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HomeMy WebLinkAbout3400 St Johns Pkwy 1026 18-4696 (a) Office Buildoutcrry OF SkNFORD BUILDING DIVISION Er �h S�f , a DEC 05 2018 Application N Documented Construction Value: job Address: 3440 St. Johns Parkway Suite: 1026 Sanford, FL 3277lHistoric District: Yes[] No0 Parcel ID: 26-19-30-5AE-2900-0000 Residential ❑ Commercial x❑ Ib CbC� Type of Work: New 0 Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Chapge of Use ❑ Move ❑ N Description of Work: Interior office buildout per plans 1+01IRtL:,IgIi yng l Plan Review Contact Person: Anastasia Lewallen Title: Commercial Permitting Phone: 877-906-1113 Ext. 1163Fax: 407-585-1002 Email:- commercial aastradaelectric.com Property Owner Information Name J & K LLC. Phone: Street: 215 Clermont Rd. Resident of property? : _yes City; State Zip: Lake Mary, FL 32746 Contractor Information Name Strada Services Phone: 877-906-1113 Street: 3400 St Johns Parkway, pax: 407-585-1002 City, State Zip: Sanford, FL 32771 State License No.: CGC1518594 Architect/Engineer Information Name: Phone: Street: Fax: w City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUSTBE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRSTINSPECTION. IF YOU INTEND 'TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application is hereby ride to obtain a permit to do the work and installatious as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. E LIFE -SAFETY EGRESS INFORMATION0 ; APPLICABLE CODES LEVEL 2 ALTERATION BUILDING: FBC 2017 EDITION PLUMBING: FPC 2017 EDITION NOTE: FIRE -ALARM DRAWINGS A.D.A: FAQ' 2017 EDITION AND INSTALLATION, PERMITTING BY OTHERS LIFE SAFETY: FFPC 2017 EDITION MECHANICAL: FMC 2017 EDITION GAS: FBC 2017 EDITION ELECTRICAL: NEC 2014 EDITION OCCUPANCY GROUP "B" OCCUPANCY; "B" BUSINESS TOTAL PEOPLE: 13 COUNT 1,510 S.F. 1500 S.F. PER PERSON IN WAREHOUSE S -I STORAGE AREA = 3 PERSON 990 S,F,1100 S.F. PER PERSON IN OFFICE AREA = 10 PERSON 1 EMPLOYEES IN COMMON BUSINESS AREA 21500 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 TYPE. A90S.F. TABLE 503 TYPE II -B UNPROTECTED YES-SPRINKLERED 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 LEGEND -- ® PATH OF EXIT TRAVEL TRAVEL DISTANCE ORIGIN EXIT DOOR- SINGLE DOOR 34" CLEARI (0,2)= I PERSON FE FIRE EXTINGUISHER 0 SOUND ALARM -�- EMERG. LIGHTING ® FIRE ALRM (PULL STATION) PROJECT NOTES; BUILDING REQUIRES AN APPROVED FIRE -PROTECTION SPRINKLER SYSTEM DESIGNED BY A LICENSED & CERTIFIED SPRINKLER ENGINEER & INSTALLED BY A LICENCED/CERTIFIED CONTRACTOR LUAU\ute 5atety.dgn Uec. U4, 2U18 22:46:47 otmoce PERMIT I I i I � I 4E EXISTING EXIT EXIST 12'X14' ROLL -UP DOOR I I I I I I I I , i I I I I I I I I I I I � __1 I I I _3C6 48{" SPACE I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -----------------�-----I------._----.--------------_..--- ---- L I WAREHOUSE L I 24'.511X 64'-3" S -I ST RAGE WAREHOUSE AREA 1,510 S.F. 500 S,F, PE PERSON IN WAREHOUSE AREA = 3 PERSON 2 i X Q I IN LEVELS IN ' LE ROUTES I PLATFFL N SERVICE � / i MOP SINK 13:: \CL(�SE� I,9 '---�'-`I oc @ EXJT t7, WOMEN'S /ii ' NEW @'HIGHWALL ❑ L OFFICE SPA��EII X xx x 10'-9" X 10%6" MEN'S J -------- ----� =� - --- -�------------------------ INT, STORAGE CLOSET l<f L B -BUSINESS OFFICE AREA Fl3 PERSONS MAX. OFFICE OCCUPANCY SIGN 990 S.F. / 100 S.F. PER PERSON IN 10'-9"x 10%6" OFFICE AREA= 10 PERSON/ EMPLOYEES IN COMMON BUSINESS�I AREA. GENERAL & TECH, AREA 13'-31I X 161•6" I LIFE SAFETY LEGEND NEW EXIT WIILLUM. EXIT SIGN y OFFICE 10'-9 X 12.0' COMBO & PATH OF TRAVEL ------- -r<- -EXISTING— ----] _—_-------- ----- --- AREA CALCULATIONS: GROSS EXISTING I G WINDOW X9-0 ENTRY EXISTING TOTAL GROSS AREA: 2,500 SF ! SI-4,WXS-0"WINDOW NUMBER OF TENANTS: I i_________________ NOTE: TRUSS WARNING SIGNS SHALL BE I INSTALLED IN ACCORDANCE WITH FL STATUTE 633. COORDINATE WITH FIRE INSPECTOR FOR EXACT LOCATION, I` PROVISIONS FOR BARRIER FREE DOOR(S) Q PUSH SIDE V) _ _ @ I 18" MINIMUM u� I 24" PREFERRED � I T oO J I I I I u I CL CL NOTE: x = 12 IN IF THE DOOR A) FRONT APPROACHES HAS BOTH A CLOSER AND A LATCH. 0 PULL SIDE W T I C� 54" MINIMUM � �'�' x I �, 0 I� � PUSH SIDE J 5• itt:. :lits%t ' :;: y�l:::}'t 't : `A I �(B) ' CHANGES HINGE SIDE APPROACHES 0^ _ NOTE. y - 48 IN MIN. IF DOOR HAS ACCESSIBLE NOTE: x = 36 IN MINIMUM IF y = 60 IN BOTH A LATCH AND A CLOSER. x = 42 IN MINIMUM IF y = 54 IN. II a PULL SIDE C� PUSH SIDE F 24" MINIMUM � 24"xMINI -....,..,-.J ✓ I : {.:{ : ::::' -��f 5. 1 1. V t:.:.1•'::: —1 tV11 .:51VY. is ;:• 12.1222_12 0-- NOTE: y = 54 IN MINIMUM IF THE DOOR HAS A CLOSER CL C) LATCH SIDE APPROACH S NOTE: y = 48" IN MINIMUM IF THE DOOR HAS A CLOSE . LIFE SAFETY EGRESS KEY PLAN: SUITE # 10261- 2,500 S.F. TOTAL GROSS AREA SCALE: 3116" = 1'.011 990 S.F. GROSS A/C OFFICE AREA I STANLEY P. HOELLE A R C H I T E C T 1114 MISTLETOE OR, DAYTONA BEACH FLORIDA 32117 386-295-9750 vi Q � rn Z a O u x NO Z U c1G Z L1,�6 W ° vi N O 0 W �o °u aF zu ° oz Z W0Q=���o L W 1- f m 0 O W u 2tLLIz- U- oc r•. W r 0"'�UDi vQ �WWQO_a 0d°z�11 z 0+�' Lu V' in 0. O �-zN � mow°<Q o °uZ9 Z u f^F-°0 �Z© y��uJ.. , a ° u LLj S? Wa0LU O EC =F-0 °0 QP F - <a O�:..r� QLJ I d o 0 I� 2 0 a C� ic::�� V ::hec • � sz� O ® 0 � 1 V cae O c z 0 0 w� �'► +"��� IF T A a `� rt�1to yy,,�GG r _ N AI\Vl11 IGN1�� 70WW 11 D6.f�l zy ' SHEET_SHEET # CHECKE'6ffl 1. SCALE: AS NOTED A- I DATE: I 1-14-2018 0 0 a \ 1 I I 129-811 394" I'-4" 129-011 3' ° 00STING i Jj K LL BUIL JJ I E(►T EXIST I i If ROIL -UP DOOR m � - D m .Iml A � p Z Zx'° M < I aANa I I 1 I I I I I I 1 I I I I I I I i I I 1 I I I I I I I I I 1 I I I I I I 1 I I I I I I I I I I I I I I 1 I I I I I I I I I I i I I i i i I I I i I I i ALL WORK MUST COMPLY WITH THE 2017 EDITION (EXPOSURE "C') OF THE FLORIDA BUILDING CODE SECT. !40 MPH WIND LOAD AND THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION ------------ f 1 ---------------------------------- WAREHOUSE I -------------------- t I i I ----- ' 24'-511 X 64'-311 o -0C m'BUIL 0 UNIT#1026 1 N n 24'-5 1/2 " OF +40/45 PSF FOR DOORS AND +401-45 PSF FOR WINDOWS "1.0" o ----- - - - ----- WIND IMPORTANCE FACTOR IS AND THE BUILDING CATEGORY IS I I (ENCLOSED BUILDING} - - - - - - - - - - - - - ----------------- 13'-8112 ------ �O"----------- -- -¢ o p . � m �°� �¢ � �� �RO ECT ADDRESS: 3400 ST.JOHN'S PARKWAY UNIT#1026 SANFORD FLORIDA 3-TONAHU ABOVE ON N } PRESSURE COEFFICIENT IS 0.1$ r p H ; PLATFORMw NEW IT HR�I WAIT GENERAL CONTRACTOR- COX CONSTRUCTION AND DEVELOPMENT CORP. F�- X, SERVICE \ -�� mill ihOP9NK o E r . 