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HomeMy WebLinkAboutWORD OF FAITH & PRAISE MINISTRIES PLANSCONSTRUCTION NOTES: 1. Unless specifically noted otherwise, all work shown on these drawings shall be performed by the General Contractor, who shall coordinate the work of all Sub -Trades, including work by Contractors employed by the owner. 2. The General Contractor shall in all respects comply with the Regulations of the Building Management, It shall be his responsibility to obtain such Regulations from the Building Management. 3. All contractor shall submit cuts, samples and finishes for written approval from the Architect prior to ordering materials. 4. All subcontractors shall submit shop drawings to the Architect for approval through the General Contractor prior to the commencement of the the work, unless noted otherwise. The General Contractor shall be responsible for verifying all shop drawings for Completion prior to submittal to the Architect. 5. Approval of shop drawings shall indicate only that such drawings generally express the intent of the Contract Documents and shall neither be construed as a complete check nor relieve the Contractor of his responsibility as noted herein. 6. No material substitutions shall be made without approval from the architect. The Architect will consider material change requests on an individual basis. Such contractors shall submit samples and cuts for written approval from the Architect prior to the commencement of the work. 7. The General Contractor shall submit in writing all proposals for additional work to the architect for review and approval. No work is to commence until a signed proposal is returned to the General Contractor. 8. The general Contractor shall be responsible for keeping the Construction area broom clean, and remove from the premises all waste materials, rubbish, wrappings, and salvages as generated by the construction, demolition, and/or delivery and installation of woodwork or other trade items. 9. Drawings are not to be scaled; dimensions shall govern. 10. The general Contractor shall schedule all work to conform to the general col. ,traction schedule schedule and shall cooperate with other Contractors in the required sequon.;al installation schedule as approved by the architect.. 11. A complete copy of the latest set of construction documents shall be kept ,u._I the site for review by the Architect. All drawings which have been superceded shall be removed from the job site. 12. Each Sub Trade shall be responsible fro reviewing the entire set of drawings and noting his work as applicable. Work indicated or inferred on the drawings shall be deemed and included in the Sub -contractors cost. The some shall apply to the General Contractor. 13. The General Contractor shall confirm and report to the Architect the presence of any asbestos within the project area and shall continue with work only after the asbestos has been removed or contained in accordance with the latest E.P.A. regulations. 14. All work, whether shown or implied, unless specifically questioned, shall be considered fully understood in all respects by the General Contractor and he shall be responsible for any misinterpretations or consequences thereof for all work shown on drawings. r---------- -----� CODE SUMMARY I I APPLICABLE CODE BOOKS r_________________________________________a________________- 2014 FLORIDA BUILDING CODE 2014 FLORIDA PLUMBING CODE 2014 FLORIDA ACCESSIBILITY CODE FLORIDA ENERGY CODE I 2012 NATIONAL ELECTRIC CODE FLORIDA BUILDING CODE j 2012 FLORIDA FIRE PREVENTION CODE I I BASED ON NFPA-1 & NFPA 101 I I I I OCCUPANCY REQUIREMENTS I I L---------------------------------------------------------- J OCCUPANCY CLASSIFICATION A-3 ASSEMBLY OCCUPANCY SEPARATION I 1 HR I I I TYPE OF CONSTRUCTION I BUILDING TYPE EXISTING TYPE VB UNSPRINKL Eli BUILDING AREA 4 I MEANS OF EGRESS REQUIREMENTS I T V ST 5O F OCCUPANT LOAD 219 PERSONS NUMBER OF EXITS 2 MIN CORRIDOR WIDTH 36" MIN EGRESS OPENING WIDTH I 32" MIN I TENANT IMPROVEMEMTS FOR WORD OF FAITH AND PRAISE MINISTRIES 251- 8253 BUSINESS PARK DRIVE PORT ST. LUCIE, FL 34952 � SITE LOCATION PLAN SCALE: NITS 5) LIST OF DRAWINGS COVER SHEET A-1 EXISTING BUILDING PLAN A-2 TENANT IMPROVEMENT PLAN A-3 DETAILS AND SECTIONS ACC-1 SITE ACCESSIBILITY PLAN ACC-2 ACCESSIBILITY GENERAL DETAILS ACC-3 ACCESSIBILITY DETAILS LS-1 LIFESAFETY PLAN M-1 H.V.A.C. PLAN M-2 H.V.A.C. NOTES, SCHEDULES & DETAILS M-3 H.V.A.C. ROOF STAND DETAILS E-1 ELECTRICAL PLAN E-2 ELECTRICAL NOTES, SCHEDULES ONE LINE DIAGRAM P-1 PLUMBING PLAN LOCATION MAP SCAM.�WIS 176(ol.-DS��, SCOPE OF WORK: ARCHITECTURAL CONSTRUCT NEW DRYWALL PARTITION WALL AS SHOWN AND INSTALL NEW DOOR WHERE REQUIRED. ADDITION OF ONE RESTROOM ADD PANTRY AREA ELECTRICAL REPAIR REPLACE FIXTURES AS NEEDED MAKE CONNECTION TO ALL NEWLY INSTALLED EQUIPMENT AS PER SPECIFICATIONS. MECHANICAL REPAIR/REPLACE RELOCATE EXISTING DUCTWORK AND DIFFUSERS TiO SUITE NEW LAYOUT. EXISTING SYSTE v"" TO REMAIN PLUMBING PROVIDE NEW FIXTURES AS INDICATED ON DRAWINGS INSTALL SANITARY AND WATER PIPING AND RECONNECT TO EXISTING ST. LUCIE COUNTY FIRE FIRE MARSHALS OFFICE REIEWED By: AT' KEV'i-VE.I3By: BATE: PROJECT INFORMATION 'AH adMdIAaU adAO?Iddi� (INV GaMMA31I dOlddO S'T"StiVW a2IId .LaI2T,LSIa Hind A.,LNaOJ 3I3II'I 'ZS LUCIE COUNTY PLAN / ELEC: DATE: _ PLUMB: DATE: _ MECH: _ F)ATE: Building Information Building Address 8251-8253 usiness Park Drive, Port St Lucie, Florida 3495 Building Type Commercial Number of Floors 1 Project Floor Information Occupancy Type Grou —3 . 178 SF) Commercial Office Center Construction Type Ty e V—B S Alteration Level (Per Florida Building Code) Alteration Level Level 2 CODE COMPLIANCE THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED IN COMPLIANCE WITH THE 2014 EDITION OF THE FLORIDA BUILDING CODE, INCLUDING THE FLORIDA EXISTING BUILDING CODE, FEBC. 0 U O O o ZLij —zw co J w� z - F )`f' 0L Q Z � a-_ wwm �iiw z J w = ZQ O V Q S U) Z Z-�' L,J Q _I = w LLB Q �UU (j M rn �� �w� Z = v I J " LLI w J � W n 0 M a SEAL: \3GH H A v \ FN G<i N &4 STATE OF w �c "I OR 10P r ASS/ONA U) L 4_0 U) L O Q O 4-1 O-) O co a) I..L a) U J Ln a_ 00 CV Uico - -N 04 O CO n E-- LL Lid CV 4— o0 O 0 t- U Lu O a DRAWN BY : GVB CHECKED BY : LHA SCALE JOB No: DATE: REVISIONS: GVB-020 02-16-1 RECEtVFD AN 2 0 2019 P2rml.tiln,� pecarfmzarr SHEET NO.1 CODES IN EFFECT: OF FBC (2014 ED) BUILDING FBC (2014 ED) MECHANICAL FBC (2014 ED) PLUMBING A=O NFPA 101, 2012 ED., NEC 2012 ELECT. THIS TOILET TOILET AND w PARTRIONS TO LADIES TOILET BE DEMOLISHED. CAP WATER `# LINES AND PLUG SANITARY LINES MEN'S TOILET m 7'-1N" 58' R CONCRETE SIDE WALK 59'-28" la1aae �W 49'-7j" O 0 14'-7T6A" CONCRETE SIDE WALK EXISTING BUILDING PLAN GOT. OF EXISTING MTL. DECK OL 10'-0' CEILING FIELD VERIFY PROVIDE 2"6 WD BLOCKING 0 GRAB RAILS TO WITHSTAND 250# MIN 3 5/8' 25GA MT. TRACK FASTEN TO FUR W/- 3/4" POWER ACTUATED PINS 0 24" 0/C. Z ry O Z WLd Z NCO U Z �� "��0 Z 1':3 a Q w w m E 0- Lli J > � CY = Z�� SQL` 3 5/8" 20GA MTL. STUDS o ~ _� 8' O.C. STAGGERED LATERAL BRACE _ z Ee z . GOT. OF EXISTING MTL. DECK & TRACS W/SELF DRILLING #8 x 3/4" LLJ < ! TEK CREWS 8" Ox TO DECK. o m g � OSS BRACING _ I 0 5'-0" O/C. STAGGERED W AS SHOWN J 10'-0" CBUNc \\ LLJ FIELD VERIFY NEW SUSPENDED ACOUSTIC CEILING SEAL: PROVIDE 2"4 WD BLOCKING 3 5/8" 25GA MTL. STUDS 0 GRAB RAILS TO WITHSTAND 0 16 O.C. W/ 1 LAYER OF G H A N 250/ MIN 1/2" GYP. BOARD ON EACH SIDE .j, 0 SCREWED TO STUDS W/- DRYWALL Y E Al SCREWS 0 12" O/C. S i 2 `p 84 3 5/8" 25GA MTL. TRACK * 10-25-18 FASTEN TO FUR W/- 3/4" SCHEDULED BASE STATE OF a POWER ACTUATED PINS ® SCHEDULED FLOOR FIN �O F <v 24" 0/C. tOR TOP �SSXONA1. �— DRYWALL CEILING 3 5/8" 25GA MTL. STUDS 0 16" O.C. W/ 2 LAYERS OF 3/4" TYPE-X GYP. BOARD ON EACH SIDE SCREWED TO STUDS W/ 1r" TYPE-S DRYWALL SCREWS :HEDULED BASE SCHEDULED FLOOR FIN GYPSUM ASSOCIATION - WP1200 (2HR) CONSTRUCTION TYPE: GYPSUM WALL BOARD, METAL STUDS TWO LAYERS 5/8" TYPE 'X' GYPSUM WALLBOARD OR VENEER BASE APPLIED AT RIGHT ANGLES OR PARALLEL TO EACH SIDE OF 3-5/8' (MIN.) METAL STUDS 24" o.c. WITH 