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HomeMy WebLinkAbout3440 St John's Pkwy 18-3445 (a)COUNTY OF SEMINOLE IMPACT FEE STAT'EMEN'T' STATEMENT NUMBER: 18100007 �� DATE: August 29, 2018 BUILDING APPLICATION #: 18-100007�� BUILDING PERMIT NUMBER: 18-10000755 UNIT ADDRESS: ST JOHNS PARKWAY 3440 STE 1056 26.19-30-5AE-2900-0000 �4 TRAFE'IC SEC: "OU22 JURISDICTION:TWP RNG: SOF: PARCEL: SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: BLOCK: TRACT' LOT: OWNER NAME: ADDRESS: APPLICANTADD SANFORDLRD 215 S: CLERMONTK LAKE MARY FL 32746 LAND USE: BLDG B WAREHOUSE/OFFICE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3440 ST 105 JOHNS or". r TE JOHNS PKWY N6 BLDG B --- - UNIT #5 / 2500 SF / WAREHOUS� W/OF'F'ICE ----------------- ---------...... _:.......... FEE BENEFIT RATE UNIT CALCIT TYPE DIST SC'HED RATE TOTAL DUE UNITS 'T'YPE ----------------------------- ROADS -ARTERIALS CO -WIDE ORD Office e 100IC Square Feet ROADS -COLLECTORS N/A 1' 545.00 .410 1000gsEC 633:45 Office < 100K Square Feet 00 .410 ?OOOgsft FIRE RESCUE N/A .00 LIBRARY N/A .00 SCHOOLS NSA .00 PARKS N/A ;00 LAW ENFORCE N/A .00 DRAINAGE N/A .00 CREDIT FEES: 00 SCI ROAD ARTERIALS C Warehousing* 358.0.0 .410 1000gsft 146.78 - AMOUNT DUE 486.67 PERSONS .ARE ADVISEDTHAT THIS IS A STATEMENT .OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PEmIT, PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT,OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MEN'T'IONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LAR"EIt `T'HAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FUR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND FROM COPIES OF RULES GOVERNING APPEALS MAY BE PICKED OF407E665-7356AST DEVELOPMENT CODE. UP, OR REQUESTED, SANFORDDFL, 32771;USINESS FIRST STREET PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY BUIOR CITY BUILDING DEPARTMENT OF SANFORD 1101 EAST FIRST STREET SANFORD, FL 32771 PAYI THEMENT SHOULD COUNTYBUY CHECK OR BUILDING PERMIT NUMBER MONEY ORDER, NSHOULD RATTHEPOPL.EFTOFTHIREFERENCE SSTATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS Nou, ISSUED WITHIN 60 CALENDAR DAYS FROM THE DAI- ABOVE ROJECT NOTES: ,UILDING REQUIRES AN APPROVED FIRE -PROTECTION SPRINKLER YSTEM DESIGNED BY A LICENSED & CERTIFIED SPRINKLER ENGINEER & INSTALLED BY A LICENCEDICERTIFIED CONTRACTOI PROVISIONS FOR BARRIER FREE DOOR(S) BUILDING: FBC 2017 EDITION PLUMBING: FPC 2017 EDITION NOTE: FIRE -ALARM DRAWINGS 0 PUSH SIDE LIFE SAFETY: FFPC 2017 EDITION MECHANICAL: FMC 2017 EDITION GAS: FBC 2017 EDITION ELECTRICAL: NEC 2014 EDITION OCCUPANCY GROUP "B'! x 1,600 S.F. (500 S.F. PER PERSON IN WAREHOUSE S- I STORAGE AREA = 4 PERSON j 18" MINIMUM 2,500 S.F. TOTAL AREA MAX. DISTANCE OF TRAVEL TO EXIT =250'. (ALLOWED) � PROVIDED EGRESS: (2) 36" EGRESS DOORS = 72" INCHES z 24" PREFERRED�, TABLE 503 SPE II -B UNPROTECTED 2 —I _ '' 1 T: !S CODE 0- 0- NOTE: x = 12 IN IF THE DOOR ( A) FRONT APPROACHES HAS BOTH CLOSER AND LATCH. OCCUPANCY SIGN PULL SIDE 54" MINIM M X >. Ln PUSH SIDE CHANGES IN LEVELS IN EL-( B) HINGE SIDE APPROACHES CL NOTE:ACCESSIBLE y = 48 1N MIN. IF DOOR HAS ROUTES NOTE: x = 36 IN MINIMUM IF y = 60 IN BOTH A LATCH AND A CLOSER. x = 42 IN MINIMUM IF y = 54 IN. \ II PULL SIDE'_ti r-) PUSH rk SIDE 24" MINIMUM 24" MIN x _jcliL Z co R �- NOTE: y = 54 IN MINIMUM IF THE DOOR HAS A CLOSER �- ( C l LATCH SIDE APPROACH -S NOTE: y = 48" IN MINIMUM IF THE DOOR HAS A CLOSE . LEGEND — PATH OF EXIT TRAVEL �1 `1 TRAVEL DISTANCE ORIGIN EXIT DOOR- SINGLE DOOR 34° CLEAR/ (0.2)= / PERSON F FIRE EXTINGUISHER 0 SOUND ALARM EMERG. LIGHTING ® FIRE ALRM (PULL STATION) INTERIOR FINISHES CLASS; EXITS; 'B' EXIT ACCESS; 'C' OTHER SPACES;. 'C' 1. S.S. FINISH LEVER, PREMIUM GRADE LEVER ACTION HARDWARE TO.BE USED OWNER TO SELECT MANUFACTURE 2. PROVIDE DOOR CLOSER @ ALL BATHROOMS, EXTERIOR DOORS, EGRESS DOORS 3 PANIC HARDWARE IS REQUIRED LIFE SAFETY LEGEND NEW EXIT WIILLUM. [EXIT SIGN COMBO & PATH OF TRAVEL AREA CALCULATIONS: GROSS TOTAL GROSS AREA: 2,500 SF NUMBER OF TENANTS: APPLICABLE CODES LEVEL 2 ALTERATION BUILDING: FBC 2017 EDITION PLUMBING: FPC 2017 EDITION NOTE: FIRE -ALARM DRAWINGS AND INSTALLATION, PERMITTING A.DA: FAC 2017 EDITION BY OTHERS LIFE SAFETY: FFPC 2017 EDITION MECHANICAL: FMC 2017 EDITION GAS: FBC 2017 EDITION ELECTRICAL: NEC 2014 EDITION OCCUPANCY GROUP "B'! PEOPLE: 13 AS PER TOTAL 2 TABLEFPC COUNT 2017 1,600 S.F. (500 S.F. PER PERSON IN WAREHOUSE S- I STORAGE AREA = 4 PERSON 900 S.F. 1100 S.F. PER PERSON IN OFFICE AREA = 9 PERSON 1 EMPLOYEES W COMMON BUSINESS AREA 2,500 S.F. TOTAL AREA MAX. DISTANCE OF TRAVEL TO EXIT =250'. (ALLOWED) OCCUPANCY CAPACITY: .2 INCHES PER OCCUPANT X 13 = 2.6" INCHES MIN. REQUIRED PROVIDED EGRESS: (2) 36" EGRESS DOORS = 72" INCHES MAX LOW CONSTRUCTION TYPE TABLE 503 SPE II -B UNPROTECTED YES-SPRINKLERED EXIT 0 I I 12'XIT ROLL -UP DOOR I I ISOAMP i ISO IP D EXISTING ; I PAN L i PA CT. o I I I I D O _, o 0 I I I CLEAR O O I I i I SPACE l� I I 0 0 - , I I I I , I I , I I I I I I , STANLEY P. !