Loading...
HomeMy WebLinkAbout3440 St Johns Pkwy 1074 18-1986 (a) ElectricalCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100004 DATE: May 0,3, 2018 BUILDING APPLICATION ff: 18-10000425 1 BUILDING PERMIT NUMBER: 18-10000425 r UNIT ADDRESS: ST JOHNS PKWY 3440 UNITS 3&4 26-19-30-5AE-2900-0000 --3 _)o Cj --A TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: 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 / BLDG B UNITS 3&4 / 7500 SF / WAREHOUSE W/OFFICE --------------- ---------------- ---------------------------------- FEE BENEFIT RATE UNIT CALL UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERTALS CO -WIDE QED 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: SCT ROAD ARTERIALS C Warehousing* 1,545.00 .118 100ousft 182.31 .00 .118 1000gsft .00 .00 .00 .00 .00 .00 .00 358.00 118 1000gsft 42.24 - AMOUNT DUE 140.07 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUN'T'Y 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 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. I� THIS STATEMENT TS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE U� ..\CAD\Life 4, 201$ 11:01 a �CT NOTES: )ING REQUIRES AN APPROVED FIRE -PRQTECTIQN SPRINKLER M pSIG,NED BY A LICENSFp 4 CERTIEIEp $PR(NKLER ENGINEER &INSTALLED 61(A LICENCERICERTIFIED CONTRA( PROVISIONS FOR BARRIER FREE DORS) PUSH SIDE 7 1 V) 1$'' MINIMUM 24' PREFERRED I—, (n I< � 1 � I Q CL A) FRONT APPROACHES NOTE: x = 12 IN,IF,THE DOOR HAS BOTH A CLOSER AND „A LATCH. x C). PULL SIDE Q--=-- 54 MINIMI) cn ..gyp, x ,, V) PUSH SIDE T �( B) HINGE, SIDE APPROACHESNATE: y = q$ IN MIN. I,F DpOR HAS CHANGES; IN ,LEVELS, IN ACCESSIBLE ROUTES, NOTE', x,= 36 IN MINIMUM IF y = 60 IN BQTFI A LATCH ANA A COSER. X. = 42 IN MINIMUM IF y = 54_1N.Lu. II Q PULL SIDE 24" MINIMUM; Lu D (� PUSH 24'' MIN x SIRE .. z TN O., NOTE: y 54 IN MINIMU4 IF THE DOOR HAS A CLOSLR a- ccs LaTcl� s1pE A�'PI�aAGH ' S NOTE: y - 48 IN MINIMUM IF THE qQ R HAS S A CLO. SE ' , I,FGEN.Q. 4( PATH QF EXIT TRAVEL r TRAVEL DISTANCE ORIGIN EXIT DOOM- SINGLE DOOR 34° CLFARI (0,2)= t PER$ON FE FIRE EXTINGUISHER �j$OQND ALARM €MERG. LIGHTING @ FIRE ALftJ4 (PULL $TAT�ON) INTERIOR, FINISHES CIrA.SS E�ITS; B EXIT ACOE$$; C OTHER SPACES; C 1. ,S,S. FINISH LEVER, PREMIUM GRADE LEVE; R ACTION HA,RDYVARE TO BE USED OWNER. TO SELECT MANUEA(.TL)RE 2, PROVIDE DOOR GL,OSER @ AIL BATHROOMS, EXTERIOR DOORS) EGRESS DOOM 3 PANIIC HAPQWPARE IS REQUIRLD APPLICABL E, CODE5. LEVEL 2 ALTERATION I3QILDING: " FAQ 2017 EDITION. . 'LIJMBING; FPC 2Q 17 EDITION NOTE: FIRE -ALARM, DRAWING,' AND ;INSTALLATION, PERMITTING A,Q,A: FAC 2017 EDITION BY OTHERS PFE SAFETY: FFPC 2017 EDITION MECHANICAL: FMC 2017 EDITION GAS,:; FI3C 2017 EDITION ELECTRICAL,: NSC 2Q14 EDITION i T01W�OP 2.1 OCCL)PANCY GROUP AS PER TABI 03;2 IN "F C-201:7"EPT, 150 S.F. 130Q S.F. PER PERSON IN ACCESSORY S� I STORAGE AREA T I PERSQN 4,320 S,,E,1500 S,F. PER PERSON IN WAREHOUSE S- I STORAGE AREA PERSON + 5305Y. / 100 S.F. PER PERSON IN OFFICE AREA = 5 PERSON / EMPLOYE 5 IN COMMON BUSINESS AREA 5,000 S. TOTAL AREA MAX. DISTANC5 Or, TRAVEL TO EXIT T 250'. (ALLOWED) OCCUPANCY CAPACITY: .2 INCHES PER OCCUPANT X 1,5 #3 INCHES MIN. REQUIRED PROVIQEQ EGRESSr(4) 361i EGRESS DOORS 144" INC,HE A71 7—r SC AI~LQW L CC)NSTRUCTION TAREAE 9,500 S.F. JTA��E 54 TYPE 11-13 ONPROTECTED YEs,.rsp I N K LEREQ 4 �H,' SAFETY LEGEND NEW EXIT W/ILLUM, EXIT SIGN COMBO & PATH OF TRAVEL AREA CALCULATIONS; GRQSS TOTAL CROSS ,AREA 5,QOO SF NUMBER OF TENANTS: I. EX4STINC� EXONG EXIT QST 11'XII' R%L-Uf DQQR I 1150AMP EXISTING I I EEL I I I _I I I I I I I I I ( I I I I I I ------------- -- T 81 I �I � UNI , TS i2 &i3OREN WAEHOUSE $PACE 41320 GRO$SARS / � S -I STO(1,9,4GE WAREHOUSEAREA � \ 4,320 S.F, I SQO $,F• PER PERSON INWAREHOUSE AR€A - 97RRSQN' NEW