The URL can be used to link to this page

Home My WebLink AboutUS 301 and Eiland BlvdQ DRAWING INDEX ARCHITECTURAL CS COVER SHEET Al FLOOR PLAN A2 REFLECTED CEILING PLAN A3 ROOF PLAN A3.1 ROOF DETAILS A4 EXTERIOR ELEVATIONS A4.1 EXTERIOR ELEVATIONS A5 BUILDING SECTIONS A6 WALL SECTIONS AND DETAILS A6.1 WALL SECTIONS AND DETAILS A6.2 WALL SECTIONS AND DETAILS A7 EXTERIOR DETAILS A8 INTERIOR ELEVATIONS A8.1 INTERIOR ELEVATIONS A8.2 INTERIOR ELEVATIONS A9 INTERIOR DETAILS JURISDICTION ARCHITECTURAL (CONT. A9.1 INTERIOR DETAILS A10 TRASH COMPOUND All ARCHITECTURAL HARDSCAPE PLAN ADAI ADA REQUIREMENTS EQ EQUIPMENT PLAN EQ2 TYPICAL EQUIPMENT DETAILS Gl GRAPHICS PLAN AND ELEVATIONS LS LIFE SAFETY PLAN CITY OF ZEPHYRHILLS 5335 8TH STREET ZEPHYRHILLS, FL 33542 (813)780-0020 Attn: Jackie CODE INFORMATION BUILDING FBC 5TH EDITION (2014) OCCUPANCY CLASSIFICATION (SECTION 309): PLUMBING FBC 5TH EDITION (2014) M - MERCANTILE MECHANICAL FBC 5TH EDITION (2014) CONSTRUCTION TYPE (SECTION 602.5): V-B ELECTRICAL 2011 NEC UNSPRINKLERED ENERGY FBC 5TH EDITION (2014) FIRE EXTINGUISHERS WILL BE PROVIDED BY THE OWNER IN ACCORDANCE WITH NFPA10. FINAL FIRE FIRE PREVENTION FFPC 5TH EDITION (2014) EXTINGUISHER TYPE AND LOCATIONS TO BE APPROVED BY THE FIRE OFFICIAL PRIOR TO ACCESSIBILITY FBC 5TH EDITION (2014) OCCUPANCY. TABLE 601 FIRE RESISTANCE RATING REQUIRED PROVIDED STRUCTURAL FRAME 0 HR 0 HR EXTERIOR BEARING WALLS 0 HR 0 HR EXTERIOR NON -BEARING WALLS 0 HR 0 HR INTERIOR BEARING WALLS 0 HR 0 HR INTERIOR NON -BEARING WALLS 0 HR 0 HR ROOF CONSTRUCTION 0 HR 0 HR CORRIDORS 0 HR 0 HR COLUMNS 0 HR 0 HR BUILDING AREA AND OCCUPANT LOAD CALCULATIONS OCCUPANT ALLOWABLE PROVIDED SF/PERSON LOAD INTERIOR, MERCANTILE SPACES (GROUP M): 4,559 SF 30/200 152 INTERIOR, ACCESSORY SPACES (GROUP B / GROUP S-2): 1,077 SF 100/300 4 TOTAL FOR BUILDING - UNDER A/C (TABLE 503): 5,636 SF 156 EXTERIOR, SEATING AREA - 24 SEATS (303.1.1): 825 SF 24 EXTERIOR, AREA UNDER OVERHANG: 61 SF 0 TOTAL GROSS AREA: 9000 SF 6522 SF OCCUPANCY LOAD (TABLE 1004.1.2) 180 BUILDING HEIGHT (TABLE 503): 40' 0" 33' 4" T.0 R. PLUMBING FIXTURE DATA (TABLE 403.1) REQUIRED PROVIDED WATER CLOSET/URINALS (1 PER 500 EA. M & F) 1 EA. M & F 3M & 2F LAVATORIES (1 PER 750 EA. M & F) 1 EA. M & F 2M & 2F DRINKING FOUNTAINS (1 PER 1,000) 1 HI-LO 1 HI-LO STATEWIDE PRODUCT APPROVAL SUBMITTAL MANUFACTURER ATAS —}' JAMES HARDIE PRODUCT CATEGORY ROOFING _ PANEL WALLS APPROVAL NUMBER / SEQ # MRD-042009 FL10477.1; NOA 15-0122.03 _ _PRODUCT MODEL # OR NAME DUTCH SEAM _ ARTISAN LAP SIDING JOHNS MANVILLE ROOFING J9340.10.08-R1 FL11475-R1 TPO SINGLE PLY KAWNEER WINDOWS AND ENTRANCE DOORS NOA 14-0811.22 _ TRIFAB 451 W/ ENTRANCE DOOR N.I, BORAL STONE PANEL WALLS 100378.07.05-R3, FL#15047 ADHERED MANSONRY VENEER STRUCTURAL S1 DESIGN CRITERIA AND NOTES S1.1 GENERAL INFORMATION S2 FOUNDATION PLAN AND NOTES S3 FOUNDATION DETAILS S4 LOW FRAMING PLAN AND DETAILS S4.1 ROOF FRAMING PLAN AND NOTES S4.2 HIGH FRAMING PLAN S5 FRAMING DETAILS S5.1 FRAMING DETAILS S6 ELEVATIONS S7 WALL SECTIONS S8 3D VIEWS S9 MONITOR SUPPORT FRAMING MECHANICAL M1 HVAC FLOOR PLAN M2 HVAC ROOF PLAN M3 HVAC SCHEDULES, NOTES AND DETAILS PLUMBING P1 WASTE PIPING PLAN P2 WATER PIPING PLAN P3 PLUMBING ROOF PLAN P4 RISER DIAGRAMS P5 PLUMBING SCHEDULE & DETAILS ABBREVIATION LEGEND GENERAL ABBREVIATIONS ABBR DEFINITION AB ANCHOR BOLT ABB_IR _ DEFINITION _ LONG LEG VERTICAL ACP ACOUSTICAL CEILING PANEL _LLV LONG _ LONGITUDINAL AFF ABOVE FINISHED FLOOR MAX MAXIMUM AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION MECH MECHANICAL ARCH ARCHITECTURAL MFR _ MANUFACTURER ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS MIN MINIMUM MISC MISCELLANEOUS AWS AMERICAN WELDING SOCIETY MO MASONRY OPENING BFF BELOW FINISHED FLOOR MTL METAL BL BLOCK LINTEL MR MOISTURE RESISTANT BO BOTTOM OF NO NUMBER BOS BOTTOM OF STEEL NS NEAR SIDE BRG BEARING NTS NOT TO SCALE CJ CONTROL JOINT OC ON CENTER CL CENTERLINE OD OUTSIDE DIAMETER CLR CLEAR OH OPPOSITE HAND CMU CONCRETE MASONRY UNIT PAF POWDER ACTUATED FASTENER COL COLUMN PCF POUNDS PER CUBIC FOOT CONC CONCRETE PLAM PLASTIC LAMINATE CONST CONSTRUCTION PL PLATE CONT CONTINUOUS PLF POUNDS PER LINEAR FOOT DIA DIAMETER PMEJ PREMOLDED EXPANSION JOINT DS DOWNSPOUT PSF POUNDS PER SQUARE FOOT DTL DETAIL PSI POUNDS PER SQUARE INCH EDC ELECTRICAL DISTRIBUTION CENTER P.T. PRESSURE TREATED EIFS EXTERIOR INSULATION AND FINISH SYSTEM PTD PAINTED EJ EXPANSION JOINT QTY QUANTITY EL _ ELEVATION RE: REFER TO ELEC ELECTRICAL REINF REINFORCING EQ EQUAL REQD REQUIRED ES __ EQUIPMENT SUPPLIER REV REVERSE EW EACH WAY RO ROUGH OPENING EWH ELECTRIC WATER HEATER RTU ROOF TOP UNIT FDN FOUNDATION RWC RAIN WATER COLLECTOR FF _ FINISHED FLOOR SCHED SCHEDULE FRP F.q FIBER REINFORCED PLASTIC FAR sing DI qIM STEEL DECK INSTITUTE_ SIMILAR _FTG _ _ _ FV I FOOTING �SJI I STEEL JOIST INSTITUTE_ SPEC IFICATI-QN5- _— FIELD VERIFY SPECS GA GAUGE STRUC STRUCTURAL GC- GENERAL CONTRACTOR _ T&B TOP AND BOTTOM GM GENERAL MERCHANDISE THK THICKNESS GR GROCERY TO TOP OF GWB GYPSUM BOARD TOC/TC TOP OF CONCRETE H HEIGHT ! TOF TOP OF FOOTING TOP OF GRADE BEAM TOP OF MASONRY _ HORIZ_ _HORIZONTAL. 11 HSA HEADED STUD ANCHOR _j0G13 TOM INFO _� INFORMATION TOP/TP - ------------- TOP OF PAVING ------- ------ TOP OF ROOF RIDGE ISO ISOLATION 1 ISOLATION T.O.R. JBE __ _ JOIST BEARING ELEVATION TOS TOP OF STEEL JST JT — JOIST — JOINT TRANS UNO _ + TRANSVERSE _ — UNLESS NOTED OTHERWISE _ KSI KIPS PER SQUARE INCH �TYP TYPICAL L LENGTH VERT VERTICAL LBS POUNDS W WIDTH LLH LONG LEG HORIZONTAL WH WATER HEATER ARCHITECT US 301 & EILAND BLVD ZEPHYRHILLS, FL 33542 F85L 2017001 ELECTRICAL E1 ELECTRICAL POWER PLAN E2 LIGHTING PLAN E3 ROOF LIGHTING AND POWER PLAN E4 CONDUIT PLAN E5 ELECTRICAL PANELS E6 ELECTRICAL ROOM PLAN AND ELEVATIONS E7 SINGLE LINE DIAGRAMS, DETAILS AND NOTES E8 FIRE ALARM PLAN E9 FIRE ALARM SYSTEM RISER DIAGRAM E10 SECURITY PLAN Ell LOW VOLTAGE PLAN MATERIALS LEGEND CONCRETE MASONRY UNIT X. STONE CONCRETE STEEL ROUGH WOOD IN ELEVATION ARCHITECT Cuhaci & Peterson Architects 1925 Prospect Avenue Orlando, FL 23814 PHONE 407-661-9100 FAX 407-661-6101 CONTACT Rick Zane Smith STRUCTURAL ENGINEER STRUCTURAL Cuhaci & Peterson Architects ENGINEER 1925 Prospect Avenue Orlando, FL 23814 PHONE 407-661-9100 FAX 407-661-6101 CONTACT William Stanley Mathers P.E. o p �pN� NFL i Pi AN Xp,N11N CANOPY CA1 ARCHITECTURAL CANOPY PLAN, ELEVATIONS, AND DETAILS CA2 ARCHITECTURAL CANOPY PLANS, ELEVATIONS, AND DETAILS CE1 ELECTRICAL CANOPY PLANS, DETAILS, AND SCHEDULES CS1 DESIGN CRITERIA AND NOTES CS2 FOUNDATION & FRAMING PLAN AND NOTES CS2-1 FRAMING DETAILS CS3 WALL SECTIONS CS4 DETAILS BUILDING AUTOMATION SYSTEM (BAS) GENERAL CONTRACTOR TO INSTALL WATER METER(S) FOR B.A.S. PER PLUMBING DRAWINGS P3, AND PROVIDE UNDERGROUND CONDUIT TO EQUIPMENT #C3.2 SHOWN ON DRAWING EQ. B.A.S. REFRIGERATOR COMPANY INSTALLERS SHALL SUPPLY AND INSTALL B.A.S. AND CENTRAL WIRING PER CURRENT EDITION OF "BUILDING AUTOMATION SYSTEM 2010 (LITE) MASTER-BILT NEW STORES B.A.S. MASTER SPECS" BY HVAC CONCEPTS INC. AND AVAILABLE IN PLAN EXPRESS PROJECT FOLDER. SYMBOLS LEGEND 11 BLOCKING TAG OKEYNOTE DOOR NUMBER i B33 EQUIPMENT TAG TH EXTERIOR FINISH TAG CT2 INTERIOR FINISH TAG Name DATUM ELEVATION Elevation 0 GRID HEAD Room name ROOM TAG 101 View Name DETAIL DESCRIPTION 1 /8" = 1'-O" MECHANICAL ENGINEER MECHANICAL Cuhaci & Peterson Architects ENGINEER 1925 Prospect Avenue Orlando, FL 23814 PHONE 407 661-9100 FAX 407-661-6101 CONTACT Jose J. Diaz -Velazquez P.E. Ref r,iv, , 1 Ref 1Ref A101 V 1 Ref m Ix DETAIL REFERENCE WALL SECTION REFERENCE BUILDING SECTION REFERENCE EXTERIOR ELEVATION REFERENCE INTERIOR ELEVATION REFERENCE :... r._,:r;.-:.:a.•n.,ruzrNasm::�:sxi:�:a�ac�a�rrya.,.,�.�.Ars._sr:,�-.�_.m.�,.�..�.-_...,. - .. •- ELECTRICAL ENGINEER ELECTRICAL Cuhaci & Peterson Architects ENGINEER 1925 Prospect Avenue Orlando, FL 23814 PHONE 407-661-9100 FAX 407-661-6101 CONTACT Jaison P. Moras P.E. E 8 0t 0 2 s CM CO W Y O � ^� T W/� I..,� L Z � J Q0 Q�� mZ Z � W Q z w3�U N r1 a U T 6 v N o -:Zt J� I_ W _I m cY) W 00 o ILL. Z = JLU v ,J 06 Uj 6 H Z Q C)} co FJ- O 2 y w O cn w N W W U `° 0E, a U 2 E Lco 0 0 C) cl (.®1 i s `n = (%.I o�� Sul Ili 61 Na -41 mU ��- N 0 r SIG I �� I LO m N I w �i }a'o W � o n W IZ M Y O t C) '? 0- N I_ !� I�LU U 13) (12 11 )(10 9 _ W�W_ -, .ILWMT�I_ III (0) 1')�85,_I 114" TO LIMITS OF STONE SILL 84' - 4" F OM FACE OF STUD TO FACE OF STUD T 84'-51/4" S_HEAT_HING _ _ _ 2' -0" - 5' - 0" 10' 0' 4 �.� � i '.. llr'b� ll I - lr__� I 1 50' - 0" TO LIMITS OF 1 HOUR RATED EXTERIOR WALLD 2" PVC SLEEVE ABOVE GWB TRASH COMPOUND BOLLARDS CEILING FOR CO2 LINES, o FURNISHED AND INSTALLED BY N 21 GC. SEE UL DETAIL 7/A9 9'-6" A.F.F. � INT. EXT. / I I I - FLOOR: CONCRETE . JL,6'-0" A.F.F. REFER TO SHEET Al 0 N '-81/4"\ 7'-21/2" 6- 41 /2" 4 ) (G.7) ( 3 10'-0" 1 4'-0" 1'-0" 5'-0" 27' - 91 /2" F 10'-0" 1 4" A10 1 " I 7- 81/8 11 -0 3 -07/8 3 -47/8 3- 67/8 T-91/2' 1'-6 � 9'-4" 1'- " n STUCCOAND SIDING C NTINUES IN 15 I n EQ EQ I I I LIEU OF TONE WAINSCOT. SEE A3.1 SUPPLIER TO INSTALL CO2 I I DETAIL 10 AND 12/A6. I I TANK WITH FILL BOX. G.C. _ I I EXTERIOR I I 3 i i __ - PROVIDE1/2 DUROCK TO FURNISH AND INSTALL A4.1 _ I I OOF LADDER 1= -2" PVC SLEEVE THRU WALL PROVIDE 112" DUROCK I I CEMEN BOARD, FULL 3' 2" 1' 8" I A6.2 i i <( Io I I HEIGHT ROUND MOP INK WATER o 1 1 I UP TO 4'-0" A.F.F. ALL I I OD O I I EATER ON I WALLS OF RESTROOMS i i ICE MERCHANDISER M 11�1-DS T4 ETAL STAND DS pg I01 I r -_ - .,� h .-�CL }} .. f .:. .. ... ... ... :.:'- ..... -.. V_2" _ 4 DIA. BOLLARD @ :._. F 19A _ ... GENERATOR BOX, ;: 9 22 34 �; o 8 6 11 _ _ vVH 7 3 N SUPPLIED BY WAWA, .. r ABOVE N 2 10 3 7 "....:::.. .:::: ....::: 26' 81/2' .....: 1.... ..... 2 INSTALLED BY G.C. SEE o co22 20 . , 10 _... . w As.1 WOMEN _. . DTL 7/A6.2 � � 3 - 0., ...................:.....SE�f :$ERVICE,:. .:..... ANITOR - - 7 �' 10 7 PROVIDE 1/2" CEMENT WALK N REFRIG PROVIDE 1/2 CEMENT ::: c3 (�) D IVERY STAGING 14 CLEAR 8 _ GENERATOR BOX w 21 Ag = MEN `� _CC) -BOARD FOR ALL::::.... .. .: .. BOARD FOR ALL:...: RE. ELECTRICAL TYP. 7 �. 10 .WALLS BEHIND WALK j:j.:. WALLS BEHIND WALK O 13 CORNER @ o ,: FLOOR . EF 1 co ...._... IN REFRIG. .. � _. _.... .. IN REFRIG. . FLOOR:TERRAZZ 9 6 NOTE: INSTALL PRE -PAINTED FRP o ... _ ....... ........ ... ...... ..... ......... FLOOR: FLOOA .VFI'QVER Tf RRAZiO PLYWOOD FROM FLOOR TO fi ... .. .. l' _. _. FL OR : EF 1 ,: VINYL FLOORING PROVIDED BY eo CEILING IN ELECTRICAL i . :- �...... FILLER PANEL WAWA, INSTALLED $Y G:C. _ N ..:::... _..: N SEAL GAP AT 10 CHA E FOR .; -7. BY REF. - - - - --. ROOM, ALL WALLS. . 0 33 < ..:.... CO......... _...............:. ......... T FREEZER/SLAB WITH SOD LINES. 10 _....... _.. __._.. .. co COLOR: BENJAMIN MOORE ELECTRICAL _.._ . ... _. :._. , AF 700 STORM GRAY _; PROVIDE 1/2 CEMENT NON SHRINK GROUT SEE TL 11/A2 -_ - 4 - 0 5/8 BOARD FOR ALL FASCIA ABOVE WALK IN 33 `' - - - -- 17 r 0 WALLS BEHIND WALK- BOXES TO UNDERSIDE I? 2 H X 8" D CONCRETE PAD, -0 _.. _.. - INFREEZER N L .. _._ _.. o PAINT EDGE YELLOW _• ." FLOOR.. TERRAllO :.: OF CEILING. SEE 10/A2 r 3 11 _ ._ __. N -. - - -. - .. .... ......... .. FILLER PANEL::::..... ::Ill - . ///�. 19B. ; PT PT _ . - _ __ _. 2" H X 16" D CONCRETE PAD, . 16 - 0" (WHITE FINISH) �, BY REF. CO PAINT EDGE YELLOW ;: _ I I nil 11 .1LD R ________-_ --- -- __-=---- - - - - .. :.:.:.:.:.: - -- ,-, A8 1. -14 - - _C086I Or 1-I 15 :.....:.......... . ------------------- <_ T I 2 PROVIDE 5/8" I R3 1 ABOVE 1 8-0 N . 7-0 � 1 I I I A8 13 W 0 6 TUBE W/ THREADED CAP : > z PLYWOOD W2 I I 1 34 I N FILLER PANEL - - O 17 23 19 23 I 14 A8 17 D1 IFOR AS -BUILT DRAWINGS : : - w FLOOR TO A8.1 O I 1 1 1 1' S - - - BY REF. CO. FLOOR ' TERRAZZO - FOOD SERVICE - u CEILING ON THIS r- - - ACCESS PANELS 1 1 l l 12 CORRIDOR 2 - - - - - - . ` L Lo = I I I HI-LO WATER FOUNTAINS WALL FINISH TO _, 1 I WALK-IN FREEZER 25 15 RE: ELEVATIONS I _ R1 FOOD RVICE o I - \BE FRP. - 1 WI LO SIDE ON THE RETAIL SIDE OF 1 18 6 FILLER PANEL ❑ 16 7 4 1- 7 A F L I_ = 22 W1 /` OPENING WITH CORRIDOR. SEE SHEET AD 1 OR 1 co 1 14 -' BY REF. co. = WAL REFRIG.. ,. �-1. -...... . - - - - . ______ . I- __ ... .. _. .... ..... SUPPLY BOX. ACCESSIBILITY REQUIREMENTSP�m N - FLOOR RRAllO K " _ . _ SURGE TANK ON SEE DETAIL 6/EQ 1. 3 6 3/4 FLOOR :INS MTL PNLS 15 > SHELF. SEE 8/A9 = = z 17 3 -3 6 2 -0Z 11 N 2 :- ::: - BY REF. CO. 1 9 N 11' 0 3/4° J A9 I 1 R2 . -, 1 FLOOR: TERRAZZO r _h o O O I r cn THRU WALL OPENING _ 3 PV SLEEVES v 1 1 - ['!'.'� 1. `n RE: 2A/A8 FOR SODA AND c� w 12" X 12" ACCESS PANEL 5 I FOUNTAIN SIDE OF WALL 2 6 C R WATER 26 11 I -(�) S I w N .; - _ : - - 15 0 (S.S. FINISH) ACCESS PANEL o �, N I I N RE: 7/A8 TUBING. SEE - RE: ELEVATIONS 13 10 7 ;, 26 DETAIL 6/EQ _ I I = ,,,/ r WASH ROOM 8 A8 0 TILE o I I 7 ;_ r FILLER PANEL I = ASSOCIATE r T CT2 15 0 A2 BY REF. CO. o I o 1 1 g v j g 13 A8.1 6 22 z I I ;: � T � Fi T = TYP. CORNER @ A9 �, o I ' cn 8 FLOOR: . TERRAZZO 4 21 /8 1 o FOOD SERVICE w I : w I .: FLOOR .TERRAZZO DO 12 32 ACROVYN/TILE m 2 . . IT . o �� f 3 9 10 101/4 w 7 12 3 I LL J v z I -- if 11 3' 51/2" 10' 1 5/8" �w I LL= 1 A7 �' o FLOOR : TERRAZZO � -: z I o w I 11 11 A8.2 14 N ❑ 1❑ o HAND SINK SEE M 2 w o U) I 1 2" GAP DETAIL 12/A9 T z I A6.2 o-7 1 13 27 5 I,It : j N w r� 1 1 Wi TIL 5 ❑ TILE - w 20 . RETAIL WALK-IN Q o 28 CT1 o o CT2 °° 0 w I N = TILE A9 TYP. CORNER = I I REFRIG. ao I A4 2 r I zo rn cr m CT2 N �. @FOOD 8 �, ,.:, I UL Lo I M J COFFEE L) SERVICE TILE r 12 2 A4.1 ow cJ-n A7 1I 0 1 = I FLOOR: TERRAZZO LL= z H -L -- 4 .'.: _o �Io = - ...... _...___. .. _._. __ ......... _ .. __ _ _. __ . - ...._ _._ ..:._:..._...I )_ . _ _ .._.. ._.._........ ..... _ �- - _.. _ _ -.. _ _ _..: ..._. _ - _.... _ � a T N w �9OR ' -- - o _ 'wL.1. _ T - a 3' 8 X2'- 01 /2 3 8 4 5 7/8 5 2 1 '-CG w r � I /` c=n DIMENSION BASE POINT. 1 \ I w = 10 3/8 CENTERLINE OF BUILDING. I 1 PROVIDE 1/2" DUROCK AT BASE - o 0 1 l \ o OF WALL TO A HEIGHT OF 48 - - - - - - - - - - - - - - - - - - - - FOR CONTROL JOINT LOCATION, `� co - 1 r = AND 1/2" PLYWOOD ABOVE 1 RE: STRUCTURAL IL.a, � A6.2 \ I � � DUROCK BEHIND WALL MTD I T o -1 o SHELVES. FINISH TO BE FRP. 1 FOR EQUIPMENT LAYOUT : I - - - - co r_ 1 = RE: ELEVATIONS � , RE: SHEET EQ I 1 - LINE OF OVERHANG w w - _ _ _ - 26 _ _ _ - - -2A I ABOVE _ - - - - - - - - - _ _ _ _ FOR ROOM FINISH SCHEDULE 1 1 1 1 FOOD SERVICE SOFFIT RE: SHEET A8 i I 1 1 RE: SHEET A2 A8 4 A8. 3 N ---- --- -----------.- . _... _....._..__..... .._ ----------_. _....-. .-_. -- - ----- ---...- -- ---.....:-- .-. _. _ -..-.. -...-- . --.- ...... ...._.__. .... ....._.........__ .-_- --- --..- -----_.._.I— ..... .: ...-:_._... .- - -------. ..------..-_ _.. .......- ........._... .-- --- -- ---.- ... -. ..... .._...1.........- -CF 11 I - I o 42' - 2" 1 42' 2" 1 1 _ OUTSIDE OF COLUMN TO CENTERLINE OF BUILDING CENTERLINE OF BUILDING TO OUTSIDE OF COLUMNVIDE I ' 1 A7 � w RETAIL AREA 1 BOARD FOR ALL WALLS zo o 0 FILLER PANEL I BEHIND WALK-IN REFRIG. 1 1 I N = 2 o BY REF. CO. 1 J r .11 1 FLOOR: N I w m ---I-- - _ 0 .. L.- E I = z 26 I7'�4 w - _ w 4 SIM 28 A9 TYP. CORNER I o A6 2 w CONTINUOUS BEAD 14I MIo A7 _ A7 I 28 = �- @ ACROVYN (�) M I I DS cc BELOW o Z OF CAULK BETWEEN WATERTABLE A9.1 r DOOR FRAME AND OFFICE . 1 - _ - - ............. . .............. _ ....... .....:... - - --. - _ - -_ - - --. _.. - I- -- ..._&----..r _ ._ ...-...... -.. ....... ... - 9p 4 6 29 M Z STONE WALL14 L.. D 1 1 \ 1�F, A7 22 ABOVE A7 = 6' -11 7/8" 23 s A7 WATERTABLE_, �� - - -A9 I co ti _ r q� �--- o FLOOR :TERRAllO I M M . F ROLLER SHADE ROLLER SHADE ROLLER SHADE ROLLER SHADE w - - c� I _ ` F V2 0 I o I M O„ ------ -- - --- w r -- ----- --- - I o ............- ..... ...... ..... .... -. ... ......... ..... ....'--....... ..... .. ......: -- - _1 � 1 . ... ..•.....................•.......-.......- ............... I 6 . . A8.2 9 I DS DS ...,.-...-.. ............ -..--------- :..::::::::. T 1 ___........................-•----•------ ..... 1. . . . . . . E E Q --.. ................. . . E Q Q - :: T o L. : : : I 1:1 • � .-..--.. ............-. 1 . . . : . . 8 ................... --------- ....:..............:... 1 I ALL JOINTS GAPS OR SPACES 3 - 31 /4 1 1 8 - 61 /2 81 /2 8 - 3 3/4 .---.-- �- . .. .... . T I SEE DETAIL 6/A9 �-- -.......- -. I LEADING FROM . . - --T I 25 - ... -- BUILDINGNESTIBULE INTERIOR FOR CORNER - - - = - - - - .. _ _._. _._ .. _... ......... ._. _.. _. __. _ -_-1 - -CB - _ T.._....... - 1..1. _.- _.. 9` I....L_- - I �. co -_.I TO THE ROOFTOP TOWER SHELF - - - - \ I I 2.._..-._..._......_..-",----",......--- �--,...2....................._...... :.T. A9 12 � r Iu � u ..........._.................. ..- ...1.____ I SHALL BE SEALED I 1 A6..........................................................----�--- _................. - -...T• I - N o _......1 - A8.2::::: : 4 :::::::::.T : \ ...................... l FUR OUT THIS COLUMN WATER 31 .111 - �- •- .. .....:.....T .L - T - I r- ...................__............-............-.....- -.. ..-- - -�-- - - WITH METAL CHANNELS 1 \ .-•---,- ... .... SOFTENER 12 7 .- -----,-- .,--- �,---,- --, w6 WATER SERVICE I :- 1-�-- - ........�.-.-.� -, .n.-... -.. I AND 1/2 G. RE. PLUMBING I I ............_.........__..................-........-.....-.3...--------- .- .....- .. ...,..-....--- I I SEE DETAIL 13/A9 Ii00Mco VE�TIBU.LE :.-::::.- ::.-::: I _ . - _. --_._........ v ao 1. 0 .:... .................. V3 20 I -..-. -L 3 3 1 -...- ................_....-..._.... �.............. ..................._... ...1- ..- . . . •................:.....-•---...........•--- .- :......-............-... ,...........-.---- I I I q ......._.........-... . .- ..- .............. A7 A7 FLOOR :TERRAZZO L--------------------------------------------------------- -----I 11fOt 3..M T;. R.-- 1..--- ....-:--. .. 1 -....-.._..._- STAMPED CONCRETE LINE OF PORCH ' - M1 (28/A9.1 - ::.- ::: :::::::.:f: 1 ' 1 NOTE: ULTRA ENTRY MAT ) N I ....... .:............._.-...__..---......-1____ - zol .....-- _:-t' I 22 F ROLLER SHADE ROLLER SHADE ROLLER SHADE ROLLER SHADE ROLLER SHADE ROLLER SHADE - - - - - - - - - - - - - - - - - - - - - - - - - - - N ME Al Al GENERALNOTES 1. SOIL TREATMENT FOR TERMITE CONTROL SHALL BE PER SPECIFICATIONS 2. REFER TO FLORIDA PRODUCT APPROVAL SCHEDULE ON COVER SHEET FOR APPLICABLE STOREFRONT SPEC. IMPACT GLASS MAY BE REQUIRED. 3. SEE DETAIL 20 AND 21/A9 FOR CORNER CONDITIONS AT WALL TILE IN THE FOOD SERVICE AREA AND RESTROOMS. LEGEND 8 MTL. STUDS W/ R-30 BATT INSUL. ( 1 DOOR IDENTIFICATION. SEE DOOR AND EXT. VENEER SCHEDULE 8" MTL. STUDS W/ 5/8" TYPE X 1❑ BLOCKING IDENTIFICATION. SEE GLASROC (EXTERIOR) AND 5/8" EQUIPMENT BLOCKING NOTES TYPE X GWB (INTERIOR, TYPE X GLASROC @ RESTROOMS), W/ R- 30 BATT INSUL. AND EXT. VENEER. CONTINUE THESE MATERIALS TO (::WH WATER HEATER THE TOP OF PARAPET. UL 263/U465 O FIRE EXTINGUISHER. SEE DETAIL 0 INSUL. MTL. PANELS BY REF. CO. 4/A9. PROVIDE BLOCKING AS REQUIRED & COORDINATE FINAL LOCATION W/ FIRE MARSHALL 0 3-5/8" MTL. STUDS @ 16" O.C. W/ FINISH AS SCHEDULED NOTE: BOTTOM 48" OF PLYWOOD 3 5!8 MTL. STUDS @ 16 O.C. W/ IS PRESSURE TREATED, TYP. EXT. 5/8" PLYWOOD ON ELECTRICAL SIDE WALLS ' NOTE: ALL WALLS TO GO TO UNDERSIDE OF ROOF DECK, 6" MTL. STUDS @ 16" O.C. W/ UNLESS OTHERWISE NOTED. FINISH AS SCHEDULED PROVIDE SLOTTED TRACK AT CEILING. CONCRETE BLOCK (CMU) EQUIPMENT BLOCKING NOTES # ITEM BLK MAT'L LOCATION AND REMARKS 1 SHELVING @ 3 COMP. SINK 1/2" PLYWOOD IN LIEU OF GWB. SEE ELEVATION 2 MOP HOLDER 2" X 6" 5'-0" 3 HAND DRYER 2" X 6" S-3" AND 4'-0" 5 HAND WASH SINK 2" X 6" 3'-5" 6 URINAL AS PER MANUF. - 7 GRAB BARS 2" X 6" 2'-101/2" & VERTICAL 8 POWER WASH SHELF 2" X 6" 6-9 1/2" 9 TRASH BAG HOLDER 2" X 6" 2'-0" AND 4'-0" 10 TOILET PARTIONS AS PER MANUF. - 11 COAT HOOKS 2" X 12" 3'-10" 12 OFFICE SECURITY SHELF 2" X 10" 4'-9" SEE DETAIL ON 6/A9 13 LOCKERS 2" X 10" 5'-6" 14 VEEDER ROOT 2'I X 12" 5i 51 15 SURGE TANK SHELF 2 X 6 7-8 17 WATER FOUNTAIN LOW 2" X 6" 2'-6" 18 WATER FOUNTAIN HIGH 2" X 6" 3'-0" 19 BEER COOLER SIGN 2" X 8" 1 V-0" SEE SHEET G1. 22 FIRE EXTINGUISHER 2" X 6" 3'-6" SEE DETAIL 4/A9 23 BEER COOLER SIDE CABINETS 2" X 8" 10'-0" SEE SHEET G1. 25 CSR UNIT 5/8" PLYWD IN LIEU OF GWB. FLR TO CLG 26 SELF SERVICE DRINK AREA 1/2" PLYWOOD SHEATH WALLS FLOOR TO CEILING. SEE NOTE 4 AND DETAIL 13/G1 & 9/A9.1 27 FULL SERVICE CUBBY 2" X 8" & 2" X 10" SEE.DETAIL 7/A9.1 - - 28 COFFEE AREA CUBBY 2" X 8" & 2" X'10" . SEE DETAIL 8/A9.1 31 GOOSE LOGO SIGN 2 X 6 9-0 & 10-9 SEE ELEVATION 32 3 COMPARTMENT SINK - 2 X-12 - 2-11 SEE ELEVATION 33 TRASH RECEPTACLE 2" X 6" 3'-3" 34 AIR CURTAIN 2" X 12" ABOVE DOOR. SEE 10/M3 BLOCKING NOTES: 1. PROVIDE ADDITIONAL BLOCKING AT OTHER LOCATIONS AS REQUIRED 2. ALL HEIGHTS CENTERED UNLESS NOTED OTHERWISE 3. PROVIDE BLOCKING FOR ALL CABINETS: 2X12, CENTERED ON CABINET TOP. 4. PROVIDE 1/4" JAMES HARDIE "HARDIEBACKER" CEMENT BOARD OVER 1/2" PLYWOOD AT SELF SERVE DRINK AREA. ATTACH CEMENT BOARD TO PLYWOOD ALONG THE WALL STUDS USING CORROSION RESISTANT SCREWS @ 6 TO 8 INCHES O.C. TAPE JOINTS BETWEEN PIECES OF BACKER BOARD WITH FIBERGLASS OR MESH TAPE. FILL SCREW HOLES IN THE BACKER BOARD WITH FILLER COMPOUND_. DOOR NOTES DOOR FRAMES: ALL DOOR FRAMES, INTERIOR AND EXTERIOR TO BE FULLY WELDED. NO KNOCK- DOWN FRAMES. ADD WOOD BLOCKING AT JAMBS AND HEAD OF ALL INTERIOR DOORS AS REQUIRED. 1. DOOR #'S SHOWN IN DOOR SCHEDULE ARE TYPICAL FOR WAWA STORES. VERIFY QUANTITIES AND WHICH DOORS ARE REQUIRED AS INDICATED IN FLOOR PLAN, 2. SEE STOREFRONT MNF. SPECIFICATIONS FOR VESTIBULE DOORS. DOORS ARE TO BE KEYED ALIKE WITH THUMB LATCH AND CLOSER AT ALL DOORS. 3. ALL EXTERIOR HOLLOW METAL DOORS SHALL BE INSULATED DOORS. 4. RUN CONTINUOUS BEAD OF CLEAR SILICONE CAULK AROUND ALL DOOR FRAMES. 5. EXIT DOOR LOCKS, IF PROVIDED ON EGREES DOORS, SHALL NOT REQUIRE THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT FOR OPERATION FROM THE EGRESS SIDE IN ACCORDANCE TO SECTION 14.5.2.3, OF FFPC AND SECTION 1008.1.9 OF FBC UNLESS SPECIFICALLY ALLOWED BY CODE. 6. A LATCH OR OTHER FASTENING DEVICE ON A EGRESS DOOR SHALL BE PROVIDED WITH A KNOB, HANDLE, PANIC BAR, OR OTHER SIMPLE TYPE OF RELEASING DEVICE HAVING AN OBVIOUS METHOD OF OPERATION UNDER ALL LIGHTING CONDITIONS, DOORS SHALL BE OPERABLE WITH NO MORE THAN ONE RELEASING OPERATION PER FFPC 14.5.2.10 7. REFER TO HARDWARE SCHEDULE IN THE SPECIFICATION MANUAL. 8. THRESHOLD'A' NOT TO EXCEED 1/2" HIGH, 9. DOOR TC REQUIRES HOLE IN SLAB FOR BOLT. Q 10. VISION PANEL DIMENSIONS CORRESPOND TO VISIBLE LIGHT DIMENSIONS. CONTRACTOR TO COORDINATE REQUIRED GLASS SIZE AND ROUGH OPENING WITH DOOR MANUFACTURER. DOOR TYPES 10" PANIC BAR, WHERE 10" 4� � r OCCURS \ ] e=- -- T M c M B C D E THRESHOLD B A ALUM SADDLE TYPE ALUM PANIC TYPE (SET IN BED OF CAULK) 4" 1 C ALUM SADDLE TYPE N (SET IN BED OF CAULK) r 2 SHEET A11 � �.�.�...-�..�,�.��,,��,��..�,�'..� .... ... � .... --- .... ..... ��.��..�,�..-.��.�.�.�,��..�."-��.I.�..'�..�'. , - .:.,.,.-�..�..�........,..,......... .,.7...��"........-..-...�....,..�...,..'...,..�.... _ - - NOTES: M EQ EQ DS EQ EQ DS EQ EQ li __LL1. PROVIDE WOOD BLOCKING AT JAMBS AND HEAD OF ALL INTERIOR DOORS. - I I I j V1 N- - - - - - - - - - - - - - - - _ - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - 22 I I I I DOOR SCHEDULE A7 ABOVE I LINE OF OVERHANG 1 1 1 I 1 i DOOR FRM HW KICK PLATE WATERTABLE _ _ _ _ _ ABOVE - T i i i i W H TH TYPE MAT'L TYPE THR'D SET COMMENTS PUSH HW PUSH PULL I � �21 1 I 1 I CO 3' 0" 7' 0" 0' 1 3/4" B HM HM B HW 9 SEE DETAILS 25 & 26/A7 FOR HEAD &JAMB. SEE 27/A7 FOR SILL - - A7 u - ---- BELOW 2' - 3" 6" 15' - 9" 6" 2'- 3" 6" 8' - 91/2" 1W 10' - 0" 9'. 4" 1' . 9" 8' 10 1/2" D1 4' - 0" 7' - 0" 0'- 1 3/4" 1 C HM HM A HW10 4" X 25" LAMINATED GLASS VISION PANEL. SEE DETAILS 25 & 26/A7 FOR PANIC BAR 36" X 46" - WATERTABLE ---- - - - --------- ------ _ _ _- - ---- - - - - ---- -- ----- --- ------ -- ------------------ l , HEAD & JAMB. 4 KNOX-BOX 3200 RECESSED / 4" /1 � EL 3'- 0" 6'- 8" � 0'- 1 3/4" E HM HM I - HW 13 14" X 25" LAMINATED GLASS VISION PANEL AND 24" X 24" LOUVER. PUSH PANIC BAR MOUNT SERIES. CONFIRM BUTTON LOCK ON PULL SIDE. PUSH BUTTON LOCK ON PULL SIDE. SEE LOCATION AND REQUIREMENTS 1 I A4 _ DETAIL 22/A9 WITH LOCAL JURISDICTION. A6 3 2 2 1 F1 3' 0" 6' 8" 0' 0" HM . CASED OPENING. SEE DETAIL 5/A9 - - - A6.1 A5 A6.1 A6.1 OF 3' - 0" 6' - 8" 0' -1 3/4" HM - HW 12 4" X 25" ONE WAY VISION PANEL FOR HEAD & JAMB. PROVIDE JAMB W/ LOCKSET 16" X 34" 16" X 35" EXTENSION ON THE RETAIL SIDE. RE: DETAIL 22/A9. PT S - 0" 6'- 8" 0'- 1 3/4" B HM HM - HW 7 UNDERCUT DOOR 1 ". SEE DETAIL 22/A9 24" X 24" 16" X 34" 16" X 35" R S - 0" 6'- 9" 0' - 2" REF - - BY REFRIGERATION COMPANY R1 T - 0" 6'- 9" 0'- 4" REF I - - BY REFRIGERATION COMPANY - _ __ R2 4'- 0" 6'- 9" 0'- 2" REF - - - - JBY REFRIGERATION COMPANY (DOUBLE DOORS) W/ 8" X 14" LITE 1 FLOOR PLAN R3 3- 0" ' 6- 9" 0'- 2" REF - - - I BY REFRIGERATION COMPANY (GLAZED) - - - T4 3' - 0" 7' - 0" 0' -1 3/4" C HM HM B I HW 5.2 4" X 25" FIRELITE ONE WAY GLASS VISION PANEL. 45 MIN RATED DOOR. SEE LOCKSET 36" X 41 " - DETAILS 25 & 26/A7. SEE 27/A7 FOR SILL TC 3' - 0" 7'- 0" 0'- 1 3/4" B HM HM B HW 17 4" HEAD (DOUBLE DOOR) W/ BOLT HOLE IN GROUND LOCKSET _ TH 3' - 0" 4' - 0" 0'- 21/8" D ALUM ALUM - HW 19 TOWER ACCESS: NYSTROM XTL SERIES INSULATED ACCESS PANEL. - PROVIDE RAIN SHIELD. SEE 3/A6. V1 3' - 0" 7' - 0" 0' -1 3/4" A ALUM ALUM C . NO HOLD OPENS (DOUBLE DOOR) PUSH BAR - - V2 3' - 0" 7' - 0" 0' -1 3/4" A ALUM ALUM C - NO HOLD OPENS (DOUBLE DOOR) PUSH BAR V3 3' - 0" 7' - 0" 0'- 1 3/4" Al ALUM ALUM C - NO HOLD OPENS, PUSH ONLY PUSH BAR - W 3' - 0" 1 6' - 8" 0' -1 314" C HM HM - HW 3 4"X25" GLASS VISION PANEL. SEE DETAIL 22/A9 8" X 16" 16" X 34" 16" X 35" W1 3' - 0" 6' - 8" 0' -1 3/4" C HM HM - HW 3.1 DOUBLE ACTING W/4" X 25" GLASS VISION PANEL. SEE DETAIL 22/A9 (2) 8" X 16" 39" X 34" 39" X 34" W2 3'- 0" 6'- 8" 0' -1 3/4" C HM I HM HW 3.2 4" X 25" ONE WAY VISION GLASS / THUMB LATCH. SEE DETAIL 22/A9 1811 X 16" 39" X 34" 39" X 35"' W3 3' - 0" 7' - 0" 0' -1 3/4" A ALUM 2 9 cc • I3' . 4€; _�R- L3 VIA ON 01� l ,-� =" � 11 !k'- " "c 0 yyew��r. ` tiro 'i. �!: u.., cn c 0 � _� " 1111W" I Q M Y M - 0 Q � :E Q � J m Z w " z W Q �_ Q w 0 � C)Q co 0 I 00 Lo W rr 0 U) '. 0 T N >Lo J J C'M m °'' z `- co LL J Q W = w 1z z T O 2 M w U)w 0 z:) N _ a_ z J CL Er 0 w O J w LL w = U) 2 M r- O o N M O d 3 M O m V o cn 4-1 .EL F- 9 U) Ill I 1 I Ix 10)IF- 1 1®.� IwI� a 1 0 z I � � I � I I [1 o I r- z F- M C', 0 LLI W C)o z Y � W rn -5 3:: J 0 Cn clm r TROUGH ABOVE. SEE . � _ ELECTRICAL � 2'X2'A�T2 1� 0"A.FE 2'X 2ACT2 1�'0�&FF� |U�� . /=~~~~� MHGWBON8"16- G&METALSTUDS AT 24" O.C. TYP. AT MENS&W0MENS RESTR0OMS LIGHT CENTERED ABOVE DOORWAY — � CENTER FIXTURE - . . L ilr"mLLL =:[In= A- __1z � WOMEN T z j z , .,. . , I z - - - - - - - - a_� - : . � � i , I z ,. I ::: z: .Si�, ; z :: 0 , z ,.. . 