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800 MAYPORT RD COMM18-0030 COMM PERMITARCHITECTURAL G-1 CODE DATA G-2 LIFE SAFETY PLAN A-1 FLOOR PLAN A-2 REFLECTED CEILING PLAN A-3 POWER PLAN -4 ACCES I I I GUIDELINES A-5 UL ASSEMBLIES A-6 UL ASSEMBLIES MECHANICAL AND DETAILS MECHANICAL NOTES, SCHEDULES, A M1 PLUMBING LB_y_0_TH_E_R_S P-1 PLUMBING PLAN FA FrTRICAI (BY OTHERS E-1 ELECTRICAL PLAN PLUMBING FIXTURE COUNT PER TABLE 403.1 FLORIDA PLUMBING CODE BUSINESS (B) WATER CLOSETS 1 WC PER 25 MALE/FEMALE FOR THE FIRST 50 PEOPLE LAVATORIES 1 LAV PER 40 MALE/FEMALE FOR THE FIRST 80 PEOPLE DRINKING 1 LAV PER 1,000 FOUNTAINS TOTAL OCCUPANT LOAD BUSINESS - 14 7 MALES 7 FEMALES 1 REQUIRED WATERCLOSET 1 REQUIRED LAVATORY SEPARATE FACILITIES NOT REQUIRED FOR U IN EXCEPTION IES WITH A TOTAL OCCUPANT LOAD OF 15 OR LESS (F A SERVICE SINK IS NOT REQUIRED IN NESS T0CCPANCIES .0 FOOTNOTE e) WITH AN OCCUPANT LOAD OF 15 OR LESS(FPC 403 LOCKS ON EXIT DOORS SHALL NOT REQUIRE THE USE OF A KEY, A TOOL OR SPECIAL KNOWLEDGE OR EFFORT FOR OPERATIONFROM EGRESS SIDE IREMENTS OF NFPA 101N7.1.S2.5. THEY MEET THE REQUIREMENTS 2.5 NOTE A: EXIT DOOR TACTILE SIGNAGE READING: EXIT SIGNAGE SHALL COMPLY w/ANSI/CARO A117.1; MOUNT 60 AFF TO CENTERLINE OF SIGN LOCATION OF SIGN SHALL COMPLY WITH FBC-ACCESSIBILITY 703 SIGNS SHALL BE THE RESPONSIBILITY OF THE INDIVIDUAL TENANTS AS PART OF THEIR BUILD -OUTS LeAl III Q THE PROJECT IS A TENANT BUILDOUT FODFI�; AN OFFICE. THE BUILDING "MAYPO T CENTER" ED PERMIT APPROVED BY ATLANTIC BEACH MAY 9, 198ALLEN CONNER, 6CHITECT NOV. 12, 1985 THE DRAWINGS ARE ST THE BUILDING IS CONSTRUCTED OUT OF O RE & -BEARING CMROOFING WALLS, CONCRETE SLAB -ON -GRADE FLOORS, PRE-ENGINEERED METAL BUILDING S FLORIDA BUILDING CODE 6th EDITION (20 7) ION CODE 6th EDITION (ENCOMPASSING THE 2015 EDITIONS OF NFPA 1 & NFPA 10 FLORIDA FIRE PREVENT FLORIDA BUILDING CODE - ACCESSIBILITY' 6th EDITION (2017) FLORIDA BUILDING CODE - EXISTING BUILDING 6th EDITION (2017) THE PROJECT IS AN ALTERATION - I _FVEL 2 (FBC-EB 504.1) OCCUPANCY CLASSIFICATION OF TENAN-11, THE USE OF A BUILDING OR PORTION THIl A SMALL ROOM OR SPACE WITH AN OCCt CONSTRUCTION: FBC SECTION 602.2 - T`/ ALLOWABLE HEIGHTS AND BUILDING ARE MAX. HEIGHT - 40'-0" MAX. STORIES - 2 BASIC ALLOWABLE AREA - 9 TENANT AREA: 1,403 SF TYPE VB - TABLE FBC 601 BUILDING ELEMENT STRUCTURAL FRAME INCLUDING COLUMNS, GIRDERS, BEARING WALLS EXTERIOR INTERIOR NONBEARING WALLS AND PARTITIO EXTERIOR SPACE: BUSINESS (B) FBC 304.1; NFPA 3.3.39, 3.3.190.3 AND CHAPTER 38. REOF FOR FOR OFFICE, PROFESSIONAL OR SERVICE TYPE INDUSTRIES. PANT LOAD OF 50 PEOPLE OR LESS USED FOR ASSEMBLY PURPOSES (303.1.2.1) :)E VB, UNSPRINKLED 43: TABLES 504.3 & 506.2 - TYPE VB, UNSPRINKLED 000 SQ. FT. (BUSINESS - SINGLE STORY) SSES NONBEARING WALLS AND PARTITION13 INTERIOR --------------- FLOOR CONSTRUCTION INCLUDING SUPPORTING BEAMS AN JOISTS ROOF CONSTRUCTION INCLUDING SUPPORTING BEAMS TYPE VB - TABLE FBC 602 FIRE SEPARATION DISTANCE (FT) <5 >5 <10 >10 < 30 > 30 4ND JOISTS TYPE OF CONSTRUCTION ALL OTHERS VB ALL TYPE VB 0 0 0 0 0 0 GROUP B 1 1 0 0 SEPARATED ACCESSORY OCCUPANCIE�I (FBC TABLE 508.4 - NO SPRINKLER SYSTEM): SEPARATION OF A BUSINESS OCC IIIPANCY FROM A MERCANTILE OCCUPANCY - N - NO SEPARATION REQUIRED (NESS OCCUPANCY SEPARATION OF A BUSINESS OCCUPANCY FROM A BUS - N - NO SEPARATION REQUIRED SEPARATED ACCESSORY OCCUPANCIE�i (FLORIDA FIRE PREV A M ECANTO E OCCUPANCYCODE TABLE 6'1.14.4.1(a & b) - NO SPRINKLER SYSTEM}: SEPARATION OF A BUSINESS OCChJPANCY FROM - 2 HOURS WHERE THE BUILDING IS TWO STORIES OR LESS IEIGHT AND THE TOTAL BUILDING SQUARE FOOTAGE IS LESS THAN 10,000 SQUARE FEET, NO SEPARATION IS REQUIRED. OCCUPANT LOAD: MINIMUM OCCUPANT LOAD - FISC TABLE 1004.1.2 (NFPA TABLE 7.3.1.2 & 42.1.7): BUSINESS: 100 SQ FT PER PERSON = 14 OCCUPANTS UNIT (BUSINESS) 1,403 SF 1 100 SF PER PERSON INTERIOR FINISHES: MINIMUM AS REQUIRED BY FBC TABLE: 803.9 (UNSPRINKLED): OCCUPANCY VERTIC L EXITS EXIT ACCESSB ORRIDORS ROOMS & EN COSED SPACES BUSINESS AS REQUIRED BY NFPA 101 TABLE A.1 .2.2: EXIT ACCESS OTHER SPACES OCCUPANCY VERTICAL EXITS A OR B A, B OR C BUSINESS A OR B CLASS A INTERIOR WALL AND CEILING FINISH � FLAME SMOKEDEVELOPED DEVELOPED 0-450 CLASS B INTERIOR WALL AND CEILING FINISH FLAME SPREAD 26-75S; CLASS C INTERIOR WALL AND CEILING FINISH - FLAME SPREAD 76-200; SMOKE DEVELOPED 0-450 CLASS I INTERIOR FLOOR FI ISH - CRITICAL RADIANT FLUX, NOT LESS THAN 0.45 W/cm2 CLASS II INTERIOR FLOOR FINISH - CRITICAL RSADI ANT FLUX, AN 0.45 W/c OT MORE THAN 0.22 W/cm2 BUT MEANS OF EGRESS: MAXIMUM TRAVEL DISTANCE, DEAD END LENGTH, EXIT AND MEANS OF EGRESS WIDTH: FBC 1405.3.1 & 1805.3.2 & TABLE 1017.2; NFPA TABLE A.7.6. : MAXIMUM TRAVEL DISTANCE TO EXIT (UNSPRINKLED): 200 FT; NFPA 101 - 200 FT (BUSINESS - NFPA 38.2.6.1) MAXIMUM DEAD END CORR0OR LENGTH (UNSPRINKLED): 20 FT; (FBC 1020.4) NFPA 101 -20 FT (BUSINESS) OTHER EGRESS COMPONENTS (WIDTH PER PERSON SERVED) : LEVEL = .02" (0.2" xl 14 OCCUPANTS= 2.8" REQUIRED) MINIMUM CORRIDOR AISLE IDTH: 44" (FBC TABLE 1020.2) MINIMUM CORRIDOR AISLE VIDTH: 36" (FBC 1020.2; LESS THAN 30 PEOPLE) O MINIMUM CLEAR WIDTH OPENING OF EXITDO LOA LESS THAN 30 & WTSPRINKLERPERSONS)SON= 160 OUT A COMMON PATH OF TRAVEL: 75 FT; OCCUPANT SYSTEM (FBC TABL�" 1006.2.1); NFPA 101 - 75 FT (BUISINESS) DOORS SHALL SWING IN TH�: DIRECTION OF EGRESS EXCEPT WHEN SERVING AN OCCUPANT LOAD OF LESS THAN 50 (FBC 1010.1.2.1) CORRIDOR FIRE-RESISTAN E RATING: HOURS OR FIRE RATING WITH LESS THAN 30 PEOPLE & WITHOUT A SPRINKLER SYSTEM (FBC 1020.1) 160P INDICATES EXIT OR E�KIT ACCESS, NUMBER OF 32" PERSONS EGRESS CLEAR �N DING AT EXIT OR TH AT DOORS) ACCESS, AND .�. LFIRNEXTING MPLE EGRESS T VEL PATH AND DISTANCE . UL ONE HOUR 'IRE WALL UL DESIGN U419 ASSEMBLY) UISHER (UL RATING 3A-40B:C) 5 LB MULTIPURPOSE DRY CHEMICAL EQUAL TO BADGER MODEL #5MB-6H (A KIDDE COMPANY) FIRE EXTINGUISHERSSHALL BE CERTIFIED BY A LICENSE FIRE PROTECTION COMPANY FIRE EXTINGUISHERS SHALL BE INSTALLED BY TENANTS IN THEIR LEASED SPACES CLASS A FIRES (ORDIINARY COMBUSTIBLE MATERIALS SUCH AS WOOD, CLOTH, PAPER RUBBER AND MANY PLASTICS) CLASS B FIRES (LIQU'',DS, TARS, OILS, GASES) CLASS C FIRES (ELE',TRICAL EQUIPMENT) MAXIMUM FLOOR AR I:A PER UNIT OF A = 1,500 SF MAXIMUM FLOOR AR :A PER 2A UNIT = 3,000 SF MAXIMUM TRAVEL DIMAXIMUM FLOOR AREA PEREEXT NGU SHERTO ANU ISH 250 SF FT OVERALL BUILDING PLAN Q SCALE: N.T.S. STREET MAP SCALE: N.T.S. SITE VICINITY PLAN Q SCALE'. N.T.S. .4 4A DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS, THESE EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN GINEERS,,IINC THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSE o COUNTER 4 REFRIGERATOR ♦ ROOM ♦ 107 ROOM 101 *0 ElKiAuiWLEwasimllm LO DF Ell 777 ROOM 102 FROOM 103 LIFE SAFETY PLAN. SCALE: 1/4"= 11-011 L of' 1 11, U -7-m 5b �ROOM 1041 ROOM 106 IROOM 105 160P 3211 NOTE A O co Q o C6 < 1:1 w IN N CIO U) 0 aC w 0 6 S2 T z El cd = o El El 1:1 El IN N CIO d ao 0 6 0 z El cd = o Q. < w w ui z W 0 co a) C/) W 06 V) rnO C) C-4 C) Lf) w (D U) z a) 0 Z co LclQ 60 Z 0 Lu LLJ04 m CID ou) _j 0 u =3 U) - 0 © UD UA u .. m U) a) a4- a) z 4- m a) a) M 00 CDC3) M cr- W= m > <=Coco 15; q q a) di (.) m a) c/) _0 = c 0 a. ON IN c"! C) L) 14, It "O'D 00 0 _O _O u- u - LL U) W cf) (D IN N CIO 5Q ao 0 6 of 0 -j 0LL 5 Z co -J 0 = o Q. < w w ui z 0 co z 06 < U) z Lu 0 c/) z 5 z c/) a. 0 u- LL c/) LLJ u- Lu co 6j F - w cf) Ow z DRAWN BY: CAS CHECKED BY: CAS DATE: 11-05-18 0xA%4 G DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT. 0 F LIGHTING SCHEDULE r 2X4 LAY IN FIXTURE fq 2X2 LAY IN FIXTURE GENERAL NOTES 1. SWING & FORCED OPEN DOORS SHALL M 7.2.1.4 REQUIREMENTS FLORIDAMENTS OF BUILDING LIFE SAFETY 6th CODE IO AS FOUND IN THE FLORIDA FIRE PREVENTION CODE 6th EDITION CH 2. SELF CLOSING DEVICES SHALL BE PROVIDED ON DOORS IN A MEANS OF EGRESS AND SHALL MEET THE REQUIREMENTS OF THE NFPA LIFE SAFETY CODE (LATEST EDITION) CHAPTER 7.2.1.8 AND THE FLORIDA FIRE PREVENTION CODE 5th EDITION. 3. THIS BUILDING WILL BE A NONSMOKING FACILITY. 4. ALL WORK SHALL BE IN COMPLIANCE WITH THE BUILDING CODES, RECOGNIZED INDUSTRY STANDARDS, CRAFTSMANSHIP STANDARDS IN THE AREA, AND ALL MANUFACTURER'S RECOMMENDATIONS. 5. FLOOR FINISHES ON BOTH SIDES OF A DOOR SHALL BE LEVEL FOR A DISTANCE EQUAL TO THE WIDTH OF THE WIDEST SINGLE DOOR (DOOR ON BOTH SIDES). 6. GENERAL CONTRACTOR SHALL PROVIDE FLORIDA PRODUCT APPROVAL NOTICES FOR ALL COMPONENTS AND CLADDING ON THE EXTERIOR OF THE BUILDING. 7. FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION, REPORT ANY AND ALL DISCREPANCIES TO THE ARCHITECT/ENGINEER. ALL FIRE -RESISTANT -RATED WALLS (AND CORRESPONDING FIRE-RESISTANT RATINGS) 8. CONTRACTOR SHALL PERMANENTLY IDENTIFY INCLUDING FIRE BARRIER WALLS, SMOKE BARRIER WALLS, FIRE PARTITIONS, FIRE WALLS, AND SHAFT ENCLOSURES EITHER BY INSTALLING SIGNS OR BY STENCILING IN CONCEALED SPACES THE FOLLOWING: ( ) HOUR FIRE AND SMOKE RATED BARRIER - PROTECT ALL OPENINGS. IDENTIFICATION SHALL BE SPACED NO MORE THAN TWELVE (12) FEET ON CENTER WITH A MINIMUM LETTER SIZE OF TWO (2) INCHES IN HEIGHT ON A CONTRASTING BACKGROUND 9. DO NOT SCALE DRAFTING, REPORT ERRORS IN DIMENSIONING TO ARCHITECT BEFORE PROCEEDING WITH WORK. \ 10. DIMENSIONS NOTED AS "CLEAR" ARE FROM FACE OF GYPSUM WALLBOARD TO GYPSf M WALLBOARD. 1X4 SURFACE MOUNT FIXTURE m AWATo EXIT / EMERGENCY COMBO LIGHT W EMERGENCY LIGHT ■ �� (h N N NEW LIGHT SWITCH (3 = 3 WAY) 0 EXISTING FIXTURE TO Ns Tu 0 REMAIN � W EXISTING FIXTURE TO c) CD 0 REMAIN 0 _ am awe] F, QW m m REMOVE (� EXISTING LIGHT SWITCH o cW G zmN zCa W M o �� <�..�c NEW ' :' �. ©OU W ❑NDENSIN ; • �-. a `' t 4 •,. : { ,i. :•., t • ti°\'' UNIT • ,` I.._ .� y•; ti. " IID • ��a, m� � W= Q>00 mOmn • �XiS`TINCr' 8' tlf yWALt�.' 0 in EXISTING Lc) O tT 't : �, •! .�,��G , '•• OR ❑NDENSIN -a -a i „, . :', : , :,' '... ca M-)0) � UNIT , .,..: ,,.'..•: :;. Xi TING LL, I— � H o H w C/) z 0 F LIGHTING SCHEDULE r 2X4 LAY IN FIXTURE fq 2X2 LAY IN FIXTURE GENERAL NOTES 1. SWING & FORCED OPEN DOORS SHALL M 7.2.1.4 REQUIREMENTS FLORIDAMENTS OF BUILDING LIFE SAFETY 6th CODE IO AS FOUND IN THE FLORIDA FIRE PREVENTION CODE 6th EDITION CH 2. SELF CLOSING DEVICES SHALL BE PROVIDED ON DOORS IN A MEANS OF EGRESS AND SHALL MEET THE REQUIREMENTS OF THE NFPA LIFE SAFETY CODE (LATEST EDITION) CHAPTER 7.2.1.8 AND THE FLORIDA FIRE PREVENTION CODE 5th EDITION. 3. THIS BUILDING WILL BE A NONSMOKING FACILITY. 4. ALL WORK SHALL BE IN COMPLIANCE WITH THE BUILDING CODES, RECOGNIZED INDUSTRY STANDARDS, CRAFTSMANSHIP STANDARDS IN THE AREA, AND ALL MANUFACTURER'S RECOMMENDATIONS. 5. FLOOR FINISHES ON BOTH SIDES OF A DOOR SHALL BE LEVEL FOR A DISTANCE EQUAL TO THE WIDTH OF THE WIDEST SINGLE DOOR (DOOR ON BOTH SIDES). 6. GENERAL CONTRACTOR SHALL PROVIDE FLORIDA PRODUCT APPROVAL NOTICES FOR ALL COMPONENTS AND CLADDING ON THE EXTERIOR OF THE BUILDING. 7. FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION, REPORT ANY AND ALL DISCREPANCIES TO THE ARCHITECT/ENGINEER. ALL FIRE -RESISTANT -RATED WALLS (AND CORRESPONDING FIRE-RESISTANT RATINGS) 8. CONTRACTOR SHALL PERMANENTLY IDENTIFY INCLUDING FIRE BARRIER WALLS, SMOKE BARRIER WALLS, FIRE PARTITIONS, FIRE WALLS, AND SHAFT ENCLOSURES EITHER BY INSTALLING SIGNS OR BY STENCILING IN CONCEALED SPACES THE FOLLOWING: ( ) HOUR FIRE AND SMOKE RATED BARRIER - PROTECT ALL OPENINGS. IDENTIFICATION SHALL BE SPACED NO MORE THAN TWELVE (12) FEET ON CENTER WITH A MINIMUM LETTER SIZE OF TWO (2) INCHES IN HEIGHT ON A CONTRASTING BACKGROUND 9. DO NOT SCALE DRAFTING, REPORT ERRORS IN DIMENSIONING TO ARCHITECT BEFORE PROCEEDING WITH WORK. \ 10. DIMENSIONS NOTED AS "CLEAR" ARE FROM FACE OF GYPSUM WALLBOARD TO GYPSf M WALLBOARD. HVAC LEGEND zO SUPPLY AIR - CUT IN REGISTER FOR BATHROOM (NOTE LAY IN SUPPLY MAY BE USED) 2O EXHAUSTFAN O EXISTING RETURN Ai �® EXISTING SUPPLY AIR LAY 05 LAY IN SUPPLY AIR © LAY IN RETURN AIR SK2 - 181010. 0 REFLECTED CEILING -PLAN Q ' SCALES 1/4"=1'-0" ❑❑ v ❑ z 1X4 SURFACE MOUNT FIXTURE ^i — EXIT / EMERGENCY COMBO LIGHT W EMERGENCY LIGHT ■ �� (h N N NEW LIGHT SWITCH (3 = 3 WAY) 0 EXISTING FIXTURE TO i� 0 REMAIN � W EXISTING FIXTURE TO c) CD 0 REMAIN 0 _ EXISTING FIXTURE TO F, QW m m REMOVE (� EXISTING LIGHT SWITCH HVAC LEGEND zO SUPPLY AIR - CUT IN REGISTER FOR BATHROOM (NOTE LAY IN SUPPLY MAY BE USED) 2O EXHAUSTFAN O EXISTING RETURN Ai �® EXISTING SUPPLY AIR LAY 05 LAY IN SUPPLY AIR © LAY IN RETURN AIR SK2 - 181010. 0 REFLECTED CEILING -PLAN Q ' SCALES 1/4"=1'-0" ❑❑ v ❑ z ❑❑ ❑ W ■ �� (h N N N N ry 0 N M W 0 M 0) � W c) CD 0 0 0 _ O N O 1� QW m m Lo 0 (� O o cW G zmN zCa W M o �� <�..�c oL) ©OU W Amo\,_ �z mm� � ��a, m� � W= Q>00 mOmn 0 in Lc) O tT 't 'C3 (0 t0 OR r- I N N OCU�tch -a -a i Q1 D Q ca M-)0) � _OO LL U_ Lu W ^ C uJs Sa) a =g Lu °' W 0= CJ W Z 6� ZW W W oW F_ gw a= Z¢ $Lu 'W om W co Lu z$ �o o� W W W � Zo z �z �a 0:V5W rL 0 IL K0 Z.- y W wr oa-E a�c Upc Lu uj a Z G >a 2 Q � F - M0 a:pk ZOE a asc DRAWN BY: CAS CHECKED BY: CAS DATE: 11-05-18 FSHEET ■ �� (h N N 0 N M ° 0 0o F- -LJL 0 0 _ Q) QW m m W z oU_ ooa I— _ CL Q 06 Q No J CL z J U Z O 0 w cf)_ > w U w LL w LL, I— � H o H w C/) z DRAWN BY: CAS CHECKED BY: CAS DATE: 11-05-18 FSHEET 7'-72" CLEAR 1'-4" 5-54" CLEAR CLEAR (5'-0" MIN) (15" MIN) MIRROR 36" MIN. GRAB BAR 711111 COUNTER JILJ I DEPTH 42" MIN.,- 60"0 REFRIGERATOR cn GRAB BAR � I \ bol -ICN 00 i III � \ \ N ROOM I � IILn i SII I 107 I I` �\ 1' 30" UNISEX ADA TOILET 66"=60"+6t \TOE SPACE �� ROOM SIGN ROOM 101 ENLARGED TOILET ROOM PLAN SCALE: 1/2"= V-0" TOILET ACCESSORY LEGEND M "4""Q0WAVE/CUFF:'E SURFACE MTD. PAPER I TOWEL DISPENSER 18 x 42 MIRROR DOUBLE TOILET PAPER HOLDER BOBRICK B-6867 HANDICAPPED SURFACE MTD. SOAP DISPENSER GRAB BAR BOBRICK E:jB-5806X36 SANITARY NAPKIN DISPOSAL B -5806X42 ,SER HEATER r PANEL A WATER F®UNT_AIN II G NEW FI ❑NDENSIN UNIT EXISTING ❑NDENSIN UNIT POWER LEGEND DUPLEX RECEPTACLE (GFI WHERE NOTED) EMPTY J -BOX WITH CONDUIT AND PULL STRING TO ABOVE CEILING FOR FUTURE PHONE/DATA BY OTHERS DISCONNECT / POWER FOR HVAC EQUIPMENT EXISTING DUPLEX RECEPTACLE EXISTING QUAD RECEPTACLE RELOCATED EXISTING ELECTRICAL PANEL POWER PLAN Q SCALE: 1/4"=1'-0" F-W SK3 - 181010- NOTES 1. HANDICAPPED ACCESS MOUNTING DIMENSIONS ARE VERY CRITICAL AND HAVE NO MINUS TOLERANCES. MOUNTING LOCATION OF TOILET ACCESSORIES TO BE IN ACCORDANCE WITH A.D.A. TITLE III & FLORIDA BUILDING CODE 5th EDITION (2014) - ACCESSIBILITY. 2. ALL DIMENSIONS SHOWN ARE FROM FACE OF FINISH. FINISH THICKNESS MUST BE ADDED TO ANY ROUGH IN DIMENSIONS. ERE THE TOILET IS FOR INDIVIDUAL USE AND CLEAR FLOOR SPACE COMPLYING WITH FB -ACCESS 305.3 (A 30x48" SPACE) IL PROVIDED WITHIN THE ROOM BEYOND THE ARC F THE DOOR SWING, DOORS SHALL BE PERMITTED TO SWING INTO THE CLEAR FLOO SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE (FBC-ACCESS 603.2.3 EXCEPTION 2) WHERE THSPACE BENEATH AN ELEMENT IS INCLUDED AS PART OF THE CLEAR FLOOR OR'G OUND SPACE, THE SPACE SHALL COMPLY WITH FBC-ACCESSIBILITY 306 FOR KNEE TOE CLEARANCE THE SPACE BEN TH THE SINK COMPLIES WITH THIS REQUIREMENT 0 w m �g a mG- W tS wz Q fA ZuJ 2w �Z Wg �W co W a 8� ui w o� ul wO wy 3g �y0 WW Wy Zg =a Z 9p 0a-6 azz w0 ui o� a zN uj amW ® S2 11 a�3 nog NCO 'WZ JAW i a Nz� 0 a�F u lxOt wag S2 w y u o 92c Q � L L Q N M U WLli p U D = � 0 m 0 V 03 QW U Q El El V ❑❑ ❑ z ❑ to M 0 UW O) O N I.L. O Ln O p� O O z mN z0 �W �M 0 U) L a U) I— � � o 0 ©U 0Z W viNa},com Om00 .0 C W17 Q>00 a mLl ©= V in coir w():n Q U) 4 4N N 0OQOU Mam000g00 'L LL DRAWN BY: CAS CHECKED BY: CAS DATE: 11-05-18 SHEET A-3 ■� M N N N M 0 p 0w D � � 0 m 0 V 03 QW W z oV a�0 Z 06 Q O Z g cf) > a W W a W J F— Q W LLJ = {n O Z DRAWN BY: CAS CHECKED BY: CAS DATE: 11-05-18 SHEET A-3 a00 a� 17-19W " 16-18 Braille Pictogram Q aos-ass a3o-ass 12 min. 36 min, 12 min. 36 915 30 916 back wall � H co LU s 60 min, M $ lszs (a) wheelchair (b) ambulatory JU-Bu'&�(LUNG ° occessble water closet accessible water closet - ° Fig, 604,2 Fig. 604,8 L _ _ a s v 1s, L, �°c t� F W L HUNG WATER CLOSET LOCATION WATER CLOSET LOCATION _ r U a x.c. SCREEN o Li- i � o s N 24 7 1 , 24 seat control �� x £ a s £ o) s E wall wall Mm 4 max u N t s : O g L -30—J o t c o N fi , 703321 x 6_ C5�- - - - - - - - - - (U N, + to Q d 525 in, a s 3 i as a International Symbol o' Accessibility 60 m als CU -C ~S� U o clear floor i 30 t I I 13 1/2' ria, 13 1/2" min E o a,,'E space _P + + N (a) Fig. 304,3,2 + ,D 34s 34s a o W :I • • • • • • £ r= o, 60 -in (1525 -mm) -Diameter Space T -Shaped .Turning Space i c� ❑ V ❑ ❑ 03 ooS 1� y 60 min. E161v cL o o cL -Cco _E Z t2:17" mox, 1525 a3o Fig, 3 Fig 604,3,1 Fig. 604.3 Dispta Conditions a' Fig, 604,8,1,8 � Wheelchair Turning Space `a � I i (a) (b) Wheelchair Accessible Toilet Compartment Doors Size of Clearance at Water Closets Clear Floor Space at Water Closets International Symbol o Accessibility Signage Height _ _ _ _ _ _ _ wall hung type stall type 36 min, Fig. 703.41 m Fig. 605,2 Height of Tactile characters above Finish [to or or Ground eye level , els 54 min, 10 7 7 10 � LL Height and Depth of Urinals 1370 desk arm 48 M 30 zzo W O 24 in, 12 min, 12 MAX 42 min, M T7 partition 610 aos aos lobs 1065 armrest Note. inside finished dimensions measured at the center points O i � x . ■ . ■ seat Fig, A3 (a) of opposing sides v� Z O N O _ _ a -� E N Fig. 608,1 Z. OO t1') 6 min, 6 min, CONTROLS m a W ■ ■ ■ N N N TRANSFER TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE W �n O 150 I TRANSFER SIDE i m a m o V t i es 18 z m N Z O C r //1 N 7_9 accessilote path of travel — — — — Rear Wnll Side Walt e0-230 back 4 W Q M Fig, 103.72 2 Watt 6 min 7!.: Fig, 604,52 Fig. 604,5,1 Fig. 604,7 Internatbnal TD Symbol 4g ° lj Q iso REAR WALL GRAB BAR WATER CLOSETS SIDE WALL GRAB BAR WATER CLOSETS DISPENSER OUTLET LOCATION1220 E 0 CC)604.6 - CONTROLS SHALL BE MOUNTED o 0 0 0 a © O (a) (b) ON THE OPEN SIDE OF THE WATER M e elevation etevation Plan CLOSET EXCEPT IN AMBULATORY ACCESSIBLE Z adult i Clllldren COMPARTMENTS COMPLYING WITH 604.8.2 _ 0 0 �..�..) In N 0. to O V ® U Fig. 604,81,4 ' q Q� 0 0 O U ICU Wheelchair Accessible Toilet Compartment Toe Clearance 122° W = Fig, A2 seat control ,L a Ci � in U -� NOTE1 Footrest may extend further for tall people Space Needed for Smooth U-turn in a wheelcha wall wall © = U O d c0 t0 60 min, 60 min, ¢ P r W N N 1-0-0 60 min, z O LL. O V d O O l 17 min NFig, 3053 430 30T4730 9 6 ae ae s s Dimensions of Adult -Sized Wheelchairs7E.: M � � LL IL Fi 45 floor o g' Volume Telephone Control 5 max 15 min and Tables Fig, 608,3.1 °_ ^ O Q F' 703.7.24 MinimumClearances5max or o r l �^ p £ x � o International Symbol of Access for Hearing Loss Von^ es 3aoln GRAB BARS FOR TRANSFER TYPE SHOWERS N a 1 z= 0 32 min. 3 — International Symbols els els ` II 7x 19 max �N U �-m, �� max, toe 32 min, fig, 602.5 604,1,8.6 so clearance els Drinking Spout Location side (control) knee 8 min, wall (� W clearance 05 L 15 max Cb) Clear Floor Space Lavatories 17 min, depth M 4 M ( ) 430 IN 17-15 (a) ■ adult wall hung adult floor mounted water closet Fig. 604,81.6 Fig, 31 N and childern's water closet Wheelchair Accessible Toilet Compartment Lavatory Clearance 4ao-aes n9 water closet v = ... . . ........ Detail Hinged Door N In New Construction M 32 min, 81 min. j� 0 Q a Fig. 604.8.1.1 els Size of Wheelchair Accessible Toilet Compartment a a _ �� o 0 0 CO ( ) N b r 0 O 360 �, Sliding Door 1J E � LLL. 48 g (b) - — Forward I 81 min, 0 1220 455-760 4s5 Bls 10 ,ax 30 O _ ..... • ................ I 36 min, 8 min. 6 max, zss 60� V o 915 Fig, 608,51 l equipment emitted in shaded area (Q) (c) (e) TRANSFER TYPE SHOWER COMPARTMENT CONTROL LOCATION O a 0 0 1 g �2 Clear Floor Space Parallel Approach Folding Door Maximum Doorway Depth a M � I of H gM1t and Fig. 404.2,3 m y: Fig 401,51 r i^ — - nee Clearance x W Minimum Cle kr Width Clear Width of Doorways 22-23 C N m of an Accessible Route Fig. 306 Z 00 7 48 Side Reach -' Z zzo 48 12 mi — 1220 48 ,min, 48 min, 1220 � M 1 3 4 (a) I I17-19 _ 1220 Takes transfer position, swlrf�5noves armrest, transfers Moves wheetchsir out of th%ositlons on toilet, releases Parallel. 430-48 10 max, 1 30 N n footrest out of the way, sets way, changes position ivomebrake, 760 m FIGURE 308.2,1 brakes, people fold chair or pivot It e5o 90• to the toilet). " " " "• ' • " x UNOBSTRUCTED FORWARD REACH seat seat seat �N Fig 3055 o ` 06 Diagonal( Approach o — — Position of Clear Floor or Ground Space � M1^ wall wall wall F-, 20 max )20-25 max 510-635 s x compartment 510 � � �n N ..... 0 ry 85_ 06 2 1/4' max entre ^T� e10°x. < i j Fig. 404,2.6 Ca) <b) y <b> X t \ Clear Floor Space Doors h Series and Gates in Serbs t (b) � K size distance from wall L-shaped a z 60 Hill C : L -SHAPED SHOWER SEAT EXTENT OF SEAT � o ..• .. Fig. 610,3,2 Fig, 610.3 �;. 2 3 szs FIp, 30831 N ; 1 30 - Unobstrucied Side Reach 2 N 48 1 'e° �" Cl 1220 Takes transfer position, removesTransfers. Positions on toilet. Fig.2 Maneuvering Clearance n on Alcove I `D- N I :18 rein, ormrest, sets brakes. �.. (b) Minimum Clear Width 455 � ,l�,•gg� for Two Wheel :hairs �"" FOR REFERENCE 48 48 Fig A6 c E o 0 (a) L220 ��lllll! (a) (b) Wheelchair Transfer Front Approach, Pull Side (b) FIGURE 308.2.1 - N X 760 110 24 �a� ONLY; REFER TO UNOBSTRUCTED FORWARD REACH Front Approach, Push Side _ '.............. �I FLORIDA area:_, :: r e) 306 935 (C 12 min, 1 clear width) an amount — ;, J nater than3o6 o : NOTE:x < 24 h (610 W. Foul, aPlnstor Codter E o I m N I L I TY °� " Fig 305.11 r ACCESS I B X m W �N � 1 Z Forward Approach 2 y 4100x, 5 _-• _ -.�t to exceed M CODE 6th EDITION J e �J L o 'b b =ountaln depth (d) Q W v s =_ (c) S x n —1 Front Approach, Push Side �+ Front Approach, Push Side PP � X door provided with both g _ 2017 FOR BUILDING �LU Z N _ Plan Elevat � 61676 in—-` M — - o o Fig, 30832 closer and latch o N Obstructed g Side Reach 65 � — "`" ONS RUCTION �� °_ Fig 8 (c) freestanding Overhanging Objects a o E:x 15 h (386 rm,) J > x N v N iii shaded Forward or Re it Access F ?0512 E e �" from Parallel Approach : .... 0 Z i 1 vnss-traffic (( W buff-:, .. , • ... o U Fountain or Coder E w / / N 0 E o Fig, 27 m Hinge Approach, Pull Side (f) �N a W Fig. 3072 X N a Hinge Approach, Push Side Limits of Protruding Objects aErERPA = Drinking Fountains and Vater Coolers x 'Alpy w 41 Fig, 307,4 Vertical Clearance - r (( o ~ a, N in C G7 Front Ap�r�nch - Sliding Doors = 3 - � N an olding Doors w g �-- - - E a ti • 20 min, _ N can hits post or pyton - d v •• 3a�o -, gin. c before person hits object FI Q1 ,,,,•„ •..• •'•' •' W r gg 635 54 min, Minimum Passage Widt for One Wheelchair - W 10 max—:........... 3 = 0 - U. (0 Z a, and One Ambulatory Person ! <� � 6 = _ i NOiEa >24 �(Y61�0 160 additi j� �,�1 pin¢ _E a J G predominant direction np�pywpr}� l 0( b wl lDw M1 shall be N ° of traffic .. • ........... as Om (o) Shelves 9 Approach, w z. """""""" P� Hine A roach, Putl Side Latch Approach, Pull Side i7 N 1�z max /, door provided with both (b) Z CAS _ 13 — g closer and latch o DRAWN BY: Tableware Arens 6 0 Slide Side Approacg -Sliding Doors z and Folding Doors 24 min, n. CAS cane range l `~ ....... .... Elevation cane range 12 max Fig, B (b) � ' I, aos Walking Perpindiculnr to a Wall CHECKED BY: 36 nn. o x — - 915 24 min a a . � Objects Mounted on Posts or Pylons Fig, 8 i DATE. 1 - Protruding Objects p 3022 Fig, 8 (g) • , • • • • • &Zo 1 0518 Gratings �t Fig. 8 Thickness 4 12 ig hickne is 9 Ca t Pie - Protruding Objects (Continued) long dimension r---- 3°5 1 x • �22 min, perpindicular to ....................... • ........ NFEif �i15 n (380 mm) then n additional E 560 ° 12 max route of travel narieure �lewronce of 12 in (30x5 mm) shall be -� - Latch Approach, Putt Side s �ya aos = ° 66 r,ln� prow&d door provided with closer Latch Approach, Push Side SHEET V X21 max 6` "lin Latch Side Approach - Slid Doors and Fold ors - . (f) n. cane range • . • • 11 (I) (Q) Appr Ing D Folding Do � � 3 Addltiond 16neuverirg Clearances for Alcoves Side ccess Fig. 4042.4.1 Fig, 404,2,42 ®� cc F � �i Naneuverin Clearances at Doorways Without Doors, Ab M (b) Closets Maneuvering Clearances int Manual Swinging Doors and Gates - Sliding oors, Gates, and Folding Doors 3.10 XF N� � 4 Fig, 'vice 53 Z§ this overhang can b Fig, 46 Fig. a �w Z �' greater than 12 c30 Fig, A4 Fig. 8 (h) Space Requlremen ;s for Wheelchair Minimus Clear Floor Space for Wheelchairs Food Service Lines Storage Shelves and Closets _ because no one can W approach the abject Cane Technique Grating Oriontation Seating Spa es n Series from this direction Plan 0_ (k) � 6 Latch Approach, Push Side o 6 6 door provided with closer LU �5� wom S2!9 o�o UL Online Certifications Directory BXUV.U419 Fire Resistance Ratings - ANSFUL 263 Design/System/Construction/Assembly Usage Disclaimer n • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Listed or Classified products, equipment, system, devices, and materials. Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblics and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. • When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies arc advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. • Only products which bear UL's Mark are considered as Classified, Listed, or Recognized. Fire Resistance Ratings - ANSUUL 263 Design No. U419 March 6, 2018 Nonbearing Wali Ratings —1, 2, 3 or 4 Hr (See Items 4 & 5) 4 5 i 2 5 ..,., I 11 . - n � a 5 5 .�,,,,.,�,,A,...•,. 5 1. Floor and Ceiling Runners — (Not Shown) — For use with Item 2 — Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min depth to accommodate stud size, with min 1-1/4 in. long legs, attached to floor and ceiling with fasteners 24 in. OC max. IA. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1— For use with Item 2B, proprietary channel shaped runners, 3-5/8 In. deep attached to floor and ceiling with fasteners 24 in. OC max. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper25TM Track CRACO MFG INC — SmartTrack25TM MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper25TM Track FUSION BUILDING PRODUCTS — Viper25TM Track IMPERIAL MANUFACTURING GROUP INC — Viper25TM Track IB. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1— For use with Item 2C, proprietary channel shaped runners, 1-1/4 in. wide by 3-5/8 in. deep fabricated from min 0.018 in, thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper20TM Track MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20TM Track FUSION BUILDING PRODUCTS — Viper20TM Track IMPERIAL MANUFACTURING GROUP INC — Viper20TM Track 1C. Framing Members* — Floor and Ceiling Runners — (Not Shown) — In lieu of Item I — Channel shaped, attached to floor and ceiling with fasteners 24 in. OC. max. ALLSTEEL & GYPSUM PRODUCTS INC — Type SUPREME Framing System CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — Type SUPREME Framing System QUAIL RUN BUILDING MATERIALS INC — Type SUPREME Framing System SCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME Framing System STEEL CONSTRUCTION SYSTEMS INC — Type SUPREME Framing System UNITED METAL PRODUCTS INC — Type SUPREME Framing System ID. Floor and Ceiling Runners — (Not Shown) — For use with Item 2A — Channel shaped, fabricated from min 20 MSG corrosion -protected or galv steel, min depth to accommodate stud size, with min 1 in, long legs, attached to floor and ceiling with fasteners spaced max 24 in. OC. IE. Framing Members* Floor and Ceiling Runners — (Not Shown, As an alternate to Item 1) — For use with Items 2E, 5F or 5G or 51 only, channel shaped, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, attached to floor and ceiling with fasteners 24 in. OC. max. CLARKDIETRICH BUILDING SYSTEMS — CD ProTRAK DMFCWBS L L C — ProTRAK MBA METAL FRAMING — ProTRAK RAM SALES L L C — Ram ProTRAK STEEL STRUCTURAL PRODUCTS L L C — Tri -S ProTRAK 1F. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item I — For use with Item 2F, proprietary channel shaped runners, minimum width to accommodate stud size, with 1-1/8 in. long legs fabricated from min 0.015 in. (min bare metal thickness) gals steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. SUPER STUD BUILDING PRODUCTS — The Edge 1G. Framing Members* — Floor and Ceiling Runner — For use with Item 2G, proprietary channel shaped runners, minimum width to accommodate stud size attached to floor and ceiling with fasteners 24 in. OC max. STUDCO BUILDING SYSTEMS — CROCSTUD Track 1H. Floor and Ceiling Runners — (Not Shown) — Channel shaped, fabricated from min 0.02 in. galv steel, min width to accommodate stud size, with min 1 in. long legs, for use with studs specified below and fabricated from min 0.018 in. gals steel or thicker, attached to floor and ceiling with fasteners spaced max 24 in. OC. MARINOIWARE, DIV OF WARE INDUSTRIES INC — Viper20TM Track VT100 FUSION BUILDING PRODUCTS — Viper20TM Track VT100 IMPERIAL MANUFACTURING GROUP INC — Vlper20TM Track VT100 II. Framing Members* — Floor and Ceiling Runners — (Not Shown, As an alternate to Item 1) —For use with Items 2H, channel shaped, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, attached to floor and ceiling with fasteners 24 in. OC. max. TELLING INDUSTRIES 1, L C — TRUE-TRACKTM 11 Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1— For use with Item 2I, proprietary cbannel shaped runners, 3-5/8 in. deep attached to floor and ceiling with fasteners 24 in. OC max. TELLING INDUSTRIES L L C — Viper25TM Track 1K. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1— For use with Item 2J, proprietary channel shaped runners, 1-1/4 in, wide by 3-5/8 in. deep fabricated from min 0.018 In. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. TELLING INDUSTRIES L L C — Viper20TM Track 1L. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Iten 1— For use with Item 2N, proprietary channel shaped runners, 1-1/4 in. wide by min. 3-1/2 in. drr,3; fabricated from min 0.018 in. thick gals steel, attached to floor and ceiling with fasteners spaced'. 24 in. OC Max. STEEL INVESTMENT GROUP L L C — AlphaTRAK IM. Framing Members* — Floor and Ceiling Runners — Not Shown — As an altern.ate to Item 1 — For use with Item 20, proprietary channel shaped runners, min width to accommodate stud size, galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. RONDO BUILDING SERVICES PTY LTD — Rondo Wall Track 1N. Framing Members* — Floor and Ceiling Runners — Not Shown — As an alternate to Item 1 — For use with Item 2P, proprietary channel shaped runners, min width to accommodate stud size, gals steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. OEG BUILDING MATERIALS — OEG Track 10. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1— For use with Item 2Q, proprietary channel shaped runners, min width to accommodate stud size, fabricated from min. 25 MSG (0.018 in. min. bare metal thickness), attached to floor and ceiling with fasteners spaced 24 in. OC max. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper X Track 2. Steel Studs — Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. 2A. Steel Studs — (As an alternate to Item 2, For use with Items 5B, 5E, 5H, 5J and 5K) — Channel shaped, fabricated from min 20 MSG corrosion -protected or galv steel, 3-1/2 in. min depth, spaced a max of 16 in. OC. Studs friction -fit Into floor and ceiling runners. Studs to be cut 5/8 to 3/4 in. less than assembly height. 2B. Framing Members* - Steel Studs —(As an alternate to Item 2, For use with Items 5C, 5I or 5K) — Proprietary channel shaped studs, 3-5/8 In. deep spaced a max of 24 in. OC. Studs to be cut 3/4 in less than the assembly height and installed with a 1/2 in, gap between the end of the stud and track at the bottom of the wall. For direct attachment of gypsum board only. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper25TM CRACO MFG INC — SmartStud25r'" MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper25T-'4 FUSION BUILDING PRODUCTS — Viper25TM IMPERIAL MANUFACTURING GROUP INC — Viper251M 2C. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 — proprietary channel shaped steel studs, min depth as indicated under Item 5, spaced a max if 24 in. OC, fabricated from min 0.018 in. thick galv steel. Studs cut 3/8 in. to 3/4 in. less In lengths than assembly heights. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper20TM MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20TM FUSION BUILDING PRODUCTS — Viper20TM IMPERIAL MANUFACTURING GROUP INC — Viper20TM 2D. Framing Members* — Steel Studs — In lieu of Item 2 — Channel shaped studs, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than asstmbly height. ALLSTEEL & GYPSUM PRODUCTS INC — Type SUPREME Framing System CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — Type SUPREME Framing System QUAIL RUN BUILDING MATERIALS INC — Type SUPREME Framing System SCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME Framing System STEEL CONSTRUCTION SYSTEMS INC — Type SUPREME Framing System UNITED METAL PRODUCTS INC — Type SUPREME Framing System 2E. Framing Members* — Steel Studs — (Not Shown, As an alternate to Item 2) — For use with Items 5F or 5G or 5I or SK only, channel shaped studs, min depth as indicated under Item 5F, 5G or 5I, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, spaced a max of 24 In. OC. Studs to be cut 3/4 in. less than assembly height. CLARKDIETRICH BUILDING SYSTEMS — CD ProSTUD DMFCWBS L L C — ProSTUD MBA METAL FRAMING — ProSTUD RAM SALES L L C — Ram ProSTUD STEEL STRUCTURAL PRODUCTS L L C — Tri -S ProSTUD 2F. Framing Members* — Steel Studs —Not Shown —In lieu of Item 2 — proprietary channel shaped steel studs, minimum width indicated under Item 5,1-1/4 in. deep fabricated from rain 0.015 In. (min bare metal thickness) galvanized steel. Studs 3/8 in. to 3/4 in. less in lengths than assembly heights. SUPER STUD BUILDING PRODUCTS — The Edge 2G. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 — proprietary channel shaped studs, minimum width Indicated under Item 5, Studs to be cut 3/8 to 3/4 in less than the assembly height. STUDCO BUILDING SYSTEMS — CROCSTUD 2H. Framing Members* — Steel Studs — (Not Shown, As an alternate to Item 2) — Fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. TELLING INDUSTRIES L L C — TRUE-STUDTM 2I. Framing Members* — Steel Studs — (As an alternate to Item 2, For use with Items 5C or 5L or SK) — Proprietary channel shaped studs, 3-5/8 in. deep spaced a max of 24 in. OC. Studs to be cut 3/4 in less than the assembly height and installed with a 1/2 In. gap between the end of the stud and track at the bottom of the wall. For direct attachment of gypsum board only. TELLING INDUSTRIES L L C — Viper25TM 21 Framing Members* — Metal Studs — Not Shown — In lieu of Item 2 — proprietary channel shaped steel studs, min depth as indicated under Item 5, spaced a max if 24 in. OC, fabricated from min 0.018 in. thick gals steel. Studs cut 3/8 In. to 3/4 in, less in lengths than assembly heights TELLING INDUSTRIES L L C — Viper20TM 2K. Framing Members* — Steel Studs — As an alternate to Item 2 — For use with Item 1, channel shaped studs, fabricated from min 25 MSG corrosion -protected steel, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. EB METAL INC — NITROSTUD 2L. Framing Members* — Steel Studs — As an alternate to Item 2 — For use with Item 1, channel shaped studs, fabricated from min 25 MSG corrosion -protected steel, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. OLMAR SUPPLY INC — PRIMESTUD 2M. Framing Members* — Steel Studs — As an alternate to Item 2 — For use with Item 1, channel shaped studs, fabricated from min 25 MSG corrosion -protected steel, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. MARINO/WARE, DIV OF WARE INDUSTRIES INC — StudlkiteTM 2N. Framing Members*— Steel Studs — As an alternate to Item 2 — proprietary channel shaped steel studs, min depth 3-1/2 in. and as indicated under Item 5, spaced a max of 24 in. OC, fabricated from min 0.018 in. thick gals steel. Studs cut 3/8 in. to 3/4 in. less in length than assembly height, STEEL INVESTMENT GROUP L L C — A1phaSTUD h 20. Framing Members* —Steel Studs —Asan alternate to Item 2 — proprietary channel shaped steel studs, min width as indicated under Item 5, galv steel. Studs to be cut 3/8 to 3/4 In. less in lengths than assembly height. Spaced 24 in. OC max. RONDO BUILDING SERVICES PTY LTD — Rondo Lipped Wall Stud 2P. Framing Members* — Steel Studs — As an alternate to Item 2 — proprietary channel shaped steel studs, min width as indicated under Item 5, min 25 MSG galv steel. Studs to be cut 3/8 to 3/4 in. less in lengths than assembly height. Spaced 24 in. OC max. OEG BUILDING MATERIALS — OEG Stud 2Q. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 — Nor use wits Item I V, proprietary channel shaped steel studs, min depth as indicated under Item 5, spaced a max of 24 in. OC, fabricated from min 25 MSG (0.018 in. min. bare metal thickness). Studs cut 3/8 in. to 3/4 in. less in lengths than assembly heights. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper X 3. Wood Structural Panel Sheathing — (Optio nal, For use with Item 5 Only) — (Not Shown) — 4 ft wide, 7/16 In. thick oriented strand board (OS 3) or 15/32 in. thick structural l sheathing (plywood) complying with DOC PSI or PS2, or APA S mdard PRP -108, manufactured with exterior glue, applied horizontally or vertically to the steel s uds. Vertical joints centered on studs, and staggered one stud space from wallboard joints. Attache# to studs with flat -head self -drilling tapping screws with a min. head diem, of 0.292 in, at maximum 6 in. OC. in the perimeter and 12 in. OC. in the field. When used, gypsum panels attached over OSB or plywood panels and fastener lengths for gypsum panels increased by min. 1/2 in. 4. Batts and Blankets* — (Required as lndi ated under Item 5) — Mineral wool Batts, friction fitted between studs and runners. Nlih nom thickness as indicated under Item 5. See Batts and Blankets (BKNV or BZJZ� Categories for names of Classified companies. 4A. Batts and Blankets* — (Optional) — Pla ped in stud cavities, any glass fiber or mineral wool insulation bearing the UL Classification Mar . g as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets (BKNV or BZJZI Categories for names of Classified companies. 4B. Batts and Blankets* — For use with Item 5K. Placed in stud cavities, any min. 3-1/2 in. thick glass fiber insulation bearing the UL Classiflc .tion Marking as to Surface Burning Characteristics and/or re Resistance. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 4C. Fiber, Sprayed* —(Optional) and as a alternate to Batts and Blankets (Item 4B) where insulation is required - Spray applied granula ed mineral fiber material. The fiber is applied with adhesive at a minimum density of 4.0 pcf to c Lmpletely fill the wall cavity in accordance with the application Instructions supplied wi L the product. See Fiber, Sprayed (CCAZ). AMERICAN ROCKWOOL MANUFAC URING, LLC — Type Rockwool Premium Plus 5. Gypsum Board* — Gypsum panels with beieled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. orizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered.Iorizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) staggered)) a min of 12 in. The thickness and number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows;Gypsum Board Protection on Each Side of Rating, Hr Min Stud Depth, in, d Items 2, 2C, 2D, 2F and G No. of Layers & Thkns of PanelMin Min Thkns of Insulation (Item 4) 1 3-1/2 1 layer, 5/8 in, thick Optional 1 2-1/2 I layer, 112 in, thick 1-1/2 in. 1 1-5/8 I layer, 3/4 in. thick Optional 2 1-5/8 2 layers, 1/2 in. thick Optional 2 1-5/8 � 2 layers, 5/8 in. thick Optional 2 3-1/2 1 layer, 3/4 in. thick 3 in. 3 1-5/8 3 layers, 1/2 in. thick Optional 3 1-5/8 2 layers, 3/4 in. thick Optional g 1-5/8 S layers, 5/8 in. thick Optional 4 1-5/8 4 layers, 5/8 in. thick Optional 4 1-5/8 .—� 4layers, 1/2 in. thick I Optional 4 2-1/2 2 layers, 3/4 in. thick 1 2 in. CGC INC —1/2 in. thick Type C, IP -X2 or IPC�AR; WRC, 5/8 in, thick Type AR, C, IP -AR, IP-Xl, IP -X2, IPC -AR, SCX, SHX, WRX or WRC; 3/4 in. thic Types IP -X3 or ULTRACODE UNITED STATES GYPSUM CO —1/2 in. thick Type C, IP -X2, IPC -AR or WRC; 5/8 in. thick Type SCX, SGX, SHX, WRX, IP-Xl, AR, C, WRC, F (-G, INAR, IP -X2, IPC -AR; 3/4 in. thick Types IP -X3 or ULTRACODE USG MEXICO S A DE C V —1/2 in. thick Ty C, IP -X2, IPC -AR or WRC; 518 in. thick Type AR, C, ]P -AR, IP -XI, IP -X2, IPC -AR, SCX, SHX, WRX,�WRC or; 3/4 in, thick Types IP -X3 or ULTRACODE When Item 7B, Steel Framing Members*, is used, Jonbearing Wall Rating is limited to 1 Hr. Min. stud depth is 3-1/2 in., min. thickness of insulation (Ite�t 4) is 3 in., and two layers of gypsum board panels (1/2 in. or 5/8 in. thick) shall be attached to furring channels as described in Item 6. One layer of gypsum board panels (1/2 in. or 5/8 in. thick) attached to opposite side of stud without furring channels as described in Item 6. 5A. Gypsum Board* — (As an alternate to Item 5l — 5/8 in. thick, 24 to 54 in. wide, applied horizontally as the outer layer to one side of the as embly. Secured as described in Item 6, CGC INC — Type SHX. UNITED STATES GYPSUM CO — Type FRX-ti, SHX. USG MEXICO S A DE C V — Type SHX. 5B. Gypsum Board* — (Not Shown)- As an alt nate to Item 5 when used as the base layer on one or both sides of wall when 5/8 in or 1/4 in. thick produ is are specified. For direct attachment only to steel studs Item 2A, (not to be used with Item 3) - NOT U8 in. -1/4 in. maybe used as alternate to all 5/8 in. or % in. shown in Item 5, Wallboard Protection on ;h Side of Wall table. Nom 5/8 in. or 1/4 in, thick lead backed gypsum panels with beveled, square or tape d edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on oppo •ite sides of studs. Gypsum board secured to 20 MSG steel studs Item 2A with i-1/4 in. long Type S-12 s eel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. To be used with Lead Batten Strips (se n Item 11) or Lead Discs or Tabs (see Item 12). RAY -BAR ENGINEERING CORP — Type RB LBG 5C. Gypsum Board* — (For Use With Item 2B) )rating Limited to 1 Hour. 5/8 in. thick, 48 in. wide, Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. (Vertical Application) - The gypsum board is to be installed�n each side of the studs with 1 in. long Type S coated steel screws spaced 8 in. OC starting 4 in. from the dge of the board at the vertical edges and 12 in. OC starting 6 in from the edge of the board at the can r of each board. Gypsum boards are to be secured to the top and bottom track with screws spaced 8 in. C starting 4 in. from the board edge. Fasteners shall not penetrate through both the stud and the track at a same time. Vertical joints are to he centered over studs and staggered one stud cavity on opposite sid s of studs. (Horizontal Application) -The gypsum board is to be installed on each side of the studs withh 1 in. long Type S coated steel screws spaced 8 in. OC starting 4 in. from the edge of the board at theertical edges and 12 in. OC starting 6 in. from the edge of the board at the center of each board. Gypsim boards are to be secured to the top and bottom track with screws spaced 8 in. OC starting 4 in, fro the board edge. Fasteners shall not penetrate through both the stud and the track at the same time. All horizontal joints are to be backed as outlined under section VI of Volume I in the Fire Resistive Directdry. CGC INC — Type SCX. UNITED STATES GYPSUM CO — Type SCX, SGX. USG MEXICO S A DE C V — Type SCX. 5D. Gypsum Board* — (As an alternate to Item 5 — 5/8 in. thick, 48 in. wide, applied vertically or horizontally. Secured as described in Item 6. For uO. with Items 1 and 2 only. UNITED STATES GYPSUM CO — Type USG�. 5E. Gypsum Board* — (Not Shown) - (As an alternate to Item 5 when used as the base layer on one or both sides of wall when 1/2 in. or 5/8 in thick products are specified, For direct attachment only to steel studs Item 2A, not to be used with Item 3). Nomi 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard �ecured to studs with 1-1/4 in. long Type S-12 (or No. 6 by 1-1/4 in. long bugle head fine driller) steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. NEW ENGLAND LEAD BURNING CO INC, DBA NELCO — Nelco 5F. Gypsum Board* — (As an alternate to Item 5) — For use with Items i E and 2E and limited to 1 Hour Rating only, Gypsum panels with beveled, sq a or tapered edges, applied vertically, and fastened to the steel studs with 1 in, long Type S screws sp ed 8 in. OC along vertical and bottom edges and 12 in. OC in the field. Vertical joints centered over stu and staggered one stud cavity on opposite sides of studs. Steel stud depth shall be a minimum 3-5/8 in. UNITED STATES GYPSUM CO --5/8 in. thick Type SCX, SGX. 50. Gypsum Board* — (As an alternate to Item 5) — For use with Items IE and 2E only, Gypsum panels with beveled, square or tapered edges, applicyi vertically or horizontally, as specified in the table below and fastened to the steel studs as described is Item 6. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need no be backed by steel framing. Horizontal edgejoints and horizontal buttjoints on opposite sides of studsneed not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) staggered a min of 12 in. The thickness and number of layers for the 2 hr, 3 hr and 4 hr ratings afe as follows: oard Protec Gypsum Bon on Each Side of Wall Rating, Hr An Stud Depth, in. Item 2E No. °f Layers & THickness of Panel Min Thkns of Insulation (Item 4) 2 1-5/8 2 lay as, I/2 in. flock Optional 2 1-5/8 2 lay ns, 5/8 in. thick Optional 3 1-5/8 31ay rs, 1/2 in.thick Optional 3 1-5/8 3 lay rs, 5/8 in. thick Optional 4 1-5 8 4 lay rs, 5 8 in. thick Optional M O 0 1- ay rs, 1 in. t c c phona CGC INC —1/2 in. thick Type C, IP -X2 or IPC- ;, 5/8 in. thick Type AR, C, IP -AR, IP -XI, IP -X2, IPC -AR, SCX, SHX, or; 3/4 in. thick Types IP -X3 or ULTRACODE UNITED STATES GYPSUM CO —1 /2 in. thick 1Cype C, IP -X2, IPC -AR or; 518 in. thick Type SCX, SGX, SHY, IP-Xl, AR, C, , FRX-G, INAR, INX2, IPC -AR; 3/4 in. thick Types IP -X3 or ULTRACODE USG MEXICO S A DE C V —1/2 in. thick TypeIP-X2, IPC -AR or; 5/8 in. thick Type AllC, IP -AR, IP -XI, IP -X2, IPC -AR, SCX, SHX, or; 3/4 . i, thick Types IP -X3 or ULTRACODE 5H. Gypsum Board* — (Not Shown) - (As an alte Late to Item 5 when used as the base layer on one or both sides of wall when 518 or 3/4 in thick products are specified. For direct attachment only to steel studs Item 2A, (not to be used with Item 3) - Nom 5/8 or 3�4 in. may be used as alternate to all 5/8 or 3/4 in. shown in Item 5, Wallboard Protection on Each Side of Wall table. Nom 5/8 or 3/4 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over 20 MSG steel studs and staggered min 1 stud cavity on rpposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. Gypsum board secured to 20 MSG steel studs Item 2J3 with I-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. Forjoint Compound see Item 5. To be used with Lead Batten Strips (see Item I IA) or Lead Discs (see Item 12A). MAYCO INDUSTRIES INC — Type X -Ray Shielded Gypsum 5I. Gypsum Board* — (As an alternate to Item 5) - Nom. 5/8 in. thick gypsum panels with beveled, square or tapered edges installed as described in Item 5. Steel stud minimum depth shall be as indicated in Item S. CGC INC — Type ULX UNITED STATES GYPSUM CO — Type ULX USG MEXICO S A DE C V — Type ULX 5J. Gypsum Board* — (Not Shown) - (As an alternate to Item 5 when used as the base layer on one or both sides of wall when 1/2 in. or 5B in thick products are specified, For direct attachment only to steel studs Item 2A, not to be used with Item 3). Nom 518 in, thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 steel screws gypsum panel steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 2 in. wide, max 8 ft long with a max thickness of 0.14 in. placed on the face of studs and attached to the stud with construction adhesive and two I in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs, nominal 3/8 in. diam by max 0.085 in. thick. Compression fitted or adhered over the screw heads. Lead batten strips and discs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". RADIATION PROTECTION PRODUCTS INC — Type RPP - Lead Lined Drywall 5K. Gypsum Board* — (Not Shown) — (As an alternate to Item 5) — Nom. 5/8 in. thick gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) need not be staggered. The number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows: Gypsum Board Protection on Each Side of Wall Min Stud Depth, in. Rating, HrItems 2 through 20 No. of Layers & Thkns of Panel Min Thkns of Insulation (Item 4B) 1 3-518 1 layer, 5/8 in. thick 3.1/2 in. 2 1-5/8 2 layers, 5/8 in. thick Optional 3 1-5/8 3 layers, 5/8 in. thick Optional 4 1 1-518 4 layers, 5/8 in. thick Optional UNITED STATES GYPSUM CO — 518 in. thick Type ULD( 6. Fasteners — (Not Shown) — For use with Items 2 and 2F - Type S or S-12 steel screws used to attach panels to studs ptrm 2) or furring channels (Item 7). Single layer systems: 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 8 in. OC when panels are applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. Two layer systems: First layer- 1 in, long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels or 2-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC with screws offset 8 in. from fust layer.Three-layer systems: First layer -1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in, long for 1/2 in., 5/8 in. thick panels or 2.5/8 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below, lour -layer systems: First layer -1 in, long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer -1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in. thick panels or 2.5/8 in. long for 5/8 in. thick panels, spaced 24 in. OC. Fourth layer- 2-5/8 in. long for 1/2 in. thick panels or 3 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. 