-fOELLE A R C H I T E C T 1114 MISTLETOE DR. I I DAYTONA BEACH FLORIDA 3211T 366-295-9750 ' Lu --------------- 2h'-5 112.. I ZO zV - O v � of z o of Q of �zO�O ❑ �U rI�x°z_Z ° oz 01 LL UZ�p V �I BO O 1: > WLu - CL m m ELI 5: Lu e5 �I LL W VO L 7 LL- Lu a - O ❑ v)O F- W n z �I F..V)WW❑O a of �Ca72wu �o 00~❑>- u + I ❑ L I L zZ"i� 0 �2 I 0`wi�CUJ�OO�taZ C6 CZ 0 ¢ O ❑ w Z Lu vS plLuUmQ > ofUQ U LLLu I �QY°� moo❑ ° UNIT 5 I z20Lu 0 �0 ce-, ��-�Iz-~°moo°V) OPEN WAREHOUSE PACE -I o Z LL ZZLu 1,600 GROSS AREA a W a Q Q o S- I STORAGE WAREHOUSE A EA /j 1,600 S.F.1500 S.F. PER PERSON 1N WAREHOU E AREA = 4 PERSON BREAK -RM. 11'-0° x C-011 OFFICE I 11-0""x 11'-0° m DOMING LIFE SAFETY EGRESS KEY PLAN, UNIT #5 - 2500 S,F. GROSS AREA SCALE: 3116„ = 17.011 900 S.F. GROSS A1C OFFICE AREA ji� FICE IL—C, I I � 1 p C�-V 0 3 -TON E ABOYc-3 - -ire- - O SUSPD CCEILIN SROM �X , \ NEW 12' HIGH WAIL ENTQ W r' ADA O C 1 UNISEX z LJLJ 5'-6 112 " ELI` V L I HALL z a ,-- ADA I �- I 18 35'X48' CC SPACE d 0- cis z v I� o >< U QQ o o 0 PPEN WORK SPACE -0 13 ," , ," X26-0 1 cac F— I 0 0 B -BUSINESS OFFICE AREA 900 S.F. 1100 S.F. PER PERSON IN LV I OFFICE AREA = 9 PERSON / EMPLOYEES IN COMMON BUSINESS D, ' '� 0 Z y AREA. - � �18t . L @�F�`C1�GT'S_SEAL I— ——E7(ISTING E€' Wit' LL= ,�dx S'-4"YVXS'-i1'WINDOW "_WT r rr ENTRY NTNG EXlsriNG yj \Z -k, P.ti- OE LE ti� • gIC�IT�tiECY� ss9CT .3 PERMIT NOTE: TRUSS WARNING SIGNS SHALL BE INSTALLED IN ACCORDANCE WITH FL STATUTE 633. COORDINATE WITH FIRE INSPECTOR FOR EXACT LOCATION. D RAW IT,S.P.1 EET ,- CHECKED BY:. SCALE: AS NOTED A- I DATE:08-04-2018 I tu SEA V:AL:71ER h I. � t w RSET :�� T Ei? Ch 5E i OFFICEICONF.� _L 09 THE T Ev 1N;CA r=.i- I I1-01, X 18' 0," I'.,{;�,r�`:'EI-N11TPIZEv�l,i tit N I THEREAFTER RORS IN PL -ANS T: !S CODE 13 PERSONS MAX.- OCCUPANCY SIGN DOMING LIFE SAFETY EGRESS KEY PLAN, UNIT #5 - 2500 S,F. GROSS AREA SCALE: 3116„ = 17.011 900 S.F. GROSS A1C OFFICE AREA ji� FICE IL—C, I I � 1 p C�-V 0 3 -TON E ABOYc-3 - -ire- - O SUSPD CCEILIN SROM �X , \ NEW 12' HIGH WAIL ENTQ W r' ADA O C 1 UNISEX z LJLJ 5'-6 112 " ELI` V L I HALL z a ,-- ADA I �- I 18 35'X48' CC SPACE d 0- cis z v I� o >< U QQ o o 0 PPEN WORK SPACE -0 13 ," , ," X26-0 1 cac F— I 0 0 B -BUSINESS OFFICE AREA 900 S.F. 1100 S.F. PER PERSON IN LV I OFFICE AREA = 9 PERSON / EMPLOYEES IN COMMON BUSINESS D, ' '� 0 Z y AREA. - � �18t . L @�F�`C1�GT'S_SEAL I— ——E7(ISTING E€' Wit' LL= ,�dx S'-4"YVXS'-i1'WINDOW "_WT r rr ENTRY NTNG EXlsriNG yj \Z -k, P.ti- OE LE ti� • gIC�IT�tiECY� ss9CT .3 PERMIT NOTE: TRUSS WARNING SIGNS SHALL BE INSTALLED IN ACCORDANCE WITH FL STATUTE 633. COORDINATE WITH FIRE INSPECTOR FOR EXACT LOCATION. D RAW IT,S.P.1 EET ,- CHECKED BY:. SCALE: AS NOTED A- I DATE:08-04-2018 I tu a n TE Qa 1 w m ih N UNIT #5 s 2,500 SIS, GROSS AREA SCALE: 1/4" =1'-0" 900 S.E. GROSS AIC OFFICE AREA GENERAL NOTES: II 'I ALL GENERAL & SUB -CONTRACTORS TO FIELD VERIFY ALL DIMENSIONS, ELECTRICAL, WATER, SEWER AND GAS SERVICE LOCATIONS. y > N J & K L L Cr BUILDING INTERIOR OFFICE ALL WORK MUST COMPLY WITH THE 2017 EDITION (EXPOSURE "C") OF.THE FLORIDA BUILDING CODE SECT. 140 MPH WIND LOAD m; Z BUILD-OUTFOR UNIT75 n z a�' PROJECT ADDRESS: 3400 ST, ]OHN'S PARKWAY UNIT #5, SANFORD FLORIDA �� GENERAL CONTRACTOR: COX CONSTRUCTION AND DEVELOPMENT CORP. AND THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION T `" 0 rr m ALL DOOR & WINDOW OPENINGS TO MEET OR EXCEED DESIGN PRESSUREa T OF +40/-45 PSF FOR DOORS AND +40/-45 PSF FOR WINDOWS W p `-' WIND IMPORTANCE FACTOR IS "1.0" AND THE BUILDING CATEGORY IS I I —i (ENCLOSED BUILDING) u m p m PRESSURE COEFFICIENT IS 0.18 N r - a —i m 6 r N FIN. CLG. 1'-3" 0 0 0 0 0 0 o ° ADJ. MELAMINE SHELVES W/ RECESSED K d V STDS. & CLIPS CAB. INTERIOR FINISH 0 o TO BE MELAMINE (TYPICALI FULL HT. SPLASH PL. LAM. FINISH 2'-1° PL. LAM. COUNTER N 2'-D° ° o ADJ. MELAMINE SHELVES Ill RECESSED K & V STDS. & CLIPS C, ° CAB. INTERIOR FINISH ° TO BE MELAMINE (TYPICAL) FIN. FLOOR Typ" Cob". Sec' i on 01-011- 12'-111' SCALE:N.T.S. IT -011 I5'-11'1 FIN. CLG. 16'-011 _ IT -1111 18 G. 20'-011 + 16 G. � Cc-, Z V) U M CAB. INTERIOR FINISH LZLI Lu ❑ V) U ° TO BE MELAMINE a (TYPICAL) �UZZ U ° LLI O > CL ❑LLIF-1mO ADJ. MELAMINE SHELF �o LLI > 0 4' 0 O F— LU W/ RECESSED K & V M e- ❑ Ln Z nCNCN 0 STDS. & CLIPS LLI O O C7 O❑~'❑> - U + - MICROWAVE SHELF I —Z=OI- UQ ~U Z 0V„ Z� co m CO -ORD. WITH MFR. Q Z Z w O H O U TRIM KIT 0 LLI CL Q U ,^ !