function even if thi touchscreen is broken, damaged, or removed. VARIABLE FREQUENCY DRIVES Each pump shall have its own variable frequency drive tith the following features: I. Voltage source, GTR or IBGT power transistor ba ed inverter - PWM Type 2. Use a high carrier frequency to reduce drive and notor noise 3. Shall be capable of operating in an ambient temp :rature between 15 degrees F and 100 degrees F and a line voltage variation of les! than 10 percent. 4. Self protection features shall include: under voltag I and over voltage protection, current overload protection, short circuit protection power failure protection, ground fault protection, and over -temperature protection. 5. Include a four -digit LED readout to indicate the f plowing: drive enabled, output frequency, and all VFD fault conditions. 6. The drive shall automatically restart after any of Ile following: overload over -voltage, converter over -current, inverter over -current, or power failure. 7. The following drive parameters shall be user adju: 'able: acceleration speed (I to 300 seconds), deceleration speed (I to 300 sect ids), minimum speed, and maximum speed. 8. The drive shall have a front mounted "HAND-OFF -AUTO" selector switch and a potentiometer for adjusting drive speed in the "HA JD" position. 9. Minimum 1000,000 SCCR 10. The VFD shall use the following energy saving tel hniques a. Slows down the motor b. Reduce current c. Reduces voltage d. Evaluates 6 motor characteristics to further increc re efficiency II. The VFD shall communicate with the PLC with a AGITAL connection, with the following capabilities: a. Able to modify 300 different VFD parameters thr Hugh the PLC and HMI b. Read all VFD data and communicate it to the PL :, HMI, and write to the compact flash drive. c. BACNei Conn still available Install variable frequency drives smaller than 40 HP im de a NEMA I control panel, or provide dust protection to an externally -mounted drive. I" installing inside an enclosure, provide thermostat -controlled ventilation, size( according to manufacturer's instructions. PRESSURE TRANSMITTERS Digital pressure transmitters shall be connected to the suction and system headers. The transmitter shall have 1.0% accuracy, stainless steel wetted parts and a waterproof enclosure. Transmitter shall be IP67 rated, and capable of withstanding over pressurization of double its range. The transmitter shall use a digital 1-6 kHz pulse output that can be directly sent to a programmable logic controller (PLC) without requiring an additional analog module for measuring current. The transmitter zero set point must be capable of field calibration. INSTRUMENTATION Each system shall have pressure gauges for indicating suction and system discharge pressure, and control power light. All pump or header -mounted pressure gauges shall be 4Yz"glycerin filled gauges. All panel mounted gauges shall be 2 1/2"glycerin filled gauges. Gauges shall have a stainless steel case and crimp ring, copper alloy movement with the case connection sealed with EPDM 'O"-ring. Gauges shall be according to ASME B40.100, Grade A and shall have an accuracy of 1% of span. EMERGENCY CONTROLS AND ALARMS Furnish temperature relief valves at each pump, low suction, low system and high system pressure alarms, indication of