1 5/8" TYPE S DRYWALL SCREWS 8" o.c. TO VERTICAL EDGES AND 12' o.c. TO TOP AND BOTTOM RUNNERS AND INTERMEDIATE STUDS. STAGGER ALL VERTICAL AND HORIZONTAL JOINTS 24" o.c. EACH SIDE AND OPPOSITE SIDES (NLB) THICKNESS: 4-7/8" (MIN.) LIMITING HEIGHT: 17'-3° APPROX. WEIGHT: 6 PSF FIRE TEST: FM WP-45, 6-19-68 OSU T-1770, 8/61 SOUND TEST: NGC 2385, 7-28-70 2HR WALL DET PENETRATION FIRE STOP PER DET ON SHT 2 1 /8 TRACK x PAF FOR STUD TO EXISTING CONC STRUCTURAL MEMBER #8 TEK SCREWS 0 12" TO EX MT DECK ABOVE CEILING ADD THE FOLLOWING WORDING EVERY 10'-0" TO FIRE RATED WALLS FIRE AND SMOKE BARRIER PROTECT ALL OPENINGS 2 TYP STUD WALL NTS WATER RESISTANT DRYWALL (CEMENT BOARD) SHALL BE INSTALLED AT LAVATORY / SINK GOT. OF EXISTING MTL. DECK 10'-0' CEILING FIELD VERIFY PROVIDE 2"x6 WD BLOCKING 0 GRAB RAILS TO WITHSTAND 250# MIN 3 5/8' 25GA MT. TRACK FASTEN TO FUR W/- 3/4" POWER 1CTUATED PINS 0 24" O C. DRYWALL CEILING 3 5/8" 25GA MTL STUDS 0 16" O.C. W/ 1 LAYER OF 3/4" TYPE-X GYP. BOARD ON EACH SIDE SCREWED TO STUDS W( 1" TYPE-5 DRYWALL SCR WS 'HEDULED BASE SCHEDULED FLOOR FIN GYPSUM ASSOCIATION - WP1200 (1 HR) CONSTRUCTION TYPE: GYPSUM WALL BOARD, METAL STUDS ONE LAYER 5/8" TYPE 'X' GYPSUM WALLBOARD OR VENEER BASE APPLIED AT RIGHT ANGLES OR PARALLEL TO EACH SIDE OF 3-5/8" (MIN.) METAL STUDS 24" o.c. WITH 1" TYPE S DRYWALL SCREWS 8" ox, TO VERTICAL EDGES AND 12" o.c. TO TOP AND BOTTOM RUNNERS AND INTERMEDIATE STUDS. STAGGER ALL VERTICAL AND HORIZONTAL JOINTS 24" o.c. EACH SIDE AND OPPOSITE SIDES (NLB) THICKNESS: 4-7/8" (MIN.) LIMITING HEIGHT: 17'-3" APPROX. WEIGHT: 6 PSF FIRE TEST: FM WP-45, 6-19-68 OSU T-1770, 8/61 SOUND TEST: NGC 2385, 7-28-70 1 HR WALL DET PENETRATION FIRE STOP PER DET ON SHT 2 1 #8 TRACK x PAF FOR STUD TO EXISTING CONIC STRUCTURAL MEMBER #8 TEK SCREWS 012" TO EX MT DECK ABOVE CEILING ADD THE FOLLOWING WORDING EVERY 10'-0" TO FIRE RATED WALLS FIRE AND SMOKE BARRIER PROTECT ALL OPENINGS W VJ W _o n, W VJ •� ^` W ) co j C U LO m +- cc) 0— LLv J CV 0 0 F- V EL 0 d DRAWN BY : GVE CHECKED BY : LH/ SCALE JOB No: GVB- DATE: 02-1 REVISIONS: SHEET NO.1 OF EXISTING BUILDING PLAN N SCALE: 1/4" = 1'-0" A=l ip to1 36x80 36x80 J EXTERIOR STORAGE �° ® EXIT FOYER BULK STORAGE II �I NEW 1 HR FIRE n RATED WALL 11 11 I 1IIIII"I1IIII 44 "II1I11IIII1I11 PROVIDE �•u� HANDRAILS STEPS I II Ir--ME Dn NEW 1 HR FIRE RATED WALL _ C BREAK R077M LZJ II I(CG) II SANCTUARY[!] 138 PERSONS II SEE STAIR DETAIL z II ON SHEET A-3 n 11 1 3'-�. PULPIT 19 " II --C21 II � II II II 1 ? � 11 w E o II == i - - - -II III JAT� 1c.,I�------ PANTR 12 F �'16 JAN. CL ; 1 B ' 3-0 II , NEW 1 HR FIRE a RAMP 1 ' • LEVEL - II RATED WALL 1:12 '" 1 II © THIS DOOR TO BE II - , 7 REMOVED & OPENING I� DISPLAY ARE ' CLOSED W/ 1 HR " \ RATED STUD WALL. \ 10 LA I S TF_ I ' _/_®I IO 14'-7 J te n II V_E_SITI ULE _ _ RECEPTION LOBBY I II 1' 11 �.''tl C u _ -M-E�S \ 8 -10 6� NEW 1 HR FIRE 20 -11 z q� " I TOILET COMMUNITY ROOM 11 J / I w 3 11 © 1RATEDwaLL-- 0'-1�"LZ J x z tz II•� 8 25tz RECEPTION 1 Q BUSINESS OFFICE OFFICE Q II 11 "p 17'—OM' ' w II 11 ' 11 6x80 36 0 36x80 PROPOSED FLOOR PLAN SCALE: 1/4', HAND RAIL PROVIDE CLEARANCE NOT LESS THAN V4" BETWEEN RAIL AND WALL PER NFPA 101 7.2.2.4.4.5 THE GRIPPING PORTION OF A HANDRAIL MUST BE EQUIVALENT TO A 1 . 1j' TO 1j" (32 TO 38 MM) OUTSIDE ;I I• TO DIAMETER ROUND RAIL. SUPPORT HANDRAIL FROM 1j BELOW SO GRIPPING SURFACE IS NOT INTERRUPTED 1j' �^ j" RADIUS BEVELLED EDGES TYPICAL STEEL RAILING AT STAIR mac m HAND RAIL PROVIDE CLEARANCE NOT LESS THAN 24' BETWEEN RAIL AND WALL PER NFPA 101 7.2.2.4.4.5 ENDS OF HANDRAILS MUST BELOW RETURN SMOOTHLY INTD A WALL. FLOOR. OR POST TYPICAL RAILING RETURN PLAN VIEW AT STAIR !Wc. ol� r . lAJ1*ZS 1-i6i.1GgQ$ 1-1-1,z. 1rrQe t -ram e 496 BOT. OF EXISTING MTL. DECK 10'-0" CEILING FIELD VERIFY PROVIDE 2'4 WD BLOCKING 0 GRAB RAILS TO WITHSTAND 250# MIN 2 HOUR RATED WALL GAUGE TOP RUNNER NEW 2 HOUR RATED WALL INFILL 3 5/8" 25GA MTL. SPUDS 0 16" O.C. W/ 2 LAYERS F 3/4^ TYPE-X GYP. BOARD ON EACH SIDE SCREWED TO S1 UDS W/ 1 TYPE-S DRYWALLS EWS PROPOSED FLOOR PLAN -LOFT SCALE: 1/4" = 1'-0" 3I5/8" 25GA MTL. TRACK FASTEN TO FLR W/- 3/4" SCHEDULED BASE POWER ACTUATED PINS 0 SCHEDULED FLOOR FIN 24" 0/C. 3 5/8' 25GA MTL. STUDS 3 5/8' 25GA MTL. STUDS —� 0 SIDES OF OPENING 0 SIDES OF OPENING GYPSUM ASSOCIATION - WP1200 (2HR) WALL CLOSURE DETAIL — — — NTS. NEW 1 HR FIRE RATED WALL EXISTING 1 HR FIRE RATED WALL EXISTING 2 HR FIRE RATED WALL z �' Z Q = Z) J Ld w Iw Z o LLJ w m J Z Z=� O N c z w � L.DO 0 z O C� U �— I- M M 0 � W jQw �Z -d wQ J o = Q SOU cwc w J w � . 00 co LL1 ; Z J I 0 Q S C3 _ j r i L L SEAL: H AV t'JG bYC-EATS �No i o10� 4 10-25-48 STATE OF 'cCOR TOP SS�ONAL ECG (V' `J) W V) a\\ O G Q 0- � m N O E N j c: U Ocn J N E m � CO LO -t -N O 00 ~ L r N O O U w w a" DRAWN BY : GVB CHECKED BY : LHA SCALE JOB No: GVB-0: DATE: 02-16— REVISIONS: SHEET NO.1 OF E 0 U O Z d 0 O �T 0 Z c LLJ co W IOU W � p o J nZ a 0 ILL! Z z t Q Z a- a- �`' e wm ��W Z0 _j C J w Q w JJ W 0 STORAGE. C� O n = C)'8 z EXTERIOR STORAGE. - _ z wQ _ w = Q C� �U U f rn W 't 0� 00 J I W sl O M AUDIO I O STORAGE SEAL: X\JGH AIVG �1\CErys i NoGO 63844 � STATE OF � A � F71 � � �.\ 'PGOR IMP 2� �SS/GNAL ECG M- ^U,, ASSEMBLY AREA .U) . — > ----- AUDIO VIDE OFT p Q O-- -- rn ca Ln-- -_- c •— n d- BREAK RM. Q� N C'7 a� E in Q' = > c: U p N PAi�T I 0 D J CV 1 u ------ m c: 00 c 4— N 00 OIIIIIII'o 00 O L. PROPOSED FLOOR PLAN -LOFT 0 HALL' AY EN SCALE: 1/4" = 1'-01, U w Q Q MINI TRA IVE O FICE Q O O QMoe, ON I — r)mnv DRAWN BY : GVB CHECKED BY : LHA EST M SCALE O JOB No: GVB-0201 Q DATE: 02-16-18 Fr "I.-. Q Q O O Q REVISIONS: RE EPTIO LIBRAIRY F L 8 82 1 253 SHEET NO.1 - - NEW 1 HR FIRE RATED WALL SED FLOOR PLAN __ _ of EXISTING 1 HR FIRE RATED WALL SCALE: 1141. = 1' 0.. EXISTING 2 HR FIRE RATED WALL _ 201 1■■ RISER 9/4" PLYWOOD DECK--EXO GLUED dtGREWEp 10 1DIE'I' dr d OTC. W 1'-d" 3 4 PLYWOOD TREADS GLUED & 4" / " SCREWED 'TCI EACH JOIST 8" O.C. 3/4" PLYWOOD OCCK- GLUED & $CREWED TO 6/d" X 1 1/2" WDREWS, w/ 1/4" % 1 L 2" WD SCREWS. I JOIST G" 0.4. W/ ^+'^-TYPICAL N4TEMOR MTL SAID WALL 1/0. x 1 1/x° WD SGRE.WS. SEE DETAIL ON SHEET 310. 2xe JOIR1'— . ...._ ; ' . - '" ' :" '/"sracE .6J 0 18" DID, �' _ 2x8& MOIST ,--SIMPSON MST HANGAR. TSP. t1r 1rt ow 16" O.C. 2X6 CONT. AROUND PERIMETER ATTAGHDw/ 25H . — 4 --- — - 2X2 GONT. WO NOSING ATTACHED / CREWS :.. 'E" .', . " W/ 1 1/2" BRAD NAILS M G" 0.0, (RIP TO 1" W.} W, 12L OWc.D "'.� .-. ' KNEE WALL ggXd Wa TOM' k aor. '2Xt2 P7 WOOD' � .. .2%12 P.T; YdJ RISER CONT. \, 8 P.T. WD RISER CONT, ., (RIP TO 5 1/4" H.) a . PLATEE,,fi PDDS 1u" O.C. IN'IERMEDIXE SUPPORTS, 2%41I�;P� T, WLA'rE A'flACNED W/ 5E PLAN FOR LOCATIONS. 3" X 3' X 3" 14 GA.. STEEL '�-,f X 3" X 3` 14 GA. STEEL EE WALL 2X4 WD TOP $ DOT, -M1" CONC. SLAS 'I d' M 3 ApARN6 06 24' O,Cr - CLIPS ®4'-O" OTC„ AT{Af,HED EA,JP$ 4`-6" D.G., ATTACHED WIi%f/5 12 %//1qq` Wt1 SCREWS eb WD SCREWS 0 . q p pq �^ y 6 A ..., - S D e A9.1." _.. /I' ®SLA, 14YP, XI`A IWC N 17k.X 2` TAPCON CUR 0 SLABtYP EACH CLIP. — _ --' ✓i Pra.s� �-dkp,ut r UNQLUW k I 2r M#L '.;X �f�� IU�` sloc--, 1 22�1 A ,.BOTTOM. 8 I >I�96RET�, ea7'r�ae�t � TE'P 5tw 1 DOOR SCHEDULE MARK SIZE MATERIAL TYPE FRAME_ REMARKS ® 3'-0"x6'-8x1j" WOOD SINGLE SWINGING WOOD 1 hr Fire Rated w/ Fire exit hardware. ® 3'-0"x6'-8X1j" WOOD SINGLE SWINGING WOOD Q 3'-0"x6'-8x1j" WOOD SINGLE SWINGING WOOD EXISTING ® 3'-0"x6'-8x1j" WOOD SINGLE SWINGING WOOD EXISTING © 3'-0"x6'-8x1j" WOOD SINGLE SWINGING WOOD ® S-0'NC-8x1j" WOOD SINGLE SWINGING WOOD 1 hr Fire Rated w/ Fire exit hardware. " 3 —0 X6 —8X1 WOOD SINGLE SWINGING WOOD 1 hr Fire Rated w/ Fire exit hardware. QD " 3 —0 x6 —8xlg� WOOD SINGLE SWINGING WOOD 1 hr Fire Rated w/ Fire exit hardware. Q 3'-0"x6'-8x1j" WOOD SINGLE SWINGING WOOD 1 hr Fire Rated w/ Fireexa hardware. DOOR REMOVED. OPENING CLOSED (2) 3 —0..x6 . —Sx1" WOOD DOUBLESWINGING WOOD 1 hr Fire Rated w/ Fire exit hardware. " 3 —0 x6 —8x1 WOOD SINGLE SWINGING WOOD i hr Fire Rated w/ Fire exit hardware. ® 3'-0"x6'-8x1j" WOOD SINGLE SWINGING WOOD Q 2'-8"x6'-8x1j" WOOD SINGLE SWINGING WOOD NOTE: EXISTING & NEW DOORS IN THE PATH OF EGRESS TO BE (RETRO)FITTED WITH PANIC HARDWARE. PANIC HARDWARE u' Hardware re Rated Aluminium 501 Series "reversible rim type" exit device plastic de 1 with standard strike Builders Har Fire yp I e w/ pl end cop. ANSI A156.3 gra and shim For doors 1-3/4 in. — 2 in. thick, width of 26 in. — 36 in. for regular, 3 in. minimum stile required. Dogging standard on non —fire rated Dimensions 41 "x2.5"x6" Projection (in.) : 2.25 FIRE RATED DOORS SHALL BE JELD—WEN KARONA WOOD RAISED PANEL DOORS 60—minutes "Solid mineral core - 1-3/4" doors PREFAB PICKET STYLE HANDRAIL W/ WO PICKET 0 4" O/C MAX DESIGNED AND CONSTRUCTED FOR A 0NQEMTW,,LQAD_QF.200 LBS APPLIED 0 ANY POINT 04 2"x10"MTL. HANGER r� STRAP N �L<t cstvo (Z `�oe RISERS 0 7.2" m 2"x4" STUDDS ® 10" W/ 0 12" O/COSING I ¢ - 4'-0" RAIL ,UI.