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HomeMy WebLinkAboutBUILDING PLANPAGE 1-26C REINFORCING ELEV SIZE STIRRUPS REMARKS S C NECh P S "m T. M., 8r. D TOP I � � � y v P TBi 8" x17 1 /2" PC 2 #5 2 #5 #3 36" O.C. I ; _O.l BEAM STIRRUP iPAC iv ,,a OVERRIDES hE BEAM REQ ,i fAENTS TB2 8" xl2" MIN PC 2#5 2 #5 #3 J 24" O.C. RAKE - VARIES TB3 8" xl 6' CMU #5 #5 14'-4" B 1 8" X 12" PC 2 #5 2 #6 #3 J 4" O.C. 11 '-0" 1/3 TO ENDS STIRRUPS 4" OC - REMAINDER 12" OC 2 8" x 12" PC 2 #5 2 #5 #3 / 12" O.C. 11'-0" B3 8" X 26' PC TO TOP OF 2 #5 2 #5 2 #5 #3 / 4" O.C. 11'-0" BEAM CONT. W/ TIE BEAM -ADD STIRRUPS ABOVE OPENING WINDOW LINTEI BELOW. - 1/3 TO ENDS STIRRUPS 4" OC - REMAINDER 12" OC B4 8" x 20" PC 2 #5 12 #5 #3 / 6' O.C. 11'-8" 1/3 TO ENDS STIRRUPS COG - REMAINDER 12" OC 8" x 20' PC 2 #5 2 #6 #3 / 3" O.C. 1 P-8" 1/3 TO ENDS STIRRUPS 3' OC - REMAINDER 12" OC L1 8" x8 PRECAST LINTEL FILL SOLID W/ TIE BM POUR BOTT OF LINTEL AT WINDOW HEAD HGT LINTEL LENGTH SHALL BE MAS OPNG PLUS 8" ( BRG) EA SIDE e 4" 46 KSI ST'L TUBEI COL - 2 PART URETHAN SEALANT FULL PERIMETER 1/2"RIGID /DENSE WRAP �. PERIMETER � y L ' EPDM WRAP PERIMETER 1 CON 1 N l< LEVNL BASE PLATE AT r 8"___ I ✓ I � GROUT -COAT NON INK LEVE i BELOW SLAB 4.3/4" DIA. X 8" .B. W/ 2'' HOOK AND NUT & WAS ER #5 TOP AII���,BO T tr -�- -�- SEE FOUNC�'PLA ------------------------------------ O U v0 >OOO D('�n'`q'-' p° aDaQOpp°�oC. �uj O CJC�/1C� ��C��D� °�a �� °—�_� C��%� CJO/�°��C�°Ca oC� _� C�� C Q STEEL COL BASE PLATE SCALE: 3" = 1'-0" u_ J�l51/2 ,r 51/2" y I-1-L2+ trf FL TRUSS W/ PANEL POINT AT CENTER I I I I 3 PLY TRUSS' I I I ! - 0 C L COORD W/ TRUSS DESIGN I I I 13/16" DIA. BOL I HOLE I d TYP 2"_ - 4" - 1 1 /2" I I I I 1 /4" STL PLATE E BUCKET t I I I 0 BR'G I I I 1 NOTE: ALL BOLTED CONNECTIONS SHALL. BE WITH 3/4" DIA THRU BOLTS, WASHERS AND NUTS 1 /4" ST'L PLATE ' f ST'L TUBE COL STEEL COL BUC SCALE: 3" = 1'-0" I Y ' BE 9 STEEL COL BASE P SCALE: 3" = V-0" ST'L TUBE COL CENTER ON 12" X 12" X 3/4" ST'L BASE PLATE W/ BITUMINOUS COAT'G AT CONC. FULL/CONT. 1 /4" FILLET WELD TO COL. 4.3/4" DIA. X 9" A.B. W/ NUT & WASHER TYPICAL: TYPICAL: TYPICAL WINDOW HEAD UNO: DESIGN LL = 40# /SO. FT WD TRUSS 24" OC 7 :12 SLOPE TIE BM EXTEND DN TO WINDOW HEAD HGT W/ 8" DESIGN DL = 20# /SQ. FT 1'-6" OVERHANG PRECAST LINTEL L1 POURED CONT TOGETHER MECH EQUIP TOP CHORD SUSPEND = 250# / UNIT r TB2 JACK TRUSS 24" OC W/ FIETAL 12 11 JACK TRUSS 24" OC W/ HETAL 12 FULL GABLE TRUSS 24" JACK WT J TRUSS 24' OCW 2 TYP. OVERHANG '\ tW _--GUTTER 62 � j T i iJB2 GUTTER O I 1 1 1 11 HGT I o; OC SS - FULL GABLE AL 24 M GT, C W HHETL I I I I I I I I I I III I 1 1 1 1 1 1 I 1 1 I II 1 I 1 1 1 I I I I I 11 MGT GIRDER TRUSS _ ----__ ---------- ---_ _ ___ _ -------- «2X6FLAT EASIDE OFWH — - — - — - - 1 ---- I PORT STUDS LAP AND -1— T OT�D , II I I I II I I I I 11 --11 — - — - — - — - — - — .- - 1'L R — — — - — 11 I 1 11 1 1 1 ------ I� - ------------- "`--- - -: �---- 4'X2 IC ---II 4J1X47�1/4" TLC L I 1 1 1 n ACC S 11 VOORp -----------_—_ _ _.�—_..- ----11 SLOE WI TRUSS PLY5 1 1 I 1 n -----------.— — , -------iClti 1 1 11 1 1 1 1 11 ------ SHA"DED AREA: 11 '-� I I II 5/8 GY D 1 , lr - — - — - — - — - — - — ATIIC TRUSS 7R_ - — - — 11 1 1 1 1 I TAID DAFTI 11 MECIt E t11P. _II ST CL FIN TO — - — - — - - _..--- -- ------ N I I I I I Ro�FDCK I II 4 ___--___—_— _—_ _—_ � of � 1 I II 1 I I I Ir• — — - — - — - — - — - —,------_ -- — - — - — - — - — - I I I II I DRIFTSD�aFI IL------ _I1 , GIER (RUSSi 11"Cl ----- - 1, . — _ �+++,a—� _—_—_— I1(�, I I I 11 I 1 I 1 11 ---------- ---- I11` 41X4X11/4"�TLC�L I 1 I�—'----- - -- -------------_— - — _ — ----- CIOOR�DBUCKETf�IZE / u T USS LYS � ------------ ---- --- ---- -- I Il I I I I r I — — 11 I I I II I I I I---- - — - — - — - — - — - — - --- ---- - — - — — ------ — �� - -_—_—_ --_— -- 1 MGT GIRDS Russ------ -- -- ---- --- --- I I I I III 11 �I I I n I � �3N 1 1 1 11 1 11 I 1 I 1 l_ a--- I III I MGT MG T I 1 HGT 1 Od B3> I _ GUTTER *4)B4 � -- GUTTER ~ O Jm!' ��m; co 3: 780#UP QuaQ ---------- ------ ~1OQB Ja J J - J TYP. OVERHANG TB2 -- - --- T61 --- r JACK TRUSS 24" OC JACK TRUSS 24" OC W/ HETAL 12 alA W/ HETAL 12 T61_ TBI FULL GABLE TRUSS 24" OC JACK TRUSS 24' W/ HHETAL 24 OC W/ HETAL 12 m u C O 0 w Lu W w J J oa 0 N O L rn T Q O `r 1 O O a E: >` U J ' 0 N 0 N o O�1 CL JOB # DATE b/ 10/19 SHEET � �; T61_ TBI FULL GABLE TRUSS 24" OC JACK TRUSS 24' W/ HHETAL 24 OC W/ HETAL 12 m u C O 0 w Lu W w J J oa 0 N O L rn T Q O `r 1 O O a E: >` U J ' 0 N 0 N o O�1 CL JOB # DATE b/ 10/19 SHEET � �; - GRAB BAR BOBRICK B-5806 42/36 - TOILET TISSUE DISPENSER BOBRICK B-4388 - GLASS MIRROR 24 "W X 48" H - GLASS MIRROR FULL COUNTER LENGTH X 48" H - SOAP DISPENSER BOBRICK B-8263 - CLOTHES HOOK EA WC PARTITION BOBRICK B-211 - TOILET SEAT DISPENSER BOBRICK B-221 - PAPER TOWEL DISPENSER BOBRICK B-262 - SANITARY NAPKIN DISPOSAL BOBRICK B-35139 - WASTE DISPOSAL BOBRICK B-279 HAND DRYER XLERATOR - ACCESSIBLE RESTROOM SIGN CONFORM TO FBC 2017 CHAPTER 11 @ 60" AFF QUARTZ COUNTERTOP W/ 3" 90° SQUARE RETURN FRONT W/ ANGLED GUARD PANEL, COLOR TO BE SELECTED BY bWNER TOILET PARTITION SYSTEM BOBRICK DESIGNER HPL 2040 SERIES OVERHEAD BRACED W/ BRUSHED STAINLESS STEEL HARDWARE ACCESSIBLE BATHS -Access route to bathroom, door to bathroom and hardware to bathroom door to be accessible. Threshold to be maximum 1 /2" high. Door closer to 5 LB pressure maximum. • Provide clear floor spacer of 60" diameter circle or a "T" shaped space, 60" square with 36" legs. The clear space at fixtures and controls, the accessible route and the turning space may overlap • Water closets shall be located 18" from a side wall or partition. The height of the toilet seat shall be 17" to 19". -provide two grab bars able of restraining 300lb. load. Side wall: 42' long minimum, 12" from back wall Back wall: 36" long minimum, centered on toilet,. Grab bars to be 33" to 36" above finished floor. Flush control to be 44" high maximum, on side of toilet. -Dispensers: toilet paper dispensers shall be on the side wall below the grab bar and a maximum of 19" high and 36" from the rear wall. Dispensers shall provide continuous paper flow. • Urinals shall be stall -type or wall -hung with can elongated rim and 17" maximum high, Urinals shall have a clear space of 30" wide by 48" deep minimum. Flush control shall be 44" high, maximum force of 5 Ile on flush control, • Lavatories sholl extend 17" minimum from wall. Clearance of 29" minimum shall be provided from finish floor to bottom of apron. knee clearance of 27" minimum shall extend 8" minimum under the edge of the lavatory. Toe clearance of 9" shall be provided for the full length of the lavatory. A clear floor space of 30" by 48" shall be provided in front of the lavatory. The clear floor space shall adjoin or overlap an accessible route and shall extend a maximum of 19" underneath the I lavatory. Hot water and drain pipes shall ' be insulated. There shall be no sharp or I abrasive surfaces under lavatories. -Sink shall be mounted with rim surface no higher than 34" provide knee clearance of 27" high, 30" wide and 19" deep ' minimum. Provide other clearances and insulation as per lavatories.. • Faucets shall be operable with one hand with a force no greater than 5 lb. -Mirrors shall be mounted with bottom edge 40" high maximum, all other dispensers shall have controls at 48" high maximum. 4.15.1 Drinking fountains or water coolers required to be accessible by 4.1 shall comply with 4.15. 4.15.2* Spout Height. Spouts shall be no higher than 36", measured from the floor or ground surfaces to the spout outlet. - --------------------------------------------------------------------- LIMIT OF TRUSS BOTT 6" SOUND BATT 01 TYP. WD DR CASING DETAIL C.T. FL FIN W/ SLOPE TO FL. DRAIN -7^ I SUSP, ACOU. PANELS i I CT MIRROR I C >� S.S TOWEL DISPENSE / WASTE V. QUARTZ AL GUARD L, SLOPED 606 Ali 0 r)i )1 lYrin 117, 11 /I A! i (Yi rIl (K1 Yy 1( !r tr�i ( {fir pl r'f,i ii 1 flri iP rC Ir I I Ili �I '���"n �i {�I li ii i��1!�� 1 li ��I �i �lri �� ill r� I I Il l�l�' i. Y.�i���a'� OLG W/ SOUND INSUL CL'G W/ SOUND INSUL < -WALLS W/ SOUND INSUL WALLS W/ SOUND INSUL [7 NOTE: PROVIDE 5/8" M.R. r TEMPER ` GYPBD VALVE AT 5/8" M.R. r HOT WATER GYPBD C.T. �MIRROR LAV;T6 2" MAX 'k MIN 3'-0"X11/2" DIA. W ', a 1 1/2" DIA. - GRAB BAR —__- _'_ GRAB BAR —=2- TP -)r i ! o� a� TOILET PAPER HANDICAP TOILET SEE FLOOR PLAN FOR ACTUAL SIZES CLEAR FLOOR ,�_ ? b'=--- FREE STANDING SPACE r4 i n k„ rt vi 2:,6� ""' *a_ir,: % iy is 1 �� TP M MAX z �i o in [7 N I { a 8"MIN 6" MAX SPOUT HEIGHT & KNEE CLEARANCE ---------------------------n ---...EXTEND WALL FRAME TO.. BOTT OF TRUSS LIMIT OF TRUSS BOTT . 6" SOUND BATT n S ;x 1 SUSPs ACC)LI—PANEL$ i C.T. FL FIN W/ SLOPE TO FL. DRAIN A4 -- ....... .......... .. -_-_______-____ EXTEND WALLS TO BOTT OF LIMIT OF TRUSS C SOUND BATT' TRUSS BLKG AS NEEDED BOTT � "XXXX��X' --� t aK ------------ •---- ------ ------ - ----- - ` --- X SUSP ACOU. r,X PANELS SUSP. ACOU. PANELS IRROR - ! DPE C.T. _ P RTITIONS / L— IRS.AND S.S. MIRROR , al HARDWARE TILT PER INT. UARTZ COUNTER SELECTION o HI LOW - DRINKING - QUARTZICOUNTER FOUNTAIN OP, SUPPORT' o: TOP, SUPPORT 7 �J y 1 - L � 6' W.QUARTZ VISIIAL 1 'GUARD PANEL, O b - -- / -- -' 01, Xl —7- 31 r 1 1 ' C.T. FL FIN W/ SLOPE 6" S.S. PART, SUPPORT 9" GAP FREE STANDING NG TO FL. DRAIN FL BASE (TYP) PARTTTION !�3 LIMIT OF TRUSS BOTT C SOUND BATT w - 1 I 9" S.S. PART. SUPPORT - C.T. FL FIN W/ SLOPE FL BA E S (TYP ) TO FL, DRAIN A3 4" MTL r�TJdDSr----- —4-MTL----------------------------- \M--4„MTL-------1 `' STUDS STUDS xxzxr�xzzzz_� z��x �x zxa u.axz x cx_xxzzax_�x_K sit � r ;�� _ rrYY x rY rx x r Yw r�� r r r • 5.2x6" WD STU ,, ti r +. T k 4"' MTL GANG NAIL At ,, w� f; �«r�"iy ^�- "r ,e m°"t' `��?�„ �I o� STUDS I WI WH BRACK ;; ar'ttti 3 �,!r L/ �RCA335-97 TO a F- ATTIC ACC1 S JAN. SINK STL JOL. T1:uLzr," �X I 6' MTL { STUDS f a �1 4 -. I A9 3 2 BELOW 0 0 SLAB 1 DRAIN "n � :OJT I STUDS; n FL DRAIN 4 CXXX. All 2" BELOW 0"-0" SLAB 6'MTL N KIT STUDS \ (( c - _ \ 6" MTL I 2'-6STUD NOTE: �`-- ALL BATH WALLS / CL G FILL W/ SOUND INSUL - T yr, .dI FOAM GAP OF 5' 0" _ — NOTE: ALL l it ACCESSORIES / PARTITIONS / ; ,ANCHORS DRS TO BE HDPEI I �I SERVER 1 A9 I_ STORAGE'I CT FL FIN ) CT FL FIN 2 `? T.DISPOSAL 6" MTL STUDS - I NSE T,DISPENSE / T.DISPiISPOSAL QUARTZ THRES _ LU HOLD COORD ---- - ----------- I > 2D W/ TILE,FIN f `� - — -- - ----- 3 4 I V) LuLU �c _. ._ .._.-.i 6" MTL - cn \ 4" MTL STUDS = J m \ QUARTZ THRES ( _ HOLD COORD STL C`T'L C� 4" MTL W/ TILE FIN -- STUDS STUDS 'STUDS Q 5'-4" -- - 3.-a„ - - ---- 4'-5" _. --- . _ 5'-1" - -- -----------------J 0 O .0 Enlarged Bath Plan T Q lI SCALE: 1 /2" = 1'-0" U I 4— CL m 3 Z O • O A, YoC/ 00 LL N U ` / Q) J N N O +- LO O- IL T e IISE IUSTICAL ) AS GRID JUZl CIVUCU VVIIPI IL 1,7A VVIKC rKUIVI VVUUU IKUJJCJ REFER TO MEP DRAWINGS FOR SPECIFICATION OF LIGHTING. O ill �M W 3 L W m N Q� N > L � NO 4 O O V) > w oc �° 1 JOB # DATE 61101 SHEET A IC i m 2x4P.T.N RECESSED ALIGN TRII WINDOW SCALE 3"= 1'-0" STUCCO FIN 8" W. CONC BM 2 x 4 P.T. BUCK W/ SHIMS ANCHORED W/ 1 /4' DIA x 3 1/4" MAS SCREWS 12" OC AND AT ENDS W/ 2 CONT. BEAD OF SEALANT AND EXTERIOR PERIMETER SEALANT. BUILT-UP STUCCO HEAD W/ PVC CORNER REINF AND DRIP gy WED COL;PPED AS DESIGNATED MANUF FOR 165 MPH WINDS STUCCO FIN - FILL CMU CELL SOLID 2 x 4 P.T. BUCK W/ SHIMS ANCHORED W/ 1/4" DIAx 3 1/4" MAS SCREWS 12" OC AND AT ENDS W/ 2 CONT. BEAD OF SEALANT AND EXTERIOR PERIMETER SEALANT. CONT. VULCUM SEALANT COVERAGE CMU JAMB/ BUCK BUILT-UP STUCCO JAMB W/ 2 x 4 P.T. �ECESppNAILERIV PVC CORNER REINF ALIGN TRIMOAT f WINDOW SCREWED/CLIPPED AS WINDOW FRAME DESIGNATED BY WINDOW MANUF FOR 165 MPH WINDS WINDOW JAM SCALE 3" = 1 ' - 0 " 2 x 4 P.T. NAIL RECESSED TO ALIGN SILL AT WINDOW FRP 0 all I E DESIGNNAT DIBY WINDOW SCREW AS WINDOW SI SCALE 3" = 1 ' - 0 " MANUF �I 1------5/4" WD BULLNOSE SILL W/ APRON SEALANT BED AT BUCK AND WINDOW RAISED SILL W/ 10° SLOPED TOP SURFACE W/ EDGE REINF. SM. FIN CONT. VULCUM SEALANT COVERAGE SILL/BUCK ---- FORMED AND POURED SOLID CONC ALL SILLS 2 x 4 P.T. BUCK W/ SHIMS ANCHORED W/ 1/4" DIA x 3 1/4" MAS SCREWS 12" OC AND AT ENDS W/ 2 CONT. BEAD OF SEALANT AND EXTERIOR PERIMETER SEALANT. u 2 x 4 P.T. NAILI CASING AND TRIM 5/4" WD PLYNTH BILK a ADA IN M, FL FIN, E 3"= 1'-0" S 5> 1 /2 iRINK GROUT AS ' 7 FOR THRESHOLD OOR SILL 4LE 3" = 1 0 " a U Q ,,--64, FASCIA FASCIA RAKE ( l� ZONE 1- USE 8d RING SHANK NAILS AT 6" OC (field) 6" OC (edge) 0 ZONE 2- USE 8d RING SHANK NAILS AT 6" Ott (field) 4" OC (edge) \\ 3 ZONE 3- USE 8d NAILS RING SHANK AND CONT. CONSTRUCTION ADHESIVE BEAD AT 3" OC (field) 3" OC (edge) - - STUCCO FIN 8" W. CONC BM 2 x 6 P.T. BUCK W/ SHIMS ANCHORED W/ 1/4" DIAx 3 1/4" MAS SCREWS 12" OC AND AT ENDS W/ 2 CONT. BEAD OF SEALANT AND EXTERIOR PERIMETER SEALANT, CONT, VULCUM SEALANT COVERAGE CMU JAMB/ BUCK BUILT-UP STUCCO HEAD W/ PVC CORNER REINF AND DRIP DOOR FRAME SCREWED/ CLIPPED AS DESIGNATED BY WINDOW MANUF FOR 165 MPH WINDS DOOR FRAME DRILLED & SCREW AS DESIGNATED BY MANUF FINISH FLUSH CONC. ENTRY SLAB 4' v N FASCIA KOUF NAILINILi PATTERN N1S WORSE CASE: 88' TOTAL TRAVEL DISTANCE 0 N 165 mph - 22 foot mean roof height design per FBC 2017 U • Wind Pressures designed for Enclosed Structure m • Basic Wind Speed - 165 mph - 3 second gust • Building Risk category-2 R • Wind Exposure - C g • Internal pressure coefficient - +(_) .18 a • Components and Cladding - 22 feet mean roof height ° • Roof slope range 0-30 degrees (0 : 12 to 6 :12) E • ALLOWABLE LOADS Vasd a WORSE CASE 3 ZONE AREA PSF 1 10 22.2 - 35.3 a 2 10 22.2 - 61.5 3 10 22.2 - 91.0 = OVERHANGS 3 1 10 0.0 0.0 0 2 10 0.0 - 77.9 3 2' 10 0.0 - 0.0 0 3 10 0.0 -121.0 3' 10 0.0 - 0.0 4 10 38.6 - 41.9 m 0 5 10 38.6 - 51.7 0 SEE WINDOW AND DOOR SCHED o FOR ZONE 5 = 3'-0" FROM EDGES m WA m 3 Z L N -C .� mD75 'L C L.L Q► N ' V Vf � O 0 V, } DC °` C 3- JOB # DATE 6 / 10 /19 SHEET CJ1 CJ3 - CJ5 A01I — A02 _ A03 ;-- A04� -- A051 -- A08 A08 A08 — A08 A08 -_ L"O;" A08 A08 A08 - A08 A08 A08 - A05 A04 A03� A02 =_ A09 CJ5 CJ3 CJ1 16'8"3 U U U 11'4"10 NO D03 NC. RAKE BM D03 DO N — r` 16'11"3 ziV02 y V01 10 CJ5A v 0 QJ AJ --- - --- No BOf D LA 2 AJ BOf N r M B02, N IL d r d r B01 _ J N 12' D J - — -'��QLr-'—// ' ' D, ---_— ----- D rW4/ N / — --- - PAO N D P603' -, - - ' PB93' /' ,' ' / ' ,' ,' g o 0 0 o a a Co a- ate. (L ' pB04' ,' /' ,' /' ,' Mo ,' ,' ,' ,' > PSO IJ - LAD i 1N VO1 j — D -- __ ____ N ----e VO2 -- — _---- 1\ O /D, a L J ao T � L Q J ro � a L J ao L Q M, L BOf A B02-' V03 -- — L J rA B02' VO4 > V05 m o B02� / -- -- > — CJ5A 08 - r` V09 AZ�zzz,�ZZZZZVIInVAMlIA77-IrIl;lI z 11A11X11)12j_>< �Izgyl , fV 12'2"3 2071 1� Im L0 Q U U U NO CO2 CONC. RAKE BM AA Q 5 20' C2 CJ1 CJ3 U U U N- N--.}1-.