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HomeMy WebLinkAbout3400 St John's Pkwy 18-3445 (a)18-Ok2kq� COUNTY OF SEMINOLE IMPACT FEE STATEMENT BUILDINGTAPPLIICATION144: 18 10000470 DATE: May 17, 2018 BUILDING PERMIT NUMBER: 18-10000470 UNIT ADDRESS: ST JOHNS PKWY 3440 UNITS 1&2 26-19-30-5AE-2900-0000� TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOCK: 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/RETAIL TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3440 ST JOHNS PKWY / BLDG B UNITS 1 & 2 / 7500 SF / WAREHOUSE W/OFFICE/RETAIL --------------- -------------------------------•------------------------ FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS -ARTERIALS CO -WIDE ORD Retail Strip Ctr <20K sqft* 2,327.00 .808 1000gsft 11880.21 ROADS -COLLECTORS CO -WIDE ORD Retail Strip Ctr <20K sqft* .00 .808 1000gsft .00 ROADS -ARTERIALS CO -WIDE ORD Office < LOOK Square Feet 1,545.00 1.742 1000gsft 2,691.39 ROADS -COLLECTORS CO -WIDE ORD Office < 100K Square Feet .00 1.742 1000gsft .00 FIRE RESCUE N/A .00 LIBRARY N/A 00 SCHOOLS N/A .00 PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A CREDIT FEES: .00 SCI ROAD ARTERIALS C Wareh""' * 358.00 1.742 19OOgsft 623.63- SCI ROAD ARWRIALS C Warehousing* 358.00 808 1000gsft 289.26 - AMOUNT DOE 3,658.71 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 DA'T'E ABOVE, BUTNO 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 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE VOTE: TRUSS WAR INSTALLS) IN A0 STATUTE 631 CO( INMaOR FOR P L BE- [ It E-fIt IRE D P MAIN ENTRY - D _ Safety.dgn May. 13, 2018 �1 fjKuvy - IH OFFICE —I i ji OFFICE ��- F D. OFFICE 3L'_���� x xx ITW I7 Fell. STORE SHS -ROOM UNIT'S AND 2 AND a��P � AREA � OPEN WAREHOUSE SPACE I r 412M S.F. GROSS AREA I 5_ I .STORAGE WAREHOUSE AREA I 4200 S.F. ! 300 S.F. PER PERSON IN WAREHOUSE AREA = I4 PERSO 'z I � � I I o I � I axe I I _Aa y I ADAi ` ADA I MEN'S ,�I L I H. OFFICE I F �z `. I - I I ADA I I WOMEN'S ,' fi CLEARJ kL& I ADA I I I I GLEAN0 � I T, OFFICE I STORAGE SERVER STOR. MENS WOMEN'S I I ISERVICF co-:� rrovsi K ix lei, XX I 9I'FEETTRAVEL DISTANCE TO EXTERIOR EET DOORL1 A < 7 - i"11�L� f L I i eFE I b GROWTH IF77, xxxx I I 4TH PERSON OFFIG :BREAK RM. I N ._.,HIP RM. CONFERENCE Sc s. M. OFFICE CONFE OFFICE I I J I EXISTING EXISiiNG EX{SiiNG NG /) EXh,NO EXISTING EXISTING PROVISIONS FOR BARR I ER FREE DOOR (S � 0 }-� PUSH SIDE . X in 18` MINIMUM U? 24` PREFERRED = T � tf Q J CL 0- NOTE: x =12 IN IF THE DOOR (A) FRONT APPROACHES HAS BOTH A CLOSER AND A LATCH. Lu 0 PULL SIDE Q 54" MINI v Ln x ,, V) PUSH SIDE T --[ U) CHAKES IN LEVELS IN ,( ) HINGE SIDE APPROACHES ACCESSIBLE ROUTES � NOTE: x = 36 IN MINIMUM IF y = 60 IN � NOTE: y = 48 IN MIN. IF DOOR HAS BOTH A LATCH AND A CLOSER. x = 42 IN MINIMUM IF y = 54 IN. \, II . Lu Lu PUSH SIDE PULL SIDE z L� 24` MINIMUM (n 24" MIN xcli x = J � J a [1 NOTE: y = 54 IN MINIMJM IF THE DMR HAS A CLOSER r) (C) LATCH SIDE APPROACH S NOTE: y = 4s' IN 1dINIlRittt IF THE DDDR HAS A CLDSE . LIFE-SA,FETY EGRESS INFORMATION APPLICABLE CODES LEVEL 2 ALTERATION BUILDING: FBC 2017 EDITION PLUMBING: FPC 2017 EDITION NOTE: FIRE -ALARM DRAWINGS AND INSTALLATION, PERMITTING q,p,q; FAC 2017 EDITION BY OTHERS LIFE SAFETY: FFPG 20.:17 EDITION MECHANICAL: FMC 2017 EDITION GAS: FBC 2017 EDITION ELECTRICAL: NEC 2014 EDITION OCCUPANCY GROUP "B" OCCUPANCY: "B" BUSINESS TOTAL PEOPLE:47 COUNT 4,240 S.F. (300 S.F. PER PERSON IN WAREHOUSE S -I STORAGE AREA =14 PERSON 3,300 S.F. 1100 S.F. PER PERSON IN OFFICE AREA = 33 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 47 = 9.4"INCHES MIN. REQUIRED PROVIDED EGRESS: (5) 36" EGRESS DOORS = 180" INCHES CONSTRUCTION TYPE MAX S TABLE 503 TYPE 11-13 UNPROTECTED YES-SPRINKLERED LIFE SAFETY LEGEND NEW EXIT WfILLUM, EXIT SIGN COMBO & PATH OF TRAVEL AREA CALCULATIONS: GROSS TOTAL GROSS AREA: 7,500 SF NUMBER OF TENANTS: 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 I 3 PANIC HARDWARE IS REQUIRED LEGEND PATH OF EXIT TRAVEL TRAVEL DISTANCE ORIGIN � 'EXIT DOOR- SINGLE DOOR X CLEAR! (0.2)= ! PERSON FE FIRE EXTINGUISHER p SOUND ALARM b EMERG. UGHTING ® TIRE 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 STANLEY P. HOEL.LE ARCHITECT 4114 MISi'LETOE DR. DAYTONA BEACH FLORIDA 32Uf7 38Gr225-9750 LLI Z � — Q �- a U :) O uj LuQN.C7 Iw— OZOfla 0 In _2OcLQU00 <� z a U- u U D RO oYoo�au= w O t%t- LZ t� u,; Lu (L 0 a(n a Q 0 < c� Lu 0 o _ C7 2 w U ° vi sfi o, +` Z=o z©- , Zoo O�E-� cUj U' Z M �QNDcl Z-QQ,�- Z �¢�cow �;Oo v W J _j LLI J 0 LL. Z J u- � z d U Qua<LQ¢.On., c Q Q�5 C> j oZi F—: -r, Q S.✓7-. � O c 1, L-' 0 � r �V A GHgT r �STANLEY'f> HOELLE, ; r ARCHITECT. 4 90.33 •�, is ET T APSE Gd F, F1 F LIFE SAFETY ELGRESS K'cm _ ;v , DRAWN E�-.t SHEET # CHECKED BY: S,P.H. UNITyS#1 I OL !:700 SR. UbOSShIEA ?CALL. J/IOT=1'41 SCALE•AS NOTED A^ 39300 S.F. GROSS A/C OFFICE AREA DATE: 05-1 U6 I. li EXISTING EXISTING j"21- All All -3 1` 8" 121-010 33, 600 AMP 600 AMP 0. 1PHASE EXISTING EXISTING, 3. ME .7 SERVICE ETERS--,__ SERVICE SERVICE. 