0 L ,- ill I m � Lu I )' - 6" � 1 � � DELIVERY STAGING z 1p __ : � EXTERIOR EMERGENCY AK -IN FREMR WALK-IN R FRIG LL�� Ry \ - �_* 1_,�'�� ` 0 0 , , . T - " I . I " 1&:] ..... . L RE 1 11 - INSULATED PANEL 0 SELF SERVICE c% - - _j\ .. C3 ; A z �� A� )ji " � EX � ; n � : � z 2'X �- ACT2 I COR91DOR 21 3 � : 1. 11 z -��-�,�,,�,�-��-��,,��."k�� , k 1 ... ? ... ?� ... "n � I CREATE ...... z I- . �_, � 1, ... � ..... .1 ... .t .... ... ... .j. ..... _� ��,�.�.��.�,.��.��...��,�.��.�� .... .... ... . ------- _% __ .1 _ , 11�. 11111 ... � ... -11141_ ___4_______ _____1_ �_ _____ _4______ ... � I__ )..? .......... � ... . ...... 1 z �: ; : ; : ; :�j : z z : : . ; : . z : : : : : : : .... PERIMETER OF CEILING .. or a I � z : z : z � : : ) � z _. �: �, , 1/8""MR I 21 �_ ... __.,__.E � .... . ....... -1 T1 * ` , , * , I I 'Li" r ........ [] � , �F ......... \1 I - __�_" '. I , � t ........ . - '.... i 11 h * .... .... _6 � T I ' *k__7 *_1 .................. T e I ` ` I ' ' I ' . .1 h�l 3' - , 7/,k 7ul � d El I I m . : : z z u . F1 � � : : z z 111111110 � ...1 .... ...... ��,�,��.�.�.�.�.�.��,�,��.�.�.� ��,�,��,.��.��.�,��.��.� ��.��.��'ll""I'll-I'll-11 � ... 1 ... )) Ili, , . A - z . - ..: � , . F i . : Z z : :_ i : ___111__1_1_1__11 I - "' _ ---------- - ill � . . : : I z : : : � 11 A : ' .. ' I "I _11161 1 ------------ _ ... __ BOT. OF PENDANT ... 0 () 0 ___�� I z ; ; � ; z ))� : ___ ... � __ / � : " ... � ................ .-.- - __ .- __ - - RS � I.... � ...... ... ___A____ � ....... I ..... ... � ... ... IQ— �. ... ] .1 �, z z z z : : z , : : / z L_____111111_ : : z ; z : A2 i J :f7l�� _: A L ... .... V1 ..... T ... ... ...... T-------T---- ... T ... �..��.��,.��.�.I.�.".��,��.I.�T ... �=. . .11. - __ .... _1 ....... I .1 ... � 1 1 . . .,��l�,��,�.�,.��D.�.�.�.�.��.I.�.� � ------------------- Al --- ------ -- *_ - �-�,-�r�-�7�-��'7-��-� -�7�-T�� A01 REFLECTED CEILING PLAN �� /____ .. I—— .... 0 . : : z I �: 17 PROVIDE FLEX z : : : ,.. ..� ; : : . z z LJ � MOLDING-_ ' � _. . , . . � I._ � ".... : � : ..� -------------- I ------ .... � ... ... � ...... .............. % ... � ... ....... ?. I ........ �.�.I.,��%k.,��.��.��,�,-.��.�,�,�.�-��.� .�.�'ll'.111.��ll.,��,,�,,�,.�,�.�.,%,��,��,,��.� ..... �:. 1';i.7`.1 ... � ... ...... .... ............. .... ... � ........... ..... .: . � . . � , � [A 0 ('�& STUCCO FINISH 0 . . . . . : : : : : : ; : : : : D � . ; . : : I L-1 : : . . . . : : : ; : : : : : : : : : : : : : &_/_ - - - - - - -- - - --- - - - - - - - RE: ELECTRICAL WALL LIGHTS LINE OF SOFFIT ABOVE RE: ELECTRICAL SEE 2/A2 '( A 64 ACOUSTICAL CEILING TILE ASSCHEDULE TRIM. CLEAR PINE, P I U. J ONE QUARTER STUDS ACOUSTICAL CEILING TILE - -' ROUND MOULDING PTD. � AS SCHEDULE BLACK, SEE NOTE 2 TSAT '°"'`"E""'DE"' 1^HALF ROUND, CLEAR r ALL REFRIGERATED DECK ABOVE PINE, PTD. P-1, SEE AND/OR FREEZER 1/2^M.R.GWB. FINISH SCHEDULE, A8 -- BOTH SIDES T|LE(CT1) UNDER SOFFIT PTD. WHITE 3-5/8" MTL S0DS------ BRAKE METAL TO MATCH AND AUGNVY||MW8U*|NHEFH|G S0HLUTEROUADE0 -------�~ CLOSURE--�-��- VVBUN3'5�" A.F.F. MATCH WALK-IN REFRIG. MTL |NG F FINISH 'R--' HT. TO MATCH ADJACENT --- ACOUSTICAL CEILING TILE AS SCHEDULE ---- S0"ALL THREAD ROD ---FRP WASHROOM ----- 3-5/8" MTL STUDS TRACK ---- DOUBLE 2X4NAILED TOGETHER --- NOTCH OUT 2X4 TOACCOMMODATE NUT AND WASHER ---- BULL NOSE TILE OR SCHLUTERSTR|P (QUADEC) HEACM'|NHEFHIG. � DOORS. VERIFY |NFIELD |� 7��T�|| �T ��~|MJ �� | FASCIA DETAIL �� / REACH -IN | n� FREEZER x�-�-�-�-/ �(_8_-� FASCIA/SOFFIT AT WASHROOM 11/2^=1-0" TILE(}T1) INSULATION IN SOFFITS AT I I DECKABOVE "`___�_ ALL REFRIGERATED ANDIOR 1/2" M.R. GWB, BOTH TOGETHER 11 � BULL NOSE TILE OR z I I I I I . 9'-O" A. F. I+ \ - ..___ ____ NOTCH OUT 2X4 WALK-IN BOX — — TO ACCOMMODATE NUT - AND WASHER � \__ ADHERED 3/4" ONE QUARTER ROUND MOULDING TO TILE AND PTD. BLACK, SEE NOTE :9:�) FASCINSCIFFIT WITH TILE AT REF CASE 11/2^=1-0" IMENNOMMOMMOMMI smosomommoommi lmmmommommmm NONNI MENNI smoni IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII |� �T |�J REFRIGERATOR / ��C� FASCIA ��/ xx»��r�-nn / x�-/ / n��c_/��/��/ x/ FREEZER x�-��-�-/ � 1112"=1-1)" ol - nil CONT. LED LIGHTING @ EXTERIOR EMERGENCY LIGHT CENTERED ABOVE DOORWAY AIR CURTAIN RE: MECHANICAL UPPERU��C� �� C��C� CEILING �N�| �-/ x /��xvc-/ � / x�-/ �-. ��-/u/a�� PLAN 2 - , . � � SEE SEE DETAIL 6/A2 FOR CONNECTION TO CONNECTION TO R�OFSTR0CTU ---� -----'- -ACOUST!C CEILING nc CEILING TILE AS TILE AS SCHEDULED SCHEDULED 1X4WOOD CE|LING MTLSTUDSTRIM, CLEAR PINE PTD. TR|�.�LEARP|NEPTD�SEE DETAIL 10/A9 INSULATION nv SEE DETAIL 106AQ SOFFITS AT ALL . INSULATION IN REFRIGERATED SOFFITS AT ALL AND/CR FREEZER 1 REFRIGERATED AND/OR FREEZER 1/2^OWBON3-5/8^ MTL50DS 1 " HALF ROUND, 1^HALF ROUND ACOUST|CALCLG 'CLEAR PINE, PTD. P-1, '-- CLEAR PINE, PTD. SEE FINISH co ' P'1.SEEF|N|SH SSHEDULEA8 O' 0^ �� PROFILE -011 ��u 91 ----------� T7�' ^/ vv��x/m `- ' ''~' '^� �K/ REFRIGERATOR | | `` -�� UNDER SOFFIT 11| ^4 "*\\-- UNDER /\ PTD WHITE \ � ``_-� PTD.VVH|TE �3�'ONE QUARTER RGUNDMOULDING ATWALK-IN BOX, SEE NOTE 2 ( 3 � FASCIA DETAIL (_4__'� FASCIA/SOFFIT AT REF CASES co . ' � ' ' '' co DOUBLE NUT AND WASHER UNI TRUT BETWEEN JOISTS .. _� 1-11,111-1 ------------ � �o I: ii�� Ill- DOUBLE 2X NAILED � TOGETHER INSULATION^^`SOFFITS AT SECURRYCA�ERASTYP - P. A�REFR0E�T�A��R RE� �ELECTRK�� NOTCH OUT FREEZERCASES0OXEG 2X4 FOR NUT AND WASHER METAL FRAMING 1^HALF ROUND, CLEAR PINE, PAINTED P'1.SEE FINISH SOHEDULE.A8 `�-- 3/4"ONE QUARTER ROUND MOULDING ATWALK-IN BOX, SEE NOTE 8 (�6:) SOFFIT CONNECTION TO ROOF STRUC. 2. G.C. SHALL INSTALL 3/4" 1/4 ROUND MOLDING TO COMPLETELY SEAL THE GAP BETWEEN THE a MUSIC SYSTEM SPEAKER SOFFIT WALL AND WALK-IN REFRIGERATOR. PAINT MOLDING COLOR BLACK. 3. G.C. SHALL PROVIDE BATT INSULATION TO FILL SOFFIT ALONG ENTIRE AREA IN CONTACT WITH WALK-IN REFRIGERATOR OR FREEZER. 4. ANY EXPOSED GWB CEILINGS SHALL BE PAINTED COLOR WHITE. (�) WALL MOUNTED MUSIC SYSTEM SPEAKER 5. GWB CEILING CONSTRUCTION: 8", 16 GA. METAL STUDS @ 24" O.C., INSULATED, U.N.O. 6. REFER TO SHEET "Ml " FOR AIR DIFFUSERS AND RETURN AIR GRILLES INFORMATION. - 7. NO ACCESS PANELS IN FREEZERS. 4-WAY DIFFUSER RETURN REFER TO INTERIOR FINISH SCHEDULE, SHEET A8 FOR CEILING SPECIFICATIONS. _ M - 8. I . -9 - ..m . i RE: RCP VERIFY DIFFUSER TYPE WITH ". �, � I - FRP FINISH ALL EXPOSED HVAC PLAN SHEET Mi. :: -m � 11 . , : --�- — =�-& 0 1 -WAY DIFFUSER ia 1 , REFER TO SHEET 'E2" FOR LIGHTING INFORMATION. �� _+ .�00 �� .) 1. , ,� � �� l -+0 0�4. �E 0 �e m Ir- _ ^- < Er 2-7 ' -m. uj 3_ Lo ztt 11 o Lo uj o Cc M CD IU 21 _4 _�_ A4.1 DOWNSPOUT (TYP.) ROOF LADDER 25 ROOF SCUPPER AND SEE EXT. ELEV FOR LOCATION A3.1 DOWNSPOUT (TYP.) 1 PARAPET CAP OPENING PARAPET IN SEE EXT. ELEV FOR LOCATION (+) (+) (+) I I I I I I I I VTR m RE: PLUMBING LIGHT FIXTURE RE: ELECTRICAL CRICKET (TYP.) ------- 10'- 6" 30' -11 30' 10" : CONDENSATE PIPE SUPPORT, TYP. 4'-0" MAX. O.C. ........................................................................... RE: DETAIL 9/M3 ROOF EXHAUST FAN,__.__--- ,__•-----.....,_ _...-.--„....................... _......... .................... . RD 1 1 /4" / 12" GC TO PLACE (3) SINGLE -PLY ROOFING OVER LOOSE WALK -PAD IN MIN. R-40 INSULATION TOWER FOR LOTTERY 's RE: SPECIFICATIONS VENDOR ram- ----,� PORCH OVERHANG I,r.„ ....... 7_I ....... I I o II I I SINGLE -PLY ROOFING LOTTO s SATELLITE DISH-i - - - -- - -- I - �ti i :IL-------�I - I PARAPET CAP v --- -- ------------ ---- 4 co LIGHT FIXTURE 8 (+) RE: ELECTRICAL --- - ----------------- A3 A3 ______----- ________ _------- ICE MACHINE CONDENSING UNITS-'; „CONDENSATE LINES. �24 AND MECHANICAL STAND BY RE: MECHANICAL VTR I I PRECISION ALUMINUM PRODUCTS.; ::::......::::::::::::; .............:::::.: RE: PLUMBING :............................................: :........ _.._...... SEE DETAIL 9/A3 IPE HVAC UNIT (TYP.) SUPPORT,TE z SEE MECHANICAL(&� DRAWINGS. SEE "` O.C. RE. DETAIL 9/M3 I` CURB A4 2 1/M3 FOR DETAIL 1/4" / 12" I I 30" X 60" WALKWAY ' 6" PADS SPACED � APART (TYP.) RD 1 ( CRICKET (SEE GENERAL NOTES) — (+) (TYP.) w ...._.— ........ — —, :. I...........................s ................... I. . s n I HVAC UNIT (TYP.) zz I' SEE MECHANICAL CD zRAWINGS. SEE HVAC UNIT (TYP.) I 1D/M3 FOR CURB SEE MECHANICAL _. 's DRAWINGS. SEE DETAIL \�`L I 1/M3 FOR CURB I ..---------- \�...,.—...... DETAIL —.... I + CRICKET O TYP. CRICKET - - - - - - ! - - - - :; 7 (+) (TYP.)— :............................................t,.. I I 9' 7" 3' 0" 36"X48" ACCESS HATCH. SEE PROVIDE CHEMCURB AT .-.- DOOR SCHEDULE SHEET Al. EACH OVERHANG I I I MOUNTED LIGHT FIXTURE DS A3---- -- ---- ---I----- I—=---- -- ---- — DS I 1/4" / 12" T i 1....__ __._ 1......_........ PRO\iIDE WALK MAT UN DOWNSPOUTS io RD 1 OVERHANG ROOF DRAINS DER AND D.S. SHALL BE PROVIDE WALK MA L_....1...______________ !.......I.........._... CENTERED ON COLUMNS,UNDER DOWNSPOUTS I I I I I TYP. SEE EXT. ELEVATIONS GUTTER AND ! I.- ........................... g ! 7 a. I GUTTER AND r....... T................. DOWNSPOUT SYSTEM DOWNSPOUT SYSTEM I I A6 A6 I I t_..__.._._________________________________ N '_. r_..... ro L......i...__.._..____________._ ' � I .� 1 I I I ri 4, :......................a......1................ RD-1 7�.,I,�\� RD 1 ��, r.......1............................................................ : I T. N>r4„r o �.�,� _.___..L.....'_.__.__...................___..._.._...6" / 12 ,..6 / 12„_.____________..____..___-.__.._..__L_-_i._.._....._.._ ' =" 2' 51 /2" 4' - 2" 4' 2" 4' 2" 4' - 2" I I I TOPLYWOOD I ....................._._.__-____... ._........._�.._....I_--- _..._._.. 2 '............. .I....... .I......... .............. .......................... .................. F......... ......... .................................... ............ ................... a......T............. .... A6 iV c I I - _.............................. --------------------------...._-.._._ I r"""' : m ; : I T PARAPET CAP I I. I I I I I I PORCH OVERHANG 3 STANDING SEAM _.L.___..�..___._.._.. _.. I I i..._..._____._. A6.1 METAL ROOF I I .......................... 28 I I ... 1/4" / 12' RQ 1 2,� 2" / 2' A3.1--,--------,-----=---- — ---- -- ---- — i i I :• 1/2" 1 1 1 STANDING SEAM — -- F-------t---- --+-- —--�------+-----�— — 6,2 ROOFHIP CAP 3'-41/2" - 4'-6" 1. 4'-6" 4'-6" TO PLYWOOD 1 1 PROVIDE CHEMCURB AT EACH OVERHANG- A6 A4 MOUNTED LIGHT FIXTURE OVERFLOW SCUPPERS 2" TO 4" ABOVE ROOF SURFACE ROOF SCUPPER AND ROOF PLAN 1/4" = V-0" PIPE HOOD DETAIL 1" =1.4, CLEAR OVERFLOW SCUPPERS 2" TO 4" ABOVE ROOF SURFACE __________________ACCESS— — OVERFLOW SCUPPERS 2" TO 4" 36"X48" — J 3 ABOVE ROOF SURFACE HATCH. RE: DOOR — A6.2 SCHEDULE, ROOF SCUPPER AND DOWNSPOUT SHEET Al DOWNSPOUT (TYP.) I -- — ——----------- TH SEE EXT. ELEV FOR LOCATION I LIGHT FIXTURE I .............._.......1............, RE: ELECTRICAL ....................... I (DOWNSPOUT II I I.......................1............ 1....................... I I I I p / STEEL BEAMS I \Z RE: STRUCTURAL I I I I I I I I NOTE: ANY PENETRATIONS (+) I I THROUGH THE TOWER I I WALLS NEED TO BE I I SLEEVED & WATER TIGHT. PARAPET WALL I I NO DRILL & CAULK. I I I I I I TOWER WALL I 10'-7" I I I I I I I I LINE OF TOWER I I EAVE ABOVE I i I I PARAPET WALL I I PIPE HOOD FOR MASTER-BILT UNIT 17 I I I REFRIGERANT VTR A3.1 I I LINES RE: PLUMBING I I I I I SEE 5&6/A3FOR E L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - J CURB DETAIL MASTER-BILT COMPRESSOR UNIT TOWER ATTIC PLAN 3/16" =1'-0" +) CRICKET, TYP. 2 A6.2 LIGHT FIXTURE r- -- - --,----- RE: ELECTRICAL 2 A4.1 PARAPET CAP cli 1 A5 04 r 1 l' - 6" (VERIFY) 10" 5= w PLAN s (3) 2xl2'S AROUND PERIMETER OF A3 PLATFORM W/ 2x12 S 12 O.C. ALL PRESSURE TREATED LUMBER 'FROM OUTSIDE OF CURB TO UNIT CASING 5 COMPRESSOR PLATFORM PLAN A3 1/4" = V-0" RD-1 0 SINGLE -PLY ROOFING OVER v 4 REFRIG UNIT EPDM WASHER MIN. R-40 INSULATION RE: SPECIFICATIONS A6.2 MIN. 18 GA. GALVANIZED METAL ONE LAYER BUTYL RUBBER CAP OVER ENTIRE PLATFORM. MEMBRANE BENEATH CAP WATER TIGHT SOLDERED JTS AS NEEDED -�: OVERHANG v ACCEPTABLE GASKETED T4" EXT P.T. PLYWD. FASTENER, 12" O.C. DECK -LEVEL PLATFORM ROOFING O° (3) 2x12 P.T. VTR SINGLE -PLY RD-1 _ ROOFING RIGID INSUL. RE: PLUMBING r— (3) 2X6 P.T. CONT. PLATE ATTACHED TO DECK PROVIDE CHEMCURB AT Fr - EACH OVERHANG MOUNTED LIGHT FIXTURE 0 0 o CV 0 RD 1 1/4" / 12" 2 2 OVERHANG 1 A5 A& SINGLE -PLY A6.1 MTL DECK ROOFING SECTION 4' 6" 4' 6" LT UNIT ROOFTOP EQUIPMENT ALUM. A/C STAND BY PRECISION ALUMINUM PRODUCTS. REFER TO FLORIDA PRODUCT APPROVAL FOR ATION LINES INSTALLATION INSTRUCTIONS IGHT - NO BENDS FL16921.1 20 GA. GALVANIZED SHEET / METAL HOOD 1'-7" ROOF A 4 DECK EL. -7" FROM ROOF MECHANICAL UNIT TIE DOWN ANGLE AND FASTENER PROVIDE QUANTITY AND TYPE PER PRECISION ALUMINUM PRODUCTS FLORIDA PRODUCT APPROVAL INSTALLATION INSTRUCTIONS / ISOLATOR PADS. MIN. 4 PER UNIT PROVIDE ROOF MANUFACTURER'S PRE -FABRICATED PIPE FLASHING AT ALL ROOF PENETRATIONS TOP OF ROOF FINISH METAL DECK RE: STRUCTURAL REFER TO STRUCTURAL FOR MOUNTING DETAILS STL. CHANNEL RE: STRUCTURAL 3 CONDENSING UNIT ROOFING SUPPORT DETAIL 1 1/2" = V-0" 6 COMPRESSOR PLATFORM SECTION A3 3" =1'-0" GENERALNOTES 1. DO NOT INSTALL WALKWAY PADS OVER ROOFING MEMBRANE SEAMS, TYP. 2. WALKWAY PADS SHALL BE INTERRUPTED AT EDGES OF CRICKETS, TYP. 3. CRICKETS SHALL SLOPE 1/2" = V-0", TYP. CONDENSER UNIT 4. GUTTERS SHALL BE CONTINUOUS (NO SEAMS). MOUNTING FLANGE, 5. THE SUPPORTS FOR THE CONDENSATION AND REFRIGERATION PIPING TO BE MOUNTED ON EA. SIDE OF UNIT 12"X12" WALK PAD SECTIONS, FASTENED WITH AN APPROVED ADHESIVE. SEE 9/M3. ICE MACHINE 6. (+) NOTATIONS INDICATE THE ADDITIONAL THICKNESS ADDED TO THE BASE INSULATION CONDENSING UNITS THICKNESS. ALUM. STAND 7. CONTRACTOR TO UTILIZE TAPERED INSULATION AT ALL CRICKETS. SQUARE EDGES WILL NOT SUPPORT POST, TYP. BE ACCEPTABLE. SEE DETAIL 9/A3 — 1 8. COUNTER SINK ALL SCREWS AT T.O. PARAPET PLATE LOCATIONS TO PREVENT ROOF MEMBRANE DAMAGE AND TEAR. — ---- — 2'- 0" (MIN.) — — — — — — �I II U'�c~� I � �IU �I� I Iui I oI� Iui II �I� (I Iui 6" I 2 -10" of I z 0 N 3'- 0" 1 2'- 10" 6" SEE STRUCTURAL FOR MOUNTING DETAILS TO STRUCTURE 4 ICE MACHINE CONDENSER DETAIL A3 1/2" =1'-0" 9. ALL ROOF WALK PADS SHALL BE WHITE WITH YELLOW SAFETY TRIM. HEAT WELD ALL SIDES. 10. LIGHT FIXTURES ON OVERHANGS SHALL NOT BE MOUNTED WITHIN 1'-0" OF ROOF DRAINS. 10 LAC •�, > } E c" M co Y O T c Z O J J C/) m Z wQ�a- z W Q w C) O N Q 0 N DO Lo w Ir 0 ^ ��F— VJ T 0 T N > co J co m `e) IL W LL z J W 06 cr z Q O = M N o Z cr- in Z J LL w 0 J 0 L w w U) m 0 `--0 � N cM 0 d � M o d L c .0 c. ul�� w a 0 z C5 r� i z o I- Ln rn " O U oLu ch W o z W m J U Cn STANDING SEAM ROOF PANEL PRE-ENGINEERED ROOF TRUSS FRAMING RE: STRUCTURAL 40 MIL. SELF -ADHERED ICE AND WATER SHIELD 5/8" EXTERIOR GRADE PLYWOOD 5 All C CONT. 2X10 FRAMING - CONT. 2X4 FRAMING - wo—I ALUMINUM BRAKE METAL SURROUND OVER ONE LAYER HIGH DENSITY POLYETHYLENE BARRIER OVER ONE LAYER BUTYL MEMBRANE BARRIER TOWER STANDING SEAM EAVE DETAIL 3" = V-0" v v v FULL PANEL FULL VENT FULL PANEL SOLID FULL PANEL FULL VENT FULL PANEL SOLID 6" PROVIDE GAP IN SHEATHING 6" FOR VENTING 5/8" PLYWOOD lllllll llllll lllllll lllllll lllllll lllllll lllllll lllllll lllllll lllllll lllllll llllll lllllll lllllll lllllll lllllll lllllll lllllll llllll lllllll lllllll lllllll llllll lllllll lllllll llllll llllll lllllll lllllll llllll llllll lllllll lllllll lllllll llllll llllll lllllll lllllll lllllll lllllll llll ll llllll lllll i llllll PERFORATED PANELS 7 SCHEMATIC RCP LAYOUT A3.1 1 =1 1-0" . . 15 All ALUMINUM BAR GRATING LADDER PLATFORM TOP LANDING 1" X 2-1/2" X 1 /8" 6063 T52RECTANGULAR ALUM.TUBE ALUMINUM ANGLE FASTENED TO HORIZ. 10 A3.1 2"x1" LADDER RUNGS (KNURLED) AT V-0" O.C. VERTICAL SPACING LADDER BRACKETS: WELD 1/4" THICK WELD TO UPDRIGHTS AT MAX 24" O.C. VERTICAL SPACING - RAIL BEYOND PROVIDE PAD UNDER SKID METAL FRAMING RUN VERTICALLY @ LADDER SUPPORTS 1/2" X 3-1i2" STAINLESS STAINLESS STEEL LAG BOLT WITH FLAT WASHER (TYP.) I LADDER AND RAILING NOTES: 1. SUBMIT DRAWINGS AND CALCULATIONS IN COMPLIANCE WITH OSHA STANDARDS 2. MATERIALS: ALUMINUM ALLOY WITH STAINLESS STEEL HARDWARE - GRIND WELDS SMOOTH 3. RUNGS SHALL BE DESIGNED FOR A SINGLE CONCENTRATED LOAD OF 300 LBS APPLIED IN MIDDLE. RUNGS SHALL BE KNURLED OR PROVIDED WITH A SKID -RESISTANT MATERIAL TO MINIMIZE SLIPPING. 4. LADDER BRACKETS SHALL SUPPORT TWO 300 LB LOADS. 5. RAILING SHALL BE DESIGNED TO SUPPORT A LOAD OF 50 P.L.F. APPLIED IN ANY DIRECTION. A TOP RAILING LOAD OF 200 LB IN ANY DIRECTION ON ALL PARTS OF THE SYSTEM IS ALSO REQUIRED, NOT SIMULTANEOUSLY. 6. LADDER WILL COMPLY WITH SECTION 1509.6.4 OF FBC-BUILDING. 25 LADDER SECTION A3.1 1'. = V-0" PANEL SOFFIT J-MOLDS CONT, LED LIGHTING @ TOWER SOFFIT, RE: ELECT. 51/2" FIBER CEMENT SIDING TRIM RE: EXT. FINISH SCHEDULE STUCCO RE: EXT. FINISH SCHEDULE T.O. FASCIA-qV— 10'-4" FASTENERS PER NOA OR FLORIDA PRODUCT APPROVAL N ONE LAYER HIGH -DENSITY POLYETHYLENE BARRIER OVER ONE LAYER BUTYL RUBBER MEMBRANE OVER 5/8" EXTERIOR -GRADE PLYWOOD SHEATHING FLUSH FACE EXTENDER 22 GA. _ GALV. MATERIAL N (12'4" LENGTHS) 1-1/2" METAL FRAMING CONT. 22 GA. GALV. CLEAT, 12'-0" LENGTHS B.O. SOFFIT FRMG 9'-0 5/8" J-MOLD SOFFIT SHALL BE FLUSH WITH TOP OF STOREFRONT g OVERHANG FASCIA A3.1 3" =V-0" FINISH, I FLASHIN COUNTE SUBSTR EXTEND MEMBRI MIN. 8" TAPERE ALUMINUM GUTTER STRAP @ 24" O.C. ATTACH WITH SCREWS OR POP RIVETS .032 POLISHED ALUMINUM GUTTER BY G.C. - STYLE K NOTE: GUTTER SHALL BE CONTINUOUS - NO SEAMS ALLOWED ROOF FINISH SYS7 ROOF PLAN & SEC' CONT. CLIP ATT. W SCREW @ 8" O.C. i SCREW IN WOOD BLOCKING @ 18" O.C. i� 61/4 4\1� CONT. S.S. DRIP FLASHING NOTE: FLASHINGS MIN. 26GA CORROSION RESISTANT MTL. 5 GUTTER DETAIL — EXTRUDED ANCHOR BAR 5/8" PLYWOOD ALUM. COPING CAP W/ 20 NO TOP FASTENING I GA. CLEAT AND THROUGH PARAPET CAP — ROOFING MEMBRANE: WRAP DOWN FASCIA BENEATH "EXTENDER" -; EXTEND ROOFING MEMBRANE CONCEALED SPLICE PLATE, COLOR: AS SCHEDULED UP WALL, MIN. 8" WRAP ROOFING CONT. STEEL TUBE MEMBRANE DOWN RE: STRUCTURAL BENEATH CLEAT `.. METAL FRAMING z RE: STRUCTURAL 8" METAL FRAMING I eo WHITE SINGLE PLY CONT. 2X P.T. WOOD BUCKS SHALL BE ATTACHED USING HILTI; I ROOFING MEMBRANE KWIK PRO SELF DRILLING SCREWS 7/8" STUCCO FINISH OVER EXTEND CONTINUOUS FASTENERS PER NOA OR FLA S-WW 14X20X2 3/4" PFH #4 WINGS 3.4# SELF -FURRING UP AND UNDER PRODUCT APPROVAL — — — — @ 18" O.C. GALVANIZED METAL LATH _ PARAPET COPING OVER ONE LAYER HIGH CONT. ANGLE BRAKE METAL FILLER ANGLE TO DENSITY POLYETHYLENE I NO TOP -FASTENING RE: STRUCTURAL MATCH STOREFRONT. WRAP BARRIER OVER ONE LAYER I I THROUGH PARAPET CAP EXPOSED SUBSTRATE AND BUTYL RUBBER MEMBRANE I I I .'' ROOFING MEMBRANE. WRAP ALUM. COPING CAP W/ 20 1-1/2" METAL FURRING — — _ _ TERMINATE BEHIND STOREFRONT BARRIER OVER 5/8" `!, \ DOWN BENEATH CLEAT GA. CLEAT AND FRAME EXTERIOR GRADE 0 3/4" PLYWOOD CONCEALED SPLICE PLATE, J CHANNEL PLYWOOD SHEATHING \`: COLOR: AS SCHEDULED \17-4 I 2 - METAL FURRING # OU EKERSINK SCREWS @WS WHITE SINGLE PLY — 12" O.C., STAGGERED ROOFING MEMBRANE, -h; EXTEND CONTINUOUS CONT. SOFFIT PANEL � i UP AND UNDER PARAPET COPING LIGHT GAUGE METAL FRAMING PERIMETER ENSURE SOFFIT PANEL IS FLUSH.....................- SU '. `' ;' `': .. `:::...:.:: RE: STRUCTURAL CAUL WITH T.O. STOREFRONT FRAME _..:....:.....,.... :.:.,...':.L:..,...'.::::.:..':.::.:.:..`.::::.:::: °:::::::::; � — T.O. STEEL I 22'- 4" CONT. CAULK, TOP AND SIDES ., g OVERHANG @ STOREFRONT 10 PARAPET @LADDER OPENING X T. P. CONT. 2X6 TY r :.. A3.1 3" =1'-0" 1X10 CPVC TRIM. RE: ELEVATIONS 7" MIN. ONE LAYER HIGH DENSITY STEEL TUBE. _ MAINTAIN 1/2" GAP OLYETHYLENE BARRIER RE: STRUCTURAL r OVER ONE LAYER BUTYL 1/2 X 31/2 RUBBER MEMBRANE ' ' I 2X6 TRIM. LAG BOLTS WITH FLAT RE: ELEVATIONS WASHERS (TYP.) MOISTURE BARRIER WHITE SINGLE PLY SEALANT I OFING"I CONT. 2X6 CONCEALED LADDER BRACKETS: i MEEMBRANE. `' I BLOCKING. / / SPLICE PLATE 1/4" THICK WELD TO i m I EXTEND I COUNTERSINK #10 UPRIGHTS AT MAX 24" 2x2 STUCCO CONTINUOUS UP \ I N TEK BUGLE HEAD O.C. VERTICAL ALUMINUM CASING BEAD STUCCO I I AND UNDER N SCREWS @ 16" O.C., PRE -FABRICATED SPACING ANGLE : ` �, - PARAPET COPING � � I (STAGGERED), TYP, MITRED CORNER i = PLYWOOD -.�� _ �. , { LADDER RUNGS AT o i SHEATHING g'�\ I' ROOF MEMBRANE. PLYWOOD I 2X6 TRIM RE: ELEVATIONS V-0" O.C. VERTICAL 0 1 CONTINUE OVER SHEATHING I WRAP TRIM FLUSH SPACING i 25 PARAPET AND " `o WITH STUCCO ,� FACE NAIL. 11' A3.1 - o o ``' SADDLE FLASHING `C" I STUCCO J ALUMINUM BAR `�' MOLD GRATING LADDER i STUCCO L' 7l8" STUCCO FINISH OVER 3.4#SELF PLATFORM TOP i CASING BEAD I OUTSIDE OF ROOF FURRING GALVANIZED METAL LATH OVER END TRIM LANDING i I ONE LAYER HIGH DENSITY POLYETHYLENE , SEALANT BARRIER OVER ONE LAYER BUTYL RUBBER LADDER FRAME i PLYWOOD MEMBRANE BARRIER OVER 5/8" EXTERIOR t FINISH 0 7/8" STUCCO OVER 3 4# SELF FURRING GALVANIZED (BELOW) STUCCO SHEATHING GRADE PLYWOOD SHEATHING _ METAL LATH OVER ONE LAYER SAFETY CHAIN AT HIGH DENSITY POLYETHYLENE PLATFORM FRAME REAR OF LADDER BARRIER OVER ONE LAYER BUTYL RUBBER MEMBRANE BARRIER EDGE OF ROOF 1' 8 INSIDE OF ROOF OVER 5/8" EXTERIOR GRADE PARAPET SHEATHING. WRAP 15 LADDER PLAN 16 PARAPET TRANSITION AT TOWER 17 PARAPET DETAIL 1 g LADDER ACCESS COPING STUCCO. A3.1 1 " = V-0" A3.1 1 =1 �-0" A3.1 3" =1'-0" A3.1 1" =1 -0" CEMENT BOARD LAP SIDING OVER ONE SIM LAYER HIGH DENSITY POLYETHYLENE f21 BARRIER OVER ONE LAYER BUTYL A3.1 RUBBER MEMBRANE BARRIER OVER 5/8" EXTERIOR GRADE PLYWOOD SHEATHING STARTER STRIP —0 C FLASHING EXTEND 4" UP M WALL BEHIND LAP SIDING HARDIE TRIM METAL PLATE, RE: STRUCTURAL 13 STEEL COLUMN, - A7 RE: STRUCTURAL M ANCHOR ROD BRACKET, RE: STRUCTURAL I EXTEND GWB TO I BOTTOM OF DECK. (TYP.) 1 1/2" ALL EXTERIOR WALLS SEALANT ON ALL SIDES — CONTRACTOR TO CUT TRIM CONT. 2X WOOD BUCKS SHALL BE W/ MAX 1/4" GAP ON ALL SIDES ATTACHED USING HILTI KWIK-PRO SELF DRILLING SCREWS S-WW SEALANT _ co ; ` I 14X20X2 3/4" PFH #4 WINGS @ 18" O.C. CEMENT BOARD LAP SIDING OVER ONE HSS 8X8X1/4 BEHIND LAYER HIGH DENSITY POLYETHYLENE I RE: STRUCTURAL BARRIER OVER ONE LAYER BUTYL STOREFRONT ROOF DECK I / RUBBER MEMBRANE BARRIER OVER RE: STRUCTURAL 5/8" EXTERIOR GRADE PLYWOOD CONT. 2X WOOD BUCKS SHALL BE SHEATHING ATTACHED USING HILTI KWIK-PRO SELF DRILLING SCREWS S-WW TRANSITION AT ROOFING/EXTERIOR FINISH 21 HANGER ROD BRACKET COVER DETAIL I 14X20X2 3/4" PFH #4 WINGS @ 18" O.C. 3" = V-0" 5/8" EXTERIOR PLYWOOD SHE EXTEND ROOFI MEMBRANE UP 3" PVC PIPE. E) DOWNSPOUT LIGHT GA FRAM RE:STRUCTUR CONT. 2X P.T. b SHALL BE ATT/ KWIK-PRO SEL SCREWS S-WM 4 WINGS @ 18" jk B.O.OVEI 9'-oil STOREFRONT 4" ROUND S.S. DOWNSPOUT 26 _ SIDE 0VLHHANU 6LU I IUN A3.1 1 1/2" =1'-0" nuvu i T F. m i DOWNSPOUT 3" = V-0" 8" DIA. ROOF DRAIN WITH EXTENSION SLEEVE AS REQUIRED LIGHT FIXTURE RE: ELECTRICAL TAPERED INSULATION BOARD SINGLE PLY ROOFING MEMBRANE METAL DECK RE: STRUCTURAL STEEL TUBE, RE: STRUCTURAL 1 1/2" 18 GA FURRING AT 12" O.C. PORCH OVERHANG SECTION 1 1/2" =1'-0" 4" ROUND S.S. DOWNSPOUT SUPPORT ROD. RE: STRUCTURAL ,HEMCURB OR DIVALENT W/ PROPACK URABLE SEALER IGLE PLY _HANGER ROD ANCHOR I� 15' 2" v T.O. CLERESTORY /1 O tra CIO W O Q W � z Q J cl) Q Z m Z w z cf) 0 Q w c) O N Q O 1 Lo CID N W 0 T r T N >� J CO co ap LL Z J_ J Q W 0 Lu O z Q M = o N a }' o N M 0 d 5 M O -a m r c c O L-J w d O z o z H rn o U M z w Y 0 o cl CD M x¢ U L 0 r;, a s c: cr 13 12 11 10 9 8 7 6 5 4 G.7 3 2 1 A6 30 4ER PEAK — — — — — — — — — — — FCST RF3 RF2 STU1 G1 TOWER BRG. 3 2. 1 26' -10" — — — — — — (A6.1 A6.1 PVCT FCST OVH2 PAR PAR 2' -10 EQ. EQ.. 2' 10" LINE OF TOP OF OVERHANG FASCIA LINE OF TOP OF PVCT SCJ F BEYOND ROOF BEYOND R00 0 T.O. STEEL , .. ......... COLUMN TRIM RETURNED 22' - 4" N BACK TO OVERHANG FASCIA ::...: .. FCST SIG 'EQ. EQ. ........... ..............................................................................................................................................................................................................................................................................................-........................ ................................................................... ........ 'PERSTRUCT........................................PERSTRUCT:.....7 COLUMN TRIM RETURNED AT OVERHANG 3 JST. BRG. FRONT — 17'-10" T.O. CLERESTORY — 13'-6" B.O.OVERHANG 9'-0" jk T.O. MULLION & SILL 3'-0" T.O. SLAB — 0'-0" 1 FRONT ELEVATION A4 1/4" =1'-0" mu Omm wEIM 3 am M SECURITY CAMERAS TYP. RE: ELECTRICAL TRIPLE RECYCLE TRASH ADHERED MANUFACTURED STONE VENEER OVER ONE LAYER HIGH DENSITY POLYETHYLENE BARRIER OVER ONE LAYER BUTYL RUBBER MEMBRANE BARRIER OVER 5/8" EXTERIOR GRADE PLYWOOD SHEATHING CAULK AROUND TRIM PIECE ELECTRICAL BOX STONE TRIM MFR: BOULDER CREEK PRODUCT: 6"W X 8"H X 1-3/4"D OUTLET TRIM COLOR: ANTIQUE TAN OT30 INSTALL PER MFR'S RECOMMENDATIONS ELECTRICAL BOX g ELECT. BOX DETAIL @ STONE, TYP. A4 3" = V-0" 1. SYMBOL SHALL BE PLACED WITHIN 24" TO THE LEFT OF MAIN ENTRY DOOR. 2. PERMANENTY ATTACH TO FACE OF STRUCTURE ON CONTRASTING BACKGROUND. 3. BOTTOM OF SIGN 48" MIN. A.F.F. TOP OF SIGN 72" MAX A.F.F 4. AS PER 69A-60.0081 8' co LIGHT -FRAME TRUSS -TYPE CONSTRUCTION SIGN 3" = V-0" ARCHITECTURAL - EXTERIOR FINISH SCHEDULE SYMBOL MATERIAL MANUFACTURER COLOR NOTES CO2 CO2 FILL BOX WITH PVC SLEEVE THRU WALL SUPPLIER RE: Al FOR LOCATION AND MOUNTING DETAIL, 18/A7 (SIM.) DS STAINLESS STEEL THRUWALL SCUPPER & ATAS INTERNATIONAL INC. NATURAL MILL FINISH COORDINATE WITH CIVIL FOR CONNECTION TO STORM COLLECTOR AND 4" DIA. STAINLESS STEEL SEWER. SEE DETAIL 14A & 14B/A7. ALTERNATE: PETERSEN DOWNSPOUT PAC CLAD DS1 4" DIA. STAINLESS STEEL DOWNSPOUT. REFER ATAS INTERNATIONAL INC. NATURAL MILL FINISH COORDINATE WITH CIVIL FOR CONNECTION TO STORM TO SPECS FOR GAUGE SEWER. SEE DETAIL 14A & 14B/A7. ALTERNATE: PETERSEN PAC CLAD DS2 4" DIA..032 ALUM. DOWNSPOUT ATAS INTERNATIONAL INC. ------ NATURAL MILL FINISH —------------- ALTERNATE: PETERSEN PAC CLAD EPi PAINT BENJAMIN MOORE COLOR:WHITE DIAMOND #2121-60 FINISH: EGGSHELL DOOR & FRAME FCS "ARTISAN" PLANK LAP SIDING JAMES HARDIE HARRIS CREAM, FINISH: BEADED SMOOTH, 8.25" X 12' PRE -FINISHED. PROVIDE COLOR -MATCHED CAULK BY JAMES HARDIE FCST "ARTISAN" ACCENT TRIM JAMES HARDIE ARTIC WHITE, FINISH: SMOOTH, 1.5" TH x 6" W x 10'-0" L PRE -FINISHED. PROVIDE COLOR -MATCHED CAULK BY JAMES HARDIE G1 ALUMINUM GUTTERS .032 POLISHED ALUMINUM W/ CLEAR ANODIZED FINISH CONTINUOUS - NO SEAMS ALLOWED. SEE SHEET A3.1 GATE TUBE STEEL FRAME WITH IX6 CPVC GENERAL CONTRACTOR WHITE RE: SHEET Al FOR DETAILS SMOOTH -FINISH SLATS ICE ICE MERCHANDISER LEER PAINT BENJAMIN MOORE, BM OC-1 NATURAL WICKER LADD METAL EXTERIOR LADDER EASTERN METAL SUPPLY I BRUSHED ALUMINUM RE_: SHEET A3.1 FOR DETAILS LGD 6' LADDER GUARD #LG6 VISIONMASTERS EQUIP. _ MILL FINISH CO. LIGHT EXTERIOR LIGHT FIXTURE RE: ELECTRICAL DRAWINGS AND DETAIL 18/A7 FOR MOUNTING MTPN2 METAL PANEL PIONEER ARCHITECTURAL PAINT TO MATCH DOORS, P1 SYSTEMS OFS STAINLESS STEEL 8" X 16" OVERFLOW ATAS INTERNATIONAL INC. NATURAL MILL FINISH ALTERNATE: PETERSEN PAC CLAD SCUPPER OVH METAL OVERHANG FACING ATAS INTERNATIONAL INC. RAPID-LOK FASCIA, CUSTOM EDGE-LOK FASCIA, COLOR: #17 BRITE RE: A3.1 FOR DETAILS. ALTERNATE: PETERSEN PAC CLAD. RED SECURITY CAMERAS, TYP. RE: ELECTRICAL 2" 4" STAINLESS STEEL DOWNSPOUT — LAP SIDING T.O.Lk MULLION & SILL PRE -CAST ADHERED MANUFACTURED STONE WATERTABLE/SILL ADHERED MANUFACTURED STONE VENEER STN5 RE: DETAILS 14A AND 14B/A7 FOR TRANSITION TO STORMWATER SYSTEM T.O. SLAB 0' 0" 4 DOWNSPOUT AT WATERTABLE A4 1. =V-0" . w WALL FINISH AS SCHEDULED METAL FLASHING CONTINUOUS SEALANT - 'C' CHANNEL, COOOD. LOCATION TRIM ll Ilk _ 9' T.O. METAL FRAME N _ PRE -FINISHED METAL PANEL FRAME CONT. BRAKE METAL CLOSURE PANEL. RE: ELEVATION METAL PANEL WELDED TO FRAME BY MFR. RE: ELEVATIONS ma SUBSTRATE AS SCHEDULED 1 1/4"PRE-FINISHED N METAL PANEL FRAME METAL FLASHING = CONTINUOUS SEALANT ' TRIM I \ I Lo 7-2 ' T.O. DOOR FRAME 5 METAL PANEL DETAIL A4 3" = V-0" GENERAL NOTES 1. ALL BLOCKING @ HARDIE FOR LIGHTS, SECURITY ITEMS. SEE DETAIL 18/A7. 