IY HI al " I�t ;I A1 �CCE4 9 L.11 N 1,4FQB JILDIN QIV3�1rJ�J RC A PERMIT ISSUED SHALL BE CONS - TO "f0 BE A LICENSE "f0 PROC;t cD VVIT C ANC:EL�AL TEFi ORRK AND AS AUTHORITY TO VIOLATE, q�,ir�t: ANY OF'fHE PROVISIONS OF Tt IE "f ECt4NICAL CODES, t,IOR SHALL ISSUANCE OF A PERMIT PREVENT THE SUILDING OFFICIAL FROM THEREAFTER >1 REOUIRINC. A CORRECTIOPI OF ERRORS fN PLANS,LONSj,RuGTION OR VIOLATIONS OF -PHIS CODE qFKA 9" X 13' 0' EXISTING EXISTING '•4-'N S'�' W ND01 5^•4''W X�,�' WNDOW 13 -BUSINESS, -011`1 S KE,,"Y 530 S.F, / 10 S,F; PRE LIFE SAPETY,,E,GRES UNIT I , & #I3 S,QQO S1F. GRQSS ARIiA SMIE:1/1611 A I EMS oYE IN CO 689 U. GRQSS NC AREA AR A. I; I WICE •T [77- j KCL¢SJI EXIT Ff3>• ,/ � � \ l : \ 6 �DA \\ UNEF IS Y=_ --'o DED SPAC4 BREA 40K I 5' I I P;I� XS,,10 L o , /x 1,5 Pf RSQN5 HAX. OCCUPANCY SIGN RECEPTION r., 12 •S X 10 -0 I —> FXP7Qy 5'�4"'N X 5'-a'" wlNDow ppb EXISTING ENTRY A _ NOTI Tf,0SSVyARF(ING IG N IN INSTALLED IN AGGORD'�N 51l\ TE 633. 33 COQRDINAT US(NES IN$PEGTOR AOR EXACT L _ F ������ 6 M �x� !r,>�1�1■ LTJ L TANLEY R. HQELLEn ' R C H I T E C T 14 "'STL To DR. Q A PE11CH F�ORIpA 3211), 30§ 29b-97�Q z v� 0 ,V) v5 0 u) U � �L o Z w Lu �ZaQao 6 w oz "Zoe° u~� 02W 0 9;w � u- F- w�opq ���u O p O Z Q Y� W z Z o o C) V ONVR�Iw 0Z)a.oc z_ A V Q �C,� Z 2Z9 U LLQ L Q;°°dTi Lu Z�0UA�O z o 0 9 o CL.. IQ 2 M Q 1 t elfIllE0 • ���C,A I,EG : O�, isf To N$ SH(L BE' pltA SHEET, CE WITH FL E WITH„FIRE CHECKEO BY: S.F,H, OCATIQN. SCALE: AS. NOTED Ar,' D/�TE R�VI$Ep 0$-14, 018 r, PERMIT 9- LTUE-�JLC23Q rxuru\tu rLUkk V�AN: UNIT #t2 & # 13 - 5,;000-S.F.- GROSSARZA SCALE—., 114" = F --u", 680 S*J-41 GROSS- A./C AREA- Ij - _- . _ ,. K -L . - Cs- _ - , N�--__-G _ v .- _ _ - - _ - _ _ O 1ZK .r so� • :. ...- _ A Y (� p �/ yy {h, 4 fi (FOR- (� ADDRESS . 0 CT �_ ` 0 . �T� N�� R A.G.- "� V T ..4c., .� _J Q.V. � � _ROk i ALL-GENERAL - VERIFY-ALL:-DIMENSIONSJ& St:J6=COlVTRACTORS�TO`�FIEL'D ELECTRICAL,.WATER,.SEVYJ=RAND .GAS SERa/JCE_LOCAT.IONS. ALL WORK MUST COMPLY WITH THE 2017 EDITION (EXPOSURE "C") OF THE FLORIDA BUILDING CODE SECT. 140 MPH WIND LOAD AND-THE:FLS?RJDA ACCESSIBILLITY=-CODE-FOR,:BUILDING GONSTRtJCTION ALL-&WJNDOW OPENJN.GS_TOMEET�REXCEEDaDESt RE GN PRESSU OF +401-45 PSF FOR DOORS AND +40/-45 PSF FOR WINDOWS WIND IMPORTANCE FACTOR IS "t.0" AND THE BUILDING CATEGORY Is I I {ENCLOSED BUILDING) PRESSURE-COEFFICIENT.IS 0.18-_ o, �.X .y_ n r - _ -� m ,_► m �.:� .. I ��acc�oaa�ao ._ r� GENERAL CONTRACTOR. COX CONSTRUCTIOR AND- DEVELOPMENT CORR A -- 1 FIN. CLG. ADJ. MELAMINE SHELVES W/ RECESSED K d V ° STDS. 8 CLIPS CAB. INTERIOR FINISH ° TO BE MELAMINE (TYPICAL) FULL HT. SPLASH PL. LAM, FINISH PL. LAM. COUNTER N ADJ. MELAMINE SHELVES W/ RECESSED K K V STDS. & CLIPS CAB. INTERIOR FINISH ° TO BE MELAMINE (TYPICAL) -� FIN. FLOOR 1 I yp e Cob I e S e c I on S C7 SCALE: N. T. S. FIN. CLG. _ OFFICE Z CAB. INTERIOR FINISH NON -A1C - 0 TO BE MELAMINE ° (TYPICAL) LU ADJ. MELAMINE SHELF q ° W/ RECESSED K d V STDS- d CLIPS o MICROWAVE SHELF CO -ORD, WITH MFR. � TRIM KIT FULL HT. SPLASH PL. LAM. FINISH 3 518" 25 G.A. MTL. STUDS @ 24" O.C. PARTIT 2, 1„ PL. LAM, COUNTER ADJ. MELAMINE SHELVES W/ RECESSED K A V STDS. & CLIPS CAB. INTERIOR FINISH TO BE MELAMINE (TYPICAL) Q HIIN. FEOOBR 2 Jection @ Microwave SCALE: N.T.S. LIGHT GAGE FRAMING NOTES EXIST MTL. ROOF 3 518" MTL. STABILIZING CHANNEL CO) 48" O.C. TYP: ALTERNATE --NEW MECH DUCT Z NE- TX E-•TX T LAYIN ACCOUST. CEILING J OFFICE O a- 0 1-- b 0 (1) LAYER 112" GYP. BD. REGULAR EA. SIDE -c-NEW MECH DUCT TX T LAYIN ACCOUST, CEILING EXIST NTL. ROOF 50 MTL. STABILIZING CHANNEL @ 48" O.C, TYP; ALTERNATE ------------------------------- - -- - -- - - - - - - EXIST 4" CONC. SLAB, /s (TYP. INT. PARTITION WALL) 112" = I'-0" I. FLOOR & CEILING RUNNERS: CHANNEL SHAPED