7 SERVICE METERS EXISTING — *HOU IMOU I�TJED­ I HOUSE METER EXISTING VE VC — ----- --- - EXIT >< CLOSET .150 AMP 0 \AHU L E�ECT, EXISTING —0 A– >< x NE 11 I )< -EXISTING G ROWTH )< OFFICE >< )d ->< DW >< >(5 iff ><, >< )4 k JBox /FAN I 1 1 I I -BOX MAN /* �& ► >( >< OFFICE >< HALL------- >( --------------------- X >< �M T EAT >< >( >< -D, OFFICE K x V >< >< Ir —---------------- -------------------------------------------------- K 8-7" In >< 99 >( NEWITHIGHWALL >< 1 XXXXI XXX xAXx a FRENCH cS DOO /r HOX IFAN I HOX /FAN 0 0 > A > > > > STORE 'SHOW -R _ M UNIT'S #1 1 AND #2 AND -DISPLAY AREA. ri OPEN WAREHOUSE SPACE 440'SoF CROSS AREA ------------------------------------------------ ------------------------------------------------- WTI - — - — - — - — - — - — - — - — - --- — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - ce C:> ADA Ir > > GLASS R EXrr- W) T j x J -BOX ]VAN HOX MAN t x /r x ADA x C:_ -MEN'S C >< c f x Dx _x X >< H, OFFICE X T 1--t. x >< x )4 >< -HALL >< ,-[[ =1 >1 V ADA >T WOMEN'S Il Xxxxx / >< lxt 22-8" LO -Df. 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TOPOFWNDOWHEADERSET @T.VA L >< x >< )< x >< >< x )< >( x >( >( x >< >( >< x >< >< x >< >(; x >< x >< GROWTH >' C? >< x BREAK RM, I x 4TH PERSON >< >< x >< OFFICE K 'm OFFICE CONFERENCE >< 51, SCAN &SHIP RM. _N INo X.L N LV—OFFICE><,L!; '_ I �<,__. _OVO 1 —0 q _0 IIT -O" 15 4' j-6' x K >< x V - — - — - — - — - — - — - — - — - — - -------------- x - --- — _,_,..-------------- 1 — - — - — - — - — - — - — -- - — - — - — - — - — - - — - — - — - — - — - — - — - — --- - — - — --- —EXISTING -_W_-- — - - — - — - — - — - — - — - _..__—EXISTING - — - — ------------------------------ - — -- — x X _wT BUT EXISTING T-411 811 31 '1 ix T -4i EXISTING NG vyv��vv-/vvV vvvv�a EASTI EXISTING EXISTING __r --------------------- r ------------------------ rl 13 I 1XI I T 4, >1 >Zzi 1AZA GORW®R x Lit, -11 .9%8#1 $,_4" IT -01" -T-411 C-011 211411 6$- 0 5 251 2 voll VOil wo11 25- -ED FL00,R'PLAN., 'PRO'PO.S.. UNITS #., I & 2 - 7,500 S.F..-G ROSS AREA SCALE: 1 /4'-'= 1411 3,300 Sf, GROSS - A/C -OFFICE AREA G 'Etw-RAL n :2�: &,KLLC,. BUILDING .'8,'INTERIOR OFFICEBUILD-40UT ALL -GENERAL & -SUB CONTRACTORS TO FIELD VERIFY ALL DIMENSIONS, ELECTRICAL, WATER, SEWERAND GAS SERVICE LOCATIONS. ALL WORK MUST COMPLY WITH THE 2017 EDITION (EXPOSURE"C') > Z vv 00 0 -40, 1 t1FE VITA UNI T'S # I & FOR 'OF THE FLORIDA BUILDING CODE SECT 140 MPH WIND LOAD AND THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION ALL DOOR & WINDOW OPENINGS TO MEET OR EXCEED DESIGN PRE SSURE z r m P, ffj'Z" D 'T fic,WIND co cn OF +40/45 PSF FOR DOORS AND +40/45 PSF FOR WINDOWS IMPORTANCE FACTOR IS 1.0" AND THE BUILDING CATEGORY IS 11 __j Nva`m X.ECT-FLORIDA ADD ST I N) RESS: JOHN S # (ENCLOSED BUILDING) PRESSURE COEFFICIENT 0.18 0 T m U LI Ll LJ > T N r .. .Y -GENERAL CONTRACTOR: COX CONSTRUCTION AND DEVELOPMENT CORP, CI —A M- kCAD\N plan Agn Way. 13,20-18 -014,017:07 -o-NEW MEN DUCT Z6NE-- EW MECH DU I CTZOI 6 T X T LAYIN ACdOUST. CEILING T X T LAYIN ACCUST. CEILING CL: OFFICE '0' (1) LAYER IT GYP.BID. REGULAR ('7 �T y p Cab t. Section EA. SIDE SCALE:N.T.S. T �—PL. LAM- COUNTER ADJ. MELAMINE SHELVES W1 RECESSED K & V S S TDS. &ZLIPS 0 CAB. INTERIOR FINISH TO BE MELAMINE EXIST MTL ROOF DECK 35'x' 5T M ; TL STAkIZING alANNEL 48' Ot I , ALTERNATE , -'4R11 BATT INS101.00N TYP. LU < OFFICE z NON -A/C LU WAREHOUSE 15025 GA:MTL STUDS @ X( 3 50 2S G.A. MTL CHANNEL TY?. FIN. eLG, - - - - - - - ------ - - - - - - - - -- - - - ------ - - - - - - - - - - --- - - - - - 0 EKIS74"CONC-SLAB, CAB. INTERIOR FINISH 0 TO BE MELAMINE 'WALL) 112" 1'-4 0 (TYPICAL) (TYP, INT it Lr,— o ADV. MCL1111011M ZnMLr IV RECESSED K &N STDS-. & CLIPS MICROWAVE SHELF CO-DRD.'VITH MFR. TRIM KIT FULL HT- SPLASH PL. LAM. FINISH WALL (1) LAYER Ill" GYP. BD. REGULAR EA.,SIDE 1. FLOOR& CEILING RUNNERS -:-CHANNEL SHAPED RUNNERS, 351WIDE (MIN) I -i!4" LEGS, FORMED FROM IMIN. NO 25 MSG ;GALY. STEEL, ATTACHED To FLOOR & CEILING WIFASTENERS SPACED 60" O.C. Z-) 2. STEEL: STUDS: CHANNEL SHAPED; STVADE (MIN), MW LEGS, 30 FOLD BACKRETURNS,TORMED W1 MIN. NO.2SMSG GALV. STEEL SPACED AT 24"O.C. 3. GYPSUM BOARD: 07 THICK, WIDE, ATTACHED TO STEEIL STUDS& FLOOR &! CEILING TRACK W1 I" LONG, TYPES STEEL SCREWS SPACED Sp O.C. ALONG EDGES. OF BOARD & 12" O.C. IN THE FIELD OF'BOARbS. JOINTS ORIENTED VERITICALLY ANDSTAGGERED ON OPPOSITES SIDES OF THE ASSEMBLY. FM—ETAL STUDGAUGE TABLE_ HEIGHT GJA711WIGE I -011 - [21-11 it i I 25 G. FIN. CLG. 20 G. 161.011 - 1 191- 1111 8 G, 11 201.011 + 16 G. RACKli INSULATION R-4.1 TY?. 3IT'SUM BOARD TYP. NELAMINE -SHELVES 1114 WISTLE70E DAYTDI(A BEACH FLORIDA W1 RECESSED K & V -2m --r, so 0 =o SIDS. '& CLIPS Uj Z cc: 0 CAB.'INTERIOR FINISH �z TO BE !MELAMINE -1TYPICAL) V1 .z 0- FULL HT, SPLASH PL. LAM. FINISH Uj LU < z 0 LU 0 z z 0_j 0 73 LLJ -PL. LAY. COUNTER .-j U 0 CL 0 �-- a 0 ADJ.-MELAMINE SHELVES LEI UJ 0_Z Z — W/ RECESSED K & V STDS. & CLIPS CAB. INTERIOR FINISH TO BE MELAMINE 0 C10 0 LU 1TYPICA L) z FIN. 