— FULL FIT. SPLASH O 0wZ U— Lu U cnQI.-Q ❑ Ln 06 � 5 Z OZ LL. t.t_ Q 5 PL. LAM. FINISH 1 O 0 c.75 C 2'-1" PL. LAN. COUNTER LU V 0LLI Lu O L� N °° ADJ. MELAMINE SHELVES CID ° W1 RECESSED K & V STDS. & CLIPS CAB. INTERIOR FINISH TO BE MELAMINE (TYPICAL) FFHW.FEDOBR 2 Section @ Microwave SCALE: N.T.S. LIGHT GAGE FRAMING NOTES EXIST MTL ROOF 3 518" MTL. STABILIZING CHANNEL @ 48" O.0 TYP: ALTERNATE •--NEW MECH DUCT ZQNE— \\ // ANEW MECH DUCT T X T LA Y IN ACCOUST. CEILING I IP411 2'X T LAYIN ACCOUST. CEILING EXIST MTL ROOF SIT MTL 5TABILIZING CH:%NNEL @ 4'0.C. \ ALTERNATE R -I I BATT INSULATION T. f. tom— F— LU � z Q C7 J FFICE o FFI E O O C Z NON -'A/C o -1WAREHOUSE o� o tV (1) LAYER 3 50125 GA MTL. STUDS @ 24" O.C. PARTIT ON WALL (I) LAYER 112 GYP. BD. REGULAR EA. SIDE IiT GYP. 60. REGULAR i 3 53'25 G.A. MTL CHANNEL TYP. EA. SIDE EXIST 4' CONC. SLAB, 3 (TYP. IN PARTITION WALL) 1/2i''-0" 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 WIFASTENIERS SPACED 60" O.C. (MAX.) 2. STEEL STUDS: CHANNEL SHAPED, 3 518" WIDE (MIN.), 1- 1 14" LEGS, 318" FOLD BACK RETURNS, FORMED W1 MIN. NO.2S MSG GALV, STEEL SPACED AT 24" O.C. 3. GYPSUM BOARD: 112' THICK, 4 N'VIDE, ATTACHED TO STEEL STUDS & FLOOR & CEILING TRACK W7 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 01-011- 12'-111' 25 G. IT -011 I5'-11'1 20 G. 16'-011 _ IT -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 3 518 -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 W1 #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 BUTT JOINTS, A BUTTING PIECES OF TRACK SHALL BE SECURELY ANCHORED TO A COMMON STRUCTURAL ELEMENT, OR THEY SHALL BE BUTT -WELDED OR SPLICED TOGETHER. I. 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 1518"-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 PERMITTED. GENERAL NOTES [.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 ANIDIOR 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/0R CONFLICTS SHALL BE REPORTED TO ARCHITECT PRIOR TO START OF CONSTRUCTION. 4. FOR CONSTRUCTION QUESTIONS AND APPROVALS, CONTACT: COX CONSTRUCTION INC. EXISTING R-19 VINYL BATT INSULATION ON CEILING TYP. . 14B'V MECH DUCT ZONE— 2'X2' LAYIN ACCOUST. CEILING 11 BATT INSULATION TYP. a F— IJu AIC OFFICE AREA z J w U c 3 518" 20 GA `ITL STUDS @ 24" O.C. PARTION WALL 3 516" 20 G.A. MTL CHANNELTY?. ----------------------------------------------- EXIST V' CONC. SLAB, (TYP. I NT. PARTITION WALL) 11211 _ I'-011 ELEVATION: HC TOILET RM. M 6" MAX. 36" MIN. 0 42" MIN. Z Z E E co -- zo V 15" MI I Z .oVON M 18" I I SPOUT HEIGHT MIN A; 8" 6" I I� PLAN OPT- 1: HC TOILET RM, & KNEE CLEARANCE 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. 1.23 and 4 1-1 r. (See Item 3) L Rating At Ambient - less than I CFM1sq ft L Rating At 40D F - less than I CFMlsq ft wA r OO #A SECTION A -A I B I. Wall Assembly - The 1,2,3, or 4 hr fire -rated sum wallboard) stud,mall assembly shall be constructed of the materials and in the manner described in the individual U300 or 0400 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 h fire rated assemblies) or steel channels studs. Wood studs to consist of nom 2 by 4 in. lumber spaced Ib in. OC,vith nom 2 by 4 in. lumber end plates and cross braces. Steel Studs to be min 3-518 in. wide by 1-318 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 U30D or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 13-112 in. 2. Pipe or Conduit - Nom 12 in. diam (or smaller) Schedule 10 (or heavier) steel pipe, nom 12 in, diam (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, nom 6 in. diam (or smaller) steel conduit, nom 4 in. diam (or smaller) steel electrical metallic tubing, nom 6 in. diam (or smaller) Type L or (or heavier) copper tubing or nom I in. diam (or smaller) flexible steel conduit. When cooper pipe is used max F Ratl of fires qp s ,tem Item 3) Is 2 h. Steel R"oes or conduits larger t�i n nom Itil. �iam my only be used In ,rN con- structed usin steel channels studs. A max 4 one pipe or conduit is permitted ine firestop 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 min 114 in. diam beat) of caulk applied to perim- eter or pipe or conduit at its egress from the wall. Caulk installed sym- metrically on both sides of wallassembly. The hourly F Rating of the firestop system is dependent upon the hourly fire rating of the wall assembl in which it is installed, as shown in the following table. The hourl� Rating of the �restop s t�m is cleprenclent u�o�1 the ripe or size a p1� or con it and tl�ie ourly -n a rating f t e wa ssem- bly in which It