>" TO WALL <= I!Q_T?- A---"rCOQTRACTOR TO VERIFY '`f L't- eteLP �� tit9 t-ctc�>%-ALL FIELD CONDITIONS 36" CQNCRETE FLOOR? GCLI ANCH R 1 I ROOM FINISH SCHEDULE ROOM FLOOR BASE WALLS CEILING CEILING HEIGHT REMARKS MATERIAL FINISH MATERIAL FINISH 1 CER TILE WOOD DRY WALL PAINT ACOUS TILE A,C,AAA 10'-0" 2 CER TILE WOOD DRY WALL PAINT ACOUS TILE A,C,A,A 10'-0" 3 CER TILE WOOD DRY WALL PAINT ACOUS TILE A,C,A,A 10'-0" 4 CER TILE DUROC PAINT ACOUS TILE A,A,A 10'-0" 5 CER TILE DUROC PAINT ACOUS TILE A,A,A 6 CER TILE 0 L PAINT ACOUS TILE A,C,A,A 7 CER TILE WOOD DRY WALL PAINT ACOUS TILE A,C,A,A 10'-0" 8 CONIC PAINT A„A,A 10'-0" 9 CER TILE WOOD DRY WALL PAINT ACOUS TILE A,C,A,A 10'-0" 10 CER TILE WOOD DRY WALL PAINT ACOUS TILE A,C,A,A 10'-0" 11 CER TILE WOOD DRY WALL PAINT ACOUS TILE A,C,A,A 10'-0" 12 CER TILE OD DRY WALL PAINT ACOUS TILE A,C,A,A 10'-0" 13 CONC DUROC PAINT ACOUS TILE A,A,A 9'-0" 14 CARPET 0bD'�77_-7 b04kL77 PAINT A,C,A,A 15 CARPET WOOD DRY WALL PAINT A,C,A,A 16 CER TILE WOOD IDRY WALL PAINT A,C,A,A 17 CER TILE DRY WALL PAINT A,A,A 18 CER TILE DRY WALL PAINT ACOUS TILE A,A,A 9'-0" FLAME SPREAD CHART FOR INTERIOR WALLS CLASS / MATERIAL FLAME SPREAD RATING SMOKE DEVELOPED FLAME SPREAD CLASS A 0 - 25 0- 450 1 B 26 - 75 0- 450 II C 76 - 200 0- 450 III 'SUM WALLED. 10 - 15 I DOLIGLASFIR 90RED III OAK I� 100 III TU1 L USTIC 12-25 1 MIN. INTERIOR FINISH CLASSIFICATION FBC TABLE 803 .3 OCC. UNSPRINKLERED SPRINKLERED EXITS EXITS OTHER EXITS DOTS07HEF ACCESS SPACES ACCESS SPACES A A A 8 B C C LB B C C C C A A B A A B A B C B C C C C C C C C SPRINKLERS REVD. B C C A A C A A C REM B B B B 8 C C C C 8 B C C g C C C C C C C CEILINGS, WALLS AND FLOOR FINISHES SHALL BE CLASS we MATERIALS. Ott_ I N4tt_5 L. ���G 'Y'cdcZ.a9E�Gb(�.v7. .. . _. ...._.il _.. .. __ .: ..... _: .. 77 L 2� ATTACH WITH 14"TYPE= SCREWS 816" OC r-, 1 , -C E O zo 0 o z Ww co � F J z;�!: u�ZH 3 Q LiJ a r ww� Z �Q_w z w = QJ w Z=� J J C3 Ur O�t=i, _JQ =v�3 Q �Cr LLJ Q __J = WZ L., r ESQ C� U (� M 0)0M Qw� _ J w J ao J L.I 0 2 a I SEAL: ", uGH AN �ICEIV Cl � 2 8 o. 0638 4 * 10-25 18 STATE ASS OF / O NA L. ��Ca ^; 0 � VJ 1.2 (n C U) CIO� Lm N �— cM j U J N m n co -�+ LO If -t M co L 4—CV co r O H U Lu O a DRAWN BY : GVB CHECKED BY : LHA SCALE JOB No: GVB-0201 DATE: 02-16-18 REVISIONS: !� r..J ,-. T.. 1, • • I r, 4• � .-. r. \J IJU Cw 1 Gl.Jt.411LAL11J1 I THIS PROJECT IS TO BE BUILT IN ACCORDANCE WITH THE WITH EXISTING FBC 2014 5th EDITION. ASCE-7-10 FOR 170 MPH WINDS EXP. 'C'. AND LIFE SAFETY 101 AND NEC 2011ed. o OCCUPANCY USE: ASSEMBLY o OCCUPANCY GROUP: GROUP A-3d o TYPE OF CONSTRUCTION: TYPE 11B (PROTECTED) TYPE OF ASSEMBLY: _ (GROUP A-3d) ASSEMBLY CONSTRUCTION TYPE: = TYPE IIB (PROTECTED) FLAME SPREAD: = 26-75 FINISH CLASS: = CLASS'C' FINISHES GROSS AREA = 5627 SF SMOKE DEVELOPMENT = 0-450 FE REQUIRED = 4178/2500 =2 REQIURED (3 FE PROVIDED) THE LEVEL OF ALTERATIONS PURSUANT TO SECTIONS 403., 404, AND 405, AND SHALL COMPLY W/- LEVEL 2 OF THE FBC 2014. OCCUPANCY SUMMARY SEE TABLE THIS PAGE LIFE SAFETY CRITERIA CLASSIFICATION ASSEMBLY -CHURCH OCCUPANTS: (TABLE - 1004.1.2 OF F.B.C.-21014) MEANS OF EGREES REQUIRED: .2 INCHES PER PERSON x 212 = 42.4" (SECTION -1005 OF F.B.C. -2014) MEANS OF EGREES PROVIDED: FRONT 2 AT 36" = 72" REAR 1 AT 36" = 36" TOTAL = 108" NOTE: THIS BLDG IS TYPE 11,13 (PROTECTED), ONE STORY THIS BLDG IS NOT FIRE SPRINKLERED THE PLAN SHALL COMPLY W/- ALL REQUIREMENTS OF THE FLORIDA FIRE PREVENTION CODE 2014 EDITION, NFPA 101 (LIFE SAFETY CODE) 2012 EDITION AND NFPA 1 (UNIFORM FIRE CODE) 2012 EDITION. ALL INTERIOR FINISHES SHALL COMPLY W/- THE APPUCABLE CHAPTER(S) AND SECTION(S) OF NFPA 101 (LSC). DESIGN CRITERIA: THE LIFE SAFETY PORTION OF THE PLAN SHALL BE DESIGNED IN ACCORDANCE WITH THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 101, LIFE SAFETY CODE; NFPA 1, FIRE PREVENTION CODE; AND ADOPTED NFPA STANDARDS. SEE FLORIDA ADMINISTRATIVE CODE 69A-3.012 FOR THE ADOPTED EDITION OF NFPA 101 & 1 AND A LIST OF ADOPTED NFPA STANDARDS. LIFE SAFETY NOTES EGRESS DOOR REQUIREMENT: (1). ALL EXIT DOORS TO COMPLY WITH, NFPA 101 7.2.1.4. ALL PENETRATIONS IN RATED PARTITIONS SHALL BE PROTECTED PER F.B.C. SECTION 705.1.2.1. EMERGENCY AND EXIT LIGHT ARE TO COMPLY WITH, NFPA 101 38.8. & 38.2.9.1. (2). ALL EXIT DOORS NOT FITTED W/-FLUSH OR SURFACE BOLTS PER FBC 1008.18.4 (3). ALL DOORS IN MEANS OF EGRESS SHALL BE SINGLE ACTION RELEASE SHALL COMPLY W/- FAC AND SHALL NOT REQUIRE THE USE OF A KEY, TOOL OR SPECIAL KNOWLEDGE TO OPEN FROM EGRESS SIDE. (NO DOOR IN THE MEANS OF ESCAPE SHASLL BE LOCKED AGAINST EGRESS WHEN THE BUILDING IS OCCUPIED, PER SECT 32.2.2.5.5.) (4). ALL CLOSET LATCHES SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR WITHOUT TOOLS OR SPECIAL KNOWLEDGE TO OPEN FROM EGRESS SIDE. (5). ALL BATHROOM DOOR LOCKS SHALL BE DESIGNED TO PERMIT THE OPENING OF THE DOOR FROM THE OUTSIDE IN CASE OF AN EMERGENCY. (6). ALL DOOR HARDWARE SHALL INSTALLED AS PER SECT 1008.1.9.1 AND DOOR HARDWARE HEIGHT SHALL BE INSTALLED AS PER SECT 1008.1,9.2 ALL EGRESS WINDOW SHALL HAVE A CLEAR OPENING NOT LESS THAN 5.7 SO FT, AS PER SECTION 32.2.2.3,1.(3) EGRESS WINDOW SIZE SHALL BE 34.2Wx24H = 5.7 S.F. 44" MAX. A.F.F. EGRESS WINDOW REQUIREMENT: EGRESS WINDOW SHALL BE 34.2Wx24H = 5.7 S.F. 44" MAX. AFF 34.2 W x 24H 5.7 SQFT MINIMUM EGRESS WND LIFE SAFETY LEGEND exit sign and emergency lite combo w/- battery back-up ® exit sign w/- battery back up EMERGENCY UTE W/- BATTERY BACK-UP AND SPACE 20'-0" APART AND 9'-0" HIGH MAX (TYP) 2A-IOBC FIRE EXTNGHUISHER W/-A MAX OF 20115s. MITI) @ 48" AFF TO HANDLE W/- ANNUAL TAG FIRE ALARM HORN -STROBE © FIRE ALARM PULL STATION xx 9 OF PERSON SERVED BY EXIT IN ILL LLJ ry s II 1 LADIES TOILE II II I II II MENS TOILET 0 M Type of Oca ASSEMBLY NEW Existing ULE LIBRARY NFPA 101-TABLE OF DISTANCE TO EXIT Common Path Limit Dead End Limit travel Distance To Exit span er pnn erea unsprinKlare SpnnKlerea U n s p n n ere pnn ft.(m) I ft.(m) 20A5 (6-1/23) ibl 20/75 (6.1/23) all 0/20 (0/6/1) b 1 0/20 (0/6/1) b I 150/45)b I 150/45)b 0 N EXTERIOR STORAGE NEW 1 HR FIRE 7.751 TED WALLFE R w 8 O LIFE SAFETY PLAN SCALE: 1/4"=1'-0" MAX TRAVEL DISTANT PER TABLE 1016.2 FOR GROUP (A) = 200 FT VATHOUT SPRINKLER SYSTEM ACTUAL TRAVEL DISTANT FROM PLANS GROUP (A) = 1 %41 FT AUDIO VIDEO EQUIPMENT ROOM CAMERAS AUDIO VIDEO LOFT J Id LIFE SAFETY PLAN -LOFT SCALE: 1 /4"=1'-0" WALL LEGEND DESCRIPTION OCCUPANCY AREA / LOAD CALCULATION'S CALC. OCC'T LOAD PACE OCCUPANCY Occupancy AREA/CALC AREA NET SF PERSON A-3 1755 SF 1001 SF SANCTUARY (A-3) 7 SF 143 BREAKROOM 342 SF 342 SF 15 23 BULK STORAGE 310SF 310SF 300 2 RECEPTION LOBBY (A-3) A-3 396 SF 396 SF 15 26 RECEPTION OFFICE 100 SP 100 SF 100 1 LIBRARY 138SIP 138'SF 50 3 COPY ROOM 59 SF S9 SF 100 1 VESTIBULE A-3 126 SF 126 SF 15 9 DMIN OFFICES 475 SF 4475 SF 100 5 /V LOFT 336 SF 336'SF 100 4 %V EQUIPMENT ROOM 1107 SF 107'SF 100 2 TOTAL 219 E 0 V O Z p 't � 0 J LAj LLJ> Ln Z W (0 0 Z — I— M6 w Z Z M CL a- L Q w w m LL, W �_ Z g w = _j z=� _j J cD (D OWN =U,s Q U) W Q J = Lil 0 = Q �U U (� M rn o gLLIF- _ � J a_ w v J LLJ j 1M 2 a SEAL: SOH A/V � v ENS i N 0063 4 it 4r 10-z -18 STATE OF cCOR �SSy�NAL ECG V / T V ) L O C G Q �O L L{) CO U •� (T3 Lei coN U Ln 4_j L J L 4-) V co LL N _ co O I.