RUNNERS, 3 5/8" WIDE (MIN.) 1-114" LEGS, FORMED FROM MIN, NO 25 MSG GALV. STEEL, ATTACHED TO FLOOR & CEILING W/FASTENERS SPACED 60" O.C. (MAX.) 2. STEEL STUDS: CHANNEL SHAPED, 3 518" WIDE (MIN.), 1-1/4" LEGS, 318" FOLD BACK RETURNS, FORMED W1 MIN. NO. 25 MSG GALV. STEEL SPACED AT 24" O.C, 3. GYPSUM BOARD: 112" THICK, 4' WIDE, ATTACHED TO STEEL STUDS & FLOOR & CEILING TRACK W/ 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 0' 0" - 12'-11" 25 G, R I I BATT INSULATION TYP, 20 G. 6'-011- 19'- 1111 a S C7 J _ OFFICE Z NON -A1C - 0 Z LU WAREHOUSE q o D � CT iV 3 518" 25 G.A. MTL. STUDS @ 24" O.C. PARTIT ON WALL (I) LAYER _ 112" GYP. BD. REGULAR <' EA. SIDE o 3 518" 25 G.A. MTL CHANNEL TYP. — ------------------------------- - -- - -- - - - - - - EXIST 4" CONC. SLAB, /s (TYP. INT. PARTITION WALL) 112" = I'-0" I. FLOOR & CEILING RUNNERS: CHANNEL SHAPED RUNNERS, 3 5/8" WIDE (MIN.) 1-114" LEGS, FORMED FROM MIN, NO 25 MSG GALV. STEEL, ATTACHED TO FLOOR & CEILING W/FASTENERS SPACED 60" O.C. (MAX.) 2. STEEL STUDS: CHANNEL SHAPED, 3 518" WIDE (MIN.), 1-1/4" LEGS, 318" FOLD BACK RETURNS, FORMED W1 MIN. NO. 25 MSG GALV. STEEL SPACED AT 24" O.C, 3. GYPSUM BOARD: 112" THICK, 4' WIDE, ATTACHED TO STEEL STUDS & FLOOR & CEILING TRACK W/ 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 0' 0" - 12'-11" 25 G, T-011- I S'- 11" 20 G. 6'-011- 19'- 1111 18 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 -FO 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 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 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 PERMITTED. 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 CONSTRUCTION QUESTIONS AND APPROVALS, CONTACT: COX CONSTRUCTION INC. EXISTING R-19 VINYL BATT INSULATION ON CEILING TYP. A -NEW MFCH DUCT ZONE— TX ONE TX T LAYIN ACCOUST. CEILING R -I I BATT INSULATION TYP. F— C7 uj A/C OFFICE-" AREA z lir U d- a 3 518" 20 GA. MTL. STUDS @ 24" O.C. PAKTIT ON WALL 3 518" 20 GA. MTL. CHANNEL TYP, -------------------------•----------------------- EXIST 4" CONC, SLAB, Q (TYP. INT. PARTITION WALL) 1/2" = I'-0" ELEVATION: HC TOILET RM. 6" MAX. 36" MIN. 42" lCl 15" MI -I: HC TOILET RM. DETAILS (TYPICAL): 112" = 1) -Of, 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 I __\ 7[ (1-- I �A U _T J "A SECTION A -A I. Wall Assembly - The 1,2,3, or 4 hr fire rated gl'psurn 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 h fire rated assemblies) or steel channels studs. Wood studs to consist of nom 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 rein 3-5/8 in. wide by 1-3/8 in. deep channels spaced max 24 in. OC. B. Gypsum Board * Nom 1/2 or 5/8 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 - Nom 12 in. diam (or smaller) Schedule IO (or i i heavier) steel pipe, nom 12 in. diam (or smaller-) service weight t (or )envie') cast iron soil pipe, front I2 in. (or smaller) Class 50 or heavier) ductile iron pressure pipe, nom 6 in. diarn (or smaller) steel conduit, natty 4 in. diam (or smaller) steel electrical metallic tubing, nom 6 in. diam or smaller Type L or (or heavier) copper tubing at- from rnoun I in. diary) (or smaller) flexible steel conduit. WhSen copper pipe is cond4u its largerttiI nonom s 4�i. s am mnly onlylbe useii n wW C50111 structed usinsteel channels studs. A rnax of one pipe or conduit is permitted in Ce fir'estop 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 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 wal assembly. The hourly F Rating of the firestop system 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 Ra;i) g of the gr9stap srt?m 1s cl ,pendent i.T?h t wall to of size f the pip or can uit and t )e )ourly lire rating bly in which it is installed, as tabulated below: Ma,Pi�� Annular F T or