'FLOOR -o-NEW MEN DUCT Z6NE-- EW MECH DU I CTZOI 6 T X T LAYIN ACdOUST. CEILING T X T LAYIN ACCUST. CEILING CL: OFFICE '0' (1) LAYER IT GYP.BID. REGULAR ('7 �T y p Cab t. Section EA. SIDE SCALE:N.T.S. T �—PL. LAM- COUNTER ADJ. MELAMINE SHELVES W1 RECESSED K & V S S TDS. &ZLIPS 0 CAB. INTERIOR FINISH TO BE MELAMINE EXIST MTL ROOF DECK 35'x' 5T M ; TL STAkIZING alANNEL 48' Ot I , ALTERNATE , -'4R11 BATT INS101.00N TYP. LU < OFFICE z NON -A/C LU WAREHOUSE 15025 GA:MTL STUDS @ X( 3 50 2S G.A. MTL CHANNEL TY?. FIN. eLG, - - - - - - - ------ - - - - - - - - -- - - - ------ - - - - - - - - - - --- - - - - - 0 EKIS74"CONC-SLAB, CAB. INTERIOR FINISH 0 TO BE MELAMINE 'WALL) 112" 1'-4 0 (TYPICAL) (TYP, INT it Lr,— o ADV. MCL1111011M ZnMLr IV RECESSED K &N STDS-. & CLIPS MICROWAVE SHELF CO-DRD.'VITH MFR. TRIM KIT FULL HT- SPLASH PL. LAM. FINISH WALL (1) LAYER Ill" GYP. BD. REGULAR EA.,SIDE 1. FLOOR& CEILING RUNNERS -:-CHANNEL SHAPED RUNNERS, 351WIDE (MIN) I -i!4" LEGS, FORMED FROM IMIN. NO 25 MSG ;GALY. STEEL, ATTACHED To FLOOR & CEILING WIFASTENERS SPACED 60" O.C. Z-) 2. STEEL: STUDS: CHANNEL SHAPED; STVADE (MIN), MW LEGS, 30 FOLD BACKRETURNS,TORMED W1 MIN. NO.2SMSG GALV. STEEL SPACED AT 24"O.C. 3. GYPSUM BOARD: 07 THICK, WIDE, ATTACHED TO STEEIL STUDS& FLOOR &! CEILING TRACK W1 I" LONG, TYPES STEEL SCREWS SPACED Sp O.C. ALONG EDGES. OF BOARD & 12" O.C. IN THE FIELD OF'BOARbS. JOINTS ORIENTED VERITICALLY ANDSTAGGERED ON OPPOSITES SIDES OF THE ASSEMBLY. FM—ETAL STUDGAUGE TABLE_ HEIGHT GJA711WIGE I -011 - [21-11 it i I 25 G. 131.0111', Ist- I I IT 20 G. 161.011 - 1 191- 1111 8 G, 11 201.011 + 16 G. 0 (TYPICAL) S e. c t on @ Mi crowa-ve SCALA: N - T - S LIGHT GAGE FRAMING .NOTES A.L[GHT GAGE SHALL BE SAME DIMENSION AS CALLED ON ARCHITECTURAL DRAWINGS.. B.iUNLESS NOTED OTHERWISE, -ALLSTUDS SHALL BE�,EQUAL TO A MINIMUM OF 3 518 -INCH 25G.A. WITH 25GA* TRACK. C. =OPTIONAL: A MINIMUM YIELD STRENGTH IFOR 16GA. STUDS SHALL `iB'E,S0 KS -1 11 ALL TRACK SHALLBE 33 KSI. WIND STRAPS ARE BASED UPON THE USE OF 40,000 PSI FY MIN. D.ALL STUDS, TRACK BRIDGING AND ACCESSORIES SHA I LL -BE FORMED FROM --STEEL HAVING A G-60 GALVANIZED COATING MEETING THE REQUIREMENTS, OF A.St.M. A525 E. BOTH STUDjFLANGES MUST 13E WELDED TO TRACK AT TOP AND BOTTOM- ORATTACHED ,W/ #,16 TEK SCREWS . . (MIN. I SCREW EACH FLANGE).ALL WELDS SHALL .BETOU(tHEb 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) 010 TEK SCREWS (MIN.) UNLESS NOTED OTHERWISE. H. -A , T TRACK BUTT JOINTS, A BUTTING PfECES OF TRACK SHALL BE SECURELY.ANCHORED TOA COMMON STRUCTURAL ELEMENT, OR THEY SHALL BE BUTT -WELDED OR SPLICED TOGETHER. 1. A . MIN[ I MUM OF IT OF UN -PUNCHED STEEL IS REQUIRED AT BOTH ENDS OF STUDS. J. BRIDGING SHALL;BE LS" CRC PLACED THROUGH PUNCHOUtS ;AND WELDED ON BOTH'SIDES, BRIDGING IS TO 98 SPACED AT NO MORE THAN, 4%T VERTICALLY AT APPROXIMATELY THE THIRD POINT. CRC AT EACH CONNECTION LOCATION. AN ALTERNATE BRIDGING IN 6" STUDSAEQUIRES A;,CLIP ANGLE BRIDGING TECHNIQUE SHALL BE I 518"-20GA. STRAPS, SCREWATATTACHED-TO BOTH FLANGES OF EACH STUD WITH SOLID]BLOCKING REQUIRED AT 8'-0" O.C. MAX AND 24" FROM BOTTOM OF PANEL. K.TASTENING OF COMPONENTS SHALL BE WITH SELF -TAPPING SCREWS OF SUFFICIENT SIZE, NUMBER AND SPACING TO DEVELOP CAPACITY OF CONNECTING MEMBERS . 4N ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS, r WIRE TYING OF COMPONENTS�SHALL NOTBE PERMITTED: GENERAL NOTES 1. VERIFY THE FOLLOWING WITH THE RESPECTIVE TRADES: A..SLZES AND LOCATIONS -'OF MECH ANDIOR ELEC PENETRATIONS. B. LOCATIONS FOR BACKING/BLOCKING REQUIRED FOR MOUNTING MECH AND/OR ELEC EQUIPMENT. C. CUTTING ANDWsTCHING FOR WORK REQUIRED BY-MECH AND/OR ELEC. OF'TOILETS , BUILDING EQUIPMENT,AND ACCESSORIES, 2, FOR TYPICAUMOUNTING-7 LOCATE PER ADA CODE AND MANUFACTURERS RECOMMENDATIONS. j. VERIFY I DIMENSIONS AND'CONDFTIONS SHOWN ON DRAWINGS, OMISSIONS, DISCREPANCIES ANDIOR CONFLICTS SHALL BE REPORTED TO ARCHITECT PRIOR TO START OF CONSTRUCTION, 4. FOR CONISTRUC71ON QUESTIONS. AND APPROVALS, CONTACT: COX CONSTRUCTION INC. ACAD11DetaiIs.dgn May. 13, 2018 01.09:22 I EXISTING R-i9VINYL BATT INSULATION ON CEILING TYP; 7 Z tN : EVV MCH DUCT ZONE -- S T X 2' LAYIN A'CCOLISM CEILING R- I I BATT INSULATION TYR ,vVV t CIL: us A/C OFFICE AREA, tJ 3 59 20 GA MTL STNS @ 24" O.C. PAR MT ON VVALL 31 SIB' 20 Gk MTL CHANNEL TYP. — — — — — — — — — — — — — — — — — — — - — — & - --- - - - - - - - - - 7 -- EXIST ,C CONC. SLAB, (TYP. W. PARTITION WALL) 1/211 = 1)-011 ELEVATION:. HC TOILET RM: SysteM No. WY 1001 (formerly system No. 147) F Ratings - 1,41and 4, Hr (SeL-!tems 2 and 31) T- Ratings - OIZ3-and 4 Hr. (See Item 3) L Rating -At Ambient - less than I CFH[sq ft L Rating At 400 F --less than I CFM/sq ft L ---A SECTION A -A 01B 1. Wall Assembly -,The 1,7,3, or 4 hr sum wallboardl stud wall,assembly shall be constructed of the materials and in the manner describ4d in theAn'dividual U3DO. or U460 Series'Wall or Parti- tion Designs in the,UL Fire Resistance Directory and shall include the follow, . Ing Construction features: . A. Studs- Wall framing may consist of either wood studs (max 2 h fireratedassemblies) orLSteel -channels studs. Wood studs to con:sist of nom 2 by 4 in. lumber spaced 16 in. OC with. nom 2:by 4 in. lumber end plates