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3440 St Johns Pkwy 1020 18-1985 (a) Life Satety Plan
COUNTY OF SEMINOLE IMPACT FEE STATEMENT ST'AT'EMENT NUMBER: 18100004 BUILDING APPLICATION ff: 18-10000424 BUILDING PERMIT NUMBER: 18-10000424 DATE: May 03, 2018 Ig' Iq' '),K-Tvv UNIT ADDRESS: ST JOHNS PKWY 3440 UNITS 12&13 26-19-30-5AE-2900-0000 TRAFFIC GONE:022 JURISDICTION: SEC: TWE': RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: J&K SANFORD LLC ADDRESS: 215 CLERMONT RD LAKE MARY FL :32746 LAND USE; BLDG B WAREHOUSE/OFFICE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3440 ST JOHNS PKWY.4 BLDG B UNITS 12 & 13 / 5000 SF / WAREHOUSE W/OFFICE FEE BENEFIT RATE UNIT CALL UNIT TOTAL DUE TYPE DIST SCHED RAPE UNITS TYPE ------------------------------------------------ --------------------------- ROADS-ARTERIALS CO -WIDE ORD Office ROADS -COLLECTORS N/A Office FIRE RESCUE N/A LIBRARY N/A SCHOOLS N/A .PARKS N/A LAW ENFORCE N/A DRAINAGE N/A CREDIT FEES: SCI ROAD ARTERIALS C Warehousing* 1,545.00 .180 1000gsft 278.10 .00 .180 1000g3ft .00 .00 .00 .00 .00 .00 .00 358.00180 1000gsft 64.44- AMOUNT DUE 213.66 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT; OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE` 1101 EAST FIRST STREET, SANFORD FL, 32771, 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 THPAYMENT SHOULD YCHECK EICOUNTYBUILDINGGPERMIT NUMBEMONEY ORDER, RATTHETNSHOULD REFERENCE OPLEFTOFTHISSTATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE AC EXISTING EXISTING 9 YE EXISTING EXIT EXIT EXIT 150AMP I 12'X14' ROLL -UP DOOR I 12'X14' ROLL -UP DOOR I 150 AMP 150 AMP 12'X14' ROLL -UP DOOR I ELECT, I EXISTING I EXISTING I ELECT. ELECT. I EXISTING PANEL I I I I PANEL PANEL I I I I I I I I I I I I I I I I I I I I i I 36"X48" SPACE •' 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ---------------- - - - - -I L - - - - - - -- -+ - - - - - - - - -- I L ------------------- I I � / I I I L I I I 0I 01 0 o d 0I UNITS #3 AND 44 of OPEN WAREHOUSE SPACE AI 61632 S.F. GROSS AREAI ' I S -I STORAGE WAREHOUSE AREA 6,632 S.F. 1300 S,F, PER PERSON IN WAREHOUSE AREA = 23 PERS/ L_uO j I j I I I j — — — >_ — — — 8E—tWEL DISTANCE TO EXTERIOR EXIT DOOR I J N_W12'HICHWALL M1 FE EXIT'; rI ADA S_AVICE 3•T NAHU WOMEN'S / � _Z MUPSINK ABBVEON r PLATFORM xxxxxxxxAxx _IL1 - - x Hi�oA.f, I o I Cl V_ - I 3 D Id 663 OC( %TOL N.:NI'HI HWA!L HALLI4 1 i I ' / ADA BREAK -RM ' MEN'S I to 1T-9° X 6'-0" — / R.F. I-, — ---_y I k I— F - MEETING � 10'9"X12'6" N O�EN WORKSPACE 13 -41 X 20'-4 x 32 PERSONS MAX. J I OCCUPANCY SIGN x Y f I< OFFICE { 10'9"X10'0" / EXISTING EXISTING < - 51-41W X 5I.0" WINDOW EXIT �. - - E T 5'•4"W X S'•0" WINDOW EXISTING EXISTING WINDow 5A`WX5SOIWINDOW r-4°wzs�7lwiNGOW \ ENTRY 5A`WEXX alNINDOW NOTE: TRUSS WARNING SIGNS SHALL BE INSTALLED IN ACCORDANCE WITH FL STATUTE 633. COORDINATE WITH FIRE INSPECTOR FOR EXACT LOCATION. Lu I I I I I I I I I I I I I I I /I - PROVISIONS FOR BARRIER FREE DOOR(S) U} PUSH SIDE cf7 ME 18" MINIMUM 24" PREFERRED un w � z �I 3 f— CL (A) FRONT APPROACHES CL NOTE: x = 12 IN IF THE DOOR Has BOTH A CLOSER AND A LATCH. U IT 0 PULL SIDE 54t MINIMUM �� �'"► x V)PUSH SIDE �( .- B) H I NGE SIDE APPROACHESNOTE: y = 48 IN MIN. IF DOOR HAS CHANGES IN LEVELS IN ACCESSIBLE ROUTES NOTE: x = 36 1N MINIMUM IF y - 60 IN x = 42 IN MINIMUM IF y = 54 IN, BOTH A LATCH\ND11 CLOSER, 1 PULL SIDE i PUSH SIDE V 1 24" MINIMUM 0 24„M[N x z T vi 0 L7) vi Z O v 02 � J x = QO a- p o l xQ z u ww OLD Q Rutz J J Lu E- NOTE: y = 54 IN MINIMUM IF THE DOOR HAS A CLOSER EL (LDLu UQHOJ Z zcn G. m Z Q �. QO 0 w cn a- vT O p ��-Z� :S ( C) LATCH SIDE A P P R 0 A C H S NOTE: y = 48” IN MINIMUM IF THE DOOR HAS A CLOSE , LIFE -SAFETY EGRESS INFORMATION; APPLICABLE CODES LEVEL 2 ALTERATION BUILDING: FBC 2017 EDITION PLUMBING: FPC 2017 EDITION NOTE: FIRE -ALARM DRAWING A.D.A: FAC 2017 EDITION AND INSTALLATION, PERMITTING BY OTHERS LIFE SAFETY: FFPC 2017 EDITION MECHANICAL: FMC 2017 EDITION GAS: FBC 2017 EDITION ELECTRICAL: NEC 2014 EDITION OCCUPANCY GROUP "B" OCCUPANCY: "B" BUSINESS TOTAL PEOPLE: 32 COUNT 6,632 S.F.1300 S,F, PER PERSON IN WAREHOUSE S- I STORAGE AREA = 23 PERSON 868 S.F./ 100 S.F. PER PERSON IN OFFICE AREA = 9 PERSON / EMPLOYEES IN COMMON BUSINESS AREA 7,500 S.F. TOTAL AREA ------ MAX. DISTANCE OF TRAVEL TO EXIT = 250'. (ALLOWED) OCCUPANCY CAPACITY: -:,.2 INCHES PER OCCUPANT X 32 = 6.4" INCHES MIN, REQUIRED PROVIDED EGRESS. (5) 36" EGRESS DOORS =ISO" INCHES CONSTRUCTION TYPE AMAX LLOWA EAA9,500 S.F.BLE >5OSFBLE [TABLE 503 TYPE II -B UNPROTECTED YES-SPRINKLERED z.��►ytif��>�I� �3�.11L:D1�1�1 �l�.i�i�! A PERMIT I ,SUED `;HAI! BE CON ;TRUED TO 8E A LICC::NSE To PROCEED UATFI'rPIE WORK AND NO•I' AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE. ANY OF THE PROVISIONS OFT HE -rECHNICAL_ CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PUNS, CONSTRUCTION OR VIOLATIONS OF THIS CODE B -BUSINESS OFFICE AREA 868 S.F. / 100 S.F. PER PERSON IN OFFICE AREA = 9 PERSON 1 EMPLOYEES IN COMMON BUSINESS AREA. INTERIOR FINISHES CLASS; EXITS; 'B' EXIT ACCESS; 'C' OTHER SPACES; 'C' I. S.S. FINISH LEVER, PREMIUM GRADE LEVER ACTION HARDWARE TO BE USED OWNER TO SELECT MANUFACTURE 2. PROVIDE DOOR CLOSER @_D ALL BATHROOMS, EXTERIOR DOORS, EGRESS DOORS 3 PANIC HARDWARE IS REQUIRED LEGEND — PATH OF EXIT TRAVEL r TRAVEL DISTANCE ORIGIN EXIT DOOR- SINGLE DOOR 34° CLEAR( (0.2)= I PERSON F FIRE EXTINGUISHER 7 SOUND ALARM .b EMEKG. LIGHTING ® FIRE ALRM (PULL STATION) PROJECT NOTES: BUILDING REQUIRES AN APPROVED FIRE -PROTECTION SPRINKLER SYSTEM DESIGNED BY A LICENSED & CERTIFIED SPRINKLER ENGINEER & INSTALLED BY A LICENCED/CERTIFIED CONTRACTOR -I LIFE SAFETY EGRESS KEY PLAN; UNIT'S #3, & 41- 7,1500 S.F. TOTAL GROSS AREA SCALE: 3116" = P-0" 868 S.F. GROSS AIC OFFICE AREA j Cffy of Sanford Oil and Grease Program Initials &Date PERMIT #______ eta I LIFE SAFF_TY LEGEND NEW EXIT WIILLUM, EXIT SIGN COMBO & PATH OF TRAVEL AREA CALCULATIONS: GROSS TOTAL GROSS AREA; 7500 SF NUMBER OF TENANTS: w O Z QJ w Z Lu 0 I� CI U o = o STANLEY P. HOELLE A R C H I T E C T 1114 MISTLE TUE UR. DAYTONA ©EACH FLORIDA ]2117 386-295-9750 Lu Z d - vi 0 L7) vi Z O v 02 � -- N u I O Z ~ w p � w ,20-50 0 �u QO a- p o l xQ z u ww OLD L X Zp Rutz J J Lu J DCL cc' OOm Z w > ° � 0 1=- LLwn LLw Lp °�N0� 0< a (LDLu UQHOJ Z zcn G. m Z Q �. QO 0 w cn a- vT O p ��-Z� :S � v) 0< m[0 ¢ O 0 w Z w �` �wuc°¢ p amu- O ¢° z �Z° , RsL-�Z)w. J O O °� 0- 00 0 LL O i ¢ -1 w Lu u�Li OI�T Q �--O � O o _ J J J J O Z J LL Z � O�•EL ¢w _. ¢ ¢ ¢ LAC, d 0 � moi- 0 w se% � Z O Qc 0 >< 0 w f� r 0 C_) C) ink- t� (6Erf EAL �� V 1 I I \ 0 1 STANLEY P. HOELLE 3 u903� . 