2. MOUNT SECURITY CAMERAS THE SAME HEIGHT AS THE EXTERIOR WALL FIXTURE. 3. PROVIDE 6" X 8" ELECTRICAL BOX STONE TRIM BY BOULDER CREEK, COLOR: ANTIQUE TAN, AT ALL EXTERIOR ELECTRICAL RECEPTACLES MOUNTED ON STONE. RE: DETAIL 8/A4. 4. ALL WALL MOUNTED EQUIPMENT INCLUDING, BUT NOT LIMITED TO, ELECTRIC METERS, IRRIGATION METERS, PHONE/CABLE BOXES, EXTERNAL VENTS, AND LOUVERS TO BE PAINTED TO MATCH WALL OR COLOR OTHERWISE CONSISTENT WITH THE BUILDING COLORS. ARCHITECTURAL - EXTERIOR FINISH SCHEDULE SYMBOL MATERIAL MANUFACTURER COLOR NOTES OVH2 HIP ROOF FASCIA ATAS INTERNATIONAL INC. BRAKE METAL, COLOR #26 BONE WHITE RE: A3.1 FOR DETAILS. ALTERNATE: PETERSEN PAC CLAD. PAR ALUMINUM PARAPET CAP ATAS INTERNATIONAL INC. COLOR TO MATCH ADJACENT TRIM ALTERNATE: PETERSEN PAC CLAD PVCT ACCENT TRIM AZEK WHITE, FINISH: SMOOTH PRE -FINISHED. ALTERNATE: PALIGHT RF2 METAL ROOFING ATAS INTERNATIONAL INC. MRD194 DUTCH SEAM (1 1/2")19,25", COLOR: #23 COPPERTONE ALTERNATE: PETERSEN PAC CLAD RF3 STANDING SEAM ROOF HIP CAP ATAS INTERNATIONAL INC. ITO MATCH METAL ROOFING ALTERNATE: PETERSEN PAC CLAD RSUP ROD SUPPORT & PLATE POWDER COAT, MATCH SW #6076 SEE STRUCTURAL. ALL RODS NOT INDICATED ON STRUCTURAL ARE PURELY DECORATIVE RE:_2_1/A3.1 _SCJ STUCCO CONTROL JOINT3/4" WIDE —_ _ _ - "W" SHAPED ACCORDION STYLE RE:SPECS SIGN I ILLUMINATED SIGNAGE SIGN BY WAWA, SURFACE MOUNTED SOFF MPS120, SOLID AND VENTED ATAS INTERNATIONAL INC. _ _ BONE WHITE BUILDING OVERHANGS. ALTERNATE: PETERSEN PAC -CLAD SPAN SPANDREL GLASS, 1" INSULATED TEMPERED VERICON SUBDUED BRONZE FRIT TO BE ON INSIDE OF PANEL STN1 MANUFACTURED STONE VENEER BORAL SOUTHWEST BLEND PF-8019 . PRO -FIT LEDGESTONE STN2 PRE -CAST MANUFACTURED STONE WATERTABLEISILL BORAL TAUPE CSV-1375 VERTICAL GROUT JOINTS: 3/16" MAX. WIDTH. GROUT WITH BONSAL #71 WARM IVORY STN5 PRE -CAST STONE BASE ITALIAN CAST STONE 3"W X 6"H X 48" LENGTHS. COLOR: ICS-LS-WAWA-SABIA, FINISH: "LIGHT SMOOTH"; MAINTAIN CONSISTENT COLOR THROUGHOUT PROJECT RE: DETAIL 5 & 11/A6.1. ALTERNATE: QUALITY STONE VENEER, INC. SEE SPECIFICATIONS. VERTICAL GROUT JOINTS: 3/16" MAX. WIDTH. GROUT WITH BONSAL #71 WARM IVORY STN6 PRE -CAST STONE CAP ITALIAN CAST STONE COLOR: WHITE RE: SHEET A10. GROUT JOINTS 3/16" MAX. WIDTH. COLOR: (TO MATCH STONE CAP) STOR STOREFRONT SYSTEM KAWNEER ------WHITE CLEAR ANODIZED RE: SPECIFICATIONS STU1 STUCCO SENERGY #3085 MERINGUE, FINISH: SAHARA _ STU2 STUCCO SENERGY #354 STARK WHITE, FINISH: FINE TG 1" INSULATED TEMPERED GLASS RE: SPECIFICATIONS TGT 1" INSULATED TEMPERED GLASS PPG SOLARGRAY VLT. SEE SPECS RE: SPECIFICATIONS TH 36" X 48" ACCESS HATCH FACTORY FINISH RE: DOOR SCHEDULE, SHEET Al 0 t+`x cM CO W Y p p C'L Q W � z Q J Q Z m z w z 0- z Q w � p v N Q 0 N H Lo 00 N W 0 T 0 T N >L0 CM _j Lo m C') C) LJL m LL :z :5J Q J W = w _� p z "_ Q = � oU) LLj N a 2 U) z 0 W W 0 cr w w J w W w mo N � c� 0 d 3 M 0 � L c p! a co m w o z 0 z f- � N U Y W C o z 5 � U1 -2 � J U (n TOWER PEAK 33- 4" Lk TOWER BRG._ 26' -10" jk T.O. STEEL 22' - 4" JST. BRG. REAR — 16'-43/4" OVH SOFF T.O. MULLION & SILL II - 3I-0 T.O. SLAB _ 0'-0" 1 REAR ELEVATION A4.1 1/4" =11 0" j 11 LIGHT ------------ FCS FCST 13 LIGHT FCST STN6 PVCT FCST SOFF OVH \:\_:may.._. _, ....r............ ....... ......:.... ,...,..:......:.........:,.....:......:....a....:,......,,.....,::.,....: __ __ ....� \,..vim a ....... ... , .. ........� .. ......... a .....-- ......� ....\........ .........:... \.tx. .,x� , ,xx., av,4\, ax.v., \xxv \ ••••••••:••••••:••• ,•••.••,u ..`.... a. .. ? .....,. ....,...� .....u.. .. . _. \... \__ a___ .____ .____ ____ ..v...: V__ ..- __ .,v..., ...,�. ,__. ,.v.... ___ r \ ICE. , , \ a \ ....tt ,x \ ,,..t\tM1x\ ..::::• , v..v.{ . u..v, vv� •..vJvt. , ...::.v::: , ...\-ntx, , � u „:\�xu, `.\x��•_ _ .... t...... ............. ......... .. .............. ..............�. v..... ..... ..... .. ..,.. ..... ... ..,.. .... ......a........ : ,.....t....... . ,.., EP1 .. ..,a {,.., . .., , , .,x. ,.a,. .x,. r.., . . , , ,.... ,.a ..\.aa., .,.,....i.....:...:.....\a,...: YDR & FRM BOLLARDS, STN2 TYP. RE: CIVIL 14B A7 STN1 STN5 00� TN1 S ----------- :: \ \ o o, FCS___ _-�• _ , ... � _ . _ , _ T.O. MULLION & SILL " , EIT -.,..__. .,.._ .._ . ...,,....a„x _. ....;... ,.........„x+,.._\. • _zx� _ ++±�.. _ cz�.--�., ri� ..�. _""x-c`-__ __ __zz�--:...tom _� _\,., s±,\,.,_�.�:c„c::;±±±_ ■ s.. .a.. \ r _ � ::_ ?_�_ r • \ t ,x Qb xv.. • , , • ,,,, , � , xx t ,.., � ,..v x • a x • t ,-. \v:.vx , g� \. \ xm , x, � xtv~, \aaxa, ,Z .. .... ....txxx .n ., .. T 0 SLAB STN5 DR & FRM x , . _...... ....... ...... 2.....:...:.....,. = ` aaa.. ;,„a. ::_ :,....... DR & FRM 0' -oil FCST POWER WASH EXTEND DOOR WALL HYDRANT BOX. PAINT TO MATCH TRIM TO FINISH 2 LEFT ELEVATION RE:DETAIL0TAOR AILOR IL 115/AP1). FLOOR, TYP. A4.1 114" = 1' ' GENERAL NOTES —1 1. ALL BLOCKING @ HARDIE FOR LIGHTS SECURITY ITEMS. SEE DETAIL 18/A7. 0 M T.O. SLAB 0'-0" g LADDER GUARD DETAIL A4.1 1/2" =11 0" 2. MOUNT SECURITY CAMERAS THE SAME HEIGHT AS THE EXTERIOR WALL FIXTURE. 3. PROVIDE 6" X 8" ELECTRICAL BOX STONE TRIM BY BOULDER CREEK, COLOR: ANTIQUE TAN, AT ALL EXTERIOR ELECTRICAL RECEPTACLES MOUNTED ON STONE. SEE DETAIL 8/A4. 4. ALL WALL MOUNTED EQUIPMENT INCLUDING, BUT NOT LIMITED TO, ELECTRIC METERS, IRRIGATION METERS, PHONE/CABLE BOXES, EXTERNAL VENTS, AND LOUVERS TO BE PAINTED TO MATCH WALL OR COLOR OTHERWISE CONSISTENT WITH THE BUILDING COLORS. EMERGENCY 3' 4" 1' 41/4" OVERFLOW PROVIDE SCUPPER WITH SLOTS c I COLLECTOR BOX co -- -- ----------- ------------ 0 V . 4" N ROOF SURFACE METAL FLANGE g SCUPPER AND OVERFLOW DETAIL Av =11.o11 FCST EXTEND DOOR TRIM TO FINISH FLOOR, TYP. FCST PVCT PAR STN2 BOLLARDS, TYP. STN1 RE: CIVIL STN5 __.___._...................................__..._....._.__.__�_.. LADD _._.._._. 11' - 41 /2"-________ .._._.._....._._._._1-_ o _------------ _______- - I_ --------- ------- --------- -------------- �_.. ______________._._.______________________________.______.____.___... — JST_BRG. REAR ------------------------________________-____-___ :Q.._........_._...__...___._.__._.__EQ_.____.____________ _______- ........ ..........._......... _-_..__.._______ .__ ________________--________________-_-____-____ _ :(-LIGHT ---_ ------------------- _-------- ______________-- _......_. FCS FCST STN6 PVCT - - - - - _ ------------------ ............................ LIGHT GATE GATE - - ---_-_______________ __-_-_- - STN2 S H`- STN5 WSTN5 FCST " STORE NUMBER SIGN - 8 EXTEND DOOR 2" HIGH NUMBERS, TYP. ALL OUTLET A4 TRIM TO FINISH COLOR BLACK. ALIGN @ STONE VENEER FLOOR, FINISH WITH VISION GLASS CO2 BOLLARDS PER CIVIL, TYP. ARCHITECTURAL - EXTERIOR FINISH SCHEDULE SYMBOL MATERIAL MANUFACTURER COLOR NOTES CO2 CO2 FILL BOX WITH PVC SLEEVE THRU WALL SUPPLIER RE: Al FOR LOCATION AND MOUNTING DETAIL, 18/A7 (SIM.) DS STAINLESS STEEL THRUWALL SCUPPER & ATAS INTERNATIONAL INC. NATURAL MILL FINISH COORDINATE WITH CIVIL FOR CONNECTION TO STORM COLLECTOR AND 4" DIA. STAINLESS STEEL SEWER. SEE DETAIL 14A & 148/A7. ALTERNATE: PETERSEN DOWNSPOUT PAC CLAD DS1 4" DIA. STAINLESS STEEL DOWNSPOUT. REFER ATAS INTERNATIONAL INC. NATURAL MILL FINISH COORDINATE WITH CIVIL FOR CONNECTION TO STORM TO SPECS FOR GAUGE SEWER. SEE DETAIL 14A & 14B/A7. ALTERNATE: PETERSEN PAC CLAD DS2 4" DIA..032 ALUM. DOWNSPOUT _ ATAS INTERNATIONAL INC. ( NATURAL MILL FINISH ALTERNATE: PETERSEN PAC CLAD EP1 PAINT BENJAMIN MOORE COLOR:WHITE DIAMOND #2121-60 FINISH: EGGSHELL DOOR & FRAME FCS "ARTISAN" PLANK LAP SIDING JAMES HARDIE HARRIS CREAM, FINISH: BEADED SMOOTH, 8.25" X 12' PRE -FINISHED. PROVIDE COLOR -MATCHED CAULK BY JAMES HARDIE FCST "ARTISAN" ACCENT TRIM JAMES HARDIE ARTIC WHITE, FINISH: SMOOTH, 1.5" TH x 6" W x 1 U-0" L PRE -FINISHED. PROVIDE COLOR -MATCHED CAULK BY JAMES HARDIE G1 ALUMINUM GUTTERS .032 POLISHED ALUMINUM W/ CLEAR ANODIZED FINISH CONTINUOUS - NO SEAMS ALLOWED. SEE SHEET A3.1 GATE TUBE STEEL FRAME WITH 1X6 CPVC GENERAL CONTRACTOR WHITE RE: SHEET Al FOR DETAILS SMOOTH -FINISH SLATS ICE ICE MERCHANDISER _� LEER PAINT BENJAMIN MOORE, BM OC-1 NATURAL WICKER LADD METAL EXTERIOR LADDER EASTERN METAL SUPPLY BRUSHED ALUMINUM RE: SHEET A3.1 FOR DETAILS LGD & LADDER GUARD #LG6 VISIONMASTERS EQUIP. MILL FINISH _ CO. LIGHT EXTERIOR LIGHT FIXTURE RE: ELECTRICAL DRAWINGS AND DETAIL 18/A7 FOR MOUNTING MTPN2 METAL PANEL PIONEER ARCHITECTURAL PAINT TO MATCH DOORS, P1 SYSTEMS OFS STAINLESS STEEL 8" X 16" OVERFLOW ATAS INTERNATIONAL INC. NATURAL MILL FINISH ALTERNATE: PETERSEN PAC CLAD SCUPPER OVH METAL OVERHANG FACING ATAS INTERNATIONAL INC. RAPID-LOK FASCIA, CUSTOM EDGE-LOK FASCIA, COLOR: #17 BRITE RE: A3.1 FOR DETAILS, ALTERNATE: PETERSEN PAC CLAD. RED ARCHITECTURAL - EXTERIOR FINISH SCHEDULE SYMBOL MATERIAL MANUFACTURER COLOR NOTES OVH2 HIP ROOF FASCIA ATAS INTERNATIONAL INC. BRAKE METAL, COLOR #26 BONE WHITE RE: A3.1 FOR DETAILS. ALTERNATE: PETERSEN PAC CLAD. PAR ALUMINUM PARAPET CAP ATAS INTERNATIONAL INC. COLOR TO MATCH ADJACENT TRIM ALTERNATE: PETERSEN PAC CLAD PVCT ACCENT TRIM AZEK WHITE, FINISH: SMOOTH PRE -FINISHED. ALTERNATE: PALIGHT RF2 METAL ROOFING ATAS INTERNATIONAL INC. _ MRD194 DUTCH SEAM (1 1/2")19.25", COLOR: #23 COPPERTONE ALTERNATE: PETERSEN PAC CLAD RF3 STANDING SEAM ROOF HIP CAP ATAS INTERNATIONAL INC. TO MATCH ALTERNATE: PETERSEN PAC CLAD RSUP ROD SUPPORT & PLATE _METAL _ROOFING POWDER COAT, MATCH SW #6076 SEE STRUCTURAL. ALL RODS NOT INDICATED ON STRUCTURAL ARE PURELY DECORATIVE RE: 21/A3.1 SCJ STUCCO CONTROL JOINT - 3/4" WIDE 'W�SHAPED ACCORDION STYLE RE:SPECS SIGN ILLUMINATED SIGNAGE _ _ _ _ SIGN BY WAWA, SURFACE MOUNTED SOFF MPS120, SOLID AND VENTED ATAS INTERNATIONAL INC. BONE WHITE BUILDING OVERHANGS. ALTERNATE: PETERSEN PAC -CLAD SPAN SPANDREL GLASS, 1" INSULATED TEMPERED VERICON SUBDUED BRONZE FRIT TO BE ON INSIDE OF PANEL STN1 MANUFACTURED STONE VENEER BORAL SOUTHWEST BLEND PF-8019 . PRO -FIT LEDGESTONE STN2 PRE -CAST MANUFACTURED STONE WATERTABLE/SILL BORAL TAUPE CSV-1375 VERTICAL GROUT JOINTS: 3/16" MAX. WIDTH, GROUT WITH BONSAL #71 WARM IVORY STN5 PRE -CAST STONE BASE ITALIAN CAST STONE 3"W X 6"H X 48" LENGTHS. COLOR: ICS-LS-WAWA-SABIA, FINISH: "LIGHT SMOOTH" ; MAINTAIN CONSISTENT COLOR THROUGHOUT PROJECT RE: DETAIL 5 & 11/A6.1. ALTERNATE: QUALITY STONE VENEER, INC. SEE SPECIFICATIONS. VERTICAL GROUT JOINTS: 3/16" MAX. WIDTH. GROUT WITH BONSAL #71 WARM STN6 PRE -CAST STONE CAP ITALIAN CAST STONE COLOR: WHITE RE: SHEET A10. GROUT JOINTS 3/16" MAX. WIDTH. COLOR: WHITE (TO MATCH STONE CAP) STOR STOREFRONT SYSTEM KAWNEER CLEAR ANODIZED RE: SPECIFICATIONS STU1 STUCCO SENERGY #3085 MERINGUE, FINISH: SAHARA STU2 STUCCO SENERGY _ #354 STARK WHITE, FINISH: FINE TG 1" INSULATED TEMPERED GLASS RE: SPECIFICATIONS TGT 1" INSULATED TEMPERED GLASS PPG SOLARGRAY VLT. SEE SPECS RE: SPECIFICATIONS TH 36" X 48" ACCESS HATCH FACTORY FINISH RE: DOOR SCHEDULE, SHEET Al crs Er a u o"0 �",rr� � w `t .; q.w.t 0.! u. rl co CO W YVJ TOT T Q W �z Oj � J J C/) coZ LIA w 3: Cf) Lu CL z z < Q O Co Q 0 N Lo 00 N LSD 4# Lu cc O Iii— U) T c: ■ T N > u) co m co o ILL L.o � Z LIL_ J W = w � cz Er z Q O = M 0- N 0 0 a U) z 0 W W Ir 0 M W w tJ w w w x c :� C) o 04 0 d 5 CM o v m 0 y:. -g, 2- • w a z o ti z F- rn N G1 (� oLLJo i+5 W z 0 `\° CDJ ` Q =n IL o o 0 A4.1 I '.' RETAIL ALK-IN REF IG. . WATER TABLE ` 3'-0" j BUILDING SECTION - Al 1/4" = V-0" L K J H G F E D.2 D C B A 2 A6.1 � � I ,:.........::. ..............................: T.O. STEEL 22' 4" LAP SIDING PER FINISH 3 ' SCHEDULE A6.2 I 1 /4" / 12" _ — —SLOPE ONE LAYER HIGH -DENSITY JST, BRG. FRONT POLYETHYLENE BARRIER 17 " OVER ONE LAYER BUTYL -10 RG.REA� RUBBER MEMBRANE JST.B 16' 4 3RG. I 5/8" FRT PLYWOOD BEHIND SIGNAGE ' 8" METAL STUDS EE T . ACOUST. CEILING GOOSE LOGO SIGN . ............. ..............:...............:.:.:. ...........................:.. ..:.:.:.:::..:::::::::::: .................... ...................... ..:..... ... .:....:........................ .:::::[:::::: ..... ........... .. .. .. ... . ... . . ... . . . . . . . . ..........:..: ... ...................... ... .: CONNECTOR T.O. W.I.R. . ...........: ............................. \ \' : ANCHOR PER MFR. w-m..................................:....... I 1 4 :::::::::::::: .::::::::::::::::::::. .:................... . . . . . . . . . . ..:.:.:.:.. r-7r 777 . . .......: . .... ... ......:. .......:...:...:...:.. .:...:.....:....:....:...:..:....:....: ..: ........... . . . . :.: .. .. .. . . . .SPACER SLEEVE AT EACH ..............:... . ::.:.: ......... .... B.C. OVERHANG ANCHOR, SSH SHO------------ WN —li .. ... .. .. _ .o„ 9 0" N ,,�,. :: .............. ti 2 BUILDING SECTION Al ` SUSPENDED ACOUSTICAL TILE CEILING 0. MULLION & SILL 3'_0" i .u. bLA T.O. SLAB t . . _ .. - e ;. s' i ...........: : ::......:: I::......::.€ :......._ i:.......::._ €........::. : ....: `:...... !:::...::._ :.......€ i .......::. 1 ......._ ::::.::. :......::. i::.......€ ; :.....: ::......::.I 's I::...... 's::::::::. I ::.....:..; ..::::._ :......::. 's :::.....::. 's I::......:. €::......: I::......::. ::......... :...:..t. ...... ..... ...... i' i i i i i _ RETAIL WALK-IN REFRIG. "WAWA" LOGO SIGN 1/2" LIQUID TIGHT CONNECTOR ANCHOR PER MFR. SPACER SLEEVE AT EACH ANCHOR, AS SHOWN SPACER CUT ANGLE SHALL MATCH LAP SIDING SLOPE. PROVIDE LIQUID TIGHT MASTIC TYP. NOTE: TRANSFORMER BOXES TO BE LOCATED ABOVE CEILING AND BELOW ROOF DECK. NO ROOF OR PARAPET PENETRATIONS ALLOWED. (_3_-� SIGNAGE DETAIL @ LAP SIDING (IF REQ'D 1"=V-0" 1/4 -20 ANCHOR BOLT TO BE DETERMINED BY WALL TYPE 2 X 2 X 1l8" STEEL ANGLE TYP. LISTED DISCONNECT SWITCH TRANSFORMER BOX LED POWER SUPPLY 1/2" LISTED FLEX (LIQUID TIGHT SHOWN) TO PRIMARY SOURCE 1 /4"-20 ANCHOR BOLT TO BE DETERMINED BY WALL TYPE 2" X 2" X 1/8" STEEL ANGLE, TYP. LISTED DISCONNECT SWITCH TRANSFORMER BOX LED POWER SUPPLY 1/2' LISTED FLEX (LIQUID TIGHT SHOWN) TO PRIMARY SOURCE NOTE: ALL EXTERIOR WALLS TO HAVE R-30 INSULATION tL� Lei V co co W Y O � ^ T W Er Z Q J � Q Z m F- Z W w Z�wQ w U O N Q O 6 00 CV Ln W Ir O U) T 0 T N >Lo CO J m CO 0 LJL L 00 Z LL �_ J Q W w OZS � T z Q _ C" ) U w W N 0 cr a z O F_ U Lu CJ) 0 z M J w J w m w x �C) i N M O d � M O C O y d Q y Cn l QIt i I �i w O Z O z F uj 5 Lo O W N M J C3 Lu he Q co �E.:�D2\D � Ci �B�I i C TOWER PEAK 33' - 4" 12" \ 6" A 9 A6 8 7 6 TOWER PEAK 33' - 4" PRE-ENGINEERED ROOF TRUSS FRAMING. RE: STRUCTURAL 5/8" EXTERIOR GRADE PLYWOOD STANDING SEAM METAL ROOF RE: A4 ARCH, EXTERIOR FINISH SCHEDULE 1 A3.1 Lk TOWER BRG, _ 26-10" — — 10 0 0 GUTTER, PERIMETER OF i FASCIA 7/8" STUCCO FINISH OVER 3.44 SELF- FURRING GALVANIZED METAL LATH OVER I I ONE LAYER HIGH DENSITY POLYETHYLENE BARRIER OVER ONE LAYER BUTYL I I 0 7/8" STUCCO FINISH OVER 3.4# RUBBER MEMBRANE BARRIER OVER 5/8" SELF -FURRING GALVANIZED EXTERIOR GRADE PLYWOOD SHEATHING I I 0 METAL LATH OVER ONE LAYER 0 5/8" EXTERIOR GRADE F.R.T. I I HIGH DENSITY POLYETHYLENE 8 METAL STUD. RE: STRUCTURAL PLYWOOD CONT AT TOWER I I BARRIER OVER ONE LAYER INTERIOR UP TO 48" ABOVE I BUTYL RUBBER MEMBRANE DECK I 1 1 BARRIER OVER 5/8" EXTERIOR RAIN SHIELD 1 GRADE PLYWOOD SHEATHING 3 101 A6 I FIRE ITANT I I PLYWOOD SOHEATHING AT ENTIRER-GRADE TH 101 0 1 1 WALL SURFACE BEHIND SIGN 36" X 48" ACCESS HATCH I 1 SEE DOOR SCHEDULE 1 PROVIDE BLOCKING PER I SIGNAGE MFR REQUIREMENTS R-40 ROOF INSULATION I I 1 1 SINGLE -PLY ROOFING SYSTEM 1 I o 1 SIGN, BY SIGN CONTRACTOR OVER R-40 INSULATION, TYP. 0 0 l 0" :':�': � _ JST. BRG. FRONT 17'-10" I I I I 1 I I 8" METAL STUD 0 RE: STRUCTURAL STEEL'JOIST. • I I I RE: STRUCTURAL BATT INSULATION 0 0 8" 16-GA. MTL STUDS @ 24" O.C. 0 RECESSED LIGHTING. RE: ELECTRICAL T.O. CLERESTORY 0 7/8" STUCCO FINISH OVER 3.4# SELF _ 13' 6" 5/8" M.R. FURRING GALVANIZED METAL LATH \ GWB CEILING \ OVER ONE LAYER HIGH DENSITY SUSPENDED ACOUSTICAL ER OVER E TILE CEILING \ \ O LAOYER BUTYL U RUBLYETHYLENE BER MEMBRANE , BARRIER OVER 5/8 EXTERIOR GRADE PLYWOOD SHEATHING BEYOND B.O. CLERESTORY OIL 11' -oil STOREFRONT SYSTEM OIL B.O. ARCHED WINDOW PREFINISHED BRAKE METAL OVER 10' - 4" ONE LAYER HIGH DENSITY POLYETHYLENE BARRIER OVER ONE LAYER BUTYL RUBBER MEMBRANE BARRIER. BRAKE METAL TO MATCH B.O.OVERHANG B.O.— — — — STOREFRONT 9' - - :: ;:;_.;_._ ----- WHITE STUCCO ' BAND BEYOND �� 00 _,__ TUBE STEEL BEAM ..... RE: STRUCTURAL EXTERIOR LIGHT FIXTURE. lo FIXTURE SHALL BE SECURED AGAINST MOVEMENT/ 25 // :,:,:"....... 5 OTATION. RE: ELECTRICAL. ... . //- -_--------`-°=` ` ADHERED MANUFACTURED STONE ........................ .. ...... / VENEER .........'.......'........ .. .I...' . ............ -.. .. .... ..... .... .......... .. .. .. / ............ V3 O T.O. MULLION & SILL ...................... .................. ........ \ .._. . ...... I ................. .. ...... ............. \ \ ::-.......:...:........_.. PRE -CAST ADHERED MANUFACTURED TERRAllO FLOOR FINISH .............................. ....... ........ \\ ::: ' .:... ::. ?"" "' STONE WATERTABLE/SILL BEYOND .....................'.'. .. ...... ................... ..... ...'......... ...... \ \�, , ....................... ............ _._ _ CONCRETE SLAB, ............................. . .. .. ... ................. \ ........ ; . ..:.. .., ::.......: ` STOREFRONT SYSTEM RE: STRUCTURAL ............. ... .... .......................... ......................... ::::::__._..., ....... " ........................... d III ... ....... .............. " 1/2" EXPANSION JOINT ..........., .. I •...........,..........., ...... ....... ..... ;.. .. •• i \ .......; W/ SEALANT, TYP._ I 1 TOWER SECTION A6 1/2" = V-0" LIGHT FIXTURE WC1 10" WD. BLOCKING SET UP FROM BOTTOM EDGE _ OF CAP TO ALLOW FOR Z-CLOSURE 12" 6" 1 A3.1 Ljk TOWER BRG. — 26' -10" I 0 11 1 0 I I 1 5/8" EXTERIOR GRADE I 1 F.R.T. PLYWOOD, CONT. 101 AT TOWER INTERIOR 101 ' I 1 UP TO 48" ABOVE DECK 1 I 101 �, TH 101 . 36" X 48" ACCESS DOOR N111 SEE DOOR SCHEDULE LA JST. BRG O.. . F_____________________________________________ FRONT _ 110 17'-10" 101 1 1 8" 16 GA. MTL ____________________________________ STUDS @ 24" O.C. II — — — — — — — — — — — — — — — — — — — 0 0 0 0 0 0 T.O. CLERESTORY _ I I — — — — — — — — — — — — — — — — — — — — — 13'.6" I 1 1 5/8" M.R. CGWB CEILING II � I O I I I I 0 B.O.OVERHANG (57 PORCH OVERHANG ............. ADHERED MANUFACTURED STONE STOREFRONT SYSTEM VENEER :::... ........... / \ 29-_- - . .............. / \ PRE CAST ADHERED -- -- VESTIBULE / \ / 25 MANUFACTURED STONE ..... .......... WATERTA LE/ I L BEYOND ......... :.. p I T.O, MULLION &SILL O \ / \ / . ............. T.O. SLAB \ / 0'-0" - . 1/2" EXPANSION JOINT W/SEALANT TYP. — 2 TOWER SECTION A6 1/2" = V-0" I I CUT MIN. 4-1/2" DIA. SHEATHING +J I HOLE FOR J-BOX — MOUNT J-BOX I I FLUSH W/ FACE OF I 1 .31/2"�, VENTILATION OPENING MOUNTING BLOCK- I I co I I �- IN SHEATHING I I LT FIXT, OUTLINE I 1 sr- 8 I 4" OCTAGONAL A6 I I J-BOX LEAVE GAPS 1 BLOCKING FOR AIR SECTION FRONT VIEW FLOW TOWER PIER LIGHT FIXT. WC1 MOUNTING BLOCK: AREA OF ROOF CAP — — — — MFR: BORAL ROOF HIP MODEL: FLAT TEXTURED CAPSTONE,10" W X 20" L COLOR: "TAUPE" NOTES: CUT OPENING FOR 4" OCTAGONAL J-BOX AS SHOWN. CENTER BLOCK ON LT. FIXT. TOWER LIGHT FIXTURE MOUNTING DETAIL 6 ROOF CAP PLAN VIEW 1'. = V-0" A6 318" =1-4- ROOF CAP FIELD CADDIPATM F°^"" FLAT SHEET CAP HIP COVE METAL ROOF HIP CAP EXTE UNDER TOP C WIDER HIP CC 7 ROOF CAP PLAN VIEW A6 3/8" = V-0" J TOWER CAP HIP DETAIL A6 1 1/2" =1'-0" Al R" ROOF CAP FIELD FABRICATED FROM FLAT SHEET PROVIDED BY MTL ROOF MFR MIDPOINT BLOCKING 2X PLUS 5/8" PLWD. ALLOW GAPS IN BLOCKING FOR AIR FLOW VENTILATED Z- CLOSURE METAL ROOF PANEL ICE & WATER SHIELD ON "�i U c'M CD Y_ c) a_ W cr Z Q J cf) m 2-7 H Z W ' w z � Lu Q w Q �. v O N Q 0 ll— Lb 00 N Lo Ir 0 vJ T_ 0 T N >Lo J M m c'' J OO z v) �..L J Q — J W — 2 w T z QQ M U w W N 0 EL y ZANt z 03/03/2017 R 0 0 N M O d fM o d U c c CI U LU WIF- I I a Z CLLLI o z F- rn N 0 o z u w o � W 2 3 J U (n C B A A 17 T.O. STEEL T.O. STEEL 17 T.O. STEEL _ A3 f — — — — A3 1 — — — — — 22 4" 22 - 4 22' - 4" I I STEEL BEAM. RE: STRUCTURAL I I I 17 A3.1 ' CEMENT BOARD LAP SIDING OVER ONE LAYER HIGH DENSITY CEMENT BOARD LAP SIDING OVER ONE POLYETHYLENE BARRIER OVER ONE LAYER HIGH DENSITY POLYETHYLENE K LAYER BUTYL RUBBER MEMBRANE - BARRIER OVER ONE LAYER BUTYL _ CEMENT BOARD LAP SIDING OVER ONE BARRIER OVER 5/8" EXTERIOR RUBBER MEMBRANE BARRIER OVER 5/8" LAYER HIGH DENSITY POLYETHYLENE GRADE PLYWOOD SHEATHING. EXTERIOR GRADE PLYWOOD SHEATHING BARRIER OVER ONE LAYER BUTYL RE: EXTERIOR ELEVATIONS RUBBER MEMBRANE BARRIER OVER SINGLE PLY ROOFING SYSTEM 5/8" EXTERIOR GRADE PLYWOOD SINGLE PLY SHEATHING. RE: EXTERIOR ELEVATIONS ROOFING SYSTEM A .. - - , , ' 8 METAL STUD R30 BATT INSULATION, TYP. RE: STRUCTURALIx ELL — JST. BRG, FRONT JST. BRG. FRON — _ _ 8" METAL STUD. RE: STRUCTURAL 17' -10" 17' -10"7 STEEL BEAM, STEEL BEAM. RE: STRUCTURAL RE: STRUCTURAL STEEL BEAM. RE: STRUCTURAL STEEL JOIST, BEYOND. RE: STRUCTURAL INSULATE VOIDS AT BEAMS INSULATE VOIDS AT BEAMS STEEL JOIST. RE: STRUCTURAL 18 A7 R30 BATT INSULATION (TYP.) _ HANGER ROD ANCHOR 15' - 2" I I TRIM BOARD, I - RE: EXTERIOR ELEVATIONS — — — — — — — T.O. CLERESTORY 13'-6" 1/2" GWB TO R30 BATT INSULATION UNDERSIDE OF DECK 2' X 2' ACOUSTICAL I I TILE CEILING 8" METAL STUD. STOREFRONT SYSTEM RE: STRUCTURAL ' , I STOREFRONT SYSTEM TRIM BOARD. ' _ 8" 16-GA. MTL. RE: EXTERIOR ELEVATIONS STUDS (� 24"O.C• I TRIM BOARD, TYP. RE: FASCIA PANEL I EXTERIOR ELEVATIONS 0 I I TUBE STEEL BEAM. 5/8 M.R. RE: STRUCTURAL GWB CEILINGCD _ _ _ CD ' — — — _ _ — — — — — — — — — — — — — _ _ _ _ _ _ _ CD — — — — — _ _ _ - - B.O.OVERHANG SIM 28 - - - -SOFFIT - - - - - - - 26 A3.1 A3.1 / STOREFRONT SYSTEM DOWNSPOUT BEYOND 5 PRE -CAST ADHERED STOREFRONT SYSTEM A6.2 SIM MANUFACTURED STONE WATERTABLE/SILL — T.O. MULLION &3SILL T.O. MULLION & SILL — — — T.O. MULLION &3 SILL _ — 11 ADHERED MANUFACTURED STONE VENEER OVER ONE LAYER .' HIGH DENSITY POLYETHYLENE BARRIER OVER ONE LAYER 8 5 BUTYL RUBBER MEMBRANE A6.1 A6.1 SIM. BARRIER OVER 5/8" EXTERIOR TERRAllO FLOOR FINISH GRADE PLYWOOD SHEATHING TERRAllO :. TERRAZZO FLOOR FINISH FLOOR FINISH 1/2" EXPANSION JOINT g CONCRETE SLAB. W/ SEALANT, TYP. A6.1 RE: STRUCTURAL , . t a 1\\ r , • t , CONCRETES LAB. .......... ' CONCRETE SLAB �� •-�� -�� ------ S ,. RE: TRUCTURAL ,. ' RE STRUCTURAL .-. ,. t_i .. __ CONCRETE FOOTING.: _ __,_, ____ _,__ ______ .,._._ L. _..... _____ ________ .__._ _____ _ _ ___ ______ ______ ____._ _______ _____ ._..._ - RESTRUCTURAL , ' . ,• ;; ... 1 FRONT WALL SECTION 2 FRONT WALL SECTION 3 FRONT WALL SECTION A6A 3/4" = V-0" A 3/4" =1,-0„ ADHERED MANUFACTURED ADHERED MANUFACTURED STONE STONE VENEER OVER ONE LAYER I VENEER OVER ONE LAYER HIGH CEMENT BOARD LAP SIDING OVER ONE HIGH DENSITY POLYETHYLENE �I , 30# ELASTOMERIC SELF ADHERING DENSITY POLYETHYLENE BARRIER LAYER HIGH DENSITY POLYETHYLENE I BARRIER OVER ONE LAYER FOUNDATION PVC MEMBRANE WRAP 12" UP SHEATHING OVER ONE LAYER BUTYL RUBBER BARRIER OVER ONE LAYER BUTYL BUTYL RUBBER MEMBRANE _ WEEP SCREED FWS 875 7/8" STUCCO FINISH OVER 3,4# AND 6" DOWN FOUNDATION MEMBRANE BARRIER OVER 5/8" RUBBER MEMBRANE BARRIER OVER j BARRIER OVER 5/8" EXTERIOR ALUMINUM GLAZING ALUMINUM STOREFRONT �' CONT. MTL FLASHING W/ HEMMED I SELF FURRING GALVANIZED STEEL COLUMN EXTERIOR GRADE PLYWOOD 5/8" EXTERIOR GRADE PLYWOOD SHEATHING. RE: EXTERIOR ELEVATIONS I I GRADE PLYWOOD SHEATHING FRAME FRAME EDGES, SET IN A BED OF SEALANT. METAL LATH OVER ONE LAYER RE: STRUCTURAL SHEATHING I SELF -FURRING GALV. LATH & i o o \ > ALIGN FRONT EDGE OF FLASHING `I HIGH -DENSITY POLYETHYLENE SELF -FURRING GALV. LATH & i 30# ELASTOMERIC SELF SCRATCH COAT. EXTEND TO 1" INSULATED — 1/2' SEALANT & 1" INSULATED WITH FACE OF STUCCO 1 BARRIER OVER ONE LAYER PVC WEEP SCREED, SCRATCH COAT. EXTEND TO I ADHERING MEMBRANE FOUNDATION TEMPERED GLAZING i BACKING ROD TEMPERED GLAZING BUTYL RUBBER MEMBRANE COLOR: WHITE FOUNDATION WRAP 12" UP SHEATHING AND 6" DOWN FOUNDATION LAP HIGH DENSITY POLYETHENE BARRIER OVER FLASHING t i 1/2" TERRAllO 777 ; 'lotWRAP _ \MIN. 1/2" TERRAZZO BRAKE METAL 6" DOWN SLAB 1/2 to 3/4 MAX. -�* o ,b•=' T BARRIER OVER 5/8" EXTERIOR- GRADE PLYWOOD SHEATHING. - - LAP HIGH DENSITY POLYETHENE BARRIER OVER FLASHING STARTER STRIP 1/2" to 3/4" MAX. PVC WEEP SCREED, COLOR: WHITE —� I CONT. MTL FLASHING W/ HEMMED EDGES (HOLD FROM FRONT OF STONE 1/4" MIN. CONIC. SLAB ON VAPOR RETARDER I i I / CONIC. SLAB ON -- EDGE BRAKE METAL TO ( VAPOR RETARDER MATCH STOREFRONT) - T-- ! '' = I .: - 1 ' • - I ' EXTEND LATH TO FOUNDATION. RE: EXTERIOR ELEVATIONS 5/8" BITUMINOUS EXPANSION JOINT —� 1/2" TERRAZZO o T 1 r CONT. MTL FLASHING W/ HEMMED EDGES (HOLD FROM FRONT OF STONE 1/4" MIN.) CONT. MTL FLASHING W/ HEMMED EDGES, SET IN A BED s ' •� IN A BED OF SEALANT ' • 3„ I 1 8" METAL STUDS SET / ° ' : :' 6 " '; CONIC. SLAB ON SET IN A BED OF SEALANT OF SEALANT. ALIGN FRONT ' = -' SELF FURRING METAL LATH AND - o _ - 1/2" TO 3/4" MAX. _ ; , ` ° ' . ' •'; , ' % } '' > ° �_ ` _ ^ - ° e 3" X 8" PRE CAST �, I �i VAPOR B ARRIER 1/2" to 3/4" MAX. EDGE OF FLASHING WITH ° 3"' SCRATCH COAT BEHIND PRE- 1/2" TERRAllO „ T %_ ° : , , _' . ' = . ° : , , d�' ; ,g _ - : ° : a' .. ING ;; • _� _, :. 4., + LANDSCAP = STONE BASE OD I • • FACE OF STARTER STRIP. CASE STONE BASE CONC. SLAB ON 4 3" X 8 PRE CAST STONE BASE ,., • ..,.' ; ` ° ° MATERIAL ° • •- '• a. '. • " ' ~- • " •- , _'. °. - + + 30# ELASTOMERIC SELF `� 3" X 8" PRE -CAST • Q CO VAPOR BARRIER :. _co ` : �, _ ; ._ . ,. _ ; ,�� _ , - e _ „ - a,. • ADHERING MEMBRANE. I STONE BASE :.. , , ,; _ :' ° • .. ; .': CONCRETE SIDEWALK ,.- ° I WRAP SHEATHING � •� ••-' P 12" UP �'� �' N ,• - :...... ; . r - , c • de . RE CIVIL #x• '- '; a AND 6" DOWN FOUNDATI - ON.; N 3 X 8 PRE CAST STONE BASE 30# ELASTOMERIC SELF- ♦: 1 ADHERING RING MEMBRANE.�, v " .._..: .. - -. -.. ..• - .., . ° :........... f .._.