and cross braces. Steel st6dslto be min 3518 in. wide by 1-318 in. -deep channels spaced n=24 in. OC. B. Gypsum Board Nom, 1/2 or 5./B in' -thick, Oft Wide with square or tapered edges. The gypsurn wallboard type, thickness, number oflayers. fastener, -n?e and sheet orientation shall be as specified in the indMduVlJ'.1ZQ or U.400 Series Design in the UL Fre Resistance Directory.'Maxdiarn of opening is 13-1/2 in. 2- Pipe or Conduit- Nom (2 in. diam (or smaller) Scheclule ID (or heavier) steel pipe, nom'12 in. diam (or smaller) service weight (or heavier) r) cast iron soil pipe, nom 12 in. diam (or smaller) Class 50 or heavi6r) ductile iron pressure iplpe,.nom 6 in. diam'(dr smaller) steel conduit, nom 4 in maller) steel electrical metallic tubing, nom 6 in. diam (or smatter) Type L or (or heavier) copper tubing or nom f in. cliarn (or smaller) ffaxible steel�ccrnduft When copper pipe is usel Cnax F Rati 'of. fi 0m, ern 3)6� 2 h. Steel j Con con urts.larger M norn m onto e usecl MgTes or - strutted �using steel �channels studs. -A max oriepipe orconduit is permitted in The s firestop . ystem. 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 ill annular space between,lplpe or conduit and gypsum wallboard and,with-,a min 114,1n. diam bead of caulk applied to perim- eter orfjtlpe q . r conduit dult at its "s from the-Asll. Caulk installed sym- metrically il ass on both sides of wal assemb!)K. The hourly F Rating of the firestop system is dependent Upon the hourly'fire rating of the wall asserriblyin which it is installed, as shown in the folloWing table. The hour/ Th*11aJ1,nj of the %" r e Wn ls� Tgndept U D& the e or size � t apip orCon uttan e our _ rating p e wJ,Mem- bly in which ft, Is installed, as tabulated below. Ma,t paces Anular or gP�&4119 Rating Diam In. I Hr. Hr. I Oto 3116 1 or2 0+, 1 or2 1 114 to 1/2 3 or 4 3 or 4, 4 Oto 1-1/2 1 or2 0 i5 114 to 112 3 oro 0 12 3116,to 318 1 or2 0 +When copper pipe ls.used, T Rating is 0 In MINNESOTA MINING & MFG CO -CP 25WB+ *Bearirig thell.11. Classification Mark MEDICINE CABINET I. L 61F KNEE CLEARANCE .00! RY DETAIL: HIC LAVATO NO EQUIIIP,. IN SHADED AREA".l PLAN OPT -I: HC TOILET RM, & KNEE EE 'CLEARANCE HC WATEk/ ElKNKING FO 11Oil, DETAILS: ADA HC DETAILS (TYPICAL): 112" , .System No. W -L-30 IS (formerly -system No. 329) F Ratings - I and 4 Hr (See Items 3) -T- Ratings - 0,3/4 and 2 Fir. (See Item L Rating At Ambient - less than I CFM1sq ft. (S4e, Item 3) L Rating At 400 P - less thaft I :CFM/sq ft (Seeltem-3) A SECTION XA I. Wail , As - sembly-7heilor2-hr-rtre-rated,gypsum-walI rd/ stud wall assembly shall ibe constructed of the materials and -In the manner�descriSed 'in the individual 0300 or U400 Series Wall or Parti- tion Designs in the UL Fire Resistance Directory and shall incl"e 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.,Iumber.spaced 16,in.'OC with ndrn 2 by 4 InJumbar, end plates and cross bMces.Steel studs to be min 3-518 in. wide by 1-3/B in. deep channels spaced max 24 in. ,OC. B. Gypsum Board * - Nom I a or 5/8 in thick, 4ft. wide with square or tapered edges. The gypsumwallboard type, number of layers, and orientation shall be as specified in the individual Wall and Partition Design.'Max diam of openings cut in gypsum wal lboardis 2 in. C-'Fftsteners - When wood stud framing is employed, •gypsum wallboard attacbed to studs with cement coated nails as specified in the indWidual Wall or Partition Design. When steel chani-tel stud :framing is -employed, gypsum wallboard attached torstbds with Type S self-drItling, self tapping b'v Ve-head steel screws as rcifi,l in the individual Wall,or Partition Design. tam of circular through,opering cut through gypsum wallboard on each side of the wall assembly to be min 11411n. to max 1 1116 in. larger than diam of through peneitrating product (Item 2) installed in through opehing.,Side edge of circular opening to be min 3 in. from nearest stud in wall cavity 2. Through penetrating Product' - Mwc 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 tolbe installed near center of circular opening in supported wallboard. Through penetrating productto be r' id sup oon both sides of wall assembly. When installed In I -,hr fire rated wall assembly, T Rating is 0 hr. When installed in 2 hr fire rated wall assembly, T Rating,is 314 hr. When �No. 2 AWG cable -lis used and 2 hr when rryiax 12 AWG cable is AFC CABLE SYSTEMS INC 3.,1,11, Void or Cavity Material* - Caulk - caulk fill material forced into annular space around entire circumference of through penetrating .Product to completely fill opening in gyrnsum waflborad on each side blithe wall assernb� i isrequired for f. Amin SIB in. thickness *of caulk isiTeq ' the 1: hr F Rating. Amin 1-1/4 in. thickness of caulk is required for the 2 hr F Rating. MINNESOTA MINING ,& MFG CO - CP 25WB+ *Bearing the UL,Ciassificadon Mark UNTAIN 4B" MIN. F — — I, ........... 24" MAX. CLEAR FLOOR SPACE T9X8"XIG'CMU WALL TTP. STANLEY P. HOELLE IIGFI 1'519'25 GA. MTL STUDS @ MO.C. TYP. ARCH ITE.Q:T RACKli INSULATION R-4.1 TY?. 3IT'SUM BOARD TYP. 1114 WISTLE70E DAYTDI(A BEACH FLORIDA DR. 3VIT 366 -2m --r, so Uj Z cc: �z LLJ V1 .z 0- 0 Uj LU < z 0 LU 0 z z 0_j 0 73 LLJ L"I .