1111 MISrLETOE Q L AYTONA BEACH, FU ` S.P.H. EL=T # CHE �� r E � � A- SCALE: AS NOTED DA -FE: 04-23-2018 I� -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I I I If I 0 � I � I �Q I I I rJ O X I w I — I I i I I I sgb-n iivm Q3iv� 3U T10H I BIX { I I C,- r x - - x x 110-19 I 6 x �c 9',Z I x A-101 _x 119 �1Y x ca z - x _a 1 1 __u I D l o ;< �� x X I X x X m Q O r---- 1 O �!� :2,-2 rvll - EOL 6 '74 x L_U I X ! 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I I X I X I i — — -----—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-!-—-—-—-—-—-—-—-—-—-—-—-—----—-—-—-—-—-—-—-—-— - — - — -— — —--—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-I—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—i- — - — - -f — -- _— - — - — -- M i I - ------------------------------- i cJ I I I I — p a i-= I � L1-' I I I I I X i I j i i i r I I I I o I 3 x I Ln N i I I I S9�-n iw GIM R 13 T10H II lSI I I I 1 I I I I I I C) I I I I I I -- STANLEY P. HOELLE A R C H I T E C T 1114 MISTLETOE DR. DAYT011A BEACH FLORIDA 32117 386-295-9750 LU 7 CK� - ON V) Z U 0 � in U D o- O E LLI Q V W O N vii O Z w vi Q J Z 0 0 3:u Q —I°p ° u QOU RU7X J > J 0 4 m 0 LU ~ E n O O w LJI-' ;> LL, � 0 �- I=— E w r,_ O[ o 0 V) w Ln <L`yuu000 'TQ �C9=amu N �o o C) a (i + - d O C7 n w Q oo 7� >I0 Z CL � O o O u V) 0LU CL. 0u0¢�7 Z W 0 :1) O O w-7 w vi Fw- U Oo Q 0 c✓ U- V w� F Q 0 Z Q 7_ 0 u.. 0 0 0 I¢- w 11 Z �d-'J Z0.6 ° �m 0 LL 0 0 u wuww O b Ti; O = J W J J_j 7 Z LU 0 /� W u QwQOQQO�!�r� Q cn CD w cy oCQl O - CD CSI' M Q C[ "' z 00 r�C O 3C �QQ r C,)C) W W oW ! € Vl� S �. 7 �1 9 1 ! 1 �. ELLE 0iARCHI � i p114 MISTLETOE d YT99 A BEACH. Fl,' i DRAV1 ld':�5i""'� E E T # CHECKED` SCALE: AS NOTED -2 DATE: 04-23-2018 N T F IN. CLO. 1'-3" ° ADJ. MELAMINE SHELVES W/ RECESSED K & V SiDS. d CLIPS ° CAB. INTERIOR FINISH TO BE MELAMINE (TYPICAL) FULL IIT. SPLASH PL. LAM. FINISH 2'-1" -11., LAM. COUNTER ADJ. MELAMINE SHELVES °W1 RECESSED K & V STDS. & CLIPS 0 o CAB. INTERIOR FINISH TO BE MELAMINE ° ° T (TYPICAL) FIN. FLOOR ryp a Crab' T 3 Sect i or -J SCALE A T.S. FIN. CLG. CAB. INTERIOR FINISH TO BE MELAMINE (TYPICAL) ADJ. MELAMINE SHELF ° W/ RECESSED K & V SIDS. d CLIPS MICROWAVE SHELF CO -ORD. WITH MFR. TRIM KIT FULL HT. SPLASH PL. LAM. FINISH PL. LAM. COUNTER _ N 2'-0" ADJ, MELAMINE SHELVES ° W/ RECESSED K & V SIDS. & CLIPS ° ° CAB. INTERIOR FINISH ° TO BE MELAMINE ° ° (TYPICAL) Q FifNW.FEOOOR 2 Sect I on �� Microwave '\�-j SCAT E: N.T.S. LIGHT GAGE FRAMING NOTES EXIST MTL. ROOF DECK l VCAAAAAAAA(1AA)CAMXAAAA7(AAA)CAj -XIST RE -FAB AL RLI 3 518" MTL. STABILIZING CHANNEL @ 48" O.C. TYP. ALTERNATE •-NEW MECH DUCT Z NE-- 2'X E-i2'X T LAYIN ACCOUST. CEILING - ■- EW MECH DUCT ZONE- 2'X ONE-2'X T LAYIN ACCOUST, CEILING EXISTING K-19 VINYL BATT INSULATION ON CEILING TYP. EXIST MTL. ROOF 7�'-" 518" MTL. STABILIZING CHANNEL @ 48" O.C. TYP: ALTERNATE -R-NEW MCH DUCT ZONE-� 2'X T LAYIN ACCOUST. CEILING R -I I BATT INSULATION TYP, R -I I BATT INSULATION TYP. a 0 zi 1- T cD — _ uj OFFICE Q OFFICE z U- NONLLJ-AIC AIC OFFICE AREA 0 J WAREHOUSE _ w '- ETI `.� (1) LAYER _ 3 518" 25 G.A. MTL. STUDS @ 24" O.C. PARTIT ON WALL I LAYER \ r " 112" GYP. BD, REGULAR 1� O 3 518" 20 GA. MTL STUDS (t) _4 O.C. PARTIT ON WALL r1 EA. SIDE 112" GYP. BD. REGULAR % � rj _ EA. SIDE 3 518" 25 G.A. MTL CHANNEL TYP. 7`- 3 518" 20 GA, MTL, CHANNEL TYP. --------------------------------------------- --- -------- ------------------ ------------------------ - EXIST 4" CONC, SLAB, EXIST 4" CONC. SLAB, (TYP, INT, PARTITION WALL) 1'211 = 1'-011 B(TYP. INT. PARTITION WALL 11211=x.011 a� I. FLOOR & CEILING RUNNERS: CHANNEL SHAPED RUNNERS, 3 518" WIDE (MIN.) 1-114" LEGS, FORMED FROM MIN. NO 25 MSG GALV, STEEL, ATTACHED TO FLOOR & CEILING WIFASTENERS SPACED 60" O.C. (MAX.) 2. STEEL STUDS: CHANNEL SHAPED, 3 518" WIDE (MIN,),1-114" LEGS, 318" FOLD BACK RETURNS, FORMED WI MIN, NO, 25 MSG GALV. STEEL SPACED AT 24" O.C, 3. GYPSUM BOARD: 112" THICK, T WIDE, ATTACHED TO STEEL STUDS & FLOOR & CEILING TRACK WI I" LONG, TYPES STEEL SCREWS SPACED 8" O.C. ALONG EDGES OF BOARD & 12" O.C, IN THE FIELD OF BOARDS, JOINTS ORIENTED VERITICALLY AND STAGGERED ON OPPOSITES SIDES OF THE ASSEMBLY, METAL STUD GAUGE TABLE HEIGHT GAUGE U-011- IT -1111 25 G. T-011- 15'-1111 20 G. 16'-011- 19'-1111 18 G. 20)-011+ 16 G. - A. LIGHT GAGE SHALL BE SAME DIMENSION AS CALLED ON ARCHITECTURAL DRAWINGS. B. UNLESS NOTED OTHERWISE, ALL STUDS SHALL BE EQUAL TO A MINIMUM OF 3 5/8 -INCH 25GA. WITH 25GA. TRACK. C. OPTIONAL: A MINIMUM YIELD STRENGTH FOR 16GA. STUDS SHALL BE 50 KSI, ALL TRACK SHALL BE 33 KSI. WIND STRAPS ARE BASED UPON THE USE OF 40,000 PSI FY MIN. D. ALL STUDS, TRACK BRIDGING AND ACCESSORIES SHALL BE FORMED FROM STEEL HAVING A G-60 GALVANIZED COATING MEETING THE REQUIREMENTS OF A.S.T.M. A525. E. BOTH STUD FLANGES MUST BE WELDED TO TRACK AT TOP AND BOTTOM OR ATTACHED W/ #10 TEK SCREWS (MIN. I SCREW EACH FLANGE). ALL WELDS SHALL BE TOUCHED UP WITH ZINC RICH PAINT. F. STUDS SHALL HAVE FULL BEARING AGAINST INSIDE TRACK WEB PRIOR TO ATTACHMENT AT BOTH ENDS. G. ALL STUD TO STUD CONNECTIONS TO BE (4) #10 TEK SCREWS (MIN.) UNLESS NOTED OTHERWISE. H. AT TRACK BUT.r JOINTS, A BUTTING PIECES OF TRACK SHALL BE SECURELY ANCHORED TO A COMMON STRUCTURAL ELEMENT, OR THEY SHALL BE BUTT -WELDED OR SPLICED TOGETHER. 