or uit Space Rating Rating Diam In. In. Hr. Hr. 1 0 to 3/16 1 or 2 0+, 1 or 2 1 1/4 to 1/2 3 or 4 3 or 4 4 0 to 1-1/2 1 or 2 0 6 I/4 to 1/2 3 oro 0 12 3/16 to 3/8 1 or 2 0 +When copper pipe is used, T Rating is 0 h MINNESOTA MINING & MFG CO -CP 25WB+ `Bearing the UL Classification Mark MEDICINE CABINET ISI V L: L: L.I=/-\rW1 V', -C 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 - 0,3/4 and 2 Hr. (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) IB L••-- A SECTION A -A I. Wall Assembly - The I or 2 hr fire rated gypsu4Yrallbdrd/ 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 h fire rated assemblies) or steel channels studs. Wood studs to consist of nom 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 3-5/8 in. wide by 1-3/8 in, deep channels spaced max 24 in. OC. B. Gypsum Board * - Nom 1/2 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 curt 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 Wall or Partition Design. When steel channel stud framing is employed, gypsum wallboard attached to studs with Type S self -drilling, self -tapping 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 1/4 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 -Gad Cable+. Max one armored cable or, metal clad cable to be installed treat- center earcenter of circular opening in gypsum wallboard. Through penetrating product to be rigidly supported on 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 3/4 hr. When max used. No. 2 AWG cable is used and 2 hr when max 12 AWG cable is 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 wallbor-ad on each side of the wall assembly. A min 5/8 in. thickness of caulk is required for the I hr F Rating. A min 1-1/4 in. thickness of caulk is required for the 2 hr F Rating. MINNESOTA MINING & MFG CO - CP 25WB+ *Bearing the UL Classification Mark CLEAR FLOOR SPACE ;IST 8"X8"X16" CMU WALL TYP, 'HIGH 15/8" 25 G.A. MTL, STUDS @ 24" 0,C. TYP. IL BACK INSULATION RAI TYP. " GYPSUM BOARD TYP. C EXTERIOR WALL DETAIL SCALE: N.T.S. 7)-111 F �s� Ali II SPOUT HEIGHT 6� & KNEE CLEARANCE / DETAILS: HC WATERT DRINKING FOUNTAIN L C a O L C ELEVATION: HC TOILET RM. D � n u _ o — STANLEY Pv HOELLE A R C H I T E C T )114 MISrtEroE DR. UAYTUNA BEACH FLORIDA 32111 38G-295-3750 LU Z - vi O V) vy Z F u } O C l cC N V IL O ZZ l.upl� w d < N U 0 7 O Q Q j V FX°z_z ° oz - U `'� U Z E3 X00=� "' D ca U-1 gym Q 0 L OV " J — Q r✓ _ T i .�' J I— LL. f U � O,J V)LU Ov)o{-w try Q w LU O `a rY C7 M o O Z 0 Z 0 U� Z Q� o0 Z� Z w O 6 O Qr"�_jU �:O<0'Z cad O m¢ O 0 u.1 Z uJ N 0 O z p U Q� 0 LL Q - 1Q�J�=LL.- 0o V 1,CL LIJ ZR0r-=OQLu + U rn JU��� Z J_j JZ J LL Z l --I QW QO<C Q O�''�' a C�J r C5 O 0 C-4 Z_� 0 CD 0 c..�a I C)F � `e - r • s� .s - PAIr CQ°�� RCHITEC O , � 01 .JCa r' AflGGHi TF '18 DR FL 32117 DRAWN BY: S.P.H. SHEET A CHECKED BY: S.P.H. A-3 SCALE: AS NOTED DATE: 04-23-20 18 (4) (6; (4) HIGH HEADER 7) (5) (2) ( 7 ) (2) I. TRIMMER STUD TO FIT WITHIN VERTICAL TRACK WITH 410 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) 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. CRIPPLE WALL CONSTRUCTION TO MATCH ADJACENT WALLS 6. CONTINUOUS TOP TRACK Y. 910 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 - 2 410 SCREWS TO STUD AND TRACK 9. 1-910 SCREWS AT 12" O.C. (3) (2) t 11 PLAN - JAMB N OIE: 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 HEADER CONSTRUCTION ViTYPICAL SCALE: N.T.S. - 01 __ - JJ (1) (2) I I I I I I I I I I I I I I I I (3) i i (3) 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 (4) i i (4) 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 WOOD OPTION STEEL OPTION TYPICAL OPTIONAL TOP PLATE AT 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 410 SCREW AT '24" O.C. - SPLICE OVER STUDS 2. CONTINUOUS TOP PLATE 25 GA STUD AND TRACK WITH 3-910 SCREW AT 16" O.C. AS SHOWN - MATCH WALL STUD WIDTH 3. CONTINIUOUS TOP TRACK - SPLICE PER TYPICAL DETAILS. 