-j U 0 CL 0 �-- a 0 X Z L9 LU -Z LEI UJ 0_Z Z — Z ul 0 LLJ F- o > CL E ca 0 C10 0 LU C) �C:: .LLI > LU v 0 od n -u. cn LLJ — 0 V) p LU C14 LL, Z V), 'a < LjU LU -0 0 Lu, 0 F- < .0 t z 0 F- Z ON < U z co 0U3 LU C41 -j — LU CL 0 0 1,- 0 L) K=� Ln - 0 LU CL Q;Lj --4' Q ,< 3� 0 < U- F- Z CIE 0 !CQ LLJ L) ca i.- =) < 0 0 a tu z Ce L) — LU V, �-5 u - Lu z C'�,o 0, ­fe 3 u - tri cr Co on 0 U LU -1 U- ILU L) LjL1 LU Tz 2 0 !Lu X 924 0 0 in K Lu IT LU 5 o z LLI LLI -i LL _j O'Z -i _j < + Z U LL Z 0 ED cNn Uj ce- LLI < < EL F — — I, ........... 24" MAX. CLEAR FLOOR SPACE T9X8"XIG'CMU WALL TTP. IIGFI 1'519'25 GA. MTL STUDS @ MO.C. TYP. RACKli INSULATION R-4.1 TY?. 3IT'SUM BOARD TYP. EXTER[OR WALL DETAIL SCALE: N.T.S. 7y- I't ELEVATION: HC. TOILET RM. C:> zzz C-4 C> IF =Wz— Cod C> C> -7— C QQ1 O ir-nj �l c> F— L At 10 K,` 61 01,".STANLEY P. HCEL COITECT. ml S 3z DRAWN SY* S;T1--K-"- SHEET# CHECKED �BY. S.P.H. SCALE: A-3 AS NOTED DATE: 05- 11720 18 (4) E (4) HIGH HEADER D1Metal framing detai(s.dgn May. 13, 2018 01:12:15 1. TRfMMER STUD} TO FIT. WITHIN VERTICAL TRACK WITH #10 SCREWS AT 32" O+C. MAX EACH SIDE 2 ONE FULL HEIGHT STUD MINIMUM FOR OPENINGSGREATER THAN'4'-O" 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-x#1'0 ', SCREWS AT 24rr O,C. TOP ANDBOTTOM - SEE TYPICAL HEADER DETAIJL t 0 t5) 5. CRIPPLE WALL CONSTRUCTION TO t MATCH ADJACENT WALLS 4 6. CONTINUOUS TOP TRACK t I t t (2) 7. #10 SCREWS AT 2" D.C. - TRACK TO HEADER EACH SIDE 8. CLIP STUD ATTACHMENT USING WOOD OPTION 3" LONG STUD OR 2 X 2 X 20, GA. X 3" LONG ANGLE - 2 #.10 SCREWS "TO STUD AND TRACK '` 9. 1-#10 SCREWS AT 12" D.C. TYPICAL (3) (2) (7) {r" Fill (1) PLAN - JAMB (7) (2) OTE: HEADER MAY BE CONSTRUCTED HIGH LOW HEADER - TO OCCUR AT OPENINGS OR LOW - LOW HEADER. REQUIRED LARGER THAN10 -O" WIDTH AT OPENING 14' OR LARGER TYPICAL HEADER CONSTRUCTION - SCALE: N.T.S. f1 (21 1. 2 X WOOD TOP PLATE -_2 X 4 OVER 3 1t2" AND; 47 STUDS OR 2 X 6 OVER 6rr STUDS - TRACK TO WOOD ; PLATE WITH #1'0 SCREW AT 24" Q.C. (3) - SPLICE OVER STUDS t t 2. CONTINUOUS, TOP PLATE 25 GA {1} ! t STUD AND TRACK WITH 3##10 SCREW (3) AT 16" O.C. AS SHOWN ( t - MATCH WALL STUD WIDTH k 3. CONTINIUOUS TOP TRACK (4) ( t - SPLICE PER TYPICAL DETAILS. ( I 4. STEEL STUB WALL t I ( t (4) i (4) I NOTES_ 1. TOP PLATE CONSTRUCTION AS (} ! i SHOWN REQUIRED ONLY WHERE t ( TRUSSES OR JOIST DO NOT ALIGN t OVER STUDS AT BEARING WALLS ' !t 2. TDP PLATE CONSTRUCTION MAY 0 1 NOT NECESSARILY BE SHOWN ON OTHER DETAIL"S BUT SHALL BE USED AT ALL BEARING WALL WHERE TRUSS OR JOIST DOES STEEL OPTION NOT ALIGN OVER STUDS. (6) 1. CRIPPLE WALL C04STRUCTION TO, MATCH ADJACENT MALLS 2. STEEL HEADER PER PLAN 3. CONTINUOUS TRACK 4. 2 - #10 SCREWS AT 24" 0.C: 5. 1-#10 SCREW AT 12" O.C. (3) 6. STIFFENER AT BEARING STIFFENER OF STUD OR TRACK, SAME SIZE AND GUAGE AS HEADER, Er1-18gd MAX TRIM STIFFENER FLUSH%WITH HEADER FLANGE 2-#1'10 SCREW TOP AND BOTTOM AND.6' MAX D.C. HEADER WEB TO STIFFENER. IONAL TOP PLATE AT NON STACKED BEARING TYPICAL HEADER AND BEAD CONSTRUCTION. SCALE: N.T.S. SCALE: N.T.S. I. CONTINIUOUS 25 GA TOP TRACK UNLESS NOTED.OTHERWISE I. SPLICE TRACK BETWEEN STUDS ONLY HEADERS, BEAM USE SIMILAR CONSTRUCTION WHERE _ SPLICE PER TYPICAL DETAIL IF NO LOAD IS STACKED BETWEEN STUDS (4) (6l NOTE' 2. TOTAL NUMBER OF SCREWS AT EACH 2. STEEL STUD SIDE OF SPLICE - SEE TABLE BELOW 3. CONTINIUOUS 25 GA BOTTOM TRACK (4) 3. STEEL STUD (i) - SPLICE PER TYPICAL TOP TRACK DETAIL ALONG LENGTH OF BRACED 4. CONTINUOUS TOP TRACK WALLS OTHERWISE SPLICE PER - 25 GA MIN UNLESS NOTED OTHERWISE GENERAL NOTES 5. SINGLE 2" X 1;6 GAUGE STRAP AT TOP 4. #8 SCREW MIN EACH SIDE OF TRACK OR STRAP TO EACH FLANGE. - STUDS TO SEAT FIRMLY INTO TRACK AT ALL LOAD BEARING CONDITIONS 6. STEEL STUD BLOCK TRIM FLANGE AT OPT 2X 5. HORIZONTAL BRIDGING AS REQUIRED t2i PER GENERAL NOTES 7. MINIMUM LENGTH OF SPLICE STRAP (4) SUCH THAT SCREWS ARE 3/4" MIN (5) 6. OPTIONAL WOOD OR STEEL TOP PLATE SPACING AND EDGE DISTANCE IN 2 TO BE USED ON BEARING WALLS WHERE ROWS OF SCREWS TRUSSES DOCAL NOTDETAIALIGN OVER STUDS OPTION1 OPTION2 (7) OPTION 3. C TYP. TOP TRACK SPLICE K (4) (4) LENGTH OF WALL SCREWS EACH (BETWEEN CORNERS. SIDE OF SPLI OVER 30' 10 #6 OVER 201 6 #6 OVER 10' 4 #6 LESS THAN 10` 2 #6 NOTES : TOP TRACK MAY ALTERNATELY BE SPLI,C.ED OVER HIGH HE D.E'R Sill[EADER UN55R' TRACK! WITHOUT STR`AFl - 5CRE EACH SIDE OF SPLICE PER TABLE RIO R OR BRACED WALL 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 +T" - --- +7-T" ATTACHMENT` - SEE TYPICAL HEADER t DETAIL t 4. CONTINUOUS TOP TRACK 5. ADDITIONAL KING STUD WHERE SPECIFICALLY NOTED ON PLANS OR AS REQUIRED FOR BRACED WALL. t 6. ALTERNATE CLIP STUD ATTACHMENT- SEE TYPICAL HEADER 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" 0:. C. N 0_1 Q .SEE GSN FOR MINIMUM PROPERTIES OF STEEL SECTIONS. :DTYPICALWALL CONSTRUCTION SCALE: N.T,S. (6) (6) (2l 1. TRIMMER STUD UNDER HEADER (2) (4) - MATCH ADJACENT WALLS 2. VERTICAL TRACK FULL HEIGHT 7 , ci� 3. ADDITIONAL KING STUD 4. 