1. A MINIMUM OF 10" OF UN -PUNCHED STEEL IS REQUIRED AT BOTH ENDS OF STUDS. J. BRIDGING SHALL BE 1.5" CRC PLACED THROUGH PUNCHOUTS AND WELDED ON BOTH SIDES. BRIDGING IS TO BE SPACED AT NO MORE THAN 4'-0" VERTICALLY AT APPROXIMATELY THE THIRD POINT. CRC BRIDGING IN 6" STUDS REQUIRES A CLIP ANGLE AT EACH CONNECTION LOCATION. AN ALTERNATE BRIDGING TECHNIQUE SHALL BE 15/8"-20GA. STRAPS, SCREW AT ATTACHED TO BOTH FLANGES OF EACH STUD WITH SOLID BLOCKING REQUIRED AT 8'-0" O.C. MAX AND 24" FROM BOTTOM OF PANEL. K. FASTENING OF COMPONENTS SHALL BE WITH SELF -TAPPING SCREWS OF SUFFICIENT SIZE, NUMBER AND SPACING TO DEVELOP CAPACITY OF CONNECTING MEMBERS IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS, WIRE TYING OF COMPONENTS SHALL NOT BE PERMI-TED. GENERAL NOTES I. VERIFY THE FOLLOWING WITH THE RESPECTIVE TRADES: A. SIZES AND LOCATIONS OF MECH AND/OR ELEC PENETRATIONS. B. LOCATIONS FOR BACKING/BLOCKING REQUIRED FOR MOUNTING MECH AND/OR ELEC EQUIPMENT. C. CUTTING AND PATCHING FOR WORK REQUIRED BY MECH AND/OR ELEC. 2. FOR TYPICAL MOUNTING HEIGHTS OF TOILETS, BUILDING EQUIPMENT, AND ACCESSORIES, LOCATE PER ADA CODE AND MANUFACTURERS RECOMMENDATIONS. 3. VERIFY DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS. OMISSIONS, DISCREPANCIES AND/OR CONFLICTS SHALL BE REPORTED TO ARCHITECT PRIOR TO START OF CONSTRUCTION. 4. FOR CONS -T -RUCTION QUESTIONS AND APPROVALS, CONTACT: COX CONSTRUCTION INC. ELEVATION; HC TOILET RM, 6" AX. 36" MIN. 9. El 42" MIN. 'PLAN OPT - I: HC TOILET RM. " AGA HC DETAILS (TYPICAL): 112" = I '-0" System No. W -L 1001 (formerly system No. 147) F Ratings - 1,2,3 and 4, Hr (See Items 2 and 3) T- Ratings - 0,1,2,3 and 4 Hr. (See Item 3) L Rating At Ambient - less than I CFM/sq ft L Rating At 400 F - less than I CFM/sq ft FA C T U SPA SECTION A -A I. Wall Assembly - The 1,2,3, or 4 hr fire -rated g psum wallboard/ stud wall assembly shall be constructed of the materials and in the manner described in the individual U300 or, U400 Series Wall or Parti- tion Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs- Wall framing may consist of either wood studs (max 2 It fire rated assemblies) or steel channels studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC with none 2 by 4 in. lumber end plates and cross braces. Steel studs to be rain 3-5/8 in. wide by 1-3/8 in. deep channels spaced max 24 in. OC. B. Gypsum Board * - Nom 112 or 518 in thick, Oft. wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 13-1/2 in. 2. Pipe or Conduit - Norn 12 in. diam (or smaller) Schedule 10 (or heavier) steel pipe, front 12 in. diarn (or smaller) service weight (or heavier) cast iron soil pipe, nom 12 in. diam (or smaller) Class 50 (or heavier) ductile iron pressure pi e, horn 6 in. diarn (or smaller) steel conduit, nom 4 in. diarn (or srnaPer) steel electrical metallic tubing, nam 6 in. diarn (or smaller) Type L or (or heavier) copper tubing or nom I in, diam or smaller flexible steel conduit. When copper pipe is used max F Ratl r of fires qp s ystem Item 3) is 2 h. Steel es o- condults larger t�1n nom Ifl. dlam m y only be used in w�Ij� con- structed usin steel channels studs. A max of one pipe or conduit is permitted in the Nrestop system. Pipe or conduit to be installed near center of stud cavity width and to be rigidly supported on both sides of wall assembly. 3. Fill, Void or Cavity Material* - Caulk - caulk fill material installed to completely fill annular space between pipe or conduit and gypsum wallboard and with a ruin 1/4 in. diam bead of caulk applied to perim- eter or pipe or conduit at its egress from the wall. Caulk installed sym- metrically on both sides of walPassembly. The hourly F Rating of the firestop systern Is dependent upon the hourly fire rating of the wall assembly in which it is installed, as shown in the following table. The hour i Raorrs of the �rescop s st�m is y .pendengu�fon thwar pe orn- size f the I or cors uit and to lour( ire ratln bly in which Itis installed, as tabulated below: MPi Annular F T or�or�luit Space Rating Rating Diam In. In. Hr. Fir. 1 0 to 3/16 1 or 2 0+, 1 or 2 1 1/4 to Ill 3or4 3or4 4 0 to 1-1/2 1 or 2 0 6 1/4 to Ill 3 or 4 0 12 3/16 to 3/8 l or 2 0 +When copper pipe is used, T Rating is 0 h MINNESO-FA MINING &MFG CO -CP 25WB+ *Bearing the UL Classification Mark MEDICINE= CABINET KNEE CLEARANCE DETAIL: HC LAVATORY NO EQUIP. IN SHADED AREA Z M SPOUT HEIGHT IN. 61 8rr 61. T & KNEE CLEARANCE Systein No, W -L-3015 (formerly system No. 328) F Ratings - I and 2, Fir (See Items 3) T- Ratings - 0,3/4 and 2 Fir. (See Item 2) L Rating At Ambient - less than I CFM/sq ft. (See Item 3) L Rating At 400 F - less than I CFM/sq ft. (See Item 3) J Al i rA rA SECTION A -A �9 I. Wall Assembly - The I or 2 hr fire -rated gypsum wallboard/ stud wall assembly shall be constructed of the materials and in the manner described in the individual U300 or U400 Series Wall or Parti- tion Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs- Wall framing may consist of either wood studs (max 2 IT fire rated assemblies) or steel channels studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC with norn 2 by 4 1n. lumber end plates and cross braces. Steel studs to be min 3-5/8 in. wide by 1-3/8 in. deep channels spaced max 24 in. OC. B. Gypsum Board - Nom Ill or 5/8 in thick, Oft. wide with square or tapered edges. The gypsum wallboard type, number of layers, and sheet orientation shall be as specified in the individual Wall and Partition Design. Max diarn of openings cut in gypsum wallboard is 2 in. C. Fasteners - When wood stud Training is employed, gypsum wallboard attached to studs with cement coated nails as specified in the individual Wall or Partition Design. When steel channel stud Training is employed, gypsurn wallboard attached to studs with Type S self -drilling, self -tapping bugle -head steel screws as specified in the individual Wall or Partition Design. Diann of circular through opening cut through gypsurn wallboard on each side of the wall assembly to be min 1/4 in, to max 11/16 in. larger than diam of through penetrating product (Itern 2) installed in through opening. Side edge of circular opening to be min 3 in. from nearest stud in wall cavity 2. Through Penetrating Pr6ducc* - Max four copper conductor No. 2 AWG (or smaller) aluminum or steel Armored Cable or Metal -Clad Cable+. Max one armored cable or metal clad cable to be installed near center of circular opening ingypsum wallboard. Through penetrating product to be I, idly supported on both sides of wall assembly. When Installed in I it tine rated wall assernbly, T Rating is 0 hr. When installed in 2 hr fire rated wall assembly, T Rating is 3/4 hr. When maxNo. 