- N N �d v CJ3`o v co N C) in M Q Q Q Q Q Q U U U CA "' �U� ` BRIG. 20' CA CJ3 CJ5 J7 J7 J7 J7 J7 J7 J7 J7 J7 CJ5 CJ3 CJ1 k) in * NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO / LEDGER CONNECTIONS BY BUILDER. c Cc (UNLESS NOTED OTHERWISE) a t 0 ° d / wmC a a a E '0 > * NOTE: ALL CEILING DROPS BELOW BEAM ARE 12 a BY BUILDER. (UNLESS NOTED OTHERWISE) = m g m o a° ny m * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW 7 « .0 P o 4 d 9 m 2 TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING Ca o m L — -- E ~ m DESIGNER IS RESPONSIBLE FOR THE STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE 2 o -am 8 a o c° h INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR F � v GRAVITYAND UPLIFT LOADS. o � o Y 2 � T Wo e 8 a d g 7 w a m a a$= FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 ¢ mom o c t m 6 AND/OR ENGINEER OF RECORD. ° L c c 6° c a €' m 2 m m n° C C W OtoC REPRESENTS THE LEFT SIDE �O a o"o •� OF EACH TRUSS DRAWING �, a ° s 1'-6" TY P END c E a O ff« 3 y C� m N 'ca 0. N t a m W ( NOTE: REFER TO SIMPSON CONNECTOR V a r 2 1 c= E m 8 w- 2 E o rn cm CATALOG FOR INSTALLATION DETAILS) E o w m - 2.y DETAIL c l-r o -_a 2; m 'a a m o= 2 m m° YERIFY ENIF DETAIL IS BUILDER TO VERIFY ALL CLOUDED NOTES A LUS24 H HHUS46 Q GTWS2T a;> `_ « N E B LUS26 J THA426 R--- E'cco�,sw C HUS26 K MUS26 S - - - « m 2 U� D HUS28 L THJA26 T --- E HHUS26-2 M HUS28 U --- U� °La�'m g w 1 CM no F HHUS28-2 N--- V--- 0 E m `moo' m m G LUS46 P MUS28 --- d 2 o t 2 E m' O m -..:. C r O « j HBB HANGER BY BUILDER BBB BEAM BY BUILDER ° �c 2 i4 M3 a° r Lm. _ � c � ad o m o c cL`t n yak c Z LSTA12 @ TC & BC * NOTE: LSTA STRAP M o' C a C 0 p 'g c INDICATED TO BE USED IN m m a'- E E m c m Zt LSTA12 @ TC CONCORDANCE WITH rL d M ,Zb ~DM;LZL D m , LSTA12 @ BC CORNERSET DETAIL. = lw s!" �o ° � LOADING ROOF FLOOR WIND LOAD = 0 E « o LIVE LOAD 40 ASCE 7-10 ma o o€ a p ~= DEAD LOAD 10 - 165 C U cCmnom 3„- p LIVE LOAD 0 Residential - CAT II m 0 We a s a �O �02wmmmumQ ux H= s M pp DEAD LOAD 10 - Closed ° `o r , c o o � m io�mcv��`gz TOTAL LOAD 60 FBC 2017 RES ¢ R a a o N c DURATION FACTOR 1.25 - TPI 2014�° r c c m am o a N E m C m y 0 0 M REV DATE BY REMARKS m .2 N -a 6 Ui 8 3 tM 1 3tymC2mmtM N - O a n,c m 4 0 8« o m am m �'" w UIQ v'Z"j 15 C Wit« --< _ __/__/____ _ o m S w E E y an.1 °-'ct�0. oof .I _ N I- U a M 2 M« m 'i 0CN9ac'aEo-o mmF'cWID � r } N C 3 m m « C _m!-O c 2.2 m O l0 . m j It is understood that above ❑ APPROVED m = °'d a a ^ 3 a c a�c.mcd� P/ conditions have been reviewed & m co,; o .a « L F are acceptable for the fabrication ❑ APPROVED AS NOTED w _ ° w" mc $ m C m'G at trusses, elevations pitches, °� � m « m �' � � E overhangs, fascias,ceiling ❑REVISE AND RESUBMIT m o O a m o } 8 w "m w m € = elevations/pitches, bearing , _ m nw E a conditions & all detail pertaining ❑ REJECTED V y 76 m o o = wn•cm°oa < to this truss placement plan. No � 2 ? m . w 2 ; o back charges will be accepted c to « 2 a a 2 m o 2 without previous written approval DATE 0C.g 1M.E 0M g , N from an A-1 Roof Trusses E E s 46 a representative. °o REVIEWED BY 8rW— ` cmC o o o c o PLAN DATE ARCH: --/--/---- STRUCT:-/--/---- a a = ° — .) d t ®a m ~ c r CUSTOMER ANDERSOM-MOORE ; ° t ` .S A w ° _ 1 te a— 0Q.G c a c U wyZOma15mvm j 0 d« 0 E a a y o E m a 8 mn H JOB NAME RESERVE REALTY BLDG a 8 .� .c �\ c o" o oaa H 46M 'a 'ii 'H a ID D - �` OPTION(S) m m m L 8~ p,'� A i- C a m a c m w o - f} a� o m ° P£ crnI� COMMUNITY o or.00 y c a. o 0 /LOT# 0 „=w M [7 c Q 1/��1 " �'8 N g C 2 „- N ( 7 0 U ..m. m m C F O N `w/ CITY PORT SAINT LUCIE m mo o 0 m t r p€ W b m 0 C C h O m COUNTY ST LUCIE s° ° c C3� z N m H « m§ "cm' � � m � m BLDG. BLDG. m m c c a do o TYPE # 8t y� E m'ta n/ jFrF•'y7j�dylj m °°m 06 LWa A C JOB # 79067 MASTER M15° N a =.°-aiU a8 dm S DRAWN SCALE F'm ° ` m DATE 12/23/19 1— -a CB NTS °z=m0f"'aO Za m m a o y m r' mmxEoa o n c a! .0 E 8 c m Q m cro'.-« � c3z7 Z€0. a2H82a�b� A-1 ROOF i m a M« o. TRUSSES gL�CaNN- U-O�mc2° a02` �_�_ A FLORIDA CORPORATtOP! m 0 c m d a 3 .m° `o Ph 772-409-1010 / Fax 772-409-1015 .__ c ° s a m m._ http://www.altruss.com W «m W Um a8._? o m 0 0 U 0 c U U C U N L U U m 0 c m c O 1[ T "F T a c C T%T F, IR 0 T DIVISION ONE -GENERAL REQUIREMENTS DIVISION THREE -CONCRETE • • Code Data. DrawinqIndex.OFFICE 1-1 Interpretation of Plans -The Architects services does not include supervision 3-1 Concrete -Structural concrete shall develop a minimum strength of 3000 psi s of construction. The Architect divest himself of the responsibility of the work, errors at 28 days. All concrete shall be ready mixed and in accordance with ASTM C-94. or emissions resulting from the interpretation of the plans. If the Contractor believes Maximum allowable slump to be 5". All slabs to be 3000 psi at 28 days. Water shall he has discovered errors or omissions in the plans the Contractor shall notify the not be added on site without record and compression test of altered mix. 0 • 3310 SQ FT Architect in writing for clarification before continuing work. o T 1 -Title Sheet NEW BUILDING c 3-2 Scope -Provide all structural concrete, filled cells, slabs, beams, footings,o 1-2 Applicable Standards - All work under this Contract, or Sub -contracts shall equipment pads, drives, walks, etc. as shown on drawings or as needed to OCCUPANCY CLASSIFICATION: BUSINESS ( B ) conform to recent editions of local, state and national codes, ordinances and complete job. /q 1 - F I O O r P I a n regulations pertaining to the work, FBC., A.C.I., A.N.S.I., A.S.T.M., O.S.H.A., etc. TYPE IIIB TYPE OF CONSTRUCTION: 3-3 Reinforcement - reinforcing bars shall conform to ASTM specification A615. 1-3 Scope of Work - Contractor shall furnish or provide for all items, articles, latest edition, including supplemental requirements and shall be grade 60. Splices A2 - Elevations - East & West NO - materials, operations or methods listed, mentioned or scheduled on drawings and/ in concrete, lap bars 42 bar diameters. Splices in masonry, lap bars 48 bar FIRE SPRINKLE SYSTEM: w or herein specified, including all labor, materials, equipment, and incidentals diameters. At corners, make horizontal bars continuous or provide corner bars. Bars A3 - Elevations -North &South 1 0 intersecting at re-entrant corners shall cross, with each ending at the far face ofNUMBER OF BUILDING STORIES: necessary and required to perform and complete work as shown in drawings and/ g go or herein specified or as required for a completed project. the wall with a standard hook at standard cover unless noted otherwise on the drawings. Around openings and steps in walls, provide (2) #5's extending 2' 0" A4 - Building Section BUSINESS FL AREA : 3310 SQ FT 1-4 The drawings were design per FBC 2017 beyond edge of opening or step. Horizontal bars at the top of the beams shall be a • Wind Pressures designed for Enclosed Structure spliced only at midspan between columns and horizontal bottom bars shall be COVERED ENTRY AREA : 305 SQ FT 0 • Basic Wind Speed - 165 mph -3 second gust spliced only at column centerline. A5 - Store Front Elevation • Risk category- II TOTAL FL AREA: 3615 SQ FT s • Wind Exposure - C 3-4 Concrete Formwork - Adequate and safe design of formwork and shoring is A 6 - Wall Sections the responsibility of the Contractor. Sleeve slab and footing as required for 1-5 Verifying Conditions - Before commencing work, Contractor shall verify mechanical and electrical. measurements and conditions at building site. Any differences between actual A /7 - Foundation Plan OCCUPANCY CAPACITY: B 33 measurements and those shown on drawings shall be submitted to the Architect in 3-5 Crack Control - Provide 6x6, 10/10 gauge welded wire fabric in all slabs, writing before proceeding. walks, and drives Also provide "Fibermesh" (1.5 Ibs per cubic yard) crack control additive per manufacturer's specifications in all building slabs and monolithic A8 - Roof Framing Plan 1-6 Permits - Contractor to provide all permits and fees as required from footing. saw cut slabs within 5 days with 3/8" deep control joints max 400 sq.ft government agencies. square or rectangle or at inside corners. A/Q - Bathroom Plan / Elevations 1-7 Surveying - Owner to provide original survey and sewer application. 3-6 Vapor Barrier Membrane - Provide .006" polyethylene vapor barrier beneath Contractor to provide all surveying as required during construction and shall verify building slab. A 1 0 - Reflected Ceiling Plan all set backs and elevations. MAX. TRAVEL DISTANCE: 3-7 Minimum concrete cover -Slab - 3/4" 1-8 Coordination - Contractor to provide for all coordination required between Exposed unprotected concrete - 1 1 /2" Al 1 - Details ( 300 FEET ) 80FT sub -contractors and prime contract. All chases, cutting, patching, etc. as required Formed concrete above grade - 1 1 /2" PLUMBING FIXT REQ to be coordinated by Contractor. All patching shall be done to the satisfaction of Formed concrete below grade - 2" M 1 the Owner. Uniformed concrete below grade - 3" ( 1 PER 25 EACH SEX) 3 3-8 Expansion Bolts- where required shall be located at a min of 5 bolt diameters W 1 (D 7C) 1-9 Job -site -Contractor to maintain a neat and orderly job site. Individual sub from the concrete edges and spaced a min of 10 bolt diameters U.N.O. EO. l - Electrical Specs z O contractors to clean up after completion of their work. Final clean-up inclusive of NUMBER OF EXITS REQ all finishes polished without dirt, grime, prints, mold, bugs, etc... for absolute clean DIVISION FOUR - MASONRY before owner move -in to be provided by Contractor and approved by owner. E2.1 - Lighting Plan 2 _ 4-1 Unit Masonry -Concrete block units to conform with ASTM C-90. Provide � 1-10 Workmanship -All work executed at job -site to be performed in a first-class shapes and sizes required to complete the work with a minimum of cutting and E3 1 - Power P I a n a 0 and workmanlike manner in accordance with latest accepted standards and piecing. Provide reinforcement of the types shown on the Drawings.d) m practice for trades involved. Only workmen experienced in a work type to be C performed will be allowed to work. 4-2 Mortar -Provide mortar type "S" conforming with ASTM270. E5.1 - Main Electrical Riser Diagram PLUMBING FIXTURE MEN$ WOMENS N N 1-1 1 Change Orders -Changes in work to be accomplished or materials to be 4-3 Grout - Provide grout in accordance with ASTM C476. MO 1 - M e C h a n I C a I Specs OCCUPANCY i a)furnished shall be done by owner approved. LM � 4-4 Execution - Except as shown on the Drawings, lay up the concrete masonry TOTAL 63 1-12 Temporary Facilities -Contractor to provide for temporary water, power and units in running bond, tooling all joints except where scheduled to be stucco. M2.1 - Mechanical Plan W C/LAV WC /LAV N O sanitary facilities as required by work.4) 4-5 Horizontal Joint Reinforcing B 33 17 = 1 / 1 17 = 1 / 1 1-13 Protection of Work and Property - All material and equipment shall be 1. Truss design, minimum 9 gauge welded steel wire, 0.8 oz. hot dipped zinc M6.1 - Mechanical Details properly protected and kept in clean condition. All work shall be kept to the limits coating. Reinforce horizontal joints continuous with vertical spacing of 16". MEWS URINAL 1 SUBSTITUTE 1 WC 50% -1 PROVIDED of the property and protect neighboring property and landscape. All pipe ends 2. Masonry contractor shall provide 9-GA "Ladder" type "Dur-O-wal" horizontal and parts of equipment left unconnected shall be capped or plugged. Any work joint reinforcement at alternate courses (16" c/c), typ, all walls. Dur-O-wal shall be PO-1 - Plumbing Specs N or equipment that is damaged shall be repaired or replaced as required at no cost continuous, with a minimum splice of 6". Provide prefab tees and corner sections Z to Owner. as required. All lintel reinforcing bars shall extend not less than 24" beyond each P2.1 -Sanitary Plan O side of all openings.N 1-14 Testing and Laboratory Services - Inspections or tests required by code, > ordinance or as indicated herein or on Drawings shall be the responsibility of and 4-6 Miscellaneous Masonry Anchors - Fabricated from 16 gauge steel sheet or w paid for by Contractor. 3/8" steel rod, with hot dipped galvanized coating. P3.1 - Domestic Water Plan 1-15 Substitutions - Any substitutions or approved equal substitutions will be 4-7 Fill Masonry Cells - @ door and window jambs and sills solid with mortar or ----------- submitted in writing to either Owner or Architect for approval. concrete. 1-16 Conflict of Information - if information is contradictory with different DIVISION FIVE - METALS instructions for the same aspect, contractor must report to architect. One I_ information must not be used as more important as the other. the architect will 5-1 Miscellaneous Metals - Contractor shall furnish and install, or furnish for other review and revise for the correct information. trades when required, all miscellaneous metal, steel, and metal fabricationsLU o including, but not limited to, hangers, anchors, bolts, plates, supports, lintels, > 1-17 Guarantees -General Contractor to provide owner with all manufacturer brackets, and other miscellaneous items necessary to frame or support the Work. N supplied guarantees at end of job. General Contractor and all Sub -contractors to Q' provide one year guarantees on building and all systems and equipment supplied 5-2 Coordinate Metals - Metals in contact with each other must be selected to � -. by contract for one year after Certificate of Occupancy. Any required repairs will avoid dielectric decomposition or supply adequate separating material between = be made without charge to Owner for materials or labor in this period. Air the two different metals. Metals/fasteners exposed to weather shall be stainless JOB # conditioning refrigerant cycles to be guaranteed for five years from CO. steel unless noted otherwise on the drawings. 6 / 10, Q DATE P SHEET 0 N U T I Q 0 U ALL EXTERIOR WINDOWS EXCEPT FRONT ENTRY STOREFRONT W/ MUNTIN DESIGN SEE 3-A5 VERIFY WINDOWS MASONRY OPENINGS WITH MANUF. REQUIREMENTS GENERAL WINDOW NOTES — ALL WINDOWS SHALL BE CASED. ALL CASINOS SHALL BE NOMINAL 4" FLUTED WITH ROSETTE AT INTERSECTIONS AND ALL PAINTED SEMI —GLOSS — WINDOW EXPOSED HARDWARE SHALL BE OIL RUBBED BRONZE FINISH 613 . MATCH WITH ADJACENT BUILDING STYLE HARDWARE Wios 3'-10" 3'-1 2" 6'-6' 3'-1 2' L, 4'-0" z --3'-41 2" 4'-51 1 2" 6'-8" 3'-1 2" 4'-0" NOTE: 4" DIA D.S. DISCHARGE IN UNDERGROUND PIPE TO REMOTE 4" D.S. 4" D.S. I I O 1 I I 4" D.S. 4" D.S. BUBBLER - TYP ALL D.S. COORD W/ LANDSCAPE GRADING PLAN N O - - .- 12 -- r 1' 0" IN 1'-6" 3'-1 2" 6'-11" OFFICE M OFFICE OFFICE OFFICE 109 ° 108 107 106 A: 125'sq ft A: 89 sq ft A: 91 sq ft A: 87 sq ft 0 10' 0 9'-7" _.. 5.3 - _ 9'-7" 8'-5" 8'-4" r 450 OFFICE r I d o 105 A: 71 ft 3 ----- sq s � O _ n —---— — —— — — — — —— _„\ p�\� WH SUPPORT o, 45° l q x� ALIGN ATTIC ACCESS 2„\ W/ DBL CLG PANEL i OFFICE CD x AND TRUSS CENTER �' CASED' 110 JAN x - w C1 OPNG A: 91 sq ft Q 115 O IA:25 sq ft- �. ev -9 1 2" FL FL < II TYP.INT. I ODRAIN DRAINO � CASE DET. I"N = ICOPY k 9 n ry AS a I '' _ - I A; 139 sq ft r an o k I EQUIP Lj a* I 116 ,".... y. - �l No IA:47 sq ft 1 MEN " WOMEN 1, 117 a II x1t- A: 133 sq It A: 143 sq ft w CE x � _$EF INT DESIGN' OFFICE 104 A: 135 sq ft 00 450 Al-1,, OFFICE n 103 A: 90 sq ft OFFI I DWGS FOR OFFICE O a 1 y , COUNTER/ Y, 102 20.,.x_.r , - 3- 3,..., * A: 93 Sq, ft A: 91 sq ft CAB. DESIGN ►IN 5'-1" N-11" 5' 4" 3'-0" 4'-5'' 5-1" c> C1 CASED 111-101' 1 4'-11" 1015 - - - - b i -2" OPNG o i. O �— ————————— — — — — —" , A9 v i — �r 450 ALIGN _9 0" CORNERS .. HALL � $ 45 A: b51 5gft t'✓' ,..:D ELECTRIC V SERVICE CASED j RECEPTION OPNG - 114 CONFERENCE A:98Sgft CONFERENCE CONFERENCE 112 2 N 100 _1 Lo -1 07 188 ft NT DESIG DWGS A: 1'84 sq ft A: 182 sq ft — Sq FOR COUNTER DESIGN 00 yne:.; ,�.',� CASED 12'-0" OPNG 13'-7" N _ 8' 0" 1 1 ` 5" 1'-7" LOBBY �, i F`T 113 z 0o A: 182 sq ft C2 0 ADA C2 THRESHOLD NOTE: 4" D.S. (� 4" D.S I _ [ F ] 4" D.S. (� (� 4' DIA D.S. DISCHARGE 114 �•J `•,� ! ( t `}�� `•✓ `�✓ UNDERGROUND PIPE TO REMOTE p E ` G ( ! BUBBLER - TYP ALL D.S. C ORD W/ I I LANDSCAPE GRADING LAN I! !I 3'-4" 6'-1" I 16'-7" 13' 0" ' �" 6'-l" 2'-10" 7'-7" 6'-1" Ii M II II Z II I I 0 I I C4 ALL EXTERIOR BLOCK WALLS CL I STONE VENEER TO MATCH SHALL HAVE FILLED CELLS PER i ` J ADJ BLDG COLOR AND COL. SCHED. OR AS NOTED Floo Plan SCALE: 1/ " - 1'-0" "' _— --—— — — — — —— STYLE TYP. I OF 4 L---_------__— ____---_— C3 1 7-A„ C3 20' 0" 12'-6°_. SEE 4-A6 11' I,J VI m 3 Z 0 O LL V U / J N O N Q� O I� +- ` cit 01% CL U) O V) Iu w oe w w cz OB # TE 6/10/19 o, c u T SPEC. continue.. DIVISION SIX - WOOD AND PLASTICS 6-1 Lumber - All lumber permanently incorporated into the structure shall be air or kiln - dried and shall contain not more than 19% moisture. Elevate and cover lumber on site to protect from moisture. All lumber and plywood shall be identified by grade stamps. 