11 IL I CLOSE K { O x EXIT O c� c 1-- Lu w SINK REF. WOMEN'S/ NEW IT HIGH WALL �� ml\ 1 " T-6" / 5'-9 112ADA rl L I = a o o. �� -_--I _ OFFICE HALL- I O'-9" X I T-6" cot MEN'S � T -I" i - o c INT. STORAGE CLOSET 8-10 112 " 4'-0" 5" 10'-9" OFFICE o X, 10'-9F1 X 101-611 a� _ GENERAL 1 - & TECH, AREA 13'-311 X 16'-611 OFFICE o I OW, X I T-01 " 5„ 6 l/2„ 13'-3 112 " 10'-9" ------------ - -- — - — - — - —DaglNG----------°--------------------- -- ---- E(►T 5'-4'W X 5'-0" WINDOW E)aSTING D(IONG I ENTRY M " N I EXISTING = 5'-4"W X Y -Y' WINDOW A r I ----------------------------------- I I i 2114" 6'-0" 5'-4" 6"019 i 1 PROPOSED FLOOR PLAN: UNIT #10269 - 21500 S.F. GROSS AREA SCALE:114" =1'-0" 990 S.F. GROSS A/C OFFICE AREA ,,, �- n: ' r ' ��� FJ & Jj K LL BUIL JJ ALL GENERAL & SUB -CONTRACTORS TO FIELD VERIFY ALL DIMENSIONS, ELECTRICAL, WATER, SEWER AND GAS SERVICE LOCATIONS. Din I 1 m � - D m .Iml A � p Z Zx'° M < �� _D� `:' D �'` _ .yam. `: ALL WORK MUST COMPLY WITH THE 2017 EDITION (EXPOSURE "C') OF THE FLORIDA BUILDING CODE SECT. !40 MPH WIND LOAD AND THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION g; as D >. c7 m ' o -0C m'BUIL D— UT UNIT#1026 ALL DOOR & WINDOW OPENINGS TO MEET OR EXCEED DESIGN PRESS URE N n OF +40/45 PSF FOR DOORS AND +401-45 PSF FOR WINDOWS "1.0" WIND IMPORTANCE FACTOR IS AND THE BUILDING CATEGORY IS I I (ENCLOSED BUILDING} -{ � ,� m . � m �°� �¢ � �� �RO ECT ADDRESS: 3400 ST.JOHN'S PARKWAY UNIT#1026 SANFORD FLORIDA N } PRESSURE COEFFICIENT IS 0.1$ r N GENERAL CONTRACTOR- COX CONSTRUCTION AND DEVELOPMENT CORP. --A m 11 IL I I { \CAD\Nplan.dgn Dec. 04, 2018 22:58:51 e FIN. CLO. O 0 0 0 0 0 `P ° ADJ. MELAMINE SHELVES N W/ RECESSED K & V ° STDS. & CLIPS CAB. INTERIOR FINISH ° ° TO BE MELAMINE (TYPICAL) FULL HT. SPLASH PL. LAM. FINISH [--IL, LAM, COUNTER ADJ. MELAMINE SHELVES W/ RECESSED K & V ;., STDS. & CLIPS ° CAB. INTERIOR FINISH TO BE MELAMINE ° (TYPICAL) v FIN. FLOOR ('F�Typ. Cab'ta Section SCALD N. T. S, FIN, CLG. CAB. INTERIOR FINISH TO BE MELAMINE Y' (TYPICAL) ADJ. MELAMINE SHELF 4 W/ RECESSED K & V r„ STDS. & CLIPS MICROWAVE SHELF CO -ORD. WITH MFR. TRIM KIT FULL HT. SPLASH PL. LAM. FINISH 21 _i11 PL. LAM, COUNTER N 4 ADJ. MELAMINE SHELVES W/ RECESSED K & V STDS. & CLIPS ° ° CAB. INTERIOR FINISH ° TO BE MELAMINE ° ° (TYPICAL) a FFAN.FEO08R 2 Section @ Microwave SCALE: N.T.S. LIGHT GAGE FRAMING NOTES EXIST MTL, ROOF DECK - RE -FAB ITAL� 3 5/8" MTL STABILIZING CHANNEL @ 48" O,C, TYP: ALTERNATE ANEW MECH DUCT Z NE- -s- EW MECH DUCT A TX T LAYIN ACCOUST, CEILING 2'X T LAYIN ACCOUST, CEILING EXIST MTL, ROOF 5N' MTL STABILI T G CHANNEL 48 0,C. R -I I BATT INSULATION TYP. (9 LU OFFICE o OFFICE3-1 NON A1C WAREHOUSE °o rnit 4 (I) LAYER 3 5025 GA, MTL, STUDS @ 24" O,C, PARTIT ON WALL (1) LAYER I/2" GYP, BD, REGULAR- 112" GYP. BD, REGULAR EA, SIDE - EA, SIDE 3 5/8" 25 GA. MTL CHANNEL TYP, EXIST 4" CONC. SLAB, Q(TYP. INT. PARTITION WALL) 112" = 1'-0" I. FLOOR & CEILING RUNNERS: CHANNEL SHAPED RUNNERS, 3 5/8" WIDE (MIN,)1-I/4" 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 5/8" WIDE (MIN.), 1-I/4" LEGS, 3/8" FOLD BACK RETURNS, FORMED W/ MIN, N0.25 MSG GALV, STEEL SPACED AT 24" O.C. 3, GYPSUM BOARD: I/2" THICK, 4' WIDE, ATTACHED TO STEEL STUDS & FLOOR & CEILING TRACK WI I" LONG, TYPES STEEL SCREWS SPACED 8" O,C, ALONG EDGES OF BOARD & 12" O.C. IN THE FIELD OF BOARDS, JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITES SIDES OF THE ASSEMBLY. METAL STUD GAUGE TABLE HEIGHT GAUGE 0'-0" - 12'-11" 25 G. I3'-0" - 15'-1111 20 G. 16' -Oil - 19'-1111 18 G. 20Ail + 16 G. A. LIGHT GAGE SHALL BE SAME DIMENSION AS CALLED ON ARCHITECTURAL DRAWINGS. B. UNLESS NOTED OTHERWISE, ALL STUDS SHALL BE EQUAL TO A MINIMUM OF 3 5/8 -INCH 25GA. WITH 25GA, TRACK. C. OPTIONAL: A MINIMUM YIELD STRENGTH FOR 16GA. STUDS SHALL BE 50 KSI, ALL TRACK SHALL BE 33 KSI, WIND STRAPS ARE BASED UPON THE USE OF 40,000 PSI FY MIN, D. ALL STUDS, TRACK BRIDGING AND ACCESSORIES SHALL BE FORMED FROM STEEL HAVING A G-60 GALVANIZED COATING MEETING THE REQUIREMENTS OF A.S.T.M. A525. E. BOTH STUD FLANGES MUST BE WELDED TO TRACK AT TOP AND BOTTOM OR ATTACHED W/ #10 TEK SCREWS (MIN. I SCREW EACH FLANGE). ALL WELDS SHALL BE TOUCHED UP WITH ZINC RICH PAINT. F. STUDS SHALL HAVE FULL BEARING AGAINST INSIDE TRACK WEB PRIOR TO ATTACHMENT AT BOTH ENDS. G. ALL STUD TO STUD CONNECTIONS TO BE (4) #10 TEK SCREWS (MIN.) UNLESS NOTED OTHERWISE. H. AT TRACK 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. 1. A MINIMUM OF 10" OF UN -PUNCHED STEEL IS REQUIRED AT BOTH ENDS OF STUDS. J. BRIDGING SHALL BE 1.5" CRC PLACED THROUGH PUNCHOUTS AND WELDED ON BOTH SIDES. BRIDGING IS TO BE SPACED AT NO MORE THAN 4'-0" VERTICALLY AT APPROXIMATELY THE THIRD POINT, CRC BRIDGING IN 6" STUDS REQUIRES A CLIP ANGLE AT EACH CONNECTION LOCATION. AN ALTERNATE BRIDGING TECHNIQUE SHALL BE 15/8"-20GA. STRAPS, SCREW AT ATTACHED TO BOTH FLANGES OF EACH STUD WITH SOLID BLOCKING REQUIRED AT 8'-0" O.C. MAX AND 24" FROM BOTTOM OF PANEL. K. FASTENING OF COMPONENTS SHALL BE WITH SELF -TAPPING SCREWS OF SUFFICIENT SIZE, NUMBER AND SPACING TO DEVELOP CAPACITY OF CONNECTING MEMBERS IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS, WIRE TYING OF COMPONENTS SHALL NOT BE 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. ,..1CAD1Details.dgn Dec. 04, 2018 23:00:10 9 Z 0 9 VINYL BATT ON CEILING TYP, -*-NEW MBCH DUCT ZONE -P- TX 2' LAPIN ACCOUST. CEILING �R-II BATT INSULATION TYP. f� A1C OFFICE AREA z W V 3 5020 GA. MTL. STUDS @ 24" O,C. PARTITION WALL 3 5/8" 20 GA. MTL. CHANNEL TYP. EXIST 4" CONC. SLAB, Q (TYP. INT. PARTITION WALL) 112" = 1'-0" ELEVATION: HC TOILET RM. 11 18" 42" MIN. 1511 5" M I , i - -- - - - , t I Z M 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 Cl) SECTION A -A I. Wall Assembly - The 1,2,3, or 4 hr fire -rated psum wallboard/ stud wall assembly shall be constructed of the materials and in the manner described In the individual U300 or U400 Series Wall or Pard - 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, 4ft. 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 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 n. diam (o smarler) st el electric I 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 copper pipe Is used max F Rati of fires s stem Item 3) is 2 h. teel es or conduits larger t�i n nom q�. �am m�y only be use dSin W9 con- 1? �+sin steel channels studs. A max of one pipe or conduit is permittee in Fe tirestop system. Pipe or ondult Lo bg install�d n9ar center o stuQ cavity width and to be rigidrly supported on bot 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 agress from the wall. Caulk installed sym- metrica y on both sides of walfassembly. Thehourly F Rating of the firestop system is dependent upon the hourly Pre rating of the wall assembl In whlch it Is installed, as shown In the following table. The f}ourl� Rariin� of the fgrostoq %str is d endent u�o� the r1� e or s ze t e Ra,11.q or con uit an t o ouriyi�e rating f t e wa sem- bly In which it is installed, as tabulated below: M Pi Annular F or �Space Rating RaTting Diam In. In. Hr. Hr. I 0to3/16 1 ort 0+, 1 ort I I/4 to 1/2 3or4 3or4 4 Oto 1-1/2 1 ort 0 6 1/4 to 1/2 3 oro 0 12 3/I6 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 KNEE CLEARANCE DETAIL: HC LAVATORY NO E SPOUT HEIGHT 'I. M", 