2 AWG cable is used and 2 hr when max 12 AWG cable is used. AFC CABLE SYSTEMS INC 3. Fill, Void or Cavity Material* - Caulk - caulk fill material forced into annular space around entire circumference of through penetrating product to completely fill opening in gyrnsurn wallborad on each side of the wall assembly. A ruin 5/8 in. thickness of caulk is required for the I hr F Rating. A rain 1-114 in. thickness of caulk is required for the 2 hr F Rating. MINNESOTA MINING & MFG CO - CP 25WB+ *Bearing the UL Classification Mark r1rolulvall O Z Z CLEAR FLOOR SPACE T 878"X 16" CMU WALL TYP, (IGH I Sl8" 25 G.A. MTL, STUDS @ 24" O.C. TYP. BACK INSULATION R-4.1 TYP, GYPSUM BOARD TYP, CEXTERIOR WALL DETAIL SCALL=:N.T.S. 7)-1" DETAILS: HC WATERT DRINKING FOUNTAIN ELEVATION: HC TOILET RM, I r. 6 36" MIN. a , by _ O M r _ tn M — , 71 d- cV r•n - - -- STANLEY P. HOELLE r r 42 MIN, I 1114 MISTLETOE DR. UAYrONA BEACH FLORIDA 32117 386-295-9750 IJ Z Z — V7 Q � V7 Zyr O u 1 V)U (L O Z w D Imo- 0 u ~ D. � O Z Jz0-30 Q �U IS" MIN. T Lu w > W O FL d N r� 1221Cl ELEVATION: HC TOILET RM, O C] - STANLEY P. HOELLE A R C H I T E C T 1114 MISTLETOE DR. UAYrONA BEACH FLORIDA 32117 386-295-9750 IJ Z Z — V7 Q � V7 Zyr O u 1 V)U (L O Z w D Imo- 0 u ~ D. � O Z Jz0-30 Q �U QFCL Q u IXZC7 p7 � U Z Q X � � OT J Lu w > W O FL d N r� 1221Cl O Lu U p LL L LU > Lu d- O wL �w^ �wa_o O o v o Z Ln z V) Q w w O Q �<7�w� �o yr 0 oi-- �Z=OZ Ovr 4 U ¢ co Z 0 F- _;z }- Z W- 0 ", 0 CL 0 Cu E� u S 0< Q Q O o Lu z LLJ �"IUCQQ Q �U- U z_ N¢I-Qo_ Oz°LL <_ E Lf) Qizd U-F2Z) w O F V) r,r ca O J °� 1 O Cl U <CSL LLLr1 a. w U Q yrLU Z 0 LU w , 0� C7 F- d Cl rail U + �_ U J J LL J Lei J J J Q z J LL Z < Lu Q Q Q 0 L a, I 0 a 0 � 0 W tel` LJLJ � d 7 C7 0 X �I c� <=' �C 0 Q L;� r F •• (.,.+•W� AKCHI fid', L oy^.4, gSTAN E i/b IYt� AR•�+ LLE _ 033 &E DR. �c ACH. FL 32117 DRAWN BY: S.P.H. SHEE=T CHECKED BY: S.P.H. A-3 SCALE: AS NOTED DATE: 04-23-2018 TRIMMER STUD TO FIT WITHIN VERTICAL TRACK WITH 410 SCREWS AT 32" O.C. MAX (6) EACH SIDE 2 ONE FULL HEIGHT STUD MINIMUM FOR OPENINGS GREATER THAN 4'-0" (q) I ADDITIONAL FULL HEIGHT STUDS AS r I REQUIRED FOR BRACED WALL OR PER PLAN - ATTACH BUILT-UP r I STUDS PER TYPICAL DETAIL I (9l 3. VERTICAL TRACK (KING STUD) k i (7) FULL HEIGHT 1 I 4. STEEL HEADER PER PLAN TO FIT WITHIN VERTICAL TRACK AS SHOWN - 2-#10 r I SCREWS AT 24" O.C. TOP AND BOTTOM - SEE TYPICAL HEADER DETAIL I 1 (5) 5. CRIPPLE WALL CONSTRUCTION TO MATCH ADJACENT WALLS I I 8) I 6. CONTINUOUS 'TOP TRACK I (Z) T. #10 SCREWS AT 2" O.C. - TRACK TO HEADER EACH SIDE (3) I 8. CLIP STUD ATTACHMENT USING 3" LONG STUD OR 2 X 2 X 20 GA. X 3" LONG ANGLE - 2 910 SCREWS TO STUD AND TRACK 9. 1-410 SCREWS AT 12" O.C. I (1) (3) (3) (2) HIGH HEADER 1 �I ! PLAN - JAMB (4) (7) (2) NOTE: HEADER MAY BE CONSTRUCTED HIGH LOW HEADER - 'TO OCCUR AT OPENINGS OR LOW - LOW HEADER REQUIRED LARGER THAN 10'-0" WIDTH AT OPENING 10' OR LARGER TYPICAL HEADER CONSTRUCTION SCALE: N.T.S. 1-. ( 7 ) OPTION 1 .(7)..11 (4) (4) OPTION 2 t ( 7 ) f _t - T (2) (4) 1. SPLICE TRACK BETWEEN STUDS ONLY IF NO LOAD IS STACKED BETWEEN STUDS 2. TOTAL NUMBER OF SCREWS AT EACH SIDE OF SPLICE - SEE FABLE BELOW 3. STEEL STUD 4. CONTINUOUS TOP TRACK - 25 GA MIN UNLESS NOTED OTHERWISE 5. SINGLE 2" X 16 GAUGE STRAP AT TOP OR STRAP TO EACH FLANGE. 6. STEEL STUD BLOCK - TRIM FLANGE AT OPT 2X 7. MINIMUM LENGTH OF SPLICE STRAP SUCH THAT SCREWS ARE 3/4" MIN SPACING AND EDGE DISTANCE IN 2 ROWS OF SCREWS LENGTH OF WALL E SCREWS EACH 1. 2 X WOOD TOP PLATE - 2 X 4 OVER SIDE OF SPLI (2) 3 1/2" AND 4" STUDS OR 2 X 6 �(1) 6 46 OVER 6" STUDS - TRACK TO WOOD 4 96 LESS THAN 10' PLATE WITH 410 SCREW AT 24" O.C. I I I I I I I I I I I I I (2) - SPLICE OVER STUDS I I I I I 2. CONTINUOUS TOP PLATE 25 GA STUD AND TRACK WITH 3-#10 SCREW (3) i i (3l AT 16" O.C. AS SHOWN MATCH WALL STUD WIDTH - I I I I 3. CONTINIUOUS TOP TRACK I I I I I - SPLICE PER TYPICAL DETAILS. I I I I I I I I I I I 4. STEEL STUD WALL I I I I (4) I I I I NOTES: 1. TOP PLATE CONSFRUCFION AS SHOWN REQUIRED ONLY WHERE I I TRUSSES OR JOIST DO NOT ALIGN I I I I I I I I I OVER STUDS AT BEARING WALLS 2. TOP PLATE CONSTRUCTION MAY 0 NOT NECESSARILY BE SHOWN ON OTHER DETAILS BUT SHALL BE O USED AT ALL BEARING WALL D WHERE TRUSS OR JOIST DOES WOOD OPTION STEEL OPTION NOT ALIGN OVER STUDS. TYPICAL OPTIONAL TOP PLATE AT NON STACKED BEARING crA1C.NIT c ( 7 ) OPTION 1 .(7)..11 (4) (4) OPTION 2 t ( 7 ) f _t - T (2) (4) 1. SPLICE TRACK BETWEEN STUDS ONLY IF NO LOAD IS STACKED BETWEEN STUDS 2. TOTAL NUMBER OF SCREWS AT EACH SIDE OF SPLICE - SEE FABLE BELOW 3. STEEL STUD 4. CONTINUOUS TOP TRACK - 25 GA MIN UNLESS NOTED OTHERWISE 5. SINGLE 2" X 16 GAUGE STRAP AT TOP OR STRAP TO EACH FLANGE. 6. STEEL STUD BLOCK - TRIM FLANGE AT OPT 2X 7. MINIMUM LENGTH OF SPLICE STRAP SUCH THAT SCREWS ARE 3/4" MIN SPACING AND EDGE DISTANCE IN 2 ROWS OF SCREWS LENGTH OF WALL E SCREWS EACH (BETWEEN CORNERS SIDE OF SPLI OVER 30' 10 46 OVER 20' 6 46 OVER 10' 4 96 LESS THAN 10' 2 46 I I NOTES: TOP TRACK MAY ALTERNATELY BE (5) i SPLICED OVER HIGH HEADER (HEADER I (3) I UNDER TRACK) WITHOUT STRAP - SCREW OPTION 3 EACH SIDE OF SPLICE PER TABLE TYP, TOP TRACK SPLICE AT E=XTERIOR OR BRACED WALL (4) -r-1 +-]--------- 0 BE IN +- ------ - - - -I+ NOT USED r--------71+ T I I I I I I I I I I I I (2) I I I I I I I I I I I I I (2) I I I I I I I I I I I I I (6) � I I I I I I I I I I I I I I 0 0 0 -I - I I I I (3) I I I I SCALE: N.T,S. 1. KING STUD TO MATCH ADJACENT 2. CRIPPLE STUDS TO MATCH ADJACENT 3. TRACK - TRIM WEB AND ATTACH TO KING STUD WITH #10 SCREW EACH SIDE OR USE CLIP STUD AS ALTERNATE ATTACHMENT - SEE TYPICAL HEADER DETAIL 4. CONTINUOUS TOP TRACK 5. ADDITIONAL KING STUD WHERE SPECIFICALLY NOTED ON PLANS OR AS REQUIRED FOR BRACED WALL. G. ALTERNATE CLIP STUD ATTACHMENT - SEE TYPICAL HEADER DETAIL �- (5) OPEN - Q -0 MAX N OT E: DETAIL TO BE USED ON NON BEARING WALLS - ONLY WHERE NO HEADER IS SPECIFICALLY NOTED ON PLANS p P. SMAL.00 PENING IN NON -LOAD BEARING WALL SCALE: N.T.S. (5) HEADERS (3) 1. CRIPPLE WALL CONSTRUCTION TO MATCH ADJACENT WALLS 2. STEEL HEADER PER PLAN 3. CONTINUOUS TRACK 4. 2 - 910 SCREWS AT 24" O.C. 5. 