1. Min allowable flexural bending stress for beams shall be 1500 PSI at normal load duration. 2. Min allowable horizontal shear stress for beams shall be 90 PSI. 3. Min allowable modulus of elasticity for post or beams shall be 1,500,000 PSI. Framing lumber to be # 1 or better, minimum Fb=1200 PSI. All general framing members; blocking, bracing, and nailers, shall be Group 2 lumber, kiln -dried 2x6's minimum Fb=1100 PSI, 2x4's min. Flo 1800, provided as required, or where noted. All studs to be straight and true. Provide blocking at all windows and sliding glass or french doors for drapery installation. 6-2 Furring shall be 20 go steel hat channel, installed as required using shims, if necessary, to provide a true planer surface for finish materials. Ceiling is to be shimmied for smooth gypsum board finish where gypsum board finish is required. 6-3 Wood in direct contact with concrete, masonry, or soil shall be pressure treated with the requirements of the standards of the American Wood Preservers Association. 6-4 Wood Trusses 1. Wood trusses, beams and Roof systems by truss company, shall be designed and certified by a Florida Registered Structural Engineer. Shop drawings complete with structural load reactions must be submitted for approval and verify anchors stated on drawings . Installation and temporary field bracing shall be in strict accordance with manufacturers specifications and applicable codes and standards. Approved galvanized truss anchors shall be provided at each bearing. Installation shall separate bottom chord of trusses from concrete (where applicable) with either 30# felt or SBCCI approved galvanized or stainless truss seats. Truss manufacture shall supply architect shop drawing sheets of designed truss with bearing loads and uplift loads for review and approval prior to manufacturing. 2. Provide 2 x 4 bridging at 8' - 0" c/c at the bottom chord and as otherwise called for on the truss shop drawings. Adequate bracing and bridging shall be used during erection of the trusses to prevent collapse or damage to the trusses. 3. Supports for top chord or ceiling hung mechanical equipment and other items supported by the wood trusses shall be attached to the trusses at panel points. The general contractor shall coordinate the installation of those items and assure that provisions are made in the design of the truss by manufacturer for the concentrated loads imposed and dimensional size / weight of the equipment. All dynamic (with moving parts) shall be spring hung absorbing sound transmission and movement. 6-5 Field Measurements - Truss manufacturer to take measurements in field as required to verify or supplement dimensions on drawings and assume responsibility for fit of wood trusses. 6-6 Wood in direct contact with concrete, or masonry shall be pressure treated with the requirements of the standards of the American Wood Preservers Association. SBX Sodium Borate pressure treated wood shall be used against concrete or masonry that is not exposed to water or exterior elements. Alkaline copper (ACQ-C/D) or Copper Azole (CBA-A or CA-B) shall be used for exterior applications. \ A /e Wood in contact with soil shall be marine grade treated. �y Y Y SCALE: 6-7 Rough Carpentry - Select material so that knots and defects will not interfere with placing bolts or proper nailing. Produce joints which are tight, true, and well nailed, with members assembled in accordance with the Drawings and with pertinent codes and regulations. Lumber may be rejected by Architect or Owner, whether or not it has been installed, for excessive warp, twist, bow, mildew, mold, as well as for improper cutting or fitting. All wood stud walls shall be 16" on center unless noted otherwise and shall be straight, true and plumb to a tolerance of 1 /8" in 10 feet. Ceilings to be shimmied as required to level to 1 /8" in 10 feet. Provide blocking as required for installation to support all finish or trim items. Provide blocking above all windows and sliding glass doors for installation of drapery hardware. Comply with "Fastening Schedule" of the F.B.C. 2017 edition and other fastening requirements contained in the pertinent regulations of governmental agencies having jurisdiction. 6-8 Finish Carpentry Interior trim to be paint grade poplar as shown on drawings, with painted finish. Unconditioned areas shall have all wood primed all sides. All doors and windows to be 4" fluted wood jamb/head cased painted per drawing. All rooms (excluding bathrooms) shall have 6" wood base trim. The profile shall match the same size and style of the adjacent building trim and approved by the owner. Bathrooms shall have coved ceramic the base as selected by owner. Produce joints which are true, tight, and well nailed with all members assembled in accordance with the drawings or directed by the owner. Make joints to conceal shrinkage, miter exterior joints, cope interior joints, miter or scarf end -to -end joints. Install trim in pieces as long as possible, jointing only where solid support is obtained. Finger joint not allowed if stained finish. Sandpaper finished wood surfaces thoroughly as required to produce a uniformly smooth surface, always sanding in the direction of the grain. No coarse grained sandpaper mark, hammer mark, or other imperfection will be accepted. 6-9 Metal fasteners, clips, holddowns - All model numbers are per Simpson Strong- Tie Company, Inc. If an alternative manufacture is used - submit allowable loads, capacities to the architect for approval. 6-10 Sheathing 1. Roof Sheathing - shall be 4' x 8' x 5/8"(min.) CDX plywood. Install the panel's long dimension perpendicular to the framing. Sheathing fasteners shall be 8d hot dipped galvanized ring shank nails unless noted otherwise: Zone 1 - 6"o.c. at edges and 6"o.c. at intermediate framing Zone 2 - 4"o.c.. at edges and 6"o.c. at intermediate framing Zone 3 - 3"o.c. at edges and 4"o.c. at intermediate framing use 8d ring -shank nails and adhesive within 5' of a gable end. 6-12 Metal fastener materials Standard (G-90) treated metals may be used on untreated, Chromated Copper Arsenate (CCA-C), or Sodium Borate (SBX) treated wood only. ZMAX (G-185) , Hot Dipped Galvanized (HDG), or stainless steel treated metals must be used in Alkaline copper (ACQ-C/D) or Copper Azole (CBA-A or CA-B) treated woods. ;t Elevation /4' = 1'-0" ©.'.'_ I W G 000 �7_E] It BLDG 3 0 w LU w LU w x 0 Qf J J 24 m 3 Z 0 } D ._ a O O 00 � N 0 0 0 J L , } H O N t U 11 V) Z O V) w JOB # DATE 6110119 SHEET 0 DOOR SCHEDULE GENERAL DOOR NOTES MATL I ORIENTATION I PRESSURE + 36.0 / -39.3 PSF + 38.0 / -41.3 PSF DIVISION SEVEN - THERMAL AND MOISTURE PROTECTION REMARKS LCN PUSH SIDE HEAVY DUTY closer, pQ�nic bar and passage lock exterior PUSH / PULL PLATES W/ MTL TOE KICK WEATHERSTRIP AND LCN PULL SIDE M D. DUTY closer LCN PUSH SIDE HEAVY DUTY closer, (panic bar and passage lock exterior PUSH / PULL PLATES W/ MTL TOE KICK WEATHERSTRIP AND LCN PULL SIDE M D. DUTY closer 7-1 Waterproofing - Coordinate waterproofing with other trades and make provisions for their work to avoid cutting and patching. 7-2 Insulation - Provide Icynene Insulation system for total insulation. A min. of 9" thickness shall be applied to the underside of the roof sheathing. Protect all exposed surfaces from overspray. Guard against bleed-thru or remove excess as required. Provide the following insulation: All ceilings - R-20 foam spray against roof decking. 6" or 4" interior frame walls shall have a min. of 3" batt or foam sound insulation. Exterior masonry wall insulation - R-4.2 rigid foil face rigid board full sheets with adhesive to CMU. 3" unfaced mineral wool insulation (without kraft paper or foil) shall be installed on top the suspended acoustical panels for sound insulation. 7-3 Roofing - Provide standing seam snap lock or crimped metal roof 24 ga. min. and a 30 year guarantee. the standing seam shall be no more than 1 " high. The color and profile shall match exactly the adjacent building roofing and approved by the owner. Installation shall be for a complete weatherproof system with all applicable accessories (including but not limited to hips, valleys, eaves, flashing, mortar, color, vents, color coord.) as recommended by the manufacturer. Provide 90 LB 'peel and stick' underlayment and all nail fasteners shall be HDG or stainless steel. 7-4 Flashing and Sheet Metal - Provide flashing and sheet metal not specifically described in other sections of these specifications but required to prevent penetration of water through the exterior shell of the building complying with pertinent recommendations contained in current edition of SMAACNA's "Architectural Sheet Metal Manual." All flashing to be min 16 ounce copper or compatible roof material finished metal. 7-5 Sealants and Caulking - Standard caulking compound shall be a one part urethane sealant. Color shall be manufacturer's standard paintable grade. Window and Door perimeter and buck Sealant shall be continuous Vulcum. 7-6 Infiltration Barrier - Building to comply with Florida Energy Efficiency Code for Building Construction Infiltration practice #2 min. Provide code approved infiltration barrier. 7-7 Building (Felt) Paper - Install where indicated on drawings. Shall be Asphalt saturated felt, non -perforated ASTM D 226. DIVISION EIGHT - DOORS AND WINDOWS 8-1 Doors and Frames - Provide all doors and frames hung true and plumb as indicated on schedule. All interior doors shall be Jeld-Wen 1 panel tempered glass solid core 1 3�4, paint grade unless noted otherwise (bathroom, utility rooms, etc. ). 8-2 Windows - Provide all fixed glass true and plumb as indicated on schedule. • All windows shall be fixed, laminated glass with muntin design as indicated on the elevations. 1" decorative ogee exterior and interior muntin. The manufacture shall be PGT series 7720A with bronze anodized aluminum frame to match existing building windows. 8-3 Storefront- Provide 2" x 4 1 /2" aluminum esp bronze finish (to match existing PGT windows) as manufactured by KAWNEER trifab VG series 451. provide complete system with break trim, stops, base, transoms mullions all finished for consistant finished units. Anchors and fasteners per manufacture shop drawings for 165 mph wind loads, exposure C. Glazing shall be two layers 3/16' H.S. tinted (to match other windows) laminated impact resistant glass. Entrance doors shall be Terrace doors 2000T by Kawneer. supply with concealed DCN closer, panic bar and passage lock exterior only. 8-4 Window and Door Bucks shall be 2x thickness and anchored into a solid concrete or grout jamb with 1 /4" x 3 1 /4" masonry screw (ie. tap -con) for 1 1 /4" min. embedment at 12" oc and each end. 8-5 Mirrors - Provide clear plate glass mirrors as indicated on interior elevations. Mirrors to be Type I, Class 1 (FS DD-G=451) with silver coating, copper protective coating and 2 mil thick paint coating, comply with CS27. Provide mirrors of full width per interior elevations and framed per Interior designers selection. - ALL DOORS SHALL HAVE WALL OR FLOOR MOUNTED DOORSTOPS - ALL DOORS IN THE MEANS OF EGREES SHALL COMPLY TO FBC 2017 SHALL BE A SINGLE ACTION RELEASE AND SHALL NOT REQUIRE A KEY OR A TOOL OR SPECIAL KNOWLEDGE TO OPEN FROM EGRESS SIDE VERIFYING KEYING SCHEDULE WITH TENANT, MASTER - SUBMASTER SYSTEM REQUIRED - ALL DOOR HARDWARE SHALL BE ACCESSIBLE PER ADA AND FBC DOOR FRAME SHALL BE WOOD PAINTED SEMI GLOSS. ALL CASINGS SHALL BE NOMINAL 4' FLUTED WITH PLINTH BLOCK AND ROSETTE ALL PAINTED SEMI -GLOSS - DOOR HARDWARE SHALL BE OIL RUBBED BRONZE FINISH 613, LOCK SETS SHALL BE INTERCHANGEABLE CORE. MATCH THE LEVER STYLE LOCKSET WITH ADJACENT BUILDING STYLE HARDWARE 1/4" = 1' 1 I HORIZONTAL PATTERN STUCCO REVEAL SLAB Al dw V) Z O c_n w iy JOB # . DATE SHEET North Elevation SCALE:1/4" = 1'-0" DIVISION NINE - FINISHES 9-1 Stucco - A light texture finish field and smooth finish trim to match existing building where indicated for contrast. Provide sample board for owner approval. finish shall be uniform through -out entire building. Portland cement plaster mixes and composition: 1. 3-coats over metal lath: scratch coat- 1 part portland cement, 3/4 part lime, 2 1 /2 to 4 parts sand. brown coat- 1 part portland cement, 3/4 part lime, 3-5 parts sand 2. 2-coats over concrete unit masonry: base coat- 1 part portland cement, 3/4 to 1 1 /2 part lime, 3-4 parts sand 3. finish coat: 1 part portland cement, 3/4 to 1 1 /2 part lime, 3 parts sand. Provide vinyl stucco reglets, reinforcing, and beads for straight, parallel, constant lines. 9-1 Gypsum Wallboard 1. Work shall be done in strict accordance with the standards established in the U.S.G. Drywall Construction Handbook, latest edition, or comparable publication by other manufacturer, particularly in regard to fastener spacing and treatment of joints and corners. 2. Gypsum board Ceilings to be slick smooth finish, all walls to be smooth finish. 3. Fasten wallboard with 1-1 /4" type W bugle head screws. Space screws 4" OC at perimeter and 8" OC in the field on 24" OC framing min. Glue ceilings and walls. 4. Provide 5/8" wall board on walls, 5/8" on ceilings. 5. Provide a complete system of metal trim formed from zinc -coated steel not lighter than 26 gauge. (Corners, J-mold, etc.) 9-3 Painting 1. Prepare substrate and apply paint coatings in strict accordance with recommendations of the manufacturer of the approved paint system. 2. All surfaces shall be covered with the minimum number of coats as listed. Additional coverage shall be provided as required to cover all holidays. 3. Protect all exposed floors, porches, patios, walls, windows, etc. as required for full protection. 4. Sand with fine sandpaper between all coats applied to wood. 5. All coats must be thoroughly dry before application of additional coats. 6. Clean all surfaces, sand, putty, and spackle as required before painting. 7. Finish tops and edges of all doors some as face. If bottom of door is cut, paint this surface. 8. Paint residue or oversproy shall be removed from adjacent unpainted surfaces by painter. 9. Verify all stucco surfaces are properly cured before painting. PAINTING SCHEDULE All paints to be Benjamin Moore or approved equal or as noted. Exterior Stucco: 2 coats Moorgard Exterior Wood (stain): 1 coat Moorwood semi -transparent Latex Stain 098 Exterior Wood (painted): 1 coat exterior Moorgard primer, 2 coats Moorgard Interior Wallboard: 1 coat Moorcraft Latex Primer Sealer 1 coat Moore's Regal Wall Satin Interior Ceilings: 2 coats Regal Wall Satin, Decorator's White. Interior Doors and Trim: 1 coat Moore's Alkyd Enamel Underbody 2 coats Moore's Satin Impervo Enamel Provide a paint sample on each and every specific material of color and sheen for owner approval prior painting actual material. 9-4 Flooring 1. Provide and coordinate flooring material, transitions and accessories with the space planners specifications. 9-5 Ceiling Finish 1. Aluminum'T' grid with ESP white finish. the suspended grid shall be installed level w/ wire ties or rods as suggested by the manufacture and adequate for the total system. 2. The acoustical panels shall be white fissured with recess mount to match the existing adjacent building's finish and style. DIVISION TEN - SPECIALTIES Provide specialties and install specialties as noted. Provide all blocking, recesses, etc. as required for installation of specialties. 