first activated alarm, pulsing alarm horn with silence function, and individual alarm auxiliary contacts, time delays, and indicating lights. Provide backup sequencing and controls to provide temporary operation when the touchscreen or PLC is inoperable or removed. FACTORY PREFABRICATION The system shall be factory prefabricated. Furnish flanged schedule 40 suction and discharge headers, which can be reversed in the field. All branch and header wetted parts shall be minimum 304 stainless steel. The only field connections required will be to system headers, tank, over -temperature drain tube, and one incoming power connection at the control panel. All skid members must be properly designed structural steel members to adequately support the weight of the entire system and resist bending during transportation. To minimize leak points, all branch and header connections shall be flanged or welded with the only threads located at the pump discharge. FACTORY TEST AND CERTIFICATION The booster system and its component parts shall undergo a complete operational flow test from zero to 100% design flow rate under the specified suction and net system pressure conditions. This flow test shall be performed by supplying the control panel with the specified incoming voltage. Each pump's performance shall be tested over its full range of flow. All adjustments shall be set and all functions verified. Components shall be tested for hydraulic shock, vibration, or excessive noise. Any parts found to be defective must be replaced prior to shipment. Full documentation shall be maintained by the manufacturer showing flow rates, pressures, and amp draws for future service and troubleshooting. In the Operation and Maintenance Manuals, include an X-Y graph of system pressure -flow performance, when required. FIELD PIPING The contractor shall install the system adjacent to a floor drain sized in accordance with local code. This drain is to prevent building damage in the event of seal failure and to receive over -temperature protection discharge. The contractor shall pipe the temperature relief valve discharge line to the drain. To reduce the possibility of damaging vibration, the contractor shall install the pump system on a flat housekeeping pad, bolted and grouted in place. The pump system shall be piped with a bypass and isolation valves, and with flexible connectors at the header connections. SYSTEM WARRANTY The complete pumping system shall be guaranteed in writing by the manufacturer for a period of one year from date of startup or eighteen months from shipment, whichever comes first, against defects in materials and workmanship. Warranties and guarantees by the suppliers of various components in lieu of single -source responsibility by the manufacturer will not be accepted. The PLC, Touchscreen HMI, and VFD's shall also be warranted for 5 years by a single third -party. OPTIONAL EQUIPMENT The IronHeart system is available with several optional equipment that will enhance the performance of the system and customize it to your specific application. Please select one or more of the available options that is required for your application: • TEFC motors • NEMA 12 enclosure • NEMA 4 enclosure • Energy savings mode light (during high suction or tank operation) • Low level alarm