is installed, as tabulated below: M Pi nnular F T or�or�Iuit pace Rating Rating Diam In. In. Hr. Hr. 1 Oto 3116 1 ort 0+, 1 or 1 114 to 1,2 3 or 4 3 or 4 4 Oto 1-112 I or 0 6 114 to 1,2 3or4 0 12 3116 to 318 I or2 0 +When copper pipe is used, T Rating is 0 h MINNESOTA MINING & MFG CO -CP 25WB+ *Bearing the UL Classification Mark MEDICINE CABINET P - 6" KNEE CLEARANCE a" 1 '-5" DETAIL: HC LAVATORY NO EQUIP. IN SHADED AREA System No. W -L-3015 (formerly system No. 328) F Ratings - I and 2, Hr (See Items 3) T- Ratings - 0,314 and 2 Hr. (See Item 2) L Rating At Ambient - less than I CFM1sq ft. (See Item 3) L Rating At 400 F - less than I CFM/sq ft. (See Item 3) �.A '4 SECTION A -A I. Wall Assembly - The I or 2 hr fire -rated gypsum wall ard! stud wall assembly shall be constructed of the materials and in the manner describes) in the incliviclual U300 or U400 Series Wall or Parti- tion Designs in the UL Fire Resistance Directory and shall include the following construction fe=ures: A. Studs- Wall framing may consist of either woos) studs (max 2 h fire rated assemblies) or steel channels studs. Wood studs to consist of nem 2 by 4 in. lumber spaced 16 in. OC With nom 2 by 4 in. lumber end plates and cross braces. Steel Studs to be min 3-518 in, wide by 1-3;8 in. sleep channels spaced Max 24 in. OC. B. Gypsum Board * - Nom 112 or 5r'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 diam of openings cut in gypsum wallboard is 2 in. C. Fasteners - When wood stud framing is employed, gypsum wallboard attached to studs with cement coated nails as specified in the individual Nall or Partition Design. When steel channel stud framing is employed, gypsum wallboard attached to studs with Type S self -drilling, self tapping w bugle -head steel screws as specified in the individual Wall or Partition Design. Diam of circular through opening cut through gypsum wallboard on each side of the wall assembly to be min 114 in. to max 11116 in. larger than diam of through penetrating product (Item 2) installed in through opening. Side edge of circular opening to be min 3 in. from nearest stud in wall cavity 2. Through Penetrating Product* - 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 in sum, wallboard. Through penetrating Ya P g g P g product to be rigidly supported on both sides of wall assembly. When installed in I hr ,Ire rated wall assembly, T Rating is 0 hr. When installed in 2 hr fire rated wall assembly, T Rating is 314 hr. When max No. 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 gymsum wallborad on each side of the wall assembly. A min 516 in. thickness of caulk is required for the I hr F Rating. A min 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 48" MIN. 1T' -19 SIV ------------ L ---- I � I I Z E I M I I I 24" MAX. I CLEAR FLOOR SPACE ;IST B"XB"X 16" CMU WALL TYP. HIGH 15i6" 25 G.A. MTL, STUDS ,@ 24" O.C. TYP. L BACK INSULATION R-4.1 TYP. 'GYPSUM BOARD TYP, CEXTERIOR WALL DETAIL SCALE: N.T.S. T-1" ADA HC DETAILS (TYPICAL): 112" = I'-0" DETAILS.* HC WATERT DRINKING FOUNTAIN ELEVATION: HC TOILET RM. STANLEY P. HOELLE A RC H I TE C T 1114 MISTLETOE DR. DAYTONA BEACH FLORIDA 32117 386-295-9750 Z LLT — vi 0V) Z '" 0 -^ U � Cc-, Z V) U M 48" MIN. 1T' -19 SIV ------------ L ---- I � I I Z E I M I I I 24" MAX. I CLEAR FLOOR SPACE ;IST B"XB"X 16" CMU WALL TYP. HIGH 15i6" 25 G.A. MTL, STUDS ,@ 24" O.C. TYP. L BACK INSULATION R-4.1 TYP. 'GYPSUM BOARD TYP, CEXTERIOR WALL DETAIL SCALE: N.T.S. T-1" ADA HC DETAILS (TYPICAL): 112" = I'-0" DETAILS.* HC WATERT DRINKING FOUNTAIN ELEVATION: HC TOILET RM. STANLEY P. HOELLE A RC H I TE C T 1114 MISTLETOE DR. DAYTONA BEACH FLORIDA 32117 386-295-9750 Z LLT — vi 0V) Z '" 0 -^ U � Cc-, V) U o- O LZLI Lu ❑ V) U w ❑Zo©0Q�V � oQXZ7wZ �UZZ U q LLI O > CL ❑LLIF-1mO m OLu LLI > 0 4' 0 O F— LU 1E w j— LU OO UQ LLI z e- ❑ Ln Z nCNCN 0 Q LLI O O C7 O❑~'❑> - U + - I —Z=OI- UQ ~U Z 0V„ Z� co m Z LIJ Q Z Z w O H O U o `" 0 LLI CL Q U ,^ !— oGOZ)Q ❑LLI L)C0< O 0wZ U— Lu U cnQI.-Q ❑ Ln 06 � 5 Z OZ LL. t.t_ Q 5 LL 1 O 0 c.75 C O LU V 0LLI Lu O L� J LLI -1 LL Z QEiQOQ J Q V- Z Z O�i`%ii LLI fly«f�4 - t J " , Le �" } a ,STA EE f'+GELLE > _t�f ' AF(C C =9033 `E ^' 14 MIS�2 TOE DR.'.�:`'' <. ,1)1 CNA BEACxI, FL 321;,? D N B'Y: SjP_H. _ r `ET # CHECK® SCALE: AS NOTED DATE:08-09-2018 (4) (6 (4) HIGH HEADER 1. TRIMMER STUD TO FIT WITHIN VERTICAL TRACK WITH #10 SCREWS AT 32" O.C. MAX EACH SIDE 2 ONE FULL HEIGHT STUD MINIMUM FOR OPENINGS GREATER THAN 4'-0" ADDITIONAL FULL HEIGHT STUDS AS REQUIRED FOR BRACED WALL OR PER PLAN - ATTACH BUILT-UP STUDS PER TYPICAL DETAIL 3. VERTICAL TRACK'(KING STUD) 7) FULL HEIGHT 4. STEEL HEADER PER PLAN TO FIT WITHIN VERTICAL TRACK AS SHOWN - 2-#10 SCREWS AT 24" O.C. TOP AND BOTTOM - SEE TYPICAL HEADER DETAIL (5) 5. CRIPPLE WALL CONSTRUCTION TO MATCH ADJACENT WALLS 6. CONTINUOUS TOP TRACK t2} 7. 