6" LONG TRACK TIE AT STUD 1 ! MIDHEIGHT WITH 2 - #10 SCREWS AT EACH SIDE (3) 5. VERTICAL STUD FULL HEIGHT 2 STUD AT:HEADER 3 OR MORE, STUDS AT OPENING G. #10 SCREW AT 32" D.C. (6} (6) (4) c5l ! ! t ( r It '-(5) 2 STUD POST 3 STUD POST OPEN - 4 -0 MAX NOTE: DETAIL TO BE USED ON NON BEARING WALLS ONLY WHERE NO HEADER IS SPECIFICALLY NOTED ON PLANS TYR SMALL OPENING IN NON -LOAD BEARING WALL � PLAN TYP, BUILT-UP STUD AT POST C ' SCALE: N.T.S. STANLEY"P. HOELLE A R C H I T E ,_Q T 1114 MISTLETOE DR. DAYTOR4 BEACH FLORIDA 32117 386-215-TISO w Z `c vi O N rn Z 0 cc Zv O Lu Lu0E-Q Lu QN�OZ w -Q �©0 Ua 3"U QF: Zc7 oZ >-<,�?�?o Sao=° 3D > -j - CL �m pU 0 OLu L > Lu�Q u. ►^ 7 LL,. w a'.Q OLnpbaE � Z t,QLLLIig0 0Q o::u= U �o w ¢~o Z Z- oa m 1�u z L ")o 0 UNE - u O� Z �ri%OZ)<t O au Z Lu Um < O u - - � E`�Q Nim O Q Y -i LLL �, 0 0 U Lu UC7F-3� E_--~ a �Ll-� v=i .3Uwu.0 + Z cn Lu w - Z '" Qk t't' oC O :�M Z O } tzz O O clz Cie • O U ■ffI z O EZ i, STANLEY P. HOELLF,' � "� �: -ARCH I TECs . #90 IIB ti-ii?;i?i 4.-!iSTLET_DEypp���,�� 4+'TA T� BEAEH•,: F �2. N.T.S. DR .AVVil cB- SHEET # CHECKED BY: S.P.H., SCALE: AS NOTED A-4 DATE -DS -11-2019 IL t tXiM11NG fJ(ISTING EX(S11NGPPHAASSE SSE D (ISTING. 17 SERVICE METERS SERVICE SERVICEI 1 SERVICE METERS HOUSE METER 150 AMP \AHU 11 E f54A?IP PANEL EL E@ ANPAfCEIt�TD6CCWNfCT 1 ! EXISTING 115 RI,6 j 3-PHASEi I 3• € r I I I i I I i i I I --------------------- I t , I I II t i I I ' I ' fly I j I r K Xk 15 j -------------------- ------- I 1 ' t f I ' I 1 I ' t I I I j €ABM P1,9115 a, 1 I I 1 ' , € r � I i I I t t , k I t I i ABOVE P I, I I [ I I ' WINDO 115 t � LAJ ---------------------------------------- I ;--- I - --------------------------------- - z` -- t - j �LEZ � . I I o t I I s ' �ADA I f 115 X K <I ' I I t Plib�- Q I ' 1 I I t j GFCI I € , r �•'�J fl ;'P•1,26 ��1 I lis P•1,2� 1ADA, I [ 1, 24 I I -------- -------- ------------ ---------i-- -- k--------- -- --- ----- r-- ---'----------------------------------------- - 1 P•1,22 i <� •128 � � -- -- - Is ; I GFCI sP�1,25 I f I P•I, 23 GIC . Fo I A\ EN T KI f I 'I I t I II I If i - — - — - — - — - — - — - — - — - — - — - — - — - —115 - — - — - — - — - — I ----- -IES I t € I I I I .ACAD1PmVer.dgn May. 13; 2018 01:35:12 t P•I, f5 I I t I , ------------------- ------ ------------ ILL ---------- - ' f I -------------- I I -----------------�_�----/_--- PANEL SI-IEIDULES BY L.ICEN-qIEn R=1 I=C'-r;zir-iAra EXISi"ING ELECTRICAL PANEL. 32 BREAKER PANEL I VOLTAGE 150 AMP 208V PHASE3 2MI120VOLTS 4 WIRE CiR. N0, EQUIP. D R POLE TRIP 12,000 VA -10,000 VA= 2,000 VA @ 50% TRIP L IW DW EQUIP CR N6, I D ERIORSIGNI-BOX 111 #12 O 20 20 1 #12 111211 WAREHOUSERECEFT. I 2 t 3 OFFICE RECEPT. IT #12 20 LQu a 20 V � Z o�� #12 IR" SPARE 4 5 OFFICE RECEPT. 1!, #12 20 Co 45fl#6rAFN #12 UI #I -5 TON 6 7 OFFICE RECEPT. IT 1#12 20 o 35 0¢r' LLFu #6 I" AIC #1-5 TON 8- 9 SHOW ROOM RECEPT. IT #12 20 ZL—LI Q Co 45 Z3.t Zw I 1" SPARE 10 I f ABOVEWINDOW RECEPT. IT #12 dO Q 20 Q Z 35 #6 1" SPARE I 12 13 SPARE IT #12 I Lj 20 1211 112" A1C SERVICE WPGFI 14 15 BREAK RM. GFCI REC. 1 112" #12 11 120 H2O 1 #12 1T INSTA HEAT UNDER COUNTER W.H. 16 17 BREAK RM. GFCI REF: IT #12 120 1 — PIIII ^ I'' 1#12 20 IT #12 20 ^ ^ € — — -^ - —.^ ^ ^ ^ ^ i ^ I—" ^ ^ ^ 20 SPARE 1 18 IR" 19 SPARE _ 19 OFFICE LIGHTS IT #12 SPARE 20 24 '11 3. AS ^ 20 I #12 112" OFFICE RECEPT. 22 20 23 INSTA HEAT UNDER W.H.24 ^ 20 SHF W-* LIGHTS #i2 I12" SERVER RECEPT.COUNTER SPARE 25 RESTROOM RECEPT. 20 #12 I!7" RESTROOM RECEPT. 2b 27 SPARE ^ 20 1 11#12 [12" COUMERTTUNDER 28 29 SPARE ^ 27 WAREHOUSE LIGHTS If1" #f2 SPARE 30 3 f SPARE ^ SPARE 28 I SPARE 32 € PANEL SHEDULES BY L10E"SEID FI FC-_TIZI(­IAf I I=XISTII, ELE'lf-'RICAL PANEL 32 BREAKER PANEL 2 VOLTAGE 150 AMP 208V PHASE 2081120 VOLTS 4 WIRE CIR N0. EQUIP. DI 'vvlR PO TRIP 12,000 VA -10,000 VA= 2,000 VA @ 50% TRIP SUBTOTAL R aIA EQUIP, CIR. NO. I CEILING FAN #1 112" #12; O 20 20 OUTSIDE SIGN CIRCUIT #12 117 OFFICE LIGHTS 2 3 CEILING FAN #2 1!2" #12 120 LQu a 20 V � Z o�� #12 IR" WAREHOUSE LIGHTS 4 5 CEILING FAN 93 112" #1220 Co 20 #12 UI OFFICE LIGHTS 6 7 CEILING FAN #4 1;2" #1!Ll 20 o 20 0¢r' LLFu #12 IT f BREAKAM LIGHTS 8 9 CEILING FAN 45 IT 912 20 ZL—LI Q Co 45 Z3.t Zw #6 1" AHU #2 •S TON 10 II CEILING FAN #6 112" #li dO Q 20 Q Z 35 #6 1" AIC #2-5 TON 12 13 OFFICE LIGHTS IT #12 20 20 #12 IT IT SERVER LIGHTS 14 15 SPARE 20 1 #12 IT REST -ROOM LIGHTS 16 II SPARE� € — — -^ - —.