4. STEEL STUD WALL NOTES: 1. TOP PLATE CONSTRUCTION AS SHOWN REQUIRED ONLY WHERE 'TRUSSES OR JOIST DO NOT ALIGN 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 NOT ALIGN OVER STUDS, NON STACKED BEARING SCALE: N.T.S. (7) 1. SPLICE TRACK BETWEEN STUDS ONLY (q) 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 OPTION 1 5. SINGLE 2"X 16 GAUGE STRAP AT TOP (7 ) OR STRAP 'TO EACH FLANGE. G. STEEL STUD BLOCK - TRIM FLANGE AT OPT 2X 7. MINIMUM LENGTH OF SPLICE STRAP (4) SUCH THAT SCREWS ARE 3/4" MIN SPACING AND EDGE DISTANCE IN 2 ROWS OF SCREWS OPTION 2 (7)�. (2)(4T T T T T T _ Z7) -------I-1 r ----TT-1--- -- - - LENGTH OF WALL SCREWS EACH (BETWEEN CORNERS SIDE OF SPL[ OVER 30' 10 46 OVER 20' 6 #6 OVER 10' 4 96 LESS THAN 10' 246 E I I NOTES: TOP TRACK MAY ALTERNATELY BE (5) I SPLICED OVER HIGH HEADER (HEADER (3) i UNDER TRACK) WITHOUT STRAP - SCREW OPTION 3 EACH SIDE OF SPLICE PER TABLE TYP. T0P TRACK SPLICE AT EXTERIOR OR BRACED WALL (, SCALE: N.T.S. 1. KING STUD TO MATCH ADJACENT 2. CRIPPLE STUDS TO MATCH ADJACENT (4) 3. TRACK -TRIM WEB AND ATTACH TO KING STUD WITH #10 SCREW EACH SIDE OR USE CLIP STUD AS ALTERNATE E I +-1 - I+ I 7+ _ _ _ T -I+_ _ T E 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 - C-0" MAX NOTE: DETAIL TO BE USED ON NON BEARING WALLS - ONLY WHERE NO HEADER IS SPECIFICALLY NOTED ON PLANS TYP. SMALL OPENING IN NON -LOAD BEARING WALL Inj SCALE; N.T.S. (5) (3) (6) (3) 1. CRIPPLE WALL CONSTRUCTION TO MATCH ADJACENT WALLS 2. STEEL HEADER PER PLAN 3. CONTINUOUS TRACK 4. 2 - 410 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"-18ga 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 (6) HEADERS BEAM fj 11 (4) (5) SCALE: N. 1,S. 1. CONTINIUOUS 25 CA TOP TRACK UNLESS NOTED OTHERWISE USE SIMILAR CONSTRUCTION WHERE - SPLICE PER TYPICAL DETAIL NOTE: 2. STEEL STUD 3. CONTINIUOUS 25 GA 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 I I (2) I I I I I I (2) I I I I I I I I NON -BRACED I I I I I 4" X 25 GAGE DATE: 04-23-2018 I I I I I I I I I I I I I I I I I I (6) I I I I I I I I (3) I I I I I I I I I 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 - C-0" MAX NOTE: DETAIL TO BE USED ON NON BEARING WALLS - ONLY WHERE NO HEADER IS SPECIFICALLY NOTED ON PLANS TYP. SMALL OPENING IN NON -LOAD BEARING WALL Inj SCALE; N.T.S. (5) (3) (6) (3) 1. CRIPPLE WALL CONSTRUCTION TO MATCH ADJACENT WALLS 2. STEEL HEADER PER PLAN 3. CONTINUOUS TRACK 4. 2 - 410 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"-18ga 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 (6) HEADERS BEAM fj 11 (4) (5) SCALE: N. 1,S. 1. CONTINIUOUS 25 CA TOP TRACK UNLESS NOTED OTHERWISE USE SIMILAR CONSTRUCTION WHERE - SPLICE PER TYPICAL DETAIL NOTE: 2. STEEL STUD 3. CONTINIUOUS 25 GA 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 NON-BEARIN BRACED AND BEARING WALL. NON -BRACED NOT USED 4" X 25 GAGE DATE: 04-23-2018 AT 24" O.C. NOTE SEE GSN FOR MINIMUM PROPERTIES OF STEEL SECTIONS. TYPICAL WALL CONSTRUCTION j SCALE: N.1,5, (6) (6) (21 1. TRIMMER STUD UNDER HEADER (2) (q) - MATCH ADJACENT WALLS 2. VERTICAL TRACK FULL HEIGHT 3. ADDITIONAL KING STUD it i 4, 6" LONG TRACK TIE AT STUD MIDHEIGHT WITH 2 -410 SCREWS � 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) (6) (4) I i i I I I .. I I I I I L I I I I 'w 2 STUD POST 3 STUD POST PLAN TYP, BUILT-UP STUD AT POST OR IAMB SCALE: N.T.S. D D D CI u � STANLEY P. HOELLE A R C H I T E C T 1114 MISTLETOE DR. DAYTONA BEACH FLORIDA 32117 386-295-9750 u _ z - v; O V Z L 0ce- u CL O Lu Lu p I- U w vi O z O Q 0 0 U < F- X Z Z Lu o z w O Z p w p > O CL =) 0� ce m Cl u -i X:m 0 0 u Ly © 0 u = w O u vLLi - u EL p 0v10F-u Z Lo NU Q Q `t U vwi O C7O o - ��uU V) o O pp CJ - I -Z r0- Z pN UQ~U Z Q� c0 z> 7J Z u n O o > O n O' J U° Q 7 Z �jQ 0 O OuZ u I- � `= V)QD - L'- Q f5 u O _J�rm,0 ��m O Z; -v iU_ 0 0 U J "-1 U c_✓ L'- u V n ,U u LL, O " E � u �I >jF=-~ D �C) Vim, Z _Jw_jU-p _J LL zz w icy- 1>�C ) r, - Z � w es CD 1 C-4 � cr e � C_a cry � 1- d w 0 � � V ?