7. Furring Channels — (Optional, Not Shown, for single or double layer systems) — Resilient furring channels fabricated from min 25 MSG corrosion -protected steel, spaced vertically a max of 24 in. OC. Flange portion attached to each intersecting stud with 1/2 in. long Type S-12 steel screws. Not for use with Item 5A. 7A, Framing Members* — (Optional on one or both sides, not shown, for single or double layer systems) — As an alternate to Item 7, furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. 2-9/16 in. or 2-23/32 in. wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to furring channels as described in Item 6. Not for use with Item 5A. b. Steel Framing Members* — Used to attach furring channels (Item 7Aa) to studs (Item 2). Clips spaced max. 48 in. OC. RSIC-1 and RSIC-I (2.75) clips secured to studs with No. 8 x 1-1/2 in. minimum self -drilling, S-12 steel screw through the center grommet. RSIC-V and RSIC-V (2.75) clips secured to studs with No. 8 x 9/16 in. minimum self -drilling, S-12 steel screw through the center hole. Furring channels are friction fitted into clips. RSIC-i and RSIC-V clips for use with 2-9/16 in. wide furring channels. RSIC-1 (2.75) and RSIC-V (2.75) clips for use with 2-23/32 in. wide furring channels. PAC INTERNATIONAL L L C — Types RSIC-1, RSIC-V, RSIC-1(2.75), RSIC-V (2.75). 7B. Fuming Members* - (Optional, Not Shown) — As an alternate to Item 7, for single or double layer systems, furring channels and Steel Framing Members on only one side of studs as described below: a. Furring Channels — Formed of No. 25 MSG gals steel, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Batts and Blankets placed in stud cavity as described in Item 5. Two layers of gypsum board attached to furring channels as described in Item 5, Not for use with Item 5A. b. Steel Framing Members* — Used to attach furring channels (Item 713a) to one side of studs (Item 2) only. Clips spaced 48 in. OC., and secured to studs with two No. 8 x 2-1/2 in. coarse drywall screws, one through the hole at each end of the clip. Furring channels are friction fitted into clips. KINETICS NOISE CONTROL INC — Type Isomax 7C. Framing Members* — (Not Shown) — (Optional on one or both sides, not shown, for single or double layer systems) — As an alternate to Item 7, furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced max, 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to furring channels as described in Item 6. Not for use with Item 5A. b. Steel Framing Members* —Used to attach furring channels (Item 7Ca) to studs (Item 2). Clips spaced max. 48 in. OC. GUNIECLIPS secured to studs with No. 8 x 1-1/2 in. minimum self -drilling, S-12 steel screw through the center grommet. Furring channels are friction fitted into clips. PLITEQ INC — Type GENIECLIP 7D. Steel Framing Members* — (Optional on one or both sides, not shown, for single or double layer systems) — Furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. Spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels overlapped 6 in. and tied together with double strand of No. 18 AWG galvanized steel wire.. Gypsum board attached to furring channels as described in Item 6. Not for use with Item 5A. b. Steel Framing Members* —Used to attach furring channels (Item 7Da) to studs. Clips spaced 48 in. OC, and secured ui studs with 2 in. coarse drywall screw with 1 in. diam washer through the center hole. Furring channels are friction fitted into clips STUDCO BUILDING SYSTEMS — RESILMOUNT Sound Isolation Clips - Type A237 or A237R 7E. Steel Framing Members* — (Optional on one or both sides, not shown, for single or double layer systems) — Furring channels and Steel Framing Members as described below: a. Furring Channel s — Formed of No. 25 MSG gals steel. Spaced 24 in. OC perpendicular to studs, Channels secured to studs as described in Item 7Eb. Ends of adjoining channels overlapped 6 in. and tied together with double strand of No. 18 AWG galvanized steel wire.. Gypsum board attached to furring charnels as described in Item 6. Not for use with Item 5A and 5E. b. Steel Framing Members* — Used to attach furring channels (Item 7Ea) to studs. Clips spaced 48 in. OC, and secured to studs with No. 8 x 2-1/2 in. coarse drywall screw through the center hole. Furring channels are friction fitted into clips. REGUPOL AMERICA— Type SonusClip 8. Joint Tape and Compound — Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw hc:+ds of outer layers. Paper tape, nom 2 in. wide, embedded in fust layer of compound over alljoints of outer layer panels. Paper tape and joint compound may be omitted when gypsum panels are supplied with a square edge. 9. Siding, Brick or Stucco — (Optional, Not Shown) — Aluminum, vinyl or steel siding, brick veneer or stucco, meeting the requirements of local code agencies, installed over gypsum panels. Brick veneer attached to studs with corrugated metal wall ties attached to each stud with steel screws, not more than each sixth course of brick. 10. Caulking and Sealants* — (Optional, Not Shown) — A bead of acoustical sealant applied around the partition perimeter for sound control. UNITED STATES GYPSUM CO — Type AS 11. Lead Batten Strips — (Not Shown, For Use With Item 5B) — Lead batten strips, min 1-1/2 in, wide, max 10 ft long with a max thickness of 0,125 in. Strips placed on the interior face of studs and attached from the exterior face of the stud with two I in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201 f, Grade "C", Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 5B) and optional at remaining stud locations. Required behind vertical joints. I IA. Lead Batten Strips — (Not Shown, For Use With Item 5H) — Lead batten strips, 2 in. wide, max 10 ft long with a max tit ickness of 0.140 in. Strips placed on the face of studs and attached to the stud with two min. 1 in. long min. Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip or with one min. I in. long min. Type S-8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.5% meeting the Federal specification QQ-L-20If, Grades 'B, C or D". Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. 12. Lead Discs or Tabs — (Not Shown, For Use With Item 5B) — Used in lieu of or in addition to the lead batten strips (Item 11) or optional at other locations - Max 3/4 in. diam by max 0.125 in. thick lead discs compression fitted or adhered over steel screw heads or max 1/2 in. by 1-1/4 in. by max 0.125 in. thick lead tabs placed on gypsum boards (Item 5B) underneath screw locations prior to the installation of the screws. Lead discs or tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C" 12A. Lead Discs — )Not Shown, for use with Item 511) — Max 5/16 in. diam by max 0.140 in. thick lead discs compression fitted or adhered over steel screw heads. Lead discs to have a purity of 99.5% meeting the Federal Specification QQ-L-201 f, Grades "B, C or D". 13. Lead Batten Strips — (Not Shown, For Use With Item 5E) —Lead batten strips, 2 in. wide, max 10 ft long with a max thickness of 0.142 in. Strips placed on the face of studs and attached to the stud with two mim l in. long min. Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip or with one min. 1 in. long min. Type S-8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 5E) and optional at remaining stud locations. 14. Lead Tabs — (Not Shown, For Use With Item 5E) — 2 in. wide, 5 in. long with a max thickness of 0.142 in. Tabs friction -fit around front face of stud, the stud folded back flange, and the back face of the stud, Tabs required at each location where a screw (that secures the gypsum boards, Item 5E) will penetrate the steel stud. Lead tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead tabs may be held in place with standard adhesive tape if necessary. * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. OXA--4 n �*O. DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT. 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V 4- . 0 © W a) �mo-� ami �, Z 0 wN 00 `— cD 65 a) �U"n tD .— C Q W= Q.>_oo ��-, © =U vd' c 0) T-- ZO to V -0coco oWr j2 CV CV OUNT,It -0"0 16— 6- J 0 S MM M LL LL I I DRAWN BY: CAS CHECKED BY: CAS DATE: 12-05-18 SHEET up V) W M N rrnn N M F V 0 < 0 0 0W 0 C] i W o p � -J o C0 L_ = p R V Q< 2m Z W �— Ov oo F– Z 06 Q rn W 0 (5) M W W U) Q J J 0 W LU U) Z DRAWN BY: CAS CHECKED BY: CAS DATE: 12-05-18 SHEET up I 3,A FIRE BLOCK FOAM (s B—FOAM) BUTT 5/8" GYPSUM BOARD— COMPRESSING INSULATION AGAINST METAL ROOF AND APPLY FIRE FOAM TO SEAL ALL CRACKS—FORM CUT GYPSUM BOARD AROUND PURLINS & FIRE FOAM ALL CRACKS FILL VOID BETWEEN PURLINS W/ 3M THERMAFIBER FIRE BLANKET MATERIAL 3 5/8", 22 GA METAL — FRAMING CHANNEL, SCREW TO BOTTOM OF PURLINS EXISTING STANDING SEAM METAL ROOF EXISTING INSULATION `--VINYL VAPOR BARRIER EXISTING METAL PURLINS (f5'-0" O.C.) CUT INSULATION—REMOVE 5" GAP OF WOOL, KEEP VINYL VAPOR BARRIER & RE—ATTACH W/ 22 GA 90' BREAK METAL W/ SCREWS INTO PURLINS & METAL STUDS 5/8" GYPSUM FIRE BOARD TYPE "x" (2 LAYERS — ONE ON EACH SIDE; 1 HOUR RATED) METAL STUD FRAMIJG WALL BASE; SEE WALL FINISH SCHEDULE METAL FRAMING SHOE (CHANNEL) ANCHOR FRAMING CHANNEL; POWER FASTEN MTL. RUNNER @ 24" O.C. AND 2" FROM EACH END FIRE RATED WALL DETAIL — OFF BEAM 2 SCALE: 11/2"=1'-0" vrrnnv:s RATED PARTITION I, i <- NON -RATED PARTITION i I (UNCTION OF NON—RATED PARTITION WITH RATED PARTITION SCALE: 111= 11-411► COORDINATE SITE SPECIFIC FIRE PROOFING DETAILS (TOP OF WALL FIRE SAFING & FIRE SEALING; WALL PENETRATIONS) w/HILTI REPRESENTATIVE 3M FIRE BLOCK (FB—FOAM) BUTT 5/8" GYPSUM BOARD COMPRESSING INSULATION AGAINST METAL ROOF AND APPLY FIRE FOAM TO SEAL ALL CRACKS—FORM CUT GYPSUM BOARD AROUND PURLINS & FIRE FOAM ALL CRACKS 0 3J" (NTS) EXISTING STANDING SEAM METAL ROOF EXISTING INSULATION `--VINYL VAPOR BARRIER EXISTING METAL PURLINS (t5'—O" O.C.) EXISTING STEEL 5/8" GYPSUM FIRE BOARD TYPE "x" (2 LAYERS — ONE ON EACH SIDE; 1 HOUR RATED) 3 5/8" METAL CHANNEL, ATTACH TO BOTTOM OF BEAM W/ SCREWS METAL STUD FOAMING R-19 SOUND ATTENUATION FATT INSULATION (OPTIONAL) WALL BASE; SE E WALL FINISH SCHEDULE METAL FRAMIN(, SHOE (CHANNEL) ANCHOR FRAMING CHANNEL; POWER FASTEN MTL. RUNNER @ 24" O.C. AND 2" FROM EACH END FIRE RATED WALK DETAIL—ON BEAM 3 NOTES: 1. TENANT SEPARATION WALL PLACED AFTER ALL ROOF DEAD LOADS APPLIED. 2. 5/8" FIRECODE GYP, BD. EACH SIDE OF MT. STUDS, APPLY VERTICALLY TO CONFORM W / UL CERTIFICATION. PROVIDE CONTINUOUS SUPPORT AT ALL EDGES (TYP.). NOTE: CONFORM FULLY TO U.L. #U419 & HW -D-1011 CONST. OF 1 HR. OR 2 HR. PARTITION. ALL ELECT. WALL BOXES SHALL BE STAGGERED A MIN, OF 24" O.C. IN 1 HR. PARTITION AND SHALL BE U.L. RATED FOR THIS APPLICATION. " DECK FLUTES WITH MINERAL L (UL #HW -D-0060) CAULK FIRECODE GYP. BD. ED TO DECK PROFILE CT. JOIST -SIZE VARIES /8" METAL FRAMING 4" O.C. uIETAL RUNNER 4L CORNER BEADS CAULK TRAK" CEILING RUNNER CLIPS AS REQ'D BY MFR. FIRE RATED GYP. BD. L S; SEE WALL TYPE SCHEDULE " FIRE RATED (TYPE "x") GYP. BD. RAL BATT INSULATION I Uvv R EASTERN MTL. RUNNER @ 24" O.C. AND 2" FROM EACH END FIRE—RATED PARTITION @ JOIST 1/A-6 ENGINEERING JUDGMENT FIRESTOP DETNL CONTRACTOR: DOHERTYSO MFRS F -RATING ° 14*L OR 24111. (SEE NOTE Na 6) FRONT VEW T A A a -J SECTION A� T n HLT(, me. 11 9■■ 1d2 Drawee ria Tu" OWst U8i252.OMO Sar FIRESTOP SYSTEMS mer Dere to ^2W 51639a Saving Uvea tluoaph hrnovatlon add Educadon System No. BW -S-0001 Assembly Ratings - I and 2 Hr (See Item 2) L Rating at Ambient - Less than I CFM/Lin Ft L Rating at 400' F - Less than 1 CFM/Lln Ft ,Joint Width - 3/4 In, III 1, Floor Am -51 -- Hn 4-1/2 n #a Ringwood ighlweiP4 a mrAW (106-150 pi *WhFd corcrete. Fina may also be constructed d ary 6 n INct Ill AW (1010-11510 Precast Concrete Units'. Sea Precor. Cd cre!e Units category In the Fie Resielma Directory hrlames of msdabNwes 2. Wall Assema) -- The 1 or 2 In Pit-nRed man board/sled stud wag dud be =&acted of the materials and in the many "VW in the individual 1400 or V400 Said Id or Pafition Design in the u Firs Reaistmce Dimi In adem the d raw ixapomte Is hood-d-wd Onk System constructed as hpeciffed in the HA Saks Jobe Syelerd in the UL Fire Reslslrhca Otecfory. Tax d eixg include the fobwing construction features: A Sae: ' ow Runner -- Fear non of well osmnblj shoo consist of win Ne. 25 gage gain steel channels seed to accommodate sled shrdis (Nm 28). Film runl to be provided with min 1-1/4 in. elanm theme secured with deel Is, , x spaced 12 in. M B, Studs -- Sked studs to be min 2-1/2 in. sde. Studs cd 1/23/4 n laws in it* than assmby height with bottom nesting in, res6g on and fastened -toa new with deet metal Screws. %W spam not to exceed 24 i. Or- C. Gypsum ex•c' - (ypsan bad Installed to a min bbd Wages d 5/8 or 1-1/4 in on each We of d for a 1 or 2 1r rated wan respectively. Wd to be consDtced ace Ved* in the indvidd IH00 or V400 Series Ddgn in Be UL Fit Resistance Dirlludgiry, me* that a mm 3/4 in. gap shoo be maintained between Re botbm of llPst^ board and tap of concrete floor. 'he hauriy fire "cling of the joint system is eguc to he -o.ry fie ci'ng of ke wt. 3, Fill, Voic or :cvfty Material' Sealant -- tux sepaco• Imi 'op of fill c•c bc3cm 04 gypsum board is 3/4 in. For 1 and 2 h rated d assemblies. min 5/8 in. a 1-1/4 n ttidmess d fil material respectively, installed an each side of the d between the ballon of the gipsan found and the top of the concrete floor, flush ooh each =face of the wd4 410 CONSTRUCTION CHEMICALS, DV OF 41LTI INC — CP601S Dostomedc Fitdop Sealant, CM Flexible Faestop Sed&A Or FS -ONE Seated 'gearing the UL Classification Mak C=0007F�Foe owl y rltA sr. Cmiay a FIRESTOP SYSTEMS I""4�oi t2' 2M3 C Us ____ System No, HW -D-0190 $ Assembly Rating - 1 and 2 Hr 1, BUILT UP METAL ROOF DECK ASSEMBLY (NON FIRE-RATED). Nominal Joint - 2 In, 3. CEILING RUNNER (MRN. 25 GA, WITH 2" FLANGES) FASTENED TO UNDERSIDE OF DECK (SEE NOTE Class II Movement Capabilities - 137 Compression or 4, STEEL STUDS (MIN. 2.112" WIDE), CUT 112" TOW LESS IN LENGTH THAN ASSEMBLY HEIGHT, Extension 1 5, HILTI CP 777 SPEED PLUGS FRICTION FITTED TO COMPLETELY FILL FLUTE FLUSH WITH BOTH a4 4S 6, HILTI CP 767 SPEED STRIPS COMPRESSED 50% AND INSERTED INTOJOINT, FLUSH WITH BOTH SIDES OF WALL 7, AbIMMUM 118" (WET) THICKNESS HILT( CP 672 SPEED SPRAY TO COMPLETELY COVER MINERAL WOOL AND TO OVERLAP A MINIMUM Ire ONTO GYPSUMAND METAL DECKING ON BOTH SIDES OF GYPSUM WALL ASSEMBLY. NOTES: I. STEEL FLOOR UNITS MAY BE SPRAYED WITH A MSN. 5M0" THICKNESS TO MAX, 1.314" NOTES : 1, STEEL FLOOR UNITS MAY BE SPRAYED WITH AMWL 6N8"THICKNESSTOMAX, 1.3W' 1r. THICKNESS OF UL CLASSIFIED MONOKOTE TYPE MK4IHY FIREPROOFING 3 3B MANUFACTURED BY W.R. GRACE PRIOR TO INSTALLATION OF CEILING RUNNERS, B 2, WHEN THE STEEL DECK S COATED WITH FIREPROOFING, HILTI CP 072 SHALL OVERLAP 1. Floor Assami -The fire -hated fluted also floor uwticcorcm18 floor assembly shall be constructed offs edbilk and in h rdemerdeedibed in C`1 Ne individual 0700 Floor-Caling Design h we Fine Resistance Dlredory end sine Include h tolls ftmrshdm baits THE WALL A MINIMUM 112" AND OVERLAP THE FIREPROOFING A MINIMUM ON BOTH A Seel Floor and Fan Ud18' . Max 3 n. deep gd%'steel IMfloor unb GYPSUM WALL ASSEMBLY, B. Camomile -Min 2.1Q In, dock reinforced canals, as measured from ft by pore olhfear Oft W C. Spa y-Applled Fire Rssmi MrYriar - Meth Ine18laton tithe DOM narrow (Ram 24 81801 rows unbb be SPIW,lh a 1-112 h. 3, AS AN ALTERNATE TO CEILING RUNNER IN REM N0, 3, CEILING RUNNERS, holes a ofTyps MK4W SwitiAppled Fire Reodvs Materia following h caAw►end cmpemty *Oft Submitted bmrding 56 a MANUFACTURED BY SLIP- TRACK SYSTEMS, INC., METAL-LffE, TOTAL STEEL SOLUTIONS, 1.1M in. ether ode of the calhg donrwl wOn the flute, for land 2 W mbd senMes, reepodvdy.IYfadel lsb bebmided bomete U van" alma steel floor unite, dtedy drove he gypsum board, 5111 or 1.1M lax homho MWdh cft manes, THE STEEL NETWORK MAY BE USED. WHEN ALTERNATE CEILING TRACKS ARE USED, W R GRACE & CD - CONN CMSnM71ON PROMM EW -Type Yc81L1y CONSULT THE UL FIRE RESISTANCE DIRECTORY FOR INSTALLATION IN8TRUCTKN45, 2. Wet Allenby -The 1 ort hrnnraed gypsum boadrnid wall Bmfttly dM be constructed dbp maasls and in to Manner In the such that, when the perxbding Aero es melded in the opening, hdMOwl eNao or W W Series MR and pr11m Design In the ULFIa RD$"" Grocery and" htluls h b0oweg mrmhdm ioWms: 4, AS AN ALTERNATE TO HILT, CP 767 SPEED STRIPS ANDIOR CP 777 SPEED PLLKr'S, A. Steel Floorand Ceding Runners- Flawsand ceding mmen dwafl sswby aM consist ofmfahes2SpansgdvtWds. sa b COMPRESSED 50% MAY BE USED, accommodate steel sbde(Rem 2%, teeing runnerb be prodded wM 3 in. Mtge. Casing rumor Omb" popaiklerb dkKb of wLL �� fluted deal deck and secured to Malays wth steel aeamry anelba abydb 4'acaa max 12k aC. 5, T•RATING MAY NOT EQUAL F•RATING IN ACCORDANCE WITH UL 2078. A1. Light Gauge Famlrg'-flotlsd Calog Runner (For use In aMkd ns whore PH wdh (kesed eaodd1In) -)&ane1■rwlebh 6, FIRE -RATING OF ASSEMBLY IS ONLY AS GOOD AS PERFORMANCE OF ROOF DECK coling mi oo In tem 2A and 2A1, verbcel datedon belpug runner 10 co ndd of PW steel chomel IM debit Marietta deletion Q mea=nly fastened =shin rums. 9o118d dna, prodded wM deP buahvhps, MpemotedfMarwg drfel tlds Fags sled b UNDER FIRE CONDITIONS. ammwmdotesbo Oda(son281. Veftaiddedl)nmeWgwearvisaed PerWd ulatodbdm dt6ddealdeoewdeaitdb TMS FJlGIE68NG JUDGIENT REPRESENTS A ROTOR SYSTEM TNATWOUID BE EXPECTED TO PASSTHE STATED RATINGS IF TESTED. valleys win deal mesomy endio s spaced max 24In. OC. HO.TI,nc. Tubo gddhome UBA(8111)25280m SUPTRACK SYSTEMS INC -SUP-TRK A2. LIIN Gouge Fnmlg'-Menest Defection Calling Rmmer(Foruse n applogimt ahem laintWO cob released 1 n) -Asn whereastothecallingmmneninIlam2Aend2A1, 2d2 vemleo deMdbn aging eeaer to consist dgov sled d- wMdAWwAmldesedon Stab tipsmstdtao WdLFag..b d 51639a toB=rdladae deal duds(Ilam 28). Vencal defection coag ftr "Mohd peN■idlddab swim dlsed also dot std domed 00 HAR n and to VOHS" wish deed Mowry ancon spaced mac 24 in. GO, THE STEEL NETWORKNC-vRm7mck VID250, •VrM50, *MM -VrMM,- 11i Saving Lives through /nnovadon and Education LL LL RepUroduced by HILT, irs, CA"d � ®�;C LU LU FIRESTOP SYSTEMS System No, HW -D-0190 Assembly Rating - 1 and 2 Hr Nominal Joint - 2 In, Class II Movement Capabilities - 13% Compression or Extension A3.Lgm Gouge Fmdng'-Natdod Coig Runner -Asan dbmaebh coding t■ 'g numm m2Attrgn2A2,,cbod oaring anymore b consist of C-shaped gel, aeo dome wish latched ralum bras sand b am odate*W oda(bm2B1 Notlxd oft owner inebled papadkndato dlmmon of Med steel deck ed seared to %Moes wM alai meaty ewlostpod art 21In.00. DENMAR STEEL INC. Type OCR 6. Studs -Steel audsto be nen 2.112 n. ride. Studs cul ie n b 3a nos in length hen ssersbly hOtTO bolomnaft h NW imaging on lie floor runner ah0wM by nesting Ming nm(WTMas Wxh=w. Whmdotedailw (bMZA1)busAsled studs secured to slatted telling never win No. 8 by V2 In, long vderhW asd eeews amahepwddd an Both ode dwM.W41an vertical deteclan ceiling runny (tem 2A) is used, =d studs Material to dWad vertical ddlstlbn*& hanyi bhsthsh¢s, vAh des a=" of ndmdght of each slat. SRW sp"it"e not to asead24 in.00. C. Gypsum 11i - One art. Ismn of SIB In. III gypsumbead m ewdh tide d wM. It Oalrltded s spaded into MMdeel Welland POMan Design,e eoptwwtemax2h.gspsIM8111 oWWrod belseen bPd bard rd basaeeplsre dwdoaw roof unds and the by mw d sae=s shall be InstalM into the WM4 h. below to bolas ooh dW towuds 3. Joint system -Max imperial -amen baron of lwrwmof mMmd by dgypas bewd dtkp all IB2 h. Thep" eplmh b designed b awanmodas a max of 125 paced camgesdon orddsi Rom ss c=oed wWtgftOtwiftm WsdsbwOffOWd and o fit m18nd between the top ooh 0'P'■• board and the bdbmdh low, stbs'. A Fomdng Worst'- Min 4 ad several wad batt Insulation they be oat"o alba to RI he goo I ft top ooh ppsen bond and bdlom tithe floor urd18. The welsh duo strips shm be eq�eY b h N181 fiWea ooh gipsmaoord. T!o alp dmNherdwod om cmpnssd 50 percent In Ihlrbos andfirmly paved Into to gwp boom h tap din gjp mbdrd ted bloat drebor Ws FIBRE( INSULATIONS INC-TEP(9ig MWebm S. Fd. Vold or Cavity Mdermi A st=d -ALIS hh.war hkJnrwd®wmwbM eprg9l oftr ansett the dwYboxmrp18faly rover nynere wool terming mlederhd b woriep to In. rob gypsur rd 2 h. wra sprryeppd reddwe nraW. HILTI CONSTRUCTION C=CAM DrVOF HILTI NC-O'11R FYdbp %M 'Bsrhg he UL Classification Mod c�o��ar d ©302 us FlRESTOP SYSTEMS _9J ENGINEERING JUDGMENT FIRESTOP DETAIL CONTRACTOR: DOHERTY SOMMERS F•RATING is fl -HR. OR 2 -HR, (SEE NOTE NO, 6 BELOW) 1, BUILT UP METAL ROOF DECK ASSEMBLY (NON FIRE-RATED). 2 GYPSUM WALL ASSEMBLY, (UUULC CLASSIFIED 0400 SERIES) (1•1011. OR 2 -HR, FIRE -RATING). 3. CEILING RUNNER (MRN. 25 GA, WITH 2" FLANGES) FASTENED TO UNDERSIDE OF DECK (SEE NOTE NO.3 BELOW). 4, STEEL STUDS (MIN. 2.112" WIDE), CUT 112" TOW LESS IN LENGTH THAN ASSEMBLY HEIGHT, NESTING IN CEILING RUNNER WITHOUT ATTACHMENT, 5, HILTI CP 777 SPEED PLUGS FRICTION FITTED TO COMPLETELY FILL FLUTE FLUSH WITH BOTH SIDES OF WALL (SEE NOTE NO.4 BELOW), 6, HILTI CP 767 SPEED STRIPS COMPRESSED 50% AND INSERTED INTOJOINT, FLUSH WITH BOTH SIDES OF WALL 7, AbIMMUM 118" (WET) THICKNESS HILT( CP 672 SPEED SPRAY TO COMPLETELY COVER MINERAL WOOL AND TO OVERLAP A MINIMUM Ire ONTO GYPSUMAND METAL DECKING ON BOTH SIDES OF GYPSUM WALL ASSEMBLY. NOTES: I. STEEL FLOOR UNITS MAY BE SPRAYED WITH A MSN. 5M0" THICKNESS TO MAX, 1.314" NOTES : 1, STEEL FLOOR UNITS MAY BE SPRAYED WITH AMWL 6N8"THICKNESSTOMAX, 1.3W' 1. Wall Assembly The 1 or 2 hr fire -rated gypsum wahbood/stud wag THICKNESS OF UL CLASSIFIED MONOKOTE TYPE MK4IHY FIREPROOFING THICKNESS OF UL CLASSIFIED MONOKOTE TYPE MK4IHIY FIREPROOFING MANUFACTURED BY W,R, GRACE & CO. PRIOR TO INSTALLATION OF CEILING RUNNERS, MANUFACTURED BY W.R. GRACE PRIOR TO INSTALLATION OF CEILING RUNNERS, Designs in the UL Fire Resistance Directory and shall include the 2, WHEN THE STEEL DECK S COATED WITH FIREPROOFING, HILTI CP 072 SHALL OVERLAP 2, WHEN THE STE EL DECK B COATED WITH FIREPROOFING, HILTI CP 672 SHALL OVERLAP C`1 THE WALL A MIN, UP AND OVERLAP THE FIREPROOFING A MIN, 2" ON BOTH SIDES OF THE WALL A MINIMUM 112" AND OVERLAP THE FIREPROOFING A MINIMUM ON BOTH cannel studs Wood studs to consist of nom 2 by 4 in. lumber GYPSUM WALL ASSEMBLY, SIDES OF GYPSUM WALL ASSEMBLY, W 3, AS AN ALTERNATE TO CEILING RUNNER IN ITEM NO. 3, CEILING RUNNERS, 3, AS AN ALTERNATE TO CEILING RUNNER IN REM N0, 3, CEILING RUNNERS, of opening exceeds the width of stud cavity, the opening awl MANUFACTURED BY SLIP- TRACK SYSTEMS, INC., METAL-LffE, TOTAL STEEL SOLUTIONS, MANUFACTURED BY SLIPTRACK SYSTEMS, METAL -LITE, TOTAL STEEL SOLUTIONS, OR U ORTHE STEEL NETWORK MAY BE USED. WHEN ALTERNATE CEILING TRACKS ARE USED, THE STEEL NETWORK MAY BE USED. WHEN ALTERNATE CEILING TRACKS ARE USED, at each end. The framed opening in the woo shall be 4 to 6 in. CONSULT THE UL FIRE RESISTANCE DIRECTORY FOR INSTALLATION IN8TRUCTKN45, CONSULT THE UL FIRE RESISTANCE DIRECTORY FOR INSTALLATION INSTRUCTIONS, such that, when the perxbding Aero es melded in the opening, 4. AS AN ALTERNATE TO HILTI CP 767 SPEED STRIPS, MINERAL WOOL (MIN. 4 PCF DENSITY) 4, AS AN ALTERNATE TO HILT, CP 767 SPEED STRIPS ANDIOR CP 777 SPEED PLLKr'S, a COMPRESSED 50% MAY BE USED, MINERAL WOOL (MIN, 4 PCF DENSITY) COMPRESSED 5096 MAY BE USED, wLL �� 5, T•RATING MAY NOT EQUAL F•RATING IN ACCORDANCE WITH UL 2079, 5, T•RATING MAY NOT EQUAL F•RATING IN ACCORDANCE WITH UL 2078. @us 6, FIRE -RATING OF ASSEMBLY IS ONLY AS GOOD AS PERFORMANCE OF ROOF DECK 6, FIRE -RATING OF ASSEMBLY 0 ONLY AS GOOD AS PERFORMANCE OF ROOF DECK Q UNDER FIRE CONDITIONS. UNDER FIRE CONDITIONS. TAS i9fliI MMT REPRESENTS AFItE6TOP8YSTEMTWLT WOULDBEUACTEDTOPA83THE STATED IRAIWOBIFTEIFTED. TMS FJlGIE68NG JUDGIENT REPRESENTS A ROTOR SYSTEM TNATWOUID BE EXPECTED TO PASSTHE STATED RATINGS IF TESTED. (REFERENCE: UL SYSTEM NO, HVW041011I HO.TI,nc. Tubo gddhome UBA(8111)25280m Tulse, ddshome USA(910) 2524 0M [5;;_,y HLn, ha.:: 2d2 ".1100No. Stab y -0(Wa ca 51639a ON LLOCD44 00 HAR n and FIRESTOP SYSTEMS cl Q Saving Lives through /nnovadon and Education ST ENGINEERING JUDGMENT FIRESTOP DETAIL CONTRACTOR; DOHERTY SOMMERS F -RATING ■ I.11I OR 2 -HR. (SEE NOTE NO.6 BELOW) FRONTVIEW g SECTIONAA T A T r 6 3 0 5 I' A 2 4 1, BUILT UP METAL ROOF DECK ASSEMBLY (NON FIRE-RATED). 