64' PLAN OPT- I : HC TOILET RM. & KNEE CLEARANCE ADA HC DETAILS (TYPICAL): 112" = I'-0" DETAILS: HC WATERT DRINKING FOUNTAIN ELEVATION: HC TOILET RM. System No. W -L-3015 (formerly system No. 328) F Ratings - 1 and 2, Hr (See Items 3) T- Ratings - 013/4 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) I IB I ---'A "A 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 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 and 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, 4ft, 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 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 specifled 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 11/16 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 circularo ening In gy sum wallboard, Through penetrating product to be ri idly su portedPon both sides of wall assembly, When installed in I hr ire ratdd wall assembly, T Rating Is 0 hr. When installed in 2 hr fire rated wall assembly, T Rating is 3/4 hr. When 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 wallborad on each side of the wall assembll . A min 5/8 in. thickness of caulk is required for the I hr F Rating. K 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 STANLEY P. HOELLE A R C H I T E C T 1114 MISTLETOE DR. DAYTONA BEACH FLORIDA 32117 386-295-9750 vi O ? V) 0 r. �- d V QQ Z) E a 4 U 0 �zN_jo 0 zu �F Zz o oz �- z 9 u _ �`-'°g0�= u 0ww f 1- - U. W LV ° O'nccD yUp W W O O— i F- 48"MiN. oo�ou�+`-' G�3:O�Z°N U�� m z o0 WEU- 0 0 12 17" -19 I p Z��. U LL��VaOZaCUQU ------ - - - - -- - - - -- -' 1 06 J Z OZ E0� 06 K0® O o zpwTb`�' . e Q� Uj LU U�LL.Z I U_ LU ------------------ 24" MAX. � i V :LEAR FLOOR SPACE Q:j 1Q.1 8 X8 XI6 CMU WALL TYP. R�� ' (IGH 1518" 25 G.A. MTL. STUDS @ 24" O.C. TYP, •�` �-►„�, BACK INSULATION R-4.1 TYP. p - 0 C> aYPSUM BOARD TYP, L.L.`` in I--- :2-0, Q Q 4 alC— �'C�j 0 0 rr �C C -i V cit ® Q V � J W0 W CX_ 1 �. C EXTERIOR WALL DETAIL SCALE: N.T,S. ,r_ 1 i --HO CT. #; 4t t �ny'ro A .' AT DATE: I 1-14-2018 SHEET ## A-3 ; T YVN ESP: S.P.. SCALE: ASNOTED DATE: I 1-14-2018 SHEET ## A-3 (4) (6 (4) HIGH HEADER wAU\metal tramtng aetalls.ggn uec. U4, zUl3 z3:U1:zo I. 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 - 2-4f10 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 (2) 7. #10 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 #10 SCREWS TO STUD AND TRACK 9. 1-#10 SCREWS AT 12" O.C. (3) (2) (1 ) PLAN - JAMB (7) (2) N0TE: 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 SCALE: N.T,S. 0 (3) (4) (2) I 1 I I I � 1 I I I I i I I I WOOD OPTION STEEL OPTION TYPICAL OPTIONAL TOP PL OPTION 1 � ) (4) (4) (4) OPTION 2 ,(7).�.( 2 ) ( 4 ) T T T , , , Z: --I-r T -TT 7 ------- NOTE---___ L (1 ) NOTES : TOP TRACK MAY ALTERNATELY BE SPLICED OVER HIGH HEADER (HEADER UNDER TRACK) WITHOUT STRAP - SCREW OPTION 3 ' 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 (4) 3. TRACK - TRIM WEB AND ATTACH TO KING STUD WITH #10 SCREW EACH SIDE OR USE CLIP STUD AS ALTERNATE -r-rl�---------�+-i 1. 2 X WOOD TOP PLATE - 2 X 4 OVER INTERIOR NON-BEARIN 3 1/2" AND 4" STUDS OR 2 X 6 ---------1+T-------- OVER 6" STUDS - TRACK TO WOOD 4" X 25 GAGE PLATE WITH #10 SCREW AT 24" O.C. AT 24" O.C. - SPLICE OVER STUDS (2) 2. CONTINUOUS TOP PLATE 25 GA (2) STUD AND TRACK WITH 3-#10 SCREW (6) I AT 16" O.C. AS SHOWN +l__ - MATCH WALL STUD WIDTH 3. CONTINIUOUS TOP TRACK -L__-_-' - SPLICE PER TYPICAL DETAILS. I I 4. STEEL STUD WALL NOTES I. TOP PLATE CONSTRUCTION AS SHOWN REQUIRED ONLY WHERE ADDITIONAL KING STUD 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 6" LONG TRACK TIE AT STUD USED AT ALL BEARING WALL WHERE TRUSS OR JOIST DOES NOT ALIGN OVER STUDS. T NON STACKED BEARING SCALE: N.T.S. MIDHEIGHT WITH 2 - #10 SCREWS �(3) 1. SPLICE TRACK BETWEEN STUDS ONLY AT EACH SIDE IF NO LOAD IS STACKED BETWEEN STUDS 2. TOTAL NUMBER OF SCREWS AT EACH VERTICAL STUD FULL HEIGHT 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 (6) OR STRAP TO EACH FLANGE. 6. STEEL STUD (4) BLOCK - TRIM FLANGE AT OPT 2X 7. MINIMUM LENGTH OF SPLICE STRAP SUCH THAT SCREWS ARE 3/4" MIN (5) 1 SPACING AND EDGE DISTANCE IN 2 i ROWS OF SCREWS (1 ) NOTES : TOP TRACK MAY ALTERNATELY BE SPLICED OVER HIGH HEADER (HEADER UNDER TRACK) WITHOUT STRAP - SCREW OPTION 3 ' 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 (4) 3. TRACK - TRIM WEB AND ATTACH TO KING STUD WITH #10 SCREW EACH SIDE OR USE CLIP STUD AS ALTERNATE -r-rl�---------�+-i EXTERIOR AND INTERIOR NON-BEARIN BRACED AND BEARING WALL ---------1+T-------- NOT USED 4" X 25 GAGE (6) (2) AT 24" O.C. I I I I I I I I I (2) I I I I I I I I I I (2) I i 1 i i I I I I (6) I I I I I I I I I I I I +l__ _J_1__ _L -L__-_-' I I 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 �-- ( 5 ) OPEN - 4'-0" MAX NOTE: DETAIL TO BE USED ON NON BEARING WALLS - ONLY WHERE NO HEADER IS SPECIFICALLY NOTED ON PLANS L/ TYP, SMALL OPENING IN NON -LOAD BEARING WALL SCALE: N.T.S. (5) HEADERS (6) -, m (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 SCALE: N,T.S. I. CONTINIUOUS 25 GA TOP TRACK UNLESS NOTED OTHERWISE BEAM USE SIMILAR CONSTRUCTION WHERE / - SPLICE PER TYPICAL DETAIL / NOTE: 2. .STEEL STUD (4) 3. CONTINIUOUS 25 GA BOTTOM TRACK - SPLICE PER TYPICAL TOP TRACK DETAIL ALONG LENGTH OF BRACED WALLS OTHERWISE SPLICE PER GENERAL NOTES 4. #8 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 (5) 6. OPTIONAL WOOD OR STEEL TOP PLATE TO BE USED ON BEARING WALLS WHERE TRUSSES DO NOT ALIGN OVER STUDS - SEE TYPICAL DETAIL k , 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 (6) (2) AT 24" O.C. NOTE: SEE GSN FOR MINIMUM PROPERTIES OF STEEL SECTIONS. T7MMRA"QNMUW_ (6) (6) (2) 1. TRIMMER STUD UNDER HEADER (2) (4) - MATCH ADJACENT WALLS 2. VERTICAL TRACK FULL HEIGHT 3. ADDITIONAL KING STUD I 4. 6" LONG TRACK TIE AT STUD MIDHEIGHT WITH 2 - #10 SCREWS �(3) J _ J AT EACH SIDE 5. VERTICAL STUD FULL HEIGHT 2 STUD AT HEADER 3 OR MORE STUDS AT OPENING 6. #10 SCREW AT 32" O.C. (6) (6) (5)4-_-� (4) I 1 (5) 1 ---f�� i � I I _Ll I.I (4) I - J 2 STUD POST 3 STUD POST PLAN TYP. BUILT-UP STUD AT POST OR IAMB V ) cr tFly WTc` STANLEY P. HOELLE A R C H I T E C T 1114 MISTLETOE DR. DAYTONA BEACH FLORIDA 32117 356-295-9750 Z Z z O N Z 0 0 Q Z vi p 0 0 �o?Z oz --�-UZ9 w O pZ CL m � m > 0 Lu 23 cd u- LL u., w ap Na �Z WJw00 �a �u LLJu V) �jp�0 Z Ov> ��� ;m m� T ,,, aw 0 F- r-zV" G ?�°U o °Uz < p 22 2 � ip j ego 0 p +U �0Q Q O�:'Z a LjLj ® :2;--, - W c� L .. 11c Lj -"`~--� O c� oC ULJ H vi �C Z D Q L� J 1---- W u._r � w C TSS SEAL OqA (C� ITECT. 