in lieu of low suction (controls by others) • Electric purge valves • Split skid • Pressure transmitter on suction • Vertical configuration • Left hand connections • Electrical by-pass for ATL operation with relief valve M CD - - X 8 -SD- P VTR WC UR HL L-(No) HB SS OF EWC EWH GWH SH HS FD RD E) C.O.? -C.O. --0-- C.O. �I 773�7- �A.B,C,D COLD WATER (CW) HOT WATER (HW) SEWER (S) VENT LINE (V) RECIR. HOT WATER CONDENSATE DRAIN EXISTING PIPE CONNECT TO EXISTING STORM DRAIN (SD) PUMP VENT THRU ROOF WATER CLOSET URINAL HAND LAVATORY LAVATORY HOSE BIBB SERVICE SINK DRINKING FOUNTIAN ELECTRIC WATER COOLER ELECTRIC WATER HEATER GAS WATER HEATER SHOWER HAND SINK FLOOR DRAIN ROOF DRAIN GATE VALVE GLOBE VALVE CHECK VALVE BACK FLOW PREVENTER VALVE IN YARD BOX (TYPE AS NOTED) PRESURE RELEIF VALVE (RV) WATER METER ELBOW - UP RISE OR DROP CONCENTRIC REDUCER DIRECTION OF FLOW CLEAN OUT (RISER) CLEAN OUT WALL CLEAN OUT PLUGGED PIPE SHOWER HEAD PUMP W/FLOW DIRECTION FLOW SWITCH PRESSURE SWITCH WATER HAMMER ARRESTER WITH P.D.I. SIZE I. PLUMBING CONTRACTOR IS TO FURNISH AND INSTALL ALL PLUMBING FIXTURES COMPLETE AS LISTED IN "PLUMBING FIXTURE SCHEDULE". 2. PLUMBING CONTRACTOR MAY USE SCHEDULE 40 OR 80 TYPE I, GRADE I, POLYVINYL CHLORIDE PIPE FOR ALL SOIL, WASTE AND VENT PIPING WHERE PERMITTED BY LOCAL CODES. WHERE PVC PIPING IS NOT PERMITTED BY LOCAL CODES, USE STANDARD WEIGHT CAST IRON PIPING. ALL PIPING ABOVE GRADE MAY HAVE HUBLESS FITTINGS. PLASTIC PIPING SHALL NOT BE USED IN A RETURN AIR PLENUM. COORDINATE THIS REQUIREMENT WITH H.V.A.C. CONTRACTOR. 3. PROVIDE SHUT-OFF GATE VALVES ON ALL EQUIPMENT a HOSE BIBBS, 8 STOP COCKS IN HOT AND COLD WATER PIPING TO ALL PLUMBING FIXTURES. 4. ALL WATER PIPING BELOW GRADE SHALL BE TYPE "L" SOFT TEMPERED COPPER AND ALL WATER PIPING ABOVE GRADE SHALL BE TYPE "L" HARD TEMPERED COPPER. 5. INSTALL I" FOAM RUBBER INSULATION ON ALL HOT WATER PIPING ABOVE 8 BELOW GRADE. ALL JOINTS IN INSULATION ARE TO BE TAPED. 6. ELEVATION OF ALL FLOOR DRAINS SHALL BE HELD 1/2" BELOW FINISH FLOOR TILE. 7. ALL MATERIAL AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH ALL LOCAL AND STATE PLUMBING AND MECHANICAL CODES, INCLUDING THE STANDARD BUILDING, PLUMBING AND MECHANICAL CODES, NFPA, ASME, ASHRAE, ASA AND AGA. 8. THE SANITARY SYSTEM INCLUDES CONNECTION TO FIXTURES, RUNNING OF SOIL AND WASTE LINE AND SOIL AND VENT SANITARY SEWER SYSTEM AND/OR SEPTIC TANKS AND DRAIN FIELDS AND ALL ITEMS AS SHOWN ON DRAWINGS. VENT STACKS SHALL EXTEND THROUGH ROOF WITH LEAD FLASHING. 9. THE DOMESTIC WATER SYSTEM INCLUDES CONNECTIONS TO THE DESIGNED SYSTEM, CONTROL VALVES AND PIPING TO PLUMBING FIXTURES, INCLUDING CONNECTIONS TO EQUIPMENT FURNISHED BY OTHERS. 10. PIPE INSTALLATIONS AND MATERIALS SHALL BE AS REQUIRED TO MAINTAIN FIRE RATINGS WHERE REQUIRED BETWEEN FLOORS AND/OR BETWEEN UNITS. II. ARRESTERS SHALL BE INSTALLED WHERE NECESSARY TO PREVENT WATER HAMMER. 12. COPPER PIPING WHERE USED SHALL NOT CONTACT DISSIMILAR METALS OR MASONRY. PROVIDE ISOLATING BUSHINGS WHEN CONNECTING TO ANY DISSIMILAR METALS. 13. PLUMBING CONTRACTOR SHALL COORDINATE WITH ARCHITECT FOR DETAILED DIMENSIONS AND LOCATIONS OF ALL FIXTURES AND EQUIPMENT AND FOR ANY CHANGES IN LAYOUT. 14. PLUMBING CONTRACTOR SHALL MAKE ALL TEST AND ADJUST- MENTS AS REQUIRED, UPON COMPLETION OF WORK AND PRIOR TO FINA_ ACCEPTANCE BY OWNER. 