__ , ° . _ . .. - -• ; . :__. _ �� _._._._:.: 1/2 EXPANDABLE FILLER :..........: : RECESSEC &CAULKED _ .. - , • �a - ::.. _; ;...... :. .= . , ._....-_; N ... L SIDEWALK AND 6" DOWN FOUNDATION . o- , SIDEWALK :. _, i :. <= , � : _ THICKENED SLAB • ' , b. _' : - THICKENED SLAB AT __________; ____• - ;. ° , _ _.. STOREFRONT 1/2 EXPANDABLE FILLER, RECESSED &CAULKED v CAULK WITH SIKAFLEX SL :. - 5/8 BITUMINOUS t. CAULK WITH SIKAFLEX SL • s • ...... STOREFRONT ��:.: FOUNDATION 1/2" EXPANDABLE FILLER :::< EXPANSION JOINT S ...,. FOUNDATION .. .. .. ._......................................................................:..... : -` ..----: _ : �� .....:..: :.....:..:..: ...... ...... ...... ....... ....... ::. .. .. .. .. `•�,,.: RE: STRUCTURAL D &CAULKED RE. STRUCTURAL r CONCRETE FOUNDATION " CONCRETE FOUNDATION . RE: STRUCTURAL RE: STRUCTURAL _ 5 PERIMETER BASE FLASHING 8 SECTION AT STOREFRONT GLAZING g SECTION @ STOREFRONT GLAZING @ LANDSCAPING 10 FOUNDATION FLASHING D TAIL @ STUCCO 11 BASE FLASHING @ COLUMNS 12 FOUNDATION FLASHING DETAIL @ SIDING A6.1 1 1/2" =1'-0" A6.1 3" =1'-0" A6.1 1 1/2" = V-0" A6.1 3" =1'-0" «.'.� co co Y_ rn �a W °C Z a J U) Q Z m Z, w cf) z 3: Lu Q , U O N Qw 0 N LO 00 N LO ui cr 0 F_ T C) T N >L J CO m °'3 LL 00 LL z � J Q W 2 W Q 0 z U Q M W W 0 N U) J_ Q Lu 0 0 z z 0 U Lu J w J J w w m Mo ': � N (o d 0 co 7 a m i�uj I Q' ) a ! � 0 z o z F- rn C) oo O N a N �.,) F 10 Z Q � o uW he w Un 0 T.O. STET 22' - 4" STEEL JOI RE:STRUC 1/2" GWB T UNDERSID T.O. CLE 13'-6" SUSPENDI TILE CEILII CONTINUC CAULKING 1/2" GWB TUBE STEI RE: STRU( B.O.OVE 9'- 0" CONTINUC PERIMETE T.O. MUl 3'-0" TERRAZZ( CONCRET RE: STRU( T.O. SLA 0' 0" 1 SIDE WALL SECTION A6.2 3/4" = V-0" CONT. 8" HORIZONTAL STEEL STUD @ HT. 3'-0" A.F.F. -- - SIMPSON A-21 OR MIN. 22 GA. CONT. MTL SUPPORT BRACKET W/ HOLDING CAPACITY 5 LBS/LF, SIMPSON A-21 BRACKETS SHALL BE SPACED AT 16" O.C. OR (2) BRACKETS PER SILL PIECE. BRACKETS SHALL BE ATTACHED USING GALVANIZED SCREWS, PENETRATING STUD MIN V _ 5 STONE DETAIL @ SIDING A6.2 3" =1'-0" 12 13 CEMENT BOARD LAP SIDING OVER ONE LAYER HIGH DENSITY POLYETHYLENE BARRIER OVER ONE LAYER BUTYL RUBBER MEMBRANE BARRIER OVER 5/8" EXTERIOR GRADE PLYWOOD SHEATHING. RE: EXTERIOR ELEVATIONS BATT INSULATION 8" METAL STUD. RE: STRUCTURAL TRIM BOARD TYP. RE: EXTERIOR ELEVATIONS STOREFRONT SYSTEM SHIM AS REQUIRED 2X P,T. WOOD BLOCKING AS REQ'D SINGLE PLY ROOFING SYSTEM. UP WALL 8" MIN. SIM 26 A3.1 •. I J IT 3EFRONT SYSTEM :XPANSION JOINT W/ SEALANT, TYP. CEMENT BOARD LAP SIDING OVER ONE LAYER HIGH DENSITY POLYETHYLENE BARRIER OVER ONE LAYER BUTYL RUBBER MEMBRANE BARRIER OVER 5/8" EXTERIOR GRADE PLYWOOD SHEATHING AMICO SCREED, AMMWS-780-780, COLOR: WHITE CONT. 8" HORIZONTAL STEEL STUD @ HT. SEALANT UNDER SCREED REQ.'D 3' 0" A.F.F. MINIMAL GAP PRE -CAST ADHERED MANUFACTURED SIMPSON A-21 OR MIN. 22 STONE WATERTABLESILL GA. CONT. MTL SUPPORT BRACKET W/ HOLDING ADHERED MANUFACTURED STONE CAPACITY 5 LBS/LF. VENEER SIMPSON A-21 BRACKETS 2.5# SELF -FURRING GALVANIZED SHALL BE SPACED AT 16" METAL LATH O.C. OR (2) BRACKETS PER ' SILL PIECE. BRACKETS MORTAR SCRATCH COAT AND SHALL BE ATTACHED SETTING BED USING GALVANIZED ONE LAYER HIGH DENSITY SCREWS, PENETRATING POLYETHYLENE BARRIER OVER ONE STUD MIN 1" LAYER BUTYL RUBBER MEMBRANE BARRIER OVER 5/8" EXTERIOR GRADE PLYWOOD SHEATHING 6 STONE DETAIL @ STUCCO A6.2 3" = V-0" EEL T.O. ST 2 4" mw 1/2" GWB TO UNDERSIDE OF DECK WALK-IN BOX INSULATED PANELS 1/2" CEMENT BOARD @ WALK-IN BOXES 1 I 17 A3.1 011�1' 0" GWB ABOVE CEMENT BOARD BELOW STEEL BEAM. RE: STRUCTURAL INSULATE VOIDS AT BEAMS BATT INSULATION 7/8" STUCCO FINISH OVER 3.4# SELF - FURRING GALVANIZED METAL LATH OVER ONE LAYER HIGH -DENSITY POLYETHYLENE BARRIER OVER ONE LAYER BUTYL RUBBER MEMBRANE OVER 5/8" EXTERIOR GRADE PLYWOOD SHEATHING 6 A6.2 PRE -CAST ADHERED T.O. MULLION &SILL MANUFACTURED STONE 3-0" WATERTABLE/SILL 5 ADHERED MANUFACTURED STONE VENEER OVER ONE LAYER HIGH A6.1 TERRAZZO DENSITY POLYETHYLENE BARRIER OVER FLOOR FINISH -- ONE LAYER BUTYL RUBBER MEMBRANE BARRIER OVER 5/8" EXTERIOR GRADE PLYWOOD SHEATHING CONCRETE SLAB, RE: STRUCTURAL T.O.SLAB B S _ 0' 0" -......... : ........_ , ; ............ ; . :.. .......... , ; ...........::.----..': � �1 /2 EXPANSION JOINT W /:., ......,.'........ i ;....._._ •.---------- it ;.. -____. - _ - �S EALANT TYP. iii t. .. -__.-. ____-. 2 SIDE WALL SECTION A6.2 3/4" = V-0" 7/8" STUCCO FINISH OVER 3.4# SELF - FURRING GALVANIZED METAL LATH OVER ONE LAYER HIGH DENSITY POLYETHYLENE BARRIER OVER ONE o 0 15/16" ANCHOR LAYER BUTYL RUBBER MEMBRANE BOLT HOLE BARRIER OVER 5/8" EXTERIOR GRADE 41/2" PLYWOOD SHEATHING /— AMICO SCREED, AMMWS-780-780, BASE PLATE (TOP VIEVI� COLOR: WHITE /- - SFALANT UNDER SCREED REQ.'D i I MINIMAL GAP j 4" SCHEDULE of 0 ui 40 PIPE > ,-- PRE -CAST ADHERED MANUFACTURED :5o0 I STONE WATERTABLE/SILL o 4-1/2" SLEEVE � I I I ADHERED MANUFACTURED STONE OVER 4" PIPE o VENEER = m I 2.5# SELF -FURRING GALVANIZED I METAL LATH MORTAR SCRATCH COAT AND 1/2" THICK BASE PLATE SETTING BED I ONE LAYER HIGH DENSITY I POLYETHYLENE BARRIER OVER ONE LAYER BUTYL RUBBER MEMBRANE BARRIER OVER 5/8" EXTERIOR GRADE T.O. STEEL NU 22'- 4" SINGLE PLY ROOFING SYSTEM JST. BRG. REAR 16'- 4 3/4" 1/2" GWB TO UNDERSIDE OF DECK 11'-0" GWB ABOVE CEMENT BOARD BELOW e WALK-IN BOX INSULATED PANELS 1/2" CEMENT BOARD @ WALK-IN BOXES - L I 17 A3.1 7/8" STUCCO FINISH OVER 3.4 # SELF -FURRING GALVANIZED METAL LATH OVER ONE LAYER HIGH DENSITY POLYETHYLENE BARRIER OVER ONE LAYER BUTYL RUBBER MEMBRANE BARRIER OVER 5/8" EXTERIOR GRADE PLYWOOD SHEATHING STEEL BEAM. RE: STRUCTURAL INSULATE VOIDS AT BEAMS 6 A6.2 PRE -CAST ADHERED T.O. MULLION &SILL _ _ MANUFACTURED STONE 3' 0" WATERTABLE/SILL ADHERED MANUFACTURED STONE VENEER OVER ONE LAYER HIGH DENSITY POLYETHYLENE BARRIER OVER ONE LAYER BUTYL RUBBER MEMBRANE BARRIER OVER 5/8" EXTERIOR GRADE PLYWOOD SHEATHING TERRAllO 5 FLOOR FINISH A6.1 Im CONCRETE SLAB __. ____ ___--- _ RE: STRUCTURAL ...... .---- 3 REAR WALL SECTION A6.2 3/4" -1'-0" PLYWOOD SHEATHING BOLLARD COVER BY IDEAL SHIELD BOLLARD ELEVATION (J� GENERATOR BOX BOLLARD DETAIL 7/8" THICK 3-COAT STUC FINISH IN ACCORDANCE FLORIDA BUILDING CODI CHAPTER 25 & ASTM C9,' 3.4# SELF -FURRING MET LATH INSTALLED IN ACCORDANCE WITH FLC BUILDING CODE CHAPTE ONE LAYER HIGH-DENSI' POLYETHYLENE BARRIE OVER ONE LAYER BUTYI RUBBER MEMBRANE BA 5/8" EXTERIOR -GRADE PLYWOOD SHEATHING OVER 8" METAL STUDS g STUCCO DETAIL TYP. A6.2 1 1/2" = V-0" METAL FRAMING RE: STRUCTURAL ONE LAYER HIGH DENSITY POLYETHLENE BARRIER OVER ONE LAYER BUTYL RUBBER MEMBRANE BARRIER OVER 5/8" PLYWOOD SHEATHING — STUCCO "BROWN" COAT, LEVELING COAT — — STUCCO"SCRATCH"BASE COAT OVER SELF FURRING METAL LATH STUCCO FINISH COAT RE: ELEVATIONS — - 7/8" TOTAL STUCCO THICKNESS T.O. STEEL 11 22'- 4" 1/2" GWB TO UNDERSIDE OF DECK B.O. 1 01, OVERHANG NOTE: ALL EXTERIOR WALLS TO HAVE R-30 INSULATION STEEL BEAM. RE: STRUCTURAL INSULATE VOIDS AT BEAMS 7/8" STUCCO FINISH OVER 3.4# SELF - FURRING GALVANIZED METAL LATH OVER ONE LAYER HIGH -DENSITY POLYETHYLENE BARRIER OVER ONE LAYER BUTYL RUBBER MEMBRANE BARRIER OVER 5/8" EXTERIOR GRADE PLYWOOD SHEATHING SOFFIT TRIM BOARD, TYP. RE: EXTERIOR ELEVATION 7/8" STUCCO FINISH OVER 3.4# SELF - FURRING GALVANIZED METAL LATH OVER ONE LAYER HIGH -DENSITY POLYETHYLENE BARRIER OVER ONE LAYER BUTYL RUBBER MEMBRANE BARRIER OVER 5/8" EXTERIOR GRADE PLYWOOD SHEATHING T.O. MULLION &SILL PRE -CAST ADHERED MANUFACTURED 3' - 0" STONE WATERTABLE/SILL ADHERED MANUFACTURED STONE VENEER OVER ONE LAYER HIGH DENSITY POLYETHYLENE BARRIER OVER ONE LAYER, BUTYL RUBBER MEMBRANE BARRIER OVER 5/8" EXTERIOR GRADE PLYWOOD SHEATHING 5 TERRAZZO A6.1 FLOOR FINISH 1/2" EXPANSION JOINT W/ SEALANT, TYP. � T.O. SLAB ol ..._._ CONCRETE SLAB. __ it z ' RE: STRUCTURAL _._. :._.. ;, ._..___._.- -_-.; ; _______ it ___ I j 4 SIDE WALL SECTION A6.2 3/4" =1'-0" METAL STUDS 5/8" EXTERIOR PLYWOOD SHEATHING OVER METAL STUDS ONE LAYER HIGH -DENSITY POLYETHYLENE BARRIER OVER ONE LAYER BUTYL RUBBER MEMBRANE MINIMUM 1 1/4" OVERLAP FIBER CEMENT LAP SIDING (COORDINATE WITH MFR'S CURRENT MIAMI-DADE NOA) CONCEALED FASTENER MIN. NO.8-18, 0 0.375" HEAD X 1-34' LONG BUGLE -HEAD SCREW EXPOSED FASTENER MIN. 0.075" SHANK X 2" LONG CORROSION RESISTANT METAL STUD FINISH NAIL (PIN) NOTE: BOTH CONCEALED AND EXPOSED FASTENERS SHALL BE SPACED 7" O.C. MAX. VERICALLY AND 16" O.C. HORIZONTALLY LAP SIDING HVHZ DETAIL S2 cc 0 Coo .: A" I V { M CO ^ T LIJ Q � J J U) Q Z •m Z w U z � LL1 Q w Q Q O U N 0 N F- Lb N Lo O U) T O T � N p dN- >u J c� m cy' Lo J p ILLQQ LLQ Z J J — J W — a ob Er T O U Q co = CL G� w O W N m a U) Q uj 0 z Q Z 0 U �Lu V ) J J w J H Lu w w °r � o N CM 0 a� c� 3 O d m C •x N U) Ix 0 w a o �zl o z F— Ln 0-1 N 0 o w W o Z Y O w Q W n cv F- o oC a OC = a o c 0 A6,2 1 1/2" =1'-0" 1 1/2" = V-0" CONT. 2X P.T, WOOD BUCKS 26 2 SHALL BE ATTACHED USING G HILTI KWIK PRO SELF 5 DRILLING SCREWS S-WW 26 A9 26 A9 29 A9 12 26 A9 26 A9 ACROVYN OVER 1/2" GWB A9 ACROVYN OVER 1/2" GWB 14X20X2 3/4" PFH #4 WINGS 4 1/2" 4 1/2" @ 18" O.C. / 8" MTL STUD FRAMING ACROVYN OVER 1/2" GWB SHIM AS REQ'D — _ _ - _ _ _ _ 26 ACROVYN OVER 1/2" GWB ACROVYN OVER 1/2" GWB — — — — — — ACROVYN OVER 1/2" GWB - Y •r. A9 T CONT. STOREFRONT SYSTEM CONL PERIMETER CAULK CONT. 2X P.T. WOOD BUCKS ; ACROVYN OVER CONT, PERIMETER CAULK STEEL COLUMN, PERIMETER CAULK SHALL BE ATTACHED USING HILTI KWIK PRO SELF DRILLING 1/2" GWg RE: STRUCTURAL ACROVYN OVER 1/2" GWB STOREFRONT SYSTEM =" STOREFRONT SYSTEM SCREWS S WW 14X20X2 3/4" CONT. PERIMETER PFH #4 WINGS (� 18" O.C. CAULKING SHIM AS REQ'D .. _.. __ _.. q _ - — ~ - . _. _. ......... /� — „ CONT. CAULK, TOP AND SIDES — sv _.. co 81/2° SHIM AS BRAKE METAL OVER ONE SHIM AS REQ'D REQUIRED LAYER HIGH DENSITY 10 POLYETHYLENE BARRIER OVER lo 8" METAL STUDS CONT. CAULK, ONE LAYER BUTYL RUBBER TOP AND SIDES MEMBRANE BARRIER OVER 5/8" ..::.. .....................n.............:'................. ...... .::.. .. ......:.'..,.'.. ' � EXTERIOR GRADE PLYWOOD '.. .........::............i.............C.............:.... � � ' .....:r. .... CONT. CAULKING, STOREFRONT SYSTEM LAYER HIGH DENSITY POLYETHYLENE BARRIER OVER ONE LAYER BUTYL RUBBER CONT. CAULK BRAKE METAL OVER ONE LAYER SHEATHING. BRAKE METAL FILLER ANGLE TO MATCH a' - CONT. CAULK, TOP AND SIDES TOP AND SIDES :� �� STOREFRONT CONT. CAULK, TOP AND SIDES BRAKE METAL OVER ONE LAYER HIGH DENSITY POLYETHYLENE BARRIER OVER ONE MEMBRANE BARRIER OVER 5/8" EXTERIOR GRADE PLYWOOD SHEATHING PRE -CAST ADHERED MANUFACTURED TOP AND SIDES , 20 A7 I HIGH DENSITY POLYETHYLENE BARRIER OVER ONE LAYER BUTYL RUBBER MEMBRANE BARRIER OVER 5/8" EXTERIOR GRADE STOREFRONT. WRAP SUBSTRATE AND TERMINATE BEHIND STOREFRONT FRAME MTL. STUD FRAMING IN THIS 20 A7 � � I BRAKE METAL OVER ONE LAYER HIGH DENSITY POLYETHYLENE BARRIER OVER ONE LAYER BUTYL RUBBER MEMBRANE SYSTEM , CONT. CAULKING, I I TOP AND SIDES RWC, WHERE STONE WATERTABLE/SILL BARRIER OVER 5/8" EXTERIOR LAYER BUTYL RUBBER MEMBRANE BARRIER (BELOW) PLYWOOD SHEATHING. BRAKE AREA AS REQ'D FOR GRADE PLYWOOD SHEATHING. OCCURS. SEE OVER 5/8" EXTERIOR GRADE PLYWOOD HARDIE TRIM BOARD METAL FILLER ANGLE TO MATCH ATTACHMENT OF STOREFRONT BRAKE METAL FILLER ANGLE TO SHEET Al SHEATHING. BRAKE METAL FILLER ANGLE TO MATCH STOREFRONT. WRAP SUBSTRATE AND RE: EXT. ELEVS STOREFRONT. WRAP SUBSTRATE AND TERMINATE BEHIND SYSTEM TO STRUCTURE MATCH STOREFRONT. WRAP SUBSTRATE AND TERMINATE 20 TERMINATE BEHIND STOREFRONT FRAME STOREFRONT FRAME BEHIND STOREFRONT FRAME A7 1 STOREFRONT PLAN DETAIL 3 STOREFRONT PLAN DETAIL 4 STOREFRONT PLAN DETAIL _ 6 DETAIL @ STORE NT�OMp T A7 3" =1'4' A7 3" = V-0" A7 3" =1-4' A7 3" _ T-0" 13 H STOREFRONT R ATTNOAA/CFLOR FLORIDA PRODUCT 13 MC8-SEE STRUCT. APPROVAL CONT. CAULK, TOP AND SIDES CONT. 2X WOOD BUCKS SHALL BRAKE METAL OVER ONE LAYER HIGH DENSITY BRAKE METAL TRIM WITH BE ATTACHED USING HILTI POLYETHYLENE BARRIER CEMENT BOARD LAP SIDING OVER ONE LAYER BATT INSULATION CONT. 2X P.T. WOOD BUCKS HEMMED EDGES (TYP.) KWIK PRO SELF DRILLING SCREWS S-WW 14X20X2 3/4" OVER ONE LAYER BUTYL CONT. PERIMETER CAULK HIGH DENSITY POLYETHYLENE BARRIER OVER SHALL BE ATTACHED USING PFH #4 WINGS @ 18" O.C. RUBBER MEMBRANE BARRIER BOTH SIDES ONE LAYER BUTYL RUBBER MEMBRANE BARRIER HILTI KWIK PRO SELF DRILLING 1/2" GWg OVER 5/8" EXTERIOR GRADE OVER 5/8" EXTERIOR GRADE PLYWOOD 8 METAL STUD SCREWS S-WW 14X20X2 3/4" PLYWOOD SHEATHING. BRAKE 8" METAL STUDS SHEATHING PFH #4 WINGS @ 18" O.C. _, CONTINUOUS CONTINUOUS METAL FILLER ANGLE TO RE: STRUCTURAL PRE CAST ADHERED MANUFACTURED 1/2 GWB/FRP _ ACROVYN OVER 1/2" PERIMETER PERIMETER MATCH STOREFRONT. WRAP SUBSTRATE AND TERMINATE STONE WATERTABLE/SILL HARDIE TRIMBOARDSTOREFRONT _ PLYWOOD CAULKING CAULKING BEHIND STOREFRONT FRAME CONT. 2X P.T. WOOD BUCKS \ SHALL BE ATTACHED USING 3 5/8" METAL STUD A7 41/2" - H SYSTEM PRE -CAST ADHERED MANUFACTURED STONE HILTI KWIK-PRO SELF DRILLING WATERTABLE/SILL SCREWS S WW 14X20X2 3J4" PFH #4 WINGS @ 18" O.C. SHIM, AS REQ'D ti T 4" MTL STUD FRAMING SHIM AS ADHERED MANUFACTURED STONE VENEER OVER ONE BRAKE METAL OVER ONE LAYER HIGH DENSITY :. BRAKE METAL OVER ONE LAYER CONT. 2X P.T. WOOD BUCKS - N REQUIRED CONT. CAULK, LAYER HIGH DENSITY POLYETHYLENE BARRIER POLYETHYLENE BARRIER OVER ONE LAYER BUTYL 1/2" GWB OVER ONE LAYER BUTYL HIGH DENSITY POLYETHYLENE SHALL BE ATTACHED USING TOP AND SIDES _ - RUBBER MEMBRANE BARRIER OVER 5/8" EXTERIOR BARRIER OVER ONE LAYER HILTI KWIK-PRO SELF DRILLING 112" CPVC TRIM RUBBER MEMBRANE BARRIER OVER 5/8" BATT INSULATION GRADE PLYWOOD SHEATHING. BRAKE METAL TO CONT. PERIMETER CAULK BUTYL RUBBER MEMBRANE SCREWS S WW 14X20X2 3l4" EXTERIOR GRADE MATCH STOREFRONT - WRAP SUBSTRATE AND BARRIER OVER 5/8" EXTERIOR PFH #4 WINGS @ 18" O.C. BRAKE METAL OVER ONE LAYER HIGH DENSITY 1" CPVC TRIM PLYWOOD SHEATHING SEALANT AT SILL TERMINATE BEHIND STOREFRONT FRAME GRADE PLYWOOD SHEATHING. POLYETHYLENE BARRIER OVER ONE LAYER STOREFRONT SYSTEM BRAKE METAL TO MATCH ATTACH STOREFRONT PER BUTYL RUBBER MEMBRANE BARRIER OVER 5/8" BACKER ROD & SEALANT CONTINUOUS CAULKING, TOP AND SIDE STOREFRONT - WRAP NOA / FLORIDA PRODUCT EXTERIOR GRADE PLYWOOD SHEATHING. BRAKE 1 1/2" MTL STUDS SUBSTRATE AND TERMINATE APPROVAL— METAL FILLER ANGLE TO MATCH STOREFRONT. 7 STOREFRONT PLAN DETAIL". BEHIND STOREFRONT -FRAME WRAP EXPOSED SUBSTRATE AND TERMINATE BEHIND STOREFRONT FRAME ' Al g STOREFRONT PLAN DETAIL CONT.CAULK,TOP AND SIDES 1p JAMB @CLERESTORY DETAIL AT STONE 3" =1'-0�� 11 A7 3" =1'-0" _ A7 3" =1'-0�' _. 4" S.S. DOWNSPOUT. =• -_ ,_• - I <'- _,- CEMENT BOARD LAP SIDING OVER RE: ELEVATIONS CEMENT BOARD LAP SIDING OVER ONE LAYER HIGH DENSITY ...... ONE LAYER HIGH DENSITY POLYETHYLENE BARRIER OVER ONE STEEL TUBE HEADER - SEE ;--------- - - CAULK VOID WITH SIKAFELX CONTINUOUS SPRAY FOAM POLYETHYLENE BARRIER OVER ONE LAYER BUTYL RUBBER MEMBRANE BARRIER OVER 5/8" EXTERIOR STRUCT. (FILL ALL GAPS) EXTERIOR SHEATHING, AS LAYER BUTYL RUBBER MEMBRANE 6" PVC PIPE SCHEDULED BARRIER OVER 5/8" EXTERIOR GRADE PLYWOOD SHEATHING LAP SIDING AS SCHEDULED PROVIDE BACKER ROD CONNECTED TO I GRADE PLYWOOD SHEATHING RE: EXTERIOR ELEVATIONS SIDEWALK UNDERGROUND POWER WASH WATER SUPPLY ONE LAYER HIGH DENSITY<• STEEL BEAM : I STARTER STRIP STORMWATER RE: PLUMBING ( POLYETHYLENE BARRIER OVER RE: STRUCTURAL CEMENT BOARD LAP r' SYSTEM SET FLUSH - ONE LAYER BUTYL RUBBER SIDING OVER ONE LAYER STARTER STRIP ' FLASHING EXTEND 4" UP WALL BEHIND LAP SIDING W/ SIDEWALK 8" MTL. STUDS x I ,� �_ MEMBRANE BARRIER (TYP.) HIGH DENSITY POLYETHYLENE BARRIER STARTER STRIP FLASHING. EXTEND 4' UP — — — 1" GAP, TYP. x x I WALL BEHIND LAP SIDING CONTINUOUS SEALANT „ 1 1 INTERIOR FINISH, AS LIGHT GAUGE METAL `` I OVER ONE LAYER BUTYL FLASHING SCHEDULED — I BUTYL RUBBER MEMBRANE FRAMING SECURED TO I RUBBER MEMBRANE CONTINUOUS SEALANT CONT. 2X WOOD BUCKS 14A DOWNSPOUT DETAIL @ SIDEWALK PENETRATION FLASHING (TYP.) STRUCTURE ABOVE BARRIER OVER 5/8" a' — — — — — — — — " SHALL BE ATTACHED USING HILTI KWIK PRO SELF A7 WALL INSULATION, AS I SCHEDULED I POWER WASH BOX. HOLD FACE RE: STRUCTURAL EXTERIOR GRADE PLYWOOD SHEATHING 6" TRIM. r LIGHT FIXTURE 1 1/2" = V-0" APPROX. 1/4" BACK FROM FACE SEE ELEVATIONS +' I RE: ELECTRICAL ' DRILLING SCREWS S WW :' I VENEER OF ADHERED STONE VEN -- .: 14X20X2 3/4" PFH #4 WINGS @ (4) #10 SCREWS AT PRE- I I I ' I I SUBSTRATE AS SCHEDULED 18" O.C. 6" PVC PIPE 3-5/8" 20 GA. MTL STUDS, TYP. DRILLED MOUNTING HOLES I ' SHIM AS REQ'D RE: ELEVATIONS CONNECTED TO UNDERGROUND x x 3X3 (18 GA.) 31/2" LONG CLIP W/ POLYETHYLENE AND BUTYL II I I \ II I i I I I CONT. SEALANT L _ _ _ _ _ _ _ _ _ �: s-• - = �� CAULK VOID WITH SIKAFELX `<;_.-.-.- STORMWATER x x (4) #(1 SCREWS TO EACH STUD I' RUBBER BARRIER TO BE II I I STARTER STRIP 1-1/2" TRIM BOARD CONT. CAULK, TOP AND SIDES SYSTEM. EXPOSED (TYP.) I. ' INSTALLED TO FORM WATER II I ;: I II I I ' GENERATOR BOX ` PROVIDE BACKER ROD PORTION OF PIPE I SHEDDING LAPS PER MFRS II I I FLASHING : RE: ELECTRICAL CONTINUOUS SEALANT TO BE WHITE MOST CURRENT INSTALLATION II I I FIBER CEMENT PAINT TO MATCH CONT. PERIMETER CAULK LANDSCAPE INSTRUCTIONS SIDING TRIM HARDIE SIDING T.O. SLAB NOTES: MOUNTING AT STUCCO SIMILAR. SET FACE ADHERED MFR'D STONE T.O. CLERESTORY v 0' 0" OF POWER WASH BOX FLUSH WITH FACE OF STUCCO. USE PRE -DRILLED MOUNTING HOLES, DO NOT MAKE VENEER (THICKNESS VARIES) ALUMINUM PANEL �n1 13' L— — — J 1 " GAP, TYP. ADDITIONAL PENETRATIONS IN BOX. MORTAR, SCRATCH COAT AND SOFFIT FINISHED WHITE DRIP FLASHING SETTING BED 1 1/2" FURRING 13 STOREFRONT HEAD 14B DOWNSPOUT DETAIL @ LANDSCAPING 15 POWER WASH DETAIL 1 g EXTERIOR SOFFIT DETAIL 17 DETAIL AT GENERATOR BOX 1 g EXTERIOR LIGHT MOUNTING DETAIL A7 T' =1'-0° A7 3" =1'-0" A7 1 1/2" =1'-0" 7 1 1/2" =1'-0" 7 1 1/2" =1'-0" A7 3" =1'-0" CONT. 2X P.T. WOOD BUCKS STOREFRONT SYSTEM CONT. 2X P.T. WOOD BUCKS 11 STOREFRONT SYSTEM STUCCO J-MOLD @ COLOR CHANGE SHALL BE ATTACHED USING 11 SHALL BE ATTACHED USING A7 HILTI KWIK-PRO SELF A7 CONT. PERIMETER CAULK HILTI KWIK-PRO SELF SIM. CONT. PERIMETER CAULK SEALANT DRILLING SCREWS S-WW 9 DRILLING SCREWS S-WW 41/8" 14X20X2 3/4" PFH #4 WINGS @ 18 O.C. 14X20X2 3/4" PFH #4 WINGS @ 9 r 1/2" SLOPE BRAKE METAL 18" O.C. BRAKE METAL CONT. PERIMETER CAULK OVER 1/2" GWB OVER 1/2" GWB PROVIDE END DAMS @SILL, TYP. 1-112" MTL STUDS N CONT. PERIMETER CAULK = CONT. PERIMETER CAULK —10'-4"� T.O. TRIM SHIM, AS REQ'D LL FLASHING SET N BIED OFF SEALANT 2 LAYERS OF 1" THICK CPVC STEEL COLUMN RE: STRUCTURAL— — N _..- _ ... — STEEL COLUMN. RE: STRUCTURAL d — ........._. — A 2-1/2" MTL. STUDS o 7/8" STUCCO FINISH OVER 3.4# SELF- N. ` STAINLESS STEEL - - BRAKE METAL OVER ONE MTL STUDS. RE: STRUCTURAL FURRING GALVANIZED METAL LATH k' CONTINUOUS SEALANT SCREWS 8 MTL STUDS. RE: STRUCTURAL , . ADHERED MANUFACTURED BRAKE METAL OVER ONE OVER ONE LAYER HIGH DENSITY CONT. 2X WOOD BUCKS SHALL ADHERED MANUFACTURED - LAYER HIGH DENSITY N POLYETHYLENE BARRIER STONE VENEER LAYER HIGH DENSITY t` POLYETHYLENE BARRIER POLYETHYLENE BARRIER OVER ONE I: LAYER BUTYL RUBBER MEMBRANE BE ATTACHED USING HILTI �, _ STONE VENEER OVER ONE LAYER BUTYL 2.5# SELF -FURRING GALVANIZED N OVER ONE LAYER BUTYL BARRIER OVER 5/8" EXTERIOR GRADE ; KWIK PRO SELF DRILLING r 2.5# SELF -FURRING GALVANIZED N �, RUBBER MEMBRANE METAL LATH "� RUBBER MEMBRANE PLYWOOD SHEATHING SCREWS S WW 14X20X2 3/4" = N PFH #4 WINGS @ 18" O.C. 4" STAINLESS METAL LATH MORTAR SCRATCH COAT AND 30 BARRIER OVER 5/8" EXTERIOR GRADE PLYWOOD "' SHEATHING. BRAKE METAL MORTAR SCRATCH COAT AND SETTING BED ONE LAYER BUTYL RUBBER 30 BARRIER OVER 5/9' EXTERIOR GRADE PLYWOOD SHEATHING. j- 9' 0" I B.O. TRIM TRIM. SEE ELEVATIONS STEEL R.W.C. SETTING BED FILLER ANGLE TO MATCH MEMBRANE BARRIER OVER 5/8 BRAKE METAL FILLER ANGLE I 1-1/2 MTL. STUDS " ONE LAYER BUTYL RUBBER A7 STOREFRONT. WRAP EXTERIOR GRADE PLYWOOD A7 �' TO MATCH STOREFRONT. CONTINUOUS SEALANT 2" WIDE STAINLESS MEMBRANE BARRIER OVER 5/8" SUBSTRATE AND SHEATHING WRAP SUBSTRATE AND STEEL BRACKET WITH EXTERIOR GRADE PLYWOOD TERMINATE BEHIND TERMINATE BEHIND EXTEND ROOFING SMOOTH EDGES SHEATHING STOREFRONT FRAME PRE -CAST ADHERED MFD STONE STOREFRONT FRAME - MEMBRANE UP SIDE WALL AND WATERTABLE/SILL (BEYOND) UNDER SILL (MIN. 8" VERTICAL) TUBE STEEL PRE -CAST STONE BASE (BEYOND) — 51/2" 2' -41/2" 41/2" 4 2 3 6 RE: STRUCTURAL 2' -10" 2' - 7" ' 1 22 A7 1 g STOREFRONT SILL 20RWC BRACKET DETAIL 21 TOWER COLUMN DETAIL BELOW WATERTABLE/SILL 22 TOWER COLUMN DETAIL ABOVE WATERTABLE/SILL _ A7 3" 1 A7 3" = V-0" A7 1 " =1'-0" A7 1" =1'-0" j T.O. STONE SILL I PRECAST ADHERED MFD 1 STONE WATERTABLE / SILL STEEL COLUMN 9 STEEL COLUMN 9 I ADHERED MANUFACTURED STONE VEI I CEMENT BOARD LAP SIDING OVER ONE LAYER HIGH- CEMENT BOARD LAP SIDING RE: STRUCTURAL RE: STRUCTURAL 2.5#SELF FURRING GALVANIZED MET/ I DENSITY POLYETHYLENE OVER ONE LAYER HIGH- 10" 2' - 31/2" 26 10" 2' - 31/2" LATH I BARRIER OVER ONE LAYER DENSITY POLYETHYLENE CONT. 2X P.T. WOOD BUCKS �� 41/ 51/2 A9 CONT. 2X P.T. WOOD BUCKS 26 4 MORTAR SCRATCH COAT AND SETTIN( BUTYL RUBBER MEMBRANE BARRIER OVER ONE LAYER BRD AS SHALL BE ATTACHED USING HILTI KWIK-PRO SELF DRILLING TYP. SHALL BE ATTACHED USING HILTI DRILLING A9 Ty I I BARRIER OVER 5/8° GYP. BRD AS BUTYL RUBBER MEMBRANE GYP. KWIK-PRO SELF ONE LAYER HIGH DENSITY POLYETHYL I EXTERIOR -GRADE .: SCHEDULED BARRIER OVER 5/8" SCHEDULED SCREWS S-WW 14X20X2 3/4" PFH # SCREWS S-WW 14X20X2 3/4" PFH # - - BARRIER OVER ONE LAYER BUTYL RUE PLYWOOD SHEATHING EXTERIOR GRADE INTERIOR EXTERIOR 4 WINGS @ 18" O.C. 4 WINGS @ 18" O.C. MEMBRANE BARRIER OVER 5/8" EXTEF 8" METAL PLYWOOD SHEATHING 8" METAL _ _ 8" MTL STUD G' _. ___ 8" MTL STUDS G' I GRADE PLYWOOD SHEATHING FRAMING �y SEALANT — FRAMING DOOR Y V Y { { I 21 STARTER STRIP FLASHING EXTEND 4" UP DBL 2X P.T. WD DBL 2X P.T. WD 7" RE: DOOR SCHEDULE 7" EXTENDED WIDTH ALUM. ADHERED MANUFACTURED 3-5/8" MTL STUDS r ADHERED MANUFACTURED 3-5/8" MTL STUDS WALL BEHIND LAP SIDING BLOCKING BLOCKING ; THRESHOLD PER STONE VENEER STONE VENEER j I , j HARDWARE SCHED. 2.5# SLEF-FURRING GALVANIZED 11 2 5# SLEF-FURRING GALVANIZED CONTINUOUS SEALANT , ; SHIM, AS REQ'D 6 NOM. TRIM I y _ SHIM, AS REQ'D METAL LATH A7 METAL LATH 1-1/2" MTL, STUDS MORTAR SCRATCH COAT AND SIM. MORTAR SCRATCH COAT AND N — CONT. PERIMETER 6 NOM. TRIM N 't CONT. PERIMETER CAULK SETTING BED SETTING BED 8" MTL. STUDS ,�, CAULK I : ONE LAYER HIGH DENSITY BRAKE METAL OVER ONE LAYER ONE LAYER HIGH DENSITY KE METAL OVER ONE LAYER PRE MOLDED 'tXPANSiO� POLYETHYLENE BARRIER OVER HIGH DENSITY POLYETHYLENE POLYETHYLENE BARRIER OVER IGH DENSITY POLYETHYLENE 4" NOM. TRIM — JOINT ONE LAYER BUTYL RUBBER BARRIER OVER ONE LAYER ONE LAYER BUTYL RUBBER BARRIER OVER ONE LAYER A7 4" NOM. TRIM — _=_ . MEMBRANE BARRIER OVER 5/8" BUTYL RUBBER MEMBRANE MEMBRANE BARRIER OVER 5/8" BUTYL RUBBER MEMBRANE SIM. FLOOR AS SCHEDULED EXTERIOR GRADE PLYWOOD BARRIER OVER 5/8" EXTERIOR EXTERIOR GRADE PLYWOOD BARRIER OVER 5/8" EXTERIOR SHEATHING GRADE PLYWOOD SHEATHING. SHEATHING -- -- GRADE PLYWOOD SHEATHING. PRE -CAST STONE BASE BRAKE METAL FILLER ANGLE TO BRAKE METAL FILLER ANGLE TO ° BACKER ROD AND CAULK PRE CAST MFD STONE BASE MATCH STOREFRONT. WRAP PRE CAST ADHERED MFD STONE MATCH STOREFRONT. WRAP 31/2' 5 3/4" SUBSTRATE AND TERMINATE WATERTABLE/SILL SUBSTRATE AND TERMINATE BACKER ROD AND CAULK HOLLOW METAL FRAME 1 1/2" MTL STUDS BEHIND STOREFRONT FRAME BEHIND STOREFRONT FRAME HOLLOW METAL FRAME 31/2" 5 3/4" , 5 A6.1 HE1AD @ EXTERIOR HM DOORS 2_6@ EXTERIOR HM DOORS a5 27 SILL DETAIL 28TOWER COLUMN DETAIL BELOW WATERTABLE/SILL 29_ TOWER COLUMN DETAIL ABOVE WATERTABLE/SILL 30 TOWER LEG SECT 3AMB A7 3" =1'-0" A7 1 1/2" =V-0" A7 1'. = V-0" A7 1 =1'-0" JEER L {BED ENE IBER IOR ( "r co Y_ m � Q Er Z O j Q Z m Z w z 3�: C/) Lu Q z Q w Q v O N 0 CID L , L1J 0 T 0 T N >Lo J m C'3 LL Co LL Z J Q W °� w cl: z M w � N o a J_ Q Lu cr 0 M Lu L �G w LLI w c M 0 o N co 0 M � o d t c 0 o ' m Q. � aI o - z o z H CDLu N W o X _ INSTALL WINDOW SHADES ON TOP OF STOREFRONT. SHADES TO BE MOUNTED ON TOP RAIL (TYP.) — A91 0 A9.1 O P1 WT 1 P1 WT-1 P1 Ya ----------- ----------- ---------' ---------- 24 A9.1 23 A9.1 .... .. FA HORN/ O STROBE FA PULL STA .......... ....... .... .. .. ...... o.'.'.'.'.'. a ;.:. ........'. ACRC .. ..... 0 .... '. '.' '.'.'.'... ACRC ACRC ACRC Zy ACRC 25 RB1 RB1 RB1 A9 RB1 1 INTERIOR RETAIL ELEVATION Al INSTALL WINDOW SHADES ON TOP OF STOREFRONT. SHADES TO BE MOUNTED ON TOP RAIL (TYP.) WT-1 P1 WT-1 P1 FA HORN/STROBE FAAP \ .'..:.::... . FA PULL STA OT _n...o ..... DUPLEX RECPT .... ACRC 9RB19RB1 RB1 SCHLUTER STRIP, TYP. ALL P1 TILED CORNERS. SEE WT 1 CT2 CORNER DETAILS, SHEET A9 .- . :; _: ;:. CT2 _ . ...... T T1 W _ .... _;. . . . - - , _ : ;..: _:_..PERP. ,. : _ _ ,....:... _. P3 p ERP ... ...; .::; ..:. _.. .....:... ....... .. _ .... _..... :. ..:... ....... _..:.... .. BOT.OF . PERP::...CT2... SOFFIT . . FILLER PANEL BY REF CO. - _ _ _ -: CT1 CT1 ... . P1 O ISL 0 .......; ............... ...... .,.. ..: ..:.................... :.. ... . . .......:.PERP ........: ................. SELF SERVE BEVERAG ': ......' _. . PERP.,. ; .. .:. FA HORN/STROBE ORNISTROBE CT2 AREA: FA HORN/STROBE . ....... CT2 / CT1 ,'. ACRC PERP _ ....... . OPENING...:: / :.SUPPLY BOX ....... ........ � .. .. . .. . .._ RE: DETAIL 6/E Q. .... . - _._ ACRC ; . ... \ .- _. _ _:. ....... _clD RB5 P4 RB5 P5 RB5 THRU WALL OPENING THRU WALL OPENINGS RB5 R61 RBi DR &FRM DR &FRM 24" W X 18" H SEE 16/A8.1 FOR ACCESS PANEL - SCHLUTER STRIP, TYP. ALL - LOCATIONS �. 24INTERIOR RETAIL ELEVATION TILED CORNERS. RE:20/A9 Al 1/4" =1'-0" & . .. ::... ::. .... 7 ... _.. _._. _ _,. A _. $ A9,3.. DIGITAL_.....: DIGITAL - - MONITORS rrrrrr .r MONITOR: : ........... .. _. MENU GRAPHICS (4) CLG HUNG DISPLAYS BEHIND MENU SHROUD DIGITAL DIGITAL DIGITAL DIGITAL MONITOR MONITOR MONITOR MONITOR - DUPLEX RECPT. MTD _. CT _ - .... _ ..:..:...... ON SIDE WALL BACKLIT LOGO SIGN. SEE DETAIL 11/A9. 5'- 61 /8" 1 1-9'- 8 3/4" 1/4" ----------------- - WC1 ..... . QUAD FILLER PANEL BY REF. CO. TO OPEN o MATCH ADJACENT ND a, FINISHES % \ DUPLEX i \\ RECPT 70 RECPT. OJ Y En : U / oJ�-,-N-I o I I / m _ I o I I N o � ~ P6 t; I 15' - 3" 1 DR &FRM " I I CLEAR OUTSIDE CORNER OUTLINE OF CIGARETTE MOLDING, TYP. AT RB1 RB1 ACRC DUPLEX R61 ACROVYN UP TO RECPT. AND TOBACCO CASES. 8'-0" A.F.F. RB1 SEE 1/EQ. 3 INTERIOR RETAIL ELEVATION A8 1/4" = V.0" INSTALL WINDOW SHADES ON TOP OF STOREFRONT, SHADES TO BE MOUNTED ON TOP RAIL (TYP.) — ACRC RB1 RESTROOMS AND ATM BLADE SIGNS WT_1 29....... .... 9.1 CT2 CT2 . .;. .. W C P1 0 - -----------.. Y -------- -------- -- ----- P1 \ % ..: \ / 29 .... ACRC .... / A9 B26 2 C20 \ / ........... C11 . C21 ..... OPEN TO RESTROOM -:.:. CORRIDOR - ..... n .::::::.. _. '.::.:: .:: L�J DUPLEX :::::::c :: RECPT\ DUPLEX i \\ JRECPT f .'....... . \\ DATA l./ ....... ... / RECPT \ ACRC DUPLEX THRU WALL RBi RECPT. MW7.1 OPENING RB1 RB5 m aw OUTSIDE CORNER.','.'