- 0 F— LLJ 0 a. DRAWN BY : GVB CHECKED BY : LHA SCALE ,JOB No: GVB-0201 DATE: 02-16-18 REVISIONS: SHEET NO.1 OF LS-1 �.e } t . �, } arx ,E � y, g �,.s. a fin, tV TURN UNDINO LIFE SAFETY PLAN SCALE: 1/4"=1'-O" MAX TRAVEL DISTANT PER TABLE 1016.2 FOR GROUP (A) = 200 FT WITHOUT SPRINKLER SYSTEM ACTUAL TRAVEL DISTANT FROM PLANS GROUP (A) = 47 FT PULPIT RAMP DETAILS SCALE: 1/4"=V-0" V-7" 20 S!RING'fRS ON EACH SIDE &MIDn WLED lO 44 POSTS W/ US 7 RNME Fuai GROOVE W& D ACROSS.. CLIP ANCHORS W (4) 1}' WOOD SCREWS 7O POSR AND () 2' SHOP PINS INFO FLOOR A E 0 U 0O O Z dt CO 0 J Lu Lu - z w 0 LD..I Z Q z n: L wWm -iiW W z = Qzw m.D_ J q w Z=L- �nOf z (n Z WQ J 0 = Q = (j rn W LLr, �UU rn rn W Of F- = a I J a- J r W J W j O M v 2 a SEAL: G H A V %CENS � Z o. 0636 * 10-25 8 � STATE OF �41 °CORI F � JJ ^V W f�/J� v! 0 _0 n � U J � � m N U)CO m - ~ op Q_ f -- U. N 4- 00 L U W 0 a DRAWN BY GVB CHECKED BY LHA SCALE JOB No: GVB-0201 DATE: 02-16-18 REVISIONS: SHEET NO.1 OF ACC-1 E O U O O o Z C O O c0 W > 0 L �m0 uj0 Z t z �5a- a Q , wm La-w z m ADA GENERAL SECTONS = zj~ �Q��w o _� z �-' �-- � = � Q �� _ � Z W Q J = J o = Q (3 SOU �� rn Oa�i �J 01 = a a- J 48 —I w a --1r W Ln a 24" 30" SEAL: c CD vGH qN �%CENS C� i v N .00638 'o z M s co X I 10-25 1s STATE OF "ZOR1�P " 48 54" PREFERRED WHERE ADJACENT OBSTRUCTION L Ej 48" MINIMUM OR WALL OCCURS A HIGH FORWARD REACH LIMIT 12" MINIMUM IF DOOR HAS BOTH A CLOSER AND A LATCH EO MAXIMUM SIDE REACH OVER AN OBSTRUCTION -4-4 U) X M REQUIRED CLEAR SPACE Z M "0-.� . 0 00 36" MINIMUM ° .YLO m � , cn c� X o DOOR TYPE: a) M >- a� ; Q- MINIMUM 10" HIGH SMOOTH SURFACE AT DOOR BOTTOM, o Ln EITHER ATTACHED PANEL OR BOTTOM RAIL. �- m N U Z _ M � Z � I � N O -�- 00 C 48" 48" Z acz 24" MIN. EXTERIOR—JL.L `n NOTES: 0 18" MIN. INTERIOR 4-- 00 0 1. X SHALL BE < 25 INCHES; Z SHALL BE > X. 70 REQUIRED CLEAR SPACE L. 2. WHEN X < 20 INCHES, THEN Y SHALL BE 48 INCHES MAXIMUM. 0 3. WHEN X IS 20 TO 25 INCHES, THEN Y SHALL BE 44 INCHES MAXIMUM. DOOR WIDTH PLUS o 36" TO 42" LEVER 24" MIN. EXTERIOR a FB I MAXIMUM FORWARD REACH OVER AN OBSTRUCTION OR U SHAPED 11 18" MIN. INTERIOR DRAWN BY : GVB CHECKED BY : LHA HANDLE u SCALE 10" MIN. BOTTOM NOTES: RAIL OR PROVIDE KICK PLATE 1. CLEAR SPACES MUST BE LEVEL TO PREVENT WHEELCHAIRS JOB No: GVB-0201 DATE: 02-16-18 FROM ROLLING WHEN THE OCCUPANT RELEASES THE WHEEL 00 � GRIPS TO REACH FOR THE DOOR. 1 /4 PER FOOT IS ALLOWED FOR DRAINAGE. REVISIONS: 2. WHERE DOORS OPEN ONTO, BUT NOT INTO A CORRIDOR, THE RUBBER BUMPER REQUIRED LEVEL AREA BEYOND THE DOORS MAY BE A MINIMUM OF 30" ON CHAIR 48" . FOR ADDITIONAL INFORMATION, SEE APPLICABLE NOTES ON AO DETAIL TYPICAL ACCESSIBILITY NOTES SHEET. rc CLEAR FLOOR SPACE PARALLEL FDI HIGH AND LOW SIDE REACH LIMITS APPROACH SHEET NO.1 OF ACC-2 ADA GENERAL DETAILS Z O � z 00 °, NOTES: 504 Stairways 504.1 General. Stairs Z � W F- Z w Z � CO o 6 max s max s max that ore part of the means of egress is required to comply with 504 0 z - Ln 1`0 m O 3 o 1. MOUNTING HEIGHTS OF ALL ACCESSORIES SHALL COMPLY W HANDICAP REQUIREMENTS. FROM ROLLING WHEN THE OCCUPANT RELEASES THE WHEEL all 150 back wall side , K aide side1525 to so min uniform tread d2 Treads ie ths. RiArsl shall be 4 insteps on a ches (100 ght of 1rs mm hhi hall aw uniform riser minmum and 7 mc1hess 180 mm high maximum. Treads shall be 11 inches (28D mm) deep minimum. p ( > 9 ( )2. Q WCkf m J J LLI Z 3. ALL RESTROOM WALLS SHALL BE PAINTED W/ TWO COATS OF OIL BASE PAINT COLOR eau r „well wall 504.3 Open Risers. Open risers are not permitted. 504.4 Tread Surface. = J > Q = w J J J w 0` TO BE SELECTED BY OWNER. a) @) without seat with seat a Stair treads shall comply with 302. Changes in level are not permitted. 504.5 Nosing. The radius of curvature at the leading edge of the tread shall be 1/2 inch (13 Z ~ � -CD 0 _ J Q = U Z Q 4. COLOR OF THE PLUMBING FIXTURES SHALL BE WHITE. Figure 600.3.2 Grob Bars far Standard Roll -In Type Showers N finish level landing ,n 0 � mm) maximum. Nosing that project beyond risers shall have the underside of the leading edge curved or beveled. Risers shall be permitted to slope under the tread at an angle of 30 degrees = (n �O (n Z Ld Z �= Q 5. PROVIDE BOLT CAPS FOR ALL TOILETS. 608.3.3 Aremate Roll -In Type Shower Compartments. In alternate roil -in type slower back the sids belh tprovided maximum from vertical. The permitted projection of the nosing shall extend 1 1/2 inches (3B mm) maximum over the tread below.00 fW U < n _ 6. ALL SUPPLY VALVES TO LAVATORIES AND WATER CLOSET SHALL BE CHROME PLATED the comcaompartmentraentry. Guhb loos huh not beided an ahe bove Grob bars Ml�`Ce 30.m U U co W/ ESCUTCHEON PLATES AND MOUNTED ABOVE BASE. installed fi inches (150 ram) maximumfrom od ant walls. 2 d J -j v In 7. PROVIDE LEVER OPERATED FAUCETS AT ALL LAVATORIES COMPLY W/ HANDICAP 6m0ax 6n�x m m dwz f.,.11agl., m=elnz.. (mdwa.ftr a dr di, W 0 O STANDARDS. back wallM.x x silo at least as wide as ramp run VA 8. ALL GALV. METAL STUDS IN RESTROOM WALLS SHALL BE 20 GAUGE. p f side wall wall /� \ / a nozmp a (b) arveeWhede nozlna EA S change in direction Figure 504.5 Stair Nosing front wall Figure 608.3.3 Grob Bars for Alternate Roll -In Type Sha■ere 504.6 Handrails. Stairs shall hove handrails complying with 5D5. `��'-`L` CLEARANCE NOTES: 608.4 Seats. A folding or non -tolling seat shall be provided in transfer type shower compartments. A folding seat shall be provided in roll -in type showers required in transient lodging rooms with mobility features complying with 806.2. Seats shall comply with 610. 504.7 Wet Conditions. Stair treads and landings subject to wet conditions shall be designed to prevent the accumulation of water. G Fi vQ N Gw� guest 505 Handrails V t C E m T 608.5 Controls. Controls, faucets, and shower spray units shall comply with 3D9.4. 505.1 General. Handrails provided along walking surfaces complying with 403. required at ramps // 2 A. 28" CLR. BETWEEN LAVATORY fi08.5.1 Transfer Type Shower Compartments. In transfer type shower compartments, the controls, faucets, and shower spray unit shall be installed on the side wall opposite the seat complying with 405, and required al stairs complying with 5D4 shall comply with 505. `^-No. 0063 ANDEDGE OF WATER CLOSET 38 inches (965 mm) minimum and 48 inches (1220 mm) maximum above the shower floor and shall be located an the control wall 15 inches (380 mm) maximum from the centerline of Advisory 5D5.1 General. Handroils are required on ramp runs with a rise greater than 6 inches (150 mm) (see 405.8) and on certain stairways (see 504). Hondrails are not required on walking TANK LID WHEN TANK WATER the seat toward the shower opening. surfaces with running slopes less than 1:20. However, handrails ore required to comply with 5D5 when they are provided on walking surfaces with running slopes less than 1:20 (see 403.6). STATE OF O� c�CR 1�P Xv •c B. CLOSET OCCURS. 28" MIN. CLR. TO EDGE OF ='d " 15max x F K r Sections 505.2, 5D5.3, and 505.1D do not apply to handrails provided on walking surfaces with running slopes less than 1:20 as these sections only reference requirements for romps and stairs. 505.2 Where Required. Hondrails shall be provided on both sides of stairs and ramps. FS G\ S��NA L 505.3 Continuity. Handrails shall be continuous within the full length of each stair fright or ramp BOWL WHEN FLUSH VALVE WATER mo ment run. Inside handrails on switchback or dogleg stairs and romps shall be continuous between flights CLOSET OCCURS. m f cam a ment )pentro a)try (b) or rum. 5D5.4 Height. Top of gripping surfaces of handmils shall be 34 inches (865 mm) minimum and (28" MIN. CLR. BETWEEN rectangular L-shaped 38 inches (965 mm) maximum vertically above walking surfaces, stair nosing, and ramp surfaces. Handrails shall be of a consistent height above walking surfaces, stair nosing. and ram surfaces. 9 9 9 P LAVATORY TO FURTHEST Figure 60B.5.1 Transfer T Shower Compartment Control Location 9 �° Figure 610.3 Extent of Seat 610.3 Shower Compartment Seats. Where a seat is provided in a standard roll -in shower s= PROTRUDING EDGE OF WATER CLOSET, TYPICAL.) 