15. AFTER COMPLETION OF THIS WORK, THE CONTRACTOR SHALL OBTAIN A CERTIFICATE OF FINAL INSPECTION AND APPROVAL FROM ALL AUTHORITY'S HAVING JURISDICTION. 16. ALL WORKMANSHIP, MATERIALS AND APPARATUS UNDER THIS CONTRACT SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE BY THE OWNER. PLUMBING DRAWING INDEX SHEET DESCRIPTION P-1 I PLUMBING Lt GEND, NOTES, a SPECIFICATIONS P-2 PLUMBING Pi AN ISSUED YES YES �a C Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 >0) 0 m � o v te a�// a u- 24 U W of E x a v� w O m O 11 z oN w w 0 w � z W_J O rnUJ Q W 47 Q >� 0 a w W z Ix z ro 0 w V F_0 a:Q O U = U w [� 0 3o j W � z F- I__ IAJ Q U n Z W o w U to U 0Z LU 0- O ° 0 rn ENGINEER SEAL 3. SVO 00 .-"!o E �v5 (�o } '982 cc c As ,toP�pP:���. fr��roA `O''N� A4ilto Eric J. Svoboda, PE P.E. No. 60982 UK ""CIKIRS, P `Ill" TK CO PM MID M "ES1= PRESEIRID HSh]N ME WEII OEr FM THE SPEf,61C PURPLE MO OMT T FOR PIERCE IMMERMG, MG M NRCN UY VERE PREPPFED, REUSE M IMWD'FR RSuPPSE OI TITRE OINEIITS VITIWT VRI NJIIQtI]ATIOi MID AOii"im! "r Fan PIERCE EIEOEX ERM., MC SHALL T V)ilpJl LIARILITr TR THE S R CO'YK=VM 6, FOR PORT£ OIGDEFRMG, MC ALL RRHIS RESERVE0. SHEET TITLE PLUMBING LEGEND, NOTES, SCHEDULES & DETAILS ISSUE DATE: 07-11-2017 DRAWN: EJS APPROVED: EJS If DRAWING NUMBER I NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT. SHEET I OF 2 16039-01 U) a W a U) Y W U) ¢ W Model 132 HydroCumulator Tank Features and Benefits 1. The vessel is ASME code (Section 8. Div. 1, UG 90 C-2) and NB stamped for 125 PSIG*. Maximum temperature is 240' F (consult the factory for higher temperatures). Nominal volume is 132 gallons. 2. The tanks shell is made of Steel. The bladder is FDA approved Heavy Duty Butyl. 3. The 100% draw down design of the tank prevents the bladder from rupturing at any storage volume or pressure within its ratings. This provides maximum water storage at all conditions. 4. The vertical design and bottom water connection eliminate water stagnation in the tank, making it ideal for drinking water use. 5. The specially designed distribution tube allows the tank to be fully pre -charged with air at the factory. 6. Water is kept inside the bladder while air is between the bladder and the tank shell. This keeps water rust free and protects the tank from corrosion. 7. Tank dry weight: 330 Lbs. AIR PRESSURE: - GAUGE 0-300 LB. SYSTEM CONNECTION 1 1/2"NPT 13 1/2" LIFTING RING STANDBY GENERATOR I Li 18" OVERHANG d � WV WV I I I ASPHALT PARKING LOT B E F H I J 1 I I I I PUMP a0• TNSK M / L PACKAGE 4' HEADER CONNECTIONS. BYPASS CONNECTION WITH CHECK VALVE. EDGE OF PAVEMENT f� f� C= PLUMBING PLAN D m u) Cn - 0 —44 ch 00 SCALE: 1/4" = 1'-0" 18" OVEi r1 NU, I UESUKIF I1UN Inventory # QTY, 1 DUPLEX IRUNHEART SKID 09-200-4428 1 2 110 HP PUMP/MOTOR 12-511-4010 2 3 2,5' x 4,5' 150-150# S770-025-0045 2 4 REDUCER SPOOL 2,5' x 15' 150-150# S771-025-0015 2 5 CHECK VALVE WAFER STYLE 2-1/2' 43-022-1024 2 6 2,5' x 7' 150-150# S770-025-0070 2 7 2,5' LUG ISOLATION BUTTERFLY VALVE NSF_42-447-3024 4 8 DUPLEX HEADER 4' x 2,5' S772-040-0024 2 9 DUPLEX PANEL STAND 42' X 36' 779-200-4236 1 t0 SYSTEM POWER AND CONTROL PANEL SF952-0100-208S 1 PLEASE ENSURE THE USE OF PROVIDED PIPE SUPPORT DURING SYSTEM INSTALLATION HYDRO TANK DRAWING BOOSTER SYSTEM DRAWING