10-1 Bath Accessories 1. All bath accessories shall be stainless steel as specified on the MEP drawings and are to be approved with Owner. 10-2 Kitchenette cabinets - the contractor shall Provide a cabinet shop drawings, hardware, finish and detailing as required for a complete system as indicated on the space planning drawings. Design and review and approval shall be by the interior designer. 10-3 Appliances (refrigerator, microwave, etc) shall be provided by the owner. the contractor will install with connected services. 10-4 Gutters - all gutters and downspouts where indicated on the plans shall be installed. The gutters and downspout shall be profiled shape gutters and downspouts made of aluminum to match the adjacent building's gutters and downspouts. all accessories and fasteners of the guttering system shall be made of aluminum or HDG. The material shall be factory ESP finish to match adjacent building material color. Downspout discharge must be received into under gound piping inlet and routed to a lower discrete elevation. See landscape grading plan. DIVISION ELEVEN - EQUIPMENT Provide and install equipment as indicated. Provide all blocking, recesses, chases, power, etc. for installation of equipment. Provide Owner with all operation manuals, warranties, etc. as provided with all equipment. 11-2 Built-in items 1. Attic Access: provide fixed steel rung ladder stair to attic hatch as indicated on plans. DIVISION FIFTEEN - MECHANICAL 15-1 See Mechanical Engineer Drawings DIVISION SIXTEEN - ELECTRICAL 16-1 15-1 See Electrical Engineer Drawings / 2 Buildir SCALE:1/4" = TYP. ABOVE ALL SUSPENDED ACOUSTICAL PANELS: PROVIDE 3" UNFACED MINERAL WOOL FOR SOUND INSULATION , Section TYP. ALL INTERIOR WALLS: — PROVIDE 3" BATT INSULATION FOR SOUND INSULATION Building Section SCALE: 1 /4" = 1'-0" 5 r "+" - FOAM INSULATION SPRAY I0 ROOF DECKING - CONT. TI1E ENTIRE ROOF - li 7 MIN dj MECH EQUIP ATTIC { "I a 3/4" T/G PLYWD ii! a DECK `XX'.. O n w W w W 2 J J a � Im '3 70 Z L 0 N AL W � O O JOB # DATE 6 / 10 / SHEET 51, WINDOW MANUF STRUCT. MULLION 7/8" W. RAISED MUNTIN ADH. TO BOTH SIDES OF GLASS TO MATCH ADJ BLDG STYLE i Window Elevation CER. TILE THIN SET 5/8" DENSEGLASS BD C 1 LB MASS VINYL CONT. 2X4 WD STUD 12" OC STAG'D P 2. 3" SOUND BATT - 1 LB MASS VINYL CONT. 1 5/8" DENSEGLASS BD L CER. TILE THIN SET MTL FRAME INTERSECTION PLAN VIEW TOP PLATE TO FASTEN TO WD TRUSS OR USE 2X BLK'G 24"OC AS NECESSARY 11' HGT EXTEND MASS VINYL AND INSUL CONT. TO TOP PLATE ALUM. GRID FOR 2X2 S.A.P. FROM WIRE W/ 3" MIN. WOOL INSUL �Q.R CONT. 9' HGT CER TILE BASE W/ COVE / SEALANT 9' HGT FULL HGT SEE INT ELEV -CER. TILE THIN SET 5/8" DENSEGLASS BD 1 LB MASS VINYL CONT. 2X4 WD STUDS 12" O.0 STAGGERED W/ 1"TYPE S DRYWALL SCREW 8" OC VERT & 12" OC TOP AND BOTT RUNNERS AND INTERMED. STUDS STAGGER ALL JOINTS 24" MIN 2. 3" SOUND BATT 1 LB MASS VINYL CONT. 5/8" DENSEGLASS BD CER. TILE THIN SET 2X6 PT SILL W/ 1 /4' X 3 1 /4" MAS SCREW 24" OC CONC, SLAB W/ SLOPE DIAGONAL BRACING 2' OC TO STRUCTURE MIN HEADER DETAIL TOP TRACK TO FASTEN TO WD TRUSS OR USE 2X BLK'G 24"OC AS NECESSARY 11' HGT o 10' HGT ?� ALUM. GRID FOR 2X2 S.A.P. FROM WIRE W/ 3" MIN. WOOL INSUL FOR CONT. COVERAGE CER. TILE THIN SET 5/8" DENSEGLASS BD 1 LB MASS VINYL CONT. 47 6' 20 GA MT'L STUDS W/ 1" TYPES DRYWALL SCREW 8" OC VERT & 12" OC TOP AND BOTT RUNNERS AND INTERMED. STUDS STAGGER ALL JOINTS 24" MIN 3" SOUND BATT 5/8" GYPBD PTD 22 GA MT'L TRACK W/ 7/8" HILT] PAF X- UP8S AND WASHER CER TILE @ 24' OC BASE W/ COVE / 6" WD. BASE - TO SEALANT MATCH ADJ BLDG PROFILE CONC. SLAB 4'tATL STUD 24" O.C. W/ TRACK EA END SUI P. ACOUS. PANEL CL'G FIN W/ 3" MIN. WOOL INSUL FQ CQNT. �-'QVERAGE 4" 1 TL HDR W/ BLK'G AS NEEDED W/ 5/8" GYPBD FIN ALUM. GRID FOR 2X2 S.A.P. FROM WIRE W/ 3" MIN. WOOL INSUL FOR CONT. COVERAGE 10' HGT 5/8" GYPBD. PTD 6" 20 GA MT'L STUDS 24" O.C. W/ 1" TYPE S DRYWALL SCREW 8" OC VERT & 12" OC TOP AND BOTT RUNNERS AND INTERMED. STUDS STAGGER ALL JOINTS 24" MIN 3" SOUND BATT 5/8" GYPBD. PTD 22 GA MT'L TRACK W/ 7/8" HILTI PAF X-UP8S AND WASHER @ 24" OC 6' WD. BASE - TO MATCH ADJ BLDG PROFILE CONC. SLAB ROOF DECK W/ FOAM INSUL WD TRUSS 1/2" CDX PLYWD W/ TAPE AND COMPOUNT JT. DRAFT STOPPING LIMIT OF WD TRUSS BOTT CHORD 4" MTL FRAME WALL W/ 5/8" GYPBD SUSP. ACOU. PANEL W/ BATT DRAFT STOPPING NO SCALE TOP TRACK TO FASTEN INSTALL CHAIR MOULDING BOTH OF ALL HALLWAYS TO WD TRUSS OR USE 2X BLK'G 24"OC AS NECESSARY C2 ALUM. GRID FOR 2X2 S.A.P. FROM WIRE W/ 3" MIN. WOOL INSUL FOR CONT. COVERAGE 10' HGT 5/8" GYPBD. PTD 4" 20 GA MT'L STUDS 24" O.C. W/ 1" TYPE S DRYWALL SCREW 8" OC VERT & 12" OC TOP AND BOTT RUNNERS AND INTERMED. STUDS STAGGER ALL JOINTS 24" MIN 3" SOUND BATT 5/8" GYPBD. PTD 22 GA MT'L TRACK W/ 7/8" HILTI PAF X-UP8S AND WASHER @ 24" OC 6" WD. BASE - TO MATCH ADJ BLDG PROFILE EONC. SLAB LIMIT OF TRUSS BOTT CHORD , T Interior Door & Window Elevation MASONRY O VERIFY W/ DR MANUF Storefront Elevation VA IF• 1 /T = 1'_0" G OCK AT EA ERSECTION ADJ BLDG :ASING TO J. BLDG TRIM 3L FIXED ID STOPS JE / TEMP DOORS ULDING TO J BLDG TRIM TO MATCH TRIM (LOCK AT SASE DN TO MATCH TRIM 0 0 s c 0 T N 0 0 w > w Lu w m 3 Z i, N � M ._ O O j N U "' J L W } N N O O �— U O CL JOB # DATE 6/10/19 �HEET 0 WALL TYPES ,(-.Al F V _ 11-011 3" UNFACED MIN. WOOL LAYED ON SUSPENDED ACOUSTICAL PANELS 3 COVER SCALE 3/4 " = i 0 " ADA ALUM. THRESHOLD 4" COVE MOLDING rmuvicu / r I U NLL 31UC3 BM BEYOND W/ STUCCO FIN INT. CLG FIN BUTT TO STOREFRONT HEAD STOREFRONT DR. / TRANSOM / MULL SOFFIT I 5/4 HARDI BE, SM DECO BM TRIM W/ 2X PT BLKG - SEE REFL. CLG PLAN FOR LAYOUT 4" DIA BULLN SE STUCCO PROFILE CO T. W/ MITER CORNERS MAS COL. BLK SEE C3 PROCH COL PLAN VIEW EXT. FL FIN. WITHIN 1/2" FLUSH W/ INT. FL FIN ENTRY WALL SECTION STONE VENEER TO MATCH ADJ BLDG STONE W/ 16 GA CORRUGAT'D MAS TIE STONE VENETO ' MATCH ADJ CENT BLDG STONE STYLE ND COLOR 2X4 PT NAILER SHIM AS NEEDED FOR SMOOTH ROOF PLAN 2X4 PT NAILER W/ 5/4 AND 1 X3 FASCIA AND CONT ROOF MTL DRIP EDGE POUR'D CONC RAKE BM STEPPED W/ V-0" MIN DEPTH STUCCO SM. FIN. (5/8" THK) 8" CMU W/ HORIZ. REINF. 16" O.C. #5 VERT IN SOLID GROUT. SEE PLAN FOR LOCATION. 2-COURSE FILL CELL BOND BM (134) CONTIGUOUS 3 SIDES (FRONT GABLE WALL HORIZ REINF NOT REG.) COORD SIG N MOUNT TO FILL CELL SOLID IF I NEEDED ' I • I J FLUSH CONC. CAP TO KEEP WEAlHER OUT OF COL. I ) _J 4 l o • �1 7 STAND'G SEAM MTL ROOF 30# FELT PLASTIC TAB 5/8" CDX PLYWD WD. TRUSSES 24" O.C. BY FL. ENG. W/ TRUSS MANUF. R. 20 FOAM INSUL. 5/8" GYPBD. (SMOOTH/PT'D. FIN.) ,---TRUSS TRUSS ANCHOR / SEAT HETAL 20 EA. TRUSS U.N.O. 8" W. CONC. TIE BM. (SEE FRAMING PLAN) 2 X 4 SUB -FASCIA AND 5/4 X 6 AND 1X3 SMOOTH HARDIETRIM FASCIA AND CONT MTL DRIP MATCH ROOF MATL / FIN 2 X 4 PS. NAILER & 2 X 4 FRAM'G 1' 6" 24" O.C. TYVEK AND FELT BACK OVERHANG HI -RIB LATH AND STUCCO FIN TYP CONC. WA W WINDOW SCALE 3/4"=1'-0" 8 X 8 PRECAST CONC LINTEL FILL SOLID DRIP RECESS 1X P.T. BUCK (TYP.) W/ WINDOW PRODUCT APPROVAL ANCHORED INTO CMU MIN. 2X P.T. SILL PLATE W/ 1/4" X 3 1/4" MAS SCREW 12" OC AND 3" FROM ENDS W/CONT PERIMETER COAT OF 'VULCAN' SEALANT STUCCO SILL SLOPED 10 DEG. 8" MIN GROUT SOLID WINDOW SILL BLK. STUCCO SM. FIN. (5/8" THK) 8" CMU W/ HORIZ. REINF. 16" O.C. #5 VERT IN SOLID GROUT. SEE PLAN FOR LOCATION. R - 4 RIGID INSUL. W/ ADHESIVE 3/4" FURRING 24" OC 5/8" GYPBD. 10 1 1/2" BLK. RECESS 72 #5 DOWELS W/ 9" 90 DEG. BEND AND 26" MIN EXTENSION 6 X 6 / 1.4 X 1.4 WWF (DOUBLE 36' WIDE PERIMETER) — MONO. CONC. FT'G - SEE FOUNDATION PLAN. LL SECTION DECO PYRAMIDAL PVC POST CAP PVC TOP RAIL W/ OGEE EDGE AND CONCEALED S.S. SCREWS UNDERSIDE 4" SQ PVC REINF. POST 'VC STRUCTURAL POST- 11 1/4" PVC WHITE POST LATTICE PANELS FULL SHEETS BTWN POST SECTION 4" PVC BOTT RAIL PT WD POST SET IN CONC FTG RAILING SECTION QSCALE 3/4" : 1 - 0 " STAND'G SEAM MTL ROOF 30# FELT PLASTIC TAB 5/8" CDX PLYWD —11-17 WD. TRUSSES 24" O.C. BY FL. ENG. W/ TRUSS MANUF. R. 30 BATT INSUL. 5/8" GYPBD. } . , (SMOOTH/PT'D. FIN.) TRUSS ANCHOR / SEAT � r r HETAL 20 EA. TRUSS U.N.O. 8" W. CONC. TIE BM. (SEE FRAMING PLAN) 2 X 4 SUB -FASCIA AND 5/4 X 6 �4/ AND 1X3 SMOOTH HARDIETRIM FASCIA AND CONT MTL DRIP N f b MATCH ROOF MATL / FIN 2 X 4 P.T. NAILER & 2 X 4 FRAM'G .. 24" O.C. TYVEK AND FELT BACK HI -RIB LATH AND STUCCO FIN 04 1/2" X 1 1/2" PVC STUCCO r REGLET - SEAMLESS AND _ STRAIGHT LEVEL LINES FINISHED TO MATCH ADJACENT STUCCO STUCCO SM. FIN. (5/8" THK) 8" CMU W/ HORIZ. REINF. 16' O.C. N #5 VERT IN SOLID GROUT. SEE PLAN FOR LOCATION. R - 4 RIGID INSUL. W/ ADHESIVE 3/4" FURRING 24" OC 5/8" GYPBD. c*1 1 1/2" BLK. RECESS � W DOWELS W/9' 90 DEG. BEND \ /AND 26" MIN EXTENSION ! l - 6 X.6 / 1.4 X 1.4 WWF (DOUBLE 36' WIQE PERIMETER) i MONO. CONC. FT'G - SEE FOUNDATION PLAN. ;1 TYP. WALL SECTION SCALE 3/4" = 1' 0" L U J V) i CL ev m 3 Z � N 70 .� O O � � N U L � o N Vf K Lo 1T 0- v) Z O u) w w G- 0 «< w w 0 JOB # Q DATE 6 / 10 /19 �!A SHEET OLUMN SCHEDULE TYPE DESCRIPTION 4" x 4" x 5/1 b STL (Fy 46 KSI) COL C1 TIL SCOL W/ BASE PLATE MTD BELOW SLAB —�k ON PAD FT'G SEE FTG 'E' AND b A8 BOTT PLATE I'-o" * 8" x 12" P.C. COL W/ 4 • #5 VERT C2 AND #3 TIES 12" OC DOWEL36" LAP 1 1 /2" CLEARANCE OF FORM 16" x 16" MAS. COL BLK FILL SOLID W/ C3 4# 5 VERT. AND # 3 STIRRUPS 12" OC DOWEL 36" LAP 1 1 /2" CLEARANCE OF SHELL I TYPICAL EXT. WALL REINF. 8" x 8" x 16" CONC COL BLK W/ #5 VERT IN C4 Ion FILLED CELL CMU WALL LESS THAN 10' - 32" OC V-3 5 CMU WALL GREATER THAN 10' - 24" OC (EXCLUSIVE OF TIE BM) 8" x 8" x 16" CONC COL BLK W/ #5 C5 VERT IN EACH CELL FILLED I�3 SJS—� Cb FOOTING SCHEDULE TYPE DESCRIPTION T.O.F. 24" x 20" CONC MONO FT'G W/ 0'-0" - IV 3 • #5 CONT 4`-0" WIDE DB'L LAYER 6 X 6 10/10 WWF @ PERIMETER 3" CLR BOTT -- -- �` - a - 36" x 20" CONC MONO FT'G W/ 0'-0" I �._ 4 • #5 CONT B 4'-0" WIDE DB'L LAYER 6 X 6 10/10 WWF @ PERIMETER 3" CLR BOTT 8" x 20" CONC THKN SLAB W/ #5 VARIES CONT - 4' WIDE DB'L LAYER 6 X 6 10/10 WWF AT PERIMETER . X 3" CLR BOTT NOTE: MECH. EQUIP PAD SHALL BE 12" DEEP 3/8 C.J. AT ORIGIN OF SLOPE 32" x 20" CONC THKN SLAB FT'G W/ 3 0'-0" FRONT =- -- • #5 CONT AND 1 - #5 ADD ENTRY '` —'' • 4' WIDE DB'L LAYER 6 X 6 10/10 WWF HC ACCESS >TREAR 6" sTEP DN AT STEP DN 3" CLR BOTT 0'-0" / -6" EAR ACCES #5 TRANSVERSE 12" OC 2-8" II ' ;- 42" x 42" X 12" CONC PAD FT'G W/ 7" c 5• #5 CONT EA WAY - Tf B � COVER COL PLATE W/ BITUMIN q / , BOND BREAK FROM SLAB - CJ PER PLAN 3'-6 3" CLR BOTT ORIGIN OF SLOPE 0' 0" i` SLOPE TO 7" THKN CONC SLAB W/ 4' WIDE 7 DRAIN DB'L LAYER 6 X 6 10/10 WWF AT F STEP DN �< 3" CLR BOTT _lu 1 -2" L L. Ji 1 2„ . _ m ---_— — ZLo II N 0V L - -- !'STEP _ f____J DN Q f/%Q�\\ — — — — — — — — — — — — ..... � — — _ — _ — — — _ _ _ _ ci #5 DIAGONAL BARS AT INSIDE CORNER 1 u' Lo I • I I I I � I I 7 -0 20'-2" 8'-5" _8' 7" « I F TYP. SLOPE BREAK 1/8" : 12" . - I MIN. TO FL DRAIN I LIB=JJ( i + i f 4" 1=L I I v E 1 ® DFL 1 I RAIN %t_J t_J1DRAIN 1--� II 2\BELOW 7BELOW f � •I u> FIN FL FIh\FL 1 r-- r--� 1 1I�Ii I l �( II I C-1 r�� �- tl--_1l 1-1=,1 I L=�1 LL=?.I I J E I I I TYPICAL: 4" THICK 3000 psi (MIN) CONC. SLAB W/6'x6' 10/10 WELDED WIRE FABRIC AND FIBERMESH • ( ON CLEAN 95% D.D. COMPACTED TERMITE 1 1 TREATED FILL (TYP) ( MAIN BLDG / COVERED PORCH / A/C EQUIP.) 10 « I 1 ffi ALL BARS OF FOUNDATION STEEL SHALL BE CONTINUOUS AROUND CORNERS USING CORNER BARS W/A MIN. LAP SPLICE OF 28" I I I . f #5 DIAGONAL BARS AT A I . INSIDE CORNER Qr — — — — — — — — — — — — — — — — — — — — — — J 2T-0" > ® s _. L. - - - - - - - - - - - - - - - - - - - - - - - -- - - -- - - J Foundation Plan SCALE:1/4" = 1'-0" 0 A 11111111111111101s _ _ - FLUSH _ - _ - 1 F - 1 THRESHOLD I D I w < OJ'' I I V)' I I L-----------IF-------- NOTE: FRONT AND REAR COVERED ENTRYS WITH TROWEL NON -SLIP CONC FIN AND PROTECT FOR FINAL FINISH / COORD. SLAB ELEVATION IF ALTERNATE FINISH THICKNESS IS SELECTED. FENCE FOOTINGS: V-0" DIA X V-10" DEEP 2500 PSI CONC. W/ POD SET IN - SEE 4-A6 '-8" 3' 8" A4 I o I" I '� i I � 1 q I cc I I I cr 5" 9'-8" ' r LEI" 3'-8" 3' 8" a c c 0 0 w Lu w w 2 LD J J Q P 0 N V O z °v U c_ U c U U U � O O � m � 2 N V^ v P / V M J I C o I P O 0 N U o 8 11] J N IL m 3 Z 0 O � N � O m _O LL Ln W N N Q) O O Ill +- O IZ V) O w w JOB # DATE 6 / 10 /19 SHEET 4" 46 KSI ST'L TUBE COL 2 PA FULL T URETHANE SEALANT PERIMETER '77,:i T/2 RIGID/,DENSE WRAP I I PERIMETER . l 1 i EPDM WRAP PERIMETER `7 ,c�. a E°t) D '1 I 1l �� i r 12 X D 2' X 3/4 ST'L BASE r 1� g I NON INK LEVEL GROUT - C AT T COAT ram\ CON IN BITUMEN BELOW SLAB —4.3/ " DIA. X 8" A.B. W/ 2" HOOK AN ; NUT & WASHER I I % � '#5 TOP A�BOTT rr SEE OUN LAN 5 , j r" STEEL COL BASE PLATE SCALE: 3" = 1'-0" FL TRUSS W/ PANE POINT AT CENTER r / 13/16" DIA. E lX HOLE TYP 1 1 /2" 1 f � - o NOTE: ALL BOLTED F CONNECTIONS SHALL BE WITH 3/4" DIA THRU BOLTS, WASHERS AND NUTS STEEL COI SCALE: 3" = 1'-0" I 1 2,a I I I I I I I I / I I I I '3 PLY TRUSS 1 1 I I COORD W/ I I I I TRUSS DESIGN I I I I I I I 1 1 1 I 1 I I I I 1 /2" I I I I 1 /4" STL PLATE I I tl I BUCKET t I I I I i I BRG I I I I ....... .. L.. —I— —1— .J 1 /4" ST'L PLATE L TUBE COL KET LJ SCALE: 3" = V-0" C7 T� �.. L ST'L TUBE COL 0-1/CENTER ON 12" X 12" X 3/4" ST'L BASE PLATE W/ BITUMINOUS COAPG AT CONC. 0 FULL/CONT. 1 /4" FILLET WELD TO COL. 4.3/4" DIA. X 9" A.B. W/ NUT & WASHER OB"EAM CD TB1 SIZE W X D 8" x17 1 /2" PC REINFORCING STIRRUPS #3 36" O.C. ELEV T.O.B. 1 1'-O" REMARKS J CONNECTORS BEAM STIRRUP SPACING OVERRIDES TIE BEAM REQUIREMENTS TOP 2 #5 MID BGT 2 #5 TB2 8" xl 2" MIN PC 2#5 2 #5 #3 / 24" O.C. RAKE - VARIES T133 8" x16" CMU #5 #5 14'-4" B1 8" x 12" PC 2 #5 2 #6 #3 / 4" O.C. 1 1'-O" 1/3 TO ENDS STIRRUPS 4" OC - REMAINDER 12" OC B2 8" x 12" PC 2 #5 2 #5 #3 / 12" O.C. ill -Oil B3 8" x 17 1/2" PC 2 #5 2 #5 #3 / 4" O.C. 11'-0" BEAM CONT. W/ TIE BEAM - ADD STIRRUPS ABOVE OPENING BELOW. - 1/3 TO ENDS STIRRUPS 4" OC - REMAINDER 12" OC B4 Six 20' PC 2 #5 2 #5 #3 / C O.C. 11'-8" 1/3 TO ENDS STIRRUPS C OC - REMAINDER 12" OC B5 Six 20' PC 2 #5 2 #6 #3 / 3" O.C. l l'-8" 1/3 TO ENDS STIRRUPS 3" OC - REMAINDER 12" OC TYPICAL: DESIGN LL = 40# /SQ. FT DESIGN DL = 20# /SQ. FT MECH EQUIP TOP CHORD SUSPEND = 250# / UNIT TB1 I JACK TRUSS 24" OC W/ HETAL 12 1' 6" TYPICAL: WD TRUSS 24" OC 7 :12 SLOPE 1`4' OVERHANG 1'-6" TB1 JACK TRUSS 24" OC W/ HETAL 12 1'-6" TYP. OVERHANG GUTTER B2 T T B2 GUTTER II II — I I 1 1 I 1' 1 ---- ---- 0 I I I 1 11 I 1 O I I I I I I I Bl I I I 1 1 1 11 I 1 -- I I I I I I I I I I 1 11 I 1 1 1 1 � 1 1 1 1 1 1 1 1 1 1 III GIRDER TRUSS •2X6 FLAT EA SIDE OF WH S PORT STUDS LAP AND ____—_---NA �BT�TT=H RD� --___ 1 1 1 ___________ ____ 12'-0"II I I I —__------- -- ——,—•,.• ----I 11 I 4�X4X;1/4"LC 4' X 2' IC 00 BU KET ACC SIDE W/ TRUIS PL ---------------�-� - -- �.----I ----______ cl SHA EDA: ARE --_----- II� ATTIC TRUSS II 1 I I I I 1MECFL EQUIP. —__-- — _ — - — — Q1 1 --------------------- ---------- II" 1 1 1 1�{1�c l -------------- -- — —_ 11000# UP II QOOR1J4" LC . _ QOORp BU KEI _ TLISS �LYS i i 11 --------------- > II — _1_ i _L_ — — — — — — — — ---- ---_—. �—�.— ---- ---1 GIRDE RUSS - 1 1 1 1 GUTTER 780# UP Im JACK TRUSS 24" OC W/ HETAL 12 Roof Framing Plan 3/16"= 1' ------ 64 65 TB2 uffil 83 GUTTER w M -j A m ca 3z f- O�<J 2 � N S TYP. OVERHANG JACK TRUSS 24" OC W/ HETAL 12 TYPICAL WINDOW HEAD UNO: TIE BM EXTEND DN TO WINDOW HEAD HGT W/ 8" PRECAST LINTEL L1 POURED CONT TOGETHER TB1 FULL GABLE TRUSS 24' OC W/ HHETAL 24 TB1 JACK TRUSS 24 OC W/ HETAL 12 FULQ GABLE TRUSS 24" OC / HHETAL 24 I I I II I I I I S II I I I 1 II I I I I� II 1 — II I I I I <II II I I I <I�____—_ _ jL i (d I 1 I 1 II II I I I � IF II TAT D DJAFi 1 `Ir I ROCC D�CKNIT II II 1 1 1 1 zll III 1 1 1 ,Ir-------- — I I I 1 1 III o I 1 1 1 �n tL I I 1 4------ - WZE 4 1 1 1 < u II II - II I I I `If .11 f v> 1 it I I I I s 11 — 11 I I I I �Ilo 1 I FULL GABLE TRUSS 24" OC JACK TRUSS 24' WJ HHETAL 24 OC W/ HEAL 12 J 0 s n w w w U) w x O w J J U J N L CL m Z >% N �. D m° L N U t/) J L c Vf O O �_ �. 