608.5.2 Standard Roll -In Type Shower Compartments. In standard roll -in type shower compartments, the controls, faucets, and shower spray unit shall be located above the grab bar, but no higher than 48 inches (1220 mm) above the shower floor. Where a seat is the controls, faucets, and shower spray unit shall be installed on the back wall compartment, it shall be a folding type, shall be installed on the side wall adjacent to the controls, and shall extend from the back wall to a point within 3 inches (75 mm) of the compartment entry. Where a seal b provided in an alternate roll -in type shower compartment, installed the front the back ro m "' m e n m � + A V i • - provided, adjacent to the seal wall and shall be located 27 inches (685 mm) maximum from the seat it shall be a folding type, shall be on wall opposite wall, and shall extend from the adjacent side wall to a point within 3 inches (75 mm) of the compartment A� a) wall' can be located on any wall of shower 27 max entry. In transfer -type showers, the not shall extend from the back wall to a point within 3 inches (75 mm) of the compartment entry. The top of the seat shall be 17 inches (430 mm) (a) (b) (c) stairs ramps walking surfaces • ' say back wall y�q� � minimum and 19 inches (455 ram) maximum above the bathroom finish floor. Seats shall comply with 610.3.1 or 610.3.2. L O C G HANDICAP ACCESSIBILITY AND GENERAL NOTES:�� � Figure 505.4 Handrail Height m a m o E505.5 p Clearance. Clearance between handrail gripping surfaces and adjacent surfaces shall be 1 L LO CO 1. THE DESIGN OF SPACES DEPICTED IN THESE DRAWING COMPLIES W/ THE *max 1/2 inches (38 um. � LnFROM ROLLING WHEN THE OCCUPANT RELEASES THE WHEEL (a) (b) seat with seat2. 1r) mii e 38 Ew.thout ALL DOORS IN ACCESSIBLE AREAS SHALL PROVIDE A MINIMUM CLEAR OPENING OF 34" Figure 608.5.2 Standard Roll -In Type Shower Compartment Control Location ce E L V, n WHEN DOOR IS OPENING 90 DEGREES (34 DOOR PROVIDES MINIMUM ACCEPTABLE OPENING) 608.5.3 Alternate Roll -In Type Sharer Compartments. In alternate roll -in type shower fi10.3.1 Rectangular Shower Seat Figure 9 Figure 505.5 Handrail Clearance Figure 505.E Horizontal Projections Below Grippng Surface > W - 3. _ f DOOR HARDWARE SHALL HAVE A SHAPE EASY TO GRASP WITHOUT TIGHT GRASPING bar, but no higher than 48 inches (show ram) above shall l be to floor. Where s seal is provided, the controls, faucets, and shower spray unit shall be located on the side wall p p% 610.3.1 Rectangular Seats. The rear edge of a rectangular seal shall be 2 1/2 inches (64 ram) maximum and the front edge 15 inches (380 ram) minimum and 16 inches (405 ram) 50.5.E Grippimt Surface. Handrail gripping surfaces shall be continuous along their length and shall net be obstructed along their tops rc sides. The bottoms hodrail gripping surfaces shall not O -0 fn ° F PINCHING OR TWISTING ACCEPTABLE HARDWARE MECHANISMS ARE � , shower s unit shall be installed on the ode wall farthest from the compartment ent Pray Da ry• maximum from the seat roll. The side edge of the seal shall be 1 1/2 inches (38 ram) maximum from the adjacent wall. be obstructed for more than 20 h percent of their length. Where provided, horizontal projections shall occur 1 1 . inches 36 min minimum below the bottom of the handrailgrippingsurface. L _ N PUSH TYPE HARDWARE AND U-SHAPE HANDLES, SAID HARDWARE SHALL BE MOUNTED 22-23 senses w 5D5.7.1 Circular Com Section. Handrail gripping surfaces with a circular cross sectiohall have an outside diame'x of 1 1/4 inches (32 ram) minimum and 2 inches (51 ram) maximum. E U) NO HIGHER THAN 48 AFF. 27 max - a° _ 505.7.2 Nan Cirou yr Cross Sections. Handrail gripping surfaces whin anon -circular cross section co ,n 4. RESTROOM SHALL BE PROVIDED W/ GRAB BARS AROUND WATER CLOSET, ass seat a m seat - wall 7 ,� wall shall have a perintter dimension of 4 inches (100 mm) minimum and 6 1/4 inches (160 min) maximum, and across -section dirtmnsion of 2 1/4 inches (57 ram) maximum. � -� N O Rip a INSTALLED ACCORDING TO THESE DRAWINGS WATER CLOSETS SHALL BE PLACED SO AS � 15-16 2^/:emax ore peeme1ef �/-•� TO ALLOW A GRAB BAR TO BE INSTALLED ABOVE AND ON ONE SIDE OF THE ry Q^ wall LLj 8040e a b E. ma. � � � lid WATER CLOSET TO ADJACENT WALL OR FIXTURE` CENTER OF GRAB BARS SHALL BE size distance from wall Figure 610Of L-Shaped Slaver Seahall L0 N 00 MOUNTED AT 33" TO 36" AFF. WATER CLOSETS SHALL BE 30" IN DEPTH AND 17" TO 19" a) b) with seat vuith seat 61D.3.2 L-Sha ed Sects. The rear � of an L-shaped seat shall be 2 1/2 inches (64 ram) P IN HEIGHT AFF MEASURED TO THE TOP OF THE SEAT LAVATORIES SHALL BE A MINIMUM OF 17" (elevation) (elevation) maximum and the front edge 15 inphes (380 ram) minimum and 16 `notes (405 ram) •C Figure 505.7.2 Handrail Non -GI"°'°` Gross Sector DEEP AND 19" WIDE LAVATORIES SHALL BE PLACED WITH A MINIMUM OF 5 1/2" BETWEEN back wall back wall maximum from the seat wall. The rear edge of the portion of the seat shall be 1 1/2 inches (38 mm) maximum from the wall and the front edge shall be 14 inches (355 mm) •L 505.8 Surfaces. Handrail gripping surfaces and any surfaces adjacent to them shall be free of sharp or abrasive elements and shall hove LAVATORY AND ADJACENT WALL FIXTURE RIM SHALL OCCUR AT MAXIMUM HEIGHT OF 34"AFF side side side side wall We wall wall minimum and m inches m a ram) maximum from the wall. The end of the shall be 22 inches (560 ram) minimum and 23 inches maximum (505 ram) from the main seat wall. rounded edges. 505.9 Fittings. Hondroi4s shall not rotate within their Fittings. WITH HANDICAP STANDARDS). FAUCETS SHALL BE LEVER OPERATED(COMPLY W 610.4 Structural Strength. Allowable stresses shall not be exceeded for materials used when a tome (11ur N) is applied al any on the seat, homing 505.10 Handrail Extensions. Handrail gripping surfaces shall extend beyond and in the some 9 pi n9 direction on of stair flights and romp rune in accordance with 505.10, O EXPOSED HOT PROTECT AGAINST CONTACT THERE SHALL BE NO SHARP OR front wall front wall e) d> vertical or al of up ponds point fastener, mounting device, or supporting structure. 50.5.10.1 Top and Bottom Extension ct Romps. Romp handrails shall extend horizontally above the landing for 12 inches (3D5 mm) minimum beyond the top and bottom of ramp runs. Extensions ABRASIVE SURFACES UNDER LAVATORIES. without seat with seat (plan) (plan) shall return to a wall, guard, or the landing surface, or shall be continuous to the handrail of an adjacent ramp run. U w » n u MOUNTED TO 36"AFF. WATER CLOSETS SHALL BE 30 IN DEPTH AND 17 TO 19 MOUNTED AT 33" Figure 608.5.3 Alternate Roll -In Type Shower Compartment Control Location 12 min 12 min O IN HEIGHT AFF MEASURED TO THE TOP OF THE SEAT LAVATORIES SHALL BE A MINIMUM OF 17" 608.6 Shower Spray Unit and Water. A shower spray unit with a lase 59 inches (1500 mm) ❑ °Os ❑ a DRAWN BY : GVB DEEP AND 19" WIDE LAVATORIES SHALL BE PLACED WITH A MINIMUM OF 5 1/2" BETWEEN long minimum that can be used both spray unit shall) h shower n/ d and es a hon4held shower shall be provided. The shower unit shall hove on on off control with a 5. COLOR OF PLUMBING FIXTURES SHALL BE WHITE non -positive shut-off. 8 an adjustals151eight shower head on a vertical bar is used, the bar shall tinstalled 12VF (49T)maxi um ito ruct the use of grab bars. Slower spray units shall deliver water that CHECKED BY LHA 6 PROVIDEBOLT CAPS FOR ALL WATER CLOSETS. 6DB.7 Thresholds. Thresholds in roll -in type shower compartments shall be 1/2 inch (13 mm) high maximum in accordance with 303. In transfer type shower compartments, thresholds 1/2 Figure 5D5.10.1 Top and Bottom Handrail Extension at Romps 505.10.2 SCALE (13 ram) high maximum shall be beveled, rounded, or vertical. Top Extension al Stairs. At the lop of a stair fright, haMroils shall extend horizonlalhorizontallyinch above the landing for 12 inches (305 mm) minimum beginning directly above the first riser 7. ALL SUPPLY VALVES TO LAVATORIES AND WATER CLOSETS SHALL BE CHROME 608.8 Shower Enclosures. Enclosures for shower compartments shall not obstruct controls, faucets. and shower spray units or obstruct transfer from wheelchairs onto shower sects. nosing. Extensions shall return to a wall, guard, or the landing surface, or shall be continuous to the handrail of on adjacent stair fright. JOB No: GVB-0201 PLATED WITH ESCUTCHEON PLATES (MOUNTED ABOVE WALL BASE). 