^ ^ ^ ^ ^ i ^ I—" ^ ^ ^ 20 #12 IR" REST -ROOM LIGHTS 18 19 OFFICE LIGHTS IT #12 20 24 #12 I'1 SHOW -RM LIGHTS 20 21 HALLWAY LIGHTS IT #12 20 20 #12 112" SHF W-* LIGHTS 22 23 SPARE SPARE 24 25 SPARE SPARE 26 6 27 WAREHOUSE LIGHTS If1" #f2 20 SPARE 28 29 SPARE € 1 SPARE 30 32 31 SPARE SPARE 5 -ell joy NOW CONTINUOUS LOAD HOELLE E C T 386-215-9750 RECEPTICLES Lu z RECEPTICLES @ 240 VA 12,000 VA 10,400 VA @, 100% 10,000 VA 12,000 VA -10,000 VA= 2,000 VA @ 50% 1,000 VA SUBTOTAL 11,000, VA CONTINUOUS LOAD GENERAL LIGHTING 3,300 FT2 @ 3VA PER FT2 9,900 VA SHOW WINDOW LIGHTING LOAD O 20FT @ 200 VA PER FT2 4,000 VA OUTSIDE SIGN CIRCUIT VA WATER HEATER .1,200 5,000 VA 20,100 VA MOTOR LOADS (2) A/C UNIT 1 X 45 AMPS X 208 V X 1.732 32,423 VA LARGEST MOTOR, ADDITIONAL 25% 3,000 VA 35,423 VA NET CALCULATED LOAD 66,523 VA MINIMUM SERVICE SIZE = 66,523 / 208 V ( 1.732) = 184.6 AMPS NEXT SIZE = 200 AMPS 50 AMPS EA. PROVIDED ELECTRICAL LOAD ELEC. POWER LEGEND Q NETVORKIDATA OUTLET PHONE LINE 1&2 OUTLET FH CABLE TV (CATV OUTLET TV k I IS VOLTI 20 AMP DUPLEX RECEPTICLE 115 VOLTI 20 AMP GROUND FAULT INTER, DUPLEX REC. I IS VOLT/ 20 AMP QUAD RECEPTICLE t 220 AMP AJC ELECT DISCONNECT 01ow W R P R-3/16" ffI<Il� AS WOKN E,C, 2014 Eur,", SCALE, � STANLEY P. A R C HJ T 1114 WISTLETOE DR. DAYTONA BEACH FLORIDA 32T17 HOELLE E C T 386-215-9750 Lu z V 0 V wru Z O Q N � �Zp_jO 1o2Q o �v <p>< Z0 LQu a V � Z o�� Co ^ u-iu o� a E R Q �Z o 0¢r' LLFu } V 1-OZ,Z�� — U m ZL—LI Q Co Z3.t Zw O ce c%> dO Q O Q Z ct'tWU20 Q CIUZ Lu '`aQ QQ Q 0 Z Z � L3, O j �0 �R O Z �i L-2 � COQ V ZVccwLL- LuOv��Lu Lu�O�Oc,-0.W 0��1---Q Q +QV 1__J 0 Z J u- ZZ c QwQ a s 0 _Lu Q v OCLI C3 C CD -'- c� O ZZ _ Z O ac Z O r� _ O , Q � z C7 O _V .�� D 2�i ; `s;;.!' y ARCIVITECT'S SEAA<' ' DRAWN BY: S.P.H. SHEET # CHECKED BY S.P.H. SCALE: AS NOTED E" DATE: DS=11-20 f 8 XISTING EXISTING \CADNLights.dgn May. 13, 2013 .01:37:11 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 WAL 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 518" TYPE X GYP.BD. BACKING BEHIND EA.) LIGHTING/MECH. SYMB. a MECH. SUPPLYIDIFFUSER(24!lx2*) (9 SDSMOKE DETECTION Ex IXIT SIGNS WIBATT. BACKUP COMBO CHLORIDE EMERGENCY LIGHTING W/ BATT. BACKUP ONE-WAY SWITCH THREEMAY SWITCH MECH. RETURN. (24" x 2411) MECH. RETURN (24" x 12') MECH. SUPPLY (241' x 1211 ) A (STA) 12'X,48" (HIGH 'BAY STR LIGHT) SUSPENDED FIXTURE ELLED 24" X24" LED TAMLITE OR EQUAL CEILING LAY -IN FIXTURE J) EXHAUST FAN FAN 75 WATT TRACK LIGHT WALL MOUNTED LIGHT -�- CEILING MOUNTED LIGHT 48" Fluorescent Fixture CEILING MOUNTED POWER PACK FOR LIGHTING O,C, WAIL MOUNT -OCCUPANCY -SENSOR DUAL TECH DUAL SWITCHING FOR LIGHTING AND CONTROLLED RECEPTACLE CIRCUIT CEILING MOUNTED CEILING MOUNT OCCUPANCY SENSOR O.C. E..LECTRICAL LIHTI.GNG PLA- N: WITH REFLECTED CEILING PLAN SCALE*,' 31 16" ALL ELECTRICAL WORK AS PER N.E.C. 2014 ED. STANLEY P. HOELLE A R C H I T E C T .1114 MISTLETOE DR.: DATTONA BEACH FLORIDA 32117 386 -285 -MD LLf Z� N of z Z U = a. 0 0 z'�~ Z oZ0-10r) }° z_°Z°oz z �Zo Lu 0Lu co0oUO3i >°p�� LL Lut1 W LLd CL a c0Cn �Lnz o2uI 0 } O oZx,Q�Zo u -32<Z Cry w �., LLI �, o 0 p��O�yCpU 054 0 a LLj �vm a�c�- 5 U- W 6 Q��w�o° u LLJLn oz�LLzz uj ¢�� ¢¢o ACL 0 Q C) O I cod w O El C> z c,� :a. >< O Cie0 �V V; o i i '33 IFTECT. 033E s'sis! DRAWN BY. S.P-W—L r SkiEET # CH5CKED BY: S.P.H; SCALE:.AS NOTED E"2 DATE: 05-11-2018 200 CFM TN- U ^ M 0 N au CL W (2) 5 -TON A/C SYSTEM FRESH AIR CALCULATION: 3,300 S.F. X 0.06 CFM = 198 CFM 33 PERSONS X 5 CFM = 165 CFM TOTAL OUTSIDE AIR = 363 CFM SUPPLY AIR CFM = 4,000 CFM EXHAUST AIR CFM = 200 CFM SUPPLY AIR CFM = 3,637 CFM BALANCE AIR CFM = 163 CFM 363 CFM O.A. 63 CFM / (2) A/C UNITS = 181.5 CFM EA. O.A. EA. UNIT 2AIR BAL CE SC MATIC; ,T.S. r er ME G' 8v m 0 .ACADAHVAC.dgn May. 13, 2018 13:40:12 FMA 0 IN LOA Lou M I IW2 V.T.R.. Volume damper to be _ H I I [7i OTE: NO A -1C 'IN OPEN WAREmOUSE AREA UDDER THIS P RMIT FUTURE (HVAC PERMIT SHALL BE OBTAIN BY OTHERS If WAREHOUSE AREA WERE TO REQUIRE AJC II t I = I I -r: +ca I SII D I 1 R II I I II I 1 FANS V.T.R.. I I; 1" Tu -� i M I�'I1110M 6" FRESH AIR FROM OUTSIDE � I s 1 9rr i � 911 I " 1 3YJ�M �I20x16 DRAIN CONN. (X") CROSS FP.T MINIMUM PLEANOUT DRAIN PAN PLUG 2" MIN. J PITCH ^" SO VAL E 1� GREATER THAN TSP. CONDENSATE TRAPNor TO EE SECURE TD STRUCTURE WITH . ABOVE � SUPPORT DUCT TO STRUCTURE WITH JOINTS SATSHEET METAL SCREY WITH SCOOP AND igsralled on he'Fresta , /air duct in io regulate volume;offreshair entering building, CLOSURE 'VOLUME DAMPED STUDWALLW; 1-1 /2 " THICK EXHAUST EQUIPMENT MANUFACTURER_ BROAN METAL STRAP DUCT SHEET METAL SCREWES.OR POWDER 5' �0" ON CENTER ACTUATED FASTNER FOR INSTALLATION IN .•,. ...tel.. AIR FPW . SMOKE DET'EC OR HORIZONTAL SUPPORTS SHALL'BE MEIN MODEL NUMBER '088 CFM/STATIC PRESSURE 50/.1 FOR2000 CFM & OVER INSULATE SPIN -IN :WITH 16 111 1 .1 /2" THICK INS1 LAI0N ZSUPPLY NON METALLIC ' Il THAN 29 AIR DUCT DAMPER OPERATOR ACCESSIBLE CONSTRUCTION STEEL LEX DUCT CLAMP INSULATE AND SEAL ALL DIFFUSER SURFACES EXPOSED •ABOVE'CEILING EXTEND 2" DICT TAKEOFF DETAIL VOLTAGE / PHASE 115%1 NOT 'TO SCALE FILTER20 RNISHED MING (2' 1 •5 "-2" ANGLE FOAM BLOCKS WATTAGE/AMPS 57/.5 SUPPORT RETURN DUCT(DOWNFLOW) FLOAT SWITCH MAX. BREAKER AMPS N/A CAI' FOR HOSE ' I TYPICAL CURB N/A SUSPENDED HAD URUNIT W & FANCOIL DETAIL* INLIN;E DUCT ADAPTED N/A WITH CLEARANCE PER MFR. KCS. STANLEY P. HCIELLE A R C H T T t C T E F '1-2 LLI z a: - vi 0 N cn zx 1 11 oZV)_jp o �v _jQCL�V Qr=xzu 0 0z Q _STUDS AT 16" CIC W13W CD•X PLYWD. Q9 _. SMOKE DETECTOR :,10P DECKAND'I/? PLYWOOD SIDES. 