0 7�4 S C .T DAY 0 A BsAT . X117 tr� WN BY: Sp, "��, SHEET # SCALE: `A�` OTED A!4 _d DATE: I 1-14-2018 n E , E E 0 I 3/a" ALL THREAD HANGER ROD UPPORT EVERY 4' AHU F IILL / 6" VIBRATION SUPPRESSION STRUCTURAL PLY-WONDgqRRYY DDRIP PLATFORM DECK ABOVE CLOSET PAN w/F & SWITCH AHU SUPPORT DETAIL® N.Tec DRAIN CONN. (X") CROSS FPT MINIMUM CLEANOUT DRAIN PAN PLUG 2" MIN. I PITCH SO VA L E 1" GREATER THAN TSP. CONDENSATE TRAP NOT TO SCALE CONDENSING UNIT MANUFACTURER TRANE/AMERICAN STANDARD MODEL NUMBER 4TTB4036E 3 TON (S)EER / HSPF/CDP 15/1 TOT/SEN/LAT/MBTU 60/45/15 VOLTAGE / PHASE 208-240/3 MIN. BRANCH CIR. AMPS 25 MAX. BREAKER AMPS 30 CU NUMBER 1 AIR HANDLING UNIT (MANUFACTURER TRANE/AMERICAN STANDARD MODEL NUMBER 4TEE3F36 3 TON 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 YES T -STAT %T OMOuN7EDDW S AHU NUMBER 1 WEIGHT 211 LB NOTE: GRILLS & REGISTERS HART & SECURE TO STRUCTURE WITH MASTIC ALL SPIN -IN FITTING POWDER ACTUATED FASTNER OR JOINTS AT WITH SCOOP AND SHEET METAL SCREW CLOSURE VOLUME DAMPER ��— ALUM SUPPORT DUCT TO STRUCTURE WITH "--1-1 NONE WHITE /2" THICK 1-1/2" WIDE 240A METAL STRAP. TYPE SUPPLY METAL STRAP RETURN PROVIDE CONCRETE POWDER ACTUATED 5'-0" ON CENTER FILTER FASTNER FOR INSTALLATION IN CONCRTE, AIR FLOW DUCT SHEET METAL SCREWES OR POWDER FLEXPLE CT ACTUATED FASTNER FOR INSTALLATION IN INSULATE SPIN -IN WITH STRUCTURAL STEEL OR JOIST. ALL 1 1/2" THICK INSULATION SUPPLY AIR WITH VAPOR BARRIER LEAVING DUCT DAMPER OPERATOR ACCESSIBLE LEX 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 4TTB4036E 3 TON (S)EER / HSPF/CDP 15/1 TOT/SEN/LAT/MBTU 60/45/15 VOLTAGE / PHASE 208-240/3 MIN. BRANCH CIR. AMPS 25 MAX. BREAKER AMPS 30 CU NUMBER 1 AIR HANDLING UNIT (MANUFACTURER TRANE/AMERICAN STANDARD MODEL NUMBER 4TEE3F36 3 TON 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 YES T -STAT %T OMOuN7EDDW S AHU NUMBER 1 WEIGHT 211 LB NOTE: GRILLS & REGISTERS HART & COOLEY or -STRUCTURAL JOIST OR CONCRETE SLAB MODEL NUMBER HVS-R6 A611 RHF45-T SIZE 24x24 ABOVE 20x2O STEEL ��— ALUM SUPPORT DUCT TO STRUCTURE WITH MSUM NONE WHITE WHITE 1-1/2" WIDE 240A METAL STRAP. TYPE SUPPLY SUPPLY RETURN PROVIDE CONCRETE POWDER ACTUATED w/20x2O FILTER FASTNER FOR INSTALLATION IN CONCRTE, DUCT SHEET METAL SCREWES OR POWDER ACTUATED FASTNER FOR INSTALLATION IN STRUCTURAL STEEL OR JOIST. ALL HORIZONTAL SUPPORTS SHALL BE MIN 5'-0" ON CENTER OR APPROVED BY SMACNA STANDARDS, NON METALLIC DUCT SUPPORT DETAIL NOT TO SCALE CONDENSING UNIT MANUFACTURER TRANE/AMERICAN STANDARD MODEL NUMBER 4TTB4036E 3 TON (S)EER / HSPF/CDP 15/1 TOT/SEN/LAT/MBTU 60/45/15 VOLTAGE / PHASE 208-240/3 MIN. BRANCH CIR. AMPS 25 MAX. BREAKER AMPS 30 CU NUMBER 1 AIR HANDLING UNIT (MANUFACTURER TRANE/AMERICAN STANDARD MODEL NUMBER 4TEE3F36 3 TON 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 YES T -STAT %T OMOuN7EDDW S AHU NUMBER 1 WEIGHT 211 LB NOTE: GRILLS & REGISTERS HART & COOLEY or eqv. MODEL NUMBER HVS-R6 A611 RHF45-T SIZE 24x24 8x4 20x2O STEEL 8" DIAMETER ALUM AGRUCTION R NONE MSUM NONE WHITE WHITE WHITE TYPE SUPPLY SUPPLY RETURN w/20x2O FILTER ,..1CADIHVAC,dgn Dec. 05, 2018 08:50:26 NTE: SUPPLY CFM'S SHALL BALANCE RETURN CFM'S MECHANICAL. SYMB. ®MECH. SUPPLYIDIFFUSER (24"x24") ® MECH. SUPPLY (12" x 8") EXHAUST FAN FAN SUPPLY MAIN DUCT LINE SUPPLY FLEX DUCT LINE RETURN FLEX DUCT LINE — - RETURN MAIN DUCT LINE MECH, RETURN (24'x 24') FLEX DUCT SIZING SCHEDULE CFM RANGE FLEX DUCT DIAMETER 0.30 4" DIAMETER 31.60 5" DIAMETER 61.100 6" DIAMETER 101.150 T' DIAMETER 151.200 8" DIAMETER 201.300 9" DIAMETER 301.400 10" DIAMETER 401.600 12" DIAMETER 601.900 14" DIAMETER A. FROM OUTSIDE RYIER VENT WITH SCREEN ND BACK DRAFT DAMPER HALL NOT BE INSTALLED. SULATE ALL DRAIN LINES 0 CONDENSATE TO OUTSIDE NDSCAPING. . WALL 100 CFM u QW o a (1) 3 TON A/C SYSTEM FRESH AIR CALCULATION: 990.F. X 0.06 CFM = 60 CFM 13 PERSONS X 5 CFM = 65 CFM TOTAL OUTSIDE AIR = 125 CFM SUPPLY AIR CFM : 1,200 CFM EXHAUST AIR CFM = 100 CFM SUPPLY AIR CFM = 1,075 CFM BALANCE AIR CFM = 25 CFM 125 CFM Q.A. AIR BALANCE SCHEMATIC; N,T,S, �V � ANCHOR CLIPS THIS DETAIL WILL WITHSTAND USE2 SIMPSON: A21 ANGLES 140 MPH UPLIFTIWINDLOAD PER I E OF UNIT S8) TOTAL (18GA) ATTACH: USING # x I.112 S,S. SHEET MTL, SCREWS TO BASE OF EXTERIOR EQUIPMENT: TIE DOWN COMPRESSOR. ATTACH TO CONC, A/C DETAIL N.T,S PAD/SLAB USING 3116"x2.114" TO CONC, EACH A21 CONNECTOR REQUIRES (2) #14x1.112" SHEET MTL SCREWS & (2) 3116"4.114" TAPLONS, 3/8" HANGER ROD TO STRUCTURE COIL SECTION SUPPLY AIR s_iI�o RETURN DRAIN PAN EXTEND 2" UNIT TO�� BEYOND AHU 1.5"-2" ANGLE STAND ON 4 SUPPORT FOAM BLOCKS IN SAFETY PAN FLOAT SWITCH CAP FOR HOSE CONNECTIO TYPICAL_ SUSPENDED AHU & FANCO I L DETAIL_ NOT TO SCALE NOTE: CONTRACTOR SHALL PROVIDE TEST AND BALANCE SMOKE R EDWARD HVAC NOTES: MANUFACTURER EDWARD or EDV. REPORT FOR FINAL MECHANCIAL INSPECTION MODEL NUMBER2435P FPM 300 - 4000 1) ALL DUCTS TO BE INSTALLED PER SMACNA DUCT STANDARDS AND LOCAL CODES 2455-R 2) DUCT BOARD WSYMBOLILL BE I I/2" R-6 RIDGID BOARD, EXHAUST EQI PMENT 3) FELX DUCT WILL BE SILVER R-6 VALUE MANUFACTURER BRDAN 4) INSTALL DIGITIAL T -STATS, AND MOUNT THERMOSTAT 5'-0" A.F.F. MODEL NUMBER 688 5) ARCHITECT'S AFFADAVIT RE.; SUSPENDED AHU FROM EXIST, STRUCTURAL MEMBERS; CFM/STATIC PRESSURE 50/.1 UPON EVALUATION, EXISTING STRUCTURE IS CAPABLE OF SUPPORT OF SUSPENDED AHU AS DEPICTED, CONSTRUCTION STEEL VOLTAGE /PHASE 115/1 6) TRANSFER DUCTS FOR RETURN AIR TO COMPLY W/ SECTION 601,4 FBCM. WATTAGE/AMPS 57/.5 7) CROSS-SECTIONAL AREAS OF TRANSFER DUCTS TO BE AT LEAST I-1/2 TIMES CROSS-SECTIONAL AREA MAX. BREAKER AMPS N/A OF S.A. DUCTS ENTERING ROOMS CINL URB BINE DUCT ADAPTER N/A 8. VOLUME DAMPER TO BE INSTALLED ON FRESH AIR DUCT TO REGULATE VOLUME OF FRESH AIR ENTERING BUILDING EF # 1-2 NOTE: CONTRACTOR TO INSTALL AHU UNIT ACCORDING TO MANUF. SPECS, volume damper to be installed on the fresh air duct in to regulate volume of fresh air entering building. I I II II II I I �I II I I NOTE; NO AIC IN OPEN WAREHOUSE AREA I� � II � II II Lj_ II II (I FROM UTSIDE 8 I 1125 CFM �- --NEW 3 TON / AHU 1.200 CFM ►j�►� F911 910411 (2) 50 CFM EXHAUST FAN'S V.T,R.. MI� C� RM ftf IF 0 J NNM MECHANICAL HVAC DUCT PLAN: SCALE: 3116" = I'.0" STANLEY P. HOELLE A R C H I T E C T 1114 MISTLETOE DR. DAYTONA BEACH FLORIDA 32117 386-'195-9750 LU z = z O V O =~ Lwu a Z V Z O LU E Q oo�Q0 o� P Z Z ° a z_ Z �oz�oyLu �9 > J O O= _ m QW F-' £ w Q O w w�Q�p�LLF- "w ^ `r- W K a OcnoF- F- Nbd0O �2LU 'Ln OOpMpOy- z ON U� �L rzN coo CD UV) U 3 Owe z C6 ce �LUUaQ Q o=UQ U Old Cl¢ - u. E2 Q a LL. � rLi�Lp2o° W W ' O W = O � � C7V�F-0 C) + Z U �wj LL 0QQOLL �6!�'( Lj.-j V U Q"""q czs GSC Z ILJ.J O C)CJ 1r® � Z c� Q QQ O 0 J w w 0 Z Aft �s ABT 6T RCH • p�E 1 0s A BEACH TOA 3211 ! ' DRAW':,,' _ �C # CHECKED B'� SCALE: AS NOTED M„ DATE: I 1-14-2018 1 E A.V.V. 2" SINK )1/2" A.V.V. IN TA,NT\` V.T.R. H.W. \II /2" I I I I J I I I A'V'V' I 3/4;:," 211 I /- HAND 13 1" �- SINK I 2„ �1 /2" I � i IN TANT H.W. \�I /2" 1 ADA / � I D.F. REF.` `'� 3/411, ; if REF., 1 /2 LAV. I Imo'IN, < /2 NsT,�NT 1\ y LAVA,/' 3.. 