.' - MOLDING, TYP. AT- ACROVYN UP TO'.... . V-0" A.F.F. ' - ACRC 12" X 12" ACCESS ..:.0 PANEL: AMERAPRODUCTS MFG# BD -NW il 1' - 10" ' 1 _0 RBi P6 12 ALCOVE ELEV. AS 1/4" = V-0" 16 CORRIDOR 2 ELEVATION - Al 1/4" =1'-0" : PERP. C T1 C T1 .. CT1 .............- ... .:..,........... .:. BOT. OF .::.:::::: B47 SOFFIT F5 DATA ::.:. :. 6 19 RECPT. DUPLEX _.: _ .:. ._..:. RECPT. DUPLEX RECPT. RBi SPECIAL QUAD F5 PURPOSE RB5 RECPT. B19 RECPT. B21 FOOD SERVICE ELEVATION 1/4" =1'-0" 13 ALCOVE ELEV. 14 CORRIDOR 2 ELEVATION 15 CORRIDOR 2 ELEVATION Al 1/4" =1'4' AS 1/4" = V-0" GENERALNOTES 1. USE RB1 VINYL BASE AT ALL CABINETRY. 2. PROVIDE SCHLUTER STRIPS AT TILED CORNERS AND AS NOTED ON THE PLANS & ELEVATIONS PER SPECIFICATIONS. SEE DETAIL 20/A9. 3. ALL 1X4 AND HALF ROUND WOOD TRIM SHALL BE PAINTED P-1, U.N.O. 4. MITER CUT ALL TRIM - NO BUTT JOINTS. 5. PROVIDE CORNER COVE BASE AT ALL CORNERS. 6. NO FINGER JOINTED WOOD TRIM. FRP TRIM AIR CURTAIN RE: MECH P1 D2 INTERIOR STOREFRONT GLAZING LEGEND OCCUPANCY EN P6 S SOR T 1/4" TEMPERED GLASS DR &FRM FRPC \ FIRE ALARM PULL STATION ALUMINUM PANEL BY STOREFRONT MANUFACTURER OVER P U SPANDREL. RETAIL SIDE ONLY. SEE 16/A9. EtTim 17 CORRIDOR 2 ELEVATION AS 1/4" =1'-0" NOTE: REFERENCE EXTERIOR ELEVATIONS FOR EXTERIOR GLAZING SCHEDULE ROOM FINISH SCHEDULE ROOM NAME NO. WALL CEILING DOOR\FRAME FLOOR BASE MATERIAL FINISH MATERIAL FINISH MATERI AL FINISH VESTIBULE 1 GWB PTD/ACRS MR GWB PTD ALUM ALUM MAT OVER TERRAZZO R61 RETAIL AREA 2 GWB PTD/ACRC ACTT MTL PTD TERRAZZO RB1 FOOD SERVICE 3 MR GWB TILE/ACRC ACT1 MTL PTD TERRAZZO RBi/RB5 COFFEE 4 MR GWB TILE/FRPC ACT1 MTL PTD. TERRAZZO RB1 OFFICE 5 GWB PTD/ACRC ACT2 MTL PTD TERRAZZO RB1 CORRIDOR 1 6 GWB PTD/ACRC ACT2 MTL PTD TERRAZZO RB1 JANITOR 7 MR GWB/DUROCK FRPC ACT2 MTL PTD TERRAZZO RB3 WOMEN 8 MR GWB/DUROCK TILE\PTD MR GWB PTD MTL PTD EF-1 EF-1 MEN 9 MR GWB TILE\PTD MR GWB PTD MTL PTD EF-1 EF-1 SELF SERVICE WALK-IN REFRIG. 11 INS MTL PNLS INS. MTL PANELS REF. CO. REF. CO. VFI OVER TERRAllO VINYL RETAIL WALK-IN REFRIG. 12 INS MTL PNLS INS. MTL PANELS REF. CO. REF. CO. TERRAZZO RBi DELIVERY STAGING 13 GWB FRPC ACT2 MTL PTD TERRAllO R133 FOOD SERVICE WALK-IN FREEZER 14 INS MTL PNLS INS. MTL PANELS REF. CO. REF. CO. INS MTL PNLS RB1 FOOD SERVICE WALK-IN REFRIG. 15 INS MTL PNLS INS. MTL PANELS REF. CO. REF. CO. TERRAllO RBi ELECTRICAL 17 PLYWOOD PTD ACT2 MTL PTD TERRAZZO RB1/CONC. WASH ROOM 18 MR GWB FRPC ACT1 MTL PTD TERRAZZO RB1/RB3 ASSOCIATE 19 GWB PTD/FRPC ACT2 MTL PTD TERRAZZO R61 WATER SERVICE ROOM 20 PLYWOOD FRPC MR GWB PTD MTL PTD TERRAZZO RB1 TRASH COMPOUND 21 CMU EPXi MTL PTD CONCRETE CORRIDOR 2 22 GWB PTD/FRPC ACT2 MTL PTD TERRAZZO RB1 # INTERIOR FINISH SCHEDULE SYMB MATERIAL MFR COLOR REMARKS NOTES SUPPLIED BY ACRC ACROVYN IMPACT SPECIALTIES IRISH CREAM CLASS '1' 48X96" SHEETS APPLY SHEETS VERTICALLY. TRIMS TO MATCH. CONTACT: 888-424-6287 GC ORDERS@ IMPACTSPECIALTIES.COM ACRS ACROVYN IMPACT SPECIALTIES #4 10 BRUSHED SILVER, CLASS 1 48X96 SHEETS SUEDE TEXTURE, TACT. 888 424 6287 GC -:.....:...__...:__.:.....:...:.......:.........:..:.....:.. __........... .._:..:_. ...........:..:...:.:.....:.... - ..., - - SUEDE TEXTUR R ................ .. ........................................ CT1 _ ACT1 ACOUSTICAL FILING TTILE C ARMSTRONG WHITE #1935 HEALTH ZONE ARMSTRONGOSED TEE SQUARE LAY IN 24" X 24" X 3/4" (SC 15/16" EXPOSED HJC .................................. .::...:. ............................ . ..:............................................ PERP.:.::,: ..... ... .... ...... SYSTEM, COLOR: WHITE SEE CT1 - ACT2 ACOUSTICAL CEILING ARMSTRONG WHITE #770 CORTEGA SQUARE LAY -IN 24" X 24" X 5/8" ARMSTRONG PRELUDE 15/16" EXPOSED TEE SYSTEM, COLOR: HJC . .. ..: ... .._...... .... CT1 TILE WHITE. SEE SPECIFICATIONS CT1 CERAMIC TILE CROSSVILLE SIXTEEN CANDLES WT16 4"X8" 1/16" GROUT JOINT T BE USED AT VICE; GROUT: LATICRETE SPECTRALOCK PRO PREMIUM EPDXY HJC . ... _ (SANDED), COLOR: #35 MOCHA LATICRETE LATASIL SILICONE SEALANT TO BE USED AT INNER S .: i CORNERS PERIMETERS, OUTSIDE CORNERS: SCHLUTER STRIP COLOR: TUSCAN BEIGE _.....:.. . .:........:..........:..............:........:........,...:. .; . . i i CT2 CERAMIC TILE APPIANI VIBRUNO 1 X 1 1/16 GROUT JOINT TO BE USED AT COFFEE AREA & SPECIALITY BEVERAGE AREA, GROUT. LATICRETE HJC ..................... ... i DATA RECPT i SPECTRALOCK PRO PREMIUM EPDXY (SANDED), COLOR: #30 SAND BEIGE LATICRETE LATASIL RTU SENSOR �� TO BE USED AT INNER COANE ERS, OUTSIDE CORNERS: SCHLUTER STRIP i� _ i _ ISL O COLOR: TUS AN BEIGE --- ....... - - -- - - CT3 CERAMIC TILE STONEPEAK USH1212002 HONEY HONED 12" X 12" ;1/8" GROUT JOINT, GROUT RESTROOM WALLS; GROUT: LATICRETE SPECTRALOCK PRO PREMIUM EPDXY (SANDED), HJC ...... ................. .. .:. ..... OPEN TO CERAMICS INC. H WITH TILE 1 RUNNING FLUSH /3 U G COLOR: # LATTE LATICRETE LATASIL SILICONE SEALANT TO BE USED AT INNER CORNERS & CO 0 40 WASHROOM BOND PATTERN PERIMETERS, OUTSIDE CORNERS: SCHULTER STRIP COLOR: LIGHT BEIGE. TILE AND GROUT i TED WITH SANIGLAZE SURFACEGLAZE PLUS GC SHALL CONTACT SANIGLAZE SHALL BE TREATED QUAD RECPT i .. '� ::: WALK-IN REFRIG. Wh INTERNATIONAL FOR CERTIFIED INSTALLER 1-800-874-5554. ..................:..._.:_...:._...:_.........._.....:........ __ - -- STAINLESS STEEL FINISH - EF-1 URETHANE CEMENT KEY RESIN CO. WAWA CUSTOM BLEND. 1/4' THICK W/ 6" HIGH INTEGRAL TRANSITION TO 1/2 TERRAZZO OVER 20 DISTANCE. SEE SPECS. PERMAFLOR REP CONTACT: GC ..... :......:.... ....... o "' - i FLOOR RE:SPECS FORMED BASE GARY RADER, PREMUS OF ORLANDO, INC. (407) 654-3099 OFFICE OR (407) 509-4726 CELL, P5 _ ..:..,._:. ..:._ - i ..:.....................:,....._.......:...;......:....,.....:......_....... ..........:...... i WWW.PREMUS.COM r:.......:................;.........:.......;.....:. ` EPX1 EPDXY WALL FINISH BENJAMIN MOORE GLACIER WHITE #OC 37 SEE SPEC TRASH OF CMU WALL. DO NOT PAINT PRE -CAST CAP COMPOUND, INTERIOR GC 12" X 12" ACCESS PANEL: RB1 FRPC REINFORCED PLASTIC CRANE COMPOSITES BEIGE #0070 CLASS 'C' 48" X 96" SHEETS USE FRP MOULDING TO FINISH FRP HJC AMERAPRODUCTS MFG# BD -NW DUPLEX RECPT GT1 GLASS TILE - ACCENT CROSSVILLE GLASS BLOX BLENDS: 1 "Xi ", MESH MOUNTED,1/8" GROUT RESTROOM WALLS; GROUT: LATICRETE SPECTRALOCK PRO PREMIUM EPDXY (SANDED), HJC G602 ORANGE JOINT, GROUT FLUSH WITH TILE COLOR: #40 LATTE, LATICRETE LATASIL SILICONE SEALANT TO BE USED AT INNER CORNERS & SIZZLE/FLAME/DAZZLE RED PERIMETERS, OUTSIDE CORNERS: SCHLUTER STRIP COLOR: LIGHT BEIGE. GROUT SHALL BE 7 FOOD SERVICE ELEVATION g FOOD SERVICE ELEVATION TREATED WITH SANIGLAZE SURFACEGLAZE PLUS GC SHALL CONTACT SANIGLAZE INTERNATIONAL FOR CERTIFIED INSTALLER 1-800-874-5554. AS 1/4" =1'-0" AS 1/4" = T-O" ISL INSUL. PNL. REF. CO. KYSOR M1 VESTIBULE MAT MATS INC. COLOR: CHARCOAL (BASE ULTRA ENTRY INTERIOR MAT OVER TERRAZZO. PROVIDED AND INSTALLED BY G.C. CONTACT: MARY CRANE, GC COLOR: BLACK) (781) 573-0265, MCRANE@MATSINC.COM M2 ANTI -FATIGUE ECORE ECOSAND #1005 SEE SPEC. INSTALLED OVER TERRAZZO WITH TRANSITION STRIP AS SPECIFIED GC SURFACE FL. INTERNATIONAL SANDPIPER P1 PAINT BENJAMIN MOORE MUSLIN #1037 EGGSHELL BENJAMIN MOORE PRODUCT HOTLINE AT 1-888-236-6667 * PRODUCT INFORMATION GC P3 PAINT BENJAMIN MOORE WHITE SEMI -GLOSS BOTTOM OF SOFFITS GC P4 PAINT BENJAMIN MOORE INDIAN RIVER #9885 HIGH GLOSS EPDXY FOR DOORS AND FRAMES TO MATCH TILE CT2. BENJAMIN MOORE PRODUCT HOTLINE AT GC 1-888-236-6667 * PRODUCT INFORMATION P5 PAINT BENJAMIN MOORE RAISIN TORTE #2083-10 HIGH GLOSS EPDXY FOR DOORS AND FRAMES TO MATCH TILE CT1. BENJAMIN MOORE PRODUCT HOTLINE AT GC 1-888-236-6667 * PRODUCT INFORMATION P6 PAINT BENJAMIN MOORE MUSLIN #1037 HIGH GLOSS EPDXY _ FOR DOORS AND FRAMES IN FRP/ACROVYN. BENJAMIN MOORE PRODUCT HOTLINE AT GC 1-888-236-6667 * PRODUCT INFORMATION - - PL-1 - -- - - - PLASTIC LAMINATE WILSONART -- - - --4VlN9YI_ 0R-18 STUDIO TEAK - SEE ITEM #7 LAV CABINET, SHEET A8.1, LEGEND FOR PUBLIC RESTROOMS CABINET RB1 WALL BASE ARMSTRONG BASE (COVE) BLACK 4" HJC RB3 FRP BASE MARLITE BLACK - HJC R135 COVE BASE SCHLUTER SYSTEMS DILEX-AHKA 80AE SATIN WILL NEED CONNECTORS. 2-WAY INSIDE CORNERS AND ENDCAPS. HJC ANODIZED ALUMINUM S-2 SOLID SURFACE DUPONT CORIAN COTTAGE LANE SEE ITEM #16 SOLID SURFACE PANEL AND #20 SOLID SURFACE COUNTERTOP, SHEET A8.1, CABINET COUNTERTOP LEGEND FOR PUBLIC RESTROOMS T1_ TERRAZZO_ SEE SPEC. COLOR 1 /2" THICK ALL FLOOR AREAS EXCEPT RESTROOMS & FREEZERS U.O.N. GC VF1 VINYL FLOORING SHAW QUIET COVER - 00720 MINK INSTALLED OVER TERRAllO; RUN - VINYL FLOORING IN SELF SERVICE WALK-IN REFRIGERATOR. GC TO PROVIDE BASE AND WAWA PARALLEL TO DOOR TRANSITION STRIP (JOHNSONITE #CTA-XXJ) AT DOOR. COLORS TO MATCH FLOORING. INSTALL W-C WALLCOVERING EYKON WAWA YELLOW __ FLOORING UNDER DOOR_ THRESHOLDS_ WALLPAPER SEAMS TO BE AT CORNERS ONLY___ WAWA WC1 WT-1 MANUFACTURED STONE VENEER CLEAR PINE BORAL STONE SOUTHWEST BLEND PAINTED P-1 PRO -FIT LEDGESTONE _ _ FOR CEILING AND 1X2 TRIM. SEE DETAIL 10/A9. GC GC } f r N r co W Y � /� F LL T a � Wo Z Q � J J C1) Q Z U Z Llj w z z � Q w 0 O N Q 0 00 N LJ c 0 C!) T O T N >Lo M J Lo m °'' 0 -LJ 00 Z LL : J Q W J = CC z < M 0 a C0 W 0 N 0 m a W z 0 Lu __J LI cr 0 Er w w ~ z w w � O N M O G1 � M O d cn ill o 0 - - a �Icn Iw a � 0 z o z W n .�, o W M Z J Y �U PROVIDE FIELD TILE (CT3) TILE TYPICAL FOR ALL WALLS. BEHIND MIRROR. ENSURE THAT RE: TILE PATTERN SCHEDULE MIRROR COMPLETELY DETAIL 11/A8.1 zi CONCEALS FIELD TILE. FA STROBE GT1 SCHLUTER STRIP, TYP. ALL TILED CORNERS, RE:21/A9 (SIM.) 12 3" 3" 6' S 3/4" 2' 6° 5 N 12 8 N 8 ------ ---------------------- - - - - - - - - - ------ - - - - - - - - 5 1GENERAL NOTES i 4 CLEAR 1. ALL DIMENSIONS SHALL BE TO FACE OF FINISH U.O.N. 4 I I (i 8 P1 2" III 4 14 1 5 i - �s I 1 m • . , , _ z• ... • ............• ... . ........• . • .... • ....., .......... • . •• .. • ......... -• .• .• .., ..., .. 2. INSTALL A BEAD OF CLEAR SILICONE AROUND ALL TOILET SENSORS AND i � 3 r-- ------ CV --- C 0 ESCUTCHEON RINGS. �.:.. _..I 14 Ili I __.. m 1 r 5 1 \ � _o_ �_ >-' t . ;. 1 ,.; l IQI ®.......1 .. .. C° _ll .. I 1 IIL................ _.. � 14 16 BELOW 7 16 ELOW �\I I ; 9 3. PROVIDE 112" DUROCK AT BASE OF WALL TO A HEIGHT OF 48" ON ALL 1 _ ' ! I I I I \ 29 2 I 2 II 11 _ — — - --- - r r� 1 2 I S 2 0 r BELOW r 20 T i 6 WALLS IN RESTROOM. I �16o.... 7A ... v....... j 6 L.I I =co.. _......... .......II oC-J A8.1 III . _ 7A . OM O7 -- 1 1, M 3 4 �I 3 7A 4 1 1 c� 18 4" 11 ° : 8 8° BARRIER FREE NOTES 6 13 5 I i i w 1 T w -- II-------- -,- 1MEN �� 14 v 143/4" 9 143/4" 7 v _ _ _ _ 8 i r---------- -_T ,:0 CLR FLR :CLR FLR 1 TOILET ROOM TO COMPLY WITH ALL BARRIER FREE --- -- -�'-- 3 S2 CLR FLR i CLR FLR iCLR FLR C3 �Dj � . DESIGN REQUIREMENTS INCLUDING BUT NOT LIMITED TO: ..� ti SPACE w 1 8 ,SPAGE SPACE E I MEN SPACE i a I (SPACE i ` 1�" 30" X 48" 60" X 60" 2 i =_ 130 X48 i \ , A. GRAB BARS: 341/2" A.F.F. WITH NON -SLIP 1-1/2" DIA. BAR, SET 1 1/2" 60' X 60' 30 X 48 i !-_------ ,-------_ 10 12 1 � T - �----! - - a � OR : E,F� -- 1 i N i CLEARANCE OFF WALL, 3' 6" MIN. LENGTH." 6-- 2 WOMEN'S RESTROOM ELEV. 3 WOMEN'S RESTROOM ELEV. 4 WOMEN'S RESTROOM ELEV. 5 WOMEN'S RESTROOM ELEV. 5' 0" 9 B. MIRROR: (1) 24 X 36", BOTTOM AT 40" A.F.F. MAX. AT EACH L FLOOR: EF 1— —,�J ��- ---- r --- r 2 8 LAVATORY. 1/4" =1'-0" A8.1 1/4" =1'-0" A8.1 1/4" =1'-0" A8.1 1/4" =1'-0" \ 2 A81 r-I'--- _------; ., F- 9 A8.1-� 7 i` — — -o 10 7A -- CLR FLR I 15 i 5 A8.1 3 �i N I 0 C. LAVATORY: RIM HT. 34" MAX. A.F.F; BOTTOM OF APRON 27" MIN. ~ 3 ' SPACE r 13 A.F.F. LEVER HANDLES ON FAUCETS, IF APPLICABLE. INSULATE HOT o a 30" X 48" 8 21 15 _ WATER SUPPLY AND DRAIN PIPES. ALL PIPES BELOW LAVATORIES WILL 4 I--_F---- ' BE INSULATED OR CONFIGURED THE PROTECT AGAINST CONTACT IN BELOW 16 I N TYP' A9 20 CLR FLR 4 1 10 CORNER @ 4 1 SPACE 1 ACCORDANCE TO SECTION 606.5 FBCA --- RESTROOMS s ° 30"X48" 17 19 ° BELO 7 I 19 F D. DOOR: 36" WIDE WITH PUSH/PULL HARDWARE AND SIGNAGE. 1 3 �\ 5 12 ' �'' S TILE TYPICAL FOR TF _ F E. URINAL: RIM AT 151/4" A.F.F.; MAX. CONTROLS NO HIGHER THAN ALL WALLS. RE: TILE PATTERN 12 �� - 44" A.F.F. PROVIDE FIELD TILE (CT3) SCHEDULE, DETAIL 11/A8.1 TF 16 BELO 1 BEHIND MIRROR. ENSURE THAT SCHLUTER STRIP, TYP. ALL F. WATER CLOSET: RIM TOP AT 17"-19" A.F.F. AUTOMATIC FLUSH MIRROR COMPLETELY CONTROL GT1 CONCEALS FIELD TILE. L — j TILED CORNERS. RE: 21/A9 (SIM.) FA HORN/STROBE G. TOILET PAPER DISPENSER: 7" TO 9" MAX CLEARANCE TO FRONT OF N 10 11 12 WATER CLOSET. 8 ----------------------- H. PAPER TOWEL & OTHER DISPENSERS: 48" MAX HT A.F.F. TO LINE OF 13 II II OPERATION. 14 rti 18 _ I 4 i III 2�� O Pi III 4 O 2 I. N/A I 6 II 3 III - 3 in rn J. BARRIER -FREE: PROVIDE 32" MIN. CLEAR OPENINGS AND SELF III 10 III CLOSING DOORS FOR ACCESSIBLE STALLS _ L ... IIL._.. 1 ° i.. C� _.. i� 2 III . 15 III i i i CD III .... SEE SHEET ADA1 FOR ACCESSIBILITY REQUIREMENTS 16 N 7 o = II'o: ... 16 a. 7.........f...r_. _ �. LLJ O `N • O \ 7A -- - — A PUBLIC RESTROOM ACCESSORIES DIAGRAM N r - - - w z 1-"�—'i- 0 Q 1�� S-2 0 J U) Q Z 6 MEN'S RESTROOM ELEV. 7 MEWS RESTROOM ELEV. g MEWS RESTROOM ELEV. g MEWS RESTROOM ELEV. cn W;: A8.1 1/4" =1--0". A8.1 .1/4" = V-0" A8.1 . 1/4" =.1'-0" A8.1_ _ 1/4" =1'-0" ... z Q wco Q C11 PUSH/PULL DECALS LARGE ADA STATIC CLING DECAL NOTES: A. DECAL PLACEMENT IS TYPICAL FOR VESTIBULE DOORS B. ADA DECALS SUPPLIED BY WAWA �Ia I_I 4b, in E ADA DECAL DTL @ VESTIBULE DOOR 1/4" = V-0" SMOKE DETECTOR RESET 4� 0 0 •»»e» 0 Zn p x»» 0 AC-1 ALARM 0 0 ii««« °o »ei CD •o� AC-2 ALARM 0 0 00 Q 0 AC-3 ALARM 10 OFFICE CONTROL PANELS A8.2. 1 1/2" = V-0" IQi i Lo°II g OFFIC ELEVATION A8.2 1/4" =1'-0" . 14 ASSOCIATE ROOM ELEV. A8.2 1/4" = V-0" 0 BRAKE METAL U P TO 9'-0" 24" MAX. 8" X 8" LIGHT FRAME ROOF ONLY SIGN (SEE 7/A4) VESTIBULE ELEVATION o� �o P1 YYdoam T o ��o VESTIBULE ELEVATION 1/4" = V-0" A8.2 1/4" = V-0" FRP TRIM (TYP. AT OFFICE) P1 DUPLEX ... ...:.::::::::: .:: RECPT. FRPC .:.::.:.: :..::.::.:::: SIMPLEX RECPT. DUPLEX RECPT. CORNER SHELF SEE DETAIL 6/A9 QUAD RECPT. DATA -BEG — RBi g OFFICE ELEVATION A8.2. 1/4" = V-0" FRP TRIM (TYP, AT ASSOCIATES ROOM) 7 OFFICE ELEVATION A8.2 1/4" =.1'-0" ,w E6 BRAKE METAL UP TO 9'-0" A.F.F. REVEAL JOINT Pi BRAKE METAL UP TO 9'-0" 1/4" = V-0 1 VESTIBULE ELEVATION A8.2 1/4" =1'-0" 0 c� R! co W Y O � � Q2-7°C W a J Cn Q Z m Z w Lu w v O N Q 0 N H �I Lb 00 N Lo 4t W 0 F— T C) T N >U-) M J Liz m c'' 0 L—Lj OO z L.L :!5 Q w= LLI Z 06_� Q co U o w N cr a U) Z 0 Lu W cr 0 cr w Lu H 7 W L w m � " � o N c') O d M j O d t V � G O N 0 W � d H W d O Z O Z I-- rn N D Y o U � W co � = OoC N I-- Q< Q = 0 System No. ■ r -L-2003OF FRP PANEL PROVIDE WALL BLOCKING _ 2X10 MINIMUM WOOD BLOCKING _ _ _ _ _2 0„_ _ _ _ _ _ November 20, 2009 SUPPORT AT 3'-6" A.F.F. SET HORIZONTALLY. PROVIDE I EDGING CEMENT BOARD WHERE REQUIRED FOR MINIMUM OF 24" COVERAGE F Ratings -1 and 2 Hr (See Item 3) MOLDING :: ;; MOUNTING BRACKET T Ratings -1 and 2 Hr (See Item 3) WP SEALANT (TYP I I L Rating At Ambient - 7 CFM/sq. ft. (See Item 3B) ;: ::` AT ALL CONNECTION TO I I _ J WALL FINISH PER INTERIOR ELEVATIONS !R ENSURE WATER i L Rating at 400 F - less than 1 CFM/sq. ft. (See Item 3B) 1A N TIGHT SEAL) `� SUBSTRATE PER ROOM FINISH SCHEDULE, SHEET A8 3/4 PLYWOOD SHELF � WITH �� WI 4 EASED EDGE EDGE - - - - - - - RADIUS AT EXPOSED -.; BASE MOLDING ... _ , CORNER A - iB INSIDE ALL GWB 12" HEAVY DUTY SHELF WOOD BLOCKING CORNER ADHESIVE .�� SCHEDULE,HEFT Al OUTLINE 3B :. . i:: - MOLDING WALL MOUNTED FIRE SECTION AT SHELVES KV #87 & 186/187 3B 3A A SUFFICIENT EXTINGUISHER (2A:10B:C) POTTER DBL 2X WOOD BLOCKING _... ROPPE RUBBER TRANSITIONAL ISLAND CHECKOUT AMOUNT OF ROEMER PORTABLE-_-_ _ o REDUCER #25 SEALANT MUST BE EXTINGUISHER #3005 WITH #3903 _ _4-L- COLOR BLACK -BROWN DIVISION APPLIED TO HAVE MOUNTING BRACKET CLEAR CAULK AROUND - ECO-SURFACES ANTI -FATIGUE MOLDING SOME SQUEEZE OUT WHEN BASE DOOR FRAMES. BOTH SIDES. � eo -_ 2 FLOORING FURNISHED AND . MOULDING IS SET (SEE INTERIOR FINISH SCHEDULE O 3B INSTALLED BY GC. REFER TO IN PLACE. FOR LATASIL SILCONE SEALANT o SHELVES PROVIDED BY COLOR AT TILE.) `� CABINETRY MFR. AND A - CIGARETTE STORAGE UNIT IS METAL FOOR FRAME WOOD INSTALLED BY GC STUD FRAME ANCHO S/ ItT. TO BE INSTALLED ON 1/2" PLYWOOD FIN. FLOOR PER HEAD, 3 PER JAMB WITH W/ BLACK PAINTED EDGES. MAT IS STANDARD SILL ANCHOR INSTALLED UP TO FRONT OF BOX DIVISION WALUCEILING BASE SECTION A -A WALL CHECKOUT 4" RADIUS 1. Wall Assembly - The 1 or 2 hr fire -rated GWB/stud wall assembly shall be constructed of the NOTES: - TRIM AND MITER, SEAL ALL CORNERS PLAN materials and in the manner described in the individual U300, U400 or V400 Series Wall or Partition Design in 2 CHECKOUT FLOORING DETAIL 3 FRP DETAILS SMOOTH ALL ROUGH CUT EDGES 4 FIRE EXTINGUISHER DETAIL 5 CASED OPENING JAMB DETAIL HEAD SIM. 6 OFFICE SHELVING DETAIL the UL Fire Resistance Directory and shall include the following construction features: A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist A9 1/4" = V-0" A9 12" = V-0" A9 1 " = V-0" A9 3" = V-0" A9 V. =1.4, ELEVATION of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC with nom 2 by 4 in. (51 by 102 mm) lumber end plates and cross braces. Steel studs to be min 3-5/8 in. (92 mm) wide by 1-3/8 in. (35 _ _ _ _ SINK mm) deep channels spaced max 24 in. (610 mm) OC. A /1' 3/4"1• 1 " 10" B. Gypsum Board * 5/8 in. (16 mm) thick, 4 ft (122 cm) wide with square or tapered edges. The �i gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be specified / in the individual U300, U400 or V400 Series Design in the UL Fire Resistance Directory. Max diam of / , �' opening is 3-1/8 in. (79 mm) I PAPER TOWEL 2. Through Penetrants - One nonmetallic pipe or conduit to be centered in the through opening. The annular 1/2" S.S. SAG ROD / -, j 1 X 4 CLEAR 9 DISPENSER space between pipe or conduit and periphery of opening shall be min 1/4 in. (6 mm) and max 318 in. (10 mm). ATTACHED TO �' `� I PINE PTD. P1 Pipe or conduit to be rigidly supported on both sides of the floor -ceiling assembly. The following types and STRUCTURE ABOVE 9' 0" OR 13'-6" sizes of nonmetallic pipes or conduits may be used: CLG HT. A. Polyvinyl Chloride (PVC) Pipe - Nom 2 in. (51 mm) diam (or smaller) Schedule 40 solid core SOAP PVC pipe for use in closed (process or supply) or vented (drain, waste, or vent) piping system. _ �� MIN. 118" j DISPENSER B. Rigid Nonmetallic Conduit++ - Nom 2 in. (51 mm) diam (or smaller) (Schedule 40 or 80) PVC conduit installed in accordance with the National electric Code NFPA No.70 . ( ) 3/4" PLYWOOD TOP & T-10" A.F.F. BOTTOM ON 2X4 N CEILING TRIM i (WHERE OCCURS), RADIUS I C. Chlorinated Polyvinyl Chloride (CPVC) Pipe - Nom 2 in. (51 mm) diam (or smaller) SDR13.5 FRAMING. WRAP PTD. P1FIN SH FILING CPVC pipe for use in closed (process or supply) piping systems. SHELF WITH FRP ALL SUSPENDED FINISH CEILING - - _ _ RE:I RCP D. Cellular Core Polyvinyl Chloride CPVC Pi Nom 2 in. 51 mm diam or smaller Schedule (CPVC) � ( ) ( ) 40 cellular core PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping SURFACES - RE: RCP _ _ _ _ �' \ _ _ � � sue- ALUMINUM RETURNS system. ARMSTRONG 7808 ANGLE MOLDING 1 X2 DADO CU T - - - ALUMINUM FACE E. Acrylonitrile Butadiene Styrene (ABS) Pipe - Nom 2 in. (51 mm) diam (or smaller) Schedule 40 2 0 ;• COLOR: WHITE WOOD TRIM - — - - - - - - - - - - - - - - _ solid core ABS pipe for use in closed (process or supply) or vented drain, waste or vent piping p p (p pp y) ( ) p p g ALTERNATE: CERTAINTEED WA32-32 (WHERE OCCURS) �' ' systems. F. Cellular Core Acrylonitrile Butadiene Styrene (ccABS) Pipe - Nom 2 in. (51 mm) diam (or smaller) Schedule 40 cellular core ABS pipe for use in closed (process or supply) or vented (drain, waste F.F. 1/4" CEMENT BOARD MANUFACTURED STONE VENEER , I �t 8 0 I , \ �i 3/4�4 ' �� WHITE LED UNITS 2X6 WOOD BLOCKING, SEE EQUIPMENT BLOCKING SCHEDULE, or vent) piping systems. RE: INTERIOR ELEVATIONS T.O. ACROVYN �\ SHEET Al ELEVATION PLAN GWB SEE FLOOR PLAN w 3. Firestop System Installed symmetrically on both sides of wall assembly. The hourly F and T Ratings for ACROVYN N I FOR WALL TYPES I 1 X2 CLEAR I 3/8" LAG BOLT Z the firestop system are equal to the hourly fire rating of the wall assembly in which it is installed. The details of - TCL w the firestop system shall be as follows. LATH, MORTER SCRATCH COAT, , \ PINE PTD. Pi M 6 -0 120V POWER DUPLEX RECEPTACLE MOUNT "Q o A. Fill, Void or Cavity Materials * - Wrap Strip - Nom 1/4 in. (6 mm) thick intumescent AND MORTER SETTING BED CORD HORIZONTAL AND FLUSH WITH w elastomeric material faced on one side with aluminum foil, supplied in 2 in. (51 mm) wide strips. Nom 2 , i FACE OF FINISH � in. (51 mm) wide strip tightly wrapped around nonmetallic pipe (foil side out) with seam butted. Wrap O strip later securely bound with steel wire or aluminum foil tape and slid into annular space approx 1-1/4 �' SILICONE CAULK APPLIED TO I w in: (32 mm) such that approx 3/4 in. (19 mm) of the wrap strip protrudes from the wall surfaces. 8 SURGE TANK SHELF DETAIL g STONE VENEER DETAIL AT CEILING 1 Q TRIM DETAILS _ - _ , ALL WALL PENETRATIONS a 3M COMPANY - FS-195+ A9 3" =1'.0" POWER SUPPLY Y A9 1/2" = V-0" A9 3" = V-0" PROVIDE AMERICAN STANDARD z B. Fill, Void or CavityMaterials * - Caulk, Sealant or Putty Min 5/8 in. 16 mm thickness of ( ) 2X6 WOOD BLOCKING 7720.018 DECORATIVE P-TRAP o a O caulk or putty applied into annular space between wrap strip and periphery of opening. A nom 1/4 in. (6 0 mm) diam bead of caulk or putty to be applied to the wrap strip / wall interface and to the exposed edge WIRING RUN TO HAND SINK WITH INTEGRATED O of the wrap strip laters approx 3/4 in. (19 mm) from the wall surface. CONTINUOUS SILICONE TRANSFORMER W/ SPLASH GUARDS C" �o SEALANT AT PERIMETER QUICK -CONNECT 3M COMPANY - CP25WB+ caulk or MP+Stix putty, ICWB+ caulk, FireDam 150+ , .. 3/8" LAG BOLT caulk or FB-3000 WT sealant. (Note: L Ratings apply only when Type CP 25WB+ caulk or FB- 3000 WT sealant is used. CP 25WB+ and FireDame 150+ not suitable for use with CPVC pipes.) L SHAPE BRACKET ...... ALUMINUM "C" C. Foil Tape - (not shown) - Nom 4 in. (102 mm) wide, 3 mil thick aluminum tape wrapped around ... , MOUNTING BRACKETS FIN. FLOOR pipe prior to the installation of the wrap strip (Item 3A). Min of one wrap, flush with both sides of wall SPANDREL GLASS and proceeding outward. Tape is not required for pipes shown in Items 2A, 2B and 2C. 21/2" 2" V.I.F. * Bearing the UL Classification Mark PANEL W/ HEMMED EDGE SET ..... FRP GENERAL NOTES GENERAL NOTES FLUSH W/ INTERIOR FACE OF I' STOREFRONT FRAME, GLUED 7 UL DETAIL W-L-2003 1 ' 1. 1 ' REFER TO INTERIOR ELEVATIONS SHEETS TILE 1. REFER TO INTERIOR ELEVATIONS SHEETS TO 1/2" PLYWOOD ATTACHED TO 1-1/4 ANGLES SCREWED TO " oc' ;? Cr O - 11 LOGO SIGN MOUNTING DETAIL J:�)HANDWASH SINK DETAIL A9 1 1/2" = V-0" A9 1 1/2" -0" A9 12" =1'-0" OUTSIDE CORNER ANGLE #OA I _ A8 THRU A8.2 FOR A8 THRU A8.2 FOR INSIDE OF STOREFRONT FRAME w .'.... is BY BY CRANE COMPOSITES, FULL 1 HT. OF FRP, U.N.O. 1 I ; N MORE INFORMATION. WALL FINISH PER INT. ELEVS. SCHLUTER QUADEC MORE INFORMATION. 2. REFER TO FINISH SCHEDULE, SHEET A8 FOR SCHLUTER STRIP ALUMINUM PANEL BY STOREFRONT MANUFACTURER z .... ! w ...... THREADED ROD SECURED TO STRUCTURE ABOVE 2ti 11 1/2" TO MATCH STOREFRONT, 2X4 BLOCKING r - �.' - <<" COLOR. Ag �P' SECURED TO WALL - - - - - - INTERIOR ONLY .:.:..:.:. 1 1/2" ACROVYN / FRP MOLDING ;.:.:..:.: BRACKET SECURED TO 1/2" PLYWOOD .... COLUMN 1 5/8" METAL CHANNELS BLOCKING AND FILTER - . - - RE: STRUCTURAL WATER SOFTENER L SHAPE BRACKET .... . 1/2 GWB FILTER HOUSING BY OTHERS ..... METAL STUDS WATER CONTINUOUS SILICONE ACROVYN, WHERE OCCURS SOFTENER— SEALANT AT PERIMETER RE: ELEVATIONS 13 WATER SOFTENER FILTER SUPPORT DTL 14 CORNER DETAIL @ FRP 15 CORNER DETAIL @ FRP/TILE 16 SECTION @ ALUMINUM PANEL 17 COLUMN DETAIL A9 3" = i'-0" A9 1 1/2" = V-0" A9 1 " =1'-0" A9 3" =1'-0" A9 1 1/2" = V-0" AT RATED PARTITIONS, FILL ALL CELLS WITH MINERAL WOOL INSULATION OR OTHER APPROVED MATERIALS TO METAL DOOR FRAME W/ WOOD MAINTAIN RATING OR PARTITION BELOW STUD FRAME ANCHORS (MIN. 2 DOOR, REFER TO DOOR PER HEAD, 3 PER JAMB WITH SCHEDULE STANDARD SILL ANCHOR) UNDERSIDE OF CLEAR SILICONE CAULK AROUND DOOR STRUCTURE ABOVE ACOUSTICAL GASKET FRAME. THIS SIDE ONLY. ALUMINUM WALL FINISH PER INTERIOR STOREFRONT 20 GA. STL. CELL CLOSURE PLATE SECURED TO DECK. CON'T. FULL LENGTH OF WALL FINISH PER INTERIOR ELEVATIONS ELEVATION. SEE 15/A8.2. 2 SYSTEM (TYP) PARTITION `� BRAKE METAL TRIM GENERAL NOTES GENERAL NOTES SUBSTRATE PER ROOM FINISH W/ HEMMED EDGES FASTEN TRACK TO SCHEDULE, SHEET A8 _ _ _ _ _ _ , •_ , _.: (TYP.) UNDERSIDE OF DECK WITH TILE 1. REFER TO INTERIOR TILE 1. REFER TO INTERIOR -_ -_ > _-_--- _ ' .LU: DOOR REFER TO SLIP JOINT OR ELEVATIONS SHEETS ELEVATIONS SHEETS METAL FRAMING PER DOOR SCHEDULE COMPRESSIBLE FILLER TO A8 THRU A8.2 FOR A8 THRU A8.2 FOR METAL FRAMING PER WALL WALL SCHEDULE, ISOLATE FROM MORE INFORMATION. SCHLUTER JOLLY. SEE MORE INFORMATION. SCHEDULE, SHEET Al SHEET Al 1-1/4" L SHAPED ANGLE COMPRESSION LOADS (TYP.) 2. REFER TO FINISH SCHEDULE, SHEET A8 DETAILS SHEET A8.1 FOR 2. REFER TO FINISH SCHEDULE, SHEET A8 Cr a ACOUSTICAL GASKET SCHLUTER QUADEC FOR SCHLUTER STRIP MORE INFORMATION FOR SCHLUTER STRIP DBL 2X WOOD BLOCKING > R 11 BATT INSULATION . , ; • COLOR. - COLOR. CLEAR SILICONE CAULK 3. REFER TO A8.1 FOR AROUND DOOR FRAMES. _ 1/4" JAMES HARDIE (1) 5/8" GWB FIRERATE RESTROOM SCHLUTER BOTH SIDES. (SEE INTERIOR 2" "HARDIEBACKER" N C7 JTS STAG &TAPED 1/16" STRIP DETAILS FINISH SCHEDULE FOR CEMENT BOARD OVER N w VENEER FINISH LATASIL SILCONE SEALANT (TYP.) GYPSUM BOARD PERIMETER CAULKED COLOR AT TILE.) LATH, MORTER BACKER ROD AND CONTINUOUS BEAD OF MTL. CHANNEL RUNNER METAL FOOR FRAME W/ WOOD STUD FRAME ANCHORS (MIN. SCRATCH COAT, AND CAULK IN GAP BETWEEN DOOR FRAME AND MORTER SETTING BED STONEIWALL 1 1/4" L SHAPED ANGLE NOTE: FOLLOW CONSTRUCTION 2 PER HEAD, 3 PER JAMB WITH STANDARD SILL ANCHOR ADHERED MANUFACTURED STONE VENEER. SPECS AS PER U.L. DESIGN U465 FOR REFER TO INTERIOR FINISH SCHEDULE AND ONE HOUR NONBEARING WALL INTERIOR ELEVATION 3/A8. 1 g 1 HR DETAIL 20 CORNER DETAIL @ TILE FOOD SERVICE 21 CORNER DETAIL @ TILE RESTROOMS 22 INT. DOOR JAM DETAIL HEAD SIM. 23 INT DOOR JAMB @ CHECKOUT HEAD SIM A9 1/2" =1'-0" 3" =1'-0" 3" =1'-0" 3" =1'-0" A9 3" = V-0" 1-1/4" L SHAPED ANGLE SPANDREL GLASS 5'-0" OIL CONT. PERIMETER CAULK Cr O O Ir W ~ LU Z X W ACROVYN PANEL BRAKE METAL TO MATCH STOREFRONT ACROVYN GENERAL NOTES 1/2" PLYWOOD ATTACHED TO 1-1/4" ANGLES SCREWED TO 1. REFER TO INTERIOR STOREFRONT FRAME ELEVATIONS SHEETS A8 THRU A8.2 FOR MORE INFORMATION. 