410 SCREWS AT 2" O.C. - TRACK TO HEADER EACH SIDE 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. (7) (2) - (3) (2) (1 ) PLAN - JAMB 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 A TYPICAL HEADER CONSTRUCTION I I I I I I 01 (1) (3) I I I I I I I -(2) 1. 2 X WOOD TOP PLATE - 2 X 4 OVER 3 1/2" AND 4" STUDS OR 2 X 6 OVER 6" STUDS - TRACK TO WOOD PLATE WITH #10 SCREW AT 24" D.C. - SPLICE OVER STUDS 2. CONTINUOUS TOP PLATE 25 GA STUD AND TRACK WITH 3-#10 SCREW (3) AT 16" O.C. AS SHOWN - MATCH WALL STUD WIDTH 3. CONT[NIUOUS TOP TRACK - SPLICE PER TYPICAL DETAILS. 4. STEEL STUD WALL (4) i i (4) NOTES: 1. TOP PLATE CONSTRUCTION AS I I I I SHOWN REQUIRED ONLY WHERE I I TRUSSES OR JOIST DO NOT ALIGN 7 i ii OVER STUDS AT BEARING WALLS 2. TOP PLATE CONSTRUCTION MAY NOT NECESSARILY BE SHOWN ON OTHER DETAILS BUT SHALL BE USED AT ALL BEARING WALL WHERE TRUSS OR JOIST DOES WOOD OPTION STEEL OPTiON NOT ALIGN OVER STUDS. TYPICAL OPTIONAL TOP PLATE AT NON STACKED BEARING (4) OPTION 1 (7) 7 , T (2) ------ I (6) I t4l I I I I (3) OPTION 2 (7) t2) t4) ------7-F r-- ---TT-1------- OPTION 3 SCALE: N.T.S. 1. SPLICE TRACK BETWEEN STUDS ONLY IF NO LOAD IS STACKED BETWEEN STUDS 2. TOTAL NUMBER OF SCREWS AT EACH SIDE OF SPLICE - SEE TABLE 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 SCREWS EACH (BETWEEN CORNERS SIDE OF SPLICE OVER 30' 10 #6 OVER 20' 6#6 OVER, 1D' 4 46 LESS THAN 10' 2 #6 NOTES: TOP TRACK MAY ALTERNATELY BE SPLICED OVER HIGH HEADER (HEADER UNDER TRACK) WITHOUT STRAP - SCREW EACH SIDE OF SPLICE PER TABLE TYP. TOP TRACK SPLICE AT EXTERIOR OR BRACED WALL SCALE: N.T.S. 1. KING STUD TO MATCH ADJACENT 2. CRIPPLE STUDS TO MATCH ADJACENT t4) 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. 6. ALTERNATE CLIP STUD ATTACHMENT - SEE TYPICAL HEADER DETAIL --I.+ P. HOELLE --------- F1 ----------I+j C T -------- i+ T -r - I I I I I I I I I I I I I (2) r 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 -I I I I I I I I O +1--------J- w w p I- 0r r7 1 ----- -N I I I I I I I (3) (1} f1) �-(5) OPEN - 4'-0" MAX NOTE: DETAIL TO BE USED ON NON BEARING WALLS - ONLY WHERE NO HEADER IS SPECIFICALLY NOTED ON PLANS Q TYP. SMALL OPENING IN NON -LOAD BEARING WALL SCALE: N.T.S. (1) (5) HEADERS i6) � (3) 1. CRIPPLE WALL CONSTRUCTION TO MATCH ADJACENT WALLS 2. STEEL HEADER PER PLAN 3. CONTINUOUS TRACK 4. 2 - #10 SCREWS AT 24" O.C. 5. 1-#10 SCREW AT 12" O.C. 6. STIFFENER AT BEARING STIFFENER OF STUD OR TRACK, SAME SIZE AND GUAGE AS HEADER, 6"-18go MAX TRIM STIFFENER FLUSH WITH HEADER FLANGE 2-#110 SCREW TOP AND BOTTOM AND 6" MAX O.C. HEADER WEB TO STIFFENER. TYPICAL HEADER AND BEAM CONSTRUCTION 1. BEAM NOTE 2. (4) 3. 4. 5. f5l 6. SCALE: N.T.S. CONTINIUOUS 25 GA TOP TRACK UNLESS NOTED OTHERWISE USE SIMILAR CONSTRUCTION WHERE • SPLICE PER TYPICAL DETAIL STEEL STUD CONTINIUOUS 25 GA BOTTOM TRACK - SPLICE PER TYPICAL TOP TRACK DETAIL ALONG LENGTH OF BRACED WALLS OTHERWISE SPLICE PER GENERAL NOTES #8 SCREW MIN EACH SIDE OF TRACK - STUDS TO SEAT FIRMLY INTO TRACK AT ALL LOAD BEARING CONDITIONS HORIZONTAL BRIDGING AS REQUIRED PER GENERAL NOTES 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 NON-BEARIN BRACED AND BEARING WALL NON -BRACED NOT USED 4" X 25 GAGE AT 24" O.C. NATE SEE GSN FOR MINIMUM PROPERTIES OF STEEL SECTIONS. TYPICAL WALL CONSTRUCTION SCALE: N.T.S. r' (6) (2) 1. TRIMMER STUD UNDER HEADER (4) - MATCH ADJACENT WALLS f11 _ 2. VERTICAL TRACK FULL HEIGHT 3. ADDITIONAL KING STUD I I I 4. 6" LONG TRACK TIE AT STUD MIDHEIGHT WITH 2 - #10 SCREWS J _ J Li AT EACH SIDE (3] 5. VERTICAL STUD FULL HEIGHT 2 STUD AT HEADER 3 OR MORE STUDS AT OPENING 6. #10 SCREW AT 32" O.C. (6) (5) F I I I I I (4) (6) �(4) (5) ---� r r I I I I I I I I I PLAN TYP. BUILT-UP STUD Al POST OR AMB SC STANLEY P. HOELLE A R C F1 I T E C T 1114 WISTLETOE DR. DAYTCNA BEACH FLORIDA 32117 366-295-9750 LLI - rn O Z O N V) = V) L) 75 v : O w w p I- 0r r7 w L1ZO0� 0 �U Q� Z U Lu p Z_ L - p U Z 2L)z p 1 w �J p w OE co 0 O w LLI i Lu v' o LL �- WO O co U L) LLI E K p Z Q Ru2`i'U w Ln O�-- a Q >- t7 Z + - - Orn QRZ>O d > U w Q J LLI o Lu U '' 20 Z) Q O C) LLI Z W I- Q Q p ZO Z L1 U cn Q � LL Q _I � � cc U' O �< C Op U LL LL' U ti LCL LLI O CL CLLLI � LLIii OI - - O + U U u p J LLI J O Z QwQ Q Q Z LL.. LLI O`.CL w 1u U Li 0 Qz Q� xzo wV z oEll � Zz- 0 O z V l � Z Q Q o V t ex- pe �p z rf o � p0 �_ o 0 oC � 0 `Y' V W v D O Q V L� W w �iCtiCT'S, ,� �� vim:• ' ,• '�'�� wu ILfy Fti h'DELLE =- 1114 MISTLETOE DR;.`yr '.• DAYTONA BEACH. FL.32;Tb7�` # CHECKED r....