11311 H.W. \�I /2" i 't S / cp W.C. 10 W.C. 3/4"` 311 EAST I I SANITARYSEWERVENT SCALE: N.T.S. /-/"J EXIST 4 COLD & HOT WATER „ / 41. RISER DIAGRAMS ----- HOT WATER CPVC --------- COLD WATER CPVC SANITARY SEWER LINE PLUMBING NOTES: 1) OCCUPANT LOAD AS PER SECTION 403 F.B.C.P. JMAXIMUM DISTANCE OF FIXTURE TRAP FROM ENT 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) N/A 8) WATER HAMMER ARRESTOR SHALL BE INSTALLED WHERE QUICK CLOSING VALVE ARE UTILIZED AS PER SECTION 604.9 F.B.C.P. 9) WHERE CLEANOUTS REQUIRED FOR SANITARY AND STORM DRAIN BASE OF EACH WASTE OR SOIL STACK AS PER SECTION 708 F.B.C.P. 10) TRAP PRIME FOR FLOOR DRAIN AND FLOOR SINKS AS PER SECTION 1002.4 F.B.C.P. krl A n%0l. ..,•, k; 14 n,.-, nr. 7nl0 4n•110 A0 PLUMBING FIXTURE SCHEDULE WC WATER CLOSET W.C. AMERICAN STANDARD 2998 - 012 A.D.A.- COMPLIANT SERVICE SINK AMERICAN STANDARD 2399 - 012 ELONGATED 2 BEMIS 1955C SEAT OPEN FRONT LESS COVER LAV LAVATO RY AMERICAN STANDARD 0355 - 012 A.D.A.- COMPLIANT LAVATORY AMERICAN STANDARD 2175 A.D.A.- COMPLIANT SINGLE -LEVER FAUCET 2 TRU BRO 102W TRAP WRAP D.F. D.F. ADA LO 0 ELKAY 2 MODEL LR -1722 (OR SIMILAR) SER, LAUNDRY. TUB MOP MODEL MUSKEY 19F (OR SIMILAR) GENERAL NOTES I. 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 6.5 WOMEN-----�m AND 6.5 MEN TOTAL FIXTURES---> WE HAVE CURRENT TOTAL FIXTURES —> REQUIRED AS PER TABLE 403.1 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 2 2 1 I 1 2 2 1 1 0 2 2 1 i VACUUM RELIEF VALVE -_ CHECK VALVE THERMOMETER SHUT-OFF VALVE (TYP.--)"' HOT WATER OUTLET TEMP. & PRESSURE------. RELIEF VALVE PIPE 3/4" RELIE _ VLV. DISCHARGE TO PAN DRAIN PIPE 1" PAN DRAIN TO OUTSIDE LANDSCAPING Ln Ln Q rivr 31 REF, —SIN- W.C. I- - - HI -L0 D.F. LAV. WC. 3'• / bo STUB -U 7ECXPCOLD WATER SERVICE EXIST I' ANSION HOT WATER SUPPLY Wrxft,AOTERNNCPV� ,�___"_ _____________EXIST UNDER GRQUND COLD WATER LINE -_____�J[��T UNDER4., TANK EXIST UNDER GROUND SANITARY SEWER LINE EXP -1) I STuaue 25'-0" —COLD WATER INLET 45 GAL W.H. 9 � U. OR 9 DRAIN VALVE o ,,,--TANK �- SAFETY PAN Q ELECTRIC WATER HEATER DETAIL FOR OPTIONAL USE: NTS 1. 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. S. 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. PLUMBING PLAN: WITH ISOMETRIC PLUMBING RISER DIAGRAMS SCALE: 1/4" = I'•0" STANLEY P. HOELLE A R C H I T E C T 1114 MISTLETOE DR. DAYTONA BEACH FLORIDA 32117 366-295--9750 V O� N z O Z u 7) n- ° Lu E �Q� t2 H W °zV)g00�a6 F z u° a z Z z- a0Z 9 - -1 a. q WLU go°U. "- 0V10 W i LnZ C4 0 Owu N �o j^+-- u � Z az � co (a0 Cb ce °m¢ o °vQ u i LL �SLLFE- W z �°Lno �2@ ��Oz 0 L (n ui W c�W� oo+Zu cz- Li c�C Z �..�� O w -;� LA_ -- �-�CDC:: � a p� �, W ♦ O ci Q Qc) F--; U c� oC L� Z � O Q � WW Q W ' SEAL 164, DAYT A T SCALE: AS NOTED P - DATE; I 1-14-2018 iN STIR TO FIT 1. TRIt7'W (11 l2) 1• 2 X MIW TUP PLATE - 2 % 4 OVEN 3 IR AND4' STUDS OR 2 % 6 211X4" CONT.Z TO PERT lCA1 TRACK WITH "FRIUWS AT 32' D.C. MAX 461 EAUJIVE - Imo_ ' I I ' OVER6' SIUD5 - TRACT( TO WOW PLAFE 11 TN 41O SCREW AT 24' D.C. -SPLICE OVER STLOS I71� O I BEARING WALL 2 UE UL HEIGHT STUB MINIMUM STUDS @ 16" O.C. TYP" 2. CONTINUOUS IUP PLATE 25 CA �t YES -SPRINKLED FUN 'M 1405 GREATER THAN 4'-0' (11 AlUF11CNAL FULL HEIGHT SAWS AS NEWT D FOR BRACED WALL OR ' I I I O p) 0 171 I U STUD AND TRACK WITH J -MO SCREW AF 16' O.C. AS SHOWN - MATCH WALL SIGH WIDTH f 161 111 1• CRIPPLE WALL WRTRUCTIUtI 70 WATCH ADJACENT r � YEN I - ATTACH DOILT-UP PER TYPICAL DETAIL I 3. COXTINWWS TOP HACK \- 121 MLL5 STUDS II I -SPLICE PER TYPICAL DETAILS. L 2. STEEL HEADER PER PLAN `7- l91 3. VERTICAL TRACK (KING 51801 FULL HEIGHT 1 I 1, STEEL SFA WALL 171 J. CONTINUOUS TRACK M.D. 30 MINS INTEKOCK MOTION S_z YES-SPRINKLERED _ LEGEND {" 4. STEEL HEARER PER FLAN TO FIT WITHIN I m 1 111 o - 1. 2 -410 5111115 AT 21' 1.1• VERTICAL TRACK AS SHORAN - 2-n10 I 1RErs Ar Y4' O.C. IUP ANU WIIW I I I Ln I( -Isl 5. 1-410 SCREW AT 12' D.C. - SEE IYPICAL HEADER DETAIL �- 151 5. CRIPPLE WILL COXS1NUtT1ON TO MATCH AN HE WALLS 1 1 I I I I N"TFSY I. IUP PLATE CONSTRUCTION AS SHOWN REWITEO DNLT WHERE TRUSSES OR JD15T W IAT ALIGN OYER SERBS AT BEARING WALLS 151- �(3, (31 6• STIFFENER AT BEARING STIFFENER OF STUD U1 TRACK. SAME SIZE AND WAGE AS HEADER. 6'-180" BI I 6. M WOOS TOP TRACK 1 0 I 1 0 1 Z. W RATE CONSTRUCTION MAY I I 111 11, MAX NIY A%EFENEfl FLUSH WITH HEADER FLANGE 2-M1f0 SCREW I I I I NTT BE SHOWN I TOP AND DOTTUI AND 6' MAX O.C. 12) 1. 410 $CLEWS AT 2' O.C. -TRACK N R'DESAILS D OTHER DETAILS WT SHALL BE E USED AT ALL BEARING MALL READER WEB TO STIFFENER. 1"� I HEWER EAW 510E UR JOIST ONES WHERE131 IGH - 6. CLIP SID ATTACK BE USING ■xn YM'IIUN ITL S_�Pflt-" NOT NOT A11GX UYEH SPUDS. O , 3' LONG 5110 ON 2 % 2 % TO OA. % 3' I. µWE - 2 .10 SCRE15 TO sru0 AA TRACK I �B TYPICAL OPTIONAL TOP PLATE AT NON STACKED BEARING TYPICAL HEADER AND BEAM CONSTRUCT I.1 At0 -III- Kr u' D.c. lfl 131 I. CUII,I,TS5INlUfK15 25 GA TOP TRACH 13! f21 I. SPLICE ]RACK BETWEEN STUDS ONLY TIE HS - U'i"SEE51MILARR CONSTTED TICK WIERE XIIS_IMFvA;T�'I III ---TTI ���111III---111111---111111---111 151 _ if) � 121 111 T - - IF NG LUN) IS STACKED W IWLEJN SIUUS 2. TOTAL fWHIRSPL) OF SSEE AT EACH BEL SIO" LF SPLICE - SEE TABLE BELOW �. l81 j n � -SPLICE PER TYPICAL DETAIL Z. STEEL STUD 7. CONTINIVUG 25 GA BOTTOM TRACK 161 ltl JJJJ 3. S1EEL SAW 11) (4) - SPLICE PER11PICAL TOP TRACK I p AN -,TAW I (I, I 1• CONTIM A15 TP TRACK 25 GA WIN UNLESS MOTH OTHERWISEI`-J I (� DETAIL ALONG LE14IH OF BRACED WALLS ONENT]SE SPLICE PEI) GENERAL NOTES OPTION1 5. SINGLE 2' X 15 GAUGE STRIP AT TOP 4• 46 SCRE1 WIN EACH SIDE OF TRACK O I 1711 (2) ON SFUP TO EACH RANGE. O -STUDS TO SEAT FIRMLY INTO TRACK AT ALL LOAD BLARING CONDITIONS 111 I 6. STEEL STIR BLOCK - TRIM FUNGE AT OPT 2% 5, IPERICEIIEfULIAL BRIDGING A5 REQUIREDS, T (2) I.YINIMUI LENGIN OF SPLICE SIIW' ISI l61 l4, I 5UUT FIAT SCIIE15 ARE 7/1' WIN SPACING ANDEDGE OISTAFE IN 2 r I 1 6. OPTIMAL WOW ON STEEL TW PLATE TO BE USED ON BWING WALLS THEME I (31 I RUMS IF SIRENS / J TRUSSES W NOT ALIGN OYER SNOS - SEE TYPICAL DETAIL l21 OPTION 2 ,.,, ',! r' f21 t41 LENGTH OF WALL 5CRER EACH IBETTRLN CONNERS SLOE OF SPLIT OYER 30' 16 AG OWER 20' 6.6 l(�/ F� TYPICAL WALL SNOS OTHERWISE ON BANS U E%MU DE AD INTERIOR XUN-0Eµl InACED AND eEARlnc rIu rxWN-NRACEO - rrr r -'- OYER 10' 144 (p (4) Kul US111 LE55 IIUN 10' 2 W6 F NUIE;A.7 TPP TRACK IMV A.TERLUR W 111 (5, SN.ICEU OVEN HION 1EAWn TREATER NY7TE; SFE GSX FOR MINIMUM PROPERTIES ON I (71 U{)ER TRACK) WITHOUT STRAP - MIT 51EEE SECTIONS. 131 ETQTE HEAER-- BE CONSTRUCTED -LOW WHiJ iI EACH 518E U SPLICE PER TABLE - OR !N HEADER RECORDEDY LOT HEADER IWIkW WIDTHAT U'"TING 10' UI LAHCLX nTYPICAL HEADER CONSTRUCTION C TYP. TOP TRACK SPLICE AT EXTERIOR OR BRACED WAkLL �� TYPICAL WALL CONSTRUCTION `n 1. KING SND N MATCH ADJACENT 2. CRIPPLE STUDS TO MATCH AUJACEMT (6) lfi, 121 1, TRIMMER III UNDER HEADER RTU] ADJACENT ]FALLS 111 J. TRACK - TRIM WEB AND ATTACH ]U , 2. VERTICAL TRACK FULL NEIWT KING SIUU WITH M10 SCREW EACH SITE ON USE CLIP STUD AS ALTERNATE I II 3. AWITIONFL KING STUD T 1"FI- - - -1+"T" - - - T+ I- - -I+T -T' ATTACHMENT - SEE TYPICAL HEARER .L1I'u DETAIL 4 . 