609 Grab Bars ?0'n x 6D9.1 Generol. Grab bars in toilet facilities and bathing facirdies shall comply with 609. DATE: 02-16-18 8. ALL SUPPLY VALVES TO LAVATORIES AND WATER CLOSETS SHALL BE CHROME 6D9.2 Cram Section. Grab bars shall hoe a cross section complying with 609.2.1 or 6D9.2.2. X PLATED WITH ESCUTCHEON PLATES (MOUNTED ABOVE WALL BASE) 609.2.1 Circular Cross Section. Grob bars with circular cross sections shall have an outside REVISIONS: diameter of 1 1/4 inches (32 mm) minimum and 2 inches (51 mm) maximum. CHAPTER 7: COMMUNICATION ELEMENTS AND FEATURES 9. ALL METAL STUDS AT RESTROOM WALLS SHALL BE 20 GAUGE METAL STUDS 609.3 Spacing. The space between the wall and the grab bar shall be 1 1/2 inches (38 ram). 702 Fire Alarm Systems 702.1 General. Fire alarm systems shall have permanently installed audible and visible storms complying with Nd, X -Veatl Eeplh SUPPORTING WALL -HUNG PLUMBING FIXTURES SHALL BE RIGIDLY CONNECTED AT TOP The space between the grab bar and projecting objects below and at the ends shall be 1 1/2 NFPA 72 (1999 or 2002 edition) (incorporated by reference, see *Referenced Standards in Chapter 1). except that the maximum allowable sound level of audible notification oppronces complying with section Figure 505.10.2 Top Handrail Extension at Stairs Figure 505.10.3 Bottom Handrail Extension at Stairs AND BOTTOM TO PREVENT SIGNIFICANT ROTATION OR DISPLACEMENT, inches (38 mm) minimum. The space between the grab bar and projecting objects above shall be 12 inches (3D5 mm) minimum. 4-3.2.1 of NFPA 72 (1999 edition) shall have a sound level no more than 110 dB at the minimum hearing distance from the audible appliance. In addition, alarms in guest rooms required to provide 505.10.3 Bottom Extension at Stairs. At the bottom of a stair fright, handrails shall extend at the slope of the stair flight for a horizontal distonce at last equal to one tread depth beyond the communication features shall comply with sections 4-3 and 4-4 of NFPA 72 (1999 edition) or sections lost riser nosing. Extension shall return to a wall, guard, or the landing surface, or shall be 10. PROVIDE WOOD BLOCKING FOR THE ATTACHMENT OF ALL ACCESSORIES TO WALL 7.4 and 7.5 of NFPA 72 (2DO2 edition). 703 Signs continuous to the handrail of an adjacent stair flight. CHAPTER 6: PLUMBING ELEMENTS AND FACILITIES 703.1 General. Signs shall comply with 703. Where both visual and tactile characters are required, either 602 Drinking Fountains 11. MOUNTING HIGH OF ALL ACCESSORIES SHALL COMPLY WITH HANDICAP REQUIREMENTS 1i min one sign with both visual and tactile characters, or two separate signs, one with visual, and am with 602.2 Clear Floor Space. Units shall have a clear Door or ground space complying with 3D5 " tactile characters, shall be provided. positioned for a forward approach and centered on the unit Knee and toe clearance complying with 306 shall be provided. 12. ALL RESTROOM WALLS SHALL RECEIVE TWO COATS OF EPDXY PAINT COLOR AS 703.2 Raised Characters. Raised characters shall campy with 703.2 and shall be duplicated in braille complying with 703.3. Raised characters shall be installed in accordance with 7D3.4. EXCEPTION: A parallel approach complying with 305 sholl be permitted at units for children's I SELECTED BY OWNER. (b) projecting objects recessed objects 703.2.1 Depth. Raised characters shall be 1/32 inch (0.8 min) minimum oboe their background. use where the spout is 30 inches (760 mm) maximum above the finish roar or ground and is 3 1/2 inches (90 mm) maximum from the front edge of the unit, including bumpers. 13. PROVIDE RESTROOM TACTILE SIGNAGE AT EACH RESTROOM BEARING THE HANDICAP Figure 609.3 Spacing of Grab Boris 609.4 Position of Grob Bores. Grab bore shall be installed in o horizontal position, 33 inches 703.2.2 Case. Characters shall be uppercase. Style. Characters shall be sans serf. Characters shall not be talk, oblique, script, highly decorative, decorative, a of other unusual forms. 602.3 Operable Parts. Operable parts shall campy with 309. fimr Spout Height. Spout outlets shall be 36 inches (915 ram) maximum oboe the finish floor or ground. SHEET NO.1 (840 mm) minimum and 36 inches (915 mm) maximum above the finish Door measured to 602.5 Spout Location. The spout shall be located 15 inches SYMBOL SIGNAGE MODEL (ADA) MANUFACTURED BY THE SOUTH WELL COMPANY the lop of the gripping surface, except that at water closets for children's nine complying with 703.2.4 Character Proportions. Characters shall be selected from toots where the width of the uppercase Po p (3Bp ram) minimum from the letter •0• is 55 percent minimum and 110 percent maximum of the height of the uppercase letter Y. vertical support and 5 inches (125 mm) maximum from the frond edge of the unit, including 604.9, grab bars shall be installed in a horizontal position 18 inches 455 min minimum and P ( ) 27 inches ram) maximum above the finish floor measured to the of the gripping bumpers. 5125 15 min 14. LIGHT SWITCHES ELECTRICAL RECEPTACLES THERMOSTATS AND OTHER CONTROLS ight of the lower grab ben on the bock wall of a bathtubb s shall campy with surface. Thee height SHALL BE LOCATED WITH OPERABLE COMPONENTS AT 48" MAXIMUM AND 15" MINIMUM 607.4.1.1 or 607.4.2.1. 4 OF AFF IF REACH OVER AN OBSTRUCTION SUCH AS A CABINET OCCURS THE COUNTER HEIGHT SHALL BE A MAXIMUM OF 44" FOR FORWARD APPROACH AND A MAXIMUM OF 46" FOR A PARALLEL Figure 602.5 Drinking Fountain Spout Location ACC-2 APPROACH. NOTE OBSTRUCTIONS MAY NOT EXTEND MORE THAN 25" PANE E-� ISE IMI IMEMEME1 SESE SEI m milp omm.,11 IN t mom:I VLVV MEIN mmirr. "ME ELECTRICAL PLAN SCALE: 1/r _ V-0" ELECTRICAL PLAN - LOFT SCALE: 1/4- - V-0- z o �. Z ww 00 J LL > zw Vim~ w z U L-! Q z wWm Jew z > F- ry 0 L z JQ Q S cn z w <c W = Q � U C3 o� LJ g�� _ a J w J W i SEAL: �v G H A Nc �%CENS 1 / N 0063 so-z -is )3 STATE OF �T "ZOR IMP AS'N NA L ECG\ i W .v, Q) O G p O . — Ln N cM a)U) 0 � U)J U LO c N E m U) c L0 -� � � — 00 0 N ~ LL Lo N 00 O 0 U W 0 w a DRAWN BY : GVB CHECKED BY : LHA SCALE JOB No: GVB-02( DATE: 02-16-1 REVISIONS: E-1 TYPE: SQD-NQOD PANEL „A„ MAIN BUS: 200A SERVICE: 120/208 V, 10, 3 WIRE NEUTRAL: FULL MOUNTING: SURFACE MAINS: MCB POLES: 42 A.I.0 22 OOOA DEM K.V.A NO DEM K.V.A TRIP POLE CON DUIT WIRE REMARKS CKT NO CKT NO REMARKS WIRE CON- DUIT TRIP POLE 0 DEM .V.A DEM K.V.A 13,40 70-2 1" 6 ACCU-1 1 2 AHU-1 p 6 Y2" 60-2 11.52 3 H 4 5.54 30-2 3/4" 10 AHU-2 5 6 ACCU-2 10 3/4 25-2 4.8 7 8 1.2 20-1 Yz, 12 FRONT OFF. LTS & REC 9 1 10 12 Yz" 20-1 1.08 11 12 SANCTUARY RECEPTACLES 12 Yz" 20-1 1.08 0.540 20-1 Y2„ 12 COPY MACHINE 13 14 SANCTUARY LIGHTS 12 Y" 20-1 1.08 15 16 ADMIN RM LTS & REC 12 Y2" 20-1 1.08 17 18 ACCU-5 8 3/a" 35-2 3.9 19 21 22 AHU-5 6 %a" 50-2 7.68 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 18.94 1 1.74 4.32 26.9 TOTAL CONNECTED LOAD = 41.32 KVA TOTAL SERVICE LOAD 32.68 KVA IL = 32,680 $ 240 = 136.16 A EXISTING SERVICE IS ADEQUATE EXISTING SERVICE IS 120/20 1200 AMPS, #0, 6OhZ,. EXISTING GROUNDING TO REMAIN. TYPE: SOD-NQOD PANEL "B" MAIN BUS: 150 A SERVICE: 120/208 V, 10, 3 WIRE NEUTRAL: FULL MOUNTING: SURFACE MAINS: MCB POLES: 20 A.I.0 22 OOOA DEM NO DEM TRIP CON WIRE REMARKS CKT CKT REMARKS WIRE CON- TRIP 40 DEM DEM K.V.A K.V.A POLE DUIT NO NO DUIT POLE .V.A K.V.A 7.68 40-2 Y2„ 8 AHU-2 1 2 REAR ROOM LTS & REC 12 Y2" 20-1 0.900 3 4 EXIT LTS 12 Y2" 20-1 0.4 4.5 30-2 1'2" 10 ACCU-2 5 6 BREAKRM LTS & REC 12 Y2" 20-1 1.08 7 8 FRONT OFFICE 12 Y2" 20-1 1.08 4.2 30-2 Yz, 10 IWH 9 10 BATHROOM GFI 12 Y2" 20-1 1.08 11 12 EWC GFI 12 Y2" 20-1 1.08 13 14 15 16 17 18 19 21 22 23 24 25 26 27 28 29 30 ,- 31 32 ' 33 34 ' 35 36 37 38 39 40 ' 41 42 12.18 4.2 5.62 - TOTAL CONNECTED LOAD = 22.0 KVA WPGFI TOTAL SERVICE LOAD = 17.5 KVA 1 L = 17500 $ 240 72.92 A 12x12x12' NEMA -1 GUTTER (PROVIDING TOTAL OF 11 SERVICES) (3) 3/0 & 1#4 GROUND IN 2" CONDUIT 2001A 101 D O A I O (3) 3/0 & 1#4 GROUND IN 2" CONDUIT DP-1 DP-1 200 A 200 A i PANEL A 200 A MCB 208/240X=V, 10, 60Hz PANEL F3 200 A MCB 208/240X=V, 10, 60Hz RISER DIAGRAM N TS (3) 1/0 & 1#4 GROUND IN 2" CONDUIT (3) 1/0 & 1#4 GROUND IN 2" CONDUIT SEAL: E 0 O z 't O 0c O �t T cD U Ln z F- 0 Lu r n :::) r) .. J J wow z o J w JQ _�2 -�8 z Of z Q wQ J = o = a CD �U C) 0) � of = v w J n J w 0 M x 'G H A c * 10-25-18 STATE OF "ZOR IMP S'NNA L ECG U) W U) > L O .