2, GYPSUM WALL ASSEMBLY (ULIULC CLASWFED U400 SERIES) O -HR, OR 2•HR, FIRE -RATING), 3, CEILING RUNNER (MIN, 25 GA., WITH Y FLANGES) FASTENED TO UNDERSIDE OF DECK (SEE NOTE NO. 3BELOW), 4. STEEL STUDS (MIN, 2.112" WIDE), CUT 112" TO W LESS IN LENGTH THAN ASSEMBLY HEIGHT, NESTING IN CEILING RUNNER WITHOUT ATTACHMENT, S. HILTI CP 767 SPEED STRIPS COMPRESSED 50% AND INSERTED KM XWr, FLUSH WITH BOTH SIDES OF WALL SURFACES, 6. MINIMUM 118" (WET) THICKNESS HILTI CP 672 SPEED SPRAY TO COMPLETELY COVER MINERAL WOOL AND TO OVERLAP MINIMUM 112" ONTO GYPSUM WALL AND METAL DECKING, ON BOTH SIDES OF WALL ASSEMBLY, 1B NOTES: I. STEEL FLOOR UNITS MAY BE SPRAYED WITH A MSN. 5M0" THICKNESS TO MAX, 1.314" Qac 1. Wall Assembly The 1 or 2 hr fire -rated gypsum wahbood/stud wag THICKNESS OF UL CLASSIFIED MONOKOTE TYPE MK4IHY FIREPROOFING assembly shall be constructed of the materials and in the manner MANUFACTURED BY W,R, GRACE & CO. PRIOR TO INSTALLATION OF CEILING RUNNERS, - Designs in the UL Fire Resistance Directory and shall include the 2, WHEN THE STEEL DECK S COATED WITH FIREPROOFING, HILTI CP 072 SHALL OVERLAP following construction features: C`1 THE WALL A MIN, UP AND OVERLAP THE FIREPROOFING A MIN, 2" ON BOTH SIDES OF Q cannel studs Wood studs to consist of nom 2 by 4 in. lumber GYPSUM WALL ASSEMBLY, spaced 16 in. OC. Steel studs to be min 2-1/2 in. wide and W 3, AS AN ALTERNATE TO CEILING RUNNER IN ITEM NO. 3, CEILING RUNNERS, _ of opening exceeds the width of stud cavity, the opening awl MANUFACTURED BY SLIP- TRACK SYSTEMS, INC., METAL-LffE, TOTAL STEEL SOLUTIONS, be framed on all sides using lengths of steel stud installed U ORTHE STEEL NETWORK MAY BE USED. WHEN ALTERNATE CEILING TRACKS ARE USED, at each end. The framed opening in the woo shall be 4 to 6 in. CONSULT THE UL FIRE RESISTANCE DIRECTORY FOR INSTALLATION IN8TRUCTKN45, wider and 4 to 6 in. higher than the dam of the penetrating item such that, when the perxbding Aero es melded in the opening, 4. AS AN ALTERNATE TO HILTI CP 767 SPEED STRIPS, MINERAL WOOL (MIN. 4 PCF DENSITY) a 2 to 3 in. clearance is present between the penetrating item a COMPRESSED 50% MAY BE USED, wLL �� 5, T•RATING MAY NOT EQUAL F•RATING IN ACCORDANCE WITH UL 2079, L_n--LJLJIJ =04 wm'%=iAWm nK hr.. at @us 6, FIRE -RATING OF ASSEMBLY IS ONLY AS GOOD AS PERFORMANCE OF ROOF DECK C IMge; 1 d 2 Q UNDER FIRE CONDITIONS. m00� r m 4T 4D TAS i9fliI MMT REPRESENTS AFItE6TOP8YSTEMTWLT WOULDBEUACTEDTOPA83THE STATED IRAIWOBIFTEIFTED. (REFERENCE: UL SYSTEM NO.HWDAOS) Q��0a HO.TI,nc. Tubo gddhome UBA(8111)25280m Shed 1dt Drewry A-. _=11 I FIRESTOP SYSTEMS y -0(Wa ca ON LLOCD44 Oe8 iuR d,zn11 Saving LlveS through /nnavadon and Education System No, W -L-1054 0 F Ratings - 1 and 2 Hr (See Items l and 3) T Rating - 0 Hr N M L Rating At Ambient - Less Than 1 CFM/Sq Ft O L Rating At 400 F - 4 CFM/Sq Ft O A IA 3 2 A 1B SECTIIDN A -A Qac 1. Wall Assembly The 1 or 2 hr fire -rated gypsum wahbood/stud wag W assembly shall be constructed of the materials and in the manner speeded in the inrfvidw U300 or U400 Series Wall and Partition - Designs in the UL Fire Resistance Directory and shall include the following construction features: C`1 A Studs Wog fromag may consist of either wood studs or steel Q cannel studs Wood studs to consist of nom 2 by 4 in. lumber = spaced 16 in. OC. Steel studs to be min 2-1/2 in. wide and W spaced max 24 in. OG When steel studs are used and the (Rom _ of opening exceeds the width of stud cavity, the opening awl be framed on all sides using lengths of steel stud installed U between Ux vertical studs and screw-aHached to the steel studs at each end. The framed opening in the woo shall be 4 to 6 in. Cc' wider and 4 to 6 in. higher than the dam of the penetrating item such that, when the perxbding Aero es melded in the opening, p N) a 2 to 3 in. clearance is present between the penetrating item a and the framing on all four sides. wLL �� O L_n--LJLJIJ =04 wm'%=iAWm nK hr.. at @us FlRESTOP SYSTEMS NMMW 27, 8000 C IMge; 1 d 2 System No, W -L-1054 c F Ratings - 1 and 2 Hr (See Items 1 and 3) T Rating - 0 Hr L Rating At Ambient - Less Than 1 CFM/Sq Ft L Rating At 400 F - 4 CFM/Sq Ft 8. Gypsum Score 5/8 in. thick, 4 ft wide wide square or tapered edges. The gypsum wdibard 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 Resistalae Directory. Max Gram of opening is 32-1/4 in. for steel stud wdis. Max Gem of opening is 14-1/2 in, for wood stud walls. The F Rating of the firestop system is equal to the fire mtirg of the wall assembly. 2. Through -Penetrants One merogk pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. M annular We of min 0 in. to max 2-1/4 in. is required within fireslop system. Pipe, conduit or tubing to be rigdly supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: A Steel Pipe Nom 30 in idiom (or smaller) Schedule 10 (or heavier) steel pipe. 8. Won Pipe Nom 30 in. diem (or smaller) cast or ducfile iron pipe. C. Conduit Nom 4 in Gam (or another) steel electrical metallic tubing a 6 in, dam sten conduit D. Copper Tubing Nom 6 in. d'am (or smaller) Type L (or heavier) copper tubing. E Copper Frye Nom 6 in. Gam (or smalor) regular (or heavier) copper pipe. 3. Fill, Void or Cavity Material? - Sealant Min 5/8 in. or 1-1/4 in. thickness of fig material applied within the anndls, Rush with both surfaces of wall for 1 or 2 hr woflI respectivley. At the point contact location between pipe and wag, a min 1/2 in. diam bead of fill material shall be applied at the pipe covering/wall interface on both surfaces of wag . HILTI CONSTRUCTION CHIEWCALS, ON OF HILTI INC - FS -One Sealant 'Bearing the UL Classification Mark Gd4�°°°tawanuars ,d owk� FIRESTOP SYSTEMS Remember 27, 2000 DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC - THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION &CONSENT. N EJ 00 ❑❑ 00 N M C O O ❑ Z W a = O = U Qac W Z W �m oV E" ULu - cM '^ W C`1 rn O Q NVJ i.I.. = 00 Ln W rZ LLJVO _ 0 �60 Z U Q EJ VJ W ❑❑ EJ V N M O O ❑ Z ❑ a = O = U Qac W Z W �m oV E" W sip Z cM '^ W rn O Q NVJ i.I.. 00 Ln W rZ LLJVO O 0 �60 Z mIf)N Z0 � W Cc' LU p N) L a wLL �� O ©�V Woma.,_ N �,o Z Q �"� m00� r m 4T 4D mR+= C C W= > a-oo C mm� ©=UC4Te� rooM Lii ,ti tet' y -0(Wa ca ON LLOCD44 e-U)NN "DV -C O cl Q Mama) 0) LL LL DRAWN BY: CAS CHECKED BY: CAS DATE: 12-05-18 SHEET A-6 VJ W M N ■� N M O O p O L,L �O _J LL m a = O = U Qac W Z W �m oV E" sip Z 0 Q W Z ° in _J m LU LU U) Q J LU LU LU Cj C0 Z DRAWN BY: CAS CHECKED BY: CAS DATE: 12-05-18 SHEET A-6 MECHANICAL NOTES 1. ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN DUCTS, & TRANSITIONS AROUND OBSTRUCTIONS SHALL BE PROVIDED AT NO ADDITIONAL COST. MAINTAIN MANUFACTURER'S RECOMMENDED CLEARANCES. LOCATION OF DUCTWORK IS APPROXIMATE. PRIOR TO FABRICATING DUCTWORK, CONTRACTOR SHALL VERIFY ALL DIMENSIONS & CLEARANCES AND REPORT ANY DISCREPANCIES BETWEEN DRAWINGS & ACTUAL FIELD CONDITIONS TO THE ENGINEER. PRIOR TO INSTALLING EQUIPMENT, CONTRACTOR SHALL ENSURE EQUIPMENT CLEARANCES WILL BE MAINTAINED. 2. FABRICATE & INSTALL DUCTWORK IN ACCORDANCE WITH SMACNA DUCT CONSTRUCTION STANDARDS, LATEST EDITION, 3. CONDENSATE DISPOSAL SHALL BE IN ACCORDANCE WITH 2017 FMC INCLUDING ALL LATEST REVISIONS. 4. CONDENSATE PIPING SHALL BE TRAPPED AND SIZED PER MANUFACTURER'S RECOMMENDATIONS. 5. INDOOR & OUTDOOR UNITS SHALL HAVE SINGLE POINT OF CONNECTION. 6. PROVIDE CONICAL TAKE -OFFS FOR ALL ROUND TAPS INTO RECTANGULAR DUCTWORK WITH VOLUME DAMPERS AT EACH TAKE -OFF FOR CFM ADJUSTMENT. 7. COORDINATE DIFFUSER BOXES, SUPPLY, & RETURN GRILLES & OTHER MECHANICAL DEVICES WITH LIGHT FIXTURES, SPRINKLER PIPING & PLUMBING. 8. PROVIDE LOW AMBIENT CONTROLS AS NECESSARY TO ALLOW COOLING AT TEMPERATURES DOWN TO 45°F. 9. HORSEPOWER RATINGS ON MOTORS ARE BASED ON SCHEDULED EQUIPMENT & DESIGN CONDITIONS. ACTUAL FIELD CONDITIONS OR SUBSTITUTIONS FROM SCHEDULED EQUIPMENT MAY REQUIRE DIFFERENT HORSEPOWER. IF LARGER MOTOR SIZES ARE REQUIRED OR CHANGES OCCUR IN VOLTAGES, COORDINATE ELECTRICAL SERVICE TO ENSURE PROPER WIRE SIZES & DEVICES AT NO ADDITIONAL COMPENSATION (DUE TO THESE CHANGES) ASKED FOR OR REQUESTED BY ANOTHER CONTRACTOR OR TRADE. 10.REFRIGERANT LINES FROM CU's TO AHU's SHALL BE SIZED PER MANUFACTURER'S RECOMMENDATIONS. 11.ALL FAN MOTORS SHALL HAVE THERMAL OVERLOAD & CURRENT PROTECTION. 12.PROVIDE SMOKE DETECTORS IN RETURN DUCT FOR ALL AHU's THAT DELIVER 2000 CFM OF SUPPLY AIR OR GREATER FOR UNIT SHUTDOWN, CONTRACTOR SHALL PROVIDE AUDIBLE & VISUAL ALARM IN A CONSTANTLY OCCUPIED LOCATION. ALARM SHALL BE LABELED "DUCT TROUBLE". 13. PROVIDE AHU's WITH PROGRAMMABLE THERMOSTATS. 14.PROVIDE UNITS WITH 1" DISPOSABLE FILTER & FILTER HOUSING, TIME DELAY RELAY & LOCKOUT RELAY. 15.PROVIDE UNITS WITH A 5 YEAR WARRANTY FOR COMPRESSORS & ONE YEAR ON OTHER PARTS. 16. ALL DUCTWORK SHALL BE CONSTRUCTED WITH SHEET METAL OR DUCTBOARD PER LATEST SMACNA STANDARDS, & SHALL HAVE A MINIMUM R VALUE OF 6. 17.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 2017 FLORIDA MECHANICAL CODE (INCLUDING ALL LATEST REVISIONS), NFPA 90A, ASHRAE 62-2010, AND ASHRAE 90.1. 6"0 UP TO 7 /% A A ^ ROOF W/ CAP CU -1 (EX) AHU-2 (EX) SPLIT SYSTEM COOLING UNIT INDOOR FAN DATA COOLING CAPACITY INDOOR FAN OUTDOOR FAN ELECTRICAL DATA COMP. OUTDOOR MARK SEER RLA FAN FLA BASIS OF DESIGN TOTAL 0/A ESP FLA MOTOR EDB EWB AMBIENT TOTAL SENSI LE (A} (A) MCA MOCP HEATER MCA MOCP FLOW (CFM) (W.G.) (A) (HP) ('F) (°F) (°F) (BTU/HR) (BTU/ R) (A) (A) (kW) (A) (q) VOLTS HZ PHASE (CFM) AHU-1F23 TRANS A U-1 1150 120 0.5 2.6 0.5 77 64 95 32,719 25,6 6 14 14.1 1.2 25 2.88 18 30 208 60 1 TEM4A0B36S31/4TTR4 NOTES: 1. UNITS PROVIDED SHALL MEET ALL SCHEDULED VALUES REGARDLESS OF MODEL OR TYPE, UN -ESS APPROVED BY THE ENGINEER. 2. PROVIDE EACH UNIT WITH A THERMOSTAT MOUNTED @ 48" AFF. 3. PROVIDE ECONOMIZER SYSTEM. INDOOR FAN DATA EXISTING SPLIT SYSTEM COOLING UNIT T-� COOLING CAPACITY INDOOR FAN OUTDOOR FAN ELECTRICAL DATA MARK TOTAL FLOW 0/A ESP FLA MOTOR EDB EWB AMBIENT .TOTAL SE (CFM) (CFM) (W.G.) (A) (HP) (°F) (°F) (°F) (BTU/HR) (B AHU-2 800 80 - 1.3 0.25 80 67 95 24,000 /CU -2 NOTES: 1. UNITS PROVIDED SHALL MEET ALL SCHEDULED VALUES REGARDLESS OF MODEL OR TYPE, 2. PROVIDE EACH UNIT WITH A THERMOSTAT MOUNTED @ 48" AFF. I B 500 1.1\1_ COMP. OUTDOOR EER RLA FAN BASIS OF DESIGN SI iILE (A) FLA MCA MOCP HEATER MCA MOCP J/HR) (A) VOLTS Hz PHASE (A) (A) (kW) (q) (q) - -- -- 23 25 5 -- - 208 60 1 TRANS -- TEM3A0B24S21 SAA )N�.ESS APPROVED BY THE ENGINEER. MARK SERVICE EF -1 TOILET ROOM NOTE: 1. INTERLOCK WITH LIGHT SWITCH, 2. PROVIDE BACKDRAFT DAMPER. rUN�T AUST FAN SCHEDULE TOTAL AIR E.S.P. POWER (CFM) (W.G) TYPE DRIVE (vv)AMPS 70 0.10 C _ILING DIRECT 96 0.8 VOLTS/PH/HZ 120/11/60 MANUFACTURER I MODEL NUMBER I NOTES NUTONE 1 671R 1 1,2 AIR DIST IBUTION SCHEDULE DEVICE SCHEDULE MARK DESCRIPTION M )UNTING )NTING FACE SIZE BASIS OF DESIGN NOTES A 4 -WAY SUPPLY LAY -1 / SURFACE 24"X 24" / 12"X 12" TITUS TMS 1,2 B RETURN WA -L / DOOR SEE DRAWING TITUS 355FL 1,2 NOTES: 1. LOUVER FACE. 2. WITH OPTIONAL DAMPER. 13"x 12" ALUMINUM GREENHECK EVH-501 MARK SERVICE EF -1 TOILET ROOM NOTE: 1. INTERLOCK WITH LIGHT SWITCH, 2. PROVIDE BACKDRAFT DAMPER. rUN�T AUST FAN SCHEDULE TOTAL AIR E.S.P. POWER (CFM) (W.G) TYPE DRIVE (vv)AMPS 70 0.10 C _ILING DIRECT 96 0.8 VOLTS/PH/HZ 120/11/60 MANUFACTURER I MODEL NUMBER I NOTES NUTONE 1 671R 1 1,2 M11 w 50 MECHANICAL PLAN ISCALE: 1/4"= V-0" [ROOM 103 AHU-1 ROOM 104 B A 10 00 IX A B d l 100 d 8x6 �1 A B 00 450 KP�1412 ROOM 106 1 ROOM 105 00 00 10x10 BRANCH & FLEX DUCT SCHEDULE 0 - 160 (.OUVER SCHEDULE MARK DESCRIPTION TOTAL AIR MO )NTING FACE SIZE MATERIAL BASIS OF DESIGN NOTES 475 - 700 CFM (CFM) 705 -1100 CFM - 16"o NOTE: BRANCH RUNOUT SIZE REFLECTS SUPPLY DIFFUSER NECK SIZE UNLESS OTHERWISE NOTED. L-1 OUTDOOR AIR INTAKE 200 WALL OUNTED 13"x 12" ALUMINUM GREENHECK EVH-501 1,2 NOTES: ROOM 101 (TOILET) 0 1. COORDINATE FINISH WITH ARCHITECT. 0 56 70 CFM x 2. PROVIDE INSECT SCREEN. O mN Z M11 w 50 MECHANICAL PLAN ISCALE: 1/4"= V-0" [ROOM 103 AHU-1 ROOM 104 B A 10 00 IX A B d l 100 d 8x6 �1 A B 00 450 KP�1412 ROOM 106 1 ROOM 105 00 00 10x10 BRANCH & FLEX DUCT SCHEDULE 0 - 160 CFM - 6"0 165 - 250 CFM - 8"o 255 - 380 CFM - 10"o 385 - 470 CFM - 12"0 475 - 700 CFM - 14"o 705 -1100 CFM - 16"o NOTE: BRANCH RUNOUT SIZE REFLECTS SUPPLY DIFFUSER NECK SIZE UNLESS OTHERWISE NOTED. w OUTDOOR AIR VENTILATION CALCULATION ASHRAE 62.1 2004 Vbz = (Rp)(Pz) + (Ra)(Az) F-1 PEOPLE ZONE AREA ZONE Lu BREATHING SPACE OUTDOOR POPULATION OUTDOOR FLOOR EXHAUST ZONE AIR RATE (P.) AIR RATE AREA (E.) NO Q (Rr) (R.) (A.) ROOM 101 (TOILET) 0 0 0 56 70 CFM x 0 O mN Z W °5 M TOILET ROOM 102 (OFFICE) 5 1 0.06 172 N/A 15 ROOM 103 (OFFICE) 5 - 3 0.06 611 N/A 52 ROOM 104 (OFFICE) 5 1 0.06 96 N/A 11 ROOM 105 (OFFICE) 5 2 0.06 274 N/A 26 ROOM 106 (AHU) 0 0 0.06 12 N/A 1 ROOM 107 (BREAK) 7.5 2 0.06 69 N/A 19 TOTAL O/A REQUIRED =124 CFM TOTAL = 70 124 O/A PROVIDED THROUGH AHU-1 = 200 CFM (j) � W EXISTING ROOF CAP BIRD SCREEN CEILING I CEILING FAN WITH BAC CEILING INTAKE Lu 8§ 3l N �S ma UJ $Z Q Vl ZZ W S�, Lu co a� Z 3C24 �w o� w� zg 3 00 UJ W Wu Z� DUCT TO ROOF CAP a w z 0 CL ILZZo xm� 3:' 9wa. ®^ awF AJ z 3 �❑ /� 8P EXHAUST DETAIL WW§ TOILET�oZ§ � NOT TO SCALE 4 a yZ w�¢ �"8 05 Zoe_ rnrn a� oc8o W 1313 IL F-1 N N M V ° O Lu ul LO Z ❑ OU Q ui -7 \� Z~ -� Z �Lu M M Q cn W rn 0 Fa - El 1313 M M F-1 N N M V ° O ❑ Z ❑ OU Q WW m Z~ -� 00 H Z W M M Q cn W rn 0 Fa - rZn V C) O Z O mN Z W °5 M ca O42 LJi. Q (f) F'c� o.. ©U W =�a)Z vj a 4- ° m m oo r- W= Q> 0 0 m U _(�/) coi 0v-4 -o cow low O LL SYN N -a-a l'u_o0 Q M)0 � LL VJ w M M N N M F -O 0 _j ° O op DZ �o w LL OU Q WW m Z~ -� 00 H Z 06 L.L. Q J Fa - 0 ca N J ° 0 C IW - Z Z g o a J U_ (j) � W Z 2 W W H F_ ° W LLJ � Z DRAWN BY: AMG CHECKED BY: CMD DATE: 11-05-18 SHEET M-1 ARCHITECTURAL G-1 CODE DATA G-2 LIFE SAFETY PLAN A-1 FLOOR PLAN A-2 REFLECTED CEILING PLAN A-3 POWER PLAN A-4 ACCESSIBILITY GUIDELINES MECHANICAL M-1 MECHANICAL NOTES, SCHEDULES, AND DETAILS PLUMBING (BY OTHERS P-1 PLUMBING PLAN r -m A I /nV r1TLJCDC E-1 ELECTRICAL PLAN PLUMBING FIXTURE COUNT PER TABLE 403.1 FLORIDA PLUMBING CODE BUSINESS (B) WATER CLOSETS 1 WC PER 25 MALE/FEMALE FOR THE FIRST 50 PEOPLE LAVATORIES 1 LAV PER 40 MALE/FEMALE FOR THE FIRST 80 PEOPLE DRINKING 1 LAV PER 1,000 FOUNTAINS TOTAL OCCUPANT LOAD BUSINESS - 14 7 MALES 7 FEMALES 1 REQUIRED WATERCLOSET 1 REQUIRED LAVATORY SEPARATE FACILITIES NOT OF 1REQUIRED 5 OR LE SR PC 03 2 EBUSINESS OXCEPT ON #2) WITH H A TOTAL OCCUPANT LOAD A SERVICE SOREQUIRED BUSINESS OCCUPANCIES WITH AN OCCUPANT LOAD OF1OR LESS (FC T403.FOOTNOTE e) LOCKS ON EXIT DOORS SHALL NOT REQUIRE THE USE OF A KEY, A TOOL OR SPECIAL KNOWLEDGE OR EFFORT FOR OPERATION FROM EGRESS SIDE UNLESS THEY MEET THE REQUIREMENTS OF NFPA 101 7.1.2.5. NOTE A: EXIT DOOR TACTILE SIGNAGE READING: EXIT SIGNAGE SHALL COMPLY w/ANSI/CABO A117.1; MOUNT 60" AFF TO CENTERLINE OF SIGN LOCATION OF SIGN SHALL COMPLY WITH FBC-ACCESSIBILITY 703 SIGNS SHALL BE THE RESPONSIBILITY OF THE INDIVIDUAL TENANTS AS PART OF THEIR BUILD -OUTS CODE RE UIRE14NIN THE PROJECT IS A TENANT BUILDOUT 'OR AN OFFICE. THE BUILDING "MAYPORT CENTER" WA' DESIGNED BY ROBERT ALLEN CONNER, ARCHITECT NOV. 12, 1985 THE DRAWINGS ARE STAMPED PERMIT APPROVED BY ATLANTIC BEACH MAY 9, 1986 THE BUILDING IS CONSTRUCTED OUT F NON -LOAD-BEARING CMU WALLS, CONCRETE SLAB -ON -GRADE FLOORS, PRE-ENGINEERED METAL BUILDING ST 2UCTURE & METAL ROOFING FLORIDA BUILDING CODE 6th EDITION (M17) FLORIDA FIRE PREVENTION CODE 6th .DITION (ENCOMPASSING THE 2015 EDITIONS OF NFPA 1 & NFPA 101) FLORIDA BUILDING CODE - ACCESSIBILITY 6th EDITION (2017) FLORIDA BUILDING CODE - EXISTING B JILDING 6th EDITION (2017) THE PROJECT IS AN ALTERATION - LEVEL 2 (FBC-EB 504.1) OCCUPANCY CLASSIFICATION OFTEN NT SPACE: BUSINESS (B) FBC 304.1; NFPA 3.3.39, 3.3.190.3 AND CHAPTER 38. THE USE OF A BUILDING OR PORTION 'HEREOF FOR FOR OFFICE, PROFESSIONAL OR SERVICE TYPE INDUSTRIES. A SMALL ROOM OR SPACE WITH AN OCCUPANT LOAD OF 50 PEOPLE OR LESS USED FOR ASSEMBLY PURPOSES (303.1.2.1) CONSTRUCTION: FBC SECTION 602.2 - TYPE VB, UNSPRINKLED ALLOWABLE HEIGHTS AND BUILDING A SEAS: TABLES 504.3 & 506.2 - TYPE VB, UNSPRINKLED MAX. HEIGHT - 40'-0" MAX. STORIES - 2 BASIC ALLOWABLE AREA - 9,000 SQ. FT. (BUSINESS - SINGLE STORY) TENANT AREA: 1,403 SF TYPE VB - TABLE FBC 601 BUILDING ELEMENT M TYPE VB STRUCTURAL FRAME (FT) 0 INCLUDING COLUMNS, GIRDERS, T ;USSES ... < 5 BEARING WALLS ALL 1 EXTERIOR 0 INTERIOR <10 Z NONBEARING WALLS AND PARTITIO S 0 EXTERIOR VB 0 NONBEARING WALLS AND PARTITIO IS W Z 0 INTERIOR > 30 (I FLOOR CONSTRUCTION 0 0 INCLUDING SUPPORTING BEAMS A D JOISTS mLu � �M ROOF CONSTRUCTION 0 INCLUDING SUPPORTING BEAMS A D JOISTS TYPE VS - TABLE FBC 602 FIRE SEPARATION DISTANCE M PE OF CONSTRUCTION GROUP B (FT) �� ... < 5 ALL 1 5 OTHERS 1 <10 Z W O > 10 Q¢ VB 0 < 30 W Z �? oV 00 > 30 (I ALL 0 SEPARATED ACCESSORY OCCUPANCIE ' (FBC TABLE 508.4 NO SPRINKLER SYSTEM): SEPARATION OF A BUSINESS OCC PANCY FROM A MERCANTILE OCCUPANCY - N - NO SEPARATION REQUIRED SEPARATION OF A BUSINESS OCC IPANCY FROM A BUSINESS OCCUPANCY - N - NO SEPARATION REQUIRED SEPARATED ACCESSORY OCCUPANCIE ' (FLORIDA FIRE PREVENTION CODE TABLE 6.1.14.4.1(a & b) - NO SPRINKLER SYSTEM): SEPARATION OF A BUSINESS OCC PANCY FROM A MERCANTILE OCCUPANCY - 2 HOURS WHERE THE BUILDING IS TWO STORIES R LESS IN HEIGHT AND THE TOTAL BUILDING SQUARE FOOTAGE IS LESS THAN 10,000 SQUARE FEET, NO SEPARATION I > REQUIRED. OCCUPANTLOAD: MINIMUM OCCUPANT LOAD - FB TABLE 1004.1.2 (NFPA TABLE 7.3.1.2 & 42.1.7): BUSINESS: 100 SQ FT PER PER 'ON UNIT (BUSINESS) 1,403 SF / 100 SF PER PERSON = 14 OCCUPANTS INTERIOR FINISHES: MINIMUM AS REQUIRED BY FBC TABLE 803.9 (UNSPRINKLED): OCCUPANCY VERTIC L EXITS EXIT ACCESS CORRIDORS ROOMS & ENCLOSED SPACES BUSINESS A B C AS REQUIRED BY NFPA 101 TABLE A.10,2.2: OCCUPANCY VERTIC L EXITS EXIT ACCESS OTHER SPACES BUSINESS AO B A OR B A, B OR C CLASS A INTERIOR WALL AND CEILING FINISH - FLAME SPREAD 0-25; SMOKE DEVELOPED 0-450 CLASS B INTERIOR WALL AND CEILING FINISH - FLAME SPREAD 26-75; SMOKE DEVELOPED 0-450 CLASS C INTERIOR WALL AND CEILING FINISH - FLAME SPREAD 76-200; SMOKE DEVELOPED 0-450 CLASS I INTERIOR FLOOR FINK 31-1 - CRITICAL RADIANT FLUX, NOT LESS THAN 0.45 W/cm2 CLASS II INTERIOR FLOOR FINISH - CRITICAL RADIANT FLUX, NOT MORE THAN 0.22 W/cm2 BUT LESS THAN 0.45 W/cm2 MEANS OF EGRESS: MAXIMUM TRAVEL DISTANCE, DEAD EN LENGTH, EXIT AND MEANS OF EGRESS WIDTH: FBC 1005.3.1 & 1005.3.2 & TABLE 1017.2; NFPA TABLE A.7.6.1: MAXIMUM TRAVEL DISTANCE O EXIT (UNSPRINKLED): 200 FT; NFPA 101 - 200 FT (B SINESS - NFPA 38.2.6.1) MAXIMUM DEAD END CORRID R LENGTH (UNSPRINKLED): 20 FT; (FBC 1020.4) NFPA 101 -20 FT (BU INESS) OTHER EGRESS COMPONENT ' (WIDTH PER PERSON SERVED) : LEVEL =.02" (0.2" x 11, OCCUPANTS = 2.8" REQUIRED) MINIMUM CORRIDOR AISLE WI )TH: 44" (FBC TABLE 1020.2) MINIMUM CORRIDOR AISLE WI TH: 36" (FBC 1020.2; LESS THAN 30 PEOPLE) MINIMUM CLEAR WIDTH OPENI G OF EXIT DOORS: 32" (32"/0.2" PER PERSON = 160 PERSONS) COMMON PATH OF TRAVEL: 75 FT; OCCUPANT LOAD LESS THAN 30 & WITHOUT A SPRINKLER SYSTEM (FBC TABLE 1006.2.1); NFPA 101 - 75 FT (BUST ESS) DOORS SHALL SWING IN THE (RECTION OF EGRESS EXCEPT WHEN SERVING AN OCCUPANT LOAD OF LESS THAN 50 (FBC 1010-121) CORRIDOR FIRE -RESISTANCE 2ATING: CORRIDOR FIRE RATING WITH LESS THAN 30 PEOPLE & WITHOUT A SPRINKLER SYSTEM (FBC 10 20.1) - 0 HOURS 160P INDICATES EXIT OR EXI 'ACCESS, NUMBER OF 32„ PERSONS (P) DISCHAR ING AT EXIT OR EXIT ACCESS, AND EGRESS CLEAR WI )TH (AT DOORS). �■ SAMPLE EGRESS TRAV L PATH AND DISTANCE ■ EXISTING & NEW ONE -H )UR FIRE RATED WALL FIRE EXTINGUISHER (UL RATING 3A-40B:C) 5 LB MULTIPURPOSE DRY CHEMICAL EQUAL TO BADGER MO EL #5MB-6H (A KIDDE COMPANY) FIRE EXTINGUISHERS S TALL BE CERTIFIED BY A LICENSE FIRE PROTECTION COMPANY FIRE EXTINGUISHERS S IALL BE INSTALLED BY TENANTS IN THEIR LEASED SPACES CLASS A FIRES (ORDINA 'Y COMBUSTIBLE MATERIALS SUCH AS WOOD, CLOTH, PAPER RUBBER AND MANY PLASTICS) CLASS B FIRES (LIQUIDS, TARS, OILS, GASES) CLASS C FIRES (ELECTR CAL EQUIPMENT) MAXIMUM FLOOR AREA 'ER UNIT OF A =1,500 SF MAXIMUM FLOOR AREA 'ER 2A UNIT = 3,000 SF MAXIMUM TRAVEL DISTA CE TO AN EXTINGUISHER = 75 FT MAXIMUM FLOOR AREA PER EXTINGUISHER =11,250 SF OVERALL BUILDING PLAN SCALE: N.T.S. STREET MAP SCALE: N.T.S. PROJECT SITE I DUVAL COUNTY MAP NOT TO SCALE SITE VICINITY PLAN NOV 21 2018 SCALE: N.T.S. DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT. Qco Q M W Coe - V �� ... ❑ Lu o Ix �O U Q El M El V ❑ Z ❑ U) o Ix �O O 00 Z W O M Q¢ W U 0 W Z �? oV 00 (I Z o� z mLu � �M zo co W Oto LL Q t/��"' cs o.. z © L �W �� ujma.