`�^�` p SCALE: AS NOTED A-4 DATE:08-09-2018 v v Y �.`JII Y 1 11 \I VVIi'J L`J'i-1Lop ECEPTICLES ECEPTICLES @ 240 VA ),000 VA @ 100% D,000 VA -10,000 VA= 2,000 VA @ 50% JBTOTAL ONTINUOUS LOAD ENERAL LIGHTING "W FT @ 3VA PER FT -IOW WINDOW LIGHTING LOAD )FT @ 200 VA PER FT UTSIDE SIGN CIRCUIT EATER HEATER OTOR LOADS ) AIC UNIT 12,000 VA 10,000 VA 1,000 VA 11,000 VA 4,500 VA 4,000 VA 1,200 VA 14,700 VA X 30 AMPS X 208 V X 1.732 10,885 VA \RGEST MOTOR, ADDITIONAL 25% 3,000 VA 13,885 VA ET CALCULATED LOAD 39,585 VA INIMUM SERVICE SIZE = 39,585 1208 V (1.732) = 109.9 AMPS EXT SIZE = 150 AMPS 'E ARE USING AN EXISTING SERVICE = 150 AMPS 1:1 E!rTDIr'AI 1 n A n r°AI r`I 11 A-rinkIr PANEL SHEDULES BY LICENSED ELECTRICIAN ELECTRICAL POWER PLAN; ALL WORK PER N.E.C. 2014 ED, SCALE; 3116" = I'-0" EXIS--ING ELEC-FRICAL PANEL 31 BREAKER PANEL VOLTAGE 150 AMP 208V PHASE 2081120 VOLTS 4 WIRE NETWOR0ATA OUTLET D CIR, NO, EQUIP, 01A IP, OLETRIP CABLE N (CATV OUTLET TRIP OL IR' DIA EQU1r? CIR. NO. I EXTERIOR SIGN ]-BOX 112" 1#12 0 20 20 0 #12 112" OFFICE RECEPT. 2 3 WORK SPACE RECEPT. 112" #12 20 0 0 o 0 0 0 20 � #12 112" WAREHOUSE LIGHTS 4 5 IRESTROOM RECEPT. 112" #12 STANLEY P. HOELLE 20 1114 MISTLETOE DR. DAYTONA BEACH FLORIDA 3211T 386-295-9TSO Lu z - vi O z F 1n 30 LLI LLI Q F- L z c� cZ000L) u #6 1" AHU #1-3 TON 6 1 REE. RECEPT. 112° #12 UQF-� ZZcn J_ z CO ui 20 o'Nt8 �o<LL.a cIQ 0mQODLUZw U Q Q 0:�U— u LL QQ z0zQ 3. 30 wQY 1LL c' Lu #6 1" A1C #1-3 TON 8 g WAREHOUSE RECEPT. 112" #12 20 20 #12 U2" WAREHOUSE LIGHTS 10 11 ABOVE WINDOW RECEPT. IIT' 11 #12 20 Ir 20 11 #12 112" 1 A1C SERVICE WPGFI 12 13 OFFICE LIGHTS IIT' #12 20 Ell 20 #12 112" AHU SERVICE RECEPT 14 15 & WET BAR GFCI REC. 112" 1#121 20 Z Q O �- � O F- SPARE 16 11 INSTA HEAT UNDER COUNTER W.H. 112' 1#12 20 � C) 20 #12 112" REST -ROOM LIGHTS 18 19 SPARE 0 20 W #12 112" OPEN SPACE OFFICE LIGH 20 21 C> F -- SPARE 22 � 23 GC W c� L LILL r. 1 24 1 �-� r TAN6P-P'�1.10ELLE �4RCFI I TEN tt9033 '�' 1114 NUSTLETOE DR r 1 DAYTONA BEACH. FL. 2 �Zpi _L PET # CHECKED`f E -I ELECTRICAL POWER PLAN; ALL WORK PER N.E.C. 2014 ED, SCALE; 3116" = I'-0" ELEC. POWER LEGEND NETWOR0ATA OUTLET D PHONE LINE 1&2 OUTLET PH O CABLE N (CATV OUTLET TV 115 115 VOLT/ 20 AMP DUPLEX RECEPTICLE GFI o 115 VOLT/ 20 AMP GROUND FAULT INTER. DUPLEX REC, 115 115 VOLT! 20 AMP QUAD RECEPTICLE 220 AMP AIC ELECT DISCONNECT ELECTRICAL POWER PLAN; ALL WORK PER N.E.C. 2014 ED, SCALE; 3116" = I'-0" O D O O 0 0 0 0 0 a 0 0 0 0 0 o 0 0 0 � 0 - 0 STANLEY P. HOELLE A R C HI TE C T 1114 MISTLETOE DR. DAYTONA BEACH FLORIDA 3211T 386-295-9TSO Lu z - vi O z F 1n g �a o z LLI LLI Q F- L z c� cZ000L) u Q O X z u w p z Lu z J_ W O z° w O > _1 CL Q � CL CL1 Q LLI m Clo LLI _U LL Edi L OLLLL Ir--� LL CL r., LL. LLI X, LI Q 1n o I- LL z , z �-. U, CNI u O er Q OQ=C +o UQF-� ZZcn J_ z CO ui F vi R 1n O O z3:_ z w O 0 U o'Nt8 �o<LL.a cIQ 0mQODLUZw U Q Q 0:�U— u LL QQ z0zQ 3. Q¢ 00 Locre CLI C) ��ul U wQY 1LL c' Lu LL Z LLI I Z Lu 1 z J LL j Q LLI Q° a¢ o i i CL I PIZ 0 o> C> 0 z Ell V F— Q � Z Q O �- � O F- Q cls p_ Z a C) > 0 0 W �C F- C> F -- W C> GC W c� HtT�T'S - r. �-� r TAN6P-P'�1.10ELLE �4RCFI I TEN tt9033 '�' 1114 NUSTLETOE DR r 1 DAYTONA BEACH. FL. 2 �Zpi DR,A' RY. PET # CHECKED`f E -I SCALE: AS NOTED DATE: 08-09-201 B EL_EC-1F?IIC-ANL I r--..jnTr-=C- I. MC WILL BE USED FOR ALL INTERIOR 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 WAI UL DESIGN NO. W -L-100 I 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.) LIGHTINGNECH. SYMB. sD SMOKE DETECTION Ex EXIT SIGNS WIBATT. BACKUP COMBO CHLORIDE EMERGENCY LIGHTING WI BATT. BACKUP ONE-WAY SWITCH THREE-WAY SWITCH MECH. RETURN (24" x 24") MECH. RETURN (24" x 12") MECH. SUPPLY (2411 x 12") MECH. SUPPLY/DIFFUSER (24"x2411) TA (STA) 1211X48" (HIGH BAY STR LIGHT) SUSPENDED FIXTURE 24" X24" LED TAMLITE OR EQUAL CEILING LAY -IN FIXTURE EXHAUST FAN WALL MOUNTED LIGHT CEILING MOUNTED LIGHT WALL MOUNT OCCUPANCY SENSOR DUAL TECH DUAL SWITCHING FOR LIGHTING AND CONTROLLED RECEPTACLE CIRCUIT CEILING MOUNT OCCUPANCY SENSOR ELECTRICAL LIGHTING PLAN; ALL WORK PER N.E.C. 2014 ED, SCALE: 3116" = I'-0" a 0 0 0 0 0 o � 0 0 0 0 � a o a STANLEY P. HOELLE A R C H I T E C T 1114 MISTLETOE OR. DAYTOHA BEACH FLORIDA 32117 386-295-9750 LLI — V 0 1n N zU 11 � O -� � V) _U Z) C O W Lu0 u W �z—OIO L) 3�U < X ? Z >_ U � O z� Qj J �%cm > -'On-D � LLIED o o W U W>°ZT0 W LU LL� W W W [ D oV)oU0��z 0 V, o C2 u O o o �- 6 - z o Q�z=O d<�U--ml w Q� � �� �Lu �,o 0 z��zw O �U Lol 0�_u�o<a z O O Z)¢ O 0 W z W Lu V m Q 0 U p V U " Q ~¢ 0 z 0 z J 1.L > F- 0> LL m w O LL o ° OU O f Z .