11 O N w JOB # KDTE 6/ ton9 EET BATHROOM ACCESSORY - GRAB BAR BOBRICK B-5806 42/36 - TOILET TISSUE DISPENSER BOBRICK B-4388 - GLASS MIRROR 24 "W X 48" H - GLASS MIRROR FULL COUNTER LENGTH X 48" H - SOAP DISPENSER BOBRICK B-8263 - CLOTHES HOOK EA WC PARTITION BOBRICK B-211 - TOILET SEAT DISPENSER BOBRICK B-221 - PAPER TOWEL DISPENSER BOBRICK B-262 - SANITARY NAPKIN DISPOSAL BOBRICK B-35139 - WASTE DISPOSAL BOBRICK B-279 - HAND DRYER XLERATOR - ACCESSIBLE RESTROOM SIGN CONFORM TO FBC 2017 CHAPTER 11 @ 60" AFF QUARTZ COUNTERTOP W/ 3" 90° SQUARE RETURN FRONT W/ ANGLED GUARD PANEL. COLOR TO BE SELECTED BY OWNER TOILET PARTITION SYSTEM BOBRICK DESIGNER HPL 2040 SERIES OVERHEAD BRACED W/ BRUSHED STAINLESS STEEL HARDWARE TO FL. DRAIN ACCESSIBLE BATHS -Access route to bathroom, door to bathroom and hardware to bathroom door to be accessible. Threshold to be maximum 1 /2" high, Door closer to 5 LB pressure maximum. -Provide clear floor spacer of 60" diameter circle or a "T" shaped space, 60" square with 36" legs. The clear space at fixtures and controls, the accessible route and the turning space may overlap. • Water closets shall be located 18" from a side wall or partition. The height of the toilet seat shall be 17" to 19". -Provide two grab bars able of restraining 300 lb. load. Side wall: 42" long minimum, 12" from back wall Back wall: 36" long minimum, centered on toilet,.. Grab bars to be 33" to 36" above finished floor. -Flush control to be 44" high maximum, on side of toilet. -Dispensers: toilet paper dispensers shall be on the side wall below the grab bar and a maximum of 19" high and 36" from the rear wall. Dispensers shall provide continuous paper flow. • Urinals shall be stall -type or wall -hung with an elongated rim and 17" maximum high. Urinals shall have a clear space of 30" wide by 48" deep minimum. Flush control shall be 44" high, maximum force of 5 lb on flush control. •Lavatories shall extend 17' minimum from wall. Clearance of 29" minimum shall be provided from finish floor to bottom of apron. knee clearance of 27' minimum shall extend 8" minimum under the edge of the lavatory. Toe clearance of 9" shall be provided for the full length of the lavatory. A clear floor space of 30" by 48" shall be provided in front of the lavatory. The clear floor space shall adjoin or overlap an accessible route and shall extend a maximum of 19" underneath the lavatory. Hot water and drain pipes shall be insulated. There shall be no sharp or abrasive surfaces under lavatories. -Sink shall be mounted with rim surface no higher than 34" provide knee clearance of 27" high, 30" wide and 19" deep minimum. Provide other clearances and insulation as per lavatories.. -Faucets shall be operable with one hand with a force no greater than 5 lb. -Mirrors shall be mounted with bottom edge 40" high maximum. ail other dispensers shall have controls at 48" high maximum. 4.15.1 Drinking fountains or water coolers required to be accessible by 4.1 shall comply with 4.15. 4.15.2* Spout Height. Spouts shall be no higher than 36", measured from the floor or ground surfaces to the spout outlet. `-CUG W/ SOUNq INSUL --WALLS W/ SOUND INSULT N --) NOTE: GYPBD PROVIDE 5/3" M.R. -- � �'' TEMPER VALVE AT X HOT WATER C.T. LAV 3 O X1 1/2 DIA. MIN BAR I','GRAB - _ ri o t TP o 0 X a � M z NSULATE z s ATER PIPE N f, r SEE FLOOR PLAN FOR ACTUAL SIZES CLEAR FLOOR SPACE MIN 0 _ I , r� ~ S 11" Pr�IW T" C"'I 4, CL'G W/ SOUND INSUL WALLS W/ SOUND INSUL 5/8" M.R. GYPBD C.T. 2„ 3'-6" MIN 1 1/2" DIA GRAB BAR HANDICAP TOILET TOILET PAPER DISPENSER DIMENSIONS ARE CLEAR SPACE AND MINIMUM U.N.O. y Z'. 00 M M 8" MIN 6" MAX SPOUT HEIGHT & KNEE CLEARANCE ___ EXTELND_WALl FRA&dETO_............................"_.__..._____...._._,_._._..,.._.......__._...._..._.....___....._.___.._.,__._._... TO FL. DRAIN FL Dr JL li IF 1 TU I-L. URAIN Y "" EXTEND WALLS TO BOTT OF LIMIT OF TRUSS _""" Yl XX,xX Y y�X �yX;rv1k'XV , TRUSS BLK G AS NEEDED � BOTT � 6" SOUND BATT SUSP. ACOU. HI - LOW DRINKING FOUNTAIN C.T. FL FIN W/ SLOPE TO FL. DRAIN MIRROR - y QUARTZ COUNTER TOP, SUPPORT 16" W,QUARTZ VIS I -AL GUARD PANEL, SLOPE 600 6" S.S. PART. SUPPORT FL BASE (TYP) I\DPE P/�RTITIONS / DR ND S.S. HAR ARE PER I .� DESIGN SELECTION FI MIRROR TILT 9" GAP FREE STANDING PARTITION C.T. 4" MTL r_;T----------------------------------------M — MTL--------I STUDS STUDS l ti r l F. s'�:'.�T ;!—rL'A—'.�"'l s� �..�h��'�".S. TIC..r-w:T"�.C"'�T.T..'.! x 5.2x6WD STUDS ; , d 4" MTL � YA GANG NAIL ALIGN - ' (- 3 'STUDS W/ WH BRACKETS - L 7 RCA335-97 TO SLAB ,� p CX E ALIGN ATTIC ACCESS r X, W/ DBL CLG PANEL h X AND TRUSS CENTER i JAN. SINK '� ��— ---- - - CT P r STL COOL Er.,FT � 3 I N 4" MTL STU DS 6" MTL STUDS SERVER STORAGE 6" MTL STUDS 3 -- II I 30"x 48" x '� ACCESS AREA FL DRAIN 2" BELOW 0"-0" SLAB Ly ra m rcI (Y k o T I T N I I KIT k 6" Mi 3 k $' STUD jI II II I II �X 20 W/TILE FIN n� �2t!� I M X - ,.: 6" MTL STUDS � QUARTZ THRES m co uf_n] n r-nnon STL C& 6" MTL STUDS 4 30' X 48' r..__ ACCESS AREA) A9 3 v Um < FL DRAIN 2" BELOW 0"-0" SLAB NOTE: ,I`— 6 ALL BATH WALLS / CUG FILL VJ/ SOUND INSUL. - FOAM GAP OF ACCESSORIES / ANCHORS CT FL FIN T.DISPOSAL T.DISP NSE QUARTZTHRES X`.. x�y..XXkXX:7 C HOLD OORDuX 5 0' _L. NOTE: ALL PARTITIONS / DRS TO'BE HI 1 A9 CT FL FIN 2 T.DISPENSE / ISPOSAL ��- L------------------------------------------------------� 6 0 r 2 N L O O� Z O rn w JOB # DATE 6/10/19 AHEET Enlarged Bath Plan SCALE: 1 /2" = 1'-0" 1CAL 3 ID • REFER TO MEP DRAWINGS FOR SPECIFICATION OF LIGHTING. i c 0 U t C3 IF, 3 z >41 �7C) Mill— � ._ L a U O LL >/ Q) AY/ii W `) W J AL W ^y r } N W O } L x��A) a- 0. N Z O to W JOB # UkATC b/ 10/19 Reflected Ceiling Plan SCALE: UP -- V-0" Luminaire Schedule Project RESERVE REALTY REV 1 03-27-2019 Symbol aty Label Description I.. ursenslLamp LLD LDD BE LLF Loss. Watts Total Watts ElA H.E. WILLIAMS LT.22.L39-835.AF-DIM-UNV N.A. 0.900 0.950 1.000 0,855 31 403 AE II.E. WILLIAMS LT-22-1_3M35-AF-DIWUNV N.A. 0.900 0.950 1.000 0,855 31 403 CB H.E. WILLIAMS LT-22-L49-844AF-DIM-1JNV N.A. 0,900 0.950 1.000 0.855 39 117 D H.E. WILLIAMS LT-24-L64-E60)835-AF-DIM-UNV N.A. 0.900 0.950 1.000 0.802 49 1568 ® DE H.E. WILLIAMS LT-24-L64-(L60)035-AF-DIM-1_NV N.A. 0,900 0.950 1,000 0.802 49 1568 E H.E. WILLIAMS 4DS-L20-835-DIM-UNV-0-W-0E-OS N.A. 0.900 0.950 1.000 0.855 25 375 O- EE FILE. WILLIAMS 4D&L20-835-DIM-UNV-0-W-0F.CS NA. 0.900 0.950 1.000 0.855 25 375 -� - G H.E. WILLIAMS 41DS-1_20-83513IM-UNV-0-W-OF-CS-WET N.A. 0.900 0.950 1.000 0.855 25 125 PI BEGHELLI 3S100LED4SAH0WT40I20V-277V-F L N.A. 0.900 0.950 1.000 0.855 70 70 GENERAL NOTES A. ALL EQUIPMENT TO BE BY INTELLIGENT LIGHTING CONTROLS, INC. ON -SITE SYSTEM COMMISSIONING SHALL BE REQUIRED. COMMISSIONING OF SYSTEMS VIA MODEM WITHOUT ON -SITE SUPPORT SHALL NOT BE ACCEPTED. B. ELECTRICAL CONTRACTOR TO PROVIDE CAT-5 DATA CABLE. SEE CAT-5 REQUIREMENTS SHEET & RJ45 CONNECTOR DETAIL. TEST ALL CABLE LENGTHS AND TERMINATION'S W/CAT-5 TESTER. C. ALL LOW VOLTAGE COMMUNICATION CABLE & HARDWIRE LOW VOLTAGE CONTROL WIRING TO BE INSTALLED PER NATIONAL ELECTRICAL CODE FOR CLASS-2 LOW VOLTAGE WIRING. D. CLASS-2 LOW VOLTAGE WIRING SHALL NOT BE MIXED WITH OR RUN IN LINE VOLTAGE RACEWAYS. SEPARATE LOW VOLTAGE RUNS FROM LINE VOLTAGE BY A MINIMUM DISTANCE OF 1-FOOT. E. CAT-5 DATA CABLE RUNS TO BE INSTALLED IN A DAISY CHAIN FROM ONE PANEL OR DEVICE TO THE NEXT. NO "STAR" OR "T" CONFIGURATIONS ALLOWED WITHOUT POWER SUPPLY REPEATERS. F. ALL CLASS-2 & CAT-5 DATA CABLE RUNS TO BE PROVIDED AND INSTALLED WITH THE APPROPRIATE JACKET TYPE OR CONDUIT FOR THE INSTALLATION ENVIRONMENT OR CONDITIONS ON SITE. G. EACH LIGHTING RELAY PANEL REQUIRES A DEDICATED 120V. OR 277V. CIRCUIT FOR CONTROL POWER TRANSFORMERS. H. ADDITIONAL ILC POWER OR DATA REPEATING DEVICES MAY BE REQUIRED FOR PROPER SYSTEM OPERATION, BASED ON THE ACTUAL NUMBER AND DISTANCE OF LightSync DEVICES TO BE INSTALLED ON CAT-5 DATA LINE. CONTACT AMY LEE @ SESCO LIGHTING 954-474-9888. LOW VOLTAGE SWITCH DETAIL LightSyncTM Address Setting Wheels (2) 15 Position G2 Dataline Switch Detail p,79 Switch Insert / Decoro Type Cut-o / Cut-out DEPTH 1-1/8` 1 BACK FRONT '\HOLE FOR FOR #6-32 \#6-32 THREADED RJ-45/CAT-5 JACK (2) LIGHTING CONTROL SYSTE LINE RISER 101 ILC APPRENTICE II RELAY PANEL o_e a o• o. 0 line G2 LV Switch load (typical of up to 4) 0 0 o. o. o• 0 G2 LV Switch -i o• 0 o. o• o• o. e G2 LV Switch O CAT5 CABLE WITH RJ45 CONNECTORS ELECTRICAL SPECIFICATIONS PART 1 - GENERAL A. THE CONTRACTOR SHALL SUPPLY AND INSTALL ALL NEW ELECTRICAL WORK INDICATED. CONSTRUCTION SHALL BE IN ACCORDANCE WITH DRAWINGS AND APPLICABLE SPECIFICATIONS. IF A PROBLEM IS ENCOUNTERED IN COMPLYING WITH THIS REQUIREMENT, CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER AS SOON AS POSSIBLE AFTER DISCOVERY OF THE PROBLEM AND SHALL NOT PROCEED WITH THAT PORTION OF THE WORK UNTIL ARCHITECT/ENGINEER HAS DIRECTED CORRECTIVE ACTION TO BE TAKEN. B. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BID AND FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATIONS INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF. C. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE (AS ADOPTED BY THE AUTHORITY HAVING JURISDICTION) AND ALL CODES AND ORDINANCES OF THE AUTHORITY HAVING JURISDICTION. THE SPECIFICATION, CODES AND STANDARDS LISTED BELOW ARE UTILIZED IN THIS PROJECT. 1. NATIONAL ELECTRICAL CODE (NFPA-70) 2. CODE FOR SAFETY TO LIFE (NFPA-101) 3. STANDARD FOR THE INSTALLATION, MAINTENANCE AND USE OF LOCAL PROTECTIVE SIGNALING SYSTEMS (NFPA-72) 4. UNDERWRITERS' LABORATORIES (UL) 5. NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) 6. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) 7. FEDERAL SPECIFICATION (FED. SPEC.) 8. INSULATED POWER CABLE ENGINEERS ASSOCIATION (IPCEA) 9. FLORIDA BUILDING CODE. FBC 2017 EDITION 10. INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE) 11. CITY OF PORT ST. LUCIE BUILDING CODE. (AMENDMENTS TO FLORIDA BUILDING CODE FBC 2017) 12. ADDITIONALLY, DESIGNS, WORK PRACTICES AND CONDITIONS MUST CONFORM WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 (OSHA) D. DO NOT SCALE THE ELECTRICAL DRAWINGS. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATION OF ALL EQUIPMENT. CONFIRM WITH OWNER'S REPRESENTATIVE. E. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. F. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FROM A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE. G. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION VMICH MAY HAVE BEEN DAMAGED THERE BY. H. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS AND TESTING. CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT. THE TERM "PROVIDE" USED IN THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL MEAN THAT THE CONTRACTOR IS TO FURNISH, INSTALL AND CONNECT COMPLETE. PART 2 - PRODUCTS A. MINIMUM WIRE SIZE SHALL BE #12 A.W.G. (EXCEPT AS NOTED OTHERWISE FOR CONTROL WIRING). ALL CONDUCTORS SHALL BE 98% CONDUCTIVITY, COPPER WITH "THHN-THWW INSULATION UNLESS OTHERWISE NOTED. B. ELECTRICAL METALLIC TUBING (EMT) SHALL BE OF BEST QUALITY STEEL, SMOOTH INSIDE AND OUT AND SHALL BE HOT -DIPPED GALVANIZED. C. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS I. IN WET OR DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. D. RIGID NONMETALIC CONDUIT SHALL BE SCHEDULE 40 PVC. 9-: ALL MATERIALS SHALL BE NEW AND BEAR UNDERWRITERS' LABELS WHERE APPLICABLE. F. PANELBOARDS: 1. CURRENT CARRYING BUSES SHALL BE COPPER. GROUND BUS BARS SHALL BE COPPER. 2. ALL CIRCUIT BREAKERS SHALL BE BOLT ON. PLUG-IN BREAKERS ARE NOT ACCEPTABLE. 3. CIRCUIT BREAKERS USED AS SWITCHES IN FLUORESCENT OR HID LIGHTING CIRCUITS SHALL BE LISTED AND MARKED "SWD" 4. ALL CIRCUIT BREAKERS FEEDING MECHANICAL EQUIPMENT SHALL BE HACR TYPE. 5. A.I.C. RATINGS SHALL BE AS INDICATED ON PANELBOARD SCHEDULES. 6. ALL PANELBOARDS SHALL BE FURNISHED WITH PLASTIC LAMINATE NAMEPLATES WITH 1/4" ENGRAVED LETTERING FOR PANEL IDENTIFICATION. 7. ALL PANELBOARDS SHALL BE PROVIDED WITH TYPE -WRITTEN DIRECTORY OF BRANCH CIRCUIT DESIGNATIONS. G. DISCONNECT SWITCHES SHALL BE H.P. RATED, HEAVY DUTY, QUICK -MAKE, QUICK -BREAK. ENCLOSURES SHALL BE NEMA-1 FOR INDOOR LOCATIONS, NEMA 3R FOR OUTDOOR LOCATIONSOR AS OTHERWISE NOTED. H. MOTOR STARTERS SHALL BE MANUAL OR MAGNETIC AS INDICATED ON THE ELECTRICAL DRAWINGS, WITH OVERLOAD RELAYS IN EACH PHASE. WIRING DEVICES (GENERAL PURPOSE RECEPTACLES AND WALL SNATCHES) COLOR SHALL BE COORDINATED WITH CLIENT. PART 3 - EXECUTION A. COLOR CODING OF CONDUCTORS SHALL BE AS FOLLOWS: 1. 208/120 VOLTS, 3 PHASE, 4-WIRE SYSTEM: UNGROUNDED CONDUCTORS: 1 BLACK, 1 RED AND 1 BLUE. GROUNDED (NEUTRAL) CONDUCTOR; WHITE. GROUNDING CONDUCTORS SHALL BE GREEN. 2. 480/277 VOLT, 3-PHASE, 4-WIRE SYSTEM: UNGROUNDED CONDUCTORS: 1 BROWN, 1 YELLOW, AND 1 PURPLE. GROUNDED (NEUTRAL) CONDUCTORS; GREY. GROUNDING CONDUCTORS SHALL BE GREEN. 3. BRANCH CIRCUIT WIRING (#5 AND SMALLER) SHALL BE COLOR CODED BY CONTINUOUS INSULATION COLOR AND FEEDERS AND SERVICES (#4 AND LARGER) SHALL BE CODED AT ALL JUNCTION OR PULL POINTS (EXCEPT LB'S OR LBD'S) USING COLOR MARKERS OR PLASTIC TAPE MANUFACTURED I• FOR THE PURPOSE. B. WIRING METHODS 1. ALL CONDUCTORS SHALL BE INSTALLED IN ELECTRICAL METALLIC TUBING (EMT) UNLESS OTHERWISE NOTED, SPECIFIED OR AS SPECIFICALLY PROHIBITED BY THE AUTHORITY HAVING JURISDICTION. ALL FITTINGS AND COUPLINGS FOR EMT CONDUIT SHALL BE ALL STEEL RAIN TIGHT COMPRESSION TYPE OR ALL STEEL CONCRETE TIGHT SET SCREW TYPE. 2. SCHEDULE 40 PVC CONDUIT, WITH FITTINGS AND COUPLINGS APPROPRIATE FOR THE USE, SHALL BE INSTALLED UNDERGROUND OR BELOW SLABS ON GRADE. 3. TYPE MC CABLE WITH ALUMINUM ARMOR AND INTERNAL GROUND IS ACCEPTABLE FOR USE AS GENERAL BRANCH CIRCUIT WIRING FOR CIRCUITS 20 AMPERES OR LESS AND CONCEALED IN WALLS OR ABOVE SUSPENDED CEILING AND AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. C. ELECTRICAL SYSTEM SHALL BE COMPLETE AND EFFECTIVELY GROUNDED AS REQUIRED BY THE LATEST EDITION OF THE N.E.C. AND LOCAL CODES, D. 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/ARCHITECT. E. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. F. THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD REQUIREMENTS OF POWER AND TELEPHONE COMPANIES, AND SHALL BE FULLY COORDINATED WITH THEM PRIOR TO COMMENCEMENT OF WORK. G. PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES, AND WIRING DEVICES, FOR ALL OUTLETS AS INDICATED. H. MATERIALS, PRODUCTS, AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND SUCH AS APPEAR ON THE UL LIST OF APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF NEC, NEMA, AND IECE. CONTRACTOR SHALL SUBMIT AT LEAST FIVE (5) SETS OF SHOP DRAWINGS OR CUT SHEETS OF LIGHTING FIXTURES, SWITCHES, AND OTHER ELECTRICAL ITEMS FOR APPROVAL BY ENGINEER/ARCHITECT. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING REQUIRED OF HIS WORK. K. ALL LAY -IN LIGHTING FIXTURES SHALL BE SECURED TO THE SUSPENDED CEILING GRID AT EACH CORNER. L. CONTRACTOR SHALL COORDINATE WITH MECHANICAL DRAWINGS AND PROVIDE ALL NECESSARY CONTROL WIRING. M. ALL ELECTRICAL POWER WIRING FOR THE HVAC SYSTEM INCLUDING WIRING THRU LINE VOLTAGE CONTROL DEVICES SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. N. THE CONTRACTOR SHALL CONFIRM WITH THE ELECTRICAL UTILITY COMPANY ANY AND ALL REQUIREMENTS SUCH AS: METERING EQUIPMENT REQUIREMENTS AND METERING EQUIPMENT LOCATION, TRANSFORMER SIZE AND LOCATION OR SERVICE POINT, CONDUIT ENTRY AND LUG SIZE RESTRICTIONS. THE CONTRACTOR SHALL SCHEDULE ALL REQUIRED DOWN TIME FOR THE OWNERS CONFIRMATION. ANY CONFLICTS AND DESCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE 0. PROCEEDING WITH ANY WORK. PER NEC 210.8(B)(2) ALL 15- AND 20-AMPERE, 125-VOLT RECEPTACLES IN NONDWELLING- TYPE KITCHENS TO BE GFCI PROTECTED. P•BRANCH CIRCUIT CONDUCTORS SHALL BE SIZED FOR A MAXIMUM VOLTAGE DROP OF 3% DESIGN LOAD. FBC 2017 FBC ENERGY CONSERVATION SECTION 405.7.3. Q. FEEDER CONDUCTORS SHALL BE SIZED FOR A MAXIMUM OF 2% VOLTAGE DROP PER 405.7.3. ELECTRICAL SHEET INDEX EO.1 ELECTRICAL NOTES, LEGEND & INDEX E2.1 LIGHTING PLAN E3.1 POWER PLAN E5.1 ELECTRICAL RISER DIAGRAM ELECTRICAL LEGEND TELEPHONE OUTLET WITH 3/4" CONDUIT STUBBED OUT FROM WALL 6" ABOVE CEILING. 0 MOUNT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS OTHERWISE NOTED. . DATA OUTLET WITH 3/4" CONDUIT STUBBED OUT FROM WALL 6" ABOVE CEILING. MOUNT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS OTHERWISE NOTED. TELEPHONE/DATA OUTLET WITH 3/4" CONDUIT STUBBED OUT FROM WALL 6" ABOVE CEILING. MOUNTED ABOVE COUNTER, SEE ARCHITECTURAL DRAWING FOR SPECIFIC REQUIREMENTS. TELEPHONE/DATA OUTLET WITH 3/4" CONDUIT STUBBED OUT FROM WALL 6" ABOVE CEILING. 0 MOUNT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS OTHERWISE NOTED. TELEPHONE/DATA OUTLET WITH 3/4" CONDUIT RUN TO THE NEAREST STUD WALL AND STUBBED OUT FROM WALL 6" ABOVE CEILING. PROVIDE BRASS COVER PLATE AND CARPET FLANGE. TELEVISION RECESSED OUTLET. LEGRAND "TVIWMTVSSWCC2". MOUNT AT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS OTHERWISE NOTED. (n 20 AMP SINGLE RECEPTACLE (NEMA 5-20R) MOUNTED AT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS NOTED OTHERWISE. [(11 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R) MOUNTED AT 18" A.F.F. TO CENTER LINE OF ii OUTLET UNLESS NOTED OTHERWISE. AIN 20 AMP QUADRUPLEX RECEPTACLE (NEMA 5-20R) MOUNTED AT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS NOTED OTHERWISE. gGFI 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R) WITH GROUND FAULT CIRCUIT INTERRUPTER, MOUNT AT 18" A.F.F. TO CENTER LINE OF OUTLET. UNLESS NOTED OTHERWISE. ,0131 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R) MOUNTED ABOVE COUNTER 'ti SEE ARCHITECTURAL DRAWINGS FOR SPECIFIC REQUIREMENTS. �f1� 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R) WITH ISOLATED GROUND, MOUNT AT 18" A.F.F. jiff TO CENTERLINE OF OUTLET UNLESS OTHERWISE NOTED. 10, 20 AMP QUADRUPLEX RECEPTACLE (NEMA 5-20R) WITH ISOLATED GROUND, MOUNT AT 18" A.F.F. TO CENTERLINE OF OUTLET UNLESS OTHERWISE NOTED. ® 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R), RECESS FLOOR MOUNTED. PROVIDE BRASS COVER PLATE AND CARPET FLANGE. �i 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R), CEILING MOUNTED. SPECIAL-PURPOSE RECEPTACLE Q JUNCTION BOX QP SINGLE GANG JUNCTION BOX FOR POWER CONNECTION TO MODULAR FURNITURE SYSTEM INSTALL IN EXACT MANNER AS DIRECTED BY FURNITURE SUPPLIER. &/D DOUBLE GANG JUNCTION BSYSTEM. INSTALL IN EXACCTXMANNER LANDOLOCATION ASND RECTO D BYFOR TEEPHNE/DATA CONECTIN TOMFODULAR FURNITURE URNITURE SUPPLIER. EXTEND (2) 3/4" EMPTY CONDUITS FROM JUNCTION BOX TO ABOVE CEILING AND TERMINATE WITH INSULATING BUSHING 6" FROM WALL. 0 TELE/POWER POLE FOR TELEPHONE/DATA/POWER CONNECTION TO MODULAR FURNITURE 8 WIRE SYSTEM (SEE DETAIL THIS SHEET). INSTALL IN EXACT MANNER AND LOCATION AS DIRECTED BY FURNITURE SUPPLIER, WIREMOLD CATALOG # 25DTP-4D W/IVORY FINISH. ® SPECIAL PURPOSE RECEPTACLE MOUNTED BELOW RAISE FLOOR. 4 EXHAUST FAN. SEE MECHANICAL DRAWINGS FOR SPECIFICATIONS. $ SINGLE POLE, 20 AMP, SWITCH. MOUNT 46" A.F.F. TO CENTERLINE OF SNATCH UNLESS OTHERWISE NOTED. $3 3-WAY, 20 AMP, SWITCH. MOUNT 46" A.F.F. TO CENTERLINE OF SWITCH UNLESS OTHERWISE NOTED. $p SINGLE POLE, 20 AMP, SWITCH WITH DIMMER. MOUNT 46" A.F.F. TO CENTERLINE OF SWITCH UNLESS OTHERWISE NOTED. $M MOTOR RATED SWITCH VACANCY SENSOR SWITCH, WATTSTOPPER, MOUNT 46" A.F.F. TO CENTERLINE OF SWITCH UNLESS OTHERWISE NOTED. $ TWO POLE, 30 AMP SWITCH. MOUNT ADJACENT EQUIPMENT TO BE CONTROLLED. ® FACTORY MOUNTED DISCONNECT/STARTER (SEE MECHANICAL SCHEDULE) O A� FUSIBLE DISCONNECT SWITCH A = POLES, B= FRAME SIZE, C= FUSE RATING Ag FUSIBLE MOTOR STARTER DISCONNECT SWITCH A = POLES, B= NEMA SIZE, C= FUSE RATING GROUNDING ELECTRODE & CONDUCTOR SYSTEM TRANSFORMER 0 ELECTRICAL PANELBOARD o- TELEPHONE WOOD BACKBOARD WP WEATHERPROOF T/C TIME CLOCK RE RELOCATED E EXISTING TO REMAIN A.F.F. ABOVE FINISH FLOOR O CEILING MOUNTED DUAL TECHNOLOGY MOTION SENSOR BY WATTSTOPPER. O LV CEILING MOUNTED LOW VOLTAGE DUAL TECHNOLOGY MOTION SENSOR BY WATTSTOPPER. O CEILING MOUNTED DAY LIGHTING SENSOR. SENSOR TO CONTROL THE DIMMING OF ALL FIXTURES DS WITHIN 15' OF THE WINDOWS WITH IN ROOM. III I'IRMI'r ISSUED - CONSTRUC'IION ISSUED - Vz cI-I Q O .a W w v U ] � Lw Q O F-H Q W W � z a W J.projtno.: 2019-0 "3 project manager: MJ checked by: BBB/MP l scale: AS NO date: 03/18/19 f� sheet } E0e1 II project CW7 o U O M F-i Q � w W U � a PT O O H � w W z � W o � � z a .o a 0� --- projt, no.: 2019-0183 project manager: MJ checked by: BLB/MP scale: AS NOTED date: 03/18/19 sheet E2*1 project • m 4 • • fl ...._..._........ DI OFFICE E VFI I i —9 t ENM ABE O { i _ A-32,34 OFFICE JAN; OFFICE �_1 CONFERENCE PAt' A EQUIP, ROOM P A - • • MEN AFIU - 1 A-19 RECEPTION ii M ❑FFICE A-10 WOMEN �4; 2 AHU r_d4*] p0�ln L�3 PLAN • OFFICE B-10,12 CONFERENCE COF C1 �A-11 ❑FFICE f�1 A-1 CONFERENCE ro m OFFICE 0 4 Gxl - 2 ❑FFICE B-5,7 • B-9,11 10 B-13,15 § m ❑FFICE 14 ]GFI MAIN • A-15 ° METER • . GENERAL NOTES OPROVIDE AUTOMATIC CONTROL FOR 50% OF RECEPTACLES IN PRIVATE OFFICE AND OPEN OFFICE AREAS PER NEC 2011 SEC. 406.3 AND ASHRAE 90.1,8.4.2. CONTROL TO BE COMPLETE PLUG LOAD CONTROL PACK SYSTEM OR EQUAL. OOUTLET BOX LOCATIONS TO BE REVIEWED WITH ARCHITECT PRIOR TO CONDUIT AND WIRING INSTALLATION. GC TO ADVISE CLIENT AND ARCHITECT PRIOR TO COMPLETION OF BOX INSTALLATION. OELECTRICAL CONTRACTOR TO PROVIDE MEANS OF SIMULTANEOUS DISCONNECTION OF ALL UNGROUNDED CONDUCTORS, FOR MULTIWIRE BRANCH CIRCUITS, AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES. KEY NOTES OJUNCTION BOX FOR FUTURE LANDSCAPE LIGHTING. CIRCUIT THROUGH PHOTOCELL/ TIMECLOCK. OJUNCTION BOX FOR BUILDING SIGN CIRCUIT. FIELD VERIFY EXACT LOCATION PRIOR TO ROUGH —IN. O2" CONDUITS FOR FIBER/COMCAST. FIELD VERIFY EXACT SIZE, QUANTITY AND TERMINATION POINT PRIOR TO ROUGH —IN. PI3RMII ISSUED CONSTRUCTION ISSUED - � w W � U a w w x W � z S projt. no.: 2019-0183 project manager: Md checked by: BLR/MP I Scale: AS NOTED date: 03/18/19 sheet E3.1 SCHEDULE OF BRANCH CIRCUIT PANEL "A" MAIN: 200 AMP / 3 POLE MAIN CIRCUIT BREAKER, PROVIDE PANEL SPEC: SQUARE D OR APPROVED EQUIVALENT MOUNTING: FLUSH TH FEED THRU LUGS) VOLTAGE: 208/12OV, 30, 4 WIRE AIC SVMM: 22,000 DESCRIPTION WIRE GND. COND. TRIP CKT. A PHASE KVA 1 8 PHASE KVA C PHASE KVA CKT. TRIP I COND. GND. WIRE DESCRIPTION EXTERIOR LIGHTING 12 12 1 2 20 1 0.8 0.8 2 20 i 2 12 12 LIGHTING LIGHTING 12 12 1 2 20 3 0.8 0.8 4 20 1 2 12 12 UGHTING LIGHTING 12 12 1 2 20 5 0.6 0.8 6 20 1 2 12 12 LIGHTING EXTERIOR LIGHTING 12 12 1 2 20 7 0.8 0.8 B 20 1 2 12 12 EXTERIOR RECEPTACLES RECEPTACLES 12 12 1 2 20 9 0.8 0.8 10 20 1 2 12 12 RECEPTACLES RECEPTACLES 12 12 1 2 20 17 0.8 0.8 12 20 1 2" 12 2 RECEPTACLES RECEPTACLES 12 12 1 2 20 13 0.8 0.8 14 20 1 2 12 12 RECEPTACLES RECEPTACLES 12 12 1 2" 20 15 0.8 0.8 20 1 2 12 12 RECEPTACLES EXTERIOR RECEPTACLE 12 12 i 2 20 17 0.8 0.8 8 20 1 2 12 12 RECEPTACLES RECEPTACLES 12 i 2 20 19 0.8 0.8 0 20 1 2 12 12 RECEPTACLES RECEPTACLES 12 1 2 20 21 0.8 0.8 22 20 1 2 12 12 RECEPTACLES RECEPTACLES 12 1 2 20 23 0.8 0.8 24 2012 12 RECEPTACLES RECEPTACLES 12 1 2 20 25 0.8 0.8 26 20 1 2 12 12 RECEPTACLES RECEPTACLES [12 12 1 2` 20 27 0.8 0.8 28 20 1 2 12 12 RECEPTACLES DRINKING FOUNTAIN 12 1 2 20 29 1.0 1.0 30 20 1 2 12 12 LANDSCAPE LIGHTING SIGN CIRCUIT 12 1 2 20 31 1.0 2.5 32 4 3 4 1#10 2#8 EWH SPARE - 20 33 2.5 34 SPARE - 20 35 -1 36 20 - - - SPARE SPARE - - 20 37 - - 38 1 20 - - - SPARE SPARE - - 20 39 40 20 - - - ARE SPARE 20 41 - - 42 20 - - - SPARE 11.5 10.5 8.4 KVA PER PHASE A 1 HA 21.5 19.7 17.6 TOTAL KVA PER PHASE 179.2 164.2 146.7 AMPS PER PHASE 58.8 1 TOTAL KVA SCHEDULE OF BR4NQH CIRCUIT PANEL "B". MAIN: 200 AMP 3 POLE MLO SPEC: SQUARE D OR APPROVED EQUIVALENT MOUNTING: FLUSH VOLTAGE: 208 12OV, 30. 4 WIRE AIC SYMM: 22.000 DESCRIPTION WARE GND. COND. TRIP CKT. A PHASE KVA B PHASE KVA C PHASE KVA CKT. TRIP I COND. GND. WIRE I DESCRIPTION EXTERIOR SERVICE RECEPTACLE #12 #12 1 2 20 1 0.81 4.6 2t3 4 1#10 2#8 AHU-1 SPARE 20 3 - 4.6 4 CU-1 2#10 1#10 3 4 0 5 1.9 4.6 63 4 1#10 2#87 1.9 4.6 8 CU-2 2#8 1#10 3 4 9 2.5 4.6 103 4 1#10 2#8 AHU-3 11 2.5 4.6 12 CU-3 2#8 1#10 3 4 13 2.5 - 14 20 - - - SPARE 15 2.5 - 16 20 - - - SPARE SPARE - - - 20 17 - - 18 20 - - - SPARE SPARE - - 20 19 20 20 - - - SPARE SPARE - - - 20 21 - - 22 20 - - - SPARE SPARE - - - 20 23 - - 24 20 - - - SPARE SPARE - - - 20 25 - - 26 20 - SPARE SPARE - - - 20 27 28 20 - - SPARE SPARE - - 20 29 - - 30 20 - - SPARE SPARE - - - 20 31 - - 32 20 - - - SPARE SPARE - - - 20 33 - 4 20 - - - SPARE SPARE - - - 20 35 - - 6 20 - - SPARE SPARE - - - 20 37 8 20 - - - SPARE SPARE - - - 20 39 - 0 20 - SPARE SPARE - - 20 41 2 20 - - SPARE 10.0 76.7 9.2 9.2 KVA PER PHASE 76.7 76.7 AMPS PER PHASE 27.6 TOTAL KVA EXTERIOR OF BUILDING INTERIOR OF BUILDING 4#3/0 & 1#6G - 2-1/2" PANEL PANEL A" "B" TO-V 3P ONEMA 3R FLORIDA POWER & LIGHT PAD MOUNTED TRANSFORMER MAIN GRADE . ". 1#6G 4#3/0 - 2-1/2" 1 1 6 G G G I 5 O. -- -- G G \Os ` C/W ---- 2 4 G 3 10,-0" L 1 � KEY NOTES O1-#6 GROUNDING ELECTRODE CONDUCTOR IN 1" SCHEDULE 40 PVC CONDUIT. OEXOTHERMIC CONNECTION. ELECTRICALLY CON- TINUOUS STEEL REINFORCING BAR (20FT MIN. LENGTH) IN BOTTOM OF BUILDING FOUNDATION IN DIRECT CONTACT WITH EARTH. O10 FT. LONG x 3/4" DIAMETER COPPER DRIVEN GROUND ELECTRODE. 4O EXOTHERMIC CONNECTION. (TYPICAL) OMAKE CONNECTION TO METALLIC COLD WATER ENTRANCE PIPE BEFORE FIRST VALVE WITH HEAVY DUTY BRONZE GROUND CLAMP. OPROVIDE (1) 1/0 BONDING JUMPER AROUND FIRST VALVE. MAN ELEC�T�3C�a(� G30�C�G� DaC�G�Q�iJ N.T.S. P �N Ewa. �U N m a 0 w a� rao E projt. no.: 2019-0183 project manager: MJ checked by: gig/MP scale: AS NOTED date: 03/18/19 sheet E591 LLproject MECHANICAL NOTES 1. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY FOR THE INSTALLATION OF A COMPLETE SYSTEM IN ACCORDANCE WITH THESE DRAWINGS, THE FLORIDA BUILDING CODE 2017 AND ALL OTHER APPLICABLE STATE, COUNTY AND LOCAL ORDINANCES AND THE LATEST ADDITION OF THE FOLLOWING PUBLICATIONS; SMACNA-85, 92, 95; ASHRAE 15-01, 34-01, 62-04; NFPA 70-02, 72-02, 90A-02, 90B-02, 91-99, 96-01; ANSI Z10.1-98, Z10.3-98, Z21.8-94, Z21.83-98. 2. THE CONTRACTOR SHALL FAY ALL COSTS OF PERMIT, INSPECTIONS AND ALL OTHER COSTS INCIDENTAL TO THE COMPLETION AND TESTING OF THIS WORK. 3. THE CONTRACTOR SHALL SIT THE SITE AND COORDINATE WORK WITH OTHER TRADES. 4. THE CONTRACTOR SHALL SUPPLY THE ARCHITECT WITH "AS -BUILT" DRAWINGS. 5. CONTRACTOR Sh{ALL SUBMIT, FOR APPROVAL FIVE [5] COPIES OF MANUFACTURER'S DRAWINGS FOR EACH PIEC OF EQUIPMENT AND CONTROLS INCLUDED IN CONTRACT. 6. ALL MATERIAL SHALL BE NEW OF U.S. MANUFACTURER OF GOOD QUALITY. ALL WORK SHALL BE PERFORMED AT INDUSTRY STANDARD QUALITY LEVEL BY CERTIFIED PROFESSIONALS. ALL EQUIPMENT SHALL BE UL OR ETL LISTED. ALL INSTALLATIONS SHALL COMPLY WITH FMC 2017, CH. 3, GENERAL REGULATIONS. BUILDINGS LOCATED WITHIN 3,000 FT FROM THE OCEAN SHALL UTILIZE NON-FERROUS MATERIALS FOR ALL OUTDOOR EXPOSED SUPPORTS, STANDS, FASTENERS, ETC. 7. DUCTWORK: A. ALL AIR CONDITIONING DUCT WORK SHALL BE OF 1-1/2" (R-6) HEAVY DUTY FOIL REINFORCED FIBERGLASS WITH MANUFACTURER'S LOGO PRINTED ON VAPOR BARRIER a� ALL FLEX DUCT SHALL BE RATED CLASS I, UL-181 LISTED WITH METALLIZED INNER AND OUTER FOIL LINERS, MIN. R-6 WITH A MAX. TOTAL LENGTH NOT TO EXCEED 15 FT. FLEXIBLE DUCTWORK ELBOW SUPPORTS AT EACH DIFFUSER, GRILLE, AND REGISTER EQUAL TO "FLEXFLOW ELBOW" AS MANUFACTURl D BY "THERMAFLEX". C. ALL EXHAUST DUCTS A D OUTSIDE AIR DUCTS SHALL BE GALVANIZED SHEET METAL WITH SEALED SEAMS AND JOINTS. ALL OUTSIDE AIR DUCT SHALL BE INSULATED WITH EXTERNAL BLANKET INSULATION R-6 MIN. ALL METAL EXHAUST, MAKE-UP OR OTHERWISE DUCTS INSTALLED IN LOCATIONS WHERE DEWPOINT CONDITIONS CAN OCCUR INSIDE THE DUCT SHALL BE EXTERNALLY INSULATED WITH R-6 MIN. THE CONTRACTOR SHALL PROVIDE ALL SHEETMETAL DUCTWORK, HANGERS, AUX. SUPPORT STEEL, ETC. ALL METAL DUCTS SHALL BE FABRICATED IN ACCORDANCE WITH LATEST EDITION OF S.M.A.C.N.A. SPECL& SMACNA DUCT PRESSURE LASSES BASED ON OPERATING PRESSURE ARE: 1/2", 1", 2", 3", 4", 6", AND 10". EACH DUCT YSTEM SHALL BE CONSTRUCTED FOR THE SPECIFIC DUCT PRESSURE CLASS SHOWN ON PLANS.' WHERE NO PRESSURE CLASS IS SPECIFIED FOR CONSTANT VOLUME SYSTEMS, 1" W.G. PRESSURE CLASS IS THE BASIS OF COMPLIANCE WITH THE SMACNA STANDARDS REGARDLESS OF VELOCITY. WHERE NO PRESSURE CLASS IS SPECIFIED FOR VARIABLE VOLUME SYSTEMS, 2" W.G. PRESSURE CLASS IS THE BASIS OF COMPLIANCE WITH THE SMACNA STANDARDS FOR DUCTWORK UPSTREAM OF VAV BOXES. ALL DUCTWORK SHALL BE SEALED TO SMACNA "HVAC DUCT CONSTRUCTION STANDARDS" FOR ITS PRESSURE CLASS SEALING METHODS. 9. OUTSIDE AIR INTAKES SHA L BE SCREENED WITH A CORROSION RESISTANT MATERIAL NOT LARGER THAN 1/2" MESH. O/A IN AKES SHALL NOT BE TAKEN FROM A LOCATION CLOSER THAN 10 FT. FROM ANY CHIMNEY, VENT OUTLET OR SANITARY SEWER VENT OUTLET, UNLESS SUCH VENT IS NOT LESS THAN 24 INC ES ABOVE THE OUTSIDE AIR VENT. OUTSIDE AIR INTAKE VENTS LOCATED ON ROOFS WILL BE PROPERLY MARKED WITH A UNIVERSAL MARKING "INTAKE", PERMANENTLY ATTACHED PER FMC 2017, SEC. 401.5 10. DUCT SIZES SHOWN ARE I SIDE DIMENSIONS. 11, ALL AIR DEVICES (DIFFUSES, REGISTERS AND GRILLES) SHALL BE ALL ALUMINUM CONSTRUCTION WITH EXPOSED SURFACE OFF WHITE BAKED ENAMEL FINISH OR AS SPECIFIED BY ARCHITECT. DEVICES SHALL BE AS SPECIFIED OR EQUAL TO TITUS OR METALAIRE. PROVIDE OPPOSED BLADE DAMPERS AT ALL DIFFUSERS AND REGISTERS AS INDICATED ON PLANS. PROVIDE BALANCING DAMPERS FOR ALL SUPPLY AND RETURN DIFFUSERS AND REGISTERS TO ENSURE COMPLAINCE WITH FMC 2017, PAR. 601.5 AND PAR. 603.18 FOR BALANCED AIR FLOW. 12. TEMPERATURE CONTROLS/THERMOSTAT: A. SHALL BE COMBINATIONI COOLING/HEATING, WITH SYSTEM "COOL —AUTO — HEAT —OFF" AND FAN "ON —AUTO" SELECTOR SWITCHES. PROVIDE PROGRAMMABLE TYPE AS RECOMMENDED 13Y MANUFACTURER, HONEYWELL OR EQUAL. PROVIDE TAMPER PROOF COVERS. I 13. THERMOSTAT LOCATION SHALL BE APPROVED BY OWNER AND ENGINEER BEFORE INSTALLATION. INSTALL THERMOSTAT 48" TO 54" A.F.F. PER A.D.A REQUIREMENTS WHERE APPLICABLE. MECHANICAL CONTRACTOR iSHALL COORDINATE WITH ELECTRICAL CONTRACTOR ALL REQUIREMENTS FOR JUNCTION BOXES, CONDUITS, CONTROL WIRING, POWER, ETC. AND DEFINE RESPONSIBILITIES AND SCOPE OF WORK FOR; EACH TRADE PRIOR TO ANY PURCHASING OR INSTALLATION. WHENEVER THERE ARE MORE THAN ONE SENSOR OR THERMOSTAT, SIDE BY SIDE, THEY SHALL BE GANGED TOGETHER WITHIN ITHE SAME COVER PLATE WHEREVER POSSIBLE. CONTRACTOR SHALL COORDINATE THIS ISSUE WITH ARCHITECT/OWNER PRIOR TO INSTALLATION AND SHALL BRING ANY DISCREPANCY TO THE ENGINEER'S ATTENTION. 14. REFRIGERANT LINES SHALLIBE COPPER, TYPE T' HARD DRAWN WITH WROUGHT COPPER BRAZING —JOINT TYPE FITTINGS, USE BRAZING MATERIALS FOR HIGH PRESSURE PIPING PER AWS A5.8: BCuP SERIES COPPER —PHOSPHORUS ALLOY OR BAgi SILVER ALLOY. REFRIGERANT LINES SHALL' BE SIZED PER MANUFACTURER'S RECOMMENDATIONS. SOFT COPPER TYPE "M" SHALL BE ALLOWED FOR RISER PIPING INSIDE CHASE TO LIMIT NUMBER OF JOINTS. COORDINATE WITH ENGINEER FOR PRIOR APPROVAL. ALL EXPOSED INSULATION SHALL BE PROTECTED WITH UV RESISTANT PAINT OR ALUMIN. SHIELD. 