� ��m � Co CO ai W= Q Co0 w N U O U 0 o --t 4 y CV cV V4 -0cacu 1070 • ❑ Q O tt M 0) 0) 00 H W M W N M I. -o o o Ix �O O 00 Z 0 O = Q¢ Iz U 2 m W Z Lu F— oV 00 (I Z 06Q O Q D W � W O U W a H � i— W LU c=n °z DRAWN BY: CAS CHECKED BY: CAS DATE: 11-05-18 SHEET G-1 46' I p ROOM 107 ROOM 101 �■�� "�� 1 1 IF] HI -LO DF 1 I 1 1 ROOM 1021 FR—OOM 103 1 1 1 1 1 1 1 ■ -&FE 160P 32" NOTE A LIFE SAFETY PLAN. SCALE: 1/4"= 11-011 iT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. O BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT 1T OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSEN'. ❑❑ ❑❑ M M N M d ao of ❑ Z ❑ G7 �v w W �m ZE-- co F- _C Z 06 W w M g LU O O v! a ON O U7 z Lu V rr nn O p) O LL c G Z Co C-4 z� Q O U) LL Q U) _ o 0 © W ° � a) mZ L) (1) co 0 V- V J W= CD 0) V ©=U 'L15 0ot� o Nt 'It NUS -o CO ca N N O U IT � C C 00M--]� i a) LL U- DRAWN BY: CAS CHECKED BY: CAS DATE: 11-05-18 SHEET G-2 W M M N M E)Q ao of �o o0 im �-J 0 _ �v w W �m ZE-- co F- _C Z 06 Q w g z a LL w � Q w LL J w J F- Q 0 F - Lu w Z cn O z DRAWN BY: CAS CHECKED BY: CAS DATE: 11-05-18 SHEET G-2 WALL LEGEND A - 6" 25 GA METAL STUDS @ 24" O.C. W/ (1) LAYER OF 2" GWB ON EACH SIDE TO BOTTOM OF INSULATION (VARIES 12'-0" TO 13'-6") W/ R-13 INSULATION FINISH NOTES: FINISH TO 6" ABOVE CEILING ELEVATION IN ROOM 101 TAPE AND BED ONLY ON OPPOSITE SIDE BRACE WALL TO LIMIT DEFLECTION TO L/240 INTERIOR SIDE ONLY PAINTED WITH VINYL BASE B - 3-5/8"25 GA METAL STUDS @ 24" O.C. W/ (1) LAYER OF 2" MOISTURE RESISTANT GYPSUM WALLBOARD ON EACH SIDE TO 6" AFF W/ SOUND BATT INSULATION BOTH SIDES PAINTED WITH VINYL BASE C - 3-5/8" 25 GA METAL STUDS @ 24" O.C. W/ (1) LAYER OF 2" GWB ON EACH SIDE TO BOTTOM OF INSULATION (VARIES -12'-0" TO 13'-6") W/ R-13 INSULATION FINISH NOTES: FINISH TO 6" ABOVE CEILING ELEVATION ON ROOMS 103, 104, 105, 106, 107 SIDE TAPE & BED ONLY ON OPPOSITE SIDE BRACE WALL TO LIMIT DEFLECTION TO U240 INTERIOR SIDE ONLY PAINTED WITH VINYL BASE D - 3-5/8"25 GA METAL STUDS @ 24" O.C. W/ (1) LAYER OF 2" GWB ON EACH SIDE TO 10' AFF W/ SOUND ATTENUATION BATT INSULATION BRACE WALL TO LIMIT DEFLECTION TO L/240 BOTH SIDES PAINTED WITH VINYL BASE E - REMOVE EXISTING DOUBLE DOORS AND INFILL OF REMAINING WALL W/ 3-5/8" 25 GA METAL STUDS AT 24" O.C. W/ (1) LAYER OF 2" GWB ON EACH SIDE TO MATCH BOTH SIDES PAINTED WITH VINYL BASE. F - NEW PONY WALL ABOVE EXISTING WALL SYSTEM FROM TOP OF EXISTING WALL TO 6" ABOVE CEILING ELEVATION OF ROOMS 103 & 107 3-5/8"25 GA METAL STUDS AT 24" O.C. W/ (1) LAYER OF 2" GWB ON EACH SIDE. FINISH NOTES: FINISH TO 6" ABOVE CEILING ELEVATION ON ROOMS 103 & 107 SIDE TAPE AND BED ONLY ON OPPOSITE SIDE BRACE WALL TO LIMIT DEFLECTION TO L/240 G - EXISTING TENANT SEPARATION WALL TO REMAIN (2" TYPE X DRYWALL BOTH SIDES OVER 2X4 FRAMING)o i V - EXISTING WALL TO REMAIN - NO WORK W - EXISTING WALL TO REMAIN - PATCH AS NEEDED PAINT BOTH SIDES WITH VINYL BASE X - EXISTING WALL TO REMAIN - PATCH AS NEEDED PAINT INTERIOR SIDE WITH VINYL BASE Y - EXPOSED COLUMN - FRAME AND WRAP WITH DRYWALL TO MATCH EXISTING PAINT INTERIOR SIDE WITH VINYL BASE Z - EXISTING WALL - REMOVE EXISING ACCENT FINISH AND REPLACE W/ 2" DRYWALL PAINT EXISTING SIDE WITH VINYL BASE DOOR & WINDOW SCHEDULE SCHEDULE 1 - 3'-0" X 6'-8" SOLID CORE BIRCH DOOR WITH HOLLOW METAL FRAME PRIVACY LOCKSET, (3) HINGES, SILENCERS, CLOSER, KICKPLATE, WALLSTOP 2 - T-0" X 6'-8" SOLID CORE BIRCH DOOR WITH HOLLOW METAL FRAME PASSAGE LOCKSET, (3) HINGES, SILENCERS, WALLSTOP 3 - 3'-0" X 6'-8" SOLID CORE BIRCH DOOR WITH HOLLOW METAL FRAME OFFICE LOCKSET, (3) HINGES, SILENCERS, WALL STOP 4 - T-0" X 6-8" SOLID CORE BIRCH DOOR WITH HOLLOW METAL FRAME OFFICE LOCKSET, (3) HINGES, SILENCERS, FLOOR STOP 5 - T-0" X 6'-8" SOLID CORE BIRCH DOOR WITH HOLLOW METAL FRAME OFFICE LOCKSET, (3) HINGES, SILENCERS, WALL STOP 6 EXISTING STOREFRONT DOOR. REMOVE PUSH/PULL HANDLES, LOCK IN PLACE (INOPERABLE) 7 - EXISTING STOREFRONT DOOR TO REMAIN 10 - EXISTING INTERIOR WINDOW TO REMAIN 11 - EXISTING EXTERIOR WINDOW TO REMAIN (TYP) DOOR SPECIFICATIONS & FINISHES (OR EQUAL) HINGES HAGER BB1279 4-1/2" X 4= 2" US26D LOCKSETS - S. PARKER HARDWARE - OFFICE SL7160A 626, PRIVACY SL 7160P 626 CLOSER2 - FALCON SC61 X AL WALL STOPS - ROCKWOOD 409 US32D FLOOR STOPS - ROCKWOOD 441 US26D KICK PLATES - 8X34 US32D FRAMES - KNOCK DOWN OR WELDED, CONTRACTOR'S OPTION DOORS - SOLID CORE WOOD - BIRCH FLOOR PLAN SCALE: 1/4"=1'-0" BARRIER -FREE CYLINDRICAL LEVER SET DESIGN --- . --^1 or-^ BARRIER -FREE CYLINDRICAL LEVER SET DESIGN V VTERIOR CONCRETE SLAB INSTALLATION NOTES: #4x 12" LONG DOWELS @ 36" O.C. W/6" IN THE EXISTING SLAB AND 6" IN THE NEW SLAB - ANCHOR DOWELS INTO EXISTING SLAB, TYP. TRENCHES LESS THAN 12" DO NOT REQUIRE DOWELS. TRENCHES LESS THAN 24" SHALL HAVE DOWELS @ 36" O.C. ON EACH SIDE OF THE TRENCH. THE DOWELS SHALL BE INSTALLED IN A STAGGERED PATTERN OFFSET 18" ON EACH SIDE OF THE TRENCH. TRENCHES GREATER THAN 24" SHALL HAVE DOWELS @ 36" O.C. ON EACH SIDE OF THE TRENCH. NEW 4" CONCRETE SLAB ON GRADE (TO MATCH EXISTING; FIELD VERIFY) W/6 x 6 -1.4 x 1.4 WWF REINFORCING OVER 10 MIL POLY VAPOR RETARDER, TREATED & COMPACTED SOIL 4,000 PSI, 145 PCF DENSITY, 0.45 MAX W/C RATIO ROOM 101 WALLS - PAINTED - EPDXY PAINT BASE - VINYL BASE FLOOR - VCT CEILING -ACT - ARMSTRONG I PRELUDE XL GRID W/ FINE FISSURED SQUAR LAY IN 2X4 TILE -EVEN WITH TOP OF EXISTING WALL X (+/- 8'-0" AFF) NOTE - WALLS WITHIN 2'-0" OF SERVICE SINKS, TOILETS, & URINALS SHALL HA ✓E A SMOOTH NONABSORBENT SURFACE TO A HEIGHT OF 4'-0" AFF ROOM 102 WALLS - PAINTED (EXISTING TO REMAIN) BASE - VINYL BASE FLOOR - CARPET CEILING - PAINTED (EXISTING TO REMAIN) OTHER - EXISTING WALLS AND CEILING TO REMAIN ROOMS 103 / 104 / 105 WALLS - PAINTED BASE - VINYL BASE FLOOR - CARPET CEILING - ACT - ARMSTRONG "PRELUDE XL GRID W/ FINE FISSURED AFF) ROOMS 106 WALLS - TAPED AND FINISHED DRYWALL BASE -NONE FLOOR -NONE CEILING - NONE ROOMS 107 WALLS - PAINTED BASE - VINYL BASE FLOOR - VCT CEILING -ACT - ARMSTRONG �56 PRELUDE XL GRID W/ FINE FISSURED SQ AFF) D LAY IN 2X4 TILE - EVEN WITH TOP OF EXTERIOR WINDOWS (+/- 9'-0" LAY IN 2X4 TILE - EVEN WITH TOP OF EXTERIOR WINDOWS (+/- 9'-0" ACCESSORY LIST BATHROOM ACCESSORIES NU I Lb: 1. PROVIDE FIREBLOCKING AND DRAFTSTOPPING IN PARTITIONS PER FBC 717. PROVIDE FIREBLOCKING IN CONCEALED WALL SPACES INCLUDING VERTICALLY AT THE CEILING AND FLOOR LEVELS AND HORIZONTALLY AT INTERVALS NOT EXCEEDING 10' (IBC 717.2.2). SEE IBC 717.2.1 FOR FIREBLOCKING MATERIAL OPTIONS. 2. EXPOSED INSULATION MATERIALS INSTALLED SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE DEVELOPED RATING OF NOT MORE THAN 450 AS DETERMINED IN ACCORDANCE WITH ASTM E 84. 3. CONCEALED INSULATION MATERIALS INSTALLED SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 75 AND A SMOKE DEVELOPED RATING OF NOT MORE THAN 450 AS DETERMINED IN ACCORDANCE WITH ASTM E 84. 4. PROVIDE MOISTURE RESISTANT GYPSUM BOARD AROUND PLUMBING FIXTURES AND WALLS TO RECEIVE CERAMIC TILE. 5. PROVIDE FIRE-RERADANT WOOD BLOCKING IN WALL AS REQUIRED TO SUPPORT TOILET ROOM FIXTURES, ACCESSORIES, SHELVES & CABINETS, WALL MOUNTED TELEVISIONS AND FIRE EXTINGUISHERS. COORDINATE LOCATIONS OF CEILING & WALL MOUNTED TELEVISIONS WITH TENANT IN FIELD. 6. PROVIDE R-11 SOUND ATTENUATION BATT AROUND THE TOILET ROOM. TOILET GRAB BAR - 48" TOILET GRAB BAR - 36" MIRROR - 24"X36" PAPER TOWEL DISPENSER SOAP DISPENSER SANITARY NAPKIN DISPOSAL TOILET PAPER DISPENSER SIGNAGE EXIT DOOR TACTILE SIGNAGE READING: EXIT © ADA TOILET ROOM SIGN SIGNAGE SHALL COMPLY WITH ANSI/CARO Al 17.1 MOUNT SIGNAGE 60" AFF TO CENTERLINE OF SIGN FIRE EXTINGUISHERS FIRE EXTINGUISHER TYPE "A" (UL RATING 3A-40B:C) 5LB MULTIPURPOSE DRY CHEMICAL EQUAL TO BADGER MODEL #5MB-6H IN -181010 .g �j .0cn ma ocn� gz W W� � W W co a. 1121 �Q W o� W W Zg Q LL 0 o� WW WN iE Zo U Zo PZ =a "Z 22 00 aac4 &Zo W�2 0015 gala Q to W mak 12 ILgo S2 z� WQ a y¢� Wxx?< Lu �cc o �a aF Doo ❑❑ ( ❑❑ ❑ Z ❑ M W rn W M u)0 0 0 o� rn 0 0 �Z mN zC) W �co O cn < LL a © WU c� .. o C Z W Uj N 0 +. v U) a) � 4= C Q—oo © W i25 OL.L '0 -16) -0 -0 O U 0 C _O _O Q M�� 0) LL LL DRAWN BY: CAS CHECKED BY: CAS DATE: 11-05-18 SHEET M M N N M o U W �o LL m O= Q F- U_ Z coo I— Z Q O Z g U) CL W 0� O J ILL Ill J I- c H W = U) O Z DRAWN BY: CAS CHECKED BY: CAS DATE: 11-05-18 SHEET GENERAL NOTES 1. SWING & FORCED OPEN DOORS SHALL MEET THE REQUIREMENTS OF NFPA LIFE SAFETY CODE AS FOUND IN THE FLORIDA FIRE 1X4 SURFACE MOUNT FIXTURE PREVENTION CODE 6th EDITION CHAPTER 7.2.1.4 AND THE FLORIDA BUILDING CODE 6th EDITION (2017)1008.1.2. 2. SELF CLOSING DEVICES SHALL BE PROVIDED ON DOORS IN A MEANS OF EGRESS AND SHALL MEET THE REQUIREMENTS OF THE EMERGENCY LIGHT NFPA LIFE SAFETY CODE (LATEST EDITION) CHAPTER 7.2.1.8 AND THE FLORIDA FIRE PREVENTION CODE 5th EDITION. 3. THIS BUILDING WILL BE A NONSMOKING FACILITY. 4. ALL WORK SHALL BE IN COMPLIANCE WITH THE BUILDING CODES, RECOGNIZED INDUSTRY STANDARDS, CRAFTSMANSHIP STANDARDS REMAIN IN THE AREA, AND ALL MANUFACTURER'S RECOMMENDATIONS. 0FDl —: REMAIN DOOR (DOOR ON BOTH SIDES). 6. GENERAL CONTRACTOR SHALL PROVIDE FLORIDA PRODUCT APPROVAL NOTICES FOR ALL COMPONENTS AND CLADDING ON THE EXTERIOR REMOVE OF THE BUILDING. 7. FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION. REPORT ANY AND ALL DISCREPANCIES TO THE ARCHITECT/ENGINEER. 8. CONTRACTOR SHALL PERMANENTLY IDENTIFY ALL FIRE -RESISTANT -RATED WALLS (AND CORRESPONDING FIRE-RESISTANT RATINGS) INCLUDING FIRE BARRIER WALLS, SMOKE BARRIER WALLS, FIRE PARTITIONS, FIRE WALLS, AND SHAFT ENCLOSURES EITHER BY INSTALLING SIGNS OR BY STENCILING IN CONCEALED SPACES THE FOLLOWING: ( ) HOUR FIRE AND SMOKE RATED BARRIER - = AREA ABDVE LETTER SIZE OF TWO (2) INCHES IN HEIGHT ON A CONTRASTING BACKGROUND 9. DO NOT SCALE DRAFTING, REPORT ERRORS IN DIMENSIONING TO ARCHITECT BEFORE PROCEEDING WITH WORK. 10. DIMENSIONS NOTED AS "CLEAR" ARE FROM FACE OF GYPSUM WALLBOARD TO GYPSUM WALLBOARD. THS ILE U X(D z M REMAIN CLEAR W U Q o W U U) > W _ NEW r' w. ♦, r .• ,.♦ , . �' ' ,i: e ' .: '..•. •..r• • •;♦ ❑NDENSIN UNIT ♦ ... • ♦ �.._+ w STINC"r` 8'' '�RYWAL4 J H EXISTING ;�X r : • .CFS+ILf�'NG ❑NDENSIN I- ' '. UNIT .: ,r ♦•. _ .� I.,: : ;' ,, ..•: XltTING 9 IiRYW�Lr�; W LLI z U) '' , , •' •♦ .f f\•• • ♦ • •'I • •' is • ♦' GENERAL NOTES 1. SWING & FORCED OPEN DOORS SHALL MEET THE REQUIREMENTS OF NFPA LIFE SAFETY CODE AS FOUND IN THE FLORIDA FIRE 1X4 SURFACE MOUNT FIXTURE PREVENTION CODE 6th EDITION CHAPTER 7.2.1.4 AND THE FLORIDA BUILDING CODE 6th EDITION (2017)1008.1.2. 2. SELF CLOSING DEVICES SHALL BE PROVIDED ON DOORS IN A MEANS OF EGRESS AND SHALL MEET THE REQUIREMENTS OF THE EMERGENCY LIGHT NFPA LIFE SAFETY CODE (LATEST EDITION) CHAPTER 7.2.1.8 AND THE FLORIDA FIRE PREVENTION CODE 5th EDITION. 3. THIS BUILDING WILL BE A NONSMOKING FACILITY. 4. ALL WORK SHALL BE IN COMPLIANCE WITH THE BUILDING CODES, RECOGNIZED INDUSTRY STANDARDS, CRAFTSMANSHIP STANDARDS REMAIN IN THE AREA, AND ALL MANUFACTURER'S RECOMMENDATIONS. 5. FLOOR FINISHES ON BOTH SIDES OF A DOOR SHALL BE LEVEL FOR A DISTANCE EQUAL TO THE WIDTH OF THE WIDEST SINGLE REMAIN DOOR (DOOR ON BOTH SIDES). 6. GENERAL CONTRACTOR SHALL PROVIDE FLORIDA PRODUCT APPROVAL NOTICES FOR ALL COMPONENTS AND CLADDING ON THE EXTERIOR REMOVE OF THE BUILDING. 7. FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION. REPORT ANY AND ALL DISCREPANCIES TO THE ARCHITECT/ENGINEER. 8. CONTRACTOR SHALL PERMANENTLY IDENTIFY ALL FIRE -RESISTANT -RATED WALLS (AND CORRESPONDING FIRE-RESISTANT RATINGS) INCLUDING FIRE BARRIER WALLS, SMOKE BARRIER WALLS, FIRE PARTITIONS, FIRE WALLS, AND SHAFT ENCLOSURES EITHER BY INSTALLING SIGNS OR BY STENCILING IN CONCEALED SPACES THE FOLLOWING: ( ) HOUR FIRE AND SMOKE RATED BARRIER - = PROTECT ALL OPENINGS. IDENTIFICATION SHALL BE SPACED NO MORE THAN TWELVE (12) FEET ON CENTER WITH A MINIMUM LETTER SIZE OF TWO (2) INCHES IN HEIGHT ON A CONTRASTING BACKGROUND 9. DO NOT SCALE DRAFTING, REPORT ERRORS IN DIMENSIONING TO ARCHITECT BEFORE PROCEEDING WITH WORK. 10. DIMENSIONS NOTED AS "CLEAR" ARE FROM FACE OF GYPSUM WALLBOARD TO GYPSUM WALLBOARD. LIGHTING SCHEDULE 0 2X4 LAY IN FIXTURE q 2X2 LAY IN FIXTURE ® 1X4 SURFACE MOUNT FIXTURE © EXIT / EMERGENCY COMBO LIGHT 0 EMERGENCY LIGHT O NEW LIGHT SWITCH (3 = 3 WAY) 1 C) EXISTING FIXTURE TO m REMAIN DE EXISTING FIXTURE TO ~ REMAIN 0 EXISTING FIXTURE TO � m REMOVE EXISTING LIGHT SWITCH HVAC LEGEND XO SUPPLY AIR - CUT IN REGISTER FOR BATHROOM (NOTE LAY IN SUPPLY MAY BE USED) EXHAUST FAN O EXISTING RETURN AIR ® EXISTING SUPPLY AIR OS LAY IN SUPPLY AIR © LAY IN RETURN IR REFLECTED CEILING PLAN, Q SCALE: 1/6"= 1'-011 —0 1 SK2 - 181010 Q M M N Q co � N M 0 O 0 i 1 C) !Y o m W o= o ~ � Q W C- � m F_ Z o V 00 Z Lu U = U Q m co ma ocn W2 ZW 2w Wg W �U W a� �a L� W� Wy C7 = zg 3 ° W W Wy �UaLu Z� f2 z< &o a�W yZ �pp O LL, IL M 0 0 26a Q W yak =�3 809 5 = 0 �Zg a co W Z 0.10 W it 0LLJ5 zom NaN U0, 8. ❑❑ cj ❑❑ ❑ Z ❑ W �+- M W M W m 0 0 Z C) 0 Z mC-4 Z W �M O cn L a c/) ©U �cz W uj a) CL.— A w a) �mao mcg W Q•>00ca a) U © =U Ln0vLo..v �ca— 0mm ca O e --6N N C C O V 4 d' ❑ Q 00 M • �� LL LL DRAWN BY: CAS CHECKED BY: CAS DATE: 11-05-18 SHEET A-2 M M N N M 0 O 0 i 1 C) !Y o m W o= o ~ � Q W C- � m F_ Z o V 00 Z g z W U Q o W U U) > W J LLLu w w J H Q � I- W LLI z U) DRAWN BY: CAS CHECKED BY: CAS DATE: 11-05-18 SHEET A-2 tER HEATER G, ANE NEW ?SATED PANEL-B�� ❑NDENSIN UNIT EXISTING ❑NDENSIN UNIT 7,-72" CLEAR ACCESSORY LEGEND (5'-0 CLEAR CLEAR TOILETNOTES (5'-O" MIN) (15" MIN) 1. HANDICAPPED ACCE �S MOUNTING SURFACE MTD. PAPER 18 x 42 MIRROR DIMENSIONS ARE VER CRITICAL 36" MIN GRAB BA TOWEL DISPENSER I AND HAVE NO MINUS OLERANCES. . R MOUNTING LOCATION OF TOILET DOUBLE TOILET PAPER HOLDER ACCESSORIES TO BE I ACCORDANCE BOBRICK B-6867 WITH A.D.A. TITLE III & LORIDA HANDICAPPED BUILDING CODE 5th E ITION (2014) - ® SURFACE MTD. SOAP DISPENSER GRAB BAR ACCESSIBILITY.- BOBRICK II w B -5806X36 2. ALL DIMENSIONS SH WN ARE FROM - - - - ` II q- SANITARY NAPKIN DISPOSAL B -5806X42 42" MIN. cn FACE OF FINISH. FINI H THICKNESS GRAB BAR �' 60"4 `" I MUST BE ADDED TO A Y ROUGH IN II 0 DIMENSIONS. ' I` ley ooI �+ N II co I`n Ln3/0 I �� 11-11 SII WHERE THE TOILET IS FOR INDIVIDUAL USE AND CLEAR FLOOR SPACE COMPLYING WITH I II < / - FBC-ACCESS 305.3 (A 30'x48' SPACE) IS PROVIDED WITHIN THE ROOM BEYOND THE - - - - - - - - - ARC OF THE DOOR SWING, DOORS SHALL BE PERMITTED TO SWING INTO THE CLEAR 66 60'\6'��TOE SPACE FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE (FBC-ACCESS 603.2.3 EXCEPTION 2) - - - -\ - - - - - - --- WHERE THE SPACE BENEATH AN ELEMENT IS INCLUDED AS PART OF THE CLEAR / FLOOR OR GROUND SPACE, THE SPACE SHALL COMPLY WITH FBC-ACCESSIBILITY 306 FOR KNEE & TOE CLEARANCE ROOM 101 THE SPACE BENEATH THE SINK COMPLIES WITH THIS REQUIREMENT DEDICATED GFI` FGR MICRGWA`'- ""DFFE / f -REFRIGERATOR GFI POWER LEGEND DUPLEX RECEPTACLE (GFI WHERE NOTED) EMPTY J -BOX WITH CONDUIT AND PULL STRING TO ABOVE CEILING FOR FUTURE PHONE/DATA BY OTHERS DISCONNECT / POWER FOR HVAC EQUIPMENT EXISTING DUPLEX RECEPTACLE EXISTING QUAD RECEPTACLE RELOCATED EXISTING ELECTRICAL PANEL POWER PLAN Q SCALE: 1/4"=1'-0" N A UNISEX ADA TOILET ROOM SIGN ENLARGED TOILET ROOM PLAN SCALE: 1/2"= V-011 COUNTER DEPTH REFRIGERATOR 0 Q$ Q�q Wig m0.w �F u a7 Z� �Z w 5� o W e6 2 a� a 3z W of W O W fA S 20 30 �0 o z y IL LU -a &a IL Q 6 y � y�3 ado U�c�+ �Z Nj} r JQ� =or a. W p '5 z0om ow� ylQ� gn SVD a0 ❑❑ a� N N V M co ❑ Z 07 _ 0 w o V o w W LLJ 0 W rn W Z_ M rn 0 U co F— of Z C) ui (9 I— a o O G Z mC-4 Q H W °5M O fn L CQQ� U) F- c s o .. U W gym°''~ O r R a)o) o) va.. Lu El ❑❑ El N N V M D ❑ Z ❑ _ 0 w o V �o w W 0_ o W rn W Z_ M rn 0 U co F— of Z C) ui (9 I— a o O G Z mC-4 Zcoo W °5M O fn L a U) F- c s o .. W gym°''~ O r R a)o) o) �°� 6 `U C_C Lu tE c I 0 crn r- in o Cr 4 coon -v co co —.2 N O C) C) a � a M -)o) 0) 00 1LLLL DRAWN BY: CAS CHECKED BY: CAS DATE: 11-05-18 SHEET A-3 M M N N M D 0 _ 0 w o V �o m W 0_ o wteaN/- m Z_ U co F— Z I— a O Z g Ui w a w W O a Lu a J 0 L� r W LLJ = O fn Z DRAWN BY: CAS CHECKED BY: CAS DATE: 11-05-18 SHEET A-3 Q � Q d• W 0 16-18 17-19 Braille Pictogram Q a3o-aes 12 min, 36 min. 12 min.9 30 16 0 " A 405-455 915 1 back wall CO U - �4 �4 a W co N s 60 min, 8 1525 (b) ambulatory W L HUNG g ° (a) wheelchair £ AA s Faccessble water closet accessibe rater closet a L o < UR)�NAL g Flg, 604,2 Fig, 604,2 i N _ U Q a a, � EEN UNG ' ° i +' t, s N r - SCR WATER CLOSET LOCATION WATER CLOSET LOCATION E N a o a 6 o i � 24 7 7 24 wall control wall 4 - ---------- N E 0) d E Q, S � N . C cu i m 4 max, n" O L --- I I 100 � � - - I I x s � °o � F 703721 ¢Inv 1n � °' L_30=J �a u0L -� o g d+1 C5 -P 66 min, I 3 mi +• Q. N International l ymbol of Accessiibility _ s u a 1525 �~ 815 oua `D a o dear �n o N {di. N c$ 13 1/2" min. o L r floor X 30 1 13 1/2' min, £ as E ; space N ¢ + (a) Flg 304,3,2 Sas 345 v a oCD • • • • • • • • • „ • • •' • " `� E Ul c v 60 -in (1525 -mm) -Diameter Space T -Shaped Turning Space �' °' El M V °3 o°s I til a Z 17° max. 60 min, v `� o� �+ s Fig. 3 aJ co I I lszs 430 Fig, X431 Fig, 604,3 Dispja Conditions Wheelchair Turning Space `p Fig. 604.8.12 L---------------� (a) (b) Wheelchair Accessible Toilet Compartment Doors Size of Clearance at Water Closets Clear Floor Space at Water Closets International Symbol of Accessbility Signage Height wall hung type stall type Fig 703.4.1 0. e e level Q v, 36 min, Height of Tactile characters above Finish Floor or Ground Fig, 605,2 915 54 minor 10 7 7 10 r, 48 ch Height and Depth of Urinals 1370 desk arm 220 W 0) 24 min, 12 min, 12 MAX 42 min `-7 0 4 W � lobs I 1065 armrest Natei inside finished dimensions measured at the center points � 0 partition 610 305 305 ■ ■ ■ . la of opposing sides partition p Fig, A3 (a) N � N x seat Fig. 6081 L.I. Z O tD 6 min 6 min, I CONTR1aS O m o O n CD a % E W N ■ .■ N N t N c O T- _ N m ~ co cc ~ �I TRANSFER TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE W UI Q 78 min. G Z m N Z O 150CL UJ ad 150 I TRANSFER SIDE m o m t� o `p v� CD N m m M o 1965 oma �� ■■■ N R M 7 9 a(:cessible path of travel back -� � - - - - Rear Wall Side Wall 180-230 703,122 O y LL Q gg 48 wall _ 6 ria £ o Fig, 604,52 0 Fig. 604.5.1 Fig. 6043 Intern 'not not TDD Symbol � cc)N ....•••. 1220 " U J Z 150 N REAR WALL GRAB BAR WATER CLOSETS SIDE WALL GRAB BAR WATER CLOSETS DISPENSER OUTLET LOCATION N CC) 604.6 - CONTROLS SHALL BE MOUNTED : : m v N _ CO (a) (b) ON THE OPEN Sl'DE OF THE WATER • • • elevation plan CLOSET EXCEPT w AMBULATORY ACCESSIBLE '- 1 / a U ID elevation COMPARTMENTS COMPLYING WITH 604.8.2 N YYY © ID � �H maim � o Il..i.. adult children 4R MIN W= L C Oi N U J um Fig, 604.8.1.4 ' ...... Wheelchair Accessible Tollet Compartment Toe Clearance 22D seat control Fig. A2 wall wall O NOTE: Footrest any extend further for tall people Space Needed for Smooth U-turn in a wheelchair L.L �' "N NVLLL C c 00 60 min, i9 19 36 Fig, 305.3 4La Q M 0 M 60 min, 60 min, 1 2 17 min 30 30 430 9 s aes 4es 915 Dimensions of Adult -Sized Wheelchairs • 760 760 Fig. 45 dear Fig, 7037,23 Minimum Clearances for Seating and Tables Fig, 60831 O I xl0 floor Ig 70372,q GRAB BARS FOR TRANSFER TYPE SHOWERS 1 �� ;space O X X Volume Telephone Control 5 max 15 min 32 min. 81 min, N International Sylmb I of Access for Hearing Loss 125 Seo els sis E E N a \ f I E o E I te�nntionnl Symbols U) MMI 3z min, Fig. 602.5 t2zo 6 max, toe als !k'ikilg Spout Locatbn side (control) 604.1.8b 8 min, 150 clearance wall 15 max knee � clearance 2 5 4 • IN Clear Floor Space Lavatories 17 min, depth 430 ' (a) (b) Fig, 604,81b Fig 31 I a o-4es Detail HingedDoort� j adult wall hung adult floor mounted water closet 9 Lavatory Clearance water closet and childern's water closet Wheelchair Accessible Toilet Compartment ooN O In New Construction 32 min j� `r Q 32 min 615 D Q 1 815 J - Fig, 604,8,1,1 a Size of Wheelchair Accessible Toilet Compartment a i �' 0 O W O a : coN �r E z n ( E (b) r v N ti Sliding Door J J N (b) 3z min, O LL 48 ::760L ( 7� ..... M 48 455- 455 Forward 615 I �++ 6 10 max, 30 . • ........ 255 Fig, 608.51 O >< Q ....................... i �6 min B min. � 6 max G-� 1 1�- 15 111111 equipmepte'ritted In sanded area pear Floor Space Approach (c) Maximum Doorway Depth TRANSFER TYPE SHOWER COMPARTMENT CONTROL LOCATION _ Q PP Folding Door W 2 m 7Heght and Fig, 404,2340151 c7� - - Clearance Clear Width of Doorways W _ 22-23 f.- OO V Mit mum Clear Width MM 60- m Z W E N -E of �an Accessible Route Fig 3� Z �N M 7 48 .. ........48...... ,.,,. Side Reach 2zo 48 min, 48 min, 12 vn 1220 1220 1 2 3 4 1220 — zzo (a) (� 170-4 - _ Parallel 430 -aa 10 max, 30 � N ~ Takes transfer positbn, swlrR Moves armrest, transfers NpYe � whevishposlt on of on Collet, releases 255 �6o N Q footrest out of the way, segs people fold chair or pivot It _, FIGURE 308,2,1 brakes. 90 to the toilet). ""' "' _ _ seat seat seat �� UNOBSTRUCTED FORWARD REACH Fig. 305,506 ` E - wall wall Walt Diagonal( Approach Position of Clear Floor or Ground Space )20-25 mox o 42 ; ry 20 max 055 510-635 Oo : •••• •••••••••••• • E compartment 510 M 'n° r W , 15-16 2 1/2 max 24 max, , 3eo- o a entry Doors in Seriesgand Gates in Serres . 40426 (o) <b> Cb> (b) size distance from wall L-shaped. E X i Cleo• Floor Space \ Fig, 610,32 g, FI 610,3 £� d L -SHAPED SHOWER SEA EXTENT OF SEAT N d ~ Z 60 min. T ~ 'J N 2 3 lszs 30 min, Unobstru- I de Reach �' : £IO ' 48 Poslilons on toilet. Fig 2 Maneuvering Clearance h on Alcove 18 min, 1220 Takes transfer position, rerovefrarefers. 4ss armrest, sets brakes. Minimu Clear Width (b) 36 FOR REFERENCE Side Approach for l�wo Wheelchairs 760 (a) 48 48 FI A6 - lzzo N E O Front Approach, Pull Side (b) (b, Wheelchair Transfer 60 >l� 24 ONLY; REFER TO x � ~ 3 6 a Front Approach, Push Side Ca) FIGURE 308.2.1 � N UNOBSTRUCTED FORWARD REACH"""' _ FLORIDA (c) 12 min' E `taming m A C C E S S I B I LITY Q1' - x 306 .. , . .. 915 CO I I = Foln or o er dear width an amour` ;-_ greater than 12 £ NOTEix a 24 h (610 rirJ. E LU W 306 ti C.. .... •h- Fly 305,71 ~ Z 6 g Forward Approach EDITION max. 6 25 376 6 min, fountain depth (C) CODE 6thJ .0 not to exceed M L-obloy oo (d) $ W 15 X �.... , , , . , .. \ Front Approach, Push Side X Front Approach, Push Side 2017 FOR BUILDING a. N ^ � door provided with both 5 U Z N closer and latch o � O 66 min, o Fig, 308,32 N N Plan Elevatlo 1675 - - = _ Obstructed High Side Reach 42 min, f ---f---- ONS RUCTION E=~ ..........22 F'r3 8 (c) freestanding Overhanging Objects ~ �� L N TEIx 15 lii (d80 mm.) w a LU a� CO � �^ — i i s ; protect shaded For�ard or Rear Access Fg 30412 ........ . ..... " Z W Orea from Parallel Approach - 1 I crass -traffic {{ but � in W LU r Folnteln or Cooler 2 Q) (e) a, N 5 Q W o m Hinge Approach, Pull Side (f) a - v co Fig. 27 U M E o Fig, 303,2 DETE x N W = _ o Hinge Approach, Push Side Drinking Fountains and Yater Coolers LU Q Limits of Protruding ejects �-i w X a o ce p E min Front Ap�rca)- Aiding Doors Fig 307,4 Vertical Clearance N an old ng cors F' W 22 min _ 24 w E 6 tune hits post or pyton FI al " 54 min, c before person hits object •••'•" ' ... W s e 10 max, g T Z Minimum Pas Width for One Wheelchair W 0 and One Ambulatory Person 30 6 Z 535 760 160 E 3 NOTE1x >24 ' (610 mm) then g�1 aciti�nl xpredominant direction mneUv ml Clearance 6i 6 in (I5U mm) sho (a) Shelves (g) rn) provided as shown W w of traffic • • • •' • • • • • • • • • �'� / Hinge Approach, Putt Side Latch Approach, Pull Side � y W N N 1/2 max door provided with both ) Z 8 DRAWN BY: CAS I3 Fig, 54 closer and latch Slide Side Approach -Sliding Doors Tableware Arens 640 min. 64e min, and FolcDng Doors o . come range 6 .,.. _---i' ..... -yy CHECKED BY: CAS cane /cage `� Z Elevation 12 max Fig, 8 (b) - . CL 305 Walking Perpindicular to a Wall. £ " - _ 36 n w N ; a 9.1 6 a 24 min, & Z Z Fig. 8 (d) ... Objects Mounted on Posts or Pylons Fig, 8 - m " " " " ProtrudingObjects F'g , 3022 Fig' 8 (g) I _ a s DATE: 11-05-18 Fig, 8 j Gratings - Carpet Pile Thickness 48 12 l 1 20 os _ ' 22 min, Protruding Objects (Continued) long, dimension o a. B0� perpendicular to '' • .. • • . ' • " " ' NOTEif x X15 � (380 mm) then additional £ I N U) ( - 560 Z a SH 12 max o route of travel noneuverilg dearonce of 12 in (30 mm) shall be mI Latch Approach, Pull Side provided as s i m door provided with closer Latch Approach, Push Side a � r SHEET W X 21 max 24 min, (f) C IL a 305 O 6675 In 535 610 Latch Side Approach - Sliding Doors and Folding Doors 3 (e) cane range (b) Addrtiai Maneuvering Clearances for Alcoves U Side Access Fig, 404.2.4.1 Fig, 4042,42 ManeuveringClearances at Doorwa�s Without Doors, �' (b) Closets Maneuvering Clearances at Manual Swinging Doors and Gates Sliding oors, Gates, and Riding Doors w � Cd Fig, 46 Fig' 4 Fig. 53 W this overhang can Mlrwwsi Clear Floc' Space for Wheelchairs Food Service Lhes Storage Shelves and Closets w greater than 12 Fig, A4 Fig, 8 (h) Space equirements for Wheelchair a because no one can Cane Technique g roach the object Gratin Orientation nthg Spaces in Series (k> y a app g from this direction Plan Latch Approach, Push Side w 0 50 50 door provided with closer as y o LU Zom it �. 6"0 UP TO ROOF W/ CAP rK CU -1 0*1 ffi E1*1 (EX) AHU-2 (EX) B 14; 700 =ROOM HA 150 00 x MECHANICA SCALE: 1/4"= V-0" A 11 w0 L PLAN FROOM 103 D 14x,C lox A B 00,450 Kr4_1412 ROOM 106 FROOM 105 A 00 BRANCH & FLEX DUCT SCHEDULE 0 - 160 CFM 6"o 165 - 250 CFM - 8110 255 - 380 CFM - 10"o 385 - 470 CFM - 12"o 475 - 700 CFM - 114"0 705 -1100 CFM - 16"o NOTE: BRANCH RUNOUT SIZE REFLECTS SUPPLY DIFFUSER NECK SIZE UNLESS OTHERWISE NOTED. 4 OUTDOOR AIR VENTILATION CALCULATION SPLIT SYSTEM COOLING UNIT MECHANICAL NOTES 1, ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN DUCTS, &TRANSITIONS AROUND OBSTRUCTIONS SHALL BE PROVIDED AT NO ' RECOMMENDED CLEARANCES. ADDITIONAL COST. MAINTAIN MANUFACTURERS(CFM) LOCATION OF DUCTWORK IS APPROXIMATE, PRIOR TO FABRICATING DUCTWORK, CONTRACTOR SHALL VERIFY ALL DIMENSIONS & CLEARANCES AND REPORT ANY DISCREPANCIES BETWEEN DRAWINGS & ACTUAL FIELD CONDITIONS TO THE ENGINEER. PRIOR TO INSTALLING EQUIPMENT, CONTRACTOR SHALL ENSURE EQUIPMENT CLEARANCES WILL BE MAINTAINED. 2. FABRICATE & INSTALL DUCTWORK IN ACCORDANCE WITH SMACNA DUCT INDOOR FAN DATA COOLING CAPACITY MARK TOTAL FLOW 0/A ESP FLA MOTOR EDB EWB AMBIENT TOTAL SE SHR) (W.G.) (A) (HP) (°F) (°F) (°F) (BTU/HR) (B U/HR) (CFM) AHU-1 1150 120 0.5 2.6 0.5 77 64 95 32,719 5,636 NOTES: UNLESS 1 UNITS PROVIDED SHALL MEET ALL SCHEDULED VALUES REGARDLESS OF MODEL OR TYPE, 2. PROVIDE EACH UNIT WITH A THERMOSTAT MOUNTED @ 48" AFF. 3 PROVIDE ECONOMIZER SYSTEM. INDOOR FAN OUTDOOR FAN ELECTRICAL DATA COMP, OUTDOOR BASIS OF DESIGN SEER RLA FAN FLA A MCA MOCP HEATER MCA MOCP VOLTS Hz PHASE (A) O (q) (q) (kW) (A) (A) TRANS 14 14.1 1.2 23 25 2.88 18 30 208 60 1 TEM4A0B36S31/4TTR4 APPROVED BY THE ENGINEER. CONSTRUCTION STANDARDS, LATEST EDITION. 