� SEAL A STAWL0 P. DELLE ' Pit Hyl E,6 9033 11114 ISTLETOE, [�'� + DAYTONA BEACH, FL,Cf�yJ'ri V ,BY: S,P'Hr T HEET # CH A A -i SCALE: AS NOTED DATE: 04-23-2018 EXISTING ELECTRICAL PANEL 24 OR 31 BREAKER PANEL VOLTAGE 150 AMP 208V PHASE 2081120 VOLTS 4 WIRE CIR. NO, EQUIP, DIA WIRE POLE TRIP TRIP OL W RI DIA EQUIP. CIR, NO. I EXTERIOR SIGN J -BOX 112" #12 20 20 912 112" OFFICE RECEPT. 2 3 WORK SPACE RECEPT. 112" #12 20 20 #12 112" WAREHOUSE LIGHTS 4 5 RESTROOM RECEPT. 112" #12 20 30 #6 1" AHU #1-2 TON 6 7 REF. RECEPT. 112" #12 A R C H I T E C T 0 J2- Lu Z � — En O E�/1 V7 0 �C2 r" Z U LLJ Z O U W F- C7 uj 30 JZO-'O o r�U JO a 0 U 46 I" A1C #1-2 TON 8 9 WAREHOUSE RECEPT. 112" #12 Z� Z w O o a U 20 I cIZ 0 O o W z LLL DQIU�Cp LLI Z 0Zn LL � �' ��°�10ou 20 I—J II d V) wLa+z z u #12 112" WAREHOUSE LIGHTS 10 I I ABOVE WINDOW RECEPT, 112" #12 2020 LIL .7, 412 112" A1C SERVICE WPGFI 12 13 OFFICE LIGHTS 112" #12 #12 20 20 20 #12 112" AHU SERVICE RECEPT SPARE 14 16 &WET BAR GFCI REG. 112" � INSTA HEAT UNDER W.H.SPARE 112" #12 Z 20 „ � 20 #12 112" REST -ROOM LIGHTSISCOUNTER aim r ! C-4 C:A* 20 #12 112° OPEN SPACE OFFICE LIGH 20 �C SPARE 22 0 �, r jL— b �L�� C�_�� 24 1—F -� ALL WORK PER W.C. 2014 ED. - — —_ --- L - SCALE: 311611=1' 011 - n o u STANLEY P. HOELLE A R C H I T E C T 1114 MISTLETOE UR. DAYTUNA REACH FLORIDA 72117 306-295-9750 Lu Z � — En O E�/1 V7 0 �C2 r" Z U LLJ Z O U W F- C7 uj Q� ¢ c/3 i— Daz w �a JZO-'O o r�U JO a 0 U zU wL7 O < Z ?'Q '�zU ZD R U z D X w WO O= J W C m LLl m 1� a p O O W U O LL J p OC 2 Lu 7 w b- O w " F- �- " w IL Lu 0 O N v 0 0 z ¢ Lu 0 C7 2 U o OQ=Or � oma, c�Qt- vim Z— cC �p ZLu Z� Z w O o a U I cIZ 0 O o W z LLL DQIU�Cp LLI Z 0Zn LL � �' ��°�10ou zu�LL=0 �v w ° F O o I—J II d V) wLa+z z u ud_j¢ ° ¢¢ ¢ o °� LIL .7, 0 � Q Z Z w � 9c) aim ! C-4 C:A* Q_j �C 0 CD b � C�_�� 0 � ate, CJ PiAk S�' LE HOELL �I-C 'a.3#9033 1114 MISTLETOE DAYTONA BEACH, FLl DR° 'Q: S.P.! i; ��1 . EE # CHEC-B �, ,o SCALE: AS NOTED DATE: 04-23-2018 :LLE C T -295-9750 7 -U J - _u :e - D .0 Y C-1 c) CD Ily SHEET E-2 3/8" ALL THREAD HANGER RODS ---_7z._____ PLA-fFORM DECK ABOVE CLOSET PAN w/FLOAT SWITCH AHU SUPPORT D E T A I L '00 N - T Q9 C DRAIN CONN. (X") CROSS FPT MINIMUM CLEANOUT DRAIN PAN PLUG 2" MIN N. PITCH n SO VAL E 1" GREATER THAN TSP. CONDENJATE TRAP NOT TO SCALE CONDENSING UNIT MANUFACTURER TRANE/AMERICAN STANDARD MODEL NUMBER 4"TTB4024E (S)EER / HSPF/COP 15/1 TOT/SEN/LAT/MBTU 60/45/15 VOLTAGE / PHASE 2013-240/3 MIN. BRANCH CIR. AMPS 25 MAX. BREAKER AMPS 30 CU NUMBER 1 AIR HANDLING UNIT MANUFAC'iURER TRANE/AMERICAN STANDARD MODEL NUMBER 4TEE3F24 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 YEST-ST M TE AWS AHU TNUMBER iAT �NSORO@N75DDE WS NOTE: SUPPLY CFM'SSHALL BALANCE RETURN CFM'S MECHANICAL. SYMB. ©MECH. SUPPLYIDIFFUSEK (24"x24") ��l MECH, SUPPLY (12" x 8") Cb EXHAUST FAN FAN SUPPLY MAIN DUCT- LINE SUPPLY FLEX DUCT LINE J RETURN FLEX DUCT LINE — — RETURN MAIN DUCT LINE MECH. RETURN (24" x 24') NOTE: CONTRACTOR TO INSTALL HU 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. F. WALL ANCHOR CLIPS THIS DETAIL WILL WITHSTAND USE2 SIMPSON: A21 ANGLES 140 MPH UPLIFTMINDLOAD PER IDE OF UNIT (8) TOTAL (18GA) ATTACH; USING #14x1-1/2 S.S. SHEET MTL. SCREWS TO BASE OF EXTERIOR EQUIPMENT; TIE DOWN COMPRESSOR. ATTACH TO CONC. A/C DETAIL RTS PAD/SLAB USING 3116"x2-114" TO CONC. EACH A21 CONNECTOR REQUIRES (2) #14x1-1/2" SHEET MTL SCREWS & (2) 