1-410 SCREW AT 12" O.C. 6. STIFFENER AT BEARING STIFFENER OF SFUD OR TRACK, SAME SIZE AND GUAGE AS HEADER, 6"-18ga MAX FRIM STIFFENER FLUSH WITH HEADER FLANGE 2-4110 SCREW TOP AND BOFIOM AND G" MAX O.C. HEADER WEB TO STIFFENER. TYPICAL HEADER AND BEAM CONSTRUCTION BEAM (5) SCALE: N.T.S. 1. CONTINIUOUS 25 CA 'FOP 'TRACK UNLESS NOTED OTHERWISE USE SIMILAR CONSTRUCTION WHERE - SPLICE PER TYPICAL DETAIL NOTE: 2. STEEL STUD 3. CONTINIUOUS 25 CA BOTTOM TRACK - SPLICE PER TYPICAL TOP TRACK DETAIL ALONG LENGTH OF BRACED WALLS OTHERWISE SPLICE PER GENERAL NOTES 4. 48 SCREW MIN EACH SIDE OF TRACK - STUDS TO SEAT FIRMLY INTO TRACK AT ALL LOAD BEARING CONDITIONS 5. HORIZONTAL BRIDGING AS REQUIRED PER GENERAL NOTES 6. OPTIONAL WOOD OR STEEL TOP PLATE TO BE USED ON BEARING WALLS WHERE TRUSSES DO NOT ALIGN OVER STUDS - SEE TYPICAL DETAIL TYPICAL WALL STUDS UNLESS NOTED OTHERWISE ON PLANS EXTERIOR AND INTERIOR N N- AR NOTE SEE GSN FOR MINIMUM PROPERTIES OF STEEL SECTIONS, F TYPICAL WALL CONSTRUCTION SCALE: N.T.S. (2) 1. TRIMMER STUD UNDER HEADER �(4) - MATCH ADJACENT WALLS (1)� - 1_ 2. VERTICAL TRACK FULLHEIGHT �II �li 3. ADDITIONAL KING STUD � { I I 4. G" LONG TRACK TIE AT STUD MIDHEIGHT WITH 2 - 910 SCREWS J __ J Li AT EACH SIDE (31 5. VERTICAL STUD FULL HEIGHT 2 STUD AT HEADER 3 OR MORE STUDS AT OPENING G. #10 SCREW AT 32" O.C. PLAN TYP, BUILT-UP STUD AT POST OR IAMB SCALE: N.T.S. Lu I- O Z J u U 0 BE IN BRACED AND BEARING WALL. NON -BRACED NOT USED 4" X 25 GAGE AT 24" O.C. NOTE SEE GSN FOR MINIMUM PROPERTIES OF STEEL SECTIONS, F TYPICAL WALL CONSTRUCTION SCALE: N.T.S. (2) 1. TRIMMER STUD UNDER HEADER �(4) - MATCH ADJACENT WALLS (1)� - 1_ 2. VERTICAL TRACK FULLHEIGHT �II �li 3. ADDITIONAL KING STUD � { I I 4. G" LONG TRACK TIE AT STUD MIDHEIGHT WITH 2 - 910 SCREWS J __ J Li AT EACH SIDE (31 5. VERTICAL STUD FULL HEIGHT 2 STUD AT HEADER 3 OR MORE STUDS AT OPENING G. #10 SCREW AT 32" O.C. PLAN TYP, BUILT-UP STUD AT POST OR IAMB SCALE: N.T.S. Lu I- O Z J u U 0 0 0 - 0 O D STANLEY P. HOELLE A R C H I T E C T 1114 MISTLETOE DR, DVIONA BEACH FLORIDA 32111 786-295-9150 W Z 5 - O N Z O u cv-, V) v - ° O ZZ C7 u❑I� V,"' CaZO�0 0 �U O w Z Z Lu Q 0 U p U � O O CL m � w O 0 W p LL L) H w 0 F=- w - w C p O oU o Z Z N Q 0 ❑ p U - I-ZsO- Z p� U Q f= u Z Z 00 o m IL V) Lu Z o 0 � vi Uj �: 0 '� � z mcr-1, 0 D¢ 0 p Lu ZW ~U°zoV)Q 0_j zLL cn❑ _ W¢S w O Ow- � m OQY CLO❑U (U � W W O d. `W W Z O O � r CD � �u�L❑p+ZUV) Q w¢O¢ ¢ OSuj CL 0 - CD PC) CD Z d Q X p c=> Q a O W41. Q W F1F1 M STANLEY P. HO 4 `+ f�+ ARCH fECf. ti'=&:Vr✓j¢.1," , 1114 MISTLE�k ,rl �` .,.r1.v y"r A ,BEA aL" 117 1 D SHEE=T # A-4 CHECKED BY: S.P.H. SCALE: AS NOTED DATE: 04-23-2018 210 AMP MOVE C / 150 AMP L 150 AMP _L 150 AMP fit' I I / ELECT. II ELECT, ELECT. 115\ PANEL I PANEL PANEL r 3-PHASE P-1, 9 I 3-PHASE 3-PHASE P-1, 9 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ----------------- -- -- -I IL- - - - - - '--------- - - - - -I - - - - ------- - - - - -I , I- ---- / LLA Lu Li - 17/ / / I� / / / / / / / / / / ~ 4— tVi (D T > > / i� _ F,07 P•1,14vr -20Aa RCEEE6� - �W�� � I � DISCONN�Ck W� Zo]---- 'ABOVf �I � x L P1,3`f IIS /, it ,/ IIS P.1,2 F-I_� EECTOISCONNECT - \FOR SIGNAGE AEOVE iP11 NOW CONTINUOUS LOAD EXISTING ELECTRICAL PANEL 24 OK 31 BREAKER PANEL RECEPTICLES CIR. N0. RECEPTICLES @ 240 VA 12,000 VA 10,000 VA @ 100% 10,000 VA 12,000 VA -10,000 VA= 2,000 VA @ 50% 1,000 VA SUBTOTAL 11,000 VA CONTINUOUS LOAD CIO GENERAL LIGHTING CIR, NO, 1500 FT @ 3VA PER FT 4,500 VA SHOW WINDOW LIGHTING LOAD #12 20FT @ 200 VA PER FT 4,000 VA OUTSIDE SIGN CIRCUIT 1,200 VA WATER HEATER 5,000 VA OFFICE RECEPT, WAREHOUSE LIGHTS 14,700 VA MOTOR LOADS (1) A/C UNIT X 30 AMPS X 208 V X 1.732 10,885 VA LARGEST MOTOR, ADDITIONAL 25% 3,000 VA 13,885 VA NET CALCULATED LOAD 39,585 VA MINIMUM SERVICE SIZE _ 39 5 AMPS V (1.732) NEXT SIZE = 125 AMPS WE ARE USING AN EXISTING SERVICE = 150 AMPS ELECTRICAL LOAD CALCULATIONS PANEL SHEDULES BY LICENSED ELECTRICIAN ELECTRICAL POWER PLAN ALL ELECTRICAL WORK AS PER N.E.C. 2014 ED. ELEC. POWER LEGEND I NETWOMDATA OUTLET H PHONE LINE 12 OUTLET CABLE TV (CAN) OUTLET TV II (�I 115 VOLTI 20 AMP DUPLEX RECEPTICLE L) 115 VOLTI 20 AMP GROUND FAULT INTER, DUPLEX REC, L, 115 VOLTI 20 AMP QUAD RECEPTICLE EP 220 AMP AIC ELECT DISCONNECT SCALL; 3/1611 = I'-011 STANL A R C 1114 MIS DAYTONA 0EACI 1 z O N u - w vi O Zo O C C < Zc U u O LU I_ Lu CD � LL W 0v)C> L vjQww� ri� u -x Lu w f— z F `-'= :J Lu z�:>zLL OLLJ IL V, Z l c' W Oc < U < ¢�o� cr-'� zq�¢YOLL -jwu�,iL Z F- � : E Z J wJ LL a w Q O < =Y P. HOELLE H I T E C T fLETOE OR. FLORIDA 32117 386-295-9750 EXISTING ELECTRICAL PANEL 24 OK 31 BREAKER PANEL VOLTAGE ISO AMP 208V PHASE 2081120 VOLTS 4 WIRE CIR. N0. EQUIP, DOL WIR PO f TRIP TRIP OL WIR CIO EQUIP. CIR, NO, I EXTERIOR SIGN J -BOX 112" #12 � U 20 20 20 20 O U #12 #12 112" 112" OFFICE RECEPT, WAREHOUSE LIGHTS 2 4 3 WORK SPACE RECEPT. 112" #12 5 RESTROOM RECEPT. 112" #12 zPQ 20 Lu >wcn 30 11 16 1 1" AHU #1-3 TON 6 7 REF. RECEPT. 112" 912 Qz0 20 - -zp 30 96 1" AIC #1 -3 TON 8 9 WAREHOUSE RECEPT. 112" #12 z 20 p Lu Z w z 20 U #12 112 WAREHOUSE LIGHTS 10 11 ABOVE WINDOW RECEPT. 112" 112" #12 912 20 20 o -O ] 20 20 V) #12 #12 112" 112" AIC SERVICE WPGFI AHU SERVICE RECEPT 12 14 13 OFFICE LIGHTS 15 17 & WET BAR GFCI REC. INSTA HEAT UNDER COUNTER W,H, 112" 112" #12 #12 20 20 - 20 20 �1f3 1 14 MISTLETOE.,�Fd"r<, NA BEACH,F[ .�7'- #12 #12 112" 112" INSTA HEAT UNDER COUNTER W.H. REST -ROOM LIGHTS 16 18 19 SPARE 20 912 112" OPEN SPACE OFFICE LIGH 20 21 23 SPARE 22 24 ELECTRICAL POWER PLAN ALL ELECTRICAL WORK AS PER N.E.C. 2014 ED. ELEC. POWER LEGEND I NETWOMDATA OUTLET H PHONE LINE 12 OUTLET CABLE TV (CAN) OUTLET TV II (�I 115 VOLTI 20 AMP DUPLEX RECEPTICLE L) 115 VOLTI 20 AMP GROUND FAULT INTER, DUPLEX REC, L, 115 VOLTI 20 AMP QUAD RECEPTICLE EP 220 AMP AIC ELECT DISCONNECT SCALL; 3/1611 = I'-011 STANL A R C 1114 MIS DAYTONA 0EACI 1 z O N u - w vi O Zo O C C < Zc U u O LU I_ Lu CD � LL W 0v)C> L vjQww� ri� u -x Lu w f— z F `-'= :J Lu z�:>zLL OLLJ IL V, Z l c' W Oc < U < ¢�o� cr-'� zq�¢YOLL -jwu�,iL Z F- � : E Z J wJ LL a w Q O < =Y P. HOELLE H I T E C T fLETOE OR. FLORIDA 32117 386-295-9750 Lu ) N (n qzf� i� � J z (� w I - Lu p � U p O U Lu p z zzz C�k 0 V � Z 3 Lu roo m zPQ Lu >wcn J CL Z '0'T< ,r, CD Qz0 v+ - -zp J 7 ZQ "� G2 O ( Q O � J S O Q z C O p p Lu Z w z cC U - z� U LL < w > J E, � m IL Op 0 �Q�F,�Lu = o -O ] + Z U V) J r < LJ Z RE, qzf� � J Q oC zzz C�k 0 V � Z Z zPQ CD Qz0 V � V � >< c5 c5 � W STANLEY"OEP tl LLE ARCHITECT. t1903,3t �1f3 1 14 MISTLETOE.,�Fd"r<, NA BEACH,F[ .