— 0 LWLI LLI o �- � V, Ly R O= W F- O o — 0 0 s C7 U F- oLL U + vii _j LLJ J —1 O z J I-1- z z d aWQ Qa0��CL o� �o o� >LL z O Z w m Q ¢ W Z a � Q oc � z Z O V Oo c� � O M F --- W o W O W ■L■ Gt. LE ISTAICE3�p $10ELLE' y _� 'ARCHyTEC ' st3'033 v '* 2s' ., 1114 MI5 ETOE DR. ` ATONA B 1C H. FL 32417.>: D WN -BY: S.P.H. •' '' . rEET # CHEMO BY�k Ff SCALE: AS NOTED DATE:08-09-20 16 ' voiume uamperto De installed on the fresh air duct in to regulate 3/sh $rr ALL THREAD HANGER RODS volume enteringbu ding.l~ 150 1P o 150AMP I I ELECT. 5 I CT. a 0 PANEL I PA 1RACK FILTER II o 0 A. FROM OUTSIDE II „ RYIER VENT WITH SCREEN 6 0 O A ND BACK DRAFT DAMPER SUPPORT EVERY 4' SHALL NOT BE INSTALLED. Il A I-1 U II STANLEY P. HOELLE II A R C H I T E C T 1114 MISTLETOE DR. DAYTONA BEACH FLORIDA 321,T 386-295-9750 __VIBRATION SUPPRESS ! ON INSULATE ALL DRAIN LINES I LLI vi O Lo = AND CONDENSATE TO OUTSIDE I I O -� U LU LANDSCAPING. CL. � U � O 314 STRUCTURAL PLY -W SECONDARY DRIP fl I LLIZ LL PLATFORM DECK ABOVE CLOSET PAN w/FLOAT SWITCH Q �, z p o o U I I I p ° °ZU oz �Q"�Z U Zp AHU SUPPORT DETAI La N T S EXT. WALL it >°�� a a 0::m co0 LL1 IIO LL � DRAIN CONN. {X"3 FPT MINIMUM CROSS IIOV)ol-lu i LL LL LLI Ci Q LU LL! F LnZ C/) C-4 O'TQ Q Q op= LLI U (/] O DRAIN PAN PLUGNOUT l II �z=o~ z L) L/] U Q~ U m Z Q cod 2" MIDI. PITCH r_ I I I I o � Ly Z V)V) �' � 0 cD OZ ci - LLI o U sO VALE50 CFM !— U U � 0 <U— a Ie O Z) Q O 0 LU Z LU LUUoO L1�U-U ,. GREAT ER THAN TSP. NOTE: CONTRACTOR TO INSTALL NOTE; NO A{C 1N OPEN WAREHOUSE AREA I I W I- Q ° Z Oz AHU UNIT ACCORDING TO MANUF. I I -1 > cc 0 > LU SPECS, J � � � g o � � o � V CONDENSATE TRAP C L � I I � LLI U Ri LL = C1 �' �- N LLl NOT TO SCALE U FRESH AIR CALCULATION: II Z w LU UU�H� ° + �° Ln z o I I J J Z� LL Z LLI ED <<o��CL �1 SECURE TO STRUCTURE WITH 1- 900 S.F. X 0.06 CFM = 54 CFM ACTUATED FASTNER MASTIC ALL SPIN -IN FITTINGPOWDER OR JOINTS AT WITH SCOOP AND SPIFFY METAL SCREW —9 CLOSURE VOLUME DAMPER CL PERSONS X 5 CFM = 45 CFM II U O LU METAL STRAP K TOTAL OUTSIDE AIR = 99 CFM II 5'-0" ON CENTER AIR FLOW j l 1 -TON SUPPLY AIR CFM = 1,200 CFM .� I FEX -� 1 } LLE DUCT L EXHAUST AIR CFM = 50 CFM r f A1C SYSTEM I I L INSULATE SPIN -1N WITH 1 1/2" THICK INSULATION ZSUPPLY AIR WITH VAPOR BARRIER LEAVING SUPPLY AIR CFM = 1,101 CFM II �— DAMPER OPERATOR ACCESSIBLE - BALANCE AIR CFM — 49 CFM = Q DUCT FLEX DUCT CLAMP ° o I I INSULATE AND SEAL ALL DIFFUSER SURFACES EXPOSED ABOVE CEILING n -- DUCT TAKEOFF DETAIL° 99 CFM O.A. NOT TO SCALE ° AIR BALANCE SCHEMATIC, N.T.S. I I ANCHOR CLIPS THIS DETAIL WILL WITHSTAND USE�2) SIMPSON: A21 ANGLES N TD A I1 FM JOIST OR CONCRETE SLAB 140 MPH UPLIFT YINDLOAD PERIDE OF UNIT (8} TOTAL 18GA ABOVE ATTACH: USING #14xi-112 S.S. ) vE PEN FR CEI G _O/STRUCTURAL Qz... SUPPORT DUCT TO STRUCTURE WITH SHEET MTL SCREWS TO BASE OF 6" H 1-1/2" WIDE 24GA METAL STRAP. PROVIDE CONCRETE POWDER ACTUATED EXTERIOR EQUIPMENT: TIE DOWN COMPRESSOR. ATTACH TO CONC. FASTNER FOR INSTALLATION IN CONCRTE . A!C DETAIL NTS PADISLAB USING 3116°x2 -114r' TO CONC. DUCT SHEET METAL SCREWES OR POWDER EACH A21 CONNECTOR REQUIRES (2) ACTUATED FAFORJOIS�ALLATION IN 4'X24' P�y �� CFM �, 28x16 4' 4' U � e�C I I I ( ,M I I Y F M 0 IDE �_ O Z _:< �1 O 'J STEEL #14X1-112" SHEET MTL SCREWS OR t r HORIZONTAL SUPPORTS SHALL BE MIN & (2) 3116"x2 -I!4 TAPLONS, P M FAN L_r-) ^W ■ ■ 5'-0" ON CENTER OR APPROVED BY SMACNA STANDARDS. ----- UP] -- -- ® HAU 318" HANGER ROD TO STRUCTURE NON METALLIC ® � TURxg 4 s Cp I I >-- 0 Q o COIL SECTION DUCT SUPPORT DETAIL 4��XIL,4y'' I I NOT TO SCALE _00CFM SUPPLY mg0 4.X2-4. CFM 12r" I I oc oc AIR Tu CONDENSING UNIT MANUFACTURER TRANE/AMERICAN STANDARD NOTE: FM ® ]" —�I �I>< QQ �� = Ov MODEL NUMBER 4TTB4036E SUPPLY MIS SHALL �I� O (S )EER / HSPF/COP 15/1 BALANCE RETURN CFM1s �, RETURN TOT/SEN/LAT/MBTU S�1 q' I I O 60/45/15 VOLTAGE / PHASE 208-240/3 o MECHANICAL. SYMB. P 'X24 MIN. BRANCH CIR. AMPS 25 EXTEND2N 4 PP LIcY� O O MAX. BREAKER AMPS 30 UNIT TO BEYOND AHU CU NUMBER 1 MECH.SUPPLYIDIFFUSER 1 LE ANG F' U STAND ON 4" .5"-2" .. SUPPORT AIR HANDLING UNIT � MECH.SUPPLY(12"x6") FOAM BLOCKS FLOAT SWITCH 4'X2L4' ��OPCFM 4'X24'UUpg �00 CFM Q Z MANUFACTURER TRANE/AMERICAN STANDARD IN SAFETY PAN ® EXHAUST FAN FAN ® V MODEL NUMBER 4TEE3F36 SUPPLY MAIN DUCT LINE CAP FOR HOSE CONNECTIO 1200 �. �-- CFM / SPEED HEAT STP/KW/MBTU 1OKW/34.1 SUPPLY FLEX DUCT LINE T Y P I C A L S U S P E N D E D I Q VOLTAGE / PHASE 208-240/1 1 RETURN FLEX DUCT LINE �C z W MIN. BRANCH CIR. AMPS 30 AHU & A N C O I 0 T A I — -RETURNMAINDUCTLINE EE ZZ NN 450UCFM r MAX. BREAKER AMPS 45 F (A7CT'S INLINE FLOAT SWITCH YES NOT TO SCALE pESOMON T -STAT MECH.RETURN24"x24}@DER AHU NUMBER 1 WEIGHT 211 LB SMOKE DETECTOR 24"X24' NOTE CONTRACTOR SHALL PROVIDE TEST AND BALANCE NOTE: MANUFACTURER EDWARDS or EOV.hI HVAC NOTES: REPORT FOR FINAL MECHANCIAL INSPECTION MODEL NUMBER2435P GRILLS & REGISTERS FLEX DUCT SIZING SCHEDULE FPM 300 - 4000 2455-R t, }`iI e�1 tt I) ALL DUCTS TO BE INSTALLED PER SMACNA DUCT STANDARDS AND LOCAL CODES SYMBOL HART & COOLEY or eqv. CFM RANGE FLEX DUCT DIAMETER,HO q��ST+4NL YELLE 2) DUCT BOARD WILL BE I If2" R-6 RIDGID BOARD. 