3/16"x2-1/4" TAPLONS, GRILLS SECURE TO S-TRUCTURE WITH MASTIC ALL SPIN -IN FITTING///— POWDER ACTUATED FASTNER OR JOINTS AT WITH SCOOP AND SHEET METAL SCREW CLOSURE VOLUME DAMPER 8x4 20x20 SUPPLY STEEL � 'THICK -----SUPPORT AIR 1-1/2" 601 -900 WHITE METAL STRAP 5'-0" ON CENTER 1-1/2" WIDE 240A METAL STRAP. SUPPLY SUPPLY RETURN �Il�o RETURN PROVIDE CONCRETE POWDER ACTUATED AIR FLOW DRAIN PAN FLEX BLE DUCT 1� FASTNER FOR INSTALLATION IN CONCRTE, EXTEND 2" DUCT UNIT TO STAND ON 4" INSULATE SPIN -IN WITH SHEET METAL SCREWES OR POWDER 1 1/2" THICK INSULATION FOAM BLOCKS WITH VAPOR BARRIER LEAVING SUPPLY AIR DAMPER OPERATOR ACCESSIBLE DUCT FLEX DUCT CLAMP INSULATE AND SEAL ALL DIFFUSER SURFACES EXPOSED ABOVE CEILING DUCT TAKEOFF DETAIL, NOT TO SCALE CONDENSING UNIT MANUFACTURER TRANE/AMERICAN STANDARD MODEL NUMBER 4"TTB4024E (S)EER / HSPF/COP 15/1 TOT/SEN/LAT/MBTU 60/45/15 VOLTAGE / PHASE 2013-240/3 MIN. BRANCH CIR. AMPS 25 MAX. BREAKER AMPS 30 CU NUMBER 1 AIR HANDLING UNIT MANUFAC'iURER TRANE/AMERICAN STANDARD MODEL NUMBER 4TEE3F24 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 YEST-ST M TE AWS AHU TNUMBER iAT �NSORO@N75DDE WS NOTE: SUPPLY CFM'SSHALL BALANCE RETURN CFM'S MECHANICAL. SYMB. ©MECH. SUPPLYIDIFFUSEK (24"x24") ��l MECH, SUPPLY (12" x 8") Cb EXHAUST FAN FAN SUPPLY MAIN DUCT- LINE SUPPLY FLEX DUCT LINE J RETURN FLEX DUCT LINE — — RETURN MAIN DUCT LINE MECH. RETURN (24" x 24') NOTE: CONTRACTOR TO INSTALL HU 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. F. WALL ANCHOR CLIPS THIS DETAIL WILL WITHSTAND USE2 SIMPSON: A21 ANGLES 140 MPH UPLIFTMINDLOAD PER IDE OF UNIT (8) TOTAL (18GA) ATTACH; USING #14x1-1/2 S.S. SHEET MTL. SCREWS TO BASE OF EXTERIOR EQUIPMENT; TIE DOWN COMPRESSOR. ATTACH TO CONC. A/C DETAIL RTS PAD/SLAB USING 3116"x2-114" TO CONC. EACH A21 CONNECTOR REQUIRES (2) #14x1-1/2" SHEET MTL SCREWS & (2) 3/16"x2-1/4" TAPLONS, GRILLS HANGER ROD L --STRUCTURAL JOIST OR CONCRETE SLAB HART & COOLEY or eqv. TO STRUCTURE HVS-RS AG1I RHF45-T SIZE ABOVE 8x4 20x20 SUPPLY STEEL ALUM ALUM -----SUPPORT AIR DUCT TO STRUCTURE WITH 601 -900 WHITE WHITE WHITE L- 1-1/2" WIDE 240A METAL STRAP. SUPPLY SUPPLY RETURN �Il�o RETURN PROVIDE CONCRETE POWDER ACTUATED FILTER DRAIN PAN FASTNER FOR INSTALLATION IN CONCRTE, EXTEND 2" DUCT UNIT TO STAND ON 4" BEYOND AHIJ SHEET METAL SCREWES OR POWDER "1.5"-2" ANGLE FOAM BLOCKS SUPPORT IN SAFETY PAN ACTUATED FASTNER FOR INSTALLATION IN CAP FOR HOSE CONNECTIO TYP STRUCTURAL STEEL OR JOIST. ALL SUSPENDED AHU & FANCO I L DETA I HORIZONTAL SUPPORTS SHALL BE MIN NOT TO SCALE 5'-0" ON CENTER OR APPROVED BY _1� SMACNA STANDARDS. NON METALLIC DUCT SUPPORT DETAIL NOT TO SCALE CONDENSING UNIT MANUFACTURER TRANE/AMERICAN STANDARD MODEL NUMBER 4"TTB4024E (S)EER / HSPF/COP 15/1 TOT/SEN/LAT/MBTU 60/45/15 VOLTAGE / PHASE 2013-240/3 MIN. BRANCH CIR. AMPS 25 MAX. BREAKER AMPS 30 CU NUMBER 1 AIR HANDLING UNIT MANUFAC'iURER TRANE/AMERICAN STANDARD MODEL NUMBER 4TEE3F24 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 YEST-ST M TE AWS AHU TNUMBER iAT �NSORO@N75DDE WS NOTE: SUPPLY CFM'SSHALL BALANCE RETURN CFM'S MECHANICAL. SYMB. ©MECH. SUPPLYIDIFFUSEK (24"x24") ��l MECH, SUPPLY (12" x 8") Cb EXHAUST FAN FAN SUPPLY MAIN DUCT- LINE SUPPLY FLEX DUCT LINE J RETURN FLEX DUCT LINE — — RETURN MAIN DUCT LINE MECH. RETURN (24" x 24') NOTE: CONTRACTOR TO INSTALL HU 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. F. WALL ANCHOR CLIPS THIS DETAIL WILL WITHSTAND USE2 SIMPSON: A21 ANGLES 140 MPH UPLIFTMINDLOAD PER IDE OF UNIT (8) TOTAL (18GA) ATTACH; USING #14x1-1/2 S.S. SHEET MTL. SCREWS TO BASE OF EXTERIOR EQUIPMENT; TIE DOWN COMPRESSOR. ATTACH TO CONC. A/C DETAIL RTS PAD/SLAB USING 3116"x2-114" TO CONC. EACH A21 CONNECTOR REQUIRES (2) #14x1-1/2" SHEET MTL SCREWS & (2) 