3. CONDENSATE DISPOSAL SHALL BE IN ACCORDANCE WITH 2017 FMC INCLUDING ZONE EXISTIN SPLIT SYSTEM COOLING UNIT ALL LATEST REVISIONS. 4. CONDENSATE PIPING SHALL BE TRAPPED AND SIZED PER MANUFACTURER'S RECOMMENDATIONS. 5. INDOOR & OUTDOOR UNITS SHALL HAVE SINGLE POINT OF CONNECTION. 6. PROVIDE CONICAL TAKE -OFFS FOR ALL ROUND TAPS INTO RECTANGULAR DUCTWORK WITH VOLUME DAMPERS AT EACH TAKE -OFF FOR CFM ADJUSTMENT. 7. COORDINATE DIFFUSER BOXES, SUPPLY, & RETURN GRILLES & OTHER MECHANICAL DEVICES WITH LIGHT FIXTURES, SPRINKLER PIPING &PLUMBING. 8. PROVIDE LOW AMBIENT CONTROLS AS NECESSARY TO ALLOW COOLING AT TEMPERATURES DOWN TO 45°F. 9. HORSEPOWER RATINGS ON MOTORS ARE BASED ON SCHEDULED EQUIPMENT & DESIGN CONDITIONS. ACTUAL FIELD CONDITIONS OR SUBSTITUTIONS FROM SCHEDULED EQUIPMENT MAY REQUIRE DIFFERENT HORSEPOWER. IF LARGER MOTOR SIZES ARE REQUIRED OR CHANGES OCCUR IN VOLTAGES, COORDINATE ELECTRICAL SERVICE TO ENSURE PROPER WIRE SIZES & DEVICES AT NO ADDITIONAL COMPENSATION (DUE TO THESE CHANGES) ASKED FOR OR REQUESTED BY ANOTHER CONTRACTOR OR TRADE. 10.REFRIGERANT LINES FROM CU's TO AHU's SHALL BE SIZED PER F::��INDOOR FAN DATA COOLING CAPACITY TOTAL 0/A ESP FLA MOTOR EDB EWB AMBIENT?/HRTU/HR) FLOW (CFM) (W.G.) (A) (HP) (°F) (°F) (°F) TU/HR) (CFM) AHU-2 800 80 - 1.3 0.25 80 67 95 /CU -2 NOTES: 1 UNITS PROVIDED SHALL MEET ALL SCHEDULED VALUES REGARDLESS OF 2. PROVIDE EACH UNIT WITH A THERMOSTAT MOUNTED @ 48" AFF. AIR DIS f� MARK DESCRIPTION A 4 -WAY SUPPLY B RETURN INDOOR FAN OUTDOOR FAN ELECTRICAL DATA OUTDOOR COMP. FAN BASIS OF DESIGN EER RLA FLA MCA MOCP HEATER MCA MOCP VOLTS Hz PHASE (A) (A) (q) (A) (kW) (A) (A) - -- __ - 208 60 1 TRANS ---- 23 25 5 TEM3AOB24S21SAA UNLESS APPROVED BY THE ENGINEER. I ' RI (� U T I O N DEVICE SCHEDULE 1� EXHAUST MOUNTING FACE SIZE BASIS OF DESIGN NOTES AY -IN /SURFACE 24"X 24" / 12"X 12" TITUS TMS 1,2 WALL / DOOR SEE DRAWING TITUS 355FL 1,2 SPACE MANUFACTURER'S RECOMMENDATIONS. 11. ALL FAN MOTORS SHALL HAVE THERMAL OVERLOAD & CURRENT PROTECTION. 12.PROVIDE SMOKE DETECTORS IN RETURN DUCT FOR ALL AHU's THAT DELIVER 2000 CFM OF SUPPLY AIR OR GREATER FOR UNIT SHUTDOWN. CONTRACTOR SHALL PROVIDE AUDIBLE & VISUAL ALARM IN A CONSTANTLY OCCUPIED LOCATION. ALARM SHALL BE LABELED "DUCT TROUBLE". NOTES: 1. LOUVER FACE. 2. WITH OPTIONAL DAMPER. E H AU ST FAN SCHEDULE (E.) (V-) 13. PROVIDE AHU's WITH PROGRAMMABLE THERMOSTATS. 14.PROVIDE UNITS WITH 1" DISPOSABLE FILTER & FILTER HOUSING, TIME DELAY RELAY &LOCKOUT RELAY. 15.PROVIDE UNITS WITH A 5 YEAR WARRANTY FOR COMPRESSORS & ONE YEAR ON OTHER PARTS. 16. ALL DUCTWORK SHALL BE CONSTRUCTED WITH SHEET METAL OR DUCTBOARD PER LATEST SMACNA STANDARDS, & SHALL HAVE A MINIMUM R VALUE OF 6. 17.ALL WORK SHALL BE PER IN ACCORDANCE WITH THE 2017 FLORIDA MECHANICAL CODE (INCLUDING ALL LATEST REVISIONS), NFPA 90A, ASHRAE MARK SERVICE EF -1 TOILET ROOM NOTE: 1, INTERLOCK WITH LIGHT SWITCH. 2, PROVIDE BACKDRAFT DAMPER. TOTAL AIR E.S.P. (CFM) (W G) 70 0.10 ::7 POWER AMPS UNIT TYPE DRIVE CEILING DIRECT 96 0.8 VOLTS/PH/HZ MANUFACTURER MODEL NUMBER NOTES 120/1/60 LNUTC 671R 1,2 o� ROOM 101 (TOILET) 0 0 0 62-2010, AND ASHRAE 90.1. 70 CFM x TOILET 0 LOUVER SCHEDULE 5 1 0.06 FACE SIZE MATERIAL BASIS OF DESIGN NOTES 5 MARK DESCRIPTION (CFM) TOTAL AIRKALLMOUNTED 0.06 L_1 OUTDOOR AIR INTAKE 200 13" x 12" ALUMINUM GREENHECK EVH-501 1,2 ROOM 104 (OFFICE) NOTES: 1. COORDINATE FINISH WITH ARCHITECT. 2. PROVIDE INSECT SCREEN, 1 0.06 96 6"0 UP TO ROOF W/ CAP rK CU -1 0*1 ffi E1*1 (EX) AHU-2 (EX) B 14; 700 =ROOM HA 150 00 x MECHANICA SCALE: 1/4"= V-0" A 11 w0 L PLAN FROOM 103 D 14x,C lox A B 00,450 Kr4_1412 ROOM 106 FROOM 105 A 00 BRANCH & FLEX DUCT SCHEDULE 0 - 160 CFM 6"o 165 - 250 CFM - 8110 255 - 380 CFM - 10"o 385 - 470 CFM - 12"o 475 - 700 CFM - 114"0 705 -1100 CFM - 16"o NOTE: BRANCH RUNOUT SIZE REFLECTS SUPPLY DIFFUSER NECK SIZE UNLESS OTHERWISE NOTED. 4 OUTDOOR AIR VENTILATION CALCULATION ASHRAE 62.1 2004 Vaz = (Rp)(Pz) + (Ra)(Az) rn V PEOPLE ZONE AREA ZONE 00 Ixo BREATHING �� OUTDOOR POPULATION OUTDOOR FLOOR EXHAUST ZONE SPACE AIR RATE (P.) AIR RATE AREA (E.) (V-) (RP) (P-) (A.) o� ROOM 101 (TOILET) 0 0 0 56 70 CFM x TOILET 0 ROOM 102 (OFFICE) 5 1 0.06 172 N/A 15 ROOM 103 (OFFICE) 5 3 0.06 611 N/A 52 ROOM 104 (OFFICE) 5 1 0.06 96 N/A 11 ROOM 105 (OFFICE) 5 2 0.06 274 N/A 26 ROOM 106 (AHU) 0 0 0.06 12 N/A 1 ROOM 107 (BREAK) 7.5 2 0.06 69 N/A 19 TOTAL O/A REQUIRED =124 CFM TOTAL TOTAL= 70 124 PROVIDED THROUGH AHU-1 = 200 CFM D CEILING INTAKE KDRAFT EXISTING ROOF CAP BIRD SCREEN TOILET EXHAUST DETAIL NOT TO SCALE DUCT TO ROOF CAP m A N a z ma W 0= L a Z �W W S�' OW zV W a z� 3U3 88w o2 ut W �w zg �o o� WW Wo Z �z ausu Lu Luc apaa .Z. O W CLI 0 4 2 yak o. 93 MZ �cc G = 'o jW W Q D U W a W N rn V 71 W O Lo *k .:` "'�` 00 Ixo �� z LL sl aw WW m FiFi �j Fill Fi Z ❑ CD M w co rn (� o z U.)W 0o 0)c o CD G Z mN ZCD� w aM 0w �u a. cn v 0 0 © yZ �W �Nfl-� .� V N r Om00- Ntr_ r I1/F- >OOOCD CSO W= L>oo coo ©=V.,coir US �N/ � O � �t -v co c0 0 L.L.. N CV N "O -O . 0 0 � ,q 0 0 D Q1` to O o O O M " W a) i U- U- V) W N rn V N M Q OJ '0 0 00 Ixo �� mz 0 Z CL U 00''�F aw WW m Z ~ ado F-' CL z 5 06 Fr Q J H W D o� W J 0 W U (n H Z Z 5 o J Q W U Q U W W J � r W (1) Z DRAWN BY: AMG CHECKED BY: CMD DATE: 11-05-18 SHEET M-1 PLUMBING FIXTURE SCHEDULE WC -1 - FLOOR MOUNTED TOILET • TANK - VORTENS 3489-02-V • BOWL - VORTENS 3123-02-V • SINK - BEMIS 1955SSCT WHT WHT MEDALIST 1.28GPF 12RGH RH WHT EL ADA VIENNA PLUS BOWL EL OF LC SEAT - A /nnnLJn,/7 /onn►in nn AAIr CT[ I A- L� DISCONNECT / POWER FOR HVAC EQUIPMENT EXISTING DUPLEX RECEPTACLE EXISTING QUAD RECEPTACLE RELOCATED EXISTING ELECTRICAL PANEL IPMa A LIGHTING SCHEDULE IHI 20 LAY IN FIXTURE 3 /"/J 7-e- a • c-lrresc o7- ®2X2 LAY IN FIXTURE 2-1 T utif d y/aa�tr�' D 1X4 SURFACE WO NT.,�JXTURE F'/oulSe x w� EXIT / EMERGENCY COMBO LIGHT 00'4 EMERGENCY LIGHT leo $3 NEW LIGHT SWITCH (3 = 3 WAY) © EXISTING FIXTURE TO REMAIN O EXISTING FIXTURE TO REMAIN O ® EXISTING FIXTURE TO REMOVE eo 14..1e� $ EXISTING LIGHT SWITCH RE TO Mm «m E NG 8' DRYWALL CEILING''FA 6' FA •~ .. ms's'' .4- `'' . 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ARCH ITECTU RAL G-1 CODE DATA G-2 LIFE SAFETY PLAN A-1 FLOOR PLAN A-2 REFLECTED CEILING PLAN A-3 POWER PLAN A-4 ACCESSIBILITY GUIDELINES - MECHANICAL M-1 MECHANICAL NOTES, SCHEDULES, AND DETAILS PLUMBING (BY OTHERS) P-1 PLUMBING PLAN ELECTRICAL (BY OTHERS) E-1 ELECTRICAL PLAN PLUMBING FIXTURE COUNT PER TABLE 403.1 FLORIDA PLUMBING CODE BUSINESS (B) WATER CLOSETS 1 WC PER 25 MALE/FEMALE FOR THE FIRST 50 PEOPLE LAVATORIES 1 LAV PER 40 MALE/FEMALE FOR THE FIRST 80 PEOPLE DRINKING 1 LAV PER 1,000 FOUNTAINS TOTAL OCCUPANT LOAD BUSINESS - 14 7 MALES 7 FEMALES 1 REQUIRED WATERCLOSET 1 REQUIRED LAVATORY SEPARATE FACILITIES NOT REQUIRED FOR BUSINESS OCCUPANCIES WITH A TOTAL OCCUPANT LOAD OF 15 OR LESS (FPC 403.2 EXCEPTION #2) A SERVICE SINK IS NOT REQUIRED IN BUSINESS OCCUPANCIES WITH AN OCCUPANT LOAD OF 15 OR LESS (FPC T403.1 FOOTNOTE e) LOCKS ON EXIT DOORS SHALL NOT REQUIRE THE USE OF A KEY, A TOOL OR SPECIAL KNOWLEDGE OR EFFORT FOR OPERATION FROM EGRESS SIDE UNLESS THEY MEET THE REQUIREMENTS OF NFPA 101 7.1.2.5. NOTE A: EXIT DOOR TACTILE SIGNAGE READING: EXIT SIGNAGE SHALL COMPLY w/ANSI/CABO A117.1; MOUNT 60" AFF TO CENTERLINE OF SIGN LOCATION OF SIGN SHALL COMPLY WITH FBC-ACCESSIBILITY 703 SIGNS SHALL BE THE RESPONSIBILITY OF THE INDIVIDUAL TENANTS AS PART OF THEIR BUILD -OUTS CODE REOUIREM,ENTS THE PROJECT IS A TENANT BUILDOUT F RAN OFFICE. THE BUILDING "MAYPORT CENTER" WAS DESIGNED BY ROBERT ALLEN CONNER, ARCHITECT NOV. 12, 1985 THE DRAWINGS ARE STAMPED PERMIT ,PPROVED BY ATLANTIC BEACH MAY 9, 1986 THE BUILDING IS CONSTRUCTED OUT O NON -LOAD-BEARING CMU WALLS, CONCRETE SLAB -ON -GRADE FLOORS, PRE-ENGINEERED METAL BUILDING STR JCTURE & METAL ROOFING FLORIDA BUILDING CODE 6th EDITION (2 17) FLORIDA FIRE PREVENTION CODE 6th E (TION (ENCOMPASSING THE 2015 EDITIONS OF NFPA 1 & NFPA 101) FLORIDA BUILDING CODE - ACCESSIBILI 6th EDITION (2017) FLORIDA BUILDING CODE -EXISTING BUI DING 6th EDITION (2017) THE PROJECT IS AN ALTERATION - LEVEL 2 (FBC-EB 504.1) 1 OCCUPANCY CLASSIFICATION OF TENA IT SPACE: BUSINESS (B) FBC 304.1; NFPA 3.3.39, 3.3.190.3 AND CHAPTER 38. THE USE OF A BUILDING OR PORTION T EREOF FOR FOR OFFICE, PROFESSIONAL OR SERVICE TYPE INDUSTRIES. A SMALL ROOM OR SPACE WITH AN OCCUPANT LOAD OF 50 PEOPLE OR LESS USED FOR ASSEMBLY PURPOSES (303.1.2.1) CONSTRUCTION: FBC SECTION 602.2 - ePE VB, UNSPRINKLED ALLOWABLE HEIGHTS AND BUILDING AR =AS: TABLES 504.3 & 506.2 - TYPE VB, UNSPRINKLED MAX. HEIGHT - 40'-0" MAX. STORIES - 2 BASIC ALLOWABLE AREA - 9,000 SQ. FT. (BUSINESS - SINGLE STORY) TENANT AREA: 1,403 SF TYPE VB - TABLE FBC 601 BUILDING ELEMENT TYP - TYPE VB STRUCTURAL FRAME (FT) 0 INCLUDING COLUMNS, GIRDERS, TRUSSES < 5 BEARING WALLS ALL 1 EXTERIOR 0 INTERIOR <10 LL NONBEARING WALLS AND PARTITIONS Z 0 EXTERIOR VB 0 NONBEARING WALLS AND PARTITIONS U 0 INTERIOR > 30 U_ co F- FLOOR CONSTRUCTION 0 0 INCLUDING SUPPORTING BEAMS AND JOISTS 06Q ROOF CONSTRUCTION 0 INCLUDING SUPPORTING BEAMS AND JOISTS Z O TYPE VB - TABLE FBC 602 FIRE SEPARATION DISTANCE TYP - OF CONSTRUCTION GROUP B (FT) N < 5 ALL 1 > 5 OTHERS 1 <10 LL m Z >10 of VB 0 < 30 U �m WFt Z > 30 U_ co F- ALL 0 SEPARATED ACCESSORY OCCUPANCIES ( 'BC TABLE 508.4 - NO SPRINKLER SYSTEM): SEPARATION OF A BUSINESS OCCUP NCY FROM A MERCANTILE OCCUPANCY - N - NO SEPARATION REQUIRED SEPARATION OF A BUSINESS OCCUP WCY FROM A BUSINESS OCCUPANCY - N - NO SEPARATION REQUIRED SEPARATED ACCESSORY OCCUPANCIES ( LORIDA FIRE PREVENTION CODE TABLE 6.1.14.4.1(a & b) - NO SPRINKLER SYSTEM): SEPARATION OF A BUSINESS OCCUP ►NCY FROM A MERCANTILE OCCUPANCY - 2 HOURS WHERE THE BUILDING IS TWO STORIES OR LESS IN HEIGHT AND THE TOTAL BUILDING SQUARE FOOTAGE IS LESS THAN 10,000 SQUARE FEET, NO SEPARATION IS EQUIRED. OCCUPANTLOAD: MINIMUM OCCUPANT LOAD - FBC 'ABLE 1004.1.2 (NFPA TABLE 7.3.1.2 & 42.1.7): BUSINESS: 100 SQ FT PER PERSO I UNIT (BUSINESS) 1,403 SF / 100 SF PER PERSON = 14 OCCUPANTS INTERIOR FINISHES: MINIMUM AS REQUIRED BY FBC TABLE 801.9 (UNSPRINKLED): OCCUPANCY VERTICAL iXITS EXIT ACCESS CORRIDORS ROOMS &ENCLOSED SPACES BUSINESS A B C AS REQUIRED BY NFPA 101 TABLE A.10.2. OCCUPANCY VERTICAL !XITS EXIT ACCESS OTHER SPACES BUSINESS AOR A OR B A, B OR C CLASS A INTERIOR WALL AND CE LING FINISH FLAME SPREAD 0-25; SMOKE DEVELOPED 0-450 CLASS B INTERIOR WALL AND CE LING FINISH - FLAME SPREAD 26-75; SMOKE DEVELOPED 0-450 CLASS C INTERIOR WALL AND CE LING FINISH - FLAME SPREAD 76-200; SMOKE DEVELOPED 0-450 CLASS I INTERIOR FLOOR FINISH - CRITICAL RADIANT FLUX, NOT LESS THAN 0.45 W/cm2 CLASS II INTERIOR FLOOR FINISH - CRITICAL RADIANT FLUX, NOT MORE THAN 0.22 W/cm2 BUT LESS THAN 0.45 W/cm2 MEANS OF EGRESS: MAXIMUM TRAVEL DISTANCE, DEAD END LENGTH, EXIT AND MEANS OF EGRESS WIDTH: FBC 1005.3.1 & 1005.3.2 & TABLE 1017.2; NFPA TABLE A.7.6.1: MAXIMUM TRAVEL DISTANCE TO :XIT (UNSPRINKLED): 200 FT; NFPA 101 - 200 FT (BUST 'qESS -NFPA 38.2.6.1) MAXIMUM DEAD END CORRIDOR .ENGTH (UNSPRINKLED): 20 FT; (FBC 1020.4) NFPA 101 -20 FT (BUSIN :SS) OTHER EGRESS COMPONENTS ( (IDTH PER PERSON SERVED) : LEVEL =.02" (0.2"x 14 O 'aCUPANTS = 2.8" REQUIRED) MINIMUM CORRIDOR AISLE WIDT I: 44" (FBC TABLE 1020.2) MINIMUM CORRIDOR AISLE WIDT I: 36" (FBC 1020.2; LESS THAN 30 PEOPLE) MINIMUM CLEAR WIDTH OPENING OF EXIT DOORS: 32"(32"/0.2" PER PERSON= 160 PERSONS) COMMON PATH OF TRAVEL: 75 FT; OCCUPANT LOAD LESS THAN 30 & WITHOUT A SPRINKLER SYSTEM (FBC TABLE 100 .2.1); NFPA 101 - 75 FT (BUSIN-3S) DOORS SHALL SWING IN THE DIR :CTION OF EGRESS EXCEPT WHEN SERVING AN OCCUPANT LOAD OF LESS THAN 50 (FBC 1010.1.2.1) CORRIDOR FIRE -RESISTANCE RA 'ING: CORRIDOR FIRE RATING WITH LESS THAN 30 PEOPLE & WITHOUT A SPRINKLER SYSTEM (FBC 1020.1) - 0 HOURS 160P INDICATES EXIT OR EXIT A .CESS, NUMBER OF 03211 PERSONS (P) DISCHARGIN , AT EXIT OR EXIT ACCESS, AND EGRESS CLEAR WIDT I (AT DOORS). ■■■ SAMPLE EGRESS TRAVEL 'ATH AND DISTANCE ■ i ■ EXISTING & NEW ONE -HOU it FIRE RATED WALL - - FIRE EXTINGUISHERL R (UA TING 3A-40B:C) 5 LB MULTIPURPOSE DRY CHEMICAL EQUAL TO BADGER MODEL { 5MB-611 (A KIDDE COMPANY) FIRE EXTINGUISHERS SHALL BE CERTIFIED BY A LICENSE FIRE PROTECTION COMPANY FIRE EXTINGUISHERS SHAL . BE INSTALLED BY TENANTS IN THEIR LEASED SPACES CLASS A FIRES (ORDINARY 'OMBUSTIBLE MATERIALS SUCH AS WOOD, CLOTH, PAPER RUBBER AND MANY PLASTICS) CLASS B FIRES (LIQUIDS, T RS, OILS, GASES) CLASS C FIRES (ELECTRICA_ EQUIPMENT) MAXIMUM FLOOR AREA PER UNIT OF A = 1,500 SF MAXIMUM FLOOR AREA PER 2A UNIT = 3,000 SF MAXIMUM TRAVEL DISTANC : TO AN EXTINGUISHER = 75 FT MAXIMUM FLOOR AREA PER EXTINGUISHER = 11,250 SF OVERALL BUILDING PLAN SCALE: N.T.S. U SITE \ SCALE N_ STREET MAP SCALE: N.T.S. DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT. El E3 (j ED r-1 ❑ Z ❑ rn W ch W W o L.L ? o L N o0 0 �Z N Zto � W aJ 5� O to LL a U) I-- c- s o . . ©�� o U � �Z �•- > Q 00r.- 4- C ory a�,v V ©= V� 04t NUJ � o d• �t -c3 co m T_ N N O L.L. o 04 O.O Q M�(m a) ILL LL DRAWN BY: CAS CHECKED BY: CAS DATE: 11-05-18 SHEET VJ M W N N cy) o oa QJ 0 I �o 0 0 LL m Z O2 of = Qa U �m WFt Z U_ co F- _ � Q 06Q Z O W � IQ- Q W D O U W ai I— F- H W 2 O to Z DRAWN BY: CAS CHECKED BY: CAS DATE: 11-05-18 SHEET cl COUNTER DEPTH 49' REFRIGERATOR ROOM 107 FOOM 101 A■�� 1 ❑IZII11711 1 HI -LO DF 1 1 an - - - wa an m an ROOM 102 ROOM 103 1 — I 1 1 1 1 1 -&FE 1 160P 32° NOTE A i LIFE SAFETY PLAN Q SCALE: 1/4"=1'-0" 36' u 1 ROOM 104 ROOM 106 1 i 1 1 ROOM 105 1 t 160P 32" NOTE A DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT. ❑❑ ❑❑ M M d N N M 5Q ❑ z ❑ 0 J G7 0 0 O ca H te 0Z -J 0(.) W � M M w W0) �m 0 zF' �Z ooi-- o� C) o 00 c0 G Z mN Z(DD W IN ch O V) LL Q O� W uj 0 � m co �c� m � W Z Q•>0O t O U �-�•_ OW r In N C'4 O V C) 00 i D Q C) m " o) a) LL LL ") W M M N N M 5Q Qo 0 J 0 0 O ca H te 0Z -J 0(.) � Q w �m zF' ooi-- Z W F- w 0 J g o 2 a W Q Lu Q� LL. w LL -� W co J � Q � N � r H F— W Lu Z O to Z DRAWN BY: CAS CHECKED BY: CAS DATE: 11-05-18 SHEET G-2 WALL LEGEND A - 6"25 GA METAL STUDS @ 24" O.C. W/ (1) LAYER OF 2" GWB ON EACH SIDE TO BOTTOM OF INSULATION (VARIES -12'-0" TO 13'-6") W/ R-13 INSULATION FINISH NOTES: FINISH TO 6" ABOVE CEILING ELEVATION IN ROOM 101 TAPE AND BED ONLY ON OPPOSITE SIDE BRACE WALL TO LIMIT DEFLECTION TO L/240 INTERIOR SIDE ONLY PAINTED WITH VINYL BASE B - 3-5/8" 25 GA METAL STUDS @ 24" O.G. W/ (1) LAYER OF 2" MOISTURE RESISTANT GYPSUM WALLBOARD ON EACH SIDE TO 6" AFF W/ SOUND BATT INSULATION BOTH SIDES PAINTED WITH VINYL BASE C - 3-5/8" 25 GA METAL STUDS @ 24" O.G. W/ (1) LAYER OF 2" GWB ON EACH SIDE TO BOTTOM OF INSULATION (VARIES - 12'-0" TO 13'-6") W/ R-13 INSULATION FINISH NOTES: FINISH TO 6" ABOVE CEILING ELEVATION ON ROOMS 103, 104, 105, 106, 107 SIDE TAPE & BED ONLY ON OPPOSITE SIDE BRACE WALL TO LIMIT DEFLECTION TO L/240 INTERIOR SIDE ONLY PAINTED WITH VINYL BASE D - 3-5/8"25 GA METAL STUDS @ 24" O.C. W/ (1) LAYER OF 2" GWB ON EACH SIDE TO 10' AFF W/ SOUND ATTENUATION BATT INSULATION BRACE WALL TO LIMIT DEFLECTION TO L/240 BOTH SIDES PAINTED WITH VINYL BASE E - REMOVE EXISTING DOUBLE DOORS AND INFILL OF REMAINING WALL W/ 3-5/8" 25 GA METAL STUDS AT 24" O.C. W/ (1) LAYER OF 2" GWB ON EACH SIDE TO MATCH BOTH SIDES PAINTED WITH VINYL BASE. F - NEW PONY WALL ABOVE EXISTING WALL SYSTEM FROM TOP OF EXISTING WALL TO 6" ABOVE CEILING ELEVATION OF ROOMS 103 & 107 3-5/8" 25 GA METAL STUDS AT 24" O.C. W/ (1) LAYER OF 2" GWB ON EACH SIDE. FINISH NOTES: FINISH TO 6" ABOVE CEILING ELEVATION ON ROOMS 103 & 107 SIDE TAPE AND BED ONLY ON OPPOSITE SIDE BRACE WALL TO LIMIT DEFLECTION TO U240 G - EXISTING TENANT SEPARATION WALL TO REMAIN (2" TYPE X DRYWALL BOTH SIDES OVER 2X4 FRAMING) V - EXISTING WALL TO REMAIN - NO WORK W - EXISTING WALL TO REMAIN - PATCH AS NEEDED PAINT BOTH SIDES WITH VINYL BASE X - EXISTING WALL TO REMAIN - PATCH AS NEEDED PAINT INTERIOR SIDE WITH VINYL BASE Y - EXPOSED COLUMN FRAME AND WRAP WITH DRYWALL TO MATCH EXISTING PAINT INTERIOR SIDE WITH VINYL BASE Z - EXISTING WALL - REMOVE EXISING ACCENT FINISH AND REPLACE W/" DRYWALL PAINT EXISTING SIDE WITH VINYL BASE DOOR & WINDOW SCHEDULE SCHEDULE 1 - 3'-0" X 6'-8" SOLID CORE BIRCH DOOR WITH HOLLOW METAL FRAME PRIVACY LOCKSET, (3) HINGES, SILENCERS, CLOSER, KICKPLATE, WALLSTOP 2 - 3'-0" X V-8" SOLID CORE BIRCH DOOR WITH HOLLOW METAL FRAME PASSAGE LOCKSET, (3) HINGES, SILENCERS, WALLSTOP 3 - 3'-0" X 6'-8" SOLID CORE BIRCH DOOR WITH HOLLOW METAL FRAME OFFICE LOCKSET, (3) HINGES, SILENCERS, WALL STOP 4 - X-0" X 6'-8" SOLID CORE BIRCH DOOR WITH HOLLOW METAL FRAME OFFICE LOCKSET, (3) HINGES, SILENCERS, FLOOR STOP 5 - T-0" X V-8" SOLID CORE BIRCH DOOR WITH HOLLOW METAL FRAME OFFICE LOCKSET, (3) HINGES, SILENCERS, WALL STOP 6 - EXISTING STOREFRONT DOOR. REMOVE PUSH/PULL HANDLES, LOCK IN PLACE (INOPERABLE) 7 - EXISTING STOREFRONT DOOR TO REMAIN 10 - EXISTING INTERIOR WINDOW TO REMAIN 11 - EXISTING EXTERIOR WINDOW TO REMAIN (TYP) DOOR SPECIFICATIONS & FINISHES (OR EQUAL) HINGES - HAGER BB1279 4-1/2" X 4= 2" US26D LOCKSETS - S. PARKER HARDWARE - OFFICE SL7160A 626, PRIVACY SL 7160P 626 CLOSER2 - FALCON SC61 X AL WALL STOPS - ROCKWOOD 409 US32D FLOOR STOPS - ROCKWOOD 441 US26D KICK PLATES - 8X34 US32D FRAMES - KNOCK DOWN OR WELDED, CONTRACTOR'S OPTION DOORS - SOLID CORE WOOD - BIRCH FLOOR PLAN SCALE: 1/4"=1'-0" BARRIER -FREE CYLINDRICAL LEVER SET DESIGN BARRIER -FREE CYLINDRICAL LEVER SET DESIGN 7'-7j„ 4j" 9 ,_1„ 5'-6" A � o p COUNTER DEPTH -N REFRIGERATOR 0 3K B M 7 -7$ ' ROOM LOCV 107 X ROOM 101 1 1D n JE INTERIOR CONCRETE SLAB INSTALLATION NOTES: 1. #4 x 12" LONG DOWELS @ 36" O.C. W/6" IN THE EXISTING SLAB AND 6" IN THE NEW SLAB - ANCHOR DOWELS INTO EXISTING SLAB, TYP. TRENCHES LESS THAN 12" DO NOT REQUIRE DOWELS. TRENCHES LESS THAN 24" SHALL HAVE DOWELS @ 36" O.C. ON EACH SIDE OF THE TRENCH. THE DOWELS SHALL BE INSTALLED IN A STAGGERED PATTERN OFFSET 18" ON EACH SIDE OF THE TRENCH. TRENCHES GREATER THAN 24" SHALL HAVE DOWELS @ 36" O.C. ON EACH SIDE OF THE TRENCH. 2. NEW 4" CONCRETE SLAB ON GRADE (TO MATCH EXISTING; FIELD VERIFY) W/6 x 6 -1.4 x 1.4 WWF REINFORCING OVER 10 MIL POLY VAPOR RETARDER, TREATED & COMPACTED SOIL 4,000 PSI, 145 PCF DENSITY, 0.45 MAX W/C RATIO 29'-88" NOTES: 1. PROVIDE FIREBLOCKING AND DRAFTSTOPPING IN PARTITIONS PER FBC 717. PROVIDE FIREBLOCKING IN CONCEALED WALL SPACES INCLUDING VERTICALLY AT THE CEILING AND FLOOR LEVELS AND HORIZONTALLY AT INTERVALS NOT EXCEEDING 10' (IBC 717.2.2). SEE IBC 717.2.1 FOR FIREBLOCKING MATERIAL OPTIONS. 2. EXPOSED INSULATION MATERIALS INSTALLED SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE DEVELOPED RATING OF NOT MORE THAN 450 AS DETERMINED IN ACCORDANCE WITH ASTM E 84. 3. CONCEALED INSULATION MATERIALS INSTALLED SHALL HAVE AFLAME SPREAD RATING OF NOT MORE THAN 75 AND A SMOKE DEVELOPED RATING OF NOT MORE THAN 450 AS DETERMINED IN ACCORDANCE WITH ASTM E 84. 4. PROVIDE MOISTURE RESISTANT GYPSUM BOARD AROUND PLUMBING FIXTURES AND WALLS TO RECEIVE CERAMIC TILE. 5. PROVIDE FIRE-RERADANT WOOD BLOCKING IN WALL AS REQUIRED TO SUPPORT TOILET ROOM FIXTURES, ACCESSORIES, SHELVES & CABINETS, WALL MOUNTED TELEVISIONS AND FIRE EXTINGUISHERS, COORDINATE LOCATIONS OF CEILING & WALL MOUNTED TELEVISIONS WITH TENANT IN FIELD. 6. PROVIDE R-11 SOUND ATTENUATION BATT AROUND THE TOILET ROOM. 18'-58 WALLS WITHIN 2'-0" OF SERVICE SINKS, URINALS & WATERCLOSETS SHALL HAVE A SMOOTH NONABSORBENT SURFACE TO A HEIGHT OF 4'-0" ABOVE THE FLOOR �5,_27„ [cl u o U i�— NEW D I O AHU ^IN I O Ln E D ROOM 106 D ROOM 104 D c DESKS PROVIDED BY TENANT, TYP. ROOM 102 ROOM 105LO ROOM 103 F D Ln I r�loO 11 0 Z X � n ! �F7 <8>Q 11'-2j" VIF ROOM FINISHES ROOM 101 WALLS - PAINTED - EPDXY PAINT BASE - VINYL BASE FLOOR - VCT CEILING - ACT - ARMSTRONG 4 PRELUDE XL GRID W/ FINE FISSURED SQU NOTE - WALLS WITHIN 2'-0" OF SERVICE SINKS, TOILETS, & URINALS SHALL ROOM 102 WALLS - PAINTED (EXISTING TO REMAIN) BASE - VINYL BASE FLOOR - CARPET CEILING - PAINTED (EXISTING TO REMAIN) OTHER - EXISTING WALLS AND CEILING TO REMAIN ROOMS 103 / 104 / 105 WALLS - PAINTED BASE - VINYL BASE FLOOR - CARPET CEILING - ACT - ARMSTRONG �65 PRELUDE XL GRID W/ FINE FISSURED SQL AFF) ROOMS 106 WALLS - TAPED AND FINISHED DRYWALL BASE -NONE FLOOR - NONE CEILING - NONE ROOMS 107 WALLS - PAINTED BASE VINYL BASE FLOOR - VCT CEILING - ACT - ARMSTRONG 's PRELUDE XL GRID W/ FINE FISSURED SQL AFF) 64'-72" VERIFY IN FIELD (TYP) ACCESSORY LIST c BATHROOM ACCESSORIES SK1 181010 LAY IN 2X4 TILE - EVEN WITH TOP OF EXISTING WALL X (+/- 8'-0" AFF) TOILET GRAB BAR - 48" VE A SMOOTH NONABSORBENT SURFACE TO A HEIGHT OF 4'-0" AFF TOILET GRAB BAR - 36" MIRROR - 24"X36" C11) N N PAPER TOWEL DISPENSER 0 SOAP DISPENSER N M SANITARY NAPKIN DISPOSAL p TOILET PAPER DISPENSER SIGNAGE <R> EXIT DOOR TACTILE SIGNAGE READING: EXIT �O LL © ADA TOILET ROOM SIGN E LAY IN 2X4 TILE - EVEN WITH TOP OF EXTERIOR WINDOWS (+/- 9'-0" SIGNAGE SHALL COMPLY WITH ANSI/CARO A117.1 03 MOUNT SIGNAGE 60" AFF TO CENTERLINE OF SIGN V FIRE EXTINGUISHERS as FIRE EXTINGUISHER TYPE "A" (UL RATING 3A-40B:C) 5LB MULTIPURPOSE DRY CHEMICAL EQUAL TO BADGER MODEL #5MB-6H m oU LAY IN 2X4 TILE - EVEN WITH TOP OF EXTERIOR WINDOWS (+/- 9'-0" ca ON �g R� Z ty�f05 ` W W S2, W U � W a2 61 3a W o� W O W �g �o o� W W Wy �Z� Q yW li &Z0 z a o0f Z w a. ¢yw mak I~�3 (L 0 �w �z3 W W N W Z ay0 y� � Zpm 9w F5 fA y O� coW c U cf) C11) N N Q FW- 0 N M U p U Q El F-1 (j ❑❑ ❑ Z ❑ M W o u)o 0 �Z oLO C) Z mN z W O cl) u a C/) F-'60 �o ©.� Z W CI) 0Q. �°D � m 00 5 C W= a�oo di IDI © =CU) US Z o --1 v -a co ca ON a Y N N 'C 'C LL O U0 0 O O ao v)�CD 0) -r- ILL DRAWN BY: CAS CHECKED BY: CAS DATE: 11-05-18 SHEET A- 1 c ■ C11) N N 0 N M o p p �O LL m 03 o V as W m oU Z l— OD06 Q N W O C)(r)J U Z O � D- UJ WLu � M LL O O00 ILL W I- ~ W Q N F- W Lu = O U) Z DRAWN BY: CAS CHECKED BY: CAS DATE: 11-05-18 SHEET A- 1 I FM mw��pw=wo. NEW toll • • +. ❑NDENSIN ❑ Y, y',, :• .a •,. ".w' :•ti ••' r ,,1. '..•.. UNIT I FM LIGHTING SCHEDULE A 2X4 LAY IN FIXTURE 2X2 LAY IN FIXTURE 1X4 SURFACE MOUNT FIXTURE ®© EXIT / EMERGENCY COMBO LIGHT EMERGENCY LIGHT NEW LIGHT SWITCH (3 = 3 WAY) ❑E EXISTING FIXTURE TO REMAIN FE EXISTING FIXTURE TO REMAIN ❑F EXISTING FIXTURE TO REMOVE EXISTING LIGHT SWITCH 9 NEW ACT CEILING HVAC LEGEND E(D SUPPLY AIR - CUT ISI REGISTER FOR BATHROOM (NOTE LAY IN SUPPLY MAY BE USED) EXHAUST FAN O EXISTING RETURN �IR ® EXISTING SUPPLY IR OOL LAY IN SUPPLY AIR © LAY IN RETURN AIR REFLECTED CEILING PLAN Q GENERAL NOTES 1. SWING & FORCED OPEN DOORS SHALL MEET THE REQUIREMENTS OF NFPA LIFE SAFETY CODE AS FOUND IN THE FLORIDA FIRE PREVENTION CODE 6th EDITION CHAPTER 7.2.1.4 AND THE FLORIDA BUILDING CODE 6th EDITION (2017) 1008.1.2. 2. SELF CLOSING DEVICES SHALL BE PROVIDED ON DOORS IN A MEANS OF EGRESS AND SHALL MEET THE REQUIREMENTS OF THE NFPA LIFE SAFETY CODE (LATEST EDITION) CHAPTER 7.2.1.8 AND THE FLORIDA FIRE PREVENTION CODE 5th EDITION. 3. THIS BUILDING WILL BE A NONSMOKING FACILITY. 4. ALL WORK SHALL BE IN COMPLIANCE WITH THE BUILDING CODES, RECOGNIZED INDUSTRY STANDARDS, CRAFTSMANSHIP STANDARDS IN THE AREA, AND ALL MANUFACTURER'S RECOMMENDATIONS. 5. FLOOR FINISHES ON BOTH SIDES OF A DOOR SHALL BE LEVEL FOR A DISTANCE EQUAL TO THE WIDTH OF THE WIDEST SINGLE DOOR (DOOR ON BOTH SIDES). 6. GENERAL CONTRACTOR SHALL PROVIDE FLORIDA PRODUCT APPROVAL NOTICES FOR ALL COMPONENTS AND CLADDING ON THE EXTERIOR OF THE BUILDING. 7. FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION. REPORT ANY AND ALL DISCREPANCIES TO THE ARCHITECT/ENGINEER. 8. CONTRACTOR SHALL PERMANENTLY IDENTIFY ALL FIRE -RESISTANT -RATED WALLS (AND CORRESPONDING FIRE-RESISTANT RATINGS) INCLUDING FIRE BARRIER WALLS, SMOKE BARRIER WALLS, FIRE PARTITIONS, FIRE WALLS, AND SHAFT ENCLOSURES EITHER BY INSTALLING SIGNS OR BY STENCILING IN CONCEALED SPACES THE FOLLOWING:-( ) HOUR FIRE AND SMOKE RATED BARRIER - PROTECT ALL OPENINGS. IDENTIFICATION SHALL BE SPACED NO MORE THAN TWELVE (12) FEET ON CENTER WITH A MINIMUM LETTER SIZE OF TWO (2) INCHES IN HEIGHT ON A CONTRASTING BACKGROUND 9. DO NOT SCALE DRAFTING, REPORT ERRORS IN DIMENSIONING TO ARCHITECT BEFORE PROCEEDING WITH WORK. 10. DIMENSIONS NOTED AS "CLEAR" ARE FROM FACE OF GYPSUM WALLBOARD TO GYPSUM WALLBOARD. ID SK2 - 18101 0 m H 0 OR co H ma uj OW p Z~ as Lu -Z Wz oW aq y F- i �uj� S �� oZ WW Co Z =o go �a =a !A W W oa8 MLL WAN aW, QRZ LU W ix a.