1-1/4" L SHAPED ANGLE 2. REFER TO FINISH .040 ACROVYN 040 ACROVYN OUTSIDE CORNER MOLDING BY IMPACT SPECIALTIES, SCHEDULE, SHEET A8 COVERING ADHERED COVERING ADHERED FULL HT. OF ACROVYN, = .r FOR SCHLUTER STRIP COLOR. VINYL WALL BASE TO 1/2" GWB TO 1/2" GWB - - _ U.N.O. - 3- 5/8" MTL STUDS > • d @ 16" O.C. _ ev . (_25_SECTION AT KNEE WALL 26 CORNER DETAIL @ ACROWN 29 SECTION @FRP PANEL a d k z 2 2 vs 00 > 06.1 c M a- Q W � z Q Q Z Q m Z CL w z� C a Z < w �. v � p N Q 0 N F_ Lb 00 L0 4# W 0'" U) T ti T N L0 > CO J LO m CY) 0 LLLL QO U z C/) Q W w °6 CM C)Q 3 0 N O Cr a V ) J_ Q Uj 0 IIr 0 Cr w w ~ z w w CO m `- o� N co 0 d 3 co O d t c C O+ w U5 U w a 6 L—L z , o r` Z o in U o M uA Lu o� o Y ACT CLG 13' 6"A. F. F. GWB CLG CLOUD{ 12'-&A.F.F I 2 1 A9.1 A9.1 EQ (4) DIGITAL MONITORS CLG HUNG BEHIND MENU SHROUD DIGITAL MONITOR SHROUD BY VENDOR FOOD SERVICE SOFFIT ELEVATION 22' 0" I 16- 4" V.I. F. EQ EQ EQ 55" DIGITAL MONITOR 55" DIGITAL MONITOR 55" DIGITAL MONITOR 55" DIGITAL MONITOR GOOSE SIGN, TYP. 3l4" = V-0" 2 1 A9.1 A9.1 3-5/8" MTL. FRAMING @ 16" O.C. 22' - 0" 6'- 10 7/8" V.I.F. 8' - 21 /4" 6' -10 7/8" V.I. F. 4'- 11 /8" V.I. F. 4' -1 1/8" V.I.F. ACT CLG 13- 6"A.F.F. I I I _c I I I GWB CLG CLOUD ..... .:..:..........:....... �-------------------- �---------------------------- -,�- -�, 8" I I I I 1 I II 1 I I I II 112" GWB OVER 5/8" I I III I PLYWOOD I I I I II I11 I I I11 II II III III I11 II �I III I I I11 II II I11 I I I11 II _____ _____ ____ 1 _ _ __ _______ ___ ________ ________ _ 1 _ ____ _ _______ 1 LL----- -------------- i---------------------J L---------------------- - - - - - - - - - - - - - - - - - - - - - 12 FOOD SERVICE SOFFIT SECTION CENTERLINE OF 51/2" FLAT ANGLE TO SUPPORT DIGITAL MONITOR SHROUD, TYP. REFER TO STRUCT. DWGS FOR SOFFIT INSTALLATION DETAILS 2X8 BLOCKING BY GC (BEYOND) FOR "BEER COOLER" SIGN - Z-BRACKET BY MFR. (BEYOND) FOR "BEER COOLER" SIGN I SIDE CABINET - J HANGING BAR BY MFR Z-BRACKET BY MFR. 2X8 BLOCKING BY GC = DBL 2X4 NAILED TOGETHER FILLER PANEL INSTALLED BY SIGNAGE MFR, FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION GC TO PROVIDE BLOCKING = "BEER COOLER" SIGN BEYOND INSTALLATION OF SIGN BY SIGNAGE MANUFACTURER. ALL BLOCKING PROVIDED BY GC BEER COOLER SIGN MOUNTING DETAIL 1/2" PLYWOOD PER BLOCKING SCHEDULE, SHEET Al 1/4" JAMES HARDIE "HARDIEBACKER" CEMENT BOARD OVER PLYWOOD. ATTACH CEMENT BOARD TO PLYWOOD ALONG THE WALL STUDS USING CORROSION -RESISTANT SCREWS @ 6 TO 8 INCHES O.C. TAPE JOINTS BETWEEN PIECES OF BACKER BOARD WITH FIBERGLASS OR MESH TAPE. FILL SCREW HOLES IN THE BACKER BOARD WITH FILLER COMPOUND WALL TILE SEE INT. ELEVATIONS WALL TILE @ PLYWOOD 3/4" =1'-0" A9.1 / 3" = V-0" 2 1 A9.1 A9.1 22' - 0" EQ EQ 16- 4" V.I.F. EQ 4' 1 1/8" V.I.F. OPENING IN TV SHROUD 4' 1 1/8" V.I.F. POWER SUPPLY (2) DATA RECPTS, AT QUAD RECEPTACLE FOR TV'S _ SIDE BY SIDE FOR GOOSE SIGNS, EACH TV MOUNT AND GOOSE SIGN, COLOR: CEILING TV, TYP. OF 2 i BLACK AT EACH TV MOUNT - MOUNT, TYP, OF 2 MOUNTED TO BACK _.. _.... _.. ..-- OF TV SHROUD ' ------------------ - N ------------- ' CV I TV SHROUD I 55" DIGITAL MONITOR 55" DIGITAL MONITOR 55" DIGITAL MONITOR I 55" DIGITAL MONITOR I -- --------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----------------------------------------- .___ ..............----------- ........_____._...._...._.....___.........._._._..__.... _...._._... _...... - -- DOWNLIGHT RE: ELECTRICAL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � NOTE: CONTRACTOR TO VERIFY ACTUAL DIMENSIONS OF DIGITAL MONITORS & MOUNTING HARDWARE WITH MANUFACTURERS MOST CURRENT CUT SHEET 4'-0" 4'-0" 4'-0" 4'-0" RCP 1 g FOOD SERVICE SOFFIT 3/4" = V-0" FUR OUT COLUMN WITH 1-5/8" METAL CHANNELS TO ACCOMODATE FOR ELECTRICAL STUB UPS 41 /2" 4112" 1 26 TYP. @ A9 ACROVYN OVER 1/2" GWB ACROVYN - - - - - { CONT. PERIMETER CAULK _ N ..............:.. ....... N 5/8" PLYWOOD FUR T MN AS OUT COLUMN C U NECESSARY - ALIGN STOREFRONT REFRONT WITH CLERESTORY ABOVE OPA_ N CONT. PERIMETER CAULK BRAKE METAL UP TO 9'4'. TERMINATE BEHIND I ACROVYN OVER STOREFRONT FRAME. I 1 1/2" GWB SEE SHEET A8 CONT. PERIMETER CAULK I I 1 I I I LINE OF SOFFIT ABOVE 24 VESTIBULE COLUMN DETAIL 3 AS.1 3" = V-0" STOREFRONT BRAKE METAL UP TO I I 9'.0". TERMINATE CONT. PERIMETER I I BEHIND STOREFRONT CAULK I FRAME. SEE SHEET A8 I I _ I 1 CONT. PERIMETER L _ _ 0 1 CAULK FUR OUT COLUMN AS REQ'D - ALIGN I _ STOREFRONT WITH N CLERESTORY ABOVE I COLUMN 1 - RE: STRUCTURAL _ N i I BRAKE METAL UP TO 1 9'0".TERMINATE - - - - - - - - - - - - -- ---- BEHIND STOREFRONT 21/4" 41/2" FRAME. SEE SHEET A8 30 VESTIBULE COLUMN DETAIL 1 A9.1 3" = V-0" 8 91, FINISH DIMENSION ACROVYN OVER 1/2" 1 GWB------- LINE OF SOFFIT ABOVE FUR OUT COLUMN AS + REQ'D / C CONT. PERIMETER CAULK STOREFRONT SYSTEM BRAKE METAL UP TO I 9'-0". TERMINATE I BEHIND STOREFRONT FRAME. SEE SHEET A8 23 VESTIBULE COLUMN DETAIL 2 A9.1 3" = V-0" STOREF"" CONT. P CAULK FUR OU- AS REQ' COLUMIN RE: STR GWB, P/ RE: SHE .9� VESTIBULE COLUMN DETAIL @ CLERESTORY 26 TYP. @ A9 ACROVYN COLUMN RE: STRUCTURAL z 0 cn z w 2 z Ir ACROVYN OVER 1/2" GWB CONT. PERIMETER I CAULK I �- STOREFRONT SYSTEM 3" = V-0" RIMETER INTED .T A8 _RIMETER RIMETER 9 10" 2'- 31 /2" EQ CC 0 v 28 29 ---- - A7 A7 (V 2 A6 0 0 ---- 14 ' FOR ADA GRAPHIC --- LOCATIONS, o RE: DETAIL 9/A8 ------ d C - - 21 7 7- A7 22 I A7 L -L 3_ 0� A7 GLAZING NOTE: 4" 2'- 3" ALL GLAZING AT VESTIBULE TO BE SAFETY RATED W/ PERMANENT 2' - 7" IDENTIFICATION MARK ISSUED BY AN APPROVED AGENCY FRONT VESTIBULE ENLARGED PLAN 1/2" 1' /III EPDXY FLOOR TERRAllO ZINC DIVIDER STRIP, 1/2" DEEP SAW CUT, SEE SPECS ALTERNATE TRANSITION DETAIL EPDXY FLOOR TERRAZZO TRANSITION STRIP TRANSITION DETAIL TERRAllO e TRANSITION STRIP' RR TEAZZO CONTROL JOINT 15 TERRAllO DETAILS 12 REFER TO STRUCT. REFER TO STRUCT. A9.1 DWGS FOR SOFFIT 12 DWGS FOR SOFFIT VARIES INSTALLATION A9.1 INSTALLATION UNDERSIDE OF L DETAILS VARIES DETAILS STRUCTURE ABV. RE: 18/A9.1 UNDERSIDE OF STRUCTURE ABV. RE: 18/A9.1 3-5/8" MTL. 3-5/8" MTL. BRACE FLEX MOLDING FRAMING ACOUSTICAL CLG TILE FLEX MOLDING 3-5/8" MTL. FRAMING RE: SHEET A2 3-5/8" MTL. ACOUSTICAL CLG TILE ACT CLG BRACE RE: SHEET A2 5" DIA. PIPE RE: STRUCTURAL ACT CLG 13' 6"A.F.F' 3-5/8" MTL. 13' - 6"A.F.F. 3-5/8" MTL. FRAMING o FRAMING _� GWB CLG CLOUD ..................................................................... r ------- 12'- &A.F.F. -- I 1/2" GWB, PTD. GWB CLG CLOUD - - .................... .......................... ......... ............._...... 1/2" GWB, PTD. SEE LIGHTING PLAN FOR RE: 18/A9 I RE: ELEVATIONS I 12'- 6"A.F.F I I I RE: ELEVATIONS ACTUAL FIXTURE TYPE �i' I 1/2" GWB OVER SEE LIGHTING PLAN FOR RE:18/A9 I I 1/2" GWB OVER AND LOCATION 5/8" PLYWOOD ACTUAL FIXTURE TYPE 1 - 0, 5/8" PLYWOOD I AND LOCATION MONITOR MOUNTING 00 5-1/2" FLAT MTL. I BRACKET & POLE ANGLE SUPPORT I SUPPLIED BY VENDOR REAR SHIELD TO BE j BY WAWA N I QUAD RECEPTACLES PROVIDED BY GRAPHIC ° I VENDOR I (BLACK) VENDOR '�� 1 ° DATA RECEPTACLE REAR SHIELD TO BE '�� (BLACK) FRAME BY PROVIDED BY GRAPHIC"-� - FOAM CLOSURE VENDOR VENDOR I SUPPLIED BY WAWA VENDOR, INSTALLED BY G.C. TV SHROUD @ FOOD SERVICE SOFFIT SECTION LED MONITOR @ FOOD SERVICE SOFFIT SECTION 3/4" = V-0" 0 z L+j- 0 U- cV � T W J w w w N C+j - 8 COFFEE CUBBY A9.1 1/2" = V-0" OMNIMOUNT OC80FM BRACKET MOUNTED ON WALL 2"X10" WOOD BLOCKING BETWEEN STUDS FOR CUBBY SUPPORT A9.1 3/4" = V-0" (2) DUPLEX RECEPTACLES 2"X10" WOOD 2'- 6" 2'- 6" BLOCKING (2) DATA COM 5 5 BETWEEN STUDS RECEPTACLE @ 1" FOR CUBBY BELOW BLOCKING SUPPORT _ _ _ _ _ _ (2) ROWS 2"X8" ®D ®'''' WOOD BLOCKING o o BETWEEN STUDS Z U _ FOR MONITOR CO i - O - - SUPPORTS t+j (2) ROWS 2"X8" WOOD BLOCKING BETWEEN STUDS FOR MONITOR SUPPORTS 2"X10" WOOD BLOCKING BETWEEN STUDS FOR CUBBY SUPPORT A9.1 fill = V-0" I A9.1 3" = V-0" 14 A9.1 8 6 10' - 81/2" 23 ACROVYN / PAINT A9.1 RE: SHEET A8 5'- 3" R.O. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r ____,.........................________...._....-_._____._-_..._.._._.____..__......_._..._...__......._ .._..__.__._________ _......_.........._._ ___._.__.._..._._______._._._.._....._._.._.._..._ _ . � VESTIBULE MAT NOTES: -------------- BRAKE METAL--___- .........................-._____._._._..._ . ___----------------- _____------.._______-_._..___._____-_.___-..__.. __l_ I 1. MAT INSTALLED OVER TERRAZZO. FILL --------- ENTIRE VESTIBULE. - -OVER 1/2"GWB ............................... ....._ - ___.-_______________.._._________._....... ____-___.....•_._________.___._..._.....___..____ ---- .--- ___--------- .--- __------- _...__.___..___...._ 2. MAT PROVIDED &INSTALLED BY _ ...................UP TO 9' 0" A.F.F. .__.__.__________._._______.. ___..BRAKE METAL_-_______.____._.__.._.._ _ .. I CONTRACTOR. _______.OVER 1/2 GWB___________________ ______- _ __L DASHED LINES 3. MAT SEAMS SET PARALLEL T FRONT , II ___..................-_..___.______.._._...._____._____._._..._________.._._.._._____.____.__.__. __....______ I 0 0 L UP TO 9-0 A.F.F. FOR ADA GRAPHIC I INDICATE SOFFIT OF STORE. •......................LOCATIONS,.....-_•-.____..._.____________ ._-_._____ ...________.___.._..____________-_._____.______........._..________.._.... __________.-___________ _......................... ______-_ _ _I_ I ABOVE 4. DO NOT INSTALL MAT SPACER BAR. RE: DETAIL 9/A8 5. LOCATE DOOR STOPS AS TO ALLOW = -------- _____._.__._._____-_____._._...___________..._.___..._..__.___.._.._....___________-._ _ 1_ DOORS TO OPEN EXACTLY 900. CUT MATS -_.......____ -------- __--- _____------------ __--- __-____________________._.._.______._._.__..._____._.__...____.....__.__ -------- ________________...____ _......................................--- ......------------ ....-------------- ....____.--------- ._____------------ _____------------ -___---------- _.__----_.._..-._-....._____....._...___ I AT DOOR STOP TO ALLOW FOR � _______________-________________.___________...____________....._.______.__......._..____._.._.._____.._____._._.__..._._._...___-----_.-._...-_.-__.._•_.-__.____________..-_.______________-__._____. _..__L I 25 REMOVAL AS NECESSARY. � -_-------- --------- ........----------------- _____------ _.------- __---------- __---- ______--------- _______------------ ____----------- .--- __-------- ----- .__._.___.___._._._------------ _------- _____ --- - -________.. A9 _.......------------ ..----------------- _.---- _--------- ---- __-------------- __--- ____.---------- __-___. ._.__._.______________________________________HAGERCO 242E DOME STOP ----- ____......._._.__.__.__.._...____._____..._.........._._..._.: UNIVERSAL. LOCATE SO ... ....._..... __ .__........... L --- ____---- _____._______-_._..._.____--- __----- .-._.----------- _.----- __---- _------------ __--- _--- ._....._2_---------- AS TO ALLOW DOOR TOJ------ --------- ___________________.___________- OPEN EXACTLY 90 __-_._____-___________________________________________________ 1 A8.2 ____4___________________________........ __________________________-_______-____ -L I ACROVYN / PAINT __----- __-------------------------- _______________________________________________ __ ____.________________._________ RE: SHEET A8 _.................. . I __._________..-._.____.._____________________._.. ---------- .____._______------ ._._-______-_.•________..__...----------- __--- ....._._._________________________.__._____l_ ...... .......-------- •_-....._._._..._..._............_.......................... ____------- ___....... 3.... .__............... __.... .----------------- .------------ __...30___.._ . L L - - - - - - - - - - - - - __________________________........_____.________._-__._.____..._...___________............._________...........__.____._......._._.__.._._.____.._______________...._________.__........_.__.._.._.__._......._.__ -......................___._-_.___._____.._....-____-._._...._.._._.________._..__.__-_.___-..__...-___.___._._._.___._.___.._...._____.......................__..._........__._._____....__._______....__.._____....:.._...___.._._._...._.._._______ -..............._...--.-....._...._.___.-_......___._ . 24 ----------- ____------------- ______-------------- ....._-------- .-.........__.__.------------------------- ......_..._------- .._.---------------------------------------------------------- _-..___ __---- _....-------- ----------- _........._____..-_._.......______..._.________-_........._______-_......____-_-__.-..._____...__.._......______._._...._._.__...___.___.-_-_______--..._..._____._....._.._._._..._______..___._.__._.-......____.............._..._.....-....____...t_. ........................................_........-..........__.............._._......_...._.. __-------- --------- ------------------------ ............_............__........____- __._....-._..- -- _...._..,........_._...t.. I co __...._________________-......_______.............._._._.___................__..........._.....__..............._.___............._._...............•___.._._._-_...____.___...-......._..____.......... _-_.____.t._ I 14 .............._-......._--------- ..._...-._.___............._....___.._..._....._-_._._-......._______...._._...--------- .._.......__.__.___........_._......._._._._....._.____...-._..--- __----- ..-..._._____._._.:.......... ......_.._------------ .._-._--------- .--- .........--------- .... . _...__.___...._.___________._..__-____._.._.... ___...t.. I A9BRAKE METAL...._,__BRAKE METAL.1 ------- ___ _---- __________.......____.____._....._....___..._........_...._.______....__.______.__.._._....___.___.__.•.-__........_______._._.._._______.___.....-.___._-..•-..-..._..--._._.._..._....._....______-.-.-._. .........__,OVER 9'- GWB,_......_..__..................................-._-_•__. OVER 1/2' GWB, __________UP TO 9' 0" A.F.F........................................................ .... ..... .......................... .. .._. __ __ _ _ ____._...._.UP TO 9'-0" A.F.F..__._...___._ ._._._________. i4____............._.._........_.____.....____._..___._ t._ o A9-.1 t I _ - _ A ULTRA ENTRY M1 MAT V1 11 A7 N I SIM. ' 4'- 81 /2" R.O. 4'- 81 /2" R.O. -- FOR ADA GRAPHIC 1 LOCATIONS, 30 RE: DETAIL 9/A8 A6 A7 6" 7- 10 1/2" 7'-101/2" 6" 2' - 3" 14" 6" -_ - I -_ -_ ___T 16' . 9" 2' 7" 21' -11" A9.1 .1/2" = V-0" cc cc tX? *4 t�3 M W Y O � � Q cr Z O j J Cn Q Z Lu m Z z U) W Q z � J v 0 N O N Lo co N Lo W O U) T C) ti T N >Lo M m co Lo LJL U Z CIS J Q W a o Q M = IL 0 Lu C!) � N 0 m � 0 o N o ' m M O �i t y c I c o 0 a w a 0 z o z H Lo m N Y ui o W U t N O 0 Q a in 0 U A9.1 CANE BOLT SLEEVE, TYP. GC TO VERIFY LOCATION >9 6"C0NCRETE PAD WITH 6" STONE BASE. SLOPE: 1 % CANE BOLT SLEEVE, TYP GC TO VERIFY LOCATION bo MM SIDING CONTINUES INLIEU 0F STONE WAINSCOT. SEE DETAIL 12/A6.1 TRASH ID FLOOR PLAN --4"0A.SLEEVE THROUGH WALL AT GRADE FOR DRAINAGE 32.'8^ OUTSIDE OFQNUTOOUTSIDE OFCMU 12 MPT TRASH UNIT --G/C.T0PROVIDE ^CADOON" SIGNS ATDOOR AND GATES. VERIFY LOCATION. SEE 22yA1O 7'10r C=== urr \�/THROUGH WALL AT GRADE 8'�^x1O��VENTED ' SHED FURNISHED AND CONCRETE SLABDRAINAGE- RE: 1INSTALLEDBY8C SHED MFR: SUPERIOR (407) 467-0004__] COLOR: WHITE 10 Qk STUCCO CONTINUES IN LIEU OF STONE WAINSCOT. �0�STAN�SS ME�LE�EROR�DDERS�ED0W��UG.C. TOPA0VDE�AUT|ON" VERT|CALACOENT 7A6.1 S|GNSATDOOHANDGATES. TR|M `-rrr VER|FYLOCAT0N.SEEO&�1O PLANK LAP SIDING T0 THIS POINT SEE PLAN ALL ITEMS TO BE SHOP FABRICATED. ALL WELDS GROUND SMOOTH CAPS AT TOP 18 TYP. GATE FRAME STEEL POSTS co L GATE bo bo Alo HINGE Ln 1X6 WHITE CPVC SMOOTH FINISH SLATS WITH 1/4" SPACING METAL FRAMES, HINGES AND POSTS HOT DIPPED GALVANIZED & PAINTED WHITE PER SPECS CONC. FOOTING RE: STRUCTURAL GATE ELEVATION �ECYCLIN8 DUMPSTER STONE BASE. SLOPE: 1 % G TO VERIFY LOCATION 78 0 Z STEEL DOWNSPOUT Uj SIDE VIEW HINGE D ETAIL (2) #8 BARS AND PRE -CAST CONCRETE 10 1/2" DOWEL HOLES. WALL CAP BY ITALIAN (MIN. 2 PER SECTION) STONE, COLOR: WHITE — _7z DRIP EDGE FLASHING 5/8" STUCCO FINISH SYSTEM BOTH SIDES, THRU WALL SEALANT WEEP SCREED x SEALANT CONT. METAL FLASHING WITH G x 8/4 X 8" CPVC TRIM, DOF DRIP EDGE SET IN A BED OF "WITH-' x COLOR: WHITE SEALANT x POST SIDE CONNECTION GATE SIDE CONNECTION 4^X4'TSPAINTED STEEL POST 4"X2"(lD.TSGATE ASSEMBLY. FULLY WELDED T0SEAL INTERIOR 0FTUBING. ALL EXPOSED ENDS MUST BE CAPPED AND GROUND SMOOTH WELD HINGE AT ALL FOUR SIDES GALVANIZED STEEL, HEAVY-DUTY HINGE. BY GUARDIAN, MODEL 2000.FLAT MOUNT. BOTH SIDES ___�VALL SECTION (11 Al ' | ``__/ - PRE -CAST COP 50"STUCCO F PRE-CASTAD� MANUFACTUR ADHEREDKAI STONE VENEE SLAB RE: STRUCTUF PRE-CASTST[ FOUNDATION RE:STRUCTU[ FOOTING RE: STRUCTUF 1^i[lPIPE VVEL GATE (TYP. OF CAULK JOINT 8" CMUBOND BEAM rR�u«o/ADHERED M*mu� �I�l --__-----��1 � O^\��p STEEL BARS (R VV�H��D|A.F CMUUNTBL FOR PADLOCK �8^STUCCO FINISH SYSTEM EPDXY FINISH: EPX1 "="' ',''�^"''°'''"'�"'`^' RE� F|N|SHSOHED.A8 ,,' '"'L=.°""' CAPACITY ^^"S/L MORTAR SETTING BED DRIP EDGE FLASH�G ADHERED wmmvrSTONE VENEER , 8 QNUVYALL �B^D|A x1-G^( ' CONTINUOUS SEALANT LONGS7�|NLB @ HEAD AND JAMBS STEELCANEB( (BOTH SIDES) WITH HANDLE SCRATCH COAT - GROUT CMUVALL SPRAY %VMORTAR EXTERIOR -- -- ADHESIVE MATERIAL PRIOR T0 NA ��-----~-� | | | DOOR AND FRAMERE: | SCRATCH DOOR SCHEDULE HEAD DETAIL SILL DETAIL (16 CAUTIO Vehicular traffic on other side of door. Open door I slowly 1. SIGN FURNISHED 8YWAWA, INSTALLED BYGC 2. POST ATALL GATES AND DOORS FACING TRAFFIC LANES (_22__� SIGN AT DOORS AND GATES .=no.v, NE BOLT & LATCH DETAIL 3H:BX1 LHANGER (PANTED 'ANEBOLT |N ACTED POSITION ILESSTEEL BARS 3/8" DIA. HOLESFOR OCK WITH CANE BOLT VVNPOSITION (TYP. :-A.CANE BOLT) ILESS STEEL GUIDES 20 AMP WEATHERPROOF GFI ONOZAIRE UNIT ONK}FFSVV/TCH DISC. SWITCH � -------- CONTROL UNIT 7 8X12NEMA3R | -Lt— RACEWAY | ^�~~~TOT�.LT. F|XTUAES ^--- 21/2"CPWR TO ELEC. RM PARTIAL INT. ELEV (12 NOTE: ALL METAL TO BE HOT DIPPED TS 4x2x3/16 GALVANIZED AND PAINTED WHITE, PER STITCH -WELDED TO FRAME SCREWED TO FIXED STOPS WELDED LATCH ASSEMBLY PAD LOCKABLE CANE BOLT ONEACH GATE LEAF, ATTACHED TOFRAME --- TS1^x1^FIXED STOPS. STITCH -WELDED TO FRAME INTERIOR GA (18 TE DETAIL w Er Lh Lh IUD NN ~ "T_ CM LO cY3 L0 � m LL CIO UU 27 _ �� w^ - _u _j w _ 06 z cy) LLI w Uj Uj _LLi LO Uj Uj A10 o GENERATOR BOX. RE: ELECTRICAL LINE OF PORCH OVERHANG ABOVE ------------------ . ------ ..................... ..... .... ......................................................... i LANDSCAPE. RE: CIVIL o CURB. RE: CIVIL I �� x• ., HARDSCAPE. RE: CIVIL BOLLARD, TYP.LJ 1 1 • 1 1 1 I A� , i I SEATING. RE: SHEET t 0 Al FOR LOCATIONS _ I I O N t\\ y�141 All %: zo (V 24" X 24" X 25" PLANTER, TYP. CONTROL JOINTS ' TYP. AT COLOR/ PATTERN CHANGE 'D N 1 STAMPED CONCRETE LAYOUT A11 3116" =1'4' LANDSCAPE. RE: CIVIL CURB. RE: CIVIL HARDSCAPE. RE: CIVIL M& TYP. STAMPED PATTERN SPECS STAMPED COLOR -INTEGRATED CONCRETE: INCRETE COLOR -INTEGRATED CONCRETE "DESERT TAN" WITH THE FOLLOWING TREATMENT: 1.)100% BROADCAST DRY SHAKE HARDENER "DESERT TAN" FOLLOWED BY 2.) 35%-40% BROADCAST DRY SHAKE HARDENER "COCOA", THEN HARD TROWEL. 3.) USE RELEASE POWDER "PEACH". KEEP COLOR IN GROUT JOINTS AND HIGHLIGHTS. 4.) APPLY INCRETE CLEAR SEAL PER MFR.'S RECOMMENDATIONS - 2 COATS, WITH ULTRA -GRIP ADDED TO SECOND COAT. STAMPED PATTERN: SLATE (USE INCRETE 24"X24" NOTCHED OLDE ENGLISH ASHLAR SLATE THINLINE STAMP TOOL) WITH CONTROL JOINT AT BORDERS. STAMPED, COLOR -INTEGRATED CONCRETE 2 TYP. STAMPED PATTERN SPECS A11 3/16" = V-0" GENERAL DESCRIPTION 1. USE SPECIFIED COLOR -INTEGRATED CONCRETE FOR FULL DEPTH OF SLAB INDICATED. 2. REFER TO CIVIL DRAWINGS AND SPECIFICATIONS FOR CONCRETE MIX. 3. REFER TO CIVIL DRAWINGS AND SPECIFICATIONS FOR CONTROL JOINT SPACING. COLOR -INTEGRATED CONCRETE SLAB SHALL ALSO RECEIVE SIMILAR CONTROL JOINTS. 4. ALL ADA CROSSWALKS, PLANTING CURBS AND EVERYWHERE THAT NORMALLY RECEIVES A STAMPED BRICK PATTERN SHALL INSTEAD RECEIVE THE SLATE PATTERN AS SPECIFIED. REFER TO PLAN FOR LOCATIONS. 5. FIELD VERIFICATION AND COORDINATION IS REQUIRED; NOTIFY ARCHITECT OF ANY DISCREPANCIES. 6. CONTRACTOR SHALL CREATE A JOBSITE SAMPLE MOCK-UP AND SEND PHOTOS TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 7. SIKAFLEX AT BOLLARDS AND OTHER GAPS WITHIN THE COLORED CONCRETE SHALL BE'CAPITOL TAN'. SIKAFLEX COLOR AT NON -COLORED CONCRETE AREAS SHALL BE AS PER SPECIFICATIONS. PLANTER SPECIFICATIONS 24" X 24" X 25": ALLIED MOLDED PRODUCTS LLC - BOULEVARD #1 SLP-2425. Color: Benjamin Moore #OC-1 Natural Wicker 24" X 48" X 24": ALLIED MOLDED PRODUCTS LLC - BOULEVARD #1 RECLP-482424. Color: Benjamin Moore #OC-1 Natural Wicker 00 Z to r C) co Y M 0— Q w Z Q O J U) m Z EL w ZS�a C� H w v Q N Q �1 L•J N F- 6 00 N LO 4# W fr O F- tn T' 0 T N >LO J CO m CY) Lo 0 0LJ Do z L.L J Q LU Tz w � 06 � z Q C_ CO w LJJ o Z:) N Cr a w w w in Z Q J W n Q U to 0 CC Q 2 J U w U M Q r �a G d 3 79 V � C C 0 N Q L i i O z o z 1- rn W o N o L" ch z a e 5ii 0 Y Y Q) 19" MAX. ADA COMPLIANT WATER , 2 FOUNTAIN. SEE 1/ADA1 FOR LAC, 30" MIN. ADA1 CLEAR SPACE REQUIREMENTS «-.. 5" MAX. 15" MIN. r--------------� ------ -------------- zz WALL ;.,, �; 1 I WALL P: I 1 -___ ----- ___ _ ____ ___ w J .: I I ------------------ r— — r __ : -- I cc1 ¢ N .-. . I I I I I c=m" I IbD I ' TOTAL SEATS ACCESSIBLE SEATS I j 18" MIN. I I REQUIRED 15" 1 1 I I coCL a v I z I I ' I I co M 1 20 1 I I 1 M z X co z_ 21 - 40 2 I co I I un NOTE: THE SPOUT ON THE c, 41 60 3 DRINKING FOUNTAIN WILL BE A N " c ? N 61 - 80 4 I I 14? L _ _ I MIN. 15 INCHES FROM THE REAR co---- _ 81 -100 5 I I I { --- WALL AND A MAX. 5" FROM THE N 101 -120 6 I 1 1 FRONT EDGE, INCLUDING 121 -140 7 ICLEAR BUMPERS IN ACCORDANCE TO - 'FLOOR I I CLEAR . ! SECTION 602.5 OF FBCA. TOE AND N SSPACE____________ ICLEAR I SPACES KNEE CLEARANCE TO BE IN r FLOOR Q ACCORDANCE TO SECTIONS 306.2 REFER TO DETAIL 13 OFTHIS SHEET FINISH FLOOR SPACE _------------ '` ► AND 306.3 FBCA FOR CLEAR FLOOR SPACE 30" MIN. ` REQUIREMENTS 30" MIN. ACCESSIBLE WATER FOUNTAIN 2 WATER FOUNTAIN SECTION 3 WATER FOUNTAIN DETAIL 4 ADA SEATING CLEARANCE - FRONT 5 ACCESSIBLE LAVATORY - PLAN 6 ACCESSIBLE URINAL - PLAN 3/4" =1'-0° ADA1 1 1/2" = V-0" ADA1 1 1/2" = V-0" ADA1 1. = V-0" ADA1 3/4" =1'4' 1, ADA1 3/4" =1'-0" 6"x6" ELECTRICAL ROOM SIGN MEN OR WOMEN SIGN BRAILLE SHALL BE LOCATED // BRAILLE SHALL BE LOCATED / CL MIN. 48" A.F.F. TO BOTTOM OF / 9" MIN, 48" A.F.F. TO BOTTOM OF LOWEST CHARACTER AND NO // LOWEST CHARACTER AND NO / HIGHER THAN 60" A.F.F. TO / HIGHER THAN 60" A.F.F. TO 5'- 0" TOP OF HIGHEST CHARACTER // TOP OF HIGHEST CHARACTER 24" MIN. 12" MIN. 15" MIN. C2 MOUNTING AND HEIGHT �� _ MOUNTING AND HEIGHT ADA SIGN AS PER FBC ACCESSIBILITY � ADA SIGN AS PER FBC 703 �� ACCESSIBILITY 703 M I CD NOTE: WHERE THERE IS NO SPACE TO �� NOTE: WHERE THERE IS j j THE LATCH SIDE OF THE DOOR, SIGNS NO SPACE TO THE LATCH I I T SHALL BE PLACED ON NEAREST �� SIDE OF THE DOOR, SIGNS I / I ` w Q ADJACENT WALL SHALL BE PLACED ON I I I W NEAREST ADJACENT WALL 0 Q �\ SIGN IS BLACK WITH WHITE LETTERS �\ II BURN G\R j 16" TO 18" 1 L Lo0 J BY MY DOOR SIGN II 5-� - z z 800-952-1457 (PHONE) �� II I � j J U) 718-504-4448 (FAX) I1 1 60 MIN._ o m z 8 j E MOUNTING HEIGHTj l 1 "' Qcn ~ tZ j z I i 0 CD Q TOILET PAPER N 4„ I I I DISPENSER 1 30" X 48" CLEAR FLOOR SPACE AT 6" 6" MAX. I I / I LAVATORY SHALL COMPLY WITH I SECTION 606. FBCA I ICLEAR / GRAB BAR. SEE ---------I ----- --� FLOOR �,"I 19" 30" DETAIL 27/ADA ----- - - - - -- �� 1 SPACE CLEAR Q 0 -------------------- GRAB BAR SHALL BE 1-1/2" MAX, II I _ OUTSIDEDIA.- TYPICAL II NOTE: PROIVED 32" MIN. CLEAR 1 ---- ---------------- I I I SPACE BETWEEN FINISHED WALL AND jj OPENING AND SELF -CLOSING GRAB BAR TO BE 1-1/2" MIN. TYPICAL ACCESSIBLE STALL DOOR L\ 9 2X6 BLOCKING AT STUD WALLS 1 1/2 II 1 uj I-_ I (OMIT BLOCKING AT MASONRY ORol I - Q o I CONCRETE WALL) TYPICAL ��' w BRAILLE SHALL BE LOCATED I I m ( 48" A.F.F. MIN. TO BOTTOM II /� I I ,cf)y MEN WOMEN 2 1/4"X3"EXPANSION ANCHORS AT II i ' 1 0 I OF LOWEST CHARACTER c � AND NOT HIGHER THAN 60 I I 1 a I A.F.F. TO TOP OF HIGHEST MASONRY OR CONC. WALL. 2- #10X2" CHARACTER SCREWS AT WOOD OR STEEL STUD a I I L------- - - - - - - - - - - - - - - - - - WALL - TYPICAL N II ` wui II O FLANGE PER MANUFACTURER `n L _ _ - 1 N MFR: SOURCE ONE MFR: SOURCE ONE WELDED TO RAIL AND5/8"X31/4" I I 3 DIA. MOUNTING PLATE 1 I NOTE: MDL #: M69BLKW MDL #: W69BLKW i INFORMATION SHOWN IS INTENDEDLo _ I I TO BE GENERAL IN NATURE. REFER Z co I I TO PLANS FOR ACTUAL PLAN AND N DETAIL CONFIGURATIONS. s ADA SEATING CLEARANCES 15 RESTROOM SIGNAGE 16 GRAB BAR MOUNTING DETAIL 17 AUCESSIBLE WATER CLOSET - PLAN __________- W ADA1 3" =1 �-0" ADA1 1 " =1'-0" ` 9"W X 6"H TACTILE EXIT SIGN v ) / 10" 24" MAX 9" MOUNTING HEIGHT MEASURED TO T BASELINE OF LETTERING z / m W / T z O N >� W N / J J m / ^ I� / E Ml w Z ,^ v, a W MOUNTING AND HEIGHT od ADA SIGN AS PER FBC 703 a= w Q z M J NOTE: WHERE THERE IS NO TO THE LATCH SIDE OF I o Cad ui w Q - SPACE COAT HOOK. LOCATE ON MIRROR. BOTTOM EDGE e o � N w o THE DOOR, SIGNS SHALL BE � _ � PLACED ON NEAREST TOILET PARTITION OR WALL. OF REFLECTING SURFACE _ d ADJACENT WALL LOCATION OF HOOK MUST NOT TO EXCEED 40" A.F.F., E AUTOMATIC FLUSH CONTROL 131/2" MIN. NOT CAUSE OBSTRUCTION OR TOP 74" MIN. e SIGNS ARE BLACK WITH WHITE PROJECTION FROM WALL HAZARDS TO USER SOAP DISPENSER $ OF FE, ��'.