6' LONG TRACK TIE AT SND WIWEIWT WITH 2 - 410 SCREWS (2) I 12, I 4. COR) INUOUS 7W TRACK AT EACH SIDE I. ADDITIONAL KING STUD WHErE 171 5. VERTICAL SILO FULL HEIGHT SPECIFICALLY NGTLO ON PLANS ON AS 2 STIR AT HEADER 3 ON YULE 5WAT OPENING REWIRED FIA BRACED WALL. 6. no SCREW AT 32' O.C. 1 I 116, I 6. ALTERNATE CLIP 5TUO ATTACHNIAT - SEE TYPICAL HEADER DETAIL (5) 16) _--_LL---u I 171 I [,,1 I I �(4) IOPEN - 9'-0' MAI( I 2 SILO POST 3 STUD POST NOTE: DETAIL 10 BE USED IN NON BEARING WALLS - ONLY MILNE NO HEADER 15 SPECIFICALLY LATER IN PLANS p TVP. SMALL OPENING IN NON -LOAD BEARING WALL G PLAN TYP. BUILT-UP STUD AT POST OR IAMB Ta�mr LIGHTING/MECH. S I M B. MECH. SUPPLY/DIFFUSER (2411x2411) c� SD SMOKE DETECTION 211X4" CONT.Z TO PLATES TYP. �j Ex EXIT SIGNS W/BATT. BACKUP 2'X4' T-5 6 LIGHT) T-5 SUSPENDED FIXTURE BEARING WALL COMBO STUDS @ 16" O.C. TYP" I 1611 �t YES -SPRINKLED - CHLORIDE EMERGENCY LIGHTING 2'X4' TAMLITE LED TOTAL PEOPLE: 3 COUNT W/ BATT. BACKUP T-8 SUSPENDED FIXTURE $ ONE-WAY SWITCH 1,520 S.F. TOTAL AREA NON -A/C J MAX. DISTANCE OF TRAVEL EXHAUST FAN OCCUPANCY CAPACITY: .2 INCHES PER OCCUPANT X 3 =.6" THREE-WAY SWITCH FAN Y CONSTRUCTION TYPE - 96" FLUOR" SHOP LIGHT MECH, RETURN (24" x 24T) M.D. 30 MINS INTEKOCK MOTION S_z YES-SPRINKLERED OCCUPANCY SENSOR DETECTORS LEGEND WALL MOUNTED WP FLOOD LIGHT o MECH. SUPPLY (8i1 x 4") CONTROLLED BY PHOTOCELL EXIST MTL ROOF DECK WITH R-19 VINYL BATT._ 3 518" MTL STABILIZING CHANNEL c@7i 48" O.C. TYP. ALTERNATE -NO-CEILING- DRY FILES STORAGE R -I I BATT INSULATION TYP. (OPTIONAL) (1) LAYER /� 3 518" 25 GA MTL STUDS CO 24" O.C. PARTITION WALL 112" GYP. BD. REGULAR EA. SIDE / 3 518" 25 G.A. MTL CHANNEL TYP, EXIST 314" STRUCTURAL PLY DECKING TYP, EXIST PRE-Ejq FLOORIOIST E@ 19]1" O.C. TYP, Q AS -BUILT (TYP. INT. PARTITION WALL)N.T.S. E! EC-I-'FZIC--AL "C=> -FES; EXIST CONC. SLAB 0'-0" F.F.E. I. MC WILL BE USED FOR ALL INTERIOR RACEWAYS & WIRING 2, SURFACE MOUNTED CONDUIT WILL BE USED FOR ALL EXTERIOR RACEWAYS, WIRING AND @ FIRE RATED PARTITIONS I. FLOOR & CEILING RUNNERS: CHANNEL SHAPED RUNNERS, 3 50 WIDE (MIN.) 1-1/4" 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 50 WIDE (MIN.), 1- 1/4" LEGS, 3/8" FOLD BACK RETURNS, FORMED W/ MIN. NO. 25 MSG GALV, STEEL SPACED AT 24" O.C. 3. GYPSUM BOARD: 1/2" THICK, T 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. APPLICABLE CODE ELECTRICAL; NEC 2014 EDITION INTERIOR FINISHES CLASS; ! EXITS; 'C' EXIT ACCESS; 'C' OTHER SPACES; 'C' I. S.S. FINISH LEVER, PREMIUM GRADE LEVER ACTION HARDWARE TO BE USED OWNER TO SELECT MANUFACTURE 2. PROVIDE DOOR CLOSER @ ALL BATHROOMS, EXTERIOR DOORS, EGRESS DOORS 3 PANIC HARDWARE IS REQUIRED EXISTING MTL. ROOF AND PURL TO REMAIN AS -IS NZ 6 --NO-CEILING- EXIST UPPER DRY FILE STORAGE AREA I NON. RATED o� 11S.211 1/2" GYPSUM BD. - EXIST 3/4" STRUCTURAL PLY -WD. FLOOR DECKING EXIT MID -POINT 2"X4" --__ DOUBLE 211X4" CONT.Z TO PLATES TYP. EXIT 10' HIGH 2"X4" L04D BEARING WALL WOOD STUDS @ 16" O.C. TYP" A6 Z MID -POINT 2"X4" --__ J w CONT. BLOCKING Q EXIST OFFICE A.D.A: FAC 2017 EDITION LIFE SAFETY: FFPC 2017 EDITION MECHANICAL: FMC 2017 EDITION NON- RATED I 1611 �t YES -SPRINKLED OCCUPANCY GROUP "S-2" STORAGE_ OCCUPANCY: "S-2" STORAGE FILE FOR PRIVATE USE TOTAL PEOPLE: 3 COUNT 1,550 S.F. / 500 S.F. PER PERSON IN S-2 STORAGE AREA = 3 PERSON EXIST t 1l2" GYPSUM BD. ---__ SINGLE 2"X4" P.T. CC BOTTOM PLATE TYP. A `,AS -BUILT LOAD B X. 1) M EXISTING WAREHOUSE STORAGE S•2 OCCUPANCY G WALLMMF SECTION DETAIL: SCALE: 112 -1.m LIFE -SAFETY EGRESS INFORMATION: APPLICABLE CODES LEVEL 2 ALTERATION BUILDING: FBC 2017 EDITION PLUMBING: FPC 2017 EDITION A.D.A: FAC 2017 EDITION LIFE SAFETY: FFPC 2017 EDITION MECHANICAL: FMC 2017 EDITION GAS: FBC 2017 EDITION ELECTRICAL: NEC 2014 EDITION OCCUPANCY GROUP "S-2" STORAGE_ OCCUPANCY: "S-2" STORAGE FILE FOR PRIVATE USE TOTAL PEOPLE: 3 COUNT 1,550 S.F. / 500 S.F. PER PERSON IN S-2 STORAGE AREA = 3 PERSON ,j t 1,520 S.F. TOTAL AREA NON -A/C J MAX. DISTANCE OF TRAVEL TO EXIT = 250'. (ALLOWED) OCCUPANCY CAPACITY: .2 INCHES PER OCCUPANT X 3 =.6" INCHES MIN, REQUIRED PROVIDED EGRESS: (1) 36" EGRESS DOORS = 36" INCHES o CONSTRUCTION TYPE F40,500 ILA INCREASE A ORR TABLE 503 TYPE V -B UNPROTECTED S_z YES-SPRINKLERED LEGEND <- - PATH OF EXIT TRAVEL Ln TRAVEL DISTANCE ORIGIN EXIT DOOR- SINGLE DOOR 34" CLEAR) (0"2)= I PERSON I I FE FIRE EXTINGUISHER EMERG. LIGHTING I I X PROJECT NOTES: BUILDING REQUIRES AN APPROVED FIRE -PROTECTION SPRINKLER SYSTEM DESIGNED BY A LICENSED & CERTIFIED SPRINKLER ENGINEER & INSTALLED BY A LICENCED/CERTIFIED CONTRACTOR 20)-0'1 12'41 20'-0'1 I y cc 10 27'-411 I S�`�y1j 0 I I \I I I 3W�INDOW \ I \ FULL HEIGHT MTL. FRAME WALL TO - UNDERSIDE OF ROOF DECK i I I � I-3X3'FIXED �� I 411 \ ! WINDOW A I of I ----------------- ,__-------I I I \ I I \\ B X' 1 1 t J 047 I 1 T FULL HEIGHT MTL. FRAME WALL TO - I i I - UNDERSIDE OF ROOF DECK Y , , . rn T-8 -f ---- - T-8 I � EXISTUP ER PRIVATE TIEHDRY FILE SIU I GEAREANONWMA/C i- WA KNEE 4' 2 ►P. I, --1,550 S. . GROSS -- I- I ', --SPRINKLER BUILDING-- _ I S-2 FILE ST RAGE AREA 1,550 S.F. / 500 S.F. PER PERSON INI WAREHOUSE AREA = 3 PERSON --NO-CEILING- -3' 8 I - � I WD.-' AIR i 00 �_- T8 I C4 I r -3 --- - - I T-8 -- )DNI IT & ----.�y�XJL- _--� ----� I -- - - - - - - - - - - - - - - - - - - - -- - - ---:LANDING- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------------- - - - - - --- FE -FE EXIST WAREHOUSE AREA S-2 LIFE SAFETY LEGEND NEW EXIT WIILLUM, D(IT SIGN COMBO & PATH OF TRAVEL AREA CALCULATIONS: GROSS TOTAL GROSS AREA; 1,550 SF NUMBER OF TENANTS: I -FULL HEIGHT MTL FRAME WALT_ TO UNDERSIDE OF ROOF DECK Ln -------------_ .X c� Q 1 Ln N 0 zn tI 0- I 0 I CL ,j J F o - I ® c' o Ln C14 I I I I X I I I L_ _ _ _ -, - - - - - - - - - - - - - - - - - - - - - - - - - EXISTING AS -BUILT UPPER FLOOR PLAN: I,SSO SQ. FT. GROSS AREA SCALE: 114" = 1'-0" WITH LIFE SAFETY PLAN AND MINOR ELECTRICAL LIGHTING PLAN STANLEY P. HOELLE A R C H I T E C T 1114 MISTLETOE DR. UAYTONA BEACH FLORIDA 32117 386-295-9750 z i o V L / LIU �/ O = ~ U V U ::) " O F LU Q Q FLU 17- 6 (n. O Z w Q p[ -'O Q �V Q 0 Z (_7 Q Z Z Q X 7° o � c m QU Emo wow w S w v Ow LL F - LL W n LL w O.- pEnaF-W E JAZ h- cn N U Q d- oC (.7 J W O O+ O IOz 0 z QZ' Um Z Q°` o� f.*yC Din � cnO.. o pLilaQ(� o pV E� u'U z IIz0O w.z w �LUU�¢ 0 OCU - U "'Q�„p -j LL 01-1 LUL Z� Q Y 0 a. 00 0U Zu` LU -r "QV) C' �o � L 0u 1~o°vzU) 0< Q 0 0 0 0 �`: CIL- ZZ c W 0 � � 0 0 >< a 0 W_ W 0 Z rzhC [:L-- STAN EY P. HUEL ' ARCHITECT. J7y0! '19 MISTLET E�I --? H 117 DRAWN", CHECKED BY: S.P.H. x- SCALE: AS NOTED DATE REVISED: 12-18-2018 Revision ❑ City of Sanford Response to Comments ❑ Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # Submittal Date Project Address:�SA...