15. ARMAFLEX INSULATION SHELL BE USED FOR SUCTION LINES (1/2" FOR ABOVE 40' F AND 1" FOR BELOW 40- F) PER FLORIDA ENERGY CODE TABLE 4-11 FOR PIPING INSULATION. FILTER/DRYER AND SIGHT GLASS SHALL BE PROVIDED AT LIQUID LINES. 16. ALL BRANCH TAKE —OFFS TO BE PROVIDED W/ MANUAL VOLUME DAMPERS. PROVIDE RADIUS ELBOWS WHERE FEASIBLE, SQUARE ELBOWS AND TEE'S SHALL BE FURNISHED W/SINGLE FOIL TURNING VANES. PROVIDE MANUAL VOLUME DAMPERS WITH EXTRACTOR AT ALL FLEX TAKE —OFFS. PROVIDE REMOTE, CABLE OPERATED VOLUME DAMPERS IN INACCESIBLE AND HARD CEILING AREAS, "YOUNG REGULATOR" OR EQUAL. 17. PROVIDE NEW FILTERS FOR ALL AIR CONDITIONING EQUIPMENT BEFORE START—UP, REPLACE PRIOR TO FINAL ACCEPTANCE BY OWNER. 18. PROVIDE SMOKE DETECTORS WITH SERVICE ACCESS DOORS IN ALL SUPPLY AIR DUCTS FOR FANS AND AHU'S SERVING A COMMON PLENUM OF 2000 CFM OR ABOVE. FOR SMOKE DETECTORS NOT VISIBLE, IN CONCEALED SPACES, PROVIDE REMOTE ANNUNCIATION/TEST STATION AS REQUIRED BY AUTHORITY HAVING JURISDICTION, COORDINATE PRIOR TO INSTALLATION. DETECTORS SHALL BE BY ONE MANUFACTURER, COORDINATE VOLTAGE ETC. WITH ELECTRICAL CONTRACTOR AND FIRE ALARM SYSTEM BEFORE ORDERING. UPON DETECTION, SMOKE DETECTORS SHUT DOWN ASSOCIATED AIR MOVING EQUIPMENT AND ALL AIR MOVING EQUIPMENT SERVING THAT COMMON PLENUM. 19. PROVIDE TYPE "B" DYNAMIC FIRE DAMPERS WITH SERVICE ACCESS DOORS IN ALL DUCTS AND OPENINGS PENETRATING FIRE RATED WALLS, MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS, TENANT SEPARATION, PARTITIONS, FLOOR OR ROOF SLABS AND AT OUTSIDE AIR INTAKES AS REQUIRED. PROVIDE RADIATION DAMPERS IN RATED CEILINGS FOR ALL CEILING OPENINGS, CEILING FANS, DIFFUSERS OR GRILLES RATED FOR USE IN THE CEILING ASSEMBLY. PROVIDE LOW —LEAKAGE CLASS DAMPERS FOR ALL SITUATIONS WHERE THE AIRFLOW CFM HAS TO BE CONTROLLED. VERIFY AND REPLACE AS REQUIRED FOR EXISTING SYSTEMS. 20. HVAC CONTRACTOR SHALL PROVIDE A T & B REPORT PER F.B.C. 2017, CH. C408.2.2 (THE T & B REPORT SHALL BE INDEPENDENT FOR SYSTEMS OVER 15 TONS) FOR ALL MECHANICAL EQUIPMENT, AIR DEVICES, DAMPERS, AHU'S AND FANS, THE TEST AND BALANCE REPORT SHALL BE IN ACCORDANCE WITH THE AIR BALANCE COUNCIL STANDARDS AND SHALL INCLUDE AIR QUANTITIES FOR ALL SUPPLY GRILLES, RETURN GRILLES AND EXHAUST GRILLES AND THE LEAVING AND ENTERING AIR TEMPERATURE (F) FROM SUPPLY GRILLES AND EVAPORATORS. FOR (EXISTING) SMOKE EVACUATION SYSTEMS HVAC CONTRACTOR SHALL PROVIDE A T & B REPORT PRIOR TO ANY NEW WORK, PROVING THAT THE SMOKE EVACUATION SYSTEM PERFORMS PER ORIGINAL DESIGN DOCUMENTS AND IS COMPLIANT WITH LOCAL CODE REQUIREMENTS. 21. RUN INSULATED FIRE RATED CONDENSATE DRAINS AS REQUIRED. 22. ALL INSULATION WILL HAVE FIRE/SMOKE RATING LESS THAN 25/50. 23. MECHANICAL EQUIPMENT ON ROOF OR ELEVATED STRUCTURES SHALL COMPLY WITH FBC 2017 PAR. 306.5 IF INSTALLED HIGHER THAN 16 FEET A.F.F. MECHANICAL EQUIPMENT INSTALLED IN ATTICS SHALL MEET THE REQUIREMENTS OF FBC—ENERGY 2017 PAR. C403.2.7.6 IF THE EQUIPMENT CAN NOT BE SERVICED/REMOVED THROUGH REQUIRED OPENING. MECHANICAL EQUIPMENT SHALL BE PROTECTED WITH MECHANICAL BARRIERS IF EXPOSED TO MECH. DAMAGE. ALL EQUIPMENT SHALL BE INSTALLED ON 6" CONCRETE PAD AT GRADE LEVEL . NOTE: AIR HANDLING UNITS ARE NOT ALLOWED IN COMMERCIAL ATTICS. SPECIAL NOT ALL WIND LOAD AND OTHER COMPLIANCE CALCULATIONS AND/OR INSTALLATION DETAILS FOR ROOF MOUNTED EQUIPMENT AS REQUIRED BY FBC 2017, SEC. 1509, 1522 AND CHAPTER 16, SHALL BE PROVIDED BY STRUCTURAL ENGINEER/ARCHITECT. 24. PROVIDE A MIN. OF 36" CLEARANCE IN FRONT OF ALL 120-208 VOLT PANELS AND MIN. 42" CLEARANCE IN FRONT OF ANY 240-480 VOLT PANEL. PROVIDE ADEQUATE SIDE CLEARANCE PER NEC. 25. MECHANICAL PLANS IN GENERAL, ARE DIAGRAMMATIC IN NATURE, AND ARE TO BE READ IN CONJUNCTION WITH ARCHITECTURAL, PLUMBING, ELECTRICAL, FIRE SPRINKLER, AND STRUCTURAL PLANS AND SHALL BE CONSIDERED AS ONE SET OF DOCUMENTS. DUCT AND PIPING OFFSETS, BENDS AND TRANSITIONS SHALL BE REQUIRED TO PROVIDE AND INSTALL A COMPLETE FUNCTIONAL SYSTEM AND SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. CHANGES IN DUCTWORK SIZE AND ROUTE WILL BE REQUIRED TO AVOID STRUCTURAL, PLUMBING, FIRE SPRINKLER AND ARCHITECTURAL BUILDING FEATURES. DUCTWORK CHANGES MAY BE MADE BY CONTRACTOR USING EQUIVALENT SIZED DUCT. CONTACT ENGINEER IF DUCT AREA WILL NOT FIT. 26. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO BIDDING, ORDERING, FABRICATION OR INSTALLATION OF MATERIALS OR EQUIPMENT, IN ORDER TO PROVIDE A FULLY INTEGRATED MECHANICAL AND CONTROLS SYSTEMS WITH THE EXISTING ONES. ANY DISCREPANCY BETWEEN EXISTING CONDITIONS AND PLANS, OR ADDITIONAL CLARIFICATION REQ'D SHALL BE BROUGHT TO THE ATTENTION OF ENGINEER PRIOR TO FINAL BIDDING AND WORK. 27. NO COMBUSTIBLE MATERIALS ARE ALLOWED IN RETURN AIR PLENUMS OR ABOVE CEILINGS USED AS RETURN AIR PLENUM. IF SPACE WITH RETURN AIR PLENUM HAS ANY DECK TO DECK PARTITIONS, AIR TRANSFER DUCTS MUST BE INSTALLED. WHEN CPVC PIPING IS USED FOR FIRE SPRINKLER SYSTEMS, THE R/A GRILLES LAYOUT SHALL BE (FIELD) COORDINATED WITH SUCH PIPING SO THAT NO PORTION OF THE GRILLES WILL BE DIRECTLY BELOW THE CPVC PIPING. 28. CONDENSATE DRAIN PIPING TO BE AS SPECIFIED PER PLUMBING PLANS, IF NOT SPECIFIED TO BE TYPE "L" COPPER OR PVC WHERE ALLOWED BY CODE WITH 1/2" ARMAFLEX INSULATION. PROVIDE APPROVED WATER LEVEL DETECTOR OR FLOAT SWITCH TO AUTOMATICALLY SHUT DOWN THE AIR COND. UNIT, AS A SECONDARY DRAIN SYSTEM TO COMPLY WITH FMC 2017, SEC. 307 SUPPLY CONDENSATE PUMP WHERE NECESSARY AS IMPOSED BY FIELD CONDITIONS OR INSTALLATION CHANGES AND PIPE TO CONDENSATE DRAIN PER PLUMBING PLANS. 29. MANUFACTURER'S WARRANTY: CONTRACTOR SHALL PROVIDE WARRANTY FOR A PERIOD OF (1) ONE YEAR AFTER BUILDING C.O. FOR ALL MECHANICAL SYSTEMS, DUCTWORK, CONTROLS ACCESSORIES AND ALL OTHER EQUIPMENT, PARTS AND LABOR UNDER THESE DRAWINGS AND AND SPECIFICATIONS. CONTRACTOR SHALL PROVIDE WARRANTY FOR COMPRESSORS FOR (5) FIVE YEARS. ANY REPAIRS REQUIRING SYSTEM SHUTDOWN WILL BE DONE DURING NON —OPERATIONAL PERIODS OR AS AGREED WITH OWNER. MECHANICAL SHEET INDEX SHEET# DESM TKM MO.1 MECHANICAL NOTES, LEGEND & INDEX M2.1 MECHANICAL FLOOR PLAN M6.1 MECHANICAL SCHEDULES MECHANICAL LEGEND EF CEILING OR INLINE EXHAUST FAN ® SUPPLY AIR CEILING DIFFUSER r� RETURN AIR CEILING GRILLE STANDARD SINGLE DUCT VVT BOX 1� WALL LOUVER / WALL DIFFUSER. (3'0" SERVICE CLEARANCE) LINEAR DIFFUSER O THERMOSTAT L— MANUAL VOLUME CONTROL DAMPERO HUMIDISTAT MD MOTORIZED DAMPER Q REFRIGERANT SENSOR FD FIRE DAMPER SP STATIC PRESSURE SENSOR ► REDUCER OR INCREASER ®pp DUCT SMOKE DETECTOR FLEX DUCT AP —ACCESS PANEL EXISTING FLEX DUCT —1----' - AD —ACCESS DOOR EXISTING DUCTWORK VCD VOLUME CONTROL DAMPER ®UP SUPPLY & OUTSIDE AIR MOD MANUALLY OPERATED DAMPER SECTION (UP) j DN SUPPLY & OUTSIDE AIR cAG SUPPLY AIR DIFFUSER OR GRILLE DESIGNATION SECTION (DN) UP RETURN OR EXHAUST DUCT rac CFM RETURN/EXHAUST AIR DIFFUSER OR GRILLE DESIGNATION SECTION (UP) ® VARIABLE FREQ. DRIVE CONTROL PANEL i DN RETURN OR EXHAUST DUCT SECTION (DN) SUPPLY AIR ROUND UP RETURN AIR -1rU/C DOOR UNDER CUT SHOE TAP DAMPER Typ- EQUIPMENT TAG OUTSIDE AIR ROOF TOP UNIT ® ROOFTOP UNIT RTU- R1U- ROOF TOP UNIT VAV- VARIABLE VOLUME BOX SOLENOID VALVE. EF - EXHAUST FAN RE RELOCATE NOT ALL SYMBOLS MAY APPLY TO THESE PLANS HVAC ABBREVIATION LEGEND AC AIR CONDITIONING MCA MINIMUM CIRCUIT AMPS (FOR WIRE SIZING) AFF ABOVE FINISH FLOOR MOD MANUALLY OPERATED DAMPER BDD BACK DRAFT DAMPER MOCP MAXIMUM OVERCURRENT PROTECTION DEVICE AMP CD CONDENSATE DRAIN NO NOISE CRITERIA COP COEFFICIENT OF PERFORMANCE 0/A OUTSIDE AIR DB DRY BULB OBD OPOSITE BLADE DAMPER DIA, DIAMETER PD PRESSURE DROP. E EXISTING TO REMAIN R EXISTING TO BE RELOCATED EER ENERGY EFFICIENCY RATIO R/A RETURN AIR EDH ELECTRIC DUCT HEATER RLA RATED LOAD AMPS. EF EXHAUST FAN SEER STANDARD ENERGY EFFICIENCY RATIO ESP EXTERNAL STATIC PRESSURE TSP TOTAL STATIC PRESSURE F FILTER VD VOLUME CONTROL DAMPER FD FIRE DAMPER VFD VARIABLE FRECUENCY DRIVE FLA FULL LOAD AMPS. WB WET BULB FMS FLOW MEASURING STATION IPLV INTEGRATED PART —LOAD VALUE. NOTE: NOT ALL SYMBOLS MAY APPLY TO THESE PLAN. PERMIT ISSUED - CONSTRUCTION ISSUED - u .n 44 V � v c, projt, no.: 2019-0183 project manager: MJ checked by: BLB/MP scale: AS NOTED date: 03/18/19 sheet I M 001 project M_ qM E rojoi Looll _ sum WWI WA ki WA NEW mom IWA 0Elm lm 0 A LOBBY 150 0 0 ECHAMCAL PLANT 0 1 /a•=T'-o• NORTH am SPIN i 10ni■n 0 a FI • • A 200 A • FIC X • 0o JzAA FIC 0 A • 150 op -ERE KEY NOTES O8"0 UP TO ROOF CAP FOR EXHAUST. O10"0 UP TO ROOF CAP O/A INTAKE, MAINTAIN 10'-0" CLEAR FROM AL EXHAUST AND VENT. w - 01;ON� N a a w zU� w Q O w� Oo as W o z Q sheet M 2.1 project ! LOCKING QUADRANT TO BE EXPOSED - FLEXIBLE DUCT WITH INSULATION & VAPOR BARRIER - TIE TO J� STRUCTURAL SUPPORTS 2" WIDE METAL BAND SUPPORT SQUARE TO ROUND ADAPTER - FAN SCHEDULE SELECTION DATA I FAN DATA I MOTOR DATA I G84ERAL DATA TAG SERVICE AREA MANUF.(*) I MODEL GONFIG. CFM ESP ("WG) SONES HP RPM DRIVE VOLTAGE N(LIBS) GHTDWENSIONSL"xW xH" OL"xW"G CONTROL ACCESSORIES EF-1-5 BATHROOMS GREENHECK SP-1370 CEILING 50 .2 1.1 45 WATT 563 DIRECT 120/1/60 10 14X12X8 * LIGHT INTERLOCK 1-7 (*) APPROVED EQUAL MANUFACTURER: COOK, TWIN -CITY, ACME, PENN ACCESSORIES NOTES: GENERAL FAN NOTES: 1. PROVIDE GRILLE COLOR PER ARCH. SPECS a. MOTOR STARTERS, DISCONNECTS (IF NOT FACTORY PROVIDED) AND ALL EQUIPMENT 2. PROVIDE BACK DRAFT DAMPER NORMAL POWER AND EMERGENCY POWER WIRING BY ELEC. CONTRACTOR 3. LOCATE BACK DRAFT DAMPER AT DISCHARGE 4. PROVIDE FACTORY MOUNTED DISCONNECT SWITCH AND INTEGRAL THERMAL OVERLOAD PROTECTION, 6. ALL CONTINUOUS -DUTY MOTORS SHALL BE PROVIDED WITH OVERLOAD PROTECTION COORDINATE WITH ELECTRICAL CONTRACTOR PRIOR TO ANY PURCHASING. ACCORDING TO NATIONAL ELECTRICAL CODE PAR. 430-32. 5. PROVIDE BIRD SCREEN C. FIELD ADJUST OPENINGS WITH STRUCTURE. 6. SUPPORT FROM STRUCTURE COMPLETE WITH VIBRATION ISOLATORS 7. PROVIDE WEATHERHOOD DRAIN AND CORROSION COATING. d. ALL OUTDOOR EQUIPMENT SHALL COMPLY WITH LOCAL ZONING NOISE B. PROVIDE WITH MOTORIZE DAMPER. ORDINANCE OR NOT EXCEED A NOISE LEVEL OF 65dB AS MEASURED 9. PROVIDE MOTOR SIDE GUARD RADIALLY 30 FT. FROM THE EQUIPMENT IN ALL DIRECTIONS. 10. PROVIDE SPARK RESISTANCE CONSTRUCTION FAN e. COORDINATE WITH ELECTRICAL CONTRACTOR BEFORE BIDDING OR ORDERING ANY EQUIPMENT. f. SEE PROJECT PLANS AND SPECIFICATIONS FOR OTHER FIELD SUPPLIED ITEMS AND ADDITIONAL INFORMATION. g. ALL FANS ON ROOF SHALL BE PAINTED AS PER ARCHITECTURAL SPECS. GALV. STEEL ROD OR STRAP SUPPORTS PER SMACNA STANDARDS SIDE TAKE -OFF FITTING WITH DAMPER, BELL MOUTH OR SHOETAP TYPE SQUARE TO ROUND MAIN SUPPLY AIR ADAPTER -- DUCT, SEE PLANS FOR TYPE AND INSULATION ----------- GYPSUM BC CEILING NYLON DRAWBAND AND MASTIC AT EACH CONNECTION _ I7L LOUVERED FACE CEILING DIFFUSER 1-1/2" X 1-1/2" X 1/8" GALV. ANGLE OR STRAP PER SMACNA CONNECT INNER DUCT WITH DRAWBAND AND SEAL WITH TAPE/MASTIC OUTERDUCT AT NECK CONNECTION! PROVIDE THERMAL INSULATION BLANKET IF INSTALLED IN UNCONDITIONED SPACE SUSPENDED TYPE LOUVERED FACE CEILING DIFFUSER CEILING SYSTEM WITH 2' X 2' LAY -IN ALUM. PANEL DIFF IL TAG SUPPLY AIR GRILLE SCHEDULE TAG MANUF. & MODEL FACE SIZE NECK SIZE MATERIAL FRAME FINISH DAMPER THROW NC FM RANG NOTES A TITUS/ TDCA-AA 24X24 SEE SCH. ALUM. NOTE #3 WHITE OBD 4-WAY MAX. 30 LSEE SCH. L 1-6 (*) EQUIVALENT MANUFACTURER: METALAIRE, PRICE, CARNES, T & B, NAILOR GENERAL NOTES 1. PROVIDE SPIN -IN COLLAR AT TRUNK TO FLEX DUCT CONNECTION. 2. PROVIDE TYPICAL 4-WAY DIFFUSION, 2-WAY OR 3-WAY ONLY WHERE INDICATED ON PLAN 3. REFER TO ARCHITECT PLANS FOR CEILING TYPE. FLEX SCFEDLP 4. FINAL COLOR SELECTION SUBJECT TO ARCHITECT APPROVAL. 5. FLEX DUCT SIZE TO BE SAME AS DIFFUSER NECK SIZE. 60" 50-125 CFM 6. PROVIDE INSULATION ON THE BACK OF DIFFUSER IF IN UNCONDITIONED SPACE. 80" 130-200 CFM too" 205-330 CFM CONTRACTOR SHALL VERIFY WITH ARCHITECT AND TENANT/OWNER, 120" 335-450 CFM PRIOR TO ANY PURCHASING OR INSTALLATION, IF A BULDING 140" 455-600 CFM STANDARD HAS TO BE FOLLOWED REGARDING A SPECIFIC MODEL OR MANUFACTURER AND SHALL BRING ANY DISCREPANCY TO 160" L�� 605-700 CFM THE ATTENTION OF ENGINEER. TA RETURN AIR GRILLE SCHEDULE TAG MANUF. & MODEL FACE SIZE NECK SIZE MATERIAL FRAME FINISH DAMPER THROW NC CFM RANG NOTES AA TITUS/ PAR -AA 24X24 SEE SCH. ALUM. NOTE #1 WHITE OBD - MAX. 30 SEE SCH. 2-3 (*) EQUIVALENT MANUFACTURER: METALAIRE, PRICE, CARNES, T & B, NAILOR 9EN91ML NpljEg CONTRACTOR SHALL VERIFY WITH ARCHITECT AND TENANT OR OWNER, PRIOR TO ANY PURCHASING OR INSTALLATION, 1. REFER TO ARCHITECT PLANS FOR CEILING TYPE. IF A BUILDING STANDARD HAS TO BE FOLLOWED REGARDING 2. FINAL COLOR SELECTION SUBJECT TO ARCHITECT APPROVAL. A SPECIFIC MODEL OR MANUFACTURER AND SHALL BRING 3. PROVIDE INSULATION ON THE BACK OF DIFFUSER IF IN ANY DISCREPANCY TO THE ATTENTION OF ENGINEER. UNCONDITIONED SPACE NECK WE CFM RANGE NECK SIZE CFM RANG 6X6 0-150 CFM 15X15 0-900 CFM 8X8 0-250 CFM 18X18 0-1350 CFM 1OX10 0-400 CFM 22x22 0-2000 CFM 1 2X1 2 0-600 CFM AIR CONDITIONING SPLIT SYSTEM EQUIPMENT SCHEDULE CONDENSING UNIT CU TAG MANUFACTURER & MODEL NOMINAL TONNAGE CAP. STAGES (S)EER/IPLV I REFRIG./LBS UQ./SUCT. LINES NO. FANS FAN FLA(EA) I NO. COMP. OMP.RLA(EA)l VOLTAGE/PH MCA/MOCP WEIGHT (LBS) L x W x H (IN) NOTES CU-1 CARRIER/24ABC MA003 3.0 1 16 R41OA/- 3/8:7/8 1 0.50 1 14.1 208/1/60 1&1/30.0 165 35X35X29 1-8 CU-2,3 CARRIER/24ABC 42AO03 3.5 1 16 1 R41OA/- 3/8:7/8 1 1.20 1 17.9 208/1/60 23.6/40.0 213 35X35X40 1-8 AIR HANDLING UNIT AHU TAG MANUFACTURER & MODEL TOTAL MBH SENSIBLE MBH TOTAL CFM O/A CFM E.S.P.("W.G.) ENT. DB/WB LEAV. DB/WB ROWS/FPI FAN HP/FLA HEATER KW VOLTAGE MCA/MOCP WEIGHT (LBS) L x W x H (IN} NOTES AHU-1 CARRIER/FV4CNF005T00 34.1 25.0 1200 120 - 120 0.4 80/67 - - 0.50/4.30 8 208/1 44.7/45.0 172 22X23X54 1-8 AHU-2,3 CARRIER/FV4CNF005T00 41.1 29.7 1400 140 - 140 0.4 80/67 - - 0.50/4.30 8 208/1 44.7/45.0 172 22X23X54 1-8 NOTES 1. UNITS RATED PER ARI 210, 240 AND 270, APPROVED EQUAL: TRANE, YORK, LENOY„ ETC. 2. PROVIDE WITH ELECTRIC EXPANSION VALVES, LIQUID LINE FILTER DRYER AND MULTI -USE SERVICE VALVES 3. PROVIDE COMPRESSOR WITH CRANKCASE HEATER AND MIN. 5-YEAR WARRANTY 4. PROVIDE HIGH AND LOW PRESSURE CONTROL AND OVER TEMPERATURE PROTECTION. 5. PROVIDE WEATHERPROOF ELECTRIC CONTROLS AND SINGLE SIDE SERVICE ACCESS 6. PROVIDE DISCONNECT BY ELECTRICAL CONTRACTOR FOR C.U., COORDINATE PRIOR TO PURCHASING 7. PROVIDE REFRIGERANT LINES SIZE AS RECOMMENDED BY MANUFACTURER, NOT TO EXCEED 50 FT. EQUIV. LENGTH FOR LONGER RUNS COORDINATE WITH MANUFACTURER PRIOR TO PURCHASE OR ANY WORK. 8. CONTRACTOR TO COORDINATE WITH ELECTRICAL TO INSURE THAT THE CONDENSING UNIT AND RACK ARE TIED TO THE LIGHTNING PROTECTION SYSTEM ON THE ROOF. COORDINATION NOTE: MECHANICAL CONTRACTOR SHALL COORDINATE ALL ELECTRICAL REQUIREMENTS AND ACCESSORIES WITH ELECTRICAL CONTRACTOR PRIOR TO PURCHASING AND INSTALLATION AND SHALL BRING ANY DISCREPANCIES TO THE ATTENTION OF ENGINEER 3/8" ALL THREADED __\ STEEL ROD & STUD 3/8" BOLTS ANCHOR (TYPICAL) SLAB (4 REQ.) BUILT-IN DISCONNECT SWITCH 0/AI VID DU SECONDAR DRAIN PAN, TO EXTEND 4" BEYOND UNIT ON ALL SIDES. PROVIDE FLOAT SWITCH TO SHUT DOWN UNIT AS SECON RY DRAIN PAN FILLS. CG TURNING HAN%`3INQ HANG ALL DUCT PER SMACNA STANDARDS A __'Ir V AD CHANNEL STRAP & SADDLE r 3 0 x � WU X ~ m wx0 Za1- 0Zz W FL Z J Q �3w <90 W�� 23 -1 wm;� x0m 24" 4" MIN. NOTE: THERE CAN BE NO OVERHANG OR OBSTRUCTION(S) TO AIR FLOW DIRECTLY ABOVE CONDENSING UNIT. , TURNING TEE BLADE ROD W R DAMPER CONTROL 2" X 2" X 3/16" STEEL ANGLE WITH 3/8" BOLTS TO BASE OF UNIT AND 3/8" EXPANSION ANCHORS WITH 3-1/2" EMBEDMENT INTO CONCRETE PAD SPACE ALL FASTENERS AT 12" O.C. AND 6" MAX. FROM ENDS. (TYPICAL 4 SIDES) 2" X 2" X 3/16" STEEL ANGLE WITH 3/8" BOLTS TO BASE OF UNIT AND 3/8" SLEEVE ANCHOR INTO CONCRETE PAD. (TYPICAL CU-1 TWO SIDES) SLAB TO EXTEND A MINIMUM OF 4" BEYOND UNIT ON ALL SIDES. . -"- u -.