� 6 O `� _�e `) m U) U) c N M �' 0CI- V C U co A. -A U� N �- CON CL LL Lf) N CO O 0 V W O a DRAWN BY : GVB CHECKED BY : LHA SCALE JOB No: GVB-020 DATE: 02-16-1 f REVISIONS: SHEET NO.1 OF E-2 WATER PIPING NOTES: 1. ALL WATER PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE, STATE AND LOCAL ORDINANCES. 2. PLUMBING CONTRACTOR SHALL PAY ALL FEES, INSPECTION AND CONNECTION CHARGES REQUIRED. 3. PLUMBING CONTRACTOR SHALL GUARANTEE ALL WORK FREE OF DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE, 4. SUBMIT SHOP DRAWINGS TO ARCHITECT FOR APPROVAL OF ALL EQUIPMENT, MATERIALS AND LAYOUTS PRIOR TO INSTALLATION. 5. OFFSET PIPING AS REQUIRED TO CLEAR BUILDING STRUCTURE, DUCTWORK, ETC. AS REQUIRED BY FIELD CONDITIONS. COORDINATE WITH ALL EXISTING AND NEW WORK. 6. PLUMBING CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS AND DIMENSIONS AT JOB SITE PRIOR TO FABRICATION AND INSTALLATION OF MATERIALS AND EQUIPMENT. 7. COORDINATE WORK WITH OTHER TRADES. 8. FURNISH AND INSTALL ALL PLUMBING FIXTURES. 9. EACH PLUMBING FIXTURE SHALL BE PROVIDED WITH AIR CHAMBERS AS PER F.B.C. 10. WHEREVER DISSIMILAR METALS ARE TO BE JOINED, A DIELECTRIC FITTING SHALL BE PROVIDED TO CONNECT BOTH TYPES OF PIPES. 11. PROVIDE ALL WATER PIPING 12. HOT & COLD WATER PIPING ABOVE FLOOR OR BELOW SLAB WITHIN BUILDING WALLS SHALL BE TYPE "L" COPPHER TUBING, HARD DRAWN ABOVE GROUND, SOFT ANNEALED BELOW GROUND. ALL WATER PIPING BELOW GROUND UNDER CONCRETE SLAB SHALL BE ENCASED IN A 4" PVC SCHEDULE 40 PIPE CASING AS PER "FBC" REQUIREMENTS. JOINTS SHALL BE MADE ON ALL COPPER PIPE ABOVE GROUND WITH 95/5 SOLDER. COLD WATER PIPES OUTSIDE THE BUILDING SHALL BE TYPE "L" COPPER PIPE HARD DRAWN. TYPE "L" COPPER FOR 2" AND UNDER, TYPE "K" COPPER FOR 2" & ABOVE. NO FITTINGS SHALL BE INSTALLED IN ALL UNDERGROUND WATER PIPING. AT OWNER'S OPTION, PVC SCHEDULE 40 WEIGHT PIPING & FITTINGS COULD BE SUBSTITUTED FOR ALL WATER PIPING & FITTINGS AND USED IN ACCORDANCE WITH THE "FBC". 13. PROVIDE ANTI -SCALD VALVES AT ALL SHOWERS SANITARY PIPING NOTES: 1. ALL SANITARY PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE, STATE AND LOCAL ORDINANCES. 2. PLUMBING CONTRACTOR SHALL PAY ALL FEES, INSPECTION AND CONNECTION CHARGES REQUIRED. 3. PLUMBING CONTRACTOR SHALL GUARANTEE ALL WORK FREE OF DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE. 4. SUBMIT SHOP DRAWINGS TO ARCHITECT FOR APPROVAL OF ALL EQUIPMENT, MATERIALS AND LAYOUTS PRIOR TO INSTALLATION. 5. OFFSET PIPING AS REQUIRED TO CLEAR BUILDING STRUCTURE, DUCTWORK, ETC. AS REQUIRED BY FIELD CONDITIONS. COORDINATE WITH ALL EXISTING AND NEW WORK. 6, PLUMBING CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS AND DIMENSIONS AT JOB SITE PRIOR TO FABRICATION AND INSTALLATION OF MATERIALS AND EQUIPMENT. 7. COORDINATE WORK WITH OTHER TRADES. 8. FURNISH AND INSTALL PLUMBING FIXTURES. 9. PROVIDE STOP VALVES FOR EACH FIXTURE. 10. WHEREVER DISSIMILAR METALS ARE TO BE JOINED, A DIELECTRIC FITTING SHALL BE PROVIDED TO CONNECT BOTH TYPES OF PIPES. 11. PROVIDE SANITARY PIPING. 12. CAN BE STANDARD WEIGHT BELL & SPIGOT CAST IRON, COATED WITH TAR PITCH WITH LEAD & OKUM JOINTS OR NEOPRENE SEALS, OR CAST IN ACCORDANCE WITH THE "FBC". SANITARY & VENT PIPING ABOVE FLOOR SLAB WITHIN BUILDING WALLS CAN BE CAST IRON NO HUB PIPING & FITTINGS OR PVC SCHEDULE 40 PIPING & FITTINGS. IN ACCORDANCE WITH THE "FBC". 13. ALL LAUNDRY ROOM EQUIPMENT SHALL BE INSTALLED ABOVE BASE FLOOD ELEVATION EX. 4" SAN EX. 2" CV 1}" SAN INSTALL TITAN SCR N42 IWH HEATER ,/-- )"H&CW MS 2" V, 2" SAN WC 3" SA - EX°CW (FIXTURES ARE EXISTING TO IEX i"CW REMAIN W/ I I EXCEPTION OF 1 I I EX J"CW REMOVED WC) EX Ti"CW }"HW S NCw 1j" SAN-�� "CW 4L1Y1J 11 2" SAN A, 1` 1}" SAN ° j UR j"Hw -AV °CW II 2" SAN (RESTROOM IS EXISTING TO REMAIN) WG € 3" SAN j"Cw 2" V HI-LO EWH J"CW 1j" SAN II II II L F7- -- I� I� zp 1 Z w , �, W> CD LO i�=j CD zo Z z� Q wWm Eaw _j > Of = z=� �aE` U 0 F- 0 _ (n z LLI r^ 00 n C) U EX 4" SAN PLUMBING SCAM IAC - 1"-O' PLAN J w SEAL: X\ GH ANc CEN F f f o. 00 84 � 1.0-25-18 STATE OF 4 O� FtORIDP' 0NAL ECG\ nu�i W .L__ +•+ U) O G O M a - a) (� co L a) > `` U U _ W V ) — M IL, +r L ` 00 a- ~ LL Lo N 00 L O W 13- DRAWN BY : GVf CHECKED BY : LH) SCALE JOB No: GVB- DATE: 02-1 REVISIONS: SHEET NO.1 OF P-1 EX. HUI\ C LG VL H.V.A.C. PLAN scma ,/r _ -o• 9�, 24x24 CD 50 CFM AUDIO I O STORAGE EXISTING EQUIPMENT UNIT AREA DESCRIPTION AHU-2 LOBBY MODEL BA3024SKB1 (2 TON) AHU-3 BUSINESS MODEL FB4ANF036 (3 TON) AHU-4 SANCTUARY (7 TON) CALCULATED LOADS UNIT DESCRIPTION AHU-2 54.7 MBTU TOTAL, 36.4 MBTU SENS AHU-3 30.4 MBTU TOTAL, 22.4 SENSIBLE AHU-4 119 MBTU TOTAL, 70.8 MBTU SENSI INSTALL NEW 5 TON SYSTEM 0 SERVE SANCTUARY AND LOBBY E 0 U O z O CO co O _I LLJ w? �z w c° (� Zcy-o gym- I Uj wwm W z 0 J?- Q = w H f J C� w U' Z Oc�n JQ =U� Q 7- 0 V) W Q J S bi rl 0 = Q C� U (j M LL- co� O g�� _ rn E J Li E w n 0 a A:f.11m �JGH Arc �ICEN F � / .00984 * 10-1 -18 � STATE OF � °(OR IMP' �SS"ONA L ENG 91, 2424 CD 300 CFM n' W _ VJ AUDIO VIDEO LOFT L C Q G Q _0 /� -a V J ^^� u J Mt lamco u , co LO n N O E 00 a H . V. A. C. PLAN - LOFT IL n SCALE: I/e - f -0 CO 0 H U W KEYED NOTES: DRAWN BY : GVB 1 8" LIQUID 8 7f' SUCTION LINES UP THRU ROOF TO CHECKED BY LHA ACCU-5ABOVE. INSULATE SUCTION LINE WITHT" INCH ARMAFLEX SCALE : 2 4" PVC CONDENSATE LINE IN CEILING. SLEEVE THRU EXTERIOR WALL AND DOWN WAL IN LINE COVER AND UNDERGROUND TO DRYWELL. INSULATE EXPOSED LINE IN CEILING JOB No: GVB-021 3 10XIO CA DUCT UP THRU B RDSCREEN 8 BACKDRAFTO DAMPER OF TO O(4443 CFM)OFCAP , DATE: 02-16—' REVISIONS: SHEET NO.1 OF EXHAUST FAN SCHEDULE PLAN MODEL TYPE CFM STATIC FAN MOTOR VOLT/ DRIVE FAN ACCESSORIES REMARKS RPM HP MARK N0. PRESS. RPM PHASE TYPE SERVICE EF-1 SP-A70 CEILING 50 0.20 850 850 2OW 115/1 DIRECT PASTOR'S RESTROOM 1, 5, 7, 10, 11 SWITCHED WITH LGHTS EF-2 SP-A70 CEILING 50 0.20 850 850 20W 115/1 DIRECT UNISEX RESTROOM 1, 5, 7, 10 SWITCHED WITH LIGHTS EF-3 SP-A50 CEILING 30 0.20 700 700 18W 115/1 DIRECT JANITOR'S CLOSET 1, 5, 7, 10 INTERLOCKED WITH AHU-3 EF-4 EF-5 EF-6 NOTES: 1. MODEL NUMBERS AND FAN SELECTION ARE BASED ON GREENHECK ACCESSORIES: 1) BACKDRAFT DAMPER 8)INLET SCREEN 15) WEATHER COVER 22) HINGED FRAMES 2) THERMOSTAT 9) CURB MOUNT ROOF JACK 16) 2 SPEED / 1 WINDING 23) SPARK/EXPLOSION PROOF 3) BIRDSCREEN 10) SPEED CONTROLLER 17) FILTERS 4) ROOF CURB 11) WALL SHUTTER 18) WALL COLLAR 5) DISCONNECT SWITCH 12) VIBRATION ISOLATORS 19) FAN GUARD/SCREEN 6) DRAIN 13) WALL CAP 20) COMPANION FLANGES 7) EQUIPMENT SUPPORTS 14) WALL SHUTTER - MOTORIZED 21) INSULATED HOUSING FOR SOUND CONTROL AIR HANDLING UNIT SCHEDULE (DX SPLIT) PLAN MARK MODEL AND MANUFACTURER COND. UNIT PLAN MARK OUTSIDE AIR CFM TOTAL AIR CFM EXT. S.P. COOLING CAPACITY ELECTRICAL DATA TOT. MBH SENS. MBH LVG DB LVG WB ENT. DB ENT. WB HEATING KW/STEPS FAN MCA MOCP VOLT/ PHASE H.P. FLA AHU-2 RHIT-6024STAN ACCU-2 442 2025 0.6 59.2 80.0 58.0 57.1 81.3 69.5 3.6/1 1 6.0 30 35 240/1 NOTES: 1. BASIS OF DESIGN: RHEEM 2. AIR HANDLING UNIT AND ASSOCIATED EXHAUST FAN SHALL SHUT DOWN UPON FIRE ALARM SIGNAL, DUCT PRODUCTS OF COMBUSTION OR MANUAL ACTUATION OF AHU OR EXHAUST STARTER TO "OFF" POSITION. 3. PROVIDE WITH 30% EFFICIENCY FILTERS IN COMPLIANCE WITH ASHRAE STANDARD 52-76 4. HEAD PRESSURE CONTROLLER FOR OPERATION IN AMBIENT TEMPERATURES DOWN TO 301= 5. PROVIDE SINGLE POINT ELECTRICAL CONNECTION. STARTER, RELAY, HEATING ELEMENT AND CONTROLS TO 6. AMBIENT DESIGN TEMP IS 95'F. SMOKE DETECTOR SENSING BE PART OF PACKAGED UNIT. AIR COOLED CONDENSING UNIT PLAN MODEL NO. COOLING CAPACITY SCHEDULE ELECTRICAL DATA SYSTEM MARK MIN MBH AMB. TEMP REF. TEMP REF. TEMP COMPRESSOR N0. RLA(EA) LRA(EA) COND. FANS NO. FLA(EA HP(EA) MCA MAX FUSE VOLT/ PHASE (S)EER ACCU-1 A RHEEM RA14-060 59 91 45 R-410a 1 23.7 109 1 1 1 1 /2 : 31 50 230/1 15 1 1/2. NOTES 1. MODEL NUMBERS AND SELECTIONS ARE BASED ON RHEEM 2. REFRIGERANT PIPING SIZED BASED ON USING LONG RADIUS ELBOWS EXCEPT FOR SUCTION 3. REFRIGERANT PIPE SIZES AS PER MANUFACTURER'S RECOMMENDATION LINE TRAP AT CONDENSING UNIT AIR BALANCE TABLE MEMEME ® mmmm _----- _...