`2 o=a U U tnt=-- w W - w z W d } C } Z - J Q } Z C W d'WC CL ri) LuoLu o m 0Wz roo. o El NEW El (j • • +. ❑NDENSIN ❑ Y, y',, :• .a •,. ".w' :•ti ••' r ,,1. '..•.. UNIT F- o Q +' .ti , o c� �o W .., M o W Qa o z F_ aU') _ c W (D 0 Orn 0 TING $� .RYWALI. EXISTING' z� • CONDENSING orf N ` �' 'ING' • :•�t UNIT '� , .4 1. :' �.: �..'• • . '•.. ' Q � ,4 LL Q ;;.. i TINGDRYVArt. rr �� U 06 W 10 �)Z 8°' �m0 r » co d Us J_ w U LLJ r yN N NUJ tw U W IBI J :.L w w F_ H o F- F— w LIGHTING SCHEDULE A 2X4 LAY IN FIXTURE 2X2 LAY IN FIXTURE 1X4 SURFACE MOUNT FIXTURE ®© EXIT / EMERGENCY COMBO LIGHT EMERGENCY LIGHT NEW LIGHT SWITCH (3 = 3 WAY) ❑E EXISTING FIXTURE TO REMAIN FE EXISTING FIXTURE TO REMAIN ❑F EXISTING FIXTURE TO REMOVE EXISTING LIGHT SWITCH 9 NEW ACT CEILING HVAC LEGEND E(D SUPPLY AIR - CUT ISI REGISTER FOR BATHROOM (NOTE LAY IN SUPPLY MAY BE USED) EXHAUST FAN O EXISTING RETURN �IR ® EXISTING SUPPLY IR OOL LAY IN SUPPLY AIR © LAY IN RETURN AIR REFLECTED CEILING PLAN Q GENERAL NOTES 1. SWING & FORCED OPEN DOORS SHALL MEET THE REQUIREMENTS OF NFPA LIFE SAFETY CODE AS FOUND IN THE FLORIDA FIRE PREVENTION CODE 6th EDITION CHAPTER 7.2.1.4 AND THE FLORIDA BUILDING CODE 6th EDITION (2017) 1008.1.2. 2. SELF CLOSING DEVICES SHALL BE PROVIDED ON DOORS IN A MEANS OF EGRESS AND SHALL MEET THE REQUIREMENTS OF THE NFPA LIFE SAFETY CODE (LATEST EDITION) CHAPTER 7.2.1.8 AND THE FLORIDA FIRE PREVENTION CODE 5th EDITION. 3. THIS BUILDING WILL BE A NONSMOKING FACILITY. 4. ALL WORK SHALL BE IN COMPLIANCE WITH THE BUILDING CODES, RECOGNIZED INDUSTRY STANDARDS, CRAFTSMANSHIP STANDARDS IN THE AREA, AND ALL MANUFACTURER'S RECOMMENDATIONS. 5. FLOOR FINISHES ON BOTH SIDES OF A DOOR SHALL BE LEVEL FOR A DISTANCE EQUAL TO THE WIDTH OF THE WIDEST SINGLE DOOR (DOOR ON BOTH SIDES). 6. GENERAL CONTRACTOR SHALL PROVIDE FLORIDA PRODUCT APPROVAL NOTICES FOR ALL COMPONENTS AND CLADDING ON THE EXTERIOR OF THE BUILDING. 7. FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION. REPORT ANY AND ALL DISCREPANCIES TO THE ARCHITECT/ENGINEER. 8. CONTRACTOR SHALL PERMANENTLY IDENTIFY ALL FIRE -RESISTANT -RATED WALLS (AND CORRESPONDING FIRE-RESISTANT RATINGS) INCLUDING FIRE BARRIER WALLS, SMOKE BARRIER WALLS, FIRE PARTITIONS, FIRE WALLS, AND SHAFT ENCLOSURES EITHER BY INSTALLING SIGNS OR BY STENCILING IN CONCEALED SPACES THE FOLLOWING:-( ) HOUR FIRE AND SMOKE RATED BARRIER - PROTECT ALL OPENINGS. IDENTIFICATION SHALL BE SPACED NO MORE THAN TWELVE (12) FEET ON CENTER WITH A MINIMUM LETTER SIZE OF TWO (2) INCHES IN HEIGHT ON A CONTRASTING BACKGROUND 9. DO NOT SCALE DRAFTING, REPORT ERRORS IN DIMENSIONING TO ARCHITECT BEFORE PROCEEDING WITH WORK. 10. DIMENSIONS NOTED AS "CLEAR" ARE FROM FACE OF GYPSUM WALLBOARD TO GYPSUM WALLBOARD. ID SK2 - 18101 0 m H 0 OR co H ma uj OW p Z~ as Lu -Z Wz oW aq y F- i �uj� S �� oZ WW Co Z =o go �a =a !A W W oa8 MLL WAN aW, QRZ LU W ix a.`2 o=a U U tnt=-- w W - w z W d } C } Z - J Q } Z C W d'WC CL ri) LuoLu o m 0Wz roo. o DRAWN BY: CAS CHECKED CAS DATE: 11-05-18 SHEET A-2 El 1:1 El (j ❑ z ❑ M N M F- o Q (� Q o� o c� �o W M o W Qa o z F_ aU') _ c W (D 0 Orn 0 z mN z� Lij orf N L Oto Q � ,4 LL Q J d rr �� U 06 W cna) �)Z 8°' �m0 r » co d Us J_ w U LLJ r yN N NUJ U W DRAWN BY: CAS CHECKED CAS DATE: 11-05-18 SHEET A-2 ■ M N N N M F- o Q (� Q o� o �o Doo LL a = o V Qa F_ _ c Q J 0115Q Q J d Z J_ w U Z p o w c/) > w U W J :.L w w F_ H o F- F— w 2 O (0 z DRAWN BY: CAS CHECKED CAS DATE: 11-05-18 SHEET A-2 TOILET ACCESSORY LEGEND NOTES 1. HANDICAPPED ACCESS MOUNTING DIMENSIONS ARE VERY RITICAL AND HAVE NO MINUS TO ERANCES. MOUNTING LOCATION O TOILET ACCESSORIES TO BE IN \CCORDANCI WITH A.D.A. TITLE III & FL ARIDA BUILDING CODE 5th EDITI DN (2014) - ACCESSIBILITY. 2. ALL DIMENSIONS SHOW ARE FROM FACE OF FINISH. FINISH HICKNESS MUST BE ADDED TO ANY ROUGH IN DIMENSIONS. WHERE THE TOILET IS FOR INDIVIDUAL USE AND CLEAR FLOOR SPACE COMPLYING WITH FBC-ACCESS 305.3 (A 30"x48" SPACE) IS PROVIDED WITHIN THE ROOM BEYOND THE ARC OF THE DOOR SWING, DOORS SHALL BE PERMITTED TO SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE (FBC-ACCESS 603.2.3 EXCEPTION 2) WHERE THE SPACE BENEATH AN ELEMENT IS INCLUDED AS PART OF THE CLEAR FLOOR OR GROUND SPACE, THE SPACE SHALL COMPLY WITH FBC-ACCESSIBILITY 306 FOR KNEE & TOE CLEARANCE THE SPACE BENEATH THE SINK COMPLIES WITH THIS REQUIREMENT TED GFI FOR MICROWAVE/COFFEE r -REFRIGERATOR GFI D 04 jg� 0 POWER LEGEND 0 DUPLEX RECEPTACLE (GFI WHERE NOTED) . EMPTY J -BOX WITH CONDUIT AND PULL STRING TO ABOVE CEILING FOR FUTURE PHONE/DATA BY OTHERS LIM DISCONNECT / POWER FOR HVAC EQUIPMENT EXISTING DUPLEX RECEPTACLE EXISTING QUAD RECEPTACLE (PANEL A RELOCATED EXISTING ELECTRICAL PANEL u 7'-72" CLEAR 1'-4» 5'-54" CLEAR CLEAR (5'-0" MIN) (15" MIN) 36" MIN. GRAB BAR 42" MIN. GRAB BA I Iw I II Q I I Il w I I 60"o_ �yl� IIcD� \� 001 � � I IIS \ I (\ III I I _ _ -- 60"`+6v\TOE SPACE ROOM 101 cr- U 00 cV UNISEX ADA TOILET ROOM SIGN ENLARGED TOILET ROOM PLAN SCALE: 1/2"= V-0" SK3 - 181010 COUNTER DEPTH REFRIGERATOR W m F- O� K my ppOW W Z NrWN LU � V a WO W fTl Z �S o° WZ W W Z ,8 Z� ;Z ay� Wad 0.a$ aW5 Wad oo �uia i� IL a�3 aF-o U=ai yHj =3 wuiui �0 �a ul J y CQ Z WO W O 0Wa 55 IL W0�2 n (I n Q SURFACE MTD. PAPER (n TOWEL DISPENSER W 18 x 42 MIRROR _ DOUBLE TOILET PAPER HOLDER 0 77- BOBRICK B-6867 HANDICAPPED ® SURFACE MTD, SOAP DISPENSER GRAB BAR ''— W U BOBRICK W SANITARY NAPKIN DISPOSAL B -5806X36 (_� B -5806X42 NOTES 1. HANDICAPPED ACCESS MOUNTING DIMENSIONS ARE VERY RITICAL AND HAVE NO MINUS TO ERANCES. MOUNTING LOCATION O TOILET ACCESSORIES TO BE IN \CCORDANCI WITH A.D.A. TITLE III & FL ARIDA BUILDING CODE 5th EDITI DN (2014) - ACCESSIBILITY. 2. ALL DIMENSIONS SHOW ARE FROM FACE OF FINISH. FINISH HICKNESS MUST BE ADDED TO ANY ROUGH IN DIMENSIONS. WHERE THE TOILET IS FOR INDIVIDUAL USE AND CLEAR FLOOR SPACE COMPLYING WITH FBC-ACCESS 305.3 (A 30"x48" SPACE) IS PROVIDED WITHIN THE ROOM BEYOND THE ARC OF THE DOOR SWING, DOORS SHALL BE PERMITTED TO SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE (FBC-ACCESS 603.2.3 EXCEPTION 2) WHERE THE SPACE BENEATH AN ELEMENT IS INCLUDED AS PART OF THE CLEAR FLOOR OR GROUND SPACE, THE SPACE SHALL COMPLY WITH FBC-ACCESSIBILITY 306 FOR KNEE & TOE CLEARANCE THE SPACE BENEATH THE SINK COMPLIES WITH THIS REQUIREMENT TED GFI FOR MICROWAVE/COFFEE r -REFRIGERATOR GFI D 04 jg� 0 POWER LEGEND 0 DUPLEX RECEPTACLE (GFI WHERE NOTED) . EMPTY J -BOX WITH CONDUIT AND PULL STRING TO ABOVE CEILING FOR FUTURE PHONE/DATA BY OTHERS LIM DISCONNECT / POWER FOR HVAC EQUIPMENT EXISTING DUPLEX RECEPTACLE EXISTING QUAD RECEPTACLE (PANEL A RELOCATED EXISTING ELECTRICAL PANEL u 7'-72" CLEAR 1'-4» 5'-54" CLEAR CLEAR (5'-0" MIN) (15" MIN) 36" MIN. GRAB BAR 42" MIN. GRAB BA I Iw I II Q I I Il w I I 60"o_ �yl� IIcD� \� 001 � � I IIS \ I (\ III I I _ _ -- 60"`+6v\TOE SPACE ROOM 101 cr- U 00 cV UNISEX ADA TOILET ROOM SIGN ENLARGED TOILET ROOM PLAN SCALE: 1/2"= V-0" SK3 - 181010 COUNTER DEPTH REFRIGERATOR W m F- O� K my ppOW W Z NrWN LU � V a WO W fTl Z �S o° WZ W W Z ,8 Z� ;Z ay� Wad 0.a$ aW5 Wad oo �uia i� IL a�3 aF-o U=ai yHj =3 wuiui �0 �a ul J y CQ Z WO W O 0Wa 55 IL W0�2 n (I n Q o (n ti W 0 N M 0 77- p� o �0 m ''— W U 0 W -- F- (_� Z U O oo F— an U Q ❑❑ (j ❑❑ ❑ Z ❑ W ch W 0 O iy Z Lo N W L.JO O Z 06N z$ W M o � a � E-- 0 .. © C� O O �Z W v�ma� +'a� �Moo I_- >0)0)rn cel W = Q = cc w ai tt 0) = V �U� w"") o 'Rt �y N N 'p 'p Q Q MOWC:) Uct 'At0 0'0 M(o c) LLU- DRAWN BY: CAS CHECKED BY: CAS DATE: 11-05-18 SHEET A-3 ■ M t+7 N 0 N M 0 0 p� o �0 m of LL 0: 0 Q Q W Z O oo F— an Z 5 06 Q r O Z a (n LL LU W O a w Lij W w z W DRAWN BY: CAS CHECKED BY: CAS DATE: 11-05-18 SHEET A-3 a00 a� NF w�- 16-18 17-19 aos-ass a3o-ass Braille Pictogram a 12 min, 36 min 12 rein, 30 36 915 I i back wall V'Q Q W o I I y co " .0 60 min, ~ UNG ° 1525 (a) wheelchair (b) ambulatory p J qq��LL 'L accessble water closet accessible water closet[��! C.i URItJAL �QJ e n O N I I WWqLLL HUNG as Fig. 604.2 Fig. 604.2 v U MF x-c. SCREEN WATER CLOSET LOCATION WATER CLOSET LOCATION _ — L UI o i o o° 24 7 7 24 seat control �R I� / Ma 41max, v wall watt ry v U £ C U x �U O —30—J �o C o ° o FI 703.7.21 f s s 60 Mir),--------------- � s 3 mi 4• a gg M� 815 g 5 o International S �mbol of Accessibility �1 U clear u 13 1/2` min. 13 1/2" min. o LS floor ^o c - a, +a 525 + - 30 345 £ ias £ space -s �, a -P +' (a) Fig, 304,3,2 - �D Sas t o o� ., £ In F £ v 60-in (1525-mm)-Dbmeter Space T-Shaped Turning Space 0 -CED El �j ❑❑ 17" max. 60min,525 `� 0 m til e 430 Fig. 604.812 Fig, 604.31 Fig, 604,3 Dls a Conditions Fig, 3 as I (a) (b) Wheelchair Accessible Toilet Compartment Doors Size of Clearance at Water Closets Clear Floor Space at Water Closets International ymbol of Accessibility Signage Height Wheelchair Turning Space ` d watt hung type stall type Fig, 703.41 m Fig. 605,2 36 min. — Height and Depth of Urinals 915 54 min, Height of Tactile characters above Finish Floor or Ground eye level 10 7 7 10 4e ch 1370 30 h( ndle 24 min. 12 min 12 MAX 42 rin 44422 desk arm 12eo �,(� M partition partition 610 305 305 1065 f obs arrest Note; inside finished dimensions measured at the center points (� W O o =_� a �� o ■ ■ . Seat lop of opposing sides g. 6081 _ O M 6 min, 6 min, � CONTROLS � `~ E77� � � W �' " co N co N � Fig. A3 (a) Z O ]SD 150 I TRANSFER S1DE C'I o m M m `r MINN �- t N c C'M"7 lD �. �� "o ro V O 1965 TRANSFER TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE cW O O �� ' 7 in, GZ mN Z� M 0� C`7 "I N c .p — — Rear Wall Slde Wall 7_g accessible path of travel 18 W Q M back a O Q eo604. F' , 703.7,2.2 6 min, Fig.6045.2 Fig, 604,5,1 Fig, 6043 gg _ Iso. -£ o Internati mal TDD Symbol 48 wall0 14L " REAR WALL GRAB BAR WATER CLOSETS SIDE WALL GRAB BAR WATER CLOSETS DISPENSER OUTLET LOCATION , ........ o o r _ .0 (1'J) (C) `D., 604.6 - CONTROLS SHALL BE MOUNTED 1220 0p" E� OR! O (a) _ elevation plan ON THE OPEN SIDE OF THE WATER r° " CLOSET EXCEPT IN AMBULATORY ACCESSIBLE �~ _ elevation . c0 COMPARTMENTS COMPLYING WITH 604.8.2 Z adult children m m W d3 m O a o n/ > �� C Fig. 604,81,4 ...... q a u.. Q= O O O O Wheelchair Accessible Toilet Compartment Toe Clearance ' 1620 seat control T_ L'o O d7 U J w Fig, A2 wall © = U Ln O � � '�p• (C t0 60 min, 60 min. �, NOTE1 Footrest may extend further for tall people watt 60 min, � Space Needed for Smooth U-turn in a wheelchair ��// 2 17 rein ❑ O LL O V �t C00 •O N Fig 305,3 Q M LLL LL 530 30 30 916 ae 4e 915 Dimensions of Adult-Sized Wheelchairs �� — ....... £ 760 760 O O clear FIg' 45 U E Fig. 7033.2.3 Minimum Clearances for Seating and Tables Fig, 608,3,1 a m : zP« O F 0 32,4 Volume GRAB BARS FOR TRANSFER TYPE SHOWERS Ig' 7 3 Telephone Control 5 max 15 min 32 min, 32 min, o p International Symbol )f Access for Hearing Loss Intern tional Symbols125 360 Cns1s s1s 48 min. 32 min, Fig. 602,5 leen 6 max, toe 604.1.8.6 8 min iso clearance e1 Drinkhg Spout Locatbn side (control) knee W_ (a) (b) Clear Floor Space Lavatories clearance 17 min, depth will 15 max M a3o � 4 adult watt hum adult floor mounted water closet Fig, 604,8,1. Fig. 31 17_19 • N a g water closet and childern's water closet Wheelchair Accessible Toilet Compartment Lavatory Clearance a3o ass In New Construction o° N : . . ............ Detail Hinged Door N Fig, 604,8,1,1 - M 32 min. 0 a� i 32 min, els Size of Wheelchair Accessible Toilet Compartment s1s i coli M2 '� M O� � ON i W N ' IO iW O " (b) o N 30 N r Sliding Door _J _J 4 20 - (b) C 455-760 ass Forward I ' • •"" 32 min, C11 i0 815 O IIIIIIIIIIIA 36 min, 8 min, 1025 5x. 30 m = ,� 915 .,.,....,,; 205 6150X. Fig, 608,5,1 0 o equipment permitted In shaded area L1 I Clear Floor Space a) Parallel Approach (c) Maximum Doorway Depth TRANSFER TYPE SHOWER COMPARTMENT CONTROL LOCATION - U pp 307 602 Folding Door Fig, 403,5,1 c — - SKnee Clearancht ed Fig, 404,2,3 • • • • • • .. ®' Minimum Clear Width x W N u, � / 48 of an Accessible Route , • , , , , , Clear Width of Doorways 22_ 232% O (,� Fig 308 Z c0 1220 48 Side ReachHim. Z 1 2 3 1220 12 min, 12 r n, 4 1220 48 min, 1220 Q (a) I 1 17-19 _ 220 Takes transfer posltIcn, swir�oves armrest, transfers Moves wheelchslr out of thRositions on toilet, releases " J footrest out of the way, sets way, changes position (somebrake. Parallel 430-46 102 55X, 30 FIGURE 308.2.1 brakes, people fold chair or pivot It I 60 9o' to the toilet). UNOBSTRUCTED FORWARD REACH x Fig, 305,5 E •_• _ seat seat seat �" " " " " "' ' Diagonal( Approach 110 max )20-25 max 4 Position of Clear Floor or Ground Space wall watt wall M 06M 510-635 � .... E ` Fr—max, N •, 3s5-16 2 1622' max compartment I entry 610 E Doors in Seriesandin Series (a) <b) (b) Eo E X �� size distance from wall L-shaped ti (b) LQ M N Clear Floor Space CC Flg, 610.3P Fig. 610.3 1 z SO min, FI 3 31 L-SHAPED SHOWER SEAT EXTENT OF SEAT 48 1 2 3 30 min, Unobstructed Side Reach £� 1220 Takes transfer position, removeffransfers. Positions on toilet. Maneuvering Clearance In on Alcove E :18 ria, armrest, sets brakes, Fl , 2 455 ; (b) Minimum tear Width Side Approach for Two Wheelchairs 36 4e 48 Flg, A6 760 FOR REFERENCE 1220 N c (a) (a) (b) Wheelchair Transfer x N O Front Approach, Pull Side FIGURE 308,2,1 `b' ONLY; REFER TO UNOBSTRUCTED FORWARD REACH � � ~ N 7600 )ID546NAN Front Approach, Push Side _ FLORIDA an amount reater than 12 frRestan�in 123 s n" t x 915 w dear width 305 nater than3oe NOTEix < 24 in (610 mm), Foun aim or oder 6 ACCESSIBILITY Fig, 305.7.1 m W Lobbffl X �H 2 y 4 max, Forward Approach `.� 30 min, not to exceed `t m CODE 6th EDITION v J too 605 6 fountain depth (d) W x........ . . .... . .... . ..... n (c) Front Approach, Push Side v� x �' doortprovvided Push SI NG BU I LDI 66 min, o� Fig 3083P closer and latch 2017 FOR o w z cv Plan Elavntlo a ch 00 0 675 Cr1 -- — E ° Obstructed High Sid Rea 42 min, ONS RUCTION _ Fig, 8 (c) freestanding Overhanging Objects N a6 X22 min, ~ x N L i ' N 560 Cf) " TEix 15 In (380 mm3 I s I I (a) ¢ Im Lu J protect shaded Forward or Renr Access Fig, 305,7,2 R o :� ' Cf) i I area from Parallel Approach cross-traffic dd I buitl in' W Fountain or Cooter � ; a° U m o (e) U CD 8 > £ o o, Hinge Approach, Pull Side (f) W Q W Fig. 307.2 x N W N Fig' 27 a Hinge Approach, Push Side Limits of Protruding Objects nETE Drinking Fountains and Water Coolers ° - L �� $ ` 6i X Fig, 307,4 Vertical Clearance °° 6 Id g J 3 a front Ap�r�at n Dllo rs Doors w � an o n Doors " cane hits post or Ayton 227E5 6s min, �� 24 min �. before person hits object v 13)0 FI al m o ff ; 1 6 g 54 min, i W Minimum Passage Width for One Wheelchair . £ 10 max. LLI and One Ambulatory Person 30 6 535 LL d ° (_ Z L 760 l�1(J's ` ¢ In E Z 7 x i predominant direction NOTElxe lag CCeaPGlnCe 0)} 6thm (1�U mm)cdtl nbP / V W i (a) Shelves (g) w E of traffic .......• ••..•..•..•.•... provided as shown, (h) w Z LU max Hinge Approach, Pull Side Latch Approach, Pull Side y�� = Z /, door provided with both ~ ' 13 closer and latch pp z c DRAWN BY: CAS 6 6 Fig. 54 24 min, 24 min, Slide SidQnd Fold ng Doors Doors R o Elevation cane range cane range sa 50 615 Tableware Areas �- 510 ... � .. a 12 max Fig. e cb) �_ ...".. ..". , �� CHECKED BY: CAS aos Walking Perpn dicular to a Wall X 36 min, a. LU Fig, 8 (d) - 915 �o 24 min, z iL Objects Mounted on Posts or Pylons Fig, 8 D ° 610 a w °e Fig, B Protruding Objects Fi 302,2 Fig. 8 (g) Q m ..... Protruding Objects (Continued) Carpet �ile Thickness Gratings w 232: DATE: -�J-� 8 long, dimension i--7� 305 l T " � er indicular to _ 22 minJ' ° e P P " " " " " " ..... ' NOTEif x >15 in (380 mm) then �n additional N (i) - s6o w a 12 max route of travel maneuvering clearance of i2 in (flb mm) shall be �" roved as shown Latch Approach, Pull Side (j) `� aos �N 66 min, p door provided with closer Latch Approach, Push Side zX a. SHEET 24 min. 3 1675 21 max (f) cane range s3s (b) � � 610 Latch Side Approach -Sliding Doors and Folding Doors Id Access Additbnnl Maneuvering Clearances for Alcoves m o Fig, 404,2.4,1 Fig, 404.2.4.2 N Moneuverin Clearances at Doorwayys Without Doors, 'x ; (b) Closets Maneuvering Clearances at Manual Swinging Doors and Gates Sliding oors, Gates, and Foldin Doors w �N g N� this overhang can b Fig, 46 Fig. 4 Fig, 53 Z greater than 12 cso Fig. A4 Minimum Clear Floor Space for Wheelchairs Food Ser wce Lines Fig. a w because no one can Fig. 8 (h) Space Requl ements for Wheelchair p Storage Shelves and Closets N approach the object Cane Technique from this direction Plan Gratlny Orientation Seatin Spaces in Series U) a _ (k) so 6 Latch Approach, Push Side Cn z door provided with closer a. M ° 6'w �0 zom c7wa rnaH- o8a MECHANICAL NOTES 1. ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN DUCTS, & TRANSITIONS AROUND OBSTRUCTIONS SHALL BE PROVIDED AT NO ADDITIONAL COST. MAINTAIN MANUFACTURER'S RECOMMENDED CLEARANCES. LOCATION OF DUCTWORK IS APPROXIMATE. PRIOR TO FABRICATING DUCTWORK, CONTRACTOR SHALL VERIFY ALL DIMENSIONS & CLEARANCES AND REPORT ANY DISCREPANCIES BETWEEN DRAWINGS & ACTUAL FIELD CONDITIONS TO THE ENGINEER. PRIOR TO INSTALLING EQUIPMENT, CONTRACTOR SHALL ENSURE EQUIPMENT CLEARANCES WILL BE MAINTAINED. 2. FABRICATE & INSTALL DUCTWORK IN ACCORDANCE WITH SMACNA DUCT CONSTRUCTION STANDARDS, LATEST EDITION. 3. CONDENSATE DISPOSAL SHALL BE IN ACCORDANCE WITH 2017 FMC INCLUDING ALL LATEST REVISIONS, 4. CONDENSATE PIPING SHALL BE TRAPPED AND SIZED PER MANUFACTURER'S RECOMMENDATIONS. 5. INDOOR & OUTDOOR UNITS SHALL HAVE SINGLE POINT OF CONNECTION. 6. PROVIDE CONICAL TAKE -OFFS FOR ALL ROUND TAPS INTO RECTANGULAR DUCTWORK WITH VOLUME DAMPERS AT EACH TAKE -OFF FOR CFM ADJUSTMENT. 7, COORDINATE DIFFUSER BOXES, SUPPLY, & RETURN GRILLES & OTHER MECHANICAL DEVICES WITH LIGHT FIXTURES, SPRINKLER PIPING & PLUMBING. 8. PROVIDE LOW AMBIENT CONTROLS AS NECESSARY TO ALLOW COOLING AT TEMPERATURES DOWN TO 45°F. 9. HORSEPOWER RATINGS ON MOTORS ARE BASED ON SCHEDULED EQUIPMENT & DESIGN CONDITIONS. ACTUAL FIELD CONDITIONS OR SUBSTITUTIONS FROM SCHEDULED EQUIPMENT MAY REQUIRE DIFFERENT HORSEPOWER. IF LARGER MOTOR SIZES ARE REQUIRED OR CHANGES OCCUR IN VOLTAGES, COORDINATE ELECTRICAL SERVICE TO ENSURE PROPER WIRE SIZES & DEVICES AT NO ADDITIONAL COMPENSATION (DUE TO THESE CHANGES) ASKED FOR OR REQUESTED BY ANOTHER CONTRACTOR OR TRADE. 10.REFRIGERANT LINES FROM CU's TO AHU's SHALL BE SIZED PER MANUFACTURER'S RECOMMENDATIONS. 11. ALL FAN MOTORS SHALL HAVE THERMAL OVERLOAD & CURRENT PROTECTION. 12.PROVIDE SMOKE DETECTORS IN RETURN DUCT FOR ALL AHU's THAT DELIVER 2000 CFM OF SUPPLY AIR OR GREATER FOR UNIT SHUTDOWN. CONTRACTOR SHALL PROVIDE AUDIBLE & VISUAL ALARM IN A CONSTANTLY OCCUPIED LOCATION, ALARM SHALL BE LABELED "DUCT TROUBLE". 11PROVIDE AHU's WITH PROGRAMMABLE THERMOSTATS. 14.PROVIDE UNITS WITH 1" DISPOSABLE FILTER & FILTER HOUSING, TIME DELAY RELAY & LOCKOUT RELAY. 15.PROVIDE UNITS WITH A 5 YEAR WARRANTY FOR COMPRESSORS & ONE YEAR ON OTHER PARTS. 16.ALL DUCTWORK SHALL BE CONSTRUCTED WITH SHEET METAL OR DUCTBOARD PER LATEST SMACNA STANDARDS, & SHALL HAVE A MINIMUM R VALUE OF 6. 17.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 2017 FLORIDA MECHANICAL CODE (INCLUDING ALL LATEST REVISIONS), NFPA 90A, ASHRAE 62-2010, AND ASHRAE 90.1. SPLI SYSTEM COOLING UNIT SCHEDULE INDOOR FAN DATA COOLING CAPACITY 600 165 - 250 CFM - 8"o INDOOR FAN OUTDOOR FAN ELECTRICAL DATA 385 - 470 CFM - 12"0 475 - 700 CFM - 14"o COMP. OUTDOOR BASIS OF DESIGN NOTE: BRANCH RUNOUT SIZE REFLECTS SUPPLY DIFFUSER NECK SIZE UNLESS OTHERWISE NOTED. 06 (N-) Q (RP) (P-) TOTAL 0/A ESP FLA MOTOR EDB EWB AMBIENT TOTAL SEN 31BLE ROOM 102 (OFFICE) MARK SEER RLA (A) FAN FLA (A) MCA MOCP HEATER MCA M VOLTS Hz PHASE 52 ROOM 104 (OFFICE) FLOW (CFM) (W.G.) (A) (HP) (°F) ('F) (°F) (BTU/HR) (BT 1 /HR) N/A 26 ROOM 106 (AHU) (A) (A) (kW) (A) A) (A) 1 ROOM 107 (BREAK) 7.5 2 0.06 (CFM) N/A 19 TOTAL O/A REQUIRED =124 CFM TOTAL= 70 124 O/A PROVIDED THROUGH AHU-1 = 200 CFM Z IS CL J U_ N � W Z 1.2 23 25 2.88 18 30 208 $0 ITRANE 1 TEM4A0B36S31/4TTR4 W J � H AHU-1 W 0.5 77 64 95 32,719 25,�36 (A 14 14.1 1150 120 0.5 2.6 /CU -1 NOTES: UNITS PROVIDED SHALL MEET ALL SCHEDULED VALUES REGARDLESS OF MODEL OR TYPE, U LESS APPROVED BY THE ENGINEER. 1. 2. PROVIDE EACH UNIT WITH A THERMOSTAT MOUNTED @ 48" AFF. 3. PROVIDE ECONOMIZER SYSTEM. SPLIT SYSTEM COOLING UNIT EXISTING INDOOR FAN OUTDOOR FAN ELECTRICAL DATA COOLING CAPACITY INDOOR FAN DATA OUTDOOR IBLE EER COMP. RLA (A) FAN FLA (A) BASIS OF DESIGN MCA MOCP HEATER MCA MOCP VOLTS Hz PHASE MARK TOTAL 0/A ESP FLA MOTOR EDB EWB AMBIENT TOTAL SEN FLOW (CFM) (W.G.) (A) (HP) (°F) ('F) ('F) (BTU/HR) (BT /HR) (A) (A) (kW) (A) (A) (CFM) AHU-2 80 1.3 0.25 80 67 95 24,000 __ __ _ 23 25 5 -" - 208 60 1 TRANS TEM3AOB24S21SAA 800 -- /CU -2 NOTES: UNITS PROVIDED SHALL MEET ALL SCHEDULED VALUES REGARDLESS OF MODEL OR TYPE, U LESS APPROVED BY THE ENGINEER. 1. 2. PROVIDE EACH UNIT WITH A THERMOSTAT MOUNTED @ 48" AFF. MARK A B NOTES: 1. LOUVER FACE. 2. WITH OPTIONAL DAMPER. MARK SERVICE EF -1 TOILET ROOM NOTE: 1. INTERLOCK WITH LIGHT SWITCH. 2. PROVIDE BACKDRAFT DAMPER. AIR DISTRIBUTION DEVICE SCHEDULE DESCRIPTION OUNTING FACE SIZE BASIS OF DESIGN 4 -WAY SUPPLY LA -IN / SURFACE 24"X 24" / 12"X 12" TITUS TMS RETURN ALL / DOOR SEE DRAWING TITUS 355FL NOTES 1,2 1,2 EXHAUST FAN SCHEDULE TOTAL AIR E.S.P.POWER NIT TYPE DRIVE AMPS VOLTS/PH/HZ MANUFACTURER MODEL NUMBER NOTES (CFM) (W.G) (W) 70 0.10 CEILING DIRECT 96 0.8 120/1/60 NUTONE 671R 1,2 LOUVER SCHEDULE TOTAL AIR MOUNTING FACE SIZE MATERIAL MARK DESCRIPTION (CFM) L-1 OUTDOOR AIR INTAKE 200 WA L MOUNTED 13" x 12" ALUMINUM NOTES: 1, COORDINATE FINISH WITH ARCHITECT. 2. PROVIDE INSECT SCREEN. 6"0 UP TO ROOF W/ CAP \\NEF-1 A 100. 00 ROOM 101 ROOM 107 00 50 CU--/-,- �ml 001 L-1 8x6 AHU-1 x B 24x20 A 00 500 100 14x14 ROOM 104 B _ 00 T A �` 10 x /B 00 00 A d- 95 AHU-2 100 -(EX(EX) 8x6 B 14x12 20 N (Di 00 50 FR=OOMl 10x10 12x10 14xl0 10r 00 450 A n ROOM 103 � Kl 150 MECHANICAL PLAN Q SCALE: 1/4"=1'-0" BASIS OF DESIGN GREENHECK EVH-501 NOTES 1,2 ROOM 106 ROOM 105 A 00 BRANCH & FLEX DUCT SCHEDULE 0 - 160 CFM - 600 165 - 250 CFM - 8"o 255 - 380 CFM 10"o 385 - 470 CFM - 12"0 475 - 700 CFM - 14"o 705 -1100 CFM - 16"o NOTE: BRANCH RUNOUT SIZE REFLECTS SUPPLY DIFFUSER NECK SIZE UNLESS OTHERWISE NOTED. OUTDOOR AIR VENTILATION CALCULATION ASHRAE 62.1 2004 VbZ = (Rp)(Pz) + (Ra)(Az) a PEOPLE ZONE AREA ZONE o BREATHING SPACE OUTDOOR POPULATION OUTDOOR AIR RATE FLOOR AREA EXHAUST (E") ZONE Z ~ AIR RATE (P=) ull 06 (N-) Q (RP) (P-) (A.) ROOM 101 (TOILET) 0 0 0 56 70C Mx TOILET 0 ROOM 102 (OFFICE) 5 1 0.06 172 N/A 15 ROOM 103 (OFFICE) 5 3 0.06611 J N/A 52 ROOM 104 (OFFICE) 5 1 0.06 96 N/A 11 ROOM 105 (OFFICE) 5 2 0.06 274 N/A 26 ROOM 106 (AHU) 0 0 0.06 12 N/A 1 ROOM 107 (BREAK) 7.5 2 0.06 69 N/A 19 TOTAL O/A REQUIRED =124 CFM TOTAL= 70 124 O/A PROVIDED THROUGH AHU-1 = 200 CFM Z IS EXISTING ROOF CAP BIRD SCREEN -Ml I\V± /%Cit IAIl: CAAI %A/ITN RAflVn0AFT CEILING INTWE TOILET EXHAUST DETAIL_ NOT TO SCALE DUCT TO ROOF CAP uj W ") M a N N M �p O -J �o 0 w op o 0 zIm O LL w� V OU aW o 2 m Z ~ o U -� ull 06 LL Q J Zu- H W Lu �g ma Pm WZ Z W Vr W WW 2 Ow L aL �a 3LU W o� �Ir �g o y W LLI y U Zo Z a .Is &am aZ0 �LuWa a lnZ W S2° -z �og g y F y gm WU Lu �a a Z_ a CL at,��o nom W wam o8a ❑❑ (j El ❑ Z ❑ W o ry Z oo Lo 0 W o � mZ m zC) CO w aM O cn L-2 a V)U ?0 �o ©Z .. CD C W= Q>oo m _5 0,W 4 'o ca ca r- ON NC 0 L7QOVvo 00 M 0) 0 M IL VJ W ") M 1"1 `J N N M �p O -J �o 0 w op o 0 zIm O LL W_ V OU aW WW 2 m Z ~ o U -� coo I- Z 06 g LL Q J H W J O 2 N FW - Z Z IS CL J U_ N � W Z 2 U W W J � H W (A Z DRAWN BY: AMG CHECKED BY: CMD DATE: 11-05-18 SHEET M-1 PLUMBING FIXTURE SCHEDULE WC -1 - FLOOR MOUNTED TOILET • TANK VORTENS 3489-02-V WHT MEDALIST 1.28GPF 12RGH RH TANK • BOWL - VORTENS 3123-02-V WHT EL ADA VIENNA PLUS BOWL • SINK - BEMIS 1955SSCT WHT EL OF LC SEAT • STOP - BRASSCRAFT OCR19X C 1/2COMPX3/8COMP CP ANG STP LEAD FREE • SUPPLY HOSE - MAINLINE MLB112DLMF 3/8X7/8X12 COMPXBALLCOCK BRAIDED SS TOILET CONN W/ METAL NUTS • ESCUTCHEON - JONES STEPHENS E01050 5/80D CP SHLW ESCTN LAV -1 - WALL MOUNT BATHROOM SINK SINK - KOHLER K-2032-0 WHT VC GREENWICH 203/0181/4 3H WM 4CC LAV BASIN • FAUCET - CHICAGO FAUCETS 420-ABCP PC SGL LVR HDL LAV FCT LEAD FREE GRID DRAIN - MAINLINE ML760 11/4X6 CP 17GA BRASS COMM TAILPIECE W/ OPEN GRID STIR • P—TRAP — DEARBORN BRASS P9704BG 11/2 PVC P TRAP W/ ADPT ESCUTCHEON — SOUIX CHIEF 921-6W 11/2 WHT ESCTN • STOP — BRASSCRAFT OCR19X C 1 /2COMPX3/8COMP CP ANG STP LEAD FREE • SUPPLY HOSE — MAINLINE MLB120AF 3/8X1 /2X20 COMPXFIP BRAIDED SS LAV CONN LEAD FREE • TRAP COVER -MAINLINE ML102EZ WHT LAV -GUARD TRAP &SUPPLY COVER F/ TUBULAR P -TRAP 2 -ANGLE STOP & 2- SUPPLY ADA APPROVED EXISTING 4' SANITARY I LAV -1 ° LAV -1 -1 �. f EWF-1 - VERSATILE BI -LEVEL WATER COOLER • BI -LEVEL WATER FOUNTAIN - ELKAY EZSTL8LC GRY ADA BILVL WTR COOLER • P -TRAP - DEARBORN BRASS P9704BG 11/2 PVC P TRAP W/ ADPT • ESCUTCHEON - SIOUX CHIEF 921-6W 11/2 WHT ESCTN STOP - BRASSCRAFT OCR19X C 1/2COMPX3/8COMP CP ANG STP LEAD FREE • SUPPLY HOSE - MAINLINE MLB120AF 3/8X1 /2X20 COMPXFIP BRAIDED SS LAV CONN LEAD FREE . • coNNECT ro EXisi1NG 4" -.