0 Ln a 0 z ! J i 1 " FACro'ki qJ N PAN W1 ROATSWITCH a umzz- co ui a 0 MANUEACTU>REREDWARDS or EQV. MODEL NUMBER 2435P 5TR4600 FPM '300455 TO SHUT OFF Llrti2'- WATER NOTE CONTRACTOR TO INSTALL AHU UNIT ACCORD[NG TO MANUF. H I I [7i OTE: NO A -1C 'IN OPEN WAREmOUSE AREA UDDER THIS P RMIT FUTURE (HVAC PERMIT SHALL BE OBTAIN BY OTHERS If WAREHOUSE AREA WERE TO REQUIRE AJC II t I = I I -r: +ca I SII D I 1 R II I I II I 1 FANS V.T.R.. I I; 1" Tu -� i M I�'I1110M 6" FRESH AIR FROM OUTSIDE � I s 1 9rr i � 911 I " 1 3YJ�M �I20x16 DRAIN CONN. (X") CROSS FP.T MINIMUM PLEANOUT DRAIN PAN PLUG 2" MIN. J PITCH ^" SO VAL E 1� GREATER THAN TSP. CONDENSATE TRAPNor TO EE L -STRUCTURAL JOIST OR CONCRETE SLAB SECURE TD STRUCTURE WITH . ABOVE MASTIC ALL SPIN -IN FITTING/.POWDER_ ACTUATED FASTNEI OR SUPPORT DUCT TO STRUCTURE WITH JOINTS SATSHEET METAL SCREY WITH SCOOP AND 1-1/2" WIDE 240A METAL STRAP. CLOSURE 'VOLUME DAMPED STUDWALLW; 1-1 /2 " THICK FASTNE:R FOR INSTALLATION IN CONCRTE. METAL STRAP DUCT SHEET METAL SCREWES.OR POWDER 5' �0" ON CENTER ACTUATED FASTNER FOR INSTALLATION IN .•,. ...tel.. AIR FPW STRUCTURAL STEEL ORJOIST. ALL SMOKE DET'EC OR HORIZONTAL SUPPORTS SHALL'BE MEIN LEX LE DUC 'ti1�v'� JJ FOR2000 CFM & OVER INSULATE SPIN -IN :WITH SD ---ATO MYlbuarp R -k WSULATION ABOVE CEILINGRROATSFORLESS 1 .1 /2" THICK INS1 LAI0N ZSUPPLY NON METALLIC WITH VAPOR BARRIER LEAVING THAN 29 AIR DUCT DAMPER OPERATOR ACCESSIBLE r LEX DUCT CLAMP INSULATE AND SEAL ALL DIFFUSER SURFACES EXPOSED •ABOVE'CEILING EXTEND 2" DICT TAKEOFF DETAIL X. ACCOUST� NOT 'TO SCALE FILTER20 RNISHED MING (2' L -STRUCTURAL JOIST OR CONCRETE SLAB GRILLS & REEGISTERS ABOVE HART & SUPPORT DUCT TO STRUCTURE WITH 3 518" TIP. MTL 1-1/2" WIDE 240A METAL STRAP. - - - _ _ _R� FRESH AIR INTAKE STUDWALLW; SIZE FASTNE:R FOR INSTALLATION IN CONCRTE. 8x4 DUCT SHEET METAL SCREWES.OR POWDER G;�ISS�TRUCTION ACTUATED FASTNER FOR INSTALLATION IN ALUM STRUCTURAL STEEL ORJOIST. ALL SMOKE DET'EC OR HORIZONTAL SUPPORTS SHALL'BE MEIN MS FOR2000 CFM & OVER SD ---ATO MYlbuarp R -k WSULATION ABOVE CEILINGRROATSFORLESS WHITE NON METALLIC TYPE THAN 29 SUPPLY r CFM EXTEND 2" D X. ACCOUST� UNIT TO STAND ON 4" FILTER20 RNISHED MING (2' 1 •5 "-2" ANGLE FOAM BLOCKS SIJF(�Y DUCr(IIPR.O* SUPPORT RETURN DUCT(DOWNFLOW) FLOAT SWITCH CAI' FOR HOSE CONNECTION' TYPICAL VERTICALAIR AT P UK S!�N SUSPENDED HAD URUNIT W & FANCOIL DETAIL* ORIENTAIHUNIT FOR SERVICE ABIUTY, WITH CLEARANCE PER MFR. KCS. STANLEY P. HCIELLE A R C H T T t C T 111-4, IAISTLETOE DR. . DAYTONA BEAM FLORIDA 32717 US -295-9750 LLI z a: - vi 0 N cn zx "^ PLENUM AT BASE OF UNIT CONSTRUCTED OF 2 X 4 WOOD oZV)_jp o �v _jQCL�V Qr=xzu 0 0z Q _STUDS AT 16" CIC W13W CD•X PLYWD. Q9 _. 0 w 1= z m..p 0 Li.+ :,10P DECKAND'I/? PLYWOOD SIDES. 0 Ln a 0 z ¢Lu00oa �c U ul u " FACro'ki qJ N PAN W1 ROATSWITCH a umzz- co ui a 0 o zo" °oma TO SHUT OFF Llrti2'- WATER REACHES CERTAIN dE i BLOCKING ASID TO U1 3: 0 � 0 N O "' LZ ¢LJisQu.Q.Q,O�.a�. SUPPORT UNIT • GHT EXTEND DUUCT BOARD 7OEXTHiiCDRDWRAIBJNORLiUTSpE THROMOUT PLENUM AIR HANDLER INSTALLATION DETAIL L -STRUCTURAL JOIST OR CONCRETE SLAB GRILLS & REEGISTERS ABOVE HART & SUPPORT DUCT TO STRUCTURE WITH eqv. 1-1/2" WIDE 240A METAL STRAP. A611 PROVIDE CONCRETE POWDER ACTUATED SIZE FASTNE:R FOR INSTALLATION IN CONCRTE. 8x4 DUCT SHEET METAL SCREWES.OR POWDER G;�ISS�TRUCTION ACTUATED FASTNER FOR INSTALLATION IN ALUM STRUCTURAL STEEL ORJOIST. ALL 6AMPER HORIZONTAL SUPPORTS SHALL'BE MEIN MS 5'-0" ON CENTER OR APPROVED BY SMIACNA STANDARDS. WHITE NON METALLIC TYPE DUCT SUPPORT DETAIL SUPPLY NOT TO SCALE (2) CONDENSING UNITS MANUFACTURER TRANE/AMERICAN STANDARD MODEL NUMBER 4TT84060E (S )EER ! HSPF,'COP TOT/SEN/LAT/MBTU 60/45/15 VOLTAGE / PHASE 208-240/1 MIN. BRANCH CTR. AMPS 35 MAX. BREAKER AMPS 50 CU NUMBER 1 �2) AIR HANDLING UNITS MANUFACTURER TRANE/AMERICAN STANDARD MODEL NUMBER 4TEE3F60 CFM / SPEED 2000 HEAT STP/KW/MBTU 10KW/34.1 VOLTAGE / PHASE 206-240/1 MIN. BRANCH CIR. AMPS 45 MAX. BREAKER AMPS 60 INLINE FLOAT SWITCH YES T -STAT ACCUSTAT w/L� IC�Et �l�JED IR/A) SENSOR AHU NUMBER WEIGHT 211 LB NOTE: TE: SUPPLY CFM'S SHALL BALANCERETURN CFM'S MECHANICAL: SYMB. FIRMEcR suPPLY1D1FrusER tz4z4") MECH. SUPPLY (12" x 8") EXHAUST'FAN FAN ---- SUPPLY MAIN DUCT LINE _,.,. SUPPLY REX DUCT LINE RETURN R.a DUCTUNE RETURN MAIN DUCT LINE J LSI I MLCH. RETURN (?4" x 14") FLEX DUCT SIZING SCHEDULE CFM RANGE GRILLS & REEGISTERS 040 HART & COOLEY or eqv. MODEL NUMBER HVS-R6 A611 RHF45-T SIZE 24x24 8x4 20x20 G;�ISS�TRUCTION STEEL ALUM ALUM 6AMPER NONE MS NODE i HITE WHITE WHITE TYPE SUPPLY SUPPLY RETURN EXTEND 2" D UNIT TO STAND ON 4" FILTER20 TE: SUPPLY CFM'S SHALL BALANCERETURN CFM'S MECHANICAL: SYMB. FIRMEcR suPPLY1D1FrusER tz4z4") MECH. SUPPLY (12" x 8") EXHAUST'FAN FAN ---- SUPPLY MAIN DUCT LINE _,.,. SUPPLY REX DUCT LINE RETURN R.a DUCTUNE RETURN MAIN DUCT LINE J LSI I MLCH. RETURN (?4" x 14") FLEX DUCT SIZING SCHEDULE CFM RANGE FLEX DUCT DIAMETER 040 4" DIAMETER 31-60 5" DIAMETER '61-100 6" DIAMETER 101-150 T' DIAMETER 151-200 8' DIAMETER 201-300 9" DIAMETER 301-490 IT DIAMETER 401-600 12" DIAMETER '601- 900 14' DIAMETER IMI 0 a a a o n u g 0 Q Qo ANCHOR CAPS THISD1iiTAILWLLINITHSTAN USEia SJMPSON:A2IANGLES 140 MPH UPUFrW'NDLOAD PER 9I1 E OF UNIT {8 TOTAL 1; 1CAD\Plumbing.dgn -May. 14, 2018 02:1