-- _...-- HVAC Dr --SIGN CHART HVAC DESIGN REQUIRES: YES NO DUCT SMOKE DETECTOR FIRE DAMPER(S) SMOKE DAMPER(S) FIRE RATED ENCLOSURE FIRE RATED ROOF/FLOOR FIRE RATED CEILING ASSEMBLY FIRE STOPPING SMOKE CONTROL LOW VELOCITY SUPPLY AIR VENTILATION CALC. SEE ATTACHED HEAT LOAD CALCS FOR OUTSIDE AIR CALCULATIONS EF-1 - LADIES RESTROOM (2) WC 050 CFM EA = 100 CFM EF-2 - MEN'S RESTROOM (1) WC 0 70 CFM = 50 CFM 1 UR 0 50 CFM = 50 CFM TOTAL CA = 100 CFM EF-2 - PASTOR'S BATHROOM (1) WC 0 50 CFM = 50 CFM EF-2 - JANITOR'S CLOSET AREA = 12 SF HEIGHT = 12 FT VOLUME = 12X12=144 SF 0 1 AIRCHANGE IN 3 MINS CFM = 144/3 = 48 CFM E PLENUM R-6 INSULATION 12• DIAMETER o e e e CONCRETE PERFORATm AL DRAINAGE OR CLAY e e e TT DUCT DEALER I&TTAPE PIPE WITHOUT COVER • �� e FlLLED WI1H 3�4• CRUSHED ROCK e Z• NSULATED FLEX. DUCT o eE EENSA CCSE R-6 INSULATION e DRAIN LINE 24' e FROM BUlDWG e �e • e e vex LM % SEAL JOINT WITH _ DUCT SEALER & TAPE. DRY WELL DETAIL N.T.S. DIFFUSER LEXIBLE DUCT CONN. DE SPRING & NEOPRENE TYPE VIBRATION ISOLATORS TYP. 3/8" HANGING RODS (TREADED) COORDINATE W/ STRUCTURAL ENGINER AND OR ARCH. ON HOW TO FASTEN TO STRUCTURE MOUNTING. CLIPS OR UNITS CONNECTION TO SUPPORT RODS AS RECOMMENDED BY MFG. ELECTRIC HEAT ASSEMBLY FLEXIBLE DUCT CONNECTOR TRANSITION AS REQ'D RETURN AIR DUCTWORK OUTSIDE AIR DUCT W/ OPPOSED BLADE DAMPER (TYP.) FILTER & RACK ASSEMBLY 1" GALV. DRAIN PAN STRAPPED TO A.H.U. INSULATED CONDENSATE DRAIN AND TRAP (SEE PLUMB. FOR CONTINUATION) SUPPLY ~�- REFRIGERANT LINES TO AIR DUCT CONDENSING UNITS INSULATE SUCTION LINE SMOKE DETECTOR IN SUPPLY AIR DUCT AS REQUIRED fig•. AUX. DRAIN (SEE PLUMB. TRANSITION AS REQUIRED FOR CONTINUATION) PROVIDE 24" SERVICE CLEARANCE AIR HANDING UNIT FOR ALL ACCESS PANELS AHU HANGING DETAIL NTS PERFORATED CAP. C.O. PLUG r UNION � 1 1/4 BEND DEEP 3• TRAP SEAL TO DRAIN L RETURN BEND FOR CONT. WITH C.O. SEE FUR. PLAN LA-H.U. CONDENSATE DRAIN CONNECTION CONDENSATE DRAIN DETAIL TYPICAL HANGING STRAP & SADDLE HANGING DETAIL. TYPICAL 'Z' BAR & WIRE DUCT HANGING DETAIL 'PICAL CHANNEL &STRAP DUCT HANGING DETAIL METHODS OF HANGING DUCT DETAIL NTS TYPICAL ON ALL CORNER TYPICAL DUCTWORK OUTSIDE AIR ROOF JACK DETAIL ELBOW TUNING VANE NTS NTS ADJUSTABLE METAL ROD OR LINKAGE HVAC GENERAL NOTES 1. GENERAL A. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE AND WITH ALL APPLICABLE REGULATIONS. B. DRAWINGS: REFER TO ALL DRAWINGS FOR COORDINATION OF THE HVAC WORK. C. ARRANGE AND PAY FOR ALL PERMITS LICENSES, INSPEC11ONS AND TESTS. OBTAIN THE REQUIRED CERTIFICATES AND PRESENT TO OWNER. D. GUARANTEE: THE COMPLETED INSTALLATION SHALL BE FULLY GUARANTEED AGAINST DEFECTIVE MATERIALS AND/OR IMPROPER WORKMANSHIP FOR A MINIMUM Oq ONE YEAR FOR MATERIAL AND LABOR. ALL COMPRESSORS SHALL BE qUARANTEED FOR 5 YEARS MINIMUM. 2. SHOP DRAWINGS: CONTRACTORS SHALL SUBMIT FOR APPROVAL, WITHIN 30 DAYS AFTER SIGNING CONTRACT, A MINIMUM OF FIVE COPIES OF FULLY DESCRIPTIVE LITERATURE, INCLUDING BUT NOT LIMITED TO: AIR CONDITIONING UNITS, FANS AND AIR OUTLETS. NO WORK SHALL PROCEED WITHOUT APPROVAL OF THESE SUBMITTALS. 3. DESIGN PARAMETERS: A. INDOOR DESIGN TEMPERATURE SUMMER): 78F DB B. INDOOR DESIGN TEMPERATURE (WINTER): 72F DB 4. ALL THERMOSTATS SHALL HAVE HEATING MODE MAXIMUM SETTING OF 75 F, AND COOLING MODE MINIMUM SETTING OF 70 F. THE THERMOSTAT SHALL BE ARRANGED TO PREVENT THE SIMULTANEOUS OPERATION OF HEATING AND COOLING. 5. ELECTRICAL CONTROLS AND POWER WIRING: UNDER ELECTRICAL CONTRACT. 6. EQUIPMENT SPECIFIED BY MANUFACTURER'S NUMBER SHALL INCLUDE ALL ACCESSORIES, CONTROLS, ETC., LISTED IN THE CATALOG AS STANDARD WITH THE EQUIPMENT. OPTIONAL OR ADDITIONAL ACCESSORIES SHALL BE FURNISHED AS SPECIFIED. 7. MATERIALS: A. REFRIGERANT PIPING: SHALL BE TYPE L SOFT DRAWN, COPPER TUBING, DEHYDRATED FOR REFRIGERANT USE. SIZED AS SHOWN ON DRAWINGS OR AS PER AIR CONDITIONING EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. B. INSULATION: REFRIGERANT SUCTION PIPING AND CONDENSATE PIPES SHALL BE INSULATED WITH 3/4- THICK FOAMED PLASTIC INSULATION, FIRE RETARDANT TYPE. INSULATION SHALL BE INSTALLED IN PIPING BEFORE ASSEMBLY. NO SPLIT INSULATION WILL BE ACCEPTABLE. SEAL JOINTS WITH MANUFACTURER'S APPROVED ADHESIVE AND GREY TAPE. C. DUCTWORK: A. ALL SUPPLY AIR DUCTWORK SHALL BE ROUND GALVANISED SHEET METAL OR ALUMINUM DUCT NOT LIGHTER THAN 24 GAGE, FABRICATED AND INSTALLED AS PER LATEST EDITION SMACNA "METAL DUCT MANUAL". R-6.0 MIN. B. ALL OUTDOOR AND EXHAUST AIR DUCTWORK SHALL BE GALVANIZED SHEET METAL OR ALUMINUM DUCT NOT LIGHTER THAN 24 GAGE. C. ALL DUCT DIMENSIONS ARE CLEAR INSIDE DIMENSIONS. D. FLEXIBLE INSULATED DUCTWORK WITH 1-1/2" THICK FIBERGLASS INSULATION WITH FRK VAPOR BARRIER. R-6.0 MIN. 8. CONTROLS: AIR CONDI1ONING UNITS SHALL BE STARTED AND STOPPED THRU INDIVIDUAL PROGRAMMABLE THERMOSTAT. INDIVIDUAL THERMOSTATS SHALL START/STOP FANS AND ACTIVATE COOLING/HEATING SYSTEMS AS SELECTED. 9. TEST AND BALANCE: CONTRACTOR SHALL TEST AND BALANCE ALL VENTILATION AND AIR CONDITIONING SYSTEMS. SUBMIT FOUR COPIES OF TEST AND BALANCE REPORT, TO OWNER FOR APPROVAL. 9. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID ANY INTERFERENCES THAT MAY DELAY PROGRESS OF CONSTRUCTION. CONTRACTOR SHALL INSTALL ALL NECESSARY OFFSETS, BENDS, AND TRANSITIONS REQUIRED TO PROVIDE A COMPLETE SYSTEM AT NO ADDITIONAL COST TO OWNER. VOLUME EXTRACTOR VOLUME EXTRACTOR DETAIL NTS -Av-30MAIN SUPPLY DUCT -�-]► 1/4. 4• MIN _ VOLUME DAMPER w- BRANCH DUCT I BRANCH DUCT TAKE -OFF DETAIL NTS HVAC SYMBOLS GENERAL O THERMOSTAT CFM CUBIC FEET PER MINUTE AHU AIR HANDLING UNIT CU CONDENSING UNIT Rs REFRIGERANT SUCTION PIPING RL REFRIGERANT LIQUID PIPING CD CONDENSATE PIPING DUCT WITH TURNING VANES TAP -OFF DUCT WITH AIR SCOOPER I� TAP -OFF DUCT u�o WITH VOLUME DAMPER 40asNo, INSULATED FLEXIBLE • • DUCT ® SUPPLY AIR DIFFUSER RETURN AIR DIFFUSER J VOLUME DAMPER OCABINET CEILING EXHAUST FAN - - - CONDENSATE DRAIN LINES AIR DISTRIBUTION CEILING DIFFUSER WITH OBD O ALL ALUMINUM MODEL 250AA MFR: TITUS RETURN AIR B O TRANSFER GRILLES ALL ALUMINUM MODEL 4FL Z I- Z Ir w o F_ � J LJ > � 0 0 Lnzw CO 4;z Zaf o m Z (� M o LLI Q wwm Lo ��w z = Q z w J J C3 Z�= O~ N wQ Q = cn z O�Z w Q _ LLJ � o = ¢ =)U U D :D 00 w J elf w _j Q_ J w SEAL: V J .U) � O cc� G _0 ^^,,CN W Lo o N in L a� • �`y d- a > U LCL � d �u, cu +� co ryy 0- - LL CO O O H V LL1 DRAWN BY : GVE CHECKED BY : LH/ SCALE JOB No: GVB- DATE: 02-1 REVISIONS: SHEET NO.1 OF M=2 NTS r 2.50 1 0.125 0.130 3 � o.1sa I — 1.375 I-- 1Q RAIL O-BEAWD 6061-T6 ALUM. ALLOY HALF SCALE 0.0650 01.7500 ® ROUND TUBING 6061-T6 ALUM. ALLOY HALF SCALE i 0 0 vv r, Y I-- 1,9300 0.0500 I 1.3000 © RECT. TUBING 6061-T6 ALUM. ALLOY HALF SCALE EQUIPMENT HOUSING , 2"x2"xO.93"X2" 6063-T6 ALUM. ANGLE W/ 2 #14 S.S. TEK SCREWS EACH LEG. fASTEN TO EQUIPMENT HOUSING FRAME. MIN 4 PER UNIT AT EACH CORNER. ISOLATOR PAD BEYOND. MIN 4 PER UNIT "I" -BEAM O CONDENSING UNIT 28' t N R0.8750 0.1650 0.5600 }�I 1.1200 1/4 - 20 x 1/2" L S.S. SET SCREW 0.5700 _ 0.2000 14300 l2-.0100 3Q C-CHANNEL 6005-T5 ALUM. ALLOY HALF SCALE 5� BASE PLATE 6061-T6 ALUM. ALLOY HALF SCALE ROUND TUBING BASE PLATE 5.0000 FILLET WELD ALL ROUND o/0 KAWL LUK/cULf SLEEVE ANCHOR W/ 1-5/8" MIN EMBEDMENT IN CONCRETE AND 3" MIN EDGE DISTANCE. 4 ANCHORS PER PLATE. Kel'LlI!i*�lICj ►1�:a�c� A CONDENSER UNIT ROOF MOUNTING DETAIL E 0 U O Z O _ I-- d � 0 T J w? �zw �— c° o Z I— Z 0 EC �! t wwLO m Lew z J 7 I Q = LLJ 0 J L 0oN Q = � 0YZ LLI Q J = w o= Q �UU 5 po �� 0 m n LJ = rn v J I a- w a .J LJ 0 n a SEAL: !! �V W VJ a) L _0 CO ''^^Lf) V J Ln a •� n m co Q% j 0 —0CI- s= U Ln co CCY c M ` V_ -� cu }+co V ~ LCO N O O r U Lu 7 0 d DRAWN BY : GVB CHECKED BY : LHA SCALE JOB No: GVB-0201 DATE: 02-16-1 REVISIONS: SHEET N0.1 OF M=3