•""" ' ••. LETTERS BY SETON � \� IDENTIFICATION PRODUCTS URINAL PARTITION z ' NI~ (PHONE) 800-571-2596 PHONE ASSEMBLY NAPKIN DISPOSAL WASTE RECEPTACLE �3G 800-345-7819 (FAX) GRAB BAR 18" MIN. 41"MAX. '• A Oi LENGTH,1 1/2 DIA TOILET SEAT COVER DISPENSER HAND DRYER, WALL MTD. m ids; •• 1 n SIGNAGE MOUNTING Fig p` SET 1 1/2' OFF WALL 7IT QO ADA1 3/4" =1'-0" a GRAB BAR 42" MIN. ? �12" 03/03/2017 LENGTH, 11/2" DIA 12" MAX. 42" MIN. N 24" MIN. MIN a SET 1 1/2" OFF WALL r o 8" MIN. 3" z z 0 TOILET PAPER o = _ _ _ _ _ _ _ _ _ _ DISPENSER, EHD ? N CONTINUOUS PAPER FLOW TP z Q z- O ND _ _ ..j co o o N a, N TRANSFER cn �, '� I;' x Q � T co M SIDE " co ol m z I' a O � N I'... o LO � Z N fl. cn I 11 MIN. iuj tr o 7" TO 9" 16" TO 18' 15" MIN HAND DRYER w - RECESSEDJ� 6" MAX. MAINTAIN ALL PIPES E d 17" MIN. WITHIN MINIMUM $ p NOTE: FOR MORE INFORMATION SEE 6/P5 REQUIRED LAVATORY z CLEARANCE OUTLINES WATER CLOSET URINAL DISPENSERS LAVATORY a © z U o M o USQ z 10' p O 7 ti O N w M H O L Q Q U w 0 o MAX. � a a x N M ADA1 NO OBSTRUCTIONS TO REACH OVER 26 REACH RANGES 27 ADA CLEARANCES - RESTROOMS ADA1 1. =V-0" ADAi 1/2" = V-0" 1 co c0 W Y p p 0 Q W � z Q � J J cn Q Z Q m Z w z C LU n Q ~ Q w ZJ v p N Q O N 00 N LO 4t W Ir 0 H T— 0 T N >LO M J m CO o� L 00 LL z Q w= w 06 a Q CM LU N O a Z J Z W w �- 0 w W w M O � N CY) O d 7 M O d t V � C O r 'FA.Q. y ow LIJ W a 0 z 0 z o Ln M Y W o z H Q U CO O c� H o W (1) cr Q OC = Ix 0 U i 8'EXPRESS CASE o OPEN REFRIGERATED DISPLAY - 8' ISLAND PLAN VIEW C3.2 PLAN VIEW CUSTOMER ACCESS TERMINAL ELEVATION VIEW POWER REQ: 120V POWER REQ.: 120V OUTLET TYPE: (2) QUAD OUTLET TYPE: (3) JUNCTION BOXES PLUMBING REQ.: N/A PLUMBING REQ.: 3" HUB DRAIN - HUB DRAIN (NEW STORES ONLY) r PLAN VIEW 1'-5" FLOOR SINK LOCATION (FS-1) 62" HOT FOOD TABLE r FCC. FO. PLAN VIEW II UC II I I FLOOR SINK II REFRIG. II LOCATION (FS-1) (1) OVEN I I II II I I COFFEE CAP-6 BREWER PLAN VIEW PLAN VIEW PLAN VIEW PLAN VIEW I I (2) OVEN I I I I I I PLAN VIEW "'" '1RAIN PION REFRIGERATED FOOD PREP PLAN VIEW n ATA 4 4�11 CIAIIn AA UNDER COUNTER SINGLE CONVECTION OVEN DOUBLE CONVECTION REFRIGERATED FOOD DRAWER WARMERS REFRIGERATED SANDWICH STATION HOT FOOD TABLE RETHERMALIZER COFFEE BREWER CAPPUCCINO REFRIGERATOR ON STAND OVEN ON STAND PREP UNIT ELEVATION VIEW ELEVATION VIEW ELEVATION VIEW ELEVATION VIEW ELEVATION VIEW ELEVATION VIEW ELEVATION VIEW ELEVATION VIEW ELEVATION VIEW ELEVATION VIEW 61.1 69.1 B12.2 626.2 B29.1 B30.1 B32 632 645 POWER REQ: 120V,13A -REQ: 208V, 3PH•23.8A POWER REQ: 208V, 3PH, 900W POWER REQ: 208V, iPH, 28A POWER REQ: 120V,1.8kW POWER REQ: i20V, 1/5 HP, 2.2A POWER REQ: 208V, 3PH, 22.1A POWER REQ: 20$V; 3PH, 22.1A POWER REQ:115V, 1/3 HP, 9A OUTLET TYPE: GFI DUPLEX r OUTLET TYPE: L15-30R COVER 30A BREAKER 40A BREAKER 20A BREAKER OUTLET TYPE: GFI DUPLEX 30A BREAKER 30A BREAKER OUTLET TYPE: GFI DUPLEX POWER REQ: 120V,1,015W, 8.5A L5-20P, L5-20R PLUMBING REQ.: 1/2" HW W/ 3/4" U Q OUTLET TYPE: L14-50P L14-50R COVER 0 OUTLET TYPE: L1450P L1450R OUTLET TYPE: 1 GFI DUPLEX 0 () PLUMBING REQ.: N A U G Q / OUTLET TYPE: L1 R OU 5 30 OUTLET TYPE: 2 L15 R () 30 PLUMBING REQ.: " HUB DRAIN(INDIRECT) G Q 3 U OUTLET TYPE: WP/GFI DUPLEX PLUMBING REQ::- COPPER HOSE CONNECTION. PLUMBING REQ.: 1/2" HW PLUMBING REQ.: (1/2" CSRX) PLUMBING REQ.: (1/2" CSRX)- PLUMBING REQ.: N/A PLUMBING REQ.: N/A PLUMBING REQ.: N/A, 3" HUB DRAIN (INDIRECT) 3" FLOOR SINK (INDIRECT) 3" FLOOR SINK (INDIRECT) 0 m DRAWER PLAN VIEW TOASTER ON FRONT LINE OR BACK LINE COUNTER ELEVATION VIEW B14.2 POWER REQ: 208V,1 PH,150OW 30A BREAKER OUTLET TYPE: 1-6-3013 PLUMBING REQ.: N/A I � I OD 0 I m I I � I I PLAN VIEW PLAN VIEW TOASTER ON REGULAR BACK LINE COUNTER ELEVATION VIEW B14.2 POWER REQ: 208V,1 PH,150OW 30A BREAKER OUTLET TYPE: L6-30R PLUMBING REQ.: N/A TOASTER W/UC REFRIGERATOR ELEVATION VIEW B14.2 630.1 POWER REQ: OUTLETS TYPE: (1) 1-6-30R, (1) GFI DUPLEX PLUMBING REQ.: N/A HUB DRAIN ON ONE OF THE TWO LOCATI ® I 00 UC ICE PLAN VIEW BLENDER W/ ICE MACHINE BELOW ELEVATION VIEW B36 B37.1 POWER REQ: OUTLET TYPE: (2) GFI DUPLEX PLUMBING REQ.: (1/2" CSRX) 3" HUB DRAIN (INDIRECT) V-41/2" V-41/2" I1114 FLOOR SINK `' I fill LOCATION (FS-1) ROLL OVEN JU ROLL CAB. PLAN VIEW PLAN VIEW ROLL OVEN ROLL CABINET ELEVATION VIEW ELEVATION VIEW 642 POWER REQ: 208V, 3PH,11.1Kw POWER REQ: 120V 35A BREAKER OUTLET TYPE: GFI DUPLEX OUTLET TYPE: L15-50P, L15-50R PLUMBING REQ.: N/A PLUMBING REQ.: 3/4" CW (1/2" CSRX) 3" FLOOR SINK (INDIRECT) I C o Q x Q — PLAN VIEW I I PLAN VIEW I I I I I i I I i I I I I i 4 I I I I I I L______J 911 9.1 OR PLAN VIEW HUB DRAIN LOCATION w IC of PLAN VIEW ivw LvrrCC TAYLOR 1 BARREL ATM DROP IN REFRIGERATOR DISPENSER ELEVATION VIEW ELEVATION VIEW ELEVATION VIEW ELEVATION VIEW 650.1 C11 641 <C20 OR POWEH REQ: 208V, 3PH, POWER REQ: POWER REQ: 120V, 1/2 HP, 10.7A POWER REQ:120V, 4A 4.4 kW, 25A BREAKER OUTLET TYPE: (2) DUPLEX OUTLET TYPE: GFI DUPLEX OUTLET TYPE: DUPLEX OUTLET TYPE: L15 30P, PLUMBING REQ.: N/A PLUMBING REQ.: 3" HUB DRAIN PLUMBING REQ.: N/A L15-30R (INDIRECT) PLUMBING REQ.: N/A HUB DRAIN LOCATION FREE I STYLE I I I I PLAN VIEW f n=—O I T LC VVI IIjL MACHINE ELEVATION VIEW C22 C28 POWER REQ: OUTLET TYPE: (2) DUPLEX PLUMBING REQ.: (C28 -1/2" CSRX) C22 -1/2" FILTERED WATER 3" HUB DRAIN (INDIRECT) FCB 4-HEAD PLAN VIEW PLAN VIEW mu4.uv umnovimm i vn BEVERAGES MILKSHAKE BLENDER ELEVATION VIEW ELEVATION VIEW C23 649 POWER REQ: 208V, 1 PH, 30A BREAKER POWER REQ: 120V OUTLET TYPE: 1-6-30R OUTLET TYPE: PLUMBING REQ.: (1/2" CSR) GFI DUPLEX 3" HUB DRAIN (INDIRECT) PLUMBING REQ.: N/A S 0 U os co 0 00 Lo W cr 0 I— U) T O ti T N >Lo CM m M ILL QQ Z L.L :5 J Q w= w z °� Q _ M w N O x IL _J Q w 0 z W ^5 I..L Lu J Q U w L w w m � � o N M 0 d M o N c o r U) w� a C z d r- z H Lo rn N 0 Y t` W 0 O c�1 1W- o Q Q Ir a cc x a U EQ2 1 GRAPHICS PLAN Gi 1/81' = V-011 00, .......... 5 GRAPHICS ELEVATION Gi 1/4" = 11 /\II EQ , EQ WALL MTD. BEVERAGE GRAPHICS BY SIGN VENDOR. DUPLEX RECPT ON WALL BEHIND SIGN. . ...... 0 N g ELEVATION @ BEVERAGE AREA Gi 1/4" = V-0" PLAN @ BEVERAGE AREA GRAPHICS 3/8" = 11 1 2 GRAPHICS ELEVATION G1 1/4" = V-0" DIGITAL DIGITAL DIGITAL DIGITAL MONITOR MONITOR MONITOR MONITOR OEM NO& am ME i �ftffil �WMI_ �01. lkmmw.. E ni kk mrn"rl___I. v_.." nL I MIL JI IC.Lv 111\.A I ..._.._ _. _... COUNTER BEYOND 3 GRAPHICS ELEVATION G1 1/4" = V-0" 4 GRAPHICS ELEVATION G1 1/4" = V-0" EQ I EQ BACKLIT GOOSE LOGO SIGN. RE: DETAIL 11/A9 CIGARETTECARTON STORAGE W/ DISPLAY "ORDER HERE" SIGN "PICK UP HERE" SIGN 6 GRAPHICS ELEVATION G1 1/4" = V-0" DUPLEX RECEPTACPLE FOR BEVERAGE GRAPHICS. RE: ELECTRICAL 11 ELEVATION @ BEVERAGE AREA G1 1/4" =11-0" IVILIVV Jivil IVILIVV 011-11Y SOFFIT. RE: SHEET A2 (4) CEILING HUNG DISPLAYS BEHIND MENU SHROUD MENU SIGN "ORDER HERE" SIGN 7 GRAPHICS ELEVATION G1 1/4" = 11-011 GRAPHICS LEGEND GRAPHICS DESCRIPTION Thank You WALL MOUNTED SIGN Welcome WALL MOUNTED SIGN Exit OnIyJ WALL MOUNTED SIGN DIGITAL MONITOR, BACKER BOARD MOUNTED n DIGITAL MONITOR, CEILING MOUNTED — — —' MB MENU BOARD, BACKER BOARD MOUNTED DUPLEX RECPT, RE: ELECTRICAL WALL MTD. BEVERAGE GRAPHICS BY SIGNAGE VENDOR CENTER "Welcome" g GRAPHICS ELEVATION G1 1/4" = 11 011 GENERAL NOTES 1. LETTER GRAPHICS ARE FURNISHED AND INSTALLED BY OTHERS. 2. MENU BOARDS ARE FURNISHED BY OTHERS AND INSTALLED BY GC. 3. DIGITAL MONITOR, BRACKET, AND COLUMN MOUNT SUPPORT ARE TO BE FURNISHED BY WAWA AND INSTALLED BY GC. CONTRACTOR SHALL COORDINATE AND INSTALL NECESSARY MISCELLANEOUS STEEL FOR COLUMN MOUNT ATTACHMENT. 4. DIGITAL MONITOR CEILING HUNG LOCATION DIMENSIONS SHOWN ON PLAN ARE TO THE CENTER OF COLUMN SUPPORT AND SHOULD BE VERIFIED IN THE FIELD. 5. WAWA REPRESENTATIVE TO VERIFY FINAL LOCATION OF ALL GRAPHICS. 6. SEE FLOOR PLAN FOR LOCATIONS AND GRAPHICS REQUIRED. 00 i f � 0.. M W Y O m IT— //�E L,L L1J Er � J J � Q Z wQna- z z w v p N Q O N 00 N L� W O F_ U) T 0 T N >� C'M m C'7 M LL Lo 00 L Z J Q ul w �_ > z _ Co w Cc � N a Q LL1 J Lu 0 z Q z 0— w Q L w w }' � o N M d M 3 � d U c p a y u W �~ w a z° o z o F- rn N 0 Y W C> o Z �'_: W m J U Cn co ri LIFE SAFETY PLAN 1/4" =1'4' O O !nE BUSINESS MERCANTILE MERCANTILE (KITCHEN) STORAGE2 UTILITY EGRESS DATA - NEW MERCANTILE, UNSPRINKLERED OCCUPANCY LOAD =163 EGRESS CAPACITY: 1. MINIMUM EGRESS CAPACITY (FBC 1005.3.2) REQUIRED = 31.2" (156 PERSONS X 027PERSON) PROVIDED =144" (EXIT A = 72" ; EXIT B = 72") ARRANGEMENT OF EXITS: 1. SEPARATION DISTANCE: AT LEAST TWO EXITS SHALL HAVE A MINIMUM SEPARATION NOT LESS THAN ONE-HALF OF THE OVERALL LENGTH OF THE SPACE. (FBC 1015.2.1) OVERALL DIAGONAL DISTANCE =114' MINIMUM REQUIRED DISTANCE BETWEEN MEANS OF EGRESS =114' / 2 = 57' DISTANCE BETWEEN MEANS OF EGRESS = 71' TRAVEL DISTANCES: 1. MAXIMUM TRAVEL DISTANCE REQUIRED FOR OCCUPANCY M, UNSPRINKLERED = 200 FEET (FBC 10162) ACTUAL MAXIMUM TRAVEL DISTANCE =125' EMERGENCY SIGNAGE AND LIGHTING: 1. REFER TO SHEET E2 FOR EMERGENCY LIGHTING AND EXIT SIGN LOCATION 2. EXIT LIGHTS ARE TO BE MOUNTED AT THE GREATEST HEIGHT ALLOWABLE AND IN COMPLIANCE WITH CODES, EXIT LIGHTS LEADING FROM THE SALES FLOOR SHALL BE VISIBLE ABOVE STOCK AISLES. FINISH CLASSIFICATIONS: 1. CLASS B FINISHES AT EXIT ENCLOSURES & EXIT PASSAGEWAYS (FLAME SPREAD 0-25 SMOKE DEVELOPMENT 0-450) 2. CLASS B FINISHES AT CORRIDORS (FLAME SPREAD 26-75 SMOKE DEVELOPMENT 0-450) 3. CLASS C FINISHES AT ROOMS AND ENCLOSED SPACES (FLAME SPREAD 76-200 SMOKE DEVELOPMENT 0-450) OCCUPANCY LOAD CALCULATIONS OCCUPANCY TYPE JOCC.GROUP AREA OCC./SF OCC. LOAD BUSINESS GROUP B 1197 SF 100 2 MERCANTILE GROUP M 3542 SF 30 118 MERCANTILE (KITCHEN) GROUP M 1168 SF 200 6 STORAGE 2 _ GROUP S-2 570 SF 300 2 _ _ UTILITY LGROUP U 1 160 SF 6'.' Ji 1 300 _ 1 128 —_— i � w ta co e m EL rywry� 2-7LL � J J cn Q Z m Z . w z U) Q w Q v O N O N H 00 N Lo W 0 U) qv- 0 T N >Lo M m CM m IL 00 Z C Q J_ 06 wuj T O Z T 2 �<cr)w Lu Z:) N 0 CC IL pmd J ui LL Q U) w w J LL H w J w �C) N M 0 01 M o d t ca c Q�I uj cn 0 w d 6 z C5 H m N Z W o iR �e r�i ,. W cM a J V en GENERAL A. ALL WORK SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2014, AS ADOPTED AND SUPPLEMENTED BY LOCAL REGULATION. B. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS AT THE SITE AND SHALL NOTIFY THE ARCHITECT/ENGINEER OF DISCREPANCIES BETWEEN THE ACTUAL CONDITIONS AND INFORMATION SHOWN ON THE DRAWINGS BEFORE PROCEEDING WITH WORK. C. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE COMPLETE DESIGN OF THE STRUCTURE. THEY DO NOT INDICATE THE MEANS AND METHODS OF CONSTRUCTION UNLESS SO STATED OR NOTED. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE WORKERS, OR THEIR PERSONS DURING CONSTRUCTION. D. OBSERVATION VISITS TO THE SITE BY FOR OR REPRESENTATIVES OF THE FOR MAY BE MADE DURING CONSTRUCTION. ANY SUPPORT SERVICES PERFORMED HEREIN SHALL BE DISTINGUSHED FROM INSPECTION AND.OR TESTING SERVICES PERFORMED BY OTHERS, AND ARE NOT TO BE CONSTRUED AS SUPERVISION AND/OR MANAGEMENT OF CONSTRUCTION. E. THE CONTRACTOR SHALL PROVIDE TEMPORARY ERECTION BRACING AND SHORING OF ALL STRUCTRUAL MEMBERS AS REQUIRED FOR STABILITY OF THE STRUCTURE DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT/ENGINEER OF ANY CONDITION WHICH, IN HIS OPINION, MIGHT ENDANGER THE STAILITY OF THE STRUCTURE OR CAUSE DISTRESS WITHIN THE STRUCTURE. F. CONSTRUCTION MATERIALS SHALL NOT BE STACKED ON FLOORS OR ROOFS IN EXCESS OF THE DESIGN LIVE LOADS WHICH ARE INDICATED IN THE GENERAL NOTES. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT THE SUBCONTRACTORS ARE INFORMED AND DO NOT VIOLATE THIS IMPORTANT REQUIREMENT. IMPACT SHALL BE AVOIDED WHEN PLACING MATERIALS ON FLOORS OR ROOFS. G. DRAWINGS ARE NOT TO BE SCALED. H. FOR ACTUAL ELEVATION ON FIRST FLOOR (REF. ELEV. 0'4" HEREIN), SEE SITE PLAN. J. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO THE DETAILS PRESENTED,SIMILAR DETAILS SHALL BE USED SUBJECT TO THE REVIEW OF ENGINEER OF RECORD. K. SUBMIT WRITTEN REQUEST TO THE ARCHITECT FOR APPROVAL OF ANY PROPOSED CHANGE TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. SPLICING, CUTTING, NOTCHING OR OTHER ALTERATIONS TO STRUCTURAL MEMBERS ARE NOT PERMITTED WITHOUT WRITTEN AUTHORIZATION OF THE ENGINEER. ANY UNAUTHORIZED DEVIATION FROM THE CONTRACT DOCUMENTS, AND CORRECTION THEREOF, IS THE RESPONSIBILITY OF THE CONTRACTOR. SUBSEQUENT DOCUMENTATION/REQUESTS TO BUILDING ENGINEERING OF RECORD FROM GC SHALL INCLUDE EVALUATION OF DEVIATIONS BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. L. THE MOST STRINGENT REQUIREMENTS APPLY IN CASE OF CONFLICT BETWEEN SPECIFICATIONS, STANDARDS, CODES AND DRAWINGS. M. DESIGN DATA ROOF LIVE LOADS: 20 PSF ROOF DEAD LOADS: 20 PSF WIND LOADING 1. ULTIMATE DESIGN WIND SPEED, V_ULT: 137 MPH 2. NOMINAL WIND SPEED, V_ASD: 107 MPH 3. RISK CATEGORY (TABLE 1.5-1, ASCE7): 11 4. WIND EXPOSURE: C 5. ENCLOSURE CLASSIFICATION: ENCLOSED (+/- 0.18) 6. COMPONENT AND CLADDING: SEE CHARTS THIS SHEET SUBMITTALS A. SHOP DRAWING REVIEW IS FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT. CORRECTIONS OR COMMENTS MADE ON THIS REVIEW DO NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR ERRORS AND OMMISIONS, AND FROM COMPLIANCE WITH THE PLANS AND SPECIFICATIONS. CORRECTIONS OR COMMENTS DO NOT AUTHORIZE AN INCREASE IN THE CONSTRUCTION BUDGET. B. APPROVAL OF SHOP DRAWINGS DOES NOT INDICATE ACCEPTANCE OF DEVIATIONS FROM CONTRACT DOCUMENTS OR PREVIOUS SHOP DRAWING REVIEW, UNLESS SPECIFICALLY NOTED THEREIN BY ENGINEER OF RECORD. C. ANY CHANGES TO THE DESIGN CONCEPT SHOWN IN CONTRACT DOCUMENTS SHALL BE SUBMITTED IN WRITING AND APPROVED BY THE ARCHITECT AND ENGINEER PRIOR TO SUBMITTING SHOP DRAWINGS. ALL SUCH CHANGES SHALL BE "BUBBLED" ON THE SHOP DRAWINGS AND REFERENCED TO THE PROPER R.F.I. D. SUBMITTALS SHALL CONFORM TO THE REQUIREMENTS OF THE CONTRACT DRAWINGS (REFERENCE ITEM C ABOVE FOR EXCEPTION). NON -CONFORMING OR NON -REVIEWED SUBMITTALS WILL BE RETURNED WITHOUT REVIEW. 1. SHOP DRAWINGS SHALL BE "APPROVED", SIGNED AND DATED BY THE GENERAL CONTRACTOR PRIOR TO SUBMITTAL TO ENGINEER AND ARCHITECT OF RECORD. 2. SHOP DRAWINGS SHALL NOT CONTAIN REPRODUCTIONS OF THE CONTRACT DRAWINGS. 3. SUBMITTAL REQUIREMENTS: SHOP DRAWINGS/DATA TO BE SUBMITTED FOR APPROVAL CONCRETE MIX DESIGNS (INDICATE INTENDED USE OF EACH) REINFORCING STEEL STRUCTURAL STEEL (INCLUDING JOISTS & JOIST GIRDERS) METAL DECK SHOP DRAWINGS/DATA TO BE SUBMITTED FOR APPROVAL. SUBMITTALS SHALL BE SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER LISCENCED IN THE STATE OF THE PROJECT LIGHT GAUGE TRUSS SYSTEMS RTU TIE DOWNS E. PROVIDE COPIES OF MANUFACTURERS LITERATURE FOR ALL MATERIALS AND PRODUCTS USED IN CONSTRUCTION ON THE PROJECT. FOUNDATIONS/SITE WORK A. FOUNDATION DESIGN IS BASED UPON THE FOLLOWING SOILS RFPORT- NO REPORT PROVIDED: PRIOR TO CONSTRUCTION, CONTRACTOR SHALL RETAIN THE SERVICES OF A QUALIFIED GEOTECHNICAL ENGINEER. THE GENERAL CONTRACTOR HEREIN IS RESPONSIBLE FOR PERFORMING ALL EARTHWORK OPERATIONS IN STRICT ACCORDANCE WITH GEOTECHNICAL ENGINEERING REQUIREMENTS. IF THE FOUNDATION RECOMMENDATIONS AN/OR DESIGN VALUES DIFFER FROM THAT ASSUMED, MODIFICATIONS TO THE DRAWINGS MAY BE REQUIRED. DO NOT PLACE CONCRETE PRIOR TO GEOTECHNICAL APPROVAL. B. ALLOWABLE IL PRESSURE SO SSU E ASSUMED TO BE 2000 PSF (REF A., ABOVE). SHALLOW FOUNDATION SYSTEM IS ASSUMED TO BE ADEQUATE. ESTIMATED SETTLEMENT ASSUMED TO BE NO GREATER THAN 1" OVERALL AND 1/2" DIFFERENTIAL SETTLEMENT. IT IS ASSUMED THAT ALL PROBLEMATIC SOILS (ORGANIC, EXPANSIVE, ETC.) WILL BE REMOVED AND REPLACED WITH SUITABLE STRUCTURAL FILL. C. ANY FILL REQUIRED TO BACKFILL EXCAVATED AREA OR ACHIEVE FINISHED GRADE IN STRUCTURAL AREAS SHALL BE AS INDICATED BY GEOTECHNICAL ENGINEER. THE FILL SHALL BE PLACED IN LEVEL LIFTS NOT EXCEED 12 INCHES LOOSE THICKNESS AND COMPACTED TO A MINIUM OF 95% OF THE SOIL'S MODIFIED PROCTOR MAXIMUM DRY DENSITY AS DETERMINED BY ASTM SPECIFICATION D-1557. D. IN -PLACE DENSITY TESTS SHALL BE PERFORMED BY AN EXPERIENCED ENGINEERING TECHNICIAN. TESTS SHALL BE PERFORMED FOR EACH 2,000 SQUARE FEET, IN EVERY COLUMN FOOTING LOCATION AND EACH 50 FEET ALONG WALL FOOTINGS. COPIES OF THE TEST REPORTS SHALL BE FURNISHED TO THE STRUCTURAL ENGINEER. E. REMOVE FREE WATER FROM EXCAVATIONS BEFORE PLACING CONCRETE. F. CAUTION SHOULD BE USED WHEN OPERATING VIBRATORY COMPACTING EQUIPMENT NEAR THE EXISTING STRUCTURE TO AVOID THE RISK OF DAMAGE TO THE STRUCTURE. G. REFER TO ARCHITECTURE DRAWINGS FOR ANY NECESSARY WATERPROOFING REQUIREMENTS. REINFORCED CONCRETE A. CONCRETE WORK SHALL CONFORM TO ACI SPECIFICATIONS, CODES AND STANDARDS. B. CAST -IN -PLACE CONCRETE, UNLESS OTHERWISE NOTED (U.O.N.): PORTLAND CEMENT PER ASTM C150 PROPORTIONED FOR MAX. ALLOWABLE UNIT SHRINKAGE OF 0.03% 25% MAXIMUM FLYASH BY WEIGHT SLABS 4000 PSI 28-DAY COMPRESSIVE STRENGTH, NORMAL WEIGHT, MAXIMUM AGGREGATE SIZE OF 1", 0.55 MAX. W/C, 4"-5" SLUMP FOOTINGS 4000 PSI 28-DAY COMPRESSIVE STRENGTH, NORMAL WEIGHT, MAXIMUM AGGRETGATE SIZE OF 1", 0.55 MAX. W.C, 3" 4" SLUMP C. CONCRETE COVER OVER REINFORCEMENT: FOOTINGS 3" SLABS COLUMNS AND BEAMS EXPOSED TO EARTH OR WEATHER 2" (#6 TO #18 BARS), 1 1/2" (3# TO #5 BARS) SLABS NOT EXPOSED TO EARTH OR WEATHER 3/4" (#3 TO #11 BARS) BEAMS AND COLUMNS NOT EXPOSED TO EARTH OR WEATHER 1 1/2" (#3 TO #18 BARS) D. REINFORCING UNLESS OTHERWISE NOTED S O ED (U.O.N.): 1. REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60. 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTMA185. WIRE FABRIC SHALL BE CONTINUOUS, LAPPED ONE CROSS WIRE SPACING PLUS 2" MIN. 3. WHERE CONTINUOUS REINFORCING IS SPECIFIED, SUCH REINFORCING MAY BE SPLICED WHERE APPROVED IN WRITTING BY THE ENGINEER OF RECORDS. 4. AT CHANGES IN DIRECTION OF CONCRETE WALLS, BEAMS, AND FOOTINGS, PROVIDE CORNER BARS OF SAME SIZE, QUANTITY AND SPACING AS HORIZONTAL STEEL. E. CONTRACTOR SHALL EMPLOY A 3rd PARTY TESTING & INSPECTION AGENCY RETAINED BY WAWA. G.C. TO COORDINATE ALL TESTING & INSPECTIONS. AGENCY SHALL PREPARE ONE SET OF FOUR TEST CYLINDERS PER DAY OR ONE SET FOR EACH 50 CUBIC YARDS POURED, MAXIMUM. LABORATORY REPORT SHALL BE FURNISHED TO THE STRUCTURAL ENGINEER SHOWING STRENGTH OF CONCRETE AT 7 (1 CYLINDER) AND 28 (2 CYLINDERS) DAYS. FINAL CYLINDER SHALL BE HELD IN RESERVE. F. THERE SHALL BE NO HORIZONTAL JOINTS IN ANY CONCRETE POURS UNLESS SHOWN ON THE STRUCTURAL DRAWINGS. THE ENGINEER OF RECORD SHALL APPROVE ALL DEVIATIONS OR ADDITIONAL JOINTS IN WRITING. G. SAW CUT CONTROL JOINTS SHALL BE LOCATED @ 12' O.G. MAXIMUM, U.O.N. WITH LENGTH TO WIDTH RATIO NOT TO EXCEED 1.5:1. (INDICATED ON PLAN) JOINTS IN TERRAZO FINISH FLOOR MUST ALIGN WITH CONCRETE CONTROL JOINTS. H. FINISH CONCRETE SLAB ON GRADE SURFACE TO THE FOLLOWING TOLERANCES, ACCORDING TO ASTM E 1155: SPECIFIED OVERALL VALUES OF FLOOR FLATNESS, F(F) 20, MINIMUM LOCAL VALUES OF FLOOR FLATNESS, F(F) 15, SPECIFIED OVERALL VALUES OF FLOOR LEVELNESS, F(L) 15, MINIMUM LOCAL VALUES OF FLOOR LEVELNESS, F(L) 10. I. LIQUID MEMBRANE FORMING CURING COMPOUNDS ARE PROHIBITED FROM USE ON THE BUILDING SLAB ON GRADE AS THEY MAY ADVERSELY AFFECT THE PERFORMANCE OF THE CONCRETE TERRAZO TOPPING. PROVIDE FOR CURING OF THE SLAB VIA ALTERNATE OR TRADITIONAL METHODS. REFER TO ACI 308.1 FOR ADDITIONAL INFORMATION. J. ALL EPDXY ANCHORS USED AT REINFORCED CONCRETE SHALL BE HILT[ HIT WY 150 OR HIT HY 200, U.O.N. K. POWDER ACTUATED FASTNERS (PAFS) NOT PERMITTED AT CONCRETE. CONCRETE MASONRY UNITS (CMU) A. ALL MASONRY WORK SHALL CONFORM TO ACI SPECFICATIONS FOR MASONRY STRUCTURES (ACI 530). B. CONCRETE BLOCK SHALL CONFORM TO ASTM C90, TYPE 11, WITH A MIN. NET COMPRESSIVE STRENGTH AT 28-DAYS OF 1900 PSI (F'M = 1500 PSI). NORMAL WEIGHT UNITS U.O.N. C. BELOW GRADE, MORTAR SHALL BE TYPE M. ABOVE GRADE, M OR S. GROUT TO CONFORM TO ASTM C270. D. ALL MASONRY LOCATED BELOW GRADE SHALL BE GROUTED SOLID. E. GROUT FOR FILLED CELLS SHALL CONFORM TO ASTM C476, AND SHALL HAVE A SLUMP OF BETWEEN 8" AND 10". GROUT COMPRESSIVE STRENGTH SHALL BE 3000 PSI AT 28 DAYS. ALL GROUTING SHALL BE LOW LIFT. MAXIMUN GROUT POUR HEIGHT = 5'-0". F. PLACE ALL MASONRY IN RUNNING BOND WITH 3/8" MORTAR JOINTS. PROVIDE COMPLETE COVERAGE FACE SHELL MORTAR BEDDING, HORIZONTAL AND VERTICAL. PROVIDE FULL MORTAR WEBS IN ALL COURSE OF GROUTED CELLS AND CELLS ADJACENT TO GROUTED CELLS. G. PROVIDE 8" DEEP PRECAST CONCRETE REINFORCED N CO C LINTELS OVER R ALL MASONRY OPENINGS NOT SHOWN TO HAVE A STRUCTURAL BEAM. MINIMUM END BEARING SHALL BE 8". LINTEL WIDTH TO MATCH MASONRY WIDTH. H. ALL EPDXY ANCHORS USED IN MASONRY SHALL OCCUR AT GROUTED, REINFORCED CELLS. J. REINFORCING, UNLESS OTHERWISE NOTED IN PLANS: 1. REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60. 2. ALL OPENINGS IN CMU SHALL BE REINFORCED WITH AT LEAST (1) #5 BAR AT THE TOP, BOTTOM AND BOTH SIDES OF THE OPENING 3. BOND BEAM AT ROOF LEVEL SHALL BE DOUBLE COURSE K.O. / LINTEL BLOCK WITH (2) #5 CONT. BARS EACH COURSE, AND BOND BEAM AT PARAPET LEVEL SHALL BE SINGLE COURSE K.O. / LINTEL BLOCK WITH (2) #5 CONT. BARS. 4. LAP SPLICES SHALL BE AS FOLLOWS: 48 X BAR DIAMETERS, U.O.N. 5. HORIZONTAL WALL REINFORCING SHALL BE 9 GA. GALVANIZED LADDER TYPE @16" O.C. VERT. 6. ALL REINFORCING HOOKS AND BENDS SHALL BE STANDARD ACI TYPE. 7. ALL WALL DOWELS SHALL MATCH REINFORCING SIZE AND QTY. L. POWER ACTUATED FASTENERS (PAFS) NOT PERMITTED AT MASONRY. ._ .• :--._.,.:._;. ,IBC _._ aav�a.�aaaaa��a��aaaaaavv�aa�a�aaaaa�aaati\��a�aama�aa� �`�a�aa\anrma�\r�aa�,t��vtota�aaa� .27 : Al _ -- a_ - - - = ------ Z 3 __gipp..__------------------ Z._----- i.--------------------- __�a` _.: ,c STRUCTURALSTEEL A. ALL WORK SHALL CONFORM TO AISC SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS (AISC 360). B. MATERIAL SHALL CONFORM TO THE FOLLOWING, EXCEPT AS NOTED: W SECTIONS ASTM A992 STRUCTURAL STEEL PLATES, ANGLES, CHANNELS ASTM A36 THREADED ROD ANCHOR BOLTS ASTM F1554 GRADE 55-Sl HEADED ANCHOR BOLTS ASTM F1554 GRADE 55-Sl PIPE SECTIONS ASTM A53, GRADE B. TUBE SECTIONS ASTM A500, GRADE B. C. WELDING, UNLESS OTHERWISE NOTED (U.O.N.): 1. ALL SHOP AND FIELD WELDING SHALL CONFORM TO AWS STRUCTURAL WELDING CODE, ANSI/AWS D1.1 2. ALL WELDING IN THE SHOP AND IN THE FIELD SHALL BE PERFORMED BY CERTIFIED WELDERS ONLY. 3. WELDING ELECTRODES SHALL BE E70XX LOW HYDROGEN. D. CONNECTIONS, UNLESS OTHER WISE NOTED (U.O.N.): 1. TIGHTEN BOLTS BY THE "SNUG -TIGHT" METHOD. 2. FIELD CONNECTIONS SHALL BE MADE WITH 3/4" DIA. MIN. HIGH -STRENGTH BEARING TYPE BOLTS (A325N) WITH THREADS ASSUMED TO BE INCLUDED IN SHEAR PLANES. 3. ALL BEAM TO BEAM AND BEAM TO COLUMN CONNECTIONS SHALL INCORPORATE THE MAXIMUM PERMISSIBLE 3/4" A325N BOLTS IN A SINGLE ROW BASED ON AVAILABLE WEB DEPTH. 4. CONNECTIONS SHALL BE SINGLE PLATE TYPE, U.O.N. ANGLE AND EXTENDED PLATE CONNECTIONS SHALL NOT BE PERMITTED UNLESS SPECIFICALLY DETAILED AS SUCH HEREIN. E. SHOP DRAWINGS (SEE SUBMITTALS) SHALL INCLUDE COMPLETE DETAILING OF STRUCTURAL STEEL MEMBERS AND CONNECTIONS AS REQUIRED TO FABRICATE AND ERECT ALL STRUCTURAL STEEL FRAMING. F. GROUT UNDER BEARING PLATES SHALL BE NON-METALLIC, NON -SHRINK TYPE WITH A COMPRESSIVE STRENGTH OF AT LEAST 6000 PSI WHEN BEARING ON 3000 PSI CONCRETE AND 8000 PSI WHEN BEARING ON 4000 PSI CONCRETE. G. ALL STEEL EXPOSED TO WEATHER SHALL BE HOT -DIP GALVANIZED OR OTHERWISE PROTECTED. H. ALL STEEL EXPOSED TO SOIL SHALL BE ENCASED IN CONCRETE OR COATED PER ASPHALIC BASED CORROSION NOTE. STEEL JOISTS AND STEEL GIRDERS A. ALL STEEL JOISTS, JOIST GIRDERS AND ASSOCIATED PARTS SHALL CONFORM TO THE STANDARDS OF THE STEEL JOIST INSTITUTE. B. ALL JOISTS AND GIRDERS SHOWN IN THE PLANS ARE MINIMUM SIZES. DEPTH CANNOT BE DECREASED OR INCREASED WITHOUT WRITTEN APPROVAL BY ARCHITECT/ENGINEER. C. CONTRACTOR TO FOLLOW SJI REQUIREMENTS AS A MINIMUM. D. PROVIDE BRIDGING AND X-BRACING AS PER THE REQUIREMENTS OF SJI. SHOULD PLANS INDICATE BRIDGING AND X-BRACING IN EXCESS OF THAT REQUIRED BY SJI, PLANS WILL GOVERN. E. PROVIDE SEATS, HEADER CHORD EXTENTIONS, OR OTHER ELEMENTS AND FEATURES SHOWN IN THE CONTRACT DOCUMENTS AND THOSE WHICH ARE REQUIRED FOR PROPER ERECTION AND PERFORMANCE OF STEEL JOISTS. F. STEEL JOISTS, JOIST GIRDERS, BRIDGING AND X-BRACING SHALL BE DESIGNED FOR NET UPLIFT. NET UPLIFT, IN NOT PRESENTED IN PLANS SHALL BE BASED ON THE CLADDING AND COMPONENTS WIND LOADS INDICATED IN THE PLANS PER APPLICABLE ZONE AND TRIB AREA. LO AD COMBINATIONS SHALL CONFORM T O O THE CODES SPECIFIED IN THE PROJECT DOCUMENTS. G. REF. PLANS FOR CONCENTRATED LOADS AND/OR UNUSUAL LOAD PATTERNS. H. AT A MINIMUM, PROVIDE BOTTOM CHORD BRACING EVERY OTHER JOIST AT JOIST -GIRDERS AND SUPPORTING W BEAMS. PROVIDE ADDITIONAL BRACING AS SPECIFIED HEREIN AS TYPICAL AND AS INDICATED IN PLANS. L MINIMUM WELDS, U.O.N.: 1. BAR JOIST ENDS 3/16" FILLET. 2" LONG. EACH SIDE 2. JOIST GIRDER ENDS 1/4" FILLET, 3" LONG. EACH SIDE J. DIAGONAL BRIDGING / BRACING SHALL BE BETWEEN ADJACENT JOISTS WHENEVER BOTTOM CHORD HORIZONTAL BRIDGING IS DISCONTINUOUS. STEEL DECK NOTES A. DECK SHALL CONFORM TO SDI SPECIFICATIONS. B. SPECIFICATION AND FASTENING REQUIREMENTS, REF. PLANS C. WELD METAL SHALL PENETRATE ALL LAYERS OF DECK MATERIAL. END LAPS AND SIDE JOINTS SHALL BE COMPLETELY FUSED TO THE SUPPORTING MEMBERS. USE PROPER SIZE WELDING ELECTRODE AND WELDING MACHINE CURRENT, SO THAT WELDS ARE ADEQUATE PENETRATION AND FREE FROM "BURN -THROUGH". D. METAL DECK SHALL BE ERECTED CONTINUOUS FOR A MINIMUM OF THREE (3) SPANS AND SHALL LAP AT THE CENTERLINE OF SUPPORTS A MINIMUM OF TWO (2") INCHES. PROVIDE A MINIMUM END BEARING OF 2" OVER SUPPORTS. E. PROVIDE SUPPORTS FOR METAL DECK AS REQUIRED WHERE METAL DECK IS CUT OUT. WELD DECK TO SUPPORTS SAME AS EDGE CONDITION. F. DO NOT HANG OR ATTACH DUCTWORK, CONDUIT, PIPING, EQUIPMENT, CEILINGS, ETC. FROM METAL DECKING. G. PROVIDE STL. SHIMS AND EMBEDS AS REQUIRED TO SUPPORT DECK ON "TYPICAL" BAY SPACING. ASPHALTIC BASED CORROSION RESISTANCE COATING A. REFER TO SPECIFICATIONS FOR GENERAL REQUIREMENTS, PRODUCTS, AND EXECUTION OF WORK. B. ASPHALTIC BASED CORROSION RESISTANCE COATING SHALL BE MADE WITH AN ASPHALT -BASE EMULSION COATING SYSTEM PER ASTM D 1187. C. APPLY A MINIMUM 1/16-INCH THICK COATING IN TWO APPLICATIONS. f D. COATING TO BE APPLIED ON ALL SIDES OF MEMBERS - TO INCLUDE STEEL TO BE ADJACENT TO CAST -IN -PLACE CONCRETE. E. COAT STRUCTURAL, ANCHOR BOLTS, WELDS, AND ALL COMPONENTS IN THE EFFECTED AND DEFINED AREA. F. ALL STEEL AND STEEL COMPONENTS (I.E., BASE PLATES AND ANCHOR BOLTS) EXPOSED TO SOIL SHALL BE COATED FROM THE FOUNDATION (LOWEST LEVEL) UP TO 6-INCHES ABOVE THE SLAB OR FINAL GRADE - WHICHEVER IS GREATER. STRUCTURAL PLYWOOD / CDX 5/8" MIN. THICKNESS & DENSGLASS (REF. ARCH.) -ZONES 1, 2, AND 4 (REF. S1) #10 BUGLEHEAD SCREWS @ 4" O.C. EDGES AND 6" FIELD -ZONES 3, AND 5 (REF. S1) #10 BUGLEHEAD SCREWS @ 4" O.C. EDGES AND 4" FIELD Sheathing Fastener Requirementsl LIGHT GAUGE FRAMING. TRUSSES & SYSTEMS A. ALL LIGHT GAUGE STEEL FRAMING SHALL CONFORM TO THE "SPECIFICATIONS FOR THE DESIGN OF COLD -FORMED STRUCTURAL STEEL MEMBERS," AISI." B. ALL STUDS SHALL BE EQUAL TO A MINIMUM OF 6-INCH 54 MIL THICK, U.O.N. C. ALL STUDS SHALL BE "C" SHAPE, U.O.N. D. MATERIALS, U.O.N.: 54,68 AND 97 MIL STUDS 50 KSI 27, 33, AND 43 MIL STUDS 33 KSI RUNNERS AND ACCESSORIES 33 KSI E. RIGID CLIP ANGLES SHALL BE COLD FORMED TO SHAPE FROM SHEET STEEL IN COMPLIANCE WITH THE REQUIREMENTS OF ASTM A653/ A653M WITH STRUCTURAL STEEL (SS) GRADE 50 CLASS 1 FOR MEMBERS WITH A DESIGN THICKNESS OF 0.0566 (16G) OR GREATER. F. ALL PARTS AND ACCESSORIES SHALL BE FORMED FROM STEEL HAVING A G-60 GALVANIZED COATING MEETING THE REQUIREMENTS OF ASTM A525 / ASTM A653. G. ALL FRAMING SCREWS SHALL BE A MINIMUM OF #10-16 DIAMETER EXCEPT WHERE LARGER SCREWS ARE NOTED AND SHALL BE SELF -DRILLING TAPPING SCREWS CONFORMING TO SAE J78. A MINIMUM OF THREE EXPOSED THREADS SHALL EXTEND THROUGH THE STEEL BEYOND ALL FRAMING COMPONENTS CONNECTED. SCREWS SHALL PENETRATE THE INDIVIDUAL FRAMING COMPONENTS OR CONNECTION MATERIAL WITHOUT CAUSING PERMANENT SEPARATION BETWEEN COMPONENTS. SCREWS SHALL BE INSTALLED SUCH THAT NEITHER THREADS NOR HOLES ARE STRIPPED. ALL FRAMING SCREWS SHALL BE GRABBER HEX HEAD SELF DRILLING TAPING SCREWS OR ITW BUILDEX TEKS SELF DRILLING TAPING SCREWS. HILTI KWIK-PRO SELF DRILLING SCREWS ARE ALSO ACCEPTABLE. SCREW DRILLING POINT ACCORDING TO MANUFACTURER SPECIFICATIONS, UNLESS NOTED OTHERWISE ON DRAWINGS. ALL SCREWS SHALL HAVE A CORROSION RESISTANT COATING ACCORDING TO THE PROJECT SPECIFICATION. H. WELDING OF LIGHT -GAUGE STEEL MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF AWS D1.3: STRUCTURAL WELDING CODE - SHEET STEEL. WELDERS AND WELDING PROCEDURES SHALL BE QUALIFIED AS SPECIFIED IN AWS D1.3. ALL WELDS SHALL BE TOUCHED -UP USING A ZINC -ENRICHED PAINT. WELDING ELECTRODES SHALL BE E60XX U.N.O. DO NOT BURN THROUGH MEMBERS. MEMBERS WITH DAMAGE RELATED TO WELDING SHALL BE REPLACED AND NOT RE -USED, UNLESS OTHERWISE APPROVED IN WRITING BY BOWEN ENGINEERING CORPORATION. I. ALL STUDS SHEATHED TO BOTH SIDES SHALL HAVE LATERAL BRACING AT 4'-0" ON CENTER (VERT.) MAXIMUM. REFER TO 7/S10. ALL STUDS SHEATHED ONLY ON ONE SIDE OR LESS SHALL HAVE FULL DEPTH BLOCKING AT 4'-0" ON CENTER. J. SPLICING OF STUDS, TRACKS AND OTHERS STRUCTURAL MEMBERS SHALL NOT BE PERFORMED WITHOUT AN APPROVED SPLICE DESIGN AND DETAIL. K. COPING, CUTTING OR NOTCHING OF FLANGES AND EDGE STIFFENERS IS NOT PERMITTED FOR STRUCTURAL MEMBERS WITHOUT AN APPROVED DESIGN AND DETAIL. L. TRUSS DELIVERY, HANDLING, BRACING AND INSTALLATION BY AISI S214-07. M. TRUSS SYSTEM TOP CHORD DEAD LOAD: 15 PSF BOTTOM CHORD DEAD LOAD: 5 PSF N. LIGHT GAUGE FRAMING SYSTEMS INCLUDING TR USS SYSTEMS SHALL INCLUDE ALL NECESSARY PARTS AND ACCESORIES, TEMPORARY AND PERMANENT, AS REQUIRED TO FORM A COMPLETE SYSTEM, INCLUDING ANCHORAGES TO SUPPORT STRUCTURE. STRUCTURAL INSPECTION A. THE CONTRACTOR OR OWNER SHALL EMPLOY A QUALIFIED INDEPENDENT INSPECTION AGENCY. THIS AGENCY (REFERRED TO AS INSPECTOR HEREIN) SHALL BE RESPONSIBLE FOR VERIFYING THAT PROJECT STRUCTURAL WORK IS ACCOMPLISHED IN CONFORMANCE WITH THE CONTACT DOCUMENTS. B. DURATION AND FREQUENCY OF JOB VISITS SHALL BE SUFFICIENT FOR THE INSPECTOR TO STATE AT THE COMPLETION OF THE PROJECT THAT THE STRUCTURAL WORK IS ACCOMPLISHED, AND ITS RELATED ELEMENTS HAVE BEEN ERECTED IN ACCORDANCE WITH THE CONTACT DOCUMENTS. SPECIFIC SYSTEMS TO BE INSPECTED INCLUDE: FOUNDATION CONCRETE (GENERAL, SLAB ON GRADE) STRUCTURAL STEEL (INCLUDING JOISTS & JOIST GIRDERS) METAL DECK LIGHT GAUGE FRAMING (INCLUDING TRUSS SYSTEMS) C. THE FOREGOING LIST IS NOT INTENDED TO BE ALL INCLUSIVE. THE INSPECTOR SHALL USE HIS PROFESSIONAL JUDGEMENT AND HIS KNOWLEDGE OF THE JOB SITE CONDITIONS AND THE OFFICIAL CONTRACT DOCUMENTS. THE INSPECTOR WILL NOT REPLACE THE QUALITY CONTROL PERSONNEL OF THE CONTRACTOR. D. THE INSPECTOR DOES NOT RELIEVE THE CONTRACTORS CONTRACTUAL OR STATUTORY OBLIGATIONS. THE CONTRACTOR HAS THE SOLE RESPONSIBILITY FOR ANY DEVIATIONS FROM THE OFFICAL CONTRACT DOCUMENTS. THE INSPECTOR WILL NOT REPLACE THE QUALITY CONTROL PERSONNEL OF THE CONTRACTOR. E. ALL INSPECTION REPORTS SHALL BE FORWARD BY THE INSPECTOR TO THE ENGINEER AND ARCHITECT OF RECORD. M NO cM O 04 04 O cz O O as O �O O O� MO M a TOWER (140 MPH) ALLOWABLE (ASD) WIND PRESSURES (ASCE 7-10) FOR COMPONENTS AND CLADDING EFFECTIVE ZONE 1 ZONE 2 ZONE 3 ZONE 4 ZONE 5 AREA (SOFT) POS. (PSF) NEG. (PSF) POS. (PSF) NEG. (PSF) POS. (PSF) NEG. (PSF) POS. (PSF) NEG. (PSF) POS. (PSF) NEG. (PSF) 10 17.1 -27.2 17.1 -47.4 17.1 -70.0 29.7 -32.3 29.7 -39.8 20 15.6 -26.4 15.6 -43.5 15.6 -65.5 28.4 -31.0 23.4 -37.1 50 13.7 -25.5 13.7 -38.6 13.7 -59.5 26.6 -29.2 21.6 -33.6 A > 100 12.1 -24.7 12.1 -34.8 12.1 -54.9 25.3 -27.8 25.3 -30.9 NOTES: 1. ROOF OVERHANG PRESSURES: a. ZONE 2 OR +16 PSF AND -77.1 PSF b. ZONE 3 OR +16 PSF AND -100.0 PSF 2. "A" DENOTES EDGE STRIP = 3'- 0". 