�7'- DRAVV%i13, h}.Fl!i };r�,,y a SHEE=T # E- I CHE=CKED BY: .�. . SCALE: AS NOTED DATE: 04-23-2018 I i i ISO AMP 3EX PANEL I � I \ I � I , � I , 1 I I �- - / / F r I r I — — - — - — - — ----- — - — - —a— - — - — - ---— — —— - — - — -- - }' I I I I � I I I 1 I 1 + , r ' I �k c-•1 w� r y =D CD I I �7� I 1 ^---- STA / / / r r r � I � I I I I I f + - I srA TA y I � I - - - - - �1�- -- ---- -- ---- -- -- /--- -- -- - - - --- - - - - r - - - - - - - - - - - - - - - - - - x I � � I r i r I I r f II+ i I -I, 10 SrA � I TA 1 I I I I I FX _ _ - Ii - - - - - - - - - (( x iJ 150AMP I r PANEL -------------! STANLEY / '--E-'— A R C / — CEILING / r F4 EA / LU LU - / - FAN F- / , , , , I I 1 I -------- --- I I I I I I I --I-------------- I / m r N U ::) ° I LU a LU 0~ C/] (D STA TC r oZoo0 -1 I J I - MD LED — -/ / clr �y 53 RID SET @FAE. -------------! STANLEY , , , , , I I I -------------- I I I '--E-'— A R C I I I I I I I I I I r r r / — CEILING RID SET @ r F4 EA MD LU LU - " Sr - FAN F- / P-1,1817 , , , , I I 1 I -------- --- I I I I I I I --I-------------- I / m r N U ::) ° I LU a LU 0~ C/] (D STA TC r oZoo0 -1 I J I - MD LED — -/ / clr �y 53 RID SET @FAE. ,r ,I' �+ CEILINC GRID SE @ 9'-4" .F.F.E. �h LED - LSD I r CEILINd GRID SE @ T-4" F.F.E. r LED LED CEILINCI GRID SEHTA" F.F.E. I— EL.ECTP,-I C:: --.AL. N CITES; I. MC WILL BE USED FOR ALL INTE=RIOR RACEWAYS & WIRING 2. M.C. WILL BE USED FOR ALL EXTERIOR RACEWAYS, WIRING AND @ FIRE RATED PARTITIONS 3. THERE WILL BE NO RACEWAYS, WIRING IN FIRE RATED ASSEMBLIES. WITH _EXCEPTION OF RECEPTACLES LOCATED ON FIRE RATED WALLS UL DESIGN NO, W -L-1001 FOR EMT PENETRATIONS WILL BE USED. G.C. TO RETAIN FIRE RATING OF ALL FIRE SEPARATIONS IF AFFECTED BY CONSTRUCTION 4. PROVIDE UL APPROVED FIRE= CAULKING @ RECEPTACLES, SWITCHES LOCATED @ ALL FIRE RATED ASSEBLIES. NO BACK TO BACK INSTALLATION @ FIRE RATED ASSEBLIES ALLOWED. (PROVIDE 5/8" TYPE= X GYP.BD. BACKING BEHIND EA.) LI G HTI N GIM EC H , J I I ' I D. MECH, SUPPLY/DIFFUSER (24"x24") OO sD SMOKE DETECTION TA (STA) 12"X48" (HIGH BAY STRI LIGHT) SUSPENDED FIXTURE Ex EXIT SIGNS WIBATT. BACKUP COMBO FD 24" X24" LED TAMLITE OR EQUAL CHLORIDE EMERGENCY LIGHTING WI BATT. BACKUP CEILING LAY -IN FIXTURE $ ONE-WAY SWITCH EXHAUST FAN $3 THREE-WAY SWITCH FAN r—�O ) ()—()-1 75 WATT TRACK LIGHT III\ MECH, RETURN (24" x 24") WALL MOUNTED LIGHT MECH, RETURN (24" x 12") CEILING MOUNTED LIGHT LI _ MECH, SUPPLY" 24 x 12" EE ( ) $ Fluorescent Fixture CEILING MOUNTED POWER PACK fOR LIGHTING O.C. SWITCHWG MOUNT LIGHTING AND CONTROLLED RECEPTACLE CIRCUIT CEILING CEILING MOUNT OCCUPANCY SENSOR ELECTRICAL LIGHTING PLAN: WITH REFLECTED CEILING PLAN SCALE: 3116" = 1'.01 ALL ELECTRICAL WORK A5 PER N.E.C. 2014 ED. STANLEY P. HOELLE '--E-'— A R C �,l \ 1 I I — CEILING RID SET @ r F4 EA MD LU LU -_ - FAN F- / P-1,1817 Cn W� I / m N U ::) ° LU a LU 0~ C/] (D P-hIB TC r oZoo0 -1 I J I - MD LED — -/ clr �y --- CEILING RID SET @FAE. W I I I - LU W �� _J 7 0-� pE'F=�c� U ° �n Ow u- r / W Q 0 Z L=D I LED V)Q�woo .20 Twu + I OZ= FILING _ G ID SET 9'4" A.F..E. I o ¢LU P -I 20 x . zWj?wo�0 LSD �� ' _ _•--�= - LED l� " EUNGyNo�ur(l�r:pDr�_~ GHTING / mrz 0Z)a 0 0 I I Z w — �LUmQ a� Z QUO O J 0 [] EX a El..t-� ii w z s ° O ,r ,I' �+ CEILINC GRID SE @ 9'-4" .F.F.E. �h LED - LSD I r CEILINd GRID SE @ T-4" F.F.E. r LED LED CEILINCI GRID SEHTA" F.F.E. I— EL.ECTP,-I C:: --.AL. N CITES; I. MC WILL BE USED FOR ALL INTE=RIOR RACEWAYS & WIRING 2. M.C. WILL BE USED FOR ALL EXTERIOR RACEWAYS, WIRING AND @ FIRE RATED PARTITIONS 3. THERE WILL BE NO RACEWAYS, WIRING IN FIRE RATED ASSEMBLIES. WITH _EXCEPTION OF RECEPTACLES LOCATED ON FIRE RATED WALLS UL DESIGN NO, W -L-1001 FOR EMT PENETRATIONS WILL BE USED. G.C. TO RETAIN FIRE RATING OF ALL FIRE SEPARATIONS IF AFFECTED BY CONSTRUCTION 4. PROVIDE UL APPROVED FIRE= CAULKING @ RECEPTACLES, SWITCHES LOCATED @ ALL FIRE RATED ASSEBLIES. NO BACK TO BACK INSTALLATION @ FIRE RATED ASSEBLIES ALLOWED. (PROVIDE 5/8" TYPE= X GYP.BD. BACKING BEHIND EA.) LI G HTI N GIM EC H , J I I ' I D. MECH, SUPPLY/DIFFUSER (24"x24") OO sD SMOKE DETECTION TA (STA) 12"X48" (HIGH BAY STRI LIGHT) SUSPENDED FIXTURE Ex EXIT SIGNS WIBATT. BACKUP COMBO FD 24" X24" LED TAMLITE OR EQUAL CHLORIDE EMERGENCY LIGHTING WI BATT. BACKUP CEILING LAY -IN FIXTURE $ ONE-WAY SWITCH EXHAUST FAN $3 THREE-WAY SWITCH FAN r—�O ) ()—()-1 75 WATT TRACK LIGHT III\ MECH, RETURN (24" x 24") WALL MOUNTED LIGHT MECH, RETURN (24" x 12") CEILING MOUNTED LIGHT LI _ MECH, SUPPLY" 24 x 12" EE ( ) $ Fluorescent Fixture CEILING MOUNTED POWER PACK fOR LIGHTING O.C. SWITCHWG MOUNT LIGHTING AND CONTROLLED RECEPTACLE CIRCUIT CEILING CEILING MOUNT OCCUPANCY SENSOR ELECTRICAL LIGHTING PLAN: WITH REFLECTED CEILING PLAN SCALE: 3116" = 1'.01 ALL ELECTRICAL WORK A5 PER N.E.C. 2014 ED. IQ CD ® Ca H— Q, L-1115 LL_ �o Z w 0 Q �Q �>< Q C7 O W � e..�. STANLEY P. HDELLEE.. I•.a`1' ARCHITECT. n9 U'S**'SES �T .11.14 MISrLEruE'fA f'F NA,E3EACN: DY �RAVVf `� �.;�� �: SHEE=T -4 CHE=CKED BY: S.P,H, SCALE: AS NOTED E-2 DATE: 04-23-2018 STANLEY P. HOELLE A R C H I T E C T 1114 MISTLETOE DR. DAYi OHA BEACH FLORIDA 32177 386-295-9750 LU LU -_ vi O Z v] Cn F� 0 U m N U ::) ° LU a LU 0~ C/] (D W oZoo0 o �J U <p�ZZQ ° az W W o LU W �� _J 7 0-� pE'F=�c� U ° �n Ow u- W ~ L Oviol-w W Q 0 Z a V)Q�woo .20 Twu + OZ= 0 Um Z o ¢LU w x zWj?wo�0 OUv'sE_ V " OuQU mrz 0Z)a 0 0 oLU-7 Z w — �LUmQ a� Z QUO O J 0 [] a El..t-� ii w z s ° O O o O U Zu0LyxO �o SEN 0 LIJ J WW �' W z + 0 Z W aLU 0`SUja- IQ CD ® Ca H— Q, L-1115 LL_ �o Z w 0 Q �Q �>< Q C7 O W � e..�. STANLEY P. HDELLEE.. I•.a`1' ARCHITECT. n9 U'S**'SES �T .11.14 MISrLEruE'fA f'F NA,E3EACN: DY �RAVVf `� �.;�� �: SHEE=T -4 CHE=CKED BY: S.P,H, SCALE: AS NOTED E-2 DATE: 04-23-2018 I NOTE; NO A/C IN OPEN WAREHOUSE AREA I (2) 50 CFM EXHAUST FAN'S V.T.R.. — Volume damper to be installed on the fresh air duct in to regulate volume of fresh air 3T0 AIG entering building. 