SCALE: 2:I SCALE 2:1 NOTES, 1. ALL DIMENSIONS SUBJECT TO CHANGE VnIWr HMCE 2 PURGE VALVE AMAIN LOW TO BE PIPED TO FLOOR DRAIN IN PROOOTY OF BLUSTER SYSTEM GY OTHERS) 3 SEE DATA SHEET FOR UH OR RAH (FADERS ENTRY/EKIT CONNECTION SYNCNIFLO PACKAGED PUMPING SYSTEMS COMPLY YRH OSHA REGULATIONS AND FEDERAL REGULATION 29 CAR 1910399, THE ENTIRE PACKAGED SYSTEM IS TIDRD PARTY CERTIFD34 PROPRIETARY DRAWING TIDE K IOLIIEIIr B HIE PiBFRIT 6 SyncroFlo �pF ppeLopv�ueop G[eeeu pl �0 p NIY VAY �cL 1il TE CDPMII' DUPLEX IRONHEART I 10 HP SlyncroRo 6)tl kst AFN Dtl -s,aas G 3♦ll - OAO MMRI - is UN Niel 4 1�22D110XXX-4H-XX-SWF55-3 (GENERAL NOTES: I. INSTALL NEW BOOSTER PUMP IN EQUIPMENT ROOM AS INDICATED. 2. FIELD COORDINATE EXACT SYSTEM CONFIGURATION a LOCATION TO ALLOW FOR PROPER PLACEMENT WITH NECESSARY SERVICE CLEARANCE / ACCESS IN ROOM & COORDINATE WITH FIRE PUMP INSTALLATION. 3. CONNECT PACKAGE HEADER PIPING TO BUILDING WATER SERVICE AND WATER SUPPLY THROUGH EQUIPMENT ROOM WALL. 4. INSPECT AND MONITOR EXISTING BUILDING PIPING UPON PUMP START UP FOR LEAKS DO TO INCREASED PRESSURE. PRESSURE REDUCING VALVES MAY BE REQUIRED ON LOWER BUILDING FLOORS TO KEEP PRESSURE BELOW 80PSI. CONTRACTOR IS RESPONSIBLE TO ENSURE INTEGRITY OF BUILDING WATER SYSTEM PIPING IS MAINTAINED WHEN PUMP IS ACTIVATED. ESPECIALLY AT INTERFACES/CONNECTIONS BETWEEN COPPER OR CAST IRON PIPE AND PVC PIPE. 5. SEE CIVIL PLANS FOR FURTHER DETAIL ON INCOMING / OUTGOING WATER CONNECTIONS. 6. SEE ELECTRICAL PLANS FOR ELECTRICAL CONNECTIONS. KEYNOTES: lO INCOMING 6' WATER - SEE CIVIL PLANS, 0 OUTGOING 6' WATER TO BUILDING SUPPLIES - SEE CIVIL PLANS. BOOSTER PUMP CALCULATIONS Building Elevation = 100 9 Pressure required at top = 50 PSI Type of structure is an apartment Total Fixture Units = 2368 Total Peak Load = 220 GPM Building static head = 43 PSI Building piping friction loss = 4 PSI Required system pressure = 97PSIG Minimum suction pressure = 50 PSI Maximum measured suction pressure = 70 PSI (65 PSI average street pressure) Differential (boost) pressure = 47 PSID E1'STEM DATA System Information Nominal Pump Information Model: 22Dnoxxx-4H-xxsWFls1 Pump#: 1&2 Design Flow rate: 286 Gpm Pump Type: CCES System Pressure: 97 Psig Construction: SS Min. Suction Pressure: 50 Psig Pump Model: A3U-40-160 Max. Suction Pressure: 70 Psig Design Split: 65 % Each Boost Pressure: 47 Psig Design Flow: 143 Gpm Control Valve: 2.5 In Pump Head: 120 Ft Pump Shutoff: 82 Psig Seal Type: Mechanical Motor Size: 10 Hp Headers: 4" SS Motor Speed: 3500 Rpm Configuration: Horizontal Motor Enclosure: ODP Connection: Flange Motor S.F. 1.15 Power Data Sliecial Comments Incoming Power Requirement: Tank Model: 132 Voltage: 30/60-/ 208 V Connection FLA: 68.7 A Wire Size: 4 G Control panel: NEMA 12 Panel SCCR: 10,000 PRESSURE SET POINTS Low System set at: Sys Pr - 5 Sig Low Suction set at. 5 )Sig Horsepower set at: 10 rc Shutoff Boost: 10 is d Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 w I` �0) � o v M Z Q J tea/ W LLJ U W o= E V] =a w � m 0 U) z w w w O z a/ J U CF ILI 0) W E� U E-' Q > U) �v x M W W z Z M U o w ~ w O moLd Z w wooU=U) ZL_4w IL CC o 0) Lu ENGCILNEER SEAL "E OF Eric J. Svoboda, PE P.E. No. 60982 SHEET TITLE PLUMBING FLOOR PLAN """" --"` 07-11-2017 DRAWN: I APPROVED: EJS DRAWING NUMBER P 2 SHEET 2 OF 2 16039-01