--EXISTING 4' SANITARY KS -1 - TOP MOUNT DOUBLE BOWL SINK • SINK - MAINLINE MLK33223 23GA SS BR FINISH 33X22X6 3H SR DBL BOWL KITCHEN SINK • FAUCET - MAINLINE 111E -CP POL CHROME CENTURION 1.5 GPM 3H DM 8CC SGL METAL LEVER HDL KITCHEN FCT ADA APPROVED LEAD FREE • BASKET STRAINER - MAINLINE ML14 SS LOCKING CUP SNAP IN BSKT STIR ASSY W/ SS BSKT • P -TRAP - DEARBORN BRASS P9121A 11/2X16 CENTER TO CENTER, HI -LINE/ SJ PVC END OUTLET WASTE • P -TRAP - DEARBORN BRASS P9704BG 11/2 PVC P TRAP W/ ADPT • ESCUTCHEON - SIOUX CHIEF 921-6W 11/2 WHT ESCTN • STOP - BRASSCRAFT OCR19X C 1/2COMPX3/8COMP CP ANG STP LEAD FREE • SUPPLY HOSE - MAINLINE MLB120AF 3/8X1 /2X20 COMPXFIP BRAIDED SS LAV CONN LEAD FREE EEMAX-1 -ELECTRIC TANKLESS WATER HEATER • LAV ADVANTAGE - SPEX95T-ML 9.5KW 240V LAV ADVANTAGE HEATER CONNECT TO EXISTING SANT SAN 2" STUDOR VENT KS -1 EWF-1 NEW r SUPPLY UNE CONNECT TO EXISTING WATER LINE PLUMBING PLAN - SCALE 1/4 1$ = 1'-0" i PLUMBING DESIGN &INSTALLATION BY: AMERICAN PLUMBING CONTRACTORS 5720 ARLINGTON ROAD JACKSONVILLE, FLORIDA 32211 904.745.1693 CFC056488 DRAWING P-1 - 10/10/18 R&P TECHNOLOGIES INTERIOR BUILDOUT 800 MAYPORT ROAD, #2 ATLANTIC BEACH, FLORIDA No LJ ?R�✓a CX,Srlw wogk 00, A -'i, 000 11q 0.10 M MR VE/MM =+MR 0 Aga � e LIP 67::: ,IQwkm WAM �/ /a7 to i Ll vow awd I CONDEN9N6 uwTa q -S gGi A ' (ace- Amitit FE oro Afemt C46 R- �yp-�•c /03 POWER LEGEND DUPLEX RECEPTACLE (GFI WHERE NOTED) A EMPTY J -BOX WITH CONDUIT AND PULL STRING LM DISCONNECT / POWER FOR HVAC EQUIPMENT EXISTING DUPLEX RECEPTACLE EXISTING QUAD RECEPTACLE PANEL A RELOCATED EXISTING ELECTRICAL PANEL LIGHTING SCHEDULE 2X4 LAY IN FIXTURE — 31*NIP 7--m u v. /orr�scaa?' ® LAY IN FIXT URE,, T r u Q1X4 SURFACE-I0p /oXTURE ® Z T P U�a�Scw�3 Z ►� , EXIT / EMERGENCY COMBO LIGHT L`eO 48b EMERGENCY LIGHT tea $3 NEW LIGHT SWITCH, (3 = 3 WAY) © EXISTING FIXTURE TO REMAIN ,4-ro O EXISTING FIXTURE TO REMAIN 0 0 EXISTING FIXTURE TO REMOVE 4_)o✓,o $ EXISTING LIGHT SWITCH mu Ir 10 r a �Now `' .•,j;• •� :::. ..' ;� �� CEILING" �' �io� �}-/o nFq.ioD G 8' DRYWALL IHI A 9 • .....•.... NEW ACT E STING 9' DRYWALL CEILING: COLING \ • j• r... I 6- Al A- i0 ®ri � .4-4 A•-1 z /os _3 41e7K /Er4 e �( � Z.o qt4,j0/jd /z.;� / vo do/T CKT Description CKT Description 1 xo A1062 )*ezo 41N 6 FZ' Sb 2 4 Rte, /0 3-,feCc%74S 0 /oy/1a,/ar o 3d 3 zo Z&w1o3- Al- efer& /Ze&wts 6.�0 5 zo 4-olmr- fK. 4 eer,075 061 6 zo /.;,m/a,7--Mi"oways / 7e 1T.+fbT A; 6,v ,6/ grl 8 ?, .,,/07- fegifif afa, At •S 9 0 f -Nsm #or ffaon /o / 10 Zd /a/ n, 7, /v1 >03 - L%�,' A 11 zo S P, rit 12 go lk, /os-Jo(o--,G,-`P .13 oN re,� $W/ tr� .0 14 AW f 6�%rfi .o 15 0` oa�de�vi'C� '�/ fx o ^ey 'OZ o ' 16 Hu Or f x/r�/'N ; Tr 17 18 yS ,00 tiSe2 4fv!7 A'Z um 21 to S 140. e 22 p S Ave, 23 to S mi e., 24 wS aa.P� 25 r-Mory space 26 rr !yxpoeo � 27 c.s. 28 .! 29 c.s 30 e, j CO 31 - .3 32 MCa V 33 E•S 34 E.S 35 �,s 36 37 �•S g6movE - )C /S J'IMC. FAN�G 4 -4n-,.b RelCR TE 38 ,s m 39 Gj.S t?000" -0/a?- behiVb o10orL . eXd'T/Nb !11411 ebviritr,/ %loom /07 e 12,PMo-t/ld 40 C•S Electric Riser Rai► &I �7-�6 :� Ex lrtin�9• Z„ C, �� 3� �� dibpoW� X107 �1STiN,o'r' /J ig: AI Seo VAC 7 SP//c C1CiST/NQ f, E1':S”—" {ZEoitoil� hfP 2wo/#- /71/ /dq XtT e,*a .� Tap g`x ��{ �y�w�sl t JOB NO: DRAWN: CHECKED: PJ/EG SCALE: AS NOTED N N 75 51�� 07 DRAWING NO. Lopr> CAl e" /ter r�n.,� L%�h/i•r/G 23-00114 X /ZS'D/a 1 ,eCepr4e,1,eS '/7&0 VAV /vim l = y 7Couy/a ZNSr/s A i 9J'00 VA & 45- a/ = 61 /'7s'v�+ Ln M M I-ie,� T s'oo vV - 100 0 0 ✓t4. 0v ✓ (A N ?-vtr3G kVA o vo // y J um V Q � rL 1— ;op. CO p. MCa V g6movE - )C /S J'IMC. FAN�G 4 -4n-,.b RelCR TE m t?000" -0/a?- behiVb o10orL . eXd'T/Nb !11411 ebviritr,/ %loom /07 e 12,PMo-t/ld 00 E1eMNP e.'xiSfi4/S'geo eeo0e Z .74V Nr� I©/tNC 6f oCA r'%�/. ge, %-,qA D /I1/Sr,4 �! aT/O/✓,f7�t D/�/ �' -sT1n/ SclB L'�eeoe2 CA �lirn j^/ /Z /O 7 AAJC A. o,✓dam fivSna lv int a Sf Z e C 2e locAA- *// 2ea-CoD {�2ANG`! Li rICL Ii �S fxi�i / /� Gi/c'C/ITS Tv� �Pit�4Na% .Z"no/-1)6V,,WnaA11 iAl .40Mr /b/ JOZJ/v /oy/O� �; �,� nC •orvS /IN wi OWN /Ivor` L06/o� �o he fe 1/yo m T,a�G C i9,,„, /S4w Ae/v7. rv' wt R.r✓ho f4"�. 4 Electric Riser Rai► &I �7-�6 :� Ex lrtin�9• Z„ C, �� 3� �� dibpoW� X107 �1STiN,o'r' /J ig: AI Seo VAC 7 SP//c C1CiST/NQ f, E1':S”—" {ZEoitoil� hfP 2wo/#- /71/ /dq XtT e,*a .� Tap g`x ��{ �y�w�sl t JOB NO: DRAWN: CHECKED: PJ/EG SCALE: AS NOTED N N 75 51�� 07 DRAWING NO. g� a� o _ W - 16-18 17-19 aBraille Pictogram -4as 405-455 � 12 min, 36 mi 12 min, 30 39 6 915 O ' back wall N UCID F_ � y m 60 min, o1525 t " TUPuw L UNG (a) wheelchair(b) ambulatory L a o accessible water closet accessbe water closetRItJA 8 J a a L f� WWALL HUNG °a Fig. 604.2 fig, 604,2 L 4 L 4' u N r 1,DM 61 V Q x.c. SCRL�ENWATER CLOSET LOCATION WATER CLOSET LOCATION _ -c k r R o, v a N will wall. control seat I� /ren L4'n x. o o E: Q) 24 7 7 24 t -C u DP %U " 3 mi ° L 0 o �ri�, 703,7,21 60 min,--------------- �� 815 ° a International ymbol of Accessibility s 4 a 525 — U ° ............. clear �, .' 13 1/2' min, 13 1/2' min. o floor ru s ° s + [ L01 E space -i-' X i 30 i 345 345 N a-1111, ICU{' + ¢ + + (a) Fig. 3043,2 i a �* a° E N s v 60-in (1525-mm)-Dlameter Space T-Shaped Turning Space " 03 oos El F-1 �j ❑❑ 17" max. 60smi L o vL- if _0) � 5 430 Fig, b04.8.12 Fig. 604,3,1 Fig. 6043 Dis �a Conditions Fig, 3 paw ❑ Z Ca> (b) Wheelchair Accessible Toilet Compartment Doors Size of Clearance at Water Closets Clear Floor Space at Water Closets Internatlond Syymbol of Accessibility Signage Height Wheelchair Turning Space 1---------------� wall hung type stall type Fig, 703,4,1 m Fig. 605.2 36 min, Height and Depth of Urinals 915 54 min, Height of Tactile characters above Finish Floor or Ground eye level 10 7 7 10 48 � M 37° andte 24 min. 12 min, 12 MAX 42 min, desk arm Izeo partition pnrtltlon 61D 305 305 1°65 30 2 W ch lobs armrest Notel inside finished dimensions measured at the center points '^ W In of opposing sides v, N 6 min, ° __� n a N . . seat Fig. A3 (a) Fig. 6081 6 min CONTROLS p �j W co N co N N O 0 150 15D I TRANSFER SIDE D? o c") m ■ R . ■ t m �� o �� mo 196s TRANSFER TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE W V O O NNN vo 7 n, 57 O N m m C'7 07 N < ClJ V' .+ 18 L` N Z 0 — — — — Rear Wall Side Wall 7-g accessible path of travel W Q ad M 45 back o s 180-230 103,7,2,2 65 min, £ o Fig. 604.52 Fig. 604.5.1 Fig. 604.7 � wall REAR WALL GRAB BAR WATER CLOSETS SIDE WALL GRAB BAR WATER CLOSETS DISPENSER OUTLET LOCATION Intern not TDD Symbol 48 _ '^ Ca) Cb) Cc) " 00 4e EN VJ �t OZ 604.6 -CONTROLS SHALL BE M%RINTED ' elevation plan ON THE OPEN SIDE OF THE WATER �� o� elevation CLOSET EXCEPT IN AMBULAT�2Y ACCESSIBLE a children COMPARTMENTS COMPLYING WITH 604.8.2COT_ Om0 � � C °�`r � > adult o Fig, 604,81,4 ..... , Q .� O O O Wheelchair Accessible Tollet Compartment Toe Clearance ' 22o seat control © C l0) N U J NOTEI Footrest may extend further for tall people Fig. A2 wall -r O q q 'a co cc 42 MTN 6D min,F60 min 60 min, Space Needed for Smooth U-turn in a wheelchair watt 0 N e/) N N 17 min Fig, 3053 a L.I. O V d G00 .0 ND Q M LL LL 430 30 43�O 9 6 ae ae g s Dimensions of Adult-Sized Wheelchairs 0 clear... J ^ ff 45 LJ _ Rig, 703,723 Minimum Clearances for Seating and Tables fig, 608,3.1 1 E space O Ig. 103.7,2.4 GRAB BARS FOR TRANSFER TYPE SHOWERS E International Symb�l of Access for Hearing Loss Volume Telephone Control 5 Sax 15 min 8 5 min 81 min, \ x ..... E r a o o International Symbols 815 19 max, o N cu ❑ — — — ----� / 485 48 min, 2 min, Fig. 602,5 6 max, toe 6041816" 150 clearance 15 Drinking Spout Location side (control) knee 8 min, wall 15 max M Cb) Clear Floor Space Lavatories clearance2 5 l7 nen depth (a) 430 4 adult wall hung adult floor mounted water closet Fig, 604.81.6 Fig, 31 17-19 ■ N and childern's water closet Wheelchair Accessible Toilet Compartment Lavatory Clearance as°-ass water closet N In New Construction � N .............. Detail Hinged Door Fig. 604.8.11 M 32 min, 31 min. j/ Size of Wheelchair Accessible Toilet Compartment a e Sts els 0Q Q o ,� Q Siz I o o 03 IN wN oaf � C . O om� 0 0 N o 3760 1 0 N Sliding)Door 48 I _ LL 455-760 4ss Forward 32 In. R' '0 815 O 3 min 8 min 102 Sax, 30 ... 760 6 max, Fig608,5,1 Q Q 95 205 0 o I e equipment permitted In shaded area (a) (c) (e) TRANSFER TYPE SHOWER COMPARTMENT CONTROL LOCATION O I 3107 � 602 Clear Floor Space Parallel Approach Maximum Doorway Depth Folding Door o Fig, 403,5,1 0 Spou Height and E E Knee Clearance Fig, 404.2.3 N Mini n Cl Bible Route Clear Width of Doorways 22.23 W O (� 585 of Fig. 308 ti Z CO 1220 — 4 48 4820 in Side Reach o Z 12 r n, Q 1 2 3 48 in eeo (a) I � 17-19 _ ]eeo transfer osltion, swir� oves armrest, transfers Moves wheelchslr out of th4ositions on toilet, releases N Takes p { Parallel a3o-as 10 max, 30 footrest out of the way, se s woo, changes Poston ivomebrake, 255 m FIGURE 308.21 brakes, people fold chair or pivot It I 60 90' to the tdlet). ,"�'••�• UNOBSTRUCTED FORWARD REACH (a) Fig. 305.5 �� _ — seat seat seat £� >20-25 max 06 Diagonal Approach 20 max Position of Clear Floor or Ground Space wall wall wall Sl0 510-635 ° .. M 315_ 106 2 U4' max entrCD comy Fig. 404,2,6 (a) Cb) Cb) X I (b) o Doors in Series and Gates in Series y X i size distance from wall L-shaped E N Clear Floor Space M °, N " Fig. 610.32 Fig. 610.3 Z 60 min, � L-SHAPED SHOWER SEAT EXTENT OF SEAT 1 P 3 ls2s Fi 3063 . 4 S 30 min, Unobstruc ed a Reach E 1220 Takes transfer positlon, remove3ransfers, Positions on toilet, Maneuvering Clearance In on Alcove �b0 I `DJ £ v armrest, sets brakes. Fig, 2 :18 511r� (b) Minimum Clear Width 456 Side Approach for Twp Wheelchairs a6 48 48 760 FOR REFERENCE 1220 22o fig. A6 N C {a) Ca) (b) Wheelchair Transfer -F O Front Approach, Pull Side ��llllll FIGURE 3082,1 X �N `b) ONLY; REFER TO UNOBSTRUCTED FORWARD REACH 0 NO 24 NPI ^ 60 61 Front Approach, Push Side _ FLORIDA clear width an amount renter than le st ing 306 915 Bos reater than 12 E 12 may dd �N — NOTEIx < 24 in (610 mm). founaeln ornCoiter x " ACCESSIBILITY o °° W 306 Fig, 305.71 Z Lobby 4 max, Forward Approach 30 min. E \ II 100 60 760 not to exceed M m ��llUll CODE 6th EDITION —_' LID 1525 fountain depth (d) W x (C) Front Approach, Push Side Front Approach, Push Side a x �' door provided with both 0 ti 66 min, o Fig. 3083.2 closer and latch 2017 F OR BUILDING o N w ro Plan Elevatlo — _ Z £ 0 1675 M. n Fig. 8 (c) freestanding Overhanging Objects E ° Obstructed High Side Reach �-----� 4s2 �min, ONS RUCTION 0 oM N l F m N i io ... `� " 560 O s m N TEIx 15 in ' (d80 mm,) Z > i I s e (Q) m W protect shaded Forwo d or Rear Access _ area from Fig, 305,1,2 ...... E� R o i 1 cross-traffic Parallel Approach dd) ~ W r bullt-en Fountain or Cooler U W o E a °a m Hinge Approach, Putt Side (f) �N Q W Fig, 3072 v E x N W N Fig, 27 Limits of Protruding Objects DETE co -' Drinking Fountains and Water Coolers a Hinge Approach, Push Side Q xs Fig 307.4 Vertical Clearance �� E �* A n)- tidin g ---�r " E o a £ N a Front an�rnr' Door Doors y E u Co" min, �� min. N cane hits post or PYton m 6 v :2 65 v ~ :? 6 54 min� W W �. before person hits object Minimum Passa Fig al e Width for One Wheelchair "'' 10 max, 370 and Ore Ambulatory Person 30 6 ; U _ . v M 535 0 O _ 76° 160 � ~ x NOTEIx >24 I (610 mm) the add'tl n l E LU Z fA Z X predominant direction ° F / p - maneuvering c�earance o 6 w �lmsy> s�ia�l �e £ of traffic provided as shown. (a) Shelves (g) (h) w a / m Hinge Approach, Putt Side Latch Approach, Pull Side p° R a 112 max ) I3 /, door provided with both z ° DRAWN BY: CAS "5. closer and latch 4 min, 24 min, 9 0 cane / e Fig, 54 Slide Side A proach -Sliding Doors Tableware Areas p Z Elevation cane range an Foldin DOOrS I12 max Fid. B (b) g 0. ..... �- �— 610 3 �, Walking Perpendicular to a Wall CHECKED BY: CAS It Fig, 8 (d) ; 3 x — - 96 min, £ o 24 min, 8 Objects Mounted on Posts or Pylons Fig, 8 � • 610 a W '� Fig. B Protruding Objects Fi . 302.2 Fig. 8 (g) M n Objects (Continued) Carpet �Ite Thickness Gratings f w DATE: 11-05-18 Protruding j long dimension I 128m----`1 30 1 a ; "' o :22 min, •a ° 'LU' perpendicular to • • • . • • • . • • . • • • ••' ' • • . • • • • . • • • .. ' NOTEaf x >15 in (380 mm) then additional E N Ci) : ° a 12 max route of travel maneuvering clearance of �2 in (3 mm) shall be 305 66 min, provided as shown, X ~ d or provided ded with closer pp a 560 SHEET �c Latch A roach, Push Side = a I ca �a cn 1675 E 21 max 24 min, a n 3 cane range 535 610 Latch Side Approach - Sliding Doors and Folding Doors ° (b) Additional Moneuvering( Clearances for Alcoves M m =a Side Access Fig. 4042,41 Fig. 404.242 E Maneuverin Clearances at Doorways Without Doors, x o (b) Closets Maneuvering Clearances at Manual Swinging Doors and Gates Sliding 'Doors, Gates, and Foldin Doors w 3 9 this overhang can b Fig, 46 Fig. 4 Fig. 53 Z greater than 12 (30 Fig. A4 Minimum Clear Floor Space for Wheelchair,. Food Service Lines Fig. a w because no one can Fig, 8 (h) Space Reg1 trements for Wheelchair p Storage Shelves and Closets (L _ approach the object Cane Technique Gratin Orientation from this direction Plan g Seatl�g Spaces In Series 1 �(` Latch Approach, Push Side °' o 50 so door provided with closer w o '65w Iros i°m 0 LU 22 obs MECHANICAL NOTES 1. ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN DUCTS, & TRANSITIONS AROUND OBSTRUCTIONS SHALL BE PROVIDED AT NO ADDITIONAL COST. MAINTAIN MANUFACTURER'S RECOMMENDED CLEARANCES, LOCATION OF DUCTWORK IS APPROXIMATE. PRIOR TO FABRICATING DUCTWORK, CONTRACTOR SHALL VERIFY ALL DIMENSIONS & CLEARANCES AND REPORT ANY DISCREPANCIES BETWEEN DRAWINGS & ACTUAL FIELD CONDITIONS TO THE ENGINEER. PRIOR TO INSTALLING EQUIPMENT, CONTRACTOR SHALL ENSURE EQUIPMENT CLEARANCES WILL BE MAINTAINED. 2. FABRICATE & INSTALL DUCTWORK IN ACCORDANCE WITH SMACNA DUCT CONSTRUCTION STANDARDS, LATEST EDITION. 3. CONDENSATE DISPOSAL SHALL BE IN ACCORDANCE WITH 2017 FMC INCLUDING ALL LATEST REVISIONS. 4. CONDENSATE PIPING SHALL BE TRAPPED AND SIZED PER MANUFACTURER'S RECOMMENDATIONS. 5. INDOOR & OUTDOOR UNITS SHALL HAVE SINGLE POINT OF CONNECTION. 6. PROVIDE CONICAL TAKE -OFFS FOR ALL ROUND TAPS INTO RECTANGULAR DUCTWORK WITH VOLUME DAMPERS AT EACH TAKE -OFF FOR CFM ADJUSTMENT. 7. COORDINATE DIFFUSER BOXES, SUPPLY, & RETURN GRILLES & OTHER MECHANICAL DEVICES WITH LIGHT FIXTURES, SPRINKLER PIPING & PLUMBING. 8. PROVIDE LOW AMBIENT CONTROLS AS NECESSARY TO ALLOW COOLING AT TEMPERATURES DOWN TO 45°F. 9. HORSEPOWER RATINGS ON MOTORS ARE BASED ON SCHEDULED EQUIPMENT & DESIGN CONDITIONS. ACTUAL FIELD CONDITIONS OR SUBSTITUTIONS FROM SCHEDULED EQUIPMENT MAY REQUIRE DIFFERENT HORSEPOWER. IF LARGER MOTOR SIZES ARE REQUIRED OR CHANGES OCCUR IN VOLTAGES, COORDINATE ELECTRICAL SERVICE TO ENSURE PROPER WIRE SIZES & DEVICES AT NO ADDITIONAL COMPENSATION (DUE TO THESE CHANGES) ASKED FOR OR REQUESTED BY ANOTHER CONTRACTOR OR TRADE. 10.REFRIGERANT LINES FROM CU's TO AHU's SHALL BE SIZED PER MANUFACTURER'S RECOMMENDATIONS. 11. ALL FAN MOTORS SHALL HAVE THERMAL OVERLOAD & CURRENT PROTECTION. 12.PROVIDE SMOKE DETECTORS IN RETURN DUCT FOR ALL AHU's THAT DELIVER 2000 CFM OF SUPPLY AIR OR GREATER FOR UNIT SHUTDOWN. CONTRACTOR SHALL PROVIDE AUDIBLE & VISUAL ALARM IN A CONSTANTLY OCCUPIED LOCATION. ALARM SHALL BE LABELED "DUCT TROUBLE". 13.PROVIDE AHU's WITH PROGRAMMABLE THERMOSTATS. 14.PROVIDE UNITS WITH 1" DISPOSABLE FILTER & FILTER HOUSING, TIME DELAY RELAY & LOCKOUT RELAY. 15.PROVIDE UNITS WITH A 5 YEAR WARRANTY FOR COMPRESSORS & ONE YEAR ON OTHER PARTS. 16.ALL DUCTWORK SHALL BE CONSTRUCTED WITH SHEET METAL OR DUCTBOARD PER LATEST SMACNA STANDARDS, & SHALL HAVE A MINIMUM R VALUE OF 6. 17.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 2017 FLORIDA MECHANICAL CODE (INCLUDING ALL LATEST REVISIONS), NFPA 90A, ASHRAE 62-2010, AND ASHRAE 90.1. 6"0 UP TO ROOF W/ CAP EF -1 FR70 A 50 AHU-2 (EX) SPLIT SYSTEM COOLING UNIT INDOOR FAN DATA COOLING CAPACITY INDOOR FAN OUTDOOR FAN ELECTRICAL DATA COMP. OUTDOOR MARK SEER RLA FAN FLA BASIS OF DESIGN TOTAL 0/A ESP FLA MOTOR EDB EWB AMBIENT TOTAL ENSIBLE (A) (A) MCA MOCP HEATER MCA MOCP VOLTS Hz PHASE FLOW (CFM) (W.G.) (A) (HP) ("F) ('F) ('F) (BTU/HR) BTU/HR) (A) (A) (kw) (A) (A) (CFM) AHU-1 TRANE A U-1 1150 120 0.5 2.6 0.5 77 64 95 32,719 25,636 14 14.1 1.2 23 25 2.88 18 30 208 60 1 TEM4AOB36S31/4TTR4 NOTES: 1. UNITS PROVIDED SHALL MEET ALL SCHEDULED VALUES REGARDLESS OF MODEL OR TY UNLESS UNLESS APPROVED BY THE ENGINEER. 2. PROVIDE EACH UNIT WITH A THERMOSTAT MOUNTED @ 48" AFF. 3. PROVIDE ECONOMIZER SYSTEM. EXISTIN SPLIT SYSTEM COOLING UNIT CFM 6110 165 - 250 CFM - 8"o 255 - 380 CFM - INDOOR FAN DATA COOLING CAPACITY CFM - 12"o 475 - 700 CFM - INDOOR FAN OUTDOOR FAN ELECTRICAL DATA 16"o NOTE: BRANCH RUNOUT SIZE REFLECTS SUPPLY DIFFUSER NECK SIZE UNLESS OTHERWISE NOTED. Q (V-) COMP. OUTDOOR (P-) (A.) N ROOM 101 (TOILET) 0 0 0 56 70 CFM x TOILET 0 ROOM 102 (OFFICE) 5 1 0.06 172 N/A 15 ROOM 103 (OFFICE) FAN 3 0.06 611 N/A 52 ROOM 104 (OFFICE) E 1 0.06 BASIS OF DESIGN MARK TOTAL 0/A ESP FLA MOTOR EDB EWB AMBIENT TOTAL I SENSIBLE 0 EER RLA (A) FLA (A) 1 MCA MOCP HEATER MCA MOCP VOLTS Hz PHASE TOTAL= 70 FLOW (CFM) (W.G.) (A) (HP) (°F) (°F) (°F) (BTU/HR) BTU/HR) Z (A) (A) (kW) (A) (A) U W (CFM) J � W � Z _ -- 23 25 5 -- -- 208 60 1 TRANE TEM3A0B24S21SAA AHU-2 800 80 -- 1.3 0.25 80 67 95 24,000 - _ __ /CU -2 NOTES: 1. UNITS PROVIDED SHALL MEET ALL SCHEDULED VALUES REGARDLESS OF MODEL OR TYP, UNLESS APPROVED BY THE ENGINEER. 2. PROVIDE EACH UNIT WITH A THERMOSTAT MOUNTED @ 48" AFF. B 500 � 14x14 MARK A B NOTES: 1. LOUVER FACE. 2. WITH OPTIONAL DAMPER. MARK SERVICE EF -1 TOILET ROOM NOTE: 1, INTERLOCK WITH LIGHT SWITCH. 2. PROVIDE BACKDRAFT DAMPER. AIR DISTRIBUTION DEVICE SCHEDULE DESCRIPTION MOUNTING FACE SIZE BASIS OF DESIGN 4 -WAY SUPPLY AY -IN / SURFACE 24"X 24"/ 12"X 12" TITUS TMS RETURN WALL / DOOR SEE DRAWING TITUS 355FL MARK DESCRIPTION L-1 OUTDOOR AIR INTAKE NOTES: 1. COORDINATE FINISH WITH ARCHITECT. 2, PROVIDE INSECT SCREEN. MECHANICAL PLAN SCALE: 1/4"= V-0" A 00 ROOM 103 TOTAL AIR E.S.P. (CFM) (W.G) 70 0.10 TOTAL AIR (CFM) 200 NOTES 1,2 1,2 HAUST FAN SCHEDULE UNIT TYPE DRIVE P SER AMPS VOLTS/PH/HZ MANUFACTURER MODEL NUMBER NOTES CEILING DIRECT 96 0.8 120/1/60 NUTONE 671R 1,2 LOUVER SCHEDULE MOUNTING FACE SIZE MATERIAL kLL MOUNTED 13"x 12" ALUMINUM ff 24x20 ROOM 104 A 95 .- 100 8x6 01 14x10 1 O� A B 00 450 Kr4l4xl2 BASIS OF DESIGN GREENHECK EVH-501 NOTES 1,2 ROOM 106 ROOM 105 00 00 BRANCH & FLEX DUCT SCHEDULE 0 - 160 CFM 6110 165 - 250 CFM - 8"o 255 - 380 CFM - 10"o 385 - 470 CFM - 12"o 475 - 700 CFM - 14"0 705 -1100 CFM - 16"o NOTE: BRANCH RUNOUT SIZE REFLECTS SUPPLY DIFFUSER NECK SIZE UNLESS OTHERWISE NOTED. OUTDOOR AIR VENTILATION CALCULATION ASHRAE 62.1 2004 Vbz = (Rp)(PZ) + (Ra)(Az) i1 v PEOPLE ZONE AREA ZONE 0w 0 BREATHING SPACE OUTDOOR POPULATION OUTDOOR AIR RATE FLOOR AREA EXHAUST (E") ZONE Z ~ AIR RATE ' (P=) Z g 06 Q (V-) (Rp) (P-) (A.) N ROOM 101 (TOILET) 0 0 0 56 70 CFM x TOILET 0 ROOM 102 (OFFICE) 5 1 0.06 172 N/A 15 ROOM 103 (OFFICE) [E5 3 0.06 611 N/A 52 ROOM 104 (OFFICE) E 1 0.06 96 N/A 11 ROOM 105 (OFFICE) 5 2 0.06 274 N/A 26 ROOM 106 (AHU) 0 0 0.06 12 N/A 1 ROOM 107 (BREAK) 7.5 2 0.06 69 N/A 19 TOTAL O/A REQUIRED =124 CFM TOTAL= 70 124 O/A PROVIDED THROUGH AHU-1 = 200 CFM EXISTING ROOF CAP BIRD SCREEN CEILING CEILING FAN WITH BAC CEILING INTAKE TOILET EXHAUST DETAIL NOT TO SCALE DUCT TO ROOF CAP ma �Lu y wz �' 5 z w w co at 3� w -0 0 w�i MIN F z z8 Z' 8ytz �Lu� a.zz 0016 aWF �Sis �zg to �a N�a W0 0 L m yW� o W m §0 W a 04 Lu o O LLI\``r a Lu LL . U El El d El 1:1 ❑ Z ❑ W rn N W p O L.L.. � W 0 � o 2Z ms zC) ca g aD g w Q" F O U) a f/1U ? 0 o um 2z W (n M4-..+ V N Mm co 0),p C o �(DCA Ca N W = Q> 0 0 mon E cci� NUS ,n o et v. -0 coca �/ r- WN N NOQ 128aC) 00 �al_oo_- M -) aA aA LL LL V, W M M i1 v N N M t -o 00 o.j 6o 0w 0 :)Z OU 0_ U oU aW W W 2 m Z ~ U ado 1- -� Z g 06 Q J N W ciS J 2 C W 0 Z Z o a J U N ; W Z 2 U W W J � W � Z DRAWN BY: AMG CHECKED BY: CMD DATE: 11-05-18 SHEET M-1 PLUMBING FIXTURE SCHEDULE WC -1 - FLOOR MOUNTED TOILET TANK VORTENS 3489-02-V WHT MEDALIST 1.28GPF 12RGH RH TANK • BOWL - VORTENS 3123-02-V WHT EL ADA VIENNA PLUS BOWL • SINK - BEMIS 1955SSCT WHT EL OF LC SEAT • STOP - BRASSCRAFT OCR19X C 1/2COMPX3/8COMP CP ANG STP LEAD FREE • SUPPLY HOSE - MAINLINE MLB112DLMF 3/8X7/8X12 COMPXBALLCOCK BRAIDED SS TOILET CONN W/ METAL NUTS • ESCUTCHEON - JONES STEPHENS E01050 5/80D CP SHLW ESCTN LAV -1 -WALL MOUNT BATHROOM SINK • SINK - KOHLER K-2032-0 WHT VC GREENWICH 203/4X181 /4 3H WM 4CC LAV BASIN FAUCET - CHICAGO FAUCETS 420-ABCP PC SGL LVR HDL LAV FCT LEAD FREE • GRID DRAIN - ` MAINLINE ML760 11/4X6 CP 17GA BRASS COMM TAILPIECE W/ OPEN GRID STR • P -TRAP - DEARBORN BRASS P9704BG 11/2 PVC P TRAP W/ ADPT • ESCUTCHEON - SOUIX CHIEF 921-6W 11/2 WHT ESCTN • STOP - BRASSCRAFT OCR19X C 1/2COMPX3/8COMP CP ANG STP LEAD FREE • SUPPLY HOSE - MAINLINE MLB120AF 3/8X1 /2X20 COMPXFIP BRAIDED SS LAV CONN LEAD FREE • TRAP COVER - MAINLINE ML102EZ WHT LAV -GUARD TRAP & SUPPLY COVER F/ TUBULAR P -TRAP 2 -ANGLE STOP & 2- SUPPLY ADA APPROVED EWF-1 -VERSATILE BI -LEVEL WATER COOLER • BI -LEVEL WATER FOUNTAIN - ELKAY EZSTL8LC GRY ADA BILVL WTR COOLER • P -TRAP - DEARBORN BRASS P9704BG 11/2 PVC P TRAP W/ ADPT • ESCUTCHEON - SIOUX CHIEF 921-6W 11/2 WHT ESCTN • STOP - BRASSCRAFT OCR19X C 1/2COMPX3/8COMP CP ANG STP LEAD FREE • SUPPLY HOSE - MAINLINE MLB120AF 3/8X1 /2X20 COMPXFIP BRAIDED SS LAV CONN LEAD FREE KS -1 -TOP MOUNT. DOUBLE BOWL SINK • SINK -MAINLINE MLK33223 23GA SS BR FINISH 33X22X6 3H SR DBL BOWL KITCHEN SINK. • FAUCET MAINLINE 111E -CP POL CHROME CENTURION 1.5 GPM 3H DM 8CC SGL METAL LEVER HDL KITCHEN FCT ADA APPROVED LEAD FREE • BASKET STRAINER -MAINLINE ML14 SS LOCKING CUP SNAP IN BSKT STR ASSY W/ SS BSKT • P -TRAP - DEARBORN BRASS P9121 A 11/2X16 CENTER TO CENTER, HI -LINE/ SJ PVC END OUTLET WASTE P -TRAP - DEARBORN BRASS P9704BG 11/2 PVC P TRAP W/ ADPT • ESCUTCHEON - SIOUX CHIEF 921-6W 11/2 WHT ESCTN • STOP - BRASSCRAFT OCR19X C 1 /2COMPX3/8COMP CP ANG STP LEAD FREE • SUPPLY HOSE - MAINLINE MLB120AF 3/8X1 /2X20 COMPXFIP BRAIDED SS LAV CONN LEAD FREE EEMAX-1 - ELECTRIC TANKLESS WATER HEATER • LAV ADVANTAGE - SPEX95T-ML 9.5KW 240V LAV ADVANTAGE HEATER CONNECT TO EXISTING SANI SAN 2" STUDOR VENT 4' SANITARY LAV -1 EEMAX-1 1 TO EXISTING 4" 4" SANITARY KS -1 EWF-1 NEW I" SUPPLY LINE CONNECT TO EXISTING WATER LINE PLUMBING PLAN - SCALE 1/4 11 = 1'-0" PLUMBING DESIGN & INSTALLATION BY: AMERICAN PLUMBING CONTRACTORS 5720 ARLINGTON ROAD JACKSONVILLE, FLORIDA 32211 904.745.1693 CFC056488 DRAWING P-1 - 10/10/18 R&P TECHNOLOGIES INTERIOR BUILDOUT 800 MAYPORT ROAD, #2 ATLANTIC BEACH, FLORIDA A/LJ �Nogk Cx•ST/N9 ILI 1�) ;oto A",lc&T U) 11q e, -6 rAls OR MR SAVE/CM c�araR 0 Aga a.4-8 am HUM Gn /a7 A- A. 119 110 / r A - L„Q.0 {►�w CON c A- oasnRG SA � . j UMT AIt FE ilccl 3A/C A �;y��a� G)a►o U� t/v _ L a (3 Yz'e MrtaL C46 ® R• q-� 'yp%urC /03 /:4 POWER LEGEND DUPLEX RECEPTACLE (GFI WHERE NOTED) A EMPTY J—BOX WITH CONDUIT AND PULL STRING LM DISCONNECT / POWER FOR HVAC EQUIPMENT QD EXISTING DUPLEX RECEPTACLE EXISTING QUAD RECEPTACLE Paha. a RELOCATED EXISTING ELECTRICAL PANEL —LF -1 LIGHTING SCHEDULE 2X4 LAY IN FIXTuRE�`./au�sc7' ' 3 /"/v 7"t' ® 2X2 LAY I TN FIu REV, �/a y►' ?z w 10 SURFACE O�NT p. 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