3/16"x2-1/4" TAPLONS, WEIGHT 211 LB NOTE: HVAC NOTES: . GI GY nl Ir'T C171t\Ir C('uGnl II G GRILLS HANGER ROD 4" DIAMETER HART & COOLEY or eqv. TO STRUCTURE HVS-RS AG1I RHF45-T SIZE COIL SECTION 8x4 20x20 SUPPLY STEEL ALUM ALUM D�BY R AIR MS NONE 601 -900 WHITE WHITE WHITE L- TYPE SUPPLY SUPPLY RETURN �Il�o RETURN FILTER DRAIN PAN EXTEND 2" UNIT TO STAND ON 4" BEYOND AHIJ "1.5"-2" ANGLE FOAM BLOCKS SUPPORT IN SAFETY PAN FLOAT SWITCH CAP FOR HOSE CONNECTIO TYP I AAL- SUSPENDED AHU & FANCO I L DETA I NOT TO SCALE WEIGHT 211 LB NOTE: HVAC NOTES: . GI GY nl Ir'T C171t\Ir C('uGnl II G CFM RANGE GRILLS & REGISTERS 4" DIAMETER HART & COOLEY or eqv. MODEL NUMBER HVS-RS AG1I RHF45-T SIZE 24x24 8x4 20x20 f N�STRUCTION STEEL ALUM ALUM D�BY R NONE MS NONE 601 -900 WHITE WHITE WHITE L- TYPE SUPPLY SUPPLY RETURN w/20x2O FILTER CFM RANGE FLEX DUCT DIAMETER 0.30 4" DIAMETER 31 -60 5" DIAMETER 61 - 100 6" DIAMETER 101 - 150 7" DIAMETER 151-200 8" DIAMETER 201 -300 9" DIAMETER 301 -400 10" DIAMETER 401 -600 12" DIAMETER 601 -900 14" DIAMETER NOTE: CONTRACTOR SHALL PROVIDE TEST AND BALANCE SMOKE DETECTOR MANUFACTUREREUWARDS or EOV. REPORT FOR FINAL MECHANCIAL INSPECTION MODEL NUMBER2435P FPM 300 - 4000 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 4) INSTALL DIGITIAL T -STATS. AND MOUNT THERMOSTAT T-0" A.F.F. ARCHITECT'S AFFAD 5) ARCFIIT AVIT RE.; SUSPENDED AHU FROM EXIST. STRUCTURAL MEMBERS; UPON EVALUATION, EXISTING STRUCTURE IS CAPABLE OF SUPPORT OF SUSPENDED AHU AS DEPICTED. 6) -TRANSFER DUCTS FOR RETURN AIR TO COMPLY W/ SECTION 601.4 FBCM. 7) CROSS-SECTIONAL AREAS OF TRANSFER DUCTS TO BE AT LEAST 1-1/2 -TIMES CROSS-SECTIONAL AREA OF S.A. DUCTS ENTERING ROOMS 8. VOLUME DAMPER TO BE INSTALLED ON FRESH AIR DUCT TO REGULATE VOLUME OF FRESH AIR ENTERING BUILDING 2455-R SYMBOL 0 EXHAUST EQUIPMENT 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 4 1-2 150 AMP ELECT. PANEL NOTE; NO AIC IN OPEN WAREHOUSE AREA 1-;z� s j AA_ A,mRm X VIV UPPU 00 FM /4 j MECHANICAL HVAC DUCT PLAN: SCALE: 3/16" 1.011 _—Volwy)p rjirnpAr fn ho installed on the fresh air duct in to regulate volume of fresh air TO f�E entering building. IE ECT, 10 lzl PANEL i EC 20x16 \ C MT{ r _ _ Q SUP 1=1 C-7 - - --- o o u - o - o -- - O CJ O CJ --- [� O O D STANLEY P. HOELLE A R C H I T E C T 1114 MISTLETOE DR. DAYTONA BEACH FLORIDA 32111 386-295-9750 W Z N O V3 Z � O v02 � Z u CL Z O F � Q � VLLJ will,, ONNOZ LU r"�( J Z O J O° U QOXZ�° oz woO °Z Z U� � J Z W O O L.L.I u LL U -W LL Q " L LL. W E ° 0V, w Z LnZ I— -NU° � w 0 o 1-- 0� z oV) r� U '� w L 00 u C7 v1 ( O C5 Z� J Z w O' U — U-Z=�U�:OQ�F- ca1ZOZ)Q O °LUZ LZ LU �~FU-mom 7 0Zp U j LL `L ~LLLLJ O z 4_r°° � -oo 0 wj��LJo��� LL w,�0'T� O o�O J C7 LIJ _J w f— 0 ° + ° U w --IJ JOZ J "--ZZ I - O ® O �2S u � ZZ Z � O a C� O ILS LjL_A QD O W IPA 4 � � 9 STA NL Y t OELLE, ARCH ITE 4903] /` t 1114 MISTLETOE. .LINA BEACH_, PI L1, DRA . 1 /= . SHEET # CHECKED B SCALE: AS NOTED DATE: 04-23-2018 UP SUPPLY 25 CFM 125 CFM F" J I �� M N r / L- 1=1 C-7 - - --- o o u - o - o -- - O CJ O CJ --- [� O O D STANLEY P. HOELLE A R C H I T E C T 1114 MISTLETOE DR. DAYTONA BEACH FLORIDA 32111 386-295-9750 W Z N O V3 Z � O v02 � Z u CL Z O F � Q � VLLJ will,, ONNOZ LU r"�( J Z O J O° U QOXZ�° oz woO °Z Z U� � J Z W O O L.L.I u LL U -W LL Q " L LL. W E ° 0V, w Z LnZ I— -NU° � w 0 o 1-- 0� z oV) r� U '� w L 00 u C7 v1 ( O C5 Z� J Z w O' U — U-Z=�U�:OQ�F- ca1ZOZ)Q O °LUZ LZ LU �~FU-mom 7 0Zp U j LL `L ~LLLLJ O z 4_r°° � -oo 0 wj��LJo��� LL w,�0'T� O o�O J C7 LIJ _J w f— 0 ° + ° U w --IJ JOZ J "--ZZ I - O ® O �2S u � ZZ Z � O a C� O ILS LjL_A QD O W IPA 4 � � 9 STA NL Y t OELLE, ARCH ITE 4903] /` t 1114 MISTLETOE. .LINA BEACH_, PI L1, DRA . 1 /= . SHEET # CHECKED B SCALE: AS NOTED DATE: 04-23-2018 �_ _._ _ _ _ 1 - - _ _ i