�- ��vl�� �DtY►wr� Uv < i t�c�` Contact: a i Ph: -(0 Fax: Email:5��r{_�h�����.c�i^��,Lu.,� Trades encompassed in revision: General description of revision: C] Building ❑ Plumbing Electrical ❑ Mechanical ❑ Life Safety ❑ Waste Water ROUTING INFORMATION Department Approvals ❑ Utilities ❑ Waste Water ❑ Planning ❑ Engineering E❑ Fire re-v"'ention Building Cl CI C Cl Cl C CI O IC C] C HOELLE T E C T 117 38G-295-9750 N O u W Q U z 0 J 00 W {-- 0 z a 0 d L o a u V) Buz W Z w U- V Q � I- n w OU 00 L W W Q J LnLn y ZULn Z re y IL d in 4 7 L� Z in - a � i ■ CD CD C) ®a C-1 k -j aLiu CID 'S SAL W I v kfil . L SHEET # E®I �FOHd • PERMIT APPLICATION DEC 19 2018 Application No: " Ll 1 Documented Construction Value: $ 5000.00 Job Address: 3400 St ; ahns Parkway Sanford. FI 32771 Historic District: Yes [I No® v Parcel ID: 26-19-30-5AE-2900-0000 Residential ❑ Commercial ❑ Type of Work: New ❑ Addition U Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: i tilding n ills for file -tn` Lf) Plan Review Contact Person: Joseph Strada Title: Owner %-.- �`c �'._ D Phone: 877-906-1113 Fax: 407-585-1002 Email:J&ada(c�stradaelectric.com Property Owner Information Name J&K Sanford LLC Phone: 877-906-1113 Street: 215 Clermont Rd. Resident of property?; No City, State Zip: Lake Mary, FL 32746 Contractor Information Name Joseph Strada Phone:. 877-906-1113 Street: 3400 St Johns Parkway Fax: d� ` S KJ — koc)2 City, State Zip: Sanford FL 32771 State License No.: `��C� ��s Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail; Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING - TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT' WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditiouers, etc. • 2"X4" CONT.-` TO 1. 2X WOOD TOP PLATE - 2 X 4 OVER EXIT 10' HIGH 2"X4'1 LOA,D I. Trim" STIR TO FIT WITHIN YERTLCAL IRAQ WITH (1) (2) ] 1/2' AND 4' ST105 OR 2 X 6 OVER 6' 5TLUS - TRACK TO WOW T-5 2'X4' T-5 6 LIGHT) SUSPENDED FIXTURE 0 NIO MIS AT 32' O.C. YAX ❑ PLATE 11TH N1D SME1 AT 24' O.C. I I I OCCUPANCY: IIS -211 STORAGE FILE FOR PRIVATE USE 161 EACH 51DE DRY FILES - SPLICE OVERSTUDS CHLORIDE EMERGENCY LIGHTING 1,520 S,F, TOTAL AREA NON -A1C STORAGE Q Z ONE FOE! HEIGHT STUD I I 2, CON IN1OU TOP PLATE 25 CA (t1f I I T-8 (11 - THAN 1Y FOR CPENIRGS GREATER THAN D$ AS RECUT UVFL FULL HEIGHT STUD$ A$ PER MED FOR BRACED MALL ON PER FERN - ATTACH DETAIL P I I (� I (J) I I I (71 l,J STUD AM CRACK WITH 71110 SCREY AT 16' U.AS 3X0WI -MATO WALL 5110 EOHi L6M 111 x,,_121 1. MATCH A WALL CONSTRUCTION 70 MATCH ADJACENT MALLS r 311105 PER TYPICAL DETAIL I I ]. CONTINIUWS TOP TRACK - ,PL ICE PFA TYPICAL DETAILS. THREE-WAY SWITCH 2. STEEL HEADER PER PLAN 171 171 ]. YEH MI IHACI( (KING 5TW1 FOIL HEIGHT I I 9. STEEL S1UU PILL (J) J. CONTINUOUS TRACK �I L" 4. ':EEL NEAOEIt PER PLAN TO FIT WITHIN I l41 EXIT DOOR- SINGLE DOOR 34" CLEAR/ (0.2)=1 PERSON M N1D M" AT 24' O•C• OCCUPANCY SENSOR DETECTORS VERTICAL TRACK AS SHOW - 2-910 SCRErs AT 21' O.C. IW AMU BOTTOM I I ~IS) 5• 1-UIO SCREW AT 12' O.C. MECH. SUPPLY (811 x 4") - SEE TYPICAL HEADER DETAIL CONTROLLED BY PHOTOCELL N"TFSI 1. TW IIATE CLNSTRUCTICH A5 151 ISI 5. CRIPPLE JILL T WALRUGTICR TO MATCH ADJACENT MALLS I I I 54M FEWITED ONLY WHERE TRUSSESST OR JOIST OO NOT ALIGN VYEfl SILOS AT MEANING /ALES (1) 11) 6• STIFFUXFA AT ACK' S9 E SIZE OfSFUD ll TRACK'SANE SIZE AND WAGE AS HEADER. 6'-1699 I 6. TOP TRACH I I I �j I 2. ILP PLATE CUBIIUCTINV WAY I /-11111 YAA FAME 2-MFLUSHWITHIIEAOFN FLAIUE 2ANEMR $CREW 8) CONTINUOUS fill IECESSANILT UE SMLM fN D TOP N(D BOTTUI AND 6' YAXO7.Nt0SCF�FWS AT'O.C.-THACXIUOTNEft O DETAILS WT SHALL DE IIEWERWEBTTI5TIFFEIER.HEADER EACH SIDE USED AT ALL BEARINO WALL WHERE MUSS UI JOIST DUES ill 8. CLIP STUD ATIAGHIE"I USING BGM fYll"i STEED OPTION NIT ALIGN OVER 51UU5. , J' Low 5RD 1H Z K 2 X 20 GA. X Q W W I 2 NIO SCflEWS D J' LUNO AMAC -'421#11101 / STUD ALO MACK TYPICAL OPTIONAL TOP PLATE AT NON STACKED BEARING HEADER AND BEAM CONSTRUCTION DATE REVISED: 12-18-2018 B. 1-910 51111PS AT 12' D.C. (DTYPICAL (D Ifl 111 (J) 421LZE I 1. COITINIUUJS 2S CA TOP TRACK Uld. 5 NOTED OTHERWISE SIN LAR CONSTRUCTION WHERE HH HS EAi? {` I 1 (7) 151 (21 (4) I. SPLICE THICK BETWEEN SN05 ONLY 1F NO LOAD IS STACKED BETWEEN STUDS NEIDEAS / BEAM - SPLICE PER TYPICAL DETAIL 2. TOTAL FAIT OF 988 AT EACH 161 Y NQIE; �/ 2• STEEL STUD M In"\ -1 T - - SIDE R SPLICE -SEE TABLE MELON 23 CA BOTTOM TRACK J. CpITLICE 161 ry) JJJJ ` (11 I J. STEEL STUD lfl (U , M K DETAILCALONG LYENGTH OF BRACED I "Ax -,SAW l31 I 4• MIRWS TOP TNACK - 25 CA YIN UNLESS NOTED OTHERWISE GALLS OTHERWISE SPLICE PER GEXLRAL NOTES OPTION 5• SINGLE Z' X 16 OAUOE 5TH AP Al TOP 4. NO SCREW WIN EACH SIDE OF TRACK I l71 'I (21 CHS UP TU EAW FLANGE. TO SCAT FIRMLY INTO TRACK - SILL AT ALL LOAD BEMIXG (4) I 171 I I 6. STEEL STIR BLOCK - TRIM FLANGE AT OPT 2X AS RITIONS 5• BRIDGING A$ REWIRED l51 _ - - - - - 121 PHERER GENERA PER GENERAL NOTE$ (6I (4) I I T. SUCH TI LENGTH OF SPLICE STRAP SUCH THAT SCREGE ANE JR4' NLN SPACING NU EDGE DISTANCE IN 2 ISI D ON W STEEL NAING ATOPLL PLATE 6. TO BE USED TO TCN r I I (J) I flDGS SONS ESSD0 NOT OVERLSNDS"E - SEE TYPICAL UETAIL 21 r fB.IfUi2 LENGTH OF MALL SWErs EACH UF (� TYPICAL WALL STUDS I (21 l41 =1 BETWEENSIDE OF SPL/ OYER 70 10 A6 U UNLESSNOTED 07HEDWISE ON PLANS EXTERIOR AND INTERIOR H04 -BEAR/ BRACED AND OWING JILLXUI-BRAGEB -I T 1-f f- - - DYER 20' 6 u6 WEN 10' 4 A4i l31 -� (4) NUT USED 1' % 25 GAGE r I I LosTHAN 10' 2 N6 151 NOTES: IU' TRACK BE [ SEE GIN FOR YINIYIM PROPERTIES OF 111 I (11 SPL ER IGH HEADER ICOYER NIDI HEADER INSIDER QUER TRACKI WITHOUT STRAP - SCREW STEEL SECTIONS. (JI �I WADER WAY LE CONSTRUCTED HIGH OPTION 7 EFW SIUE ff SPLICE PER TABLE L"H����- T��C�AT�NIN1 09 LOW - LOA HEADER REWIRED LAflGEA IRAN 10 -0 ,.U. AT CPENLNG 10' OR LARGER A TYPICAL HEADER CONSTRUCTION 0 TMP. TOP TRACK SPLICE AT EXTERIOR OR BRACED WALL rs- `F TYPICAL WALL CONSTRUCT ON LE N.I.N I. KING 51110 TO -MI ADJACENT 2. CRIPPLE SIWS IV WATCH ADJACENT l61 161 121 121 („ 1. IRIr4R SILO UNDER HEADER - WTCH ADJACENT WALLS 1. TRACK - THIN OLD AND ATTACH IU KING STUD IIIH NIO SIMI EACH 111- 111 - 2. VERTICAL TRACK FELL HEIGHT 51K OR USE CLIP SILO AS ALTERNATE I I 1• ADDITIUUL KING STUD -r rT C- - - -I r r - - - TT r - - -iq I- ATTACHMENT - SEE TYPICAL HEALER UETAIL I 1. 6' NLUNO TRACK TIE AT STUD ITH 2 - Ah0 SCREWS5. I (2) I 2) I 4. CONTINUOUS TOP TRACK IJ) AT"EACHTS�OE ADDITIONAL KING STUB WHERE 5. VERTICAL STILI FULL HEIWT SPECIFICALLY NOTED ON PLANS OR AS RICO RED FOR BRACED WALL. 2 SILO AT HEADER 1 Ofl IU1+E SILOS AT CPENIIU 8. N10 SCREW AT 32' D.C. I 16) I I I I 6, ALTERNATE CLIP STUD ATTACHMENT - SEE TYPICAL HEADER DETAIL 16) E 11 I I lJl I Lill I I I (IT I I I I N) (5) 2 S1L0 POST J S1W POST NOS DETAIL TO BE USED ON NON BEARING WALLS - ONLY WHERE NO HEADER IS SPECIFICALLY )UTEU W PLANS D TYP. SMALL OPENING IN NON -LOAD BEARING WALL PLAN TYP, BUILT-UP STUD AT POST OR IAMB r� LI G HTI N GIM EC H. SYM B. MECH. SUPPLY/DIFFUSER (2411x241 SD SMOKE DETECTION 2"X4" CONT.