161 II II II II II II II II II II II II II II II II II II II II II II II II X �] 20x16 _7 FLE-1 CF f "NV pEE4'X4' a 525UCFM _ 00 24'X24' RETURN 525 CFM IN 24'X24' SUPPLY 200 CFM m 24'X24' SUPPLY 200 CFM NEW HU I, �I I �I I 24'X24' 8.. SUPPLY '200 CFM ON I q �I ??E4E'X 4' 0 30URFM 8" ePVM MECHANICAL HVAC DUCT PLAN; SCALE: 3/ 16" = I'.p" J/8 PLATFORM DECK ABOVE CLOSET PAN w/FLOAT SWITCH AHU SUPPORT DETA I L° N- T o � DRAIN CONN. fX"1 FPT MINIMUM CROSS CLEANOUT DRAIN PAP! � PLUG 2" MIN: —�� PITCH SO VAL E I" GREATER THAN TSP. CONDENSATE TRAP NUr TO SCALE SECURE TO STRUCTURE WITH 4r) MASTIC ALL SPIN - IN FITTING//—POWDER ACTUATED FASTNER OR JOINTS AT WITH SCOOP AND SHEET METAL SCREW i— CLOSURE VOLUME DAMPER `�-1-1/2" THICK / ME FAL S TRAP 5'-0" ON CENTER AIR FLOW L X L�UC-I —� INSULATE SPIN -IN WITH 1 1/2" THICK INSULATION WITH VAPOR BARRIER LEAVING SUPPLY AIRWITH OPERATOR ACCESSIBLE DUCT FLEX DUCT CLAMP INSULATE AND SEAL ALL DIFFUSER SURFACES EXPOSED ABOVE CEILING DUCT TAKEOFF DETAIL_ NOT TO SCALE NUr TU SCALE CONDENSING UNIT GRILLS MANUFACTURER TRANE/AMERICAN STANDARD STRUCTURAL JOIST OR CONCRETE SLAB 4TTB4036E (S)EER / HSPF/COP 15/1 TOT/SEN/LAT/MBTU 60/45/15 VOLTAGE / PHASE ABOVE MIN. BRANCH CIR. AMPS 25 MAX. BREAKER AMPS 30 CU NUMBER .—SUPPORT DUCT TO STRUCTURE WITH WHI FE AIR HANDLING UNIT TYPE MANUFACTURER TRANE/AMERICAN STANDARD MODEL NUMBER 1-1/2" WIDE 240A METAL STRAP. CFM / SPEED '1200 HEAT STP/KW/MBTU 1OKW/34.1 VOLTAGE / PHASE 208-240/1 PROVIDE CONCRETE POWDER ACFUATED 25 MAX. BREAKER AMPS 30 INLINE FLOAT SWITCH T -STAT FASTNER FOR INSTALLATION IN CONCRTE, AHU NUMBER 1 DUCT C] SHEET METAL SCREWES OR POWDER ACTUATED FASTNER FOR INSTALLATION IN u O O O STRUCTURAL STEEL OR JOIST. ALL CI O CJ HORIZONTAL SUPPORTS SHALL BE MIN 5'-0" ON CENTER Of? APPROVED BY STANLEY P. HOELLE A R C H I T E C T 1114 MISrLErUE OR. DAY IONA BEACH FLORIDA 32117 386-295-9750 Lu z " — _O V 1 6i O SMACNA STANDARDS. LLI LU D F- — LU p vi O z LU Q NON METAL- b-� Lu O T � O L- I C 0 V) w E Ln z DUCT SUPPORT U d U w `C H w l7 V, a-� 0 C; z �: Z u Ocf� U V) DETAIL_ NUr TU SCALE CONDENSING UNIT GRILLS MANUFACTURER TRANE/AMERICAN STANDARD MODEL NUMBER 4TTB4036E (S)EER / HSPF/COP 15/1 TOT/SEN/LAT/MBTU 60/45/15 VOLTAGE / PHASE 208-240/3 MIN. BRANCH CIR. AMPS 25 MAX. BREAKER AMPS 30 CU NUMBER 1 201 -300 WHI FE AIR HANDLING UNIT TYPE MANUFACTURER TRANE/AMERICAN STANDARD MODEL NUMBER 4TEE3F36 CFM / SPEED '1200 HEAT STP/KW/MBTU 1OKW/34.1 VOLTAGE / PHASE 208-240/1 MIN. BRANCH CIR. AMPS 25 MAX. BREAKER AMPS 30 INLINE FLOAT SWITCH T -STAT ApYES {{� // SENSOROCN7€DA NU S AHU NUMBER 1 WEIGHT 211 LB NOTE: NOTE: SUPPLY CFM'S SHALL BALANCE RETURN CFM'S MECHANICAL. SYMB. MECH. SUPPLYIDIFFUSER lu (24"x24") C MECH, SUPPLY (12" x 8") EXHAUST FAN FAN SUPPLY MAIN DUCT LINE t„J SUPPLY FLEX DUCT LINE J RETURN FLEX DUCT LINE — — RETURN MAIN DUCT LINE ® MECH. RETURN (24" x 24") NOTE: CONTRACTOR TO INSTALL AHU UNIT ACCORDING TO MANUF. SPECS. .A. FROM OUTSIDE RYIER VENT WITH SCREEN ND BACK DRAFT DAMPER HALL NOT BE INSTALLED. SULATE ALL DRAIN LINES D CONDENSATE TO OUTSIDE NDSCAPING. WALL 'ANCHOR CLIPS THIS DETAIL WILL WITHSTAND USE 2) SIMPSON: A21 ANGLES 140 MPH UPLIFTIWINDLOAD PER IDE OF UNIT �8� TOTAL (18GA) ATTACH:USING#x1.112 S.S. SHEET MTL. SCREWS TO BASE OF EXTERIOR EQUIPMENT: TIE DOWN COMPRESSOR. ATTACH TO CONC, A/C DETAIL NTS PAD/SLAB USING 3116"x2-114" TO CONC. EACH A21 CONNECTOR REQUIRES (2) #14x1-112" SHEET MTL SCREWS & (2) 3116"x2-114" TAPLONS. 3/8" HANGER ROD TO STRUCTURE COIL SECTION SUPPLY AIR --RETURN f �O DRAIN PAN q EXTEND 2",� UNIT TO BEYOND AHU STAND ON 4" 1 -5//-2 " ANGLE FOAM BLOCKS SUPPORT IN SAFETY PAN FLOAT SWITCH CAP FOR HOSE CONNECTIO TYPICAL SU SPE NDED AHU FANCO I L DETA I NOT TO SCALE FLEX DUCT SIZING SCHEDULE HVAC NOTES: O z LU z w U i, NOTE: CONTRACTOR SHALL PROVIDE TEST AND BALANCE SMOKE DE ErECTOR DWAR MODEL NTURER EDWARDS Or EOV. REPORT FOR FINAL MECHANCIAL INSPECTION MODEL NUMBER2435P FPM 300 - 4000 2455-R cvuani c� CFM RANGE GRILLS & REGISTERS 1) ALL DUCTS TO BE INSTALLED PER SMACNA DUCT STANDARDS AND LOCAL CODES 2) DUCT BOARD WILL BE 1 1/2" R-6 RIDGID BOARD. 3) FELX DUCT WILL BE SILVER R-6 VALUE HART & COOLEY or eqv. MODEL NUMBER HVS-R6 A611 RFIF45-T SIZE 24x24 8x4 20x20 CONSTRUCTION STEEL ALUM ALUM DAMPER NONE MS NONE 201 -300 WHI FE WHITE WHITE TYPE SUPPLY SUPPLY RETURN C] � 7) CROSS-SECTIONAL AREAS OF TRANSFER DUCTS TO BE AT LEAST 1-1/2 TIMES CROSS-SECTIONAL AREA w/20x2O 12" DIAMETER FILTER NOTE: SUPPLY CFM'S SHALL BALANCE RETURN CFM'S MECHANICAL. SYMB. MECH. SUPPLYIDIFFUSER lu (24"x24") C MECH, SUPPLY (12" x 8") EXHAUST FAN FAN SUPPLY MAIN DUCT LINE t„J SUPPLY FLEX DUCT LINE J RETURN FLEX DUCT LINE — — RETURN MAIN DUCT LINE ® MECH. RETURN (24" x 24") NOTE: CONTRACTOR TO INSTALL AHU UNIT ACCORDING TO MANUF. SPECS. .A. FROM OUTSIDE RYIER VENT WITH SCREEN ND BACK DRAFT DAMPER HALL NOT BE INSTALLED. SULATE ALL DRAIN LINES D CONDENSATE TO OUTSIDE NDSCAPING. WALL 'ANCHOR CLIPS THIS DETAIL WILL WITHSTAND USE 2) SIMPSON: A21 ANGLES 140 MPH UPLIFTIWINDLOAD PER IDE OF UNIT �8� TOTAL (18GA) ATTACH:USING#x1.112 S.S. SHEET MTL. SCREWS TO BASE OF EXTERIOR EQUIPMENT: TIE DOWN COMPRESSOR. ATTACH TO CONC, A/C DETAIL NTS PAD/SLAB USING 3116"x2-114" TO CONC. EACH A21 CONNECTOR REQUIRES (2) #14x1-112" SHEET MTL SCREWS & (2) 3116"x2-114" TAPLONS. 3/8" HANGER ROD TO STRUCTURE COIL SECTION SUPPLY AIR --RETURN f �O DRAIN PAN q EXTEND 2",� UNIT TO BEYOND AHU STAND ON 4" 1 -5//-2 " ANGLE FOAM BLOCKS SUPPORT IN SAFETY PAN FLOAT SWITCH CAP FOR HOSE CONNECTIO TYPICAL SU SPE NDED AHU FANCO I L DETA I NOT TO SCALE FLEX DUCT SIZING SCHEDULE HVAC NOTES: O z LU z w U i, NOTE: CONTRACTOR SHALL PROVIDE TEST AND BALANCE SMOKE DE ErECTOR DWAR MODEL NTURER EDWARDS Or EOV. REPORT FOR FINAL MECHANCIAL INSPECTION MODEL NUMBER2435P FPM 300 - 4000 2455-R cvuani c� CFM RANGE FLEX DUCT DIAMETER 1) ALL DUCTS TO BE INSTALLED PER SMACNA DUCT STANDARDS AND LOCAL CODES 2) DUCT BOARD WILL BE 1 1/2" R-6 RIDGID BOARD. 