--i-' MINIMUM 6" ABOVE GRADE W/1"MIN. STATIC REFRIGERANT LINES (SEE MANUFACTURER RECOMMENDATION FOR S/A DUCT DRAIN X 1" UNISTRUT PRIMARY DRAIN PAN-/ W/ AUTOMATIC FLOAT SWITCH NOTES QiVAC DETAIL) PER 2017 FBC(M) 1. SUSPEND AIR HANDLING UNIT FROM ROOF STRUCTURE IN CEILING SPACE (HORIZONTAL POSITION) WITH 3/8"0 THREADED STEEL RODS AND VIBRATION ISOLATORS. SEE STRUCTURAL PLANS FOR LOCATION OF BEAMS, JOISTS, ETC.. MECHANICAL CONTRACTOR SHALL PROVIDE ALL REQ'D. STEEL NOT INDICATED ON STRUCTURAL PLANS, 2. RUN CONDENSATE LINE TO EXTERIOR OF BUILDING PER PLUMBING PLANS. INSULATE SECTION LOCATED ABOVE CEILING. CONDENSATE DRAIN SHALL BE TRAPPED AS REQUIRED BY AHU MANUFACTURER. 3. ADEQUATE CLEARANCE FOR MAINTENANCE, FILTER REMOVAL AND UNIT REMOVAL SHALL BE PROVIDED. UNIT MANUFACTURER SHALL PROVIDE DETAILED ACCESS REQUIREMENTS TO CONTRACTOR PRIOR TO INSTALLATION OF UNIT & FIELD VERIFY INSTALLATION UPON COMPLETION OF 10% WORK. HVAC UNIT DETAIL NOT TO SCALE LIT MOUNTING DET TO SCALE PrRMrr ISSUED - 1 l CONSTRUCTION ISSULD - 1 a 8�N o i~oA� a o.cEm MAI a> o a o. �n .� projt. no.: 2019-0183 Lproject manager:Mi_. checked by: BLB/MP scale: AS date: Y _NOTED 03/18/19 sheet M 6.1 project F orf a J � 3/a" ` A I NyIG HOG �l\T UR _ H 0L.5 5 00 I I� DOM. WATER ISOMETRIC N.T.S. RELIEF PIPE E1 3/4" GRAVEL --GROUT AT INLET 1-1/2" CONDENSATE DRAIN 12" MIN. (TYP) LINE FROM BUILDING 12" MIN. (TYP) 24" DIAMETER X 30" LONG SECTION OF CORRUGATED METAL DRAINAGE PIPE FILL PIPE WITH 3/4" GRAVEL. LL DETAIL PLUMBING FIXTURE SCHEDULE LAV LAVATORY, AMERICAN STANDARD #0491.019 RONDALYN COUNTER TOP, FAUCET, T&S BRASS BS-2701-VF05 SINGLE LEVER HANDLE W/ETF 460 A GRID DRAIN. HANDICAP LAVATORY, AMERICAN STANDARD, LUCERNE WALL HUNG LAVATORY MODEL #0356.028. WHITE, WITH T&S BRASS FAUCET BS-2701-VF05. CONTRACTOR TO SUPPLY CONCEALED ARM SUPPOR HLAV SUPPORT CARRIER FOR MOUNTING OF LAV. WADE MODEL # 520-M36. SUPPLY PLUMBEREX MODEL #4333 INSULATION KIT. MUST MEET A.D.A. CODE. WC WATER CLOSET, AMERICAN STANDARD 2333,100 FLOOR MOUNTED, WHITE CENTOCO SEAT # 500CC,',OPEN FRONT WITH COVER. A.D.A EL 1.28 ELONGATED OR EQUAL. HANDICAP WATER CLOSET; AMERICAN STANDARD #215AA.004 FLOOR MOUNTED, WHITE, CENTOCO SEAT HWC #50OCC, OPEN FRONT WITH COVER. A.D.A EL 1.28 ELONGATED 18" HIGH OR EQUAL. SINGLE STAINLESS STEEL SINK, 25 X 22 DAYTON MODEL #K-12522 WITH A SK T&S BRASS FAUCET MODEL #B-0199-01-NO5 WITH A 5-11/16" SPREAD GOOSENECK WITH 4" WRIST BLADL FAUCET HANDLES. FIAT MSB MODEL # 2424 MOLDED TERRAZZO BASIN WITH DRAIN BODY AND STRAINER. MOP FIAT SERVICE SINK FAUCET MODEL #830-AA, WITH FIAT 832-AA HOSE AND HOSE BRACKET SK DISCHARGE; PAIL HOOK AND TOP BRACE; VACUUM BREAKER, FIAT #889-CC MOP HANGER AND BP SPLASH CATCHER WALL GUARD. HANDICAP/DRINKING FOUNTAIN, ELKAY BI-LEVEL. WALL MOUNTED HDF/DF BARRIER FREE MODEL # EZSTL8WSLK WITH BOTTLE FILLER, WADE 440-AM11-M36 CARRIER AS REQUIRED. 115V, 4.5 A, MUST MEET A.D.A. CODE. WATER HEATER SHALL BE 30 GAL. ELECTRIC 208V, 1 PHASE, 4.5 KW. EWH LOCHINVAR TALL MODEL ETT-030-KD. UR URINAL AMERICAN STANDARD, WASHBROOK #6501.010, FLUSH VALVE SLOAN ROYAL #186-1, WALL MOUNTED, WHITE URINAL. WALL CARRIER, WADE # 400AM11-M36. MUST MEET A.D.A. CODE. GENERAL NOTES: (1) - FIXTURES SHALL BE AS SHOWN OR EQUAL. (2) - ALL FIXTURES SHALL COMPLY WITH TABLE 604.4 OF FBC 2017 3 - ALL FIXTURE TRIM PACKAGES INCLUDING BUT NOT LIMITED TO TRAP, ANGLE STOP, FLUSH VALVE, SUPPLY TUBES, AND CLEANOUT COVER PLATES SHALL BE OF THE SAME FINISH AS THE ABOVE SPECIFIED FAUCET AND PER ARCHITECTURAL FINISH SCHEDULE. (4) - ALL FIXTURES SHALL BE ROUGHED IN PER MANUFACTURER CUT SHEET TO MAINTAIN UNIFORMITY. HEAT TRAP (OMIT IF HEAT TRAP IS AN INTEGRAL PART OF HEATEF HOT WATER TO FIXTURES AS SHOWN ON PLANS - PROVIDE FULL PORT BALL SHUTOFF VALVES PROVIDE PIPE UNIONS, DIELECTRIC IF REQUIRED FOR DISSIMILAR METALS. ATTACH STRAP W/ 3/8" LAG SCREWS INTO BLOCKING OR STUDS 2" 16 GAGE STRAP AROUND HEATER - THERMOSTAT AND PRESSURE REGULATOR FURNISHED WITH WATER HEATER. DRAIN PAN WITH MINIMUM 2" HIGH SIDES STUD WALL 2x BLOCKING BETWEEN STUDS (TYP) EXPANSION VALVE I 1/3H 2/3H 2'-0" �1 COLD WATER SUPPLY TO WATER HEATER. I PROVIDE A 2107 TEMPERATURE AND 150 PSI PRESSURE RELIEF VALVE WITH TEST LEVER SIZED WITH AGA/CGA TEMPERATURE STEAM RATING 10% OVER HEATER INPUT PROVIDE A HARD ! COPPER RELIEF u VALVE DISCHARGE LINE FULL SIZE OF VALVE OUTLET RUN TO INDIRECT WASTE IN SAME ROOM OR TO OUTSIDE BUILDING 6" ABOVE GRADE WITH A VISIBLE AIR GAP IN SAME ROOM PER FLORIDA _ BUILDING CODE 2014 SEC. 506.7.1 DRAIN VALVE BY HEATER MANUFACT. 1/2" PLYWOOD PLATFORM ABOVE MOP SINK ® 8'-0"AFF V.I.F. MOUNTING HEIGHT W/LOCAL BLDG. OFFICIAL & ARCHITECT. B-LINE FIG. 83066 ANGLE BRACKET (TYP.2) PROVIDE A DRAIN PAN, RUN OVERFLOW LINE TO EXTERIOR OF BUILDING AT 6" ABOVE GRADE OR NEAREST APPROVED INDIRECT WASTE. 3/8" LAG SCREW (4 MIN.) INTO BLOCKING OR STUDS PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. REFER TO ISOMETRIC RISER FOR PIPE SIZES. SET HEATER THERMOSTAT AT 120' F. PROVIDE MIXING VALVES AS REQUIRED AT LAVATORIES TO COMPLY WITH FBC ENERGY 504.3 PLATFORM MOUNTED WATER I NOT TO SCALE R DETAIL PLUMBING NOTES 1. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY FOR THE INSTALLATION OF A COMPLETE SCOPE OF WORK. ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH THE FLORIDA BUILDING CODE 6TH EDITION (2017) - PLUMBING, APPLICABLE LOCAL CODES, RULES, AND ORDINANCES. 2. PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. 3. ALL MATERIALS SHALL BE NEW AND OF GOOD QUALITY. 4. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY -OPERATIONAL. ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE A PART OF THIS CONTRACT. 5. REQUIRED INSURANCE SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 6. PLUMBING CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, INSPECTIONS AND TESTS. PLUMBING CONTRACTOR SHALL OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT. PLUMBING CONTRACTOR MUST BE PRESENT FOR ALL INSPECTIONS OF HIS WORK BY REGULATORY AUTHORITIES. 7. CONTRACTOR SHALL SUBMIT TO ARCHITECT/ENGINEER, FOR REVIEW & APPROVAL, FIVE (5) SETS OF MANUFACTURER'S CUT SHEETS FOR EACH FIXTURE, PIPING/FITTING MATERIAL AND EQUIPMENT ITEM WITH ASSOCIATED CONTROLS, THAT ARE INCLUDED IN THE CONTRACT. 8. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. 9. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. REPORT ANY DISCREPANCY TO ARCHITECT/ENGINEER PRIOR TO BEGINNING CONSTRUCTION. 10. VERIFY LOCATION, SIZE, DIRECTION OF FLOW AND INVERT ELEVATIONS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION. ADVISE ARCHITECT/ENGINEER OF ANY DISCREPANCIES. 11. WATER DISTRIBUTION PIPING ABOVE AND BELOW GROUND SHALL BE TYPE "L" COPPER. ALTERNATE PIPING & FITTING MATERIALS MAY BE USED IN ACCORDANCE WITH FLORIDA BUILDING CODE 6TH EDITION (2017) - PLUMBING, TABLES 605.3, 605.4 & 605.5, WHEN APPROVED BY ENGINEER OF RECORD AND LOCAL AUTHORITY HAVING JURISDICTION. PROVIDE ALTERNATE FOR CPVC PIPING & FITTINGS EQUAL TO LUBRIZOL CORZAN OR FLOW -GUARD GOLD. PROVIDE ALTERNATE FOR PEX TYPE 'A' PIPING & FITTINGS EQUAL TO UPONOR. ALTERNATES ARE PERTINENT FOR WATER SERVICES KNOWN OR DETERMINED TO HAVE ACIDIC CHARACTERISTICS OR OTHER PARTICULAR CIRCUMSTANCES AS DEEMED APPROPRIATE BY DIRECTIVE FROM THE OWNER. CONTRACTOR SHALL PERFORM A WATER TEST TO DETERMINE WATER CHEMISTRY PRIOR TO ANY WORK OR PIPING INSTALLATION AND SHALL SUBMIT TEST RESULTS TO THE ARCHITECT/ENGINEER FOR REVIEW AND APPROVAL. DISINFECTION OF POTABLE WATER SYSTEM SHALL COMPLY WITH FLORIDA BUILDING CODE 6TH EDITION (2017) - PLUMBING, SECTION 610. ALL WATER PIPING & FITTINGS SHALL BE OF DOMESTIC MANUFACTURE; SPECIFICALLY IN THE UNITED STATES OF AMERICA. 12. SOIL, WASTE, VENT, AND RAINWATER (DWV) PIPING & FITTINGS SHALL BE CAST IRON OR PVC, WHERE CODE ALLOWS. PVC MAY NOT BE USED THRU RATED ASSEMBLIES OR IN PLENUMS. PVC PIPING SHALL BE SOLID -CORE ONLY; FOAM -CORE PIPING SHALL NOT BE ACCEPTED. CAST IRON PIPING & FITTINGS SHALL BEAR THE CISPI-301 MARK. ALL DWV PIPING & FITTINGS SHALL BE OF DOMESTIC MANUFACTURE; SPECIFICALLY IN THE UNITED STATES OF AMERICA. 13. ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE ANGLE STOPS AND APPROPRIATELY MARKED ACCESS PANELS (WHERE REQUIRED). COORDINATE LOCATIONS WITH GENERAL CONTRACTOR PRIOR TO INSTALLATION. 14. PROVIDE APPROVED WATER HAMMER ARRESTORS FOR ALL (GROUP) PLUMBING FIXTURES, SIZED & LOCATED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS & PDI-WH2O1. 15. PROVIDE DIELECTRIC COUPLINGS OR FLANGES BETWEEN ALL DISSIMILAR METALS IN PIPING AND EQUIPMENT CONNECTIONS. 16. ISOLATE COPPER PIPING FROM METALLIC HANGERS OR SUPPORTS WITH ISOLATOR PADS OR NON-CONDUCTIVE MATERIAL. 17. ALL FIRE RATED FLOOR AND WALL PENETRATIONS SHALL BE PROPERLY PROTECTED FROM FIRE, SMOKE AND WATER PENETRATION BY FILLING ANNULAR SPACE BETWEEN PIPING AND SLEEVES WITH INTUMESCENT CAULK, TO ACHIEVE THE SAME RATING AS WALLS OR FLOORS, AS PART OF THE PLUMBING CONTRACTOR'S WORK. 18. PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE BY OWNER. 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. 19. PROVIDE ACCESS PANELS FOR ALL CONCEALED VALVES. ACCESS PANELS IN RATED WALLS SHALL MAINTAIN THE SAME RATING AND SHALL MATCH THE FINISH OF THE WALL IN WHICH IT IS INSTALLED. 20. PROVIDE COMBINATION CLEANOUT PLUG AND COVER PLATE OR ACCESS PANEL FOR ALL WALL CLEANOUTS. FINISH TO MATCH NEARBY FIXTURE TRIM. 21. NO COMBUSTIBLE MATERIAL SHALL BE INSTALLED IN MECHANICAL ROOMS NOR IN CEILING SPACES WHERE USED AS RETURN AIR PLENUMS. 22. NO WATER, SANITARY OR DRAINAGE PIPING SHALL BE INSTALLED IN ELECTRICAL OR ELEVATOR EQUIPMENT ROOMS. 23. ALL CONTROL VALVES SHALL BE TAGGED AND MARKED. A REPRODUCIBLE DIAGRAM LOCATING ALL VALVES SHALL BE FURNISHED FOR OWNER/OPERATOR. 24. CONDENSATE DRAIN PIPING SHALL BE TYPE "L" COPPER WITH ARMAFLEX INSULATION AND A VAPOR -BARRIER JACKET PER FLORIDA BUILDING CODE 6TH EDITION (2017) - ENERGY CONSERVATION, TABLE C403.2.8. PVC WITHOUT INSULATION IS ACCEPTABLE FOR RISERS AND BELOW GRADE PIPING. WHEN USED IN A RETURN AIR PLENUM, PVC PIPING WITH INSULATION IS ACCEPTABLE IN LOCATIONS WHERE ALLOWED BY LOCAL CODES. CONDENSATE PIPING SHALL NOT DRAIN ONTO THE ROOFING SYSTEM NOR ANY OF ITS COMPONENTS. CONDENSATE PIPING ARRANGEMENT IS EXEMPT FROM MINIMUM EQUIPMENT CLEARANCE REQUIREMENTS PER FLORIDA BUILDING CODE 6TH EDITION (2017), SECTION 1522.3.5. ALL HORIZONTAL RAINWATER PIPING RUN ABOVE FINISHED FLOOR THAT RECEIVES CONDENSATE DISCHARGE SHALL BE INSULATED WITH ARMAFLEX AND A VAPOR -BARRIER JACKET. 25. HOT WATER PIPING INSULATION SHALL BE PROVIDED IN ACCORDANCE WITH FLORIDA BUILDING CODE 6TH EDITION (2017) - PLUMBING, TABLE 607.5 & FLORIDA BUILDING CODE 6TH EDITION (2017) - ENERGY CONSERVATION, TABLE C403.2.8. CONTRACTOR SHALL USE ARMAFLEX OR EQUAL WHERE APPLICABLE. WHERE DOMESTIC WATER TEMPERATURES CAN CAUSE SWEATING, ALL COLD WATER PIPING SHALL BE INSULATED WITH ARMAFLEX INSULATION AND A VAPOR -BARRIER JACKET, PER FLORIDA BUILDING CODE 6TH EDITION (2017) - ENERGY CONSERVATION, TABLE C403.2.8. 26. AIR ADMITTANCE VALVES MAY BE USED AS AN ALTERNATE TO VENT PIPING THRU ROOF WHERE ACCEPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION. INSTALLATION METHODS SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND RE UIREMENTS. 27. PROVIDE ANGLE STOPS ON ALL WATER SERVICE LINES TO FIXTUR S FOR INDIVIDUAL SHUT-OFF. 28-STUDOR MINI/MAXI AIR ADMITTANCE VALVES MAY BE USED AS AN ALTERNATE TO VENT PIPING THRU ROOF WHERE ACCEPTABLE BY THE PLUMBING OFFICIAL AND LOCAL CODES. INSTALLATION SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS. 29. ALL HORIZONTAL RAINWATER PIPING THE RECEIVES CONDENSATE DISCHARGE FROM AIR CONDITIONING EQUIPMENT SHALL BE INSULATED WITH 1" THK. ARMAFLEX. 30. PLUMBING PLANS IN GENERAL, ARE DIAGRAMMATIC IN NATURE, AND ARE TO BE READ IN CONJUNCTION WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, FIRE SPRINKLER, STRUCTURAL AND CIVIL PLANS AND SHALL BE CONSIDERED AS ONE SET OF DOCUMENTS. PIPING MODIFICATIONS SUCH AS OFFSETS, BENDS, TRANSITIONS, AND SIZES SHALL BE REQUIRED TO PROVIDE AND INSTALL A COMPLETE FUNCTIONAL SYSTEM AND SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. CHANGES IN PIPE SIZES AND ROUTING SHALL BE REQUIRED BY THE CONTRACTOR TO AVOID CONFLICTS AND TO ADAPT TO EXISTING FIELD CONDI1IONS PROVIDED THAT INSTALLATION MEETS ALL APPLICABLE CODES. 31. SUPPLY TRAP PRIMER FOR ALL FLOOR DRAINS, FLOOR SINKS, HUB DRAINS, ETC. SHOWN ON PLANS. 32. CONTRACTOR TO FIELD VERIFY ALL SUPPLY PRESSURE REQUIREMENTS AND LIMITATIONS. PROVIDE PRESSURE REDUCING VALVE IF REQUIRED. [PO'l PLUMBING SHEET INDEX SHEETi DESCRIPTION PLUMBING NOTES, LEGENDS, ISOMETRICS, AND DETAILS P2.1 SANITARY PLAN P3.1 DOMESTIC WATER PLAN PLUMBING LEGEND CO CLEAN OUT 5 S SANITARY SEWER PIPING S.O.V. SHUT-OFF VALVE $- - - - j VENT PIPING COTC CLEAN OUT TO GRADE 5 - DOMESTIC COLD WATER PIPING FS FLOOR SINK - - HOT WATER PIPING (110') CW DOMESTIC COLD WATER fr----s HOT WATER PIPING (140') HW DOMESTIC HOT WATER 5-----5 HOT WATER RECIRCULATING PIPING HWR DOMESTIC HOT WATER RECIRCULATING 5--CD --- S CONDENSATE PIPING HB HOSE BIBB �--CAS COMPRESSED AIR PIPING VTR VENT THRU ROOF S-- T&P TEMPERATURE AND PRESSURE RELIEF GATE VALVE LSD-S STORM DRAIN PIPING �OQ GLOBE VALVE G -i GAS PIPING N CHECK VALVE S-O-S PIPE RISE UP �G GAS SOLENOID VALVE PIPE DOWN OR DROP ♦�# GAS COCK E CAPPED END OF PIPE Y WATER HAMMER ARRESTER (PDI No.) POINT OF CONNECTION FD FLOOR DRAIN P-TRAP PROVIDE TEST TEE WITH SCREWED COUNTER- SUNK ASS PLASTIC PLUG: TAPERED -THREAD WITH TFE JOINT COMPOUND. - WHERE CLEANOUT TEE IS CONCEALED IN A CHASE OR PARTITION, PROVIDE A ROUND 18 GAUGE STAINLESS STEEL COVER WITH BEVELED EDGES AND FLATHEAD MACHINE SCREW. >, 'I 1 4 °� CONCRETE FLOOR SLAB COLUMN OR PARTITION AS SHOWN ON FLOOR PLAN CLEANOUT FACE SHALL BE WITHIN 4" OF WALL SURFACE. PROVIDE PIPE EXTENSION IF REQUIRED. NOTE: PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY WASTE BRANCHES NOT SERVED WITH A FLOOR CLEANOUT: LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4' OF FLOOR. CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS. WALL CLEANOUT DETAIL NOT TO SCALE SHOCK ARRESTOR SCHEDULE P.D.I. DESIGNATION MANUF. & MODEL FIXTURE UNITS CONNECTION A SIOUX CHIEF 652-A 1-11 1/2" B SIOUX CHIEF 653-B 12-32 3/4" C SIOUX CHIEF 654-C 33-60 1" SIOUX CHIEF SHOCK ARRESTORS APPROVED FOR INSTALLATION WITH NO ACCESS DOOR REQUIRED. CONFORMS TO ANSI/ASSE 1010 STANDARDS. SLOPE OF HORIZ. DRAINAGE PIPE SIZE (inches) MINIMUM SLOPE (inch per foot) 2-1/2 or less 1/4 3to6 1/8 8 or larger 1/16 TABLE 704.1 OF THE FLORIDA PLUMBING CODE 2017 H O � W w u U a H Q �acG CIO o F O z W z ■C 2 'o projt. no.: 2019-0183 project manager: MJ checked by: BhB/Mp scale: date: AS NOTED 03/18/19 sheet P0.1 PERMIT ISSUED - CONSTRUCRONISSUED - project z I za 2+ N 4,5 C7 i.� projt. no.: 2019-0183 project manager: MJ checked by: gbg/Mp scale: AS NOTED date: 03/18/19 sheet PLprojelet HB I ti HB i OFFICE' I OFFICE I I i I I I OFFICE OFFICE ep OFFICE OFFICE ABOVE, — --� HWC°N It. rfd:, Ti 11 HWC I� OFFICE SK I I n I p JAN: I I HLAV I HLAV ❑FFICE 8 0 v a ItJ ICE I ---�_ CO FFEE/ h`11 COPY WC ...,,, f EQUIP: MROOM AV IV EN t _ WOMEN ❑FFICE -- — I f�a OFFICE I DF/HDF - - - - - - - - - - - - - - - - - - - -- ---- CONFERENCE RECEPTION I' . M 0 HB I OMCS`Il �C WQTEF-1 pLQ CONFERENCE � nmmm�mn wwun,mmm..,,a„ m CONFERENCE m M • 0 0 • u IHB KEY NOTE Oj t" DOMESTIC WATER LINE, FIELD VERIFY EXACT SIZE AND LOCATION PRIOR TO ROUGH —IN. PERMIT ISSUED CONSTRUCTION a � w W U U a wOn z W a Rol Cn 0 projt. no,: 2019-0183 project manager: MJ checked by: BEB/MP scale: AS NOTED date: 03/18/19 sheet P301 project