-` TO R-I I BATT INSULATION TYP, EXIT 10' HIGH 2"X4'1 LOA,D (OPTIONAL) Ex EXIT SIGNS W/BATT. BACKUP STUDS @ 16" O.C. TYP. T-5 2'X4' T-5 6 LIGHT) SUSPENDED FIXTURE 0 COMBO ❑ RATED I I I OCCUPANCY: IIS -211 STORAGE FILE FOR PRIVATE USE LNEN- SSPRINKLED BI DRY FILES �a CHLORIDE EMERGENCY LIGHTING 1,520 S,F, TOTAL AREA NON -A1C STORAGE Q 2'X4' TAMLITE LED 1/2" GYPSUM BD. W/ BATT. BACKUP INCHES MIN. REQUIRED T-8 SUSPENDED FIXTURE $ ONE-WAY SWITCH TABLE 503 TYPE V -B UNPROTECTED ' (70 EXHAUST FAN 1' THREE-WAY SWITCH LLI FAN 3 5/8"25 GA MTL STUDS @ 24" O.C. PARTITION WALL 1/2" GYP, BO. REGULAR 96" FLUOR. SHOP LIGHT �C MECH. RETURN (24" x 24') M.D. 30 MINS INTERLOCK MOTION EXIT DOOR- SINGLE DOOR 34" CLEAR/ (0.2)=1 PERSON O OCCUPANCY SENSOR DETECTORS 3 5/9' 25 G.A. MTL CHANNEL TYP. WALL MOUNTED WP FLOOD LIGHT o MECH. SUPPLY (811 x 4") CONTROLLED BY PHOTOCELL EXIST MTL, ROOF DECK WITH R-19 VINYL BATT - 3 SIB" MTL STABILIZING CHANNEL @ 48" O.C. ALTERNATE -NO-CEILING- EXIST 314" STRUCTURAL PLY DECKING TYP. EXIST PRE-Ejq FLOOR JOIST (@- 19f " O.C. TYP. Q AS -BUILT (TYP. INT. PARTITION WALL)N.T.S. EXIST CONC. SLAB 0'-0" F.F.E. City of Sanford i Oil and Grease Program Initials & Date ELECT'F�.ICAL NOTES; I. MC WILL BE USED FOR ALL INTERIOR RACEWAYS & WIRING 2. SURFACE MOUNTED CONDUIT WILL BE USED FOR ALL EXTERIOR RACEWAYS, WIRING AND @ FIRE RATED PARTITIONS I. FLOOR & CEILING RUNNERS: CHANNEL SHAPED RUNNERS, 3 5/8" WIDE (MIN.) 1-1/4" LEGS, FORMED FROM MIN. NO 25 MSG GALV, STEEL, ATTACHED TO FLOOR & CEILING WIFASTENERS SPACED 60" O.C. (MAX.) 2. STEEL STUDS: CHANNEL SHAPED, 3 5/8" WIDE (MIN,), 1- 1/4" LEGS, 3/8" FOLD BACK RETURNS, FORMED W/ MIN, NO. 25 MSG GALV. STEEL SPACED AT 24" O,C. 3. GYPSUM BOARD: 1/2" THICK, T 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. Fa n APPLICABLE CODE ELECTRICAL; NEC 2014 EDITION INTERIOR FINISHES CLASS; EXITS; 'C' EXIT ACCESS; 'C' OTHER SPACES; 'C' I. S.S. FINISH LEVER, PREMIUM GRADE LEVER ACTION HARDWARE TO BE USED OWNER TO SELECT MANUFACTURE 2. PGORVI DOORS CLOSER @ ALL BATHROOMS, EXTERIOR DOORS, 3 PANIC HARDWARE IS REQUIRED EXISTING MTL. ROOF AND PURLINS TO REMAIN AS -IS TY --NO-CEILING- EXIST UPPER DRY FILE STORAGE AREA [NON- RATED YES-SPRINKLED"S 2.• 1/2" GYPSUM BD. EXIST 3/4" STRUCTURAL PLY -WD. FLOOR DECKING G. FAMIST OA9.5 DOUBLE 2"X4" CONT.-` TO R-I I BATT INSULATION TYP, EXIT 10' HIGH 2"X4'1 LOA,D (OPTIONAL) WOOD STUDS @ 16" O.C. TYP. MECHANICAL: FMC 2017 EDITION 0 ❑ RATED I I I OCCUPANCY: IIS -211 STORAGE FILE FOR PRIVATE USE LNEN- SSPRINKLED BI DRY FILES + 1,520 S,F, TOTAL AREA NON -A1C STORAGE Q MAX, DISTANCE OF TRAVEL 1/2" GYPSUM BD. OCCUPANCY CAPACITY: ,2 INCHES PER OCCUPANT X 3 =,6" INCHES MIN. REQUIRED PROVIDED EGRESS: (1) 36" EGRESS DOORS = 36" INCHES TYPE=0,,5SOW ALLOWABLE AREA: 13 500 S F X / F450NKLALAAEACONSTRUCTION R TABLE 503 TYPE V -B UNPROTECTED ' LEGEND (1) LAYER LLI <_ - PATH OF EXIT TRAVEL 3 5/8"25 GA MTL STUDS @ 24" O.C. PARTITION WALL 1/2" GYP, BO. REGULAR Z �C EA. SIDE - EXIT DOOR- SINGLE DOOR 34" CLEAR/ (0.2)=1 PERSON O FE FIRE EXTINGUISHERL EMERG. LIGHTING 3 5/9' 25 G.A. MTL CHANNEL TYP. EXIST 314" STRUCTURAL PLY DECKING TYP. EXIST PRE-Ejq FLOOR JOIST (@- 19f " O.C. TYP. Q AS -BUILT (TYP. INT. PARTITION WALL)N.T.S. EXIST CONC. SLAB 0'-0" F.F.E. City of Sanford i Oil and Grease Program Initials & Date ELECT'F�.ICAL NOTES; I. MC WILL BE USED FOR ALL INTERIOR RACEWAYS & WIRING 2. SURFACE MOUNTED CONDUIT WILL BE USED FOR ALL EXTERIOR RACEWAYS, WIRING AND @ FIRE RATED PARTITIONS I. FLOOR & CEILING RUNNERS: CHANNEL SHAPED RUNNERS, 3 5/8" WIDE (MIN.) 1-1/4" LEGS, FORMED FROM MIN. NO 25 MSG GALV, STEEL, ATTACHED TO FLOOR & CEILING WIFASTENERS SPACED 60" O.C. (MAX.) 2. STEEL STUDS: CHANNEL SHAPED, 3 5/8" WIDE (MIN,), 1- 1/4" LEGS, 3/8" FOLD BACK RETURNS, FORMED W/ MIN, NO. 25 MSG GALV. STEEL SPACED AT 24" O,C. 3. GYPSUM BOARD: 1/2" THICK, T 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. Fa n APPLICABLE CODE ELECTRICAL; NEC 2014 EDITION INTERIOR FINISHES CLASS; EXITS; 'C' EXIT ACCESS; 'C' OTHER SPACES; 'C' I. S.S. FINISH LEVER, PREMIUM GRADE LEVER ACTION HARDWARE TO BE USED OWNER TO SELECT MANUFACTURE 2. PGORVI DOORS CLOSER @ ALL BATHROOMS, EXTERIOR DOORS, 3 PANIC HARDWARE IS REQUIRED EXISTING MTL. ROOF AND PURLINS TO REMAIN AS -IS TY --NO-CEILING- EXIST UPPER DRY FILE STORAGE AREA [NON- RATED YES-SPRINKLED"S 2.• 1/2" GYPSUM BD. EXIST 3/4" STRUCTURAL PLY -WD. FLOOR DECKING G. FAMIST OA9.5 DOUBLE 2"X4" CONT.-` TO PLATES TYP, EXIT 10' HIGH 2"X4'1 LOA,D BEARING WALL WOOD STUDS @ 16" O.C. TYP. s App Z LEVEL 2 ALTERATION BUILDING: FBC 2017 EDITION MID -POINT 2"X4"------_ PLUMBING: FPC 2017 EDITION CONT. BLOCKING w o EXIST OFFICE MECHANICAL: FMC 2017 EDITION GAS: FBC 2017 EDITION ❑ RATED I I I OCCUPANCY: IIS -211 STORAGE FILE FOR PRIVATE USE LNEN- SSPRINKLED BI o� + 1,520 S,F, TOTAL AREA NON -A1C EXIST MAX, DISTANCE OF TRAVEL 1/2" GYPSUM BD. SIN LE 2"X4" P.T. CONT BO OM PLATE TYP. EXISTING WAREHOUSE STORAGE 5-2 OCCUPANCY A ``,ASVWBUILT LOAD BEARING WALL- SECTION DETAIL: c. SCALE: 1/2" „.a LIFE -SAFETY EGRESS INFORMATION: APPLICABLE CODES LEVEL 2 ALTERATION BUILDING: FBC 2017 EDITION VVVVV,VVV.ftft.,j PLUMBING: FPC 2017 EDITION A.D.A: FAC 2017 EDITION LIFE SAFETY: FFPC 2017 EDITION r MECHANICAL: FMC 2017 EDITION GAS: FBC 2017 EDITION ELECTRICAL: NEC 2014 EDITION OCCUPANCY GROUP "S-2" STORAGE OCCUPANCY: IIS -211 STORAGE FILE FOR PRIVATE USE TOTAL PEOPLE: 3 COUNT 1,550 S.F.1500 S.F. PER PERSON IN S-2 STORAGE AREA = 3 PERSON + 1,520 S,F, TOTAL AREA NON -A1C MAX, DISTANCE OF TRAVEL TO EXIT = 250'. (ALLOWED) OCCUPANCY CAPACITY: ,2 INCHES PER OCCUPANT X 3 =,6" INCHES MIN. REQUIRED PROVIDED EGRESS: (1) 36" EGRESS DOORS = 36" INCHES TYPE=0,,5SOW ALLOWABLE AREA: 13 500 S F X / F450NKLALAAEACONSTRUCTION R TABLE 503 TYPE V -B UNPROTECTED S-2 YES-SPKINKLEKED LEGEND Il� LLI <_ - PATH OF EXIT TRAVEL O I� Z �C TRAVEL DISTANCE ORIGIN EXIT DOOR- SINGLE DOOR 34" CLEAR/ (0.2)=1 PERSON O FE FIRE EXTINGUISHERL EMERG. LIGHTING PROJECT NOTES: BUILDING REQUIRES AN APPROVED FIRE -PROTECTION SPRINKLER SYSTEM DESIGNED BY A LICENSED &CERTIFIED SPRINKLER ENGINEER 81NSTALLED BY A LICENCED/CERTIFIED CONTRACTOR I 201-011 LIFE SAFETY LEGEND NEW EXIT WIILLUM. EXIT SIGN COMBO & PATH OF TRAVEL AREA CALCULATIONS: GROSS TOTAL GROSS AREA; 1,550 SF NUMBER OF TENANTS: I EXISTING AS -BUILT U 11550 SQ. FT. GROSS AREA WITH LIFE SAFETY PLAN AND MINOR ELECTRICAL LIGHTING PLAN PPER FLOOR PLAN; SCALE: 1/4" = I'-011 LL v 0 cn Z � O -^ U Lu V) U D e- O Lu Lu 1 Q - LU Ir- -C)z 0 o �U Q ❑ Z Z_ ❑ W- M 0 0 W w�°gicc�p L LL -P ii LJJ LL. LU LEL ❑ 0 En O i- Ln Z v~i<uN❑00 Q 0 ❑ F_ LU6 -I" _ UZZI- 0J Z ❑cn {�m Z Q 0' 00 �i-7v)i ®W.'Q O z��o`uOOU cc. c00❑1d,ZLu Z � Q � ?� L < Lei 1 E O E� � cn 0 _jLJ 06 CL U w U QC "- w0 q- CIL: Lu Lu L C7I-j1-� ❑ �Lu ❑� _jw_jLL-0 ZUu Z Q w Q 0 0 0 0 �iLu VVVVV,VVV.ftft.,j r C> � Il� LLI O I� Z �C O Qc) C:) C> C�O �-= U O ® O Q W W CL. / • , STANL P. DELLE, ARCHITECT. 09033�`� 4p 4, MISTCLMEJOr 7 DRAWN^B CHECKED BY: S.P.W. X_ I SCALE: AS NOTED DATE REVISED: 12-18-2018