3) FELX DUCT WILL BE SILVER R-6 VALUE 0- 30 4" DIAMETER 31- 60 5" DIAMETER 4) INSTALL DIGITIAL T -STATS. AND MOUNT THERMOSTAT T-0" A.F.F. 61 - 100 101 - ISO 6" DIAMETER 7" DIAMETER 5) ARCHITECT'S AFFADAVIT RE.; SUSPENDED AHU FROM EXIST. S"rRUCTURAL MEMBERS; 151 -200 8" DIAMETER UPON EVALUATION, EXISTING STRUCTURE IS CAPABLE OF SUPPORT OF SUSPENDED AHU AS DEPICTED. -TRANSFER 201 -300 9" DIAMETER 6) DUCTS FOR RETURN AIR TO COMPLY W/ SECTION 601.4 FBCM. 301 -400 10" DIAMETER C] � 7) CROSS-SECTIONAL AREAS OF TRANSFER DUCTS TO BE AT LEAST 1-1/2 TIMES CROSS-SECTIONAL AREA 401-600 12" DIAMETER OF S.A. DUCTS ENTERING ROOMS 601 -900 14" DIAMETER 8• VOLUME DAMPER TO BE INSTALLED ON FRESH AIR DUCT TO REGULATE VOLUME OF FRESH AIR ENTERING BUILDING EXHAUST EOUIPMENT MANUFACTURER BROAN MODEL NUMBER 688 CFM/STATIC PRESSURE 50/.1 CONSTRUCTION STEEL VOLTAGE / PHASE 115/1 WATTAGE/AMPS 57/.5 MAX. BREAKER AMPS N/A CURB N/A INLINE DUCT ADAPTER N/A EF # 1-2 - C] � C] u O O O CI O CJ STANLEY P. HOELLE A R C H I T E C T 1114 MISrLErUE OR. DAY IONA BEACH FLORIDA 32117 386-295-9750 Lu z " — _O V 1 6i O _ U Z U -7O LLI LU D F- — LU p vi O z LU Q �ZQ_JO 0 U J O n Q U pO o aQLU z � Z� �UZ b-� Lu O T � O > J D 1]C � m LU1=zm Ow 0 (-) 0 O S L_ LLU L, W t` — Ou. v Q 0 V) w E Ln z �LU 0 T w U b O 0 D U - z 0 Z p � U d U w `C H w l7 V, a-� 0 C; z �: Z u Ocf� U V) NQI�-aca o 0 oz� u_ uw ��m0 O �<O LL 1 0 U LU U ly LLy w 0 Ln z N LU z�°w~ LL _j yZj o_ J J 0 z J w'J QLU< <C Q OS. -.n ':X: Z'5 Q O V Qi) � O w L W c_sS �- =D `r' = O 1 v O x C:5 O aC �� L -LA r; 2", -C' STANLEY P.' ARCHI tt TECT.,8g3 a, 1� r, . Z '(7 AlMA A M F FG E 2117 DRA I,�r SHEE=T # CHE=CKED BY: S.N.H. SCALE: AS NOTED FDATE:04-23-201818 LA -1 W LL - 10'-2" SER ICW / MOP SINK l -` WE LAV. - - - - - -- --314' �5 112° 112 --- t-----1 3"V.T.-_1 I' l AV V. 4 PVC PIPE 112J HI -LO - — D.F. I I 1`21_ li l I - - - U IN 11 /I , I / 314°1 I I D REF. j 3" SINK / STUB IJP I I 112 EXIsr r� ! - -- 1314° i A- GROUND �-- — — — — — — — — — — — — — — ——-— - —- —-— — — — — — — — — — — — — GROUND COLD j7 EXIS"f UNDER 41 3" 2"A.V.V, � I/ ,4 �' / STUB -UP, EXIST UNDER GROUND SANITARY EWER LINE 1 EXIST 4' 25._0, N A LLI o � IWL. Lu j 0 0 lJ L 0 N U + 0 0 N + PLUMBING PLAN4 . WITH ISOMETRIC PLUMBING RISER DIAGRAMS SCALE: 1/4" = I'-0" A.V.V. 211 MOP SINK A.V.V. A.V.V. INSTANT , �I I , 211 J V.T. R. / " 211 REF I /211 3/4';/ / 1 ADA SINKD�� I / III / D.F. 111 HI -LO 13 \ II INSTANT •..� �I ./" 1 311 I/�, 211 M.W. •j1/2'1 211 i '3/4" LAV. \ /' Y, , \ \1 /211 / / 311 \� 3/4>' I INSTANT LAV. 311 1311 H.W.; / /„ / • 411 1 J- 1/2" I / W.C. /2 11 I ,--1 111 311 Q W.C. \ ew 3/4'-`` • 311 Q s� \311 STUB -UP � EXIST I C14 / SANITARY SEWER & VENT IST 4" COLD & HOT WATER scnLe.nTs. '' .yUB-U, RISER DIAGRAMS PLUMBING FIXTURE SCHEDULE WC WATER CLOSET W.C, AMERICAN STANDARD 2998 - 012 A.D.A.- COMPLIANT SERVICE SINK AMERICAN STANDARD 2399 - 012 ELONGATED 2 BEMIS 1955C SEAT OPEN FRONT LESS COVER LAV LAVATORY AMERICAN STANDARD 0355 - 012 A.D.A: COMPLIANT LAVATORY AMERICAN STANDARD 2175 A.D.A.- COMPLIANT SINGLE -LEVER FAUCET 2 TRU BRO 102W TRAP WRAP D.F. D.F. ADA LO 0 ELKAY 2 MODEL LR -1722 (OR SIMILAR) SER. LAUNDRY. TUB MOP MODEL MUSKEY 19F (OR SIMILAR) LUMBING NOTES: 1) OCCUPANT LOAD AS PER SECTION 403 F.B.C.P. 2 MAXIMUM DISTANCE OF FIXTURE TRAP FROM VENT AS PER SECTION 906.1 F.B.C.P. 3) THERMOSTATIC CONTROL VALVE HOT WATER FOR BATHROOM. 4) BATHROOM WALL AND FLOOR SHALL HAVE A SMOOTH, HARD, NONABSORBENT AS SECTION 1210.1 F.B.C. 5) STEEL STUD SUPPORTING ALL HUNG PLUMBING FIXTURES SHALL BE DOUBLE= OR NO LESS THAN 20 GAUGE AS PER SECTION 2517.5.1.1 F.E.C. 6) EXPOSED PIPES AND SURFACES UNDER LAVATORIES SHALL BE INSULATED AS PER SECTION 404.6.4 7) N/A 8) WATER HAMMER ARRESTOR SHALL BE INSTALLED WHERE QUICK CLOSING VALVE ARE UTILIZED AS PER SECTION 604.9 F.B.C.P. 9) WHERE CLEANOUTS REQUIRED FOR SANITARY AND STORM DRAIN BASE OF EACH WASTE= OR SOIL STACK AS PER SECTION 708 F.B.C.P. 10) TRAP PRIME FOR FLOOR DRAIN AND FLOOR SINKS AS PER SECTION 1002.4 F.B.C.P. 16 WOMEN AND 16 MEN TOTAL FIXTURES WE HAVE CURRENT TOTAL FIXTURES REQUIRED AS PER TABLE 403.1 VACUUM REL I EF VALVE — CHECK VALVE COLD WATER SERV ICE -THERMOMETER —r`�r "�}- — ,1- HOT WATER SUPPLY SHUT-OFF VALVE (TYP.-)--" L(EXP-1 EXPANSION 'TANK HOT WATER OUTLET� TEMP. & PRESSURE RELIEF VALVE PIPE 3/4" REL I EK" VLV. DISCHARGE TO COLD WATER INLET PAN DRAIN 45 GAL W.H. PIPE '1" PAN DRAIN TANK DRAIN VALVE TO OUTSIDE/ SAFETY PAN LANDSCAPING � - v- �I E W I -I ELECTRIC WATER HEATER DETAIL FOR OPTIONAL USE: NTS GENE11 RAL NOTES 1. ALL TOILET STALLS AND ACCESSORIES SHALL BE INSTALLED PER FPC 2017 ED, 2. F,O.I.C.: FURNISHED BY OWNER, INSTALLED BY CONTRACTOR. 3. TRASH RECEPTACLE SUPPLIED BY OWNER. (FREESTANDING) 4. TOILET COMPARTMENTS SHALL BE FLOOR MOUNTED AS PER OUR LIFE SAFETY EGRESS PLAN VVE HAVE A TOTAL OF 32 PEOPLE IN THE BUILDING "B" H.S. LAV. W.C, D.F. SERVICE SINK 0 2 2 1 1 1 2 2 I I 0 2 2 I I I. GRAB BAR -B6206 X 42" 2. GRAB BAR - B6206 X 36" 3. SURFACE MOUNTED MULTI -ROLL TOILET PAPER DISPENCER, F,O.I.C. 4. SURFACED MOUNTED SANITARY NAPKIN DISPOSAL, F.O.I.C. 5. SURFACE MOUNTED SOAP DISPENSER, F.O.I.C. 6. STAINLESS STEEL FRAMED MIRROR B293-1830 7. COATHOOK/DOORSTOP BY TOILET PART. MFR. 8. PAPER TOWEL DISPENSER; F.O.I.C. V) Lu F- O z J z W (i fIj,<�'': q� qU r 1 vv l STANUEY P. HrJ L_ t f ARCHITECT) ' — — — — HOT WATER CPVC ` °sw�s'� , 1114 MIs ..a YTONA (3 4 i, 3'L117 --------- COLD WATER CPVC DRA�3P" SHEET# SANITARY SEWER LINE CHE=CKED BY: S.P.H. P -I SCALE: AS NOTED DATE: 04-23-20 18 t - . STANLEY P. HOELLE A R C H I T E C T 1114 MISFILE ME DR. DAYIONA BEACH FLORIDA 32117 386-295-9750 Lu Z � - v� Z O O vi v � V ::) °- O Lu Lu ct�Q � V) 1-- U Lu d LU z O Q F z u w 0 z u- U z S V Z D > O O a - puF-U ui � w m O Ow FDS IL _ I a- O 0 F- LL- Lu u V) LuLLu O� o v 0 p w r Ln Z �QMwu°Q ��72 O p - F-Z=Or_ p� QUQ~UJ L✓ ti �j Z z Zw. as m u Q — F- LuNi CL z� u v1 0 U mce O Q O O w Z w DLuucaQ 0 �Up U �QI-¢n_? OzJ_ LL � S u Fa LL - azo° cam O 0 z U uLL- w O- W, "r F- J p 0 O J U p vii JJJOZ J �= Z � QuQ QQOvu � O O F --- L t_ 1 � � � O L!J 0 O Z X V �f� p O r -w -felt fIj,<�'': q� qU r 1 vv l STANUEY P. HrJ L_ t f ARCHITECT) ' — — — — HOT WATER CPVC ` °sw�s'� , 1114 MIs ..a YTONA (3 4 i, 3'L117 --------- COLD WATER CPVC DRA�3P" SHEET# SANITARY SEWER LINE CHE=CKED BY: S.P.H. P -I SCALE: AS NOTED DATE: 04-23-20 18 t - .