0- 30 4"DIAMETER r EXHAUST EQUIPMENT MODEL NUMBER HV5-R6 A6I1 RHF45-T 3) FELX DUCT �h ILL BE SILVER R-6 VALUE MANUFACTURER BROAN 31-60 S"DIAMETER � ;' � LARCH I TF, st9033 7 "u 3= 1 Axa 1114 MISTLETOE DRsc.. SIZE 24x24 8x4 20x20 4) INSTALL DIGITIALT-STATS. AND MOUNT THERMOSTAT 5%0"A.F.F. MODEL NUMBER 688 61 - 100 5" DIAMETER CFM/STATIC PRESSURE 50/.1 CONSTRUCTION STEEL ALUM ALUM IDI - 150 ?" DIAMETER 5) ARCHITECT'S AFFADAVIT RE.; SUSPENDED AHU FROM EXIST. STRUCTURAL MEMBERS: CONSTRUCTION ON STEEL DAMPER NONE MS NONE 151- 200 S"DIAMETER UPON EVALUATION, EXISTING, STRUCTURE IS CAPABLE OF SUPPORT OF SUSPENDED AFIU AS DEPICTED. VOLTAGE /PHASE t 15/t MECHANICAL'ri'lVAC DUCT PLAN: DAYTONA BEACH. FL<3i" _ - .; DRA�,f3Y: S;P k{w�Y ' r E . f y`t SHEET # 6) TRANSFER. DUCTS FOR RETURN AIR TO COMPLY W{ SECTION 601.4 FBCM. WATTAGE/AMPS 57/.5 WHITE WH[TE WHITE 201-300 9" DIAMETER MAX. BREAKER AMPS N/A 301-400 10" DIAMETER 7) CROSS-SECTIONAL AREAS OF TRANSFER DUCTS TO BE AT LEAST 1-L2 TIMES CROSS-SECTIONAL AREA TYPE SUPPLY SUPPLY RETURN OF S.A. DUCTS ENTERING ROOMS CURB N/A 401- b00 12" DIAMETER 1 NL INE DUCT ADAPTER N/A 9 II SCALE" 3116" = I �� M_ I SCALE: AS NOTED FILTTEER20 601- 900 14" DIAMETER B• VOLUME DAMPER TO BE INSTALLED ON FRESH AIR DUCT TO REGULATE VOLUME OF FRESH AIR ENTERING BUILDING EF tt 1-Z DATE: 08-09-20 18 MOP SINK 3 a 112' 211 I I I� �•� HAND •N SINK •\ 311 13" I I I i 1 1 1 1 I 1 ,1 I i � I 41 2" '/ i � I I I A.V.V.r-' W.C. I I I, :211 LAV. 31� I 11 , � ,� 1 y A.V.V. • _4 211 �I - IN T -,,I 314.� 11 17 `` 3141T 2 3 ADA �- 3" •. STUB -UP ' 211 D.F. y' EXIST I" ' .� HI -LO 111211 211 �' •� �- �' 311 1 �' 11 3141" \� 2 X112" IN T`•� •• i REF. 1112" 314 i.' 314 ,7 3 SANITARY SEWER & VENT I COLD & HOT WATER SCALE: N.T.S. RISER DIAGRAMS PLUMBING NOTES: I) 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.B.C. 6) EXPOSED PIPES AND SURFACES UNDER LAVATORIES SHALL BE INSULATED AS PER SECTION 404.6.4 7) NIA 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. EXIST 4" STUB -UP p o�- 41, PLUMBING FIXTURE SCHEDULE WC WATER CLOSET W.C. AMERICAN STANDARD 2998 - 012 A.D.A.- COMPLIANT SERVICE SINK AMERICAN STANDARD 2399 - 012 ELONGATED 1 BEMIS 1955C SEAT OPEN FRONT LESS COVER LAV LAVATORY AMERICAN STANDARD 0355 - 012 A.Q.A.- COMPLIANT LAVATORY AMERICAN STANDARD 2175 A.D.A.- COMPLIANT SINGLE -LEVER FAUCET I TRU BRO 102W TRAP WRAP D.F. D.F. ADA LO 0 ELKAY 1 MODEL LR -1722 (OR SIMILAR) SER. LAUNDRY. TUB MOP MODEL MUSKEY 19F (OR SIMILAR) Plumbin fixture ca c 6.5 WOMEI`1 30 AND 6.5 MEN =13 TOTAL FIXTURES -3 WE HAVE CURRENT TOTAL FIXTURES —� REQUIRED AS PER TABLE 403.1 & 403.2 AS PER OUR LIFE SAFETY EGRESS PLAN WE HAVE A TOTAL OF 13 PEOPLE IN THE BUILDING "B" H.S. LAV. W.C. D.F. SERVICE SINK 0 1 1 i 1 1 I 1 I 1 0 1 1 I 1 GENERAL 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 I. GRAB BAR -66206 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. VACUUM RELIEF VALVE CHECK VALVE THERMOMETER - ` SHUT-OFF VALVE (TYP.-� HOT WATER OUTLET TEMP. & PRESSURES RELIEF VALVE PIPE 3/4" RELIEr____� VLV. DISCHARGE TO PAN DRAIN PIPE 1 " PAN DRAIN TO OUTSIDE -� LANDSCAPING 0 C —DQ:Z4 COLD WATER SERV ICE �-I HOT WATER SUPPLY E W FI ELECTRIC WATER HEATER DETAIL FOR OPTIONAL USE: NTS EXPANSION TANK ( EXP -1 ) COLD WATER INLET 45 GAL W.H. ANK DRAIN VALVE SAFETY PAN U L 1- e 0 L SCALE: 11411 = 1'-01' — — — — HOT WATER CPVC --------- COLD WATER CPVC SANITARY SEWER LINE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 STANLEY P. HOELLE A R C H I T E C T 1114 MISTLETOE DR. DAYTCNA BEACH FLORIDA 32117 386-295-9750 LLI Z - V; O car, Ln z LO O _ U U D O LLI W ❑ V) LU 47 �Z°o �U o oXZzwoz U a X> Z � J o p o z m o O w w>❑�`� LL.� LL W � LL. w ❑ U0 Z'TQ O�oN V,aW�O�o- RUTLuU N �o O❑ ❑rrU - QU < � OU J z z ZLLJ�) ZCL Ln 0 Ln O o U LLF- cCO Z a O ❑ Lu Z Lu i �l'-UUma ❑ =�U- U a❑Z Na i-oz9 U. � t� LLI Q O ��mo J,�° d<�"0 8- ZUO w= ° _E'� 2 O❑ i C7 :FZ-� �❑° V) LL. Z Ivi i J J Z �- ZLU aL1Ja°aao�'—LU L O ¢� oc �-- ID Z L_LJ PE) c QLZA Q� � z 0 Q ~ c� Z 0 V Q'J O >G o c� o � � � o � _Lj D O w w fl •i�i,�''\%- - y ._ • L � ,.`fir S&TANICE F P.'ROELLE S :iARCH17EC -,.=9033 �1I'114 MISFF`rETOE DR., ` .f "I 4 TONA 8E.ACH. FL 321; DR CHECK ���;.-� P- I SCALE: AS NOTED DATE: 08-09-2018