3. POSITIVE & NEGATIVE SIGNS SIGNIFY PRESSURES ACTING TOWARDS AND AWAY FROM THE BUILDING SURFACES, RESPECTIVELY (FULL HEIGHT, U.N.O.). 4. WIND PRESSURES INDICATED ABOVE ARE ALLOWABLE STRESS DESIGN WIND PRESSURES. DIVIDE THE PRESSURES BY A FACTOR OF 0.6 TO OBTAIN STRENGTH DESIGN WIND PRESSURES. LIST OF STRUCTURAL ABBREVIATIONS AB ANCHOR BOLTS MATL MATERIAL ADDL ADDITIONAL MAX MAXIMUM ALT ALTERNATE MB MASONRY BEAM ANCH ANCHOR MC MOMENT CONNECTION APPROX APPROXIMATE MCU MASONRY COLUMN UNIT ARCH ARCHITECT/ARCHITECTURAL MCJ MASONRY CONTROL JOINT BB BOND BEAM MECH MECHANICAL BLDG BUILDING MEZZ MEZZANINE BM BEAM MFR MANUFACTURE/ BO BOTTOM OF MANUFACTURERS BOT/BTM BOTTOM MIN MINIMUM BP BASE PLATE/BEARING PLATE MISC MISCELLANEOUS BRG BEARING MTL METAL BTW BETWEEN NIC NOT IN CONTRACT CANT CANTILEVER NOM NOMINAL CB CONCRETE BEAM NTS NOT TO SCALE CC CONCRETE COLUMN OC C ON ENTER CIP CAST IN PLACE OPNG OPENING CJ CONSTRUCTION JOINT OPP OPPOSITE CL CENTERLINE PB PARAPET BEAM (MASONRY) CLR CLEAR/CLEARANCE PCC PRECAST CONCRETE COL COLUMN PL PLATE CONC CONCRETE PLF POUNDS PER LINEAR FOOT CONNX CONNECTION PLY PLYWOOD CONSTR CONSTRUCTION PRE-ENG PRE-ENGINEERED CONT CONTINUOUS PEMB PRE-ENGINEERED METAL CORR CORRUGATED BUILDING CMU CONCRETE MASONRY UNIT PRE-FAB PRE -FABRICATED DET DETAIL PRELIM PRELIMINARY DIA/DIAM DIAMETER PROJ PROJECTION DIM DIMENSION PSF POUNDS PER SQUARE FOOT DIST DISTANCE PSI POUNDS PER SQUARE INCH DN DOWN PT PRESSURE TREATED DR DRAIN PT POST TENSION(ING) (ED) DWG DRAWING PW PANEL WIDTH DWL DOWEL RAID RADIUS EA EACH RB ROOF BEAM (MASONRY) EE EACH END RCP REINFORCED CONCRETE PIPE EF EACH FACE RD ROOF DRAIN EJ EXPANSION JOINT REF REFERENCE EL/ELEV ELEVATION REINF REINFORCING ELECT ELECTRICAL REQ'D REQUIRED EMB EMBEDMENT REV REVISION ENGR ENGINEER RTU ROOF TOP UNIT EQ EQUAL RW RETAINING WALL EQUIP EQUIPMENT SECT SECTION EQUIV EQUIVALENT SCH/SCHED SCHEDULE ES EACH SIDE SIM SIMILAR EXIST EXISTING SP/SPC SPACE(S) EXP EXPANSION SPECS SPECIFICATIONS EXT EXTERIOR SQ SQUARE EW EACH WAY SS STAINLESS STEEL FAB FABRICATE STD STANDARD FD FLOOR DRAIN ST/STL STEEL FDN FOUNDATION STRUC STRUCTURAL FF FINISHED FLOOR SYM SYMMETRICAL FIN FINISH(ED) T & B TOP AND BOTTOM FL/FLR FLOOR T & G TONGUE AND GROOVE FTG FOOTING TE THICKENED EDGE GA GAGE/GUAGE THK THICK GALV/GV GALVANIZED THIRD THREAD(ED) GC GENERAL CONTRACTOR TB TIE BEAM HAS HEADED ANCHOR STUD TOC TOP OF CONCRETE HB HIGH BEAM (MASONRY) TOM TOP OF MASONRY HORIZ HORIZONTAL TOS TOP OF STEEL HSB HIGH STRENGTH BOLTS TYP TYPICAL HSS HOLLOW STEELSECTION S T S TUBE STEEL HT HEIGHT UNO UNLESS NOTED OTHERWISE INT INTERIOR LION UNLESS OTHERWISE NOTED JST JOIST VERT VERTICAL JT JOINT VIF VERIFY IN FIELD K KIPS W WIDE FLANGED KO KNOCK OUT WB WALL BEAM (TILT) KSF KIPS PER SQUARE FOOT WC WALL COLUMN (TILT) KSI KIPS PER SQUARE INCH W/ WITH L ANGLE W/O WITHOUT LB LOW BEAM (MASONRY) WD WOOD LBS POUNDS WGT WEIGHT LID DEVELOPMENT LENGTH WH WEEPHOLE LDH LONG DIMENSION HORIZONTAL WP WORKING POINT LDV LONG DIMENSION VERTICAL WT STEEL TEE SECTION LGTH LENGTH WWF WELDED WIRE FABRIC LLBB LONG LEG BACK TO BACK @ AT LLH LONG LEG HORIZONTAL & AND LLV LONG LEG VERTICAL ® 0 co O ® O O O 0 O a WALL PRESSURES BUILDING ROOF PRESSURES (140 MPH) ALLOWABLE (ASD) WIND PRESSURES FOR COMPONENTS & CLADDING (ASCE 7-10) EFFECTIVE AREA ZONE 1 ZONE 2 ZONE 3 ZONE 4 ZONE 4 PARAPET ZONE 5 ZONE 5 PARAPET (SO F) PRESSURE SUCTION PRESSURE SUCTION PRESSURE SUCTION PRESSURE SUCTION CASE A CASE B PRESSURE SUCTION CASE A CASE B 10 10.8 PSF -26.6 PSF 24.3 PSF -44.6 PSF 24.3 PSF -44.6 PSF 24.3 PSF -26.4 PSF 73.0 PSF 53.7 PSF 24.3 PSF -32.5 PSF 73.0 PSF 60.1 PSF 20 10.2 PSF -26.0 PSF 23.3 PSF -39.9 PSF 23.3 PSF -39.9 PSF 23.3 PSF -25.3 PSF 23.3 PSF -30.1 PSF 50 9.6 PSF -25.1 PSF 21.9 PSF -33.6 PSF 21.9 PSF 1 -33.6 PSF 21.9 PSF -23.9 PSF 21.9 PSF -27.5 PSF A -100 9.6 PSF -24.3 PSF 20.8 PSF -28.8 PSF 20.8 PSF T -28.8 PSF 20.8 PSF -22.8 PSF 20.8 PSF -25_3 PSF l_ NOTES: 1. PARAPET WIND PRESSURES: CASE A = PRESSURES TOWARD THE BUILDING. CASE B = PRESSURES AWAY FROM THE BUILDING. 2. R DENOTES PARAPET PRESSURE VALUES. 3. 'a' DENOTES EDGE STRIP = 6'4' 4. POSITIVE & NEGATIVE SIGNS SIGNIFY PRESSURES ACTING TOWARDS AND AWAY FROM THE BUILDING SURFACES, RESPECTIVELY (FULL HEIGHT, UNLESS NOTED). 5. WIND PRESSURES INDICATED ABOVE ARE ALLOWABLE STRESS DESIGN WIND PRESSURES. DIVIDE THE PRESSURES BY A FACTOR OF 0.6 TO OBTAIN STRENGTH DESIGN WIND PRESSURES �k co Y m 11 Q Lu Z Q 0 J J Un m Z w a � cn Lu 0- Q z w 3:3: v 3�: O N Q �1 L�J N Lo 00 N L.LJ U) T 0 T N >U-) co J m co 0o z LL :5J Q W Lu 3: 06 ff m a Q T >_ M Lu N a U) Lu 0 Z 0 z Q Q LJJ CU Z 0 Lu ~ Lu Lu QLu w ,i1�11�feffl�j,�,;ff'' 1.` C y N 56698 rf� F110"��`''''''.}}>, O �kkffA el �161111 lZitt 03/03/2017 �C) N 0 c�M O d M o o w rl 0 z C5 Z o �n oo UC)Z M Lu uj p he cc: r w ch ¢ 0 0 s — — CENTERLINE — — — CENTERLINE CENTERLINE TYP. 0 C, OF JOIST OF JOIST OF JOIST BOTH LEG A LOAD F.x � ,.».: SIDES 3/16 3" OR +. } f .EATER ---,,CONTRACTOR TO PROVIDE% tr LEG A LEG A AND INSTALL FIELD STRUT ' L2X2X3/16 EACH SIDE OF p*� '-- - W ' �. TYP. JOIST AT ALL LOCATIONS Irl `��^,, ` W W 3/16 WHERE CONCENTRATED N LEG B LOAD DOES NOT OCCUR WITHIN 3" OF A PANEL POINT. 1" MAX. COPE ANGLE TO FIT; INSTALL ANGLE WITH ONE END g z z `, PROVIDE 1/2" RADIUS AT LOCATION OF LOAD AND < < \ SECTION A -A OTHER END AT A PANEL POINT a o ON THE OPPOSITE CHORD, w co cow co`` m Lu w co coui TYP. Q3 S4,z C7 (D 0C� , < _ 0 0 < < < ` \ 2 \ \ cr 2 TYP. LEG A 0 o OPEN 00 U - - o `' .. OPEN 0 O BOTH 3/16 SIDES LEG A \ 3 w i \ ` TYP. EA. X/167 \.END TYP. 3/16 ANGLE OPEN 00 0 LEG B LEG A LEG A LEG A 1" MAX. HEADER PROVIDE JOIST REINF. IN ACCORDANCE WITH < < m THIS DETAIL FOR ALL CONCENTRATED LOADS {t N. z o z z o z - z SECTION B-B IN EXCESS OF 100 POUNDS THAT ARE NOT 0 - - 2 CENTERLINE 0 - - - - - - - - � - g CENTERLINE O CENTERLINE SHOWN ON THE STRUCTURAL FRAMING PLAN. MI U:P— OF JOIST OF JOIST OF JOIST CONCENTRATED LOAD MISC. OPENING (<150 LB) RTU OPENING RTU OPENING RTU BASE RAIL, SUPPLIED WITH �.-------------� RTU GC TO PROVIDE PRE-ENGINEERED RTU TIE -DOWNS OR EQUIVALENT ENGINEERED TIE -DOWN MISC. MECHANICAL EQUIPMENT ROOF TOP UNIT (RTU) SOLUTION THAT MEETS OR EXCEEDS THE MECHINICAL EQUIPMENT SCHEDULE REQUIRED PROJECT WIND DESIGN CRITERIA FOR TOTAL WEIGHT MAX. "W" HEADER LEG A LEG B THE SPECIFIC RTU MAKES AND MODELS ell, EMPLOYED. FORCES ACTING ON RTU'S SHALL BE UP TO 150 LBS T-0" N/A, REF: SECTION A -A L3X3X3/16 L3X3X3/16 CALCULATED IN ACCORDANCE WITH FBC / ACSE 7 BY SPECIALTY ENGINEER. SIZE, QUANTITY AND 500 LBS 6'-0" N/A, REF: SECTION A -A L3X3X1/4 L3X3X1/4 PLACEMENT OF TIE -DOWNS SHALL BE ASREQUIRED LBS 7'-0" L4X4X1/4X0'-6" L3 1/2X3 1/2X1/4 L3 1/2X3 1/2X1/4 SECURE RTU CURB DIRECTLY � � -- I ITO SECURE RTU CURB DIRECTLY �� BY THE TIE -DOWN SUPPLIER FOR EACH1000 STRUCTURAL FRAMING I �TO I i� IRTU. STRUCTURAL FRAMING I ' GC TO SUBMIT SIGNED & SEALED TIE -DOWN 1500 LBS 8'-0" L5X5X3/8X0'-6" L4X4X1/4 L4X4X1/4 USING 5/8" DIAMETER PUDDLE OO OO 1 i I IENGINEERING USING 5/8" DIAMETER PUDDLE OO OO 1 x I AND DETAILS FOR REVIEW AND APPROVAL. 2000 LBS 9'-0" L5X5X3/8X0'-6" L5X3X1/4 LDV L5X3X1/4 LDV WELDS @ 12" O.C. AND AT I �� I I ATTACHMENT TO CURB BY WELDS @ 12" O.C. AND AT CORNERS i 1 i i EQUIPMENT SUPPLIER CORNERS I NOTES: 1 I I 1 1. INSTALL STRUCTURAL CURBS, HEADERS, AND FRAMES AND WELD TO SUPPORT STEEL PRE-ENGINEERED CURB PRE-ENGINEERED CURB WITH P.T. WOOD BEFORE DECK IS PLACED. DO NOT INSTALL STRUCTURAL CURBS ON TOP OF DECK. NAILER BY RTU SUPPLIER, REF. RTU TIE -DOWN 2. ADJUST LOCATION OF RTU SO CURB FALLS WITHIN 3 INCHES OF JOIST PANEL POINTS, SUPPLIER INSTALLATION REQUIREMENTS WHERE POSSIBLE. #10 TEK SCREWS MAY BE �� #10 TEK SCREWS MAY BE �\ 3. GENERAL CONTRACTOR SHALL COORDINATE EQUIPMENT DIMENSIONS AND FRAMING SUBSTITUTED FOR PUDDLE _ - - - - - - - - - - - SUBSTITUTED FOR PUDDLE - - - - - - - - - - - - - LOCATIONS WITH THE STEEL FABRICATOR, MECHANICAL AND ERECTION SUBCONTRACTORS. W O WELDS. ROOFING MATERIALS, REF. ARCH WELDS. ROOFING MATERIALS, REF. ARCH 4. TOTAL WEIGHT = EQUIPMENT WEIGHT + WEIGHT OF EQUIPMENT CURB. Y m T 5. ALL EQUIPMENT ON PRE-ENGINEERED CURBS. � Q STRUCTURAL SUPPORT FRAMING FOR RTU � Z STRUCTURAL SUPPORT FRAMING 0 j MECHANICAL UNIT DETAIL, MISC. < 150 LBS FOR MISC. MECHANICAL UNIT MECHANICAL UNIT DETAIL, RTU J W Q Z 1 GENERAL ROOF EQUIPMENT INFORMATION L Q c Lu w O Q v N DECK TYPES 1.5 (B,F,A,VL) MINIMUM DECK PROPERTIES 7 1.5 B PROVIDE X-BRACING ON PROVIDE X-BRACING AT ALL I I BOTH SIDES OF W BEAMS, EITHER DIRECTLY ADJACENT HORIZONTAL BRIDGING NOMINAL DEPTH: 1 1/2" L 3 - 0 L TYP. ALL HORIZONTAL INCLUDING UPLIFT BRIDGING F TO W BEAMS OR NEXT BAY TYPE B (WIDE RIB) METAL DECK BRIDGING LINES EXCEPT AT OUTSIDE (END) W BEAMS FROM W BEAMS AS SHOWN Fy: 33 ksi. UPLIFT BRIDGING WHERE OCCURS 22 GAUGE: I=0.169 IN4/FT. SP=0.186 IN3 /FT. SN=0.192 IN3 /FT ________..�__________________�.__________..____r.________.______.$_______________�____________..� 36/7 20 GAUGE: 1=0.212 IN4/FT. SP=0.234 IN3 /FT. SN=0.247 IN3 /FT PATTERN 18 GAUGE: 1=0.292 IN4/FT. SP=0.318 IN3 /FT. SN=0.327 IN3 /FT 0 m----------------®----------------------- ®........... ®-----------® 36/5 NOTES: N PATTERN a 1. HILTI FASTENING SYSTEM MAY BE SUBSTITUTED AS ALTERNATE. EQUIVALENT UPLIFT &SHEAR p..................................... ............. ................... ............... ? ... .......4 36/4 CAPACITIES REQ'D. DOCUMENTATION TO BE PATTERN PROVIDED BY GC FOR REVIEW AND APPROVAL PRIOR TO USE. s------------------,---------------- : a - - 36/3 PATTERN O 3 PUDDLE DECK PATTERN 3 N E N Mu, W CV B Lo Z o CONT. DECK CLOSURE ANGLE; O a W REF. PLANS FOR STRUCTURAL STEEL SUPPORT 0 7 5/8" PUDDLE WELDS AT 5/8" PUDDLE WELDS L COLLECTOR ELEMENTS AT EDGES AT o WHERE INDICATED IN PLAN SUPPORTED JOISTS / BEAMS / ETC. �- JST. / BM. DIRECTION -�- r T Q I PROVIDE X-BRACING EACH z 0 U.O.N. a 5/8" PUDDLE SIDE AT POINT LOAD PROVIDE X-BRACING EACH 3/16 2 MIN. WELDS AT EDGES LOCATIONS AND ALL SIDE AT ALL HORIZONTAL 2 T a C HORIZONTAL BRIDGING BRIDGING INCLUDING UPLIFT 0 N O � SIDELAP INCLUDING UPLIFT BRIDGING BRIDGING WHERE z LL J S CONNECTION, #10 WHERE CONCENTRATED POINT DISCONTINUOUS N M w TEK SCREWS LOAD GREATER THAN 500 LBS 3 J m CO`� i I uj OCCUR QQ Lo of U) fJ O 0 E 7 LL 0 c 00 LL Q CONT. DECK CLOSURE ANGLE; Z O W J REF. PLANS FOR STRUCTURAL _j STEEL SUPPORT w o d 5/8" PUDDLE w 025 W WELDS z '~ W oI>< I -0 z C'7 W w BEAM DIRECTION INTO PAGE i': ,�' U �:: U ZD `.... a m... o a ..... N Lu W eLu U.O.N. 3/16 212 DECK EDGE E GIRDER OR W BEAM ,`�i��'ttlllff•. CLOSURE ANGLE CONNECTIONS DECK DETAIL Of a 2 GENERAL MTL. DECK & CLOSURE ANGLE INFORMATION 3 GENERAL BRIDGING AND BRACING INFORMATION S1.1 1 =1-0 S1.1 314 -1-0 d 03/03/2017 z 0 1/8 FILL 3/16 PJP FILL PJP 1 /4 z o MIN. MIN. L4X4X3/8" X 0'-6" o s3 d cM 112" GAP--,,, � u a y i = 0 y !�cn II 3/16 3/16 3/16 3/16 3/16 - - 1" RETURN SECTION SECTION SECTION SECTION SECTION @ HEELS w E a L8X4X3/8" X 0'-8" (LDV) c z SECTION o � i 0. z m1-0 H- rn CD Lu o z w 0 fU ch Y cr i - w M RE m W m o D: `" a o� x EL PLAN PLAN PLAN PLAN 3/16 SECTION PLAN S1.1 4 TYPICAL HSS TO HSS WELDS 5 HSS20X8 TO HSS WELD S1.1 3/4" =1'-0" 13 12 11 10 l y 1 8 7 6 (5) 1 4) n n n 8" CMU WALLS AT TRASH CON (2) #5 VERT, (EDGE SPACI FILLED CELL @ 24" O.C. PRO REINF. FILLED CELL EACI INTERSECTION AND W) PROVIDE SINGLE COURSE BON (2) #5 CONT. AT TOP 01 MASONRY = 8'-8" A.F.F. MAX. I GROUT ALL CELLS BELOW GF cV 80 8o ti 9 1 FOUNDATION PLAN 1SE LEDGE, TYP. :OR MORE INFO. PIPE, REF. I II II II II ARCH/PLANS STRUCTURAL - CONCRETE PIER SCHEDULE MARK SIZE VERT. REINF. TIES NOTES P1 20" x 20" (4) #6 HAIRPINS #3 @ 12" O.C. REF. S3 FOR BP INFO., TOP OF PIER AT -1'-4"; REF. TO S3 FOR BAR LAYOUT P2 36" x 36" REF. 18/S3 #4 @ 12" O.C. REF. S3 FOR BP INFO., TOP OF PIER AT -1'-4'; REF. TO S3 FOR BAR LAYOUT STRUCTURAL - STEEL COLUMN SCHEDULE MARK TYPE COLUMN BASE PLATE NOTES COL "A" HSS6X6X5/16 A REF. S3-1 FOR BP INFO. COL "B" HSS8X6X1/4 B REF. S3-1 FOR BP INFO. COL "C" HSS8X6X1/4 C REF. S3-1 FOR BP INFO. COL "D" HSS8X6X3/8 B REF. S3-1 FOR BP INFO. COL "E" HSS8X6X3/8 C REF. S3-1 FOR BP INFO. COL "F" HSS8X8X1/4 C REF. S3-1 FOR BP INFO. COL "G" HSS8X8X3/8 B REF. S3-1 FOR BP INFO. COL "H" HSS8X8X1/4 B REF. S3-1 FOR BP INFO. COL "K" HSS6X6X1/4 STRUCTURAL - COLUMN BASE PLATE SCHEDULE PL. MARK LENGTH WIDTH THICKNESS MATERIAL ANCHOR BOLTS A V-0" 1'-0" 3/4" A36 STL. (4) 3/4" THREADED HEADED STUDS [ASTM F1554 GR. 55 (S1)] B V-2" 1'-2" 3/4" A36 STL. (4) 3/4" THREADED HEADED STUDS [ASTM F1554 GR. 55 (S1)} - - C 1'-8" 1'-4" 1 1/4" A36 STL. (6)1 3/8" THREADED HEADED STUDS [ASTM F1554 GR. 55 (S1)) STRUCTURAL - FOUNDATION SCHEDULE MARK LENGTH WIDTH FOUNDATION THICKNESS TOP REINF. BOTTOM REINF. F2 2'- 0" 2'- 0" 1' - 0" #6 @ 12" O.C. E.W. #6 @ 12" O.C. E.W. F4 4' - 0" 4'- 0" l' - 4" #6 @ 12" O.C. E.W. #6 @ 12" O.C. E.W. F5 5' - 0" 5' - 0" 1' - 4" #6 @ 12" O.C. E.W. #6 @ 12" O.C. E.W. F5X13 5' - 0" 13' - 0" 1' - 4" #6 @ 12" O.C. E.W. #6 @ 12" O.C. E.W. F6 6' - 0" 6'- 0" 1' - 4" #6 @ 12" O.C. E.W. #6 @ 12" O.C. E.W. F6.5X22 6' - 6" 22' - 0" 1' - 6" #7 @ 9" O.C. LONG & #7 @ 12" O.C. SHORT #7 @ 9" O.C. LONG & #7 @ 12" O.C. SHORT F6.5X25 6'- 6" 25' - 0" 1' - 8" #7 @ 9" O.C. LONG & #7 @ 12" O.C. SHORT #7 @ 9" O.C. LONG & #7 @ 12" O.C. SHORT F6X26 6'- 0" 26' - 0" 1' - 6" #7 @ 9" O.C. LONG & #7 @ 12" O.C. SHORT #7 @ 9" O.C. LONG & #7 @ 12" O.C. SHORT F7 7' - 0" T - 0" 1' - 4" #6 @ 12" O.C. E.W. #6 @ 12" O.C. E.W. F8 8' - 0" 1 8' - 0" 1 1' - 4" 1 #6 @ 12" O.C. E.W. #6 @ 12" O.C. E.W. STRUCTURAL - WALL FOUNDATION SCHEDULE MARK WIDTH FOUNDATION THICKNESS TOP REINF. BOTTOM REINF. WF3 3' - 0" 1' - 0" N/A (4) #5 CONT. #5 @ 16" TRANS. GENERAL NOTES: 1. INTERIOR FOOTINGS HEREIN ARE RELATIVE TO FINISHED FLOOR ELEVATION OF 0'-0". THE TOP OF ALL INTERIOR FOOTINGS SHALL BE THUS:-1'-4", TYP. U.O.N. 2. EXTERIOR FOOTINGS HEREIN ARE RELATIVE TO FINISHED FLOOR ELEVATION OF Y-0". THE TOP OF ALL EXTERIOR FOOTINGS SHALL BE THUS:-1'-4", TYP. U.O.N. 3. REFERENCE ARCHITECTURAL DRAWINGS FOR LOCATIONS AND CONSTRUCTION OF NON -LOAD BEARING MTL, STUD WALLS, FIXTURES, AND OTHER ITEMS NOT PRESENTED HEREIN. 4. CONCRETE CURING COMPOUNDS AND SEALERS ARE NOT PERMITTED FOR THE BUILDING SLAB. 5. 4" CONCRETE SLAB W/ 4000 PSI CONC. W/ 6X6XW2.1 XW2.1 W.W.F. OVER 15 MIL. MIN. VAPOR RETARDER ON TERMITE TREATED COMPACTED SOIL IN ACCORDANCE W/ GEOTECHNICAL REQUIREMENTS, TYP. U.O.N. 6. 6" CONC. SLAB W/ 4000 PSI CONC. W/ 6X6XW2.1 XW2.1 W.W.F. OVER 15 MIL. MIN. VAPOR RETARDER ON TERMITE TREATED COMPACTED SOIL IN ACCORDANCE W/ GEOTECHNICAL REQUIREMENTS, TYP. U.O.N. 7. REF. ARCH./PLUMBING DRAWINGS FOR DRAIN SLOPES, ELEVATIONS AND SLAB RECESSES. OPENING/RE-ENTRANT CORNER, TYP. PROVIDE (2) #4 X 4'-0" LONG BARS @ MID -HEIGHT OF SLAB. 8. ENCASE ALL BASE PLATES WITH 3000 PSI CONCRETE OR GROUT, MIN. 3" THICK ALL AROUND AND ON TOP OF W/ 3" CLR. TO TOP OF BOLTS. 9. PLACEMENT OF CONCRETE SLAB ON GRADE TO MEET THE FOLLOWING CRITERA: LEVEL WITHIN 1 %, FLAT WITHIN +- 1/a" AS MEASURED IN 10'-0". 10. SEE TYPICAL CONTROL JOINT DETAIL ON DRAWING S3. ALL JOINTS MUST BE STRAIGHT TO WITHIN + '/a" PER 50'-0" AND PARALLEL TO THE BUILDING WALLS AND PARALLEUPERPENDICULAR TO EACH OTHER, UNLESS INDICATED OTHERWISE. 11. 6" CONCRETE SLAB W/ 4000 PSI CONC. W/ #4 BARS @12" O.C, E.W. CENTERED IN SLAB OVER 15 MIL. MIN. VAPOR BARRIER ON TERMITE TREATED COMPACTED SOIL IN ACCORDANCE W/ GEOTECHNICAL REQUIREMENTS AT TRASH COMPOUND SLAB U 2 a E Z E 2 b3 ti 4n co W "e-m O FL Qz W �o Q � J J Cn Q Z < m II.— z Lu w z�Q zQ w�oQ 0 N O N 00 N Lo w O H U) T C) ti T N >Lo J M m cy' Lo m LJL QQ L.L z J Q W °6 w z M w W Z:) N o a z O Q 0 z w 0 O w LL w N 6q8 1py ail. !1 lllf;i#3O" 03/03/2017 m � o N M 0 d M d n y c c 0 IQ� •c ®s I I w a 6 z —LL z in V Lu C)coZ �'-: o CD W o m W U U RI NOTI REF: PLANS (4) BOLT BASE PLATE 3 1/2" DIA. X 1/2" PL WASHER & NUT w W J ui co T.O. FOOTING OR PEDESTAL HEADED ANCHOR = STUDS MAY BE QSUBSTITUTED U.O.N. O U) DIA. SEE z z SCHED. g TACK HEAD OR U- 1 /8" DAMAGE THREADS ANCHOR PROJECTION BOLT DIA. 3/4" 5" 1 3/8" 6" ANCHOR BOLT DIAGRAM L EQ EQ 3" ' I ' co I I I I a - --Q-------�- -----Q-- - III lII I I I I I I I 1 I O I I I I 1 w - --Q-- 1 III - ------- I I -�-- I ANCHOR PLATE BOLT DIA. WASHER 3/4" 2" DIA. X 1/4" THICK 1 3/8" 3" DIA. X 1/2" THICK - A.B. CENTERED ON BASE PLATE AS SHOWN WHERE (6) BOLT PATTERN IS REQUIRED, REF. SCHEDULE 1/2" GUSSET PLATE THRU COL. HSS COL., REF: PLANS REF. NOTE 2 (4 iX-7-7 )/(6) BOLT BASE PLATE AT BRACEE COL. BASE PLATE T T GROUT MAY BE BEVELED OR FORMED BUT SHALL EXTEND A MIN. OF "T" BEYOND FACE OF BASE PLATE. "T" = 1 1/2" FOR ANCHOR BOLT DIA. UP TO 1" AND 2 1/2" FOR ANCHOR BOLT DIA. UP TO 1 3/8" GROUT PLACEMENT BASE PLATES NOTES: 1. REF. COLUMN SCHEDULE FOR WIDTH "W" LENGTH "L" AND THICKNESS "T" 2. SIZE WELDS PER AISC MIN. FILLET REQUIREMENTS (4 SIDES TYP.) CONT. THir''r-'r^ EDGE & RE REF. PLAN z 0 0 CIRCULAR CONTROL JOINT z O U SECONDARY POUR, SIZE TO CLR. BASE PLATE CONTROL JOINT o o CONTROL JOINT 0 0 NR CONTROL JOINT UIRED z O %,�LUMN, REF. PLANS O ISOLATION JOINT NOTES: - ISOLATION JOINTS AT COLUMNS TO BE CIRCULAR BLOCKOUT. - SECONDARY POUR AT LEAVE OUTS TO BE SIZED TO CLR. BASE PLATE AND BRACE WHERE BRACE OCCURS. 2 GENERAL ISOLATION JOINT INFORMATION S3 3/4" = V-0" RESAW CONSTRUCTION JOINT 1/8" WIDE X T/4 DEEP CUT 1/2" DIA. X 2'-0" LG. SMOOTH DOWELS @ 24" O.C. GREASE ONE END, CENTER ON JOINT Wp 2'-0" 2'-0" CONSTRUCTION JOINT SAWCUT FILL WITH JOINT FILLER AT EXPOSED JOINTS AND FILL WITH SUBFLOOR FILLER UNDER TILE AND CARPET, REF. SPECIFICATIONS 1/8" WIDE X T/4 DEEP SAWCUT JOINT z O U SLAB JOINT NOTES: - REF. PLAN FOR SLAB THICKNESS "T", REINFORCING AND SUBBASE - CONTROL JOINTS TO BE EITHER A SAWCUT OR CONSTRUCTION JOINT. - SAWCUT JOINT SHALL BE 1/8" WIDE X T/4 DEEP CUT MADE WITHIN 24 HRS. OF POUR. WWF SHALL BE CONTINUOUS @ ALL C.J.S. U.O.N. ON PLANS - DIAMOND DOWELS MAY BE USED IN LIEU OF SMOOTH DOWELS AT SPACING INDICATED FOR CONSTRUCTION JOINTS. - DOWELS MUST BE LEVEL AND SQUARE WITH JOINTS. 4 FOUNDATION DETAIL S3 314" =1 �-0" SAWCUT JOINT TYP. "C.J.. 1 GENERAL BASE PLATE AND ANCHOR BOLT INFORMATION 3 GENERAL CONSTRUCTION JOINT INFORMATION (-6-);FOUNDATION DETAIL S3 3l4" = V-0" S- REF. WALL SECTIONS FOR MORE INFO. CONC. SLAB, REF. PLAN CONC. CURB, REF. PLAN #3 CONT. AT PERIMETER #3 DOWELS @ 24" O.C., DRILL AND EPDXY SET 2" INTO SLAB AT PERIMETER THICKENED EDGE, REF. S3-7 NOTES: STL. COL., REF. PLAN STL. COL., REF. PLAN -ANCHOR BOLT EMBEDMENT LENGTH TO STL. COL., REF. PLAN BE FTG. THICKNESS MINUS 4" 1 I 1/2" STL. BRACE, REF. PLAN SECOND POUR NOT SHOWN FOR CLARITY NOTES: 1 I 1 I STL. KNIFE PL.SLOTTED THRU SIDE OF STL. KNIFE PL.SLOTTED -ANCHOR BOLT EMBEDMENT LENGTH TO I I ANY PORTION OF STRUCTURAL COL. PL. THRU COL. BE FTG. THICKNESS MINUS 4" I STL. BELOW FINISHED FLOOR TYP. EA. I I -SECOND POUR NOT SHOWN FOR CLARITY 1 I MUST BE COATED WITH AN SIDE OF 1/2° STL. BRACE, REF. PLAN ANY PORTION OF ASPHALTIC BASED PL 1/4" 7 1 I STRUCTURAL STL. BELOW 1 1 CORROSION RESISTANCE ANY PORTION OF 1/4 FINISHED FLOOR MUST BE COATING UPON INSTALLATION I I STRUCTURAL STL. BELOW COATED WITH AN ASPHALTIC I I 1/4„ FINISHED FLOOR MUST BE 2 SETS OF TIES WITHIN BASED CORROSION 1 k COATED WITH AN ASPHALTIC TOP 6" OF PIER RESISTANCE COATING UPON NON -SHRINK GROUT I BASED CORROSION INSTALLATION � RESISTANCE COATING UPON 16" EMBEDMENT 0-0 NON -SHRINK GROUT INSTALLATION (MIN.) LENGTH AT I I PIERS, TYP. w W REF. PLAN &FTG. SCH. FOR 1 W I I SIZE, DEPTH & REIN. REQ'D IN I I NON -SHRINK GROUT HAIRPINS W/ `\' Q SCHEDULE OR PIER FTG'SOL STANDARD ACI CONC. COL. SIZE AND HOOK, TYP. REINF. - U z Q J z Q N � z U LL W LL W w 3" co � U i� _j 3" U REF. PLANCLEAR W.P., TYP. REF. PLAN &FTG. SCH. FOR co U 3"_-4REF. PLAN POSITION CTR. REINF. TO REF. PLAN &FTG. SCH. FOR REF. PLAN CLR. CLR. SIZE, DEPTH &REIN. REQ'D CLR. ANCHOR BOLT SIZE, DEPTH & REIN. REQ'D g FOUNDATION DETAIL S3 314" = V-0" 8" CONC. SLAB, REF. PLAN MC CHANNEL, REF. PLAN 3 SIDES 3/16" L4X4X1/4"X0'-5" LG. W/ (2) 1/2"X4" LG. SIMPSON TITEN HD SCREW ANCHOR (2" MIN. 13", 3 CLR. TO SLAB EDGE) MIN.I THICKENED EDGE I CURB AS REQ'D 12 FOUNDATION DETAIL S3 3/4" =1'-0" (6)#5 HAIRPINS (7)#5 HAIRPINS HAIRPIN SECTION 6 BAR DIA OR 3" MIN. ALTERNATE HOOK LOCATION TYP. STIRRUP SECTION (SINGLE SET OF TIES) _ 18 PIER #2 SECTION S3 1/2" = V-0" IN FTG S IN FTG'S g FOUNDATION DETAIL (1-0 FOUNDATION DETAIL S3 3/4" =1'-0" 3/4" = V-0" CONC. SLAB, REF. PLAN _ac� ac--"-�— 1� NOTE: COORDINATE LAYOUT W/ ARCH. DRAWINGS 13 FOUNDATION DETAIL S3 3/4" = V-0" CONC. SLAB, REF. PLAN CURB AS REQ'D - NOTE: THICKENED EDGE, COORDINATE LAYOUT W/ REF. S3-7 ARCH. DRAWINGS 14 FOUNDATION DETAIL S3 3/4" = V-0" TIES & FOOTING REINF. NOT SHOWN FOR CLARITY \ > PIER, REF. PLANS FOOTING, REF. PLANS jt SN \a RN ° ` o", \ REF. WALL SECTIONS FOR 5/8" EXPANSION JOINT I MORE INFO. WRAPPING COLUMN CONC. SLAB, REF. PLAN 1 0 1 2" X 3 5/8" STEP FOR \ \ CURB SUPPORT \ \ I I EXPANSION JOINT, REF. STL. COL., REF. PLANS 13 5/8" ARCH. CONC. SLAB, REF. PLAN N 0 : ` I1- I 4" I i . #3 BENT BAR -16" DEVELOPMENT LENGTH N J BOTH TOP AND BOTTOM cn 15 FOUNDATION DETAIL 1 g FOUNDATION DETAIL S3 3/4" =1'4' S3 1 1/2" =1'-0" T.O. WALL = 8'-8" A.F.F. #12 MASONRY SCREW Q SINGLE COURSE BOND BEAM, REF. WALL SECTIONS ANCHOR (1" MIN. EMBED) REF. PLAN FOR REINF. FOR MORE INFO. REF: PLAN FOR REINF. (1) #4 CONT. CONC. SLAB, REF. PLAN PRECAST CAPSTONE, REF. ARCH 1/2 EXP. JOINT GALVINIZED CORREGATED BRICK CONC. SLAB, REF. PLAN VENEER ANCHOR @ 24" O.C. I I 0 13 5/8" -�-x GV J c HAIRPIN PIER REINFORCEMENT, REF. PLANS & SCHEDULE 1 g PIER #2 ISO \�~~' A 20 THICKENED EDGE WITH CURB S3 3/4" = V-0" S3 3/4" = V-0" �a #4 HOOK BARS Q 16" O.C. z _ Q 4" CMU a •�s•. LL 77 w GROUT SOLID ALL CELLS BELOW - 1-6 . GRADE - z DOWELS TO MATCH VERT. REINF., a REF. PLAN a c') jEL - w 1 CT 21 FOUNDATION DETAIL S3 3/4" =1'-0" REF. PLAN FOR SIZE, DEPTH & REIN. REQ'D IN FTG'S 22 FOUNDATION DETAIL S3 3/4" = l'-0" CONC. SLAB, REF. PLAN (2) #4 CONT GROUT SOLID ALL CELLS BELOW GRADE DOWELS TO MATCH VERT. REINF., REF. PLAN REF. PLAN & FTG. SCH. FOR SIZE, DEPTH & REIN. REQ'D IN FTG'S 5 FOUNDATION DETAIL S3 3/4" = V-0" REF. WALL SECTIONS FOR MORE INFO. CONC. SLAB, REF. PLAN (2) #5 CONT. 7 FOUNDATION DETAIL 3/4" = V-0" STL. COL., REF. PLAN ANY PORTION OF 1 STRUCTURAL STL. BELOW FINISHED FLOOR MUST BE COATED WITH AN ASPHALTIC 1/4" LL I 1 BASED CORROSION w 0 1 I 1 RESISTANCE COATING UPON U O U) INSTALLATION Q o a 1 NON -SHRINK GROUT 3 TIES WITHIN TOP rph 6" OF PIER 16" EMBEDMENT REF: FDN. PLAN & SCHEDULE (MIN.) LENGTH AT FOR PIER CONC. COL. SIZE PIERS, TYP. AND REINF. HAIRPINS W/ STANDARD ACI HOOK, TYP. Li w REF. PLAN REF. PLAN &FTG. SCH. FOR SIZE, DEPTH & REIN. REQ'D IN FTG'S 11 FOUNDATION DETAIL S3 3/4" =1'-0" HSS COL., REF. PLAN TYP. 1/8 8X8X3/8 EMBED PLATE WITH (1)1/2" DIA 6" LONG HEADED STUD X-sNC X 1 L_ CONC. SLAB, REF. PLAN REF. PLAN & FTG. SCH. FOR SIZE, DEPTH & REIN. REQ'D IN FTG'S 17 INTERIOR FOUNDATION DETAIL S3 3/4" = V-0" 23 FOUNDATION DETAIL S3 3/4" = V-0" CONC. SLAB, REF. PLAN STD. HOOK (2) #5 CONT. M vJK Ncl._. C) a. u.; CO W O Y � � Q W co z Q J U) Q Z m• Z w c~n 0- w O Q U N O IV Lb co Lo ui O T 0 T N >Lo co o LJL (Lo �V LL Z �_ J Q W 06 Lu cr M CL w Cn W N o a U) Q ui fn z O Q 0 w .= O w LL Lu co LEY } �'��. � •i 56698 _- °!1r 31IiTtN\ 03/03/2017 o � N M 0 d � M o L n co c c o U � a 0 z o z H N 0 (� op ch W z O N O Q D W m � a 0 U G. 7 1 /7,- G' _ 7 1 /9" TIE ROD NOTE C = 1/2" AT CORNER OR PROVIDE SHORTER ROD TO ACCOMMODATE FOR NATURAL DEFLECTION AT CORNER PER MANUFACTURER RECOMMENDATION. THIS CONDITION OCCURS AT GRID LINES 12 & D = REF. S5.1-10 FRAMING PLAN 1/4" = V-0" m _ . -_ __ 0 1 <V bo (LDV) HSS6X4X3/1 HSS6X4X3/16 (LDV) zo (0(0 _ 77 � XX M X X 3 N 00 cn 00 U) � "' c en en e en HSS6X4X3/1 i (LDV) O..........-r 3S6X4X3/1 (LDV) �o 60 S2 a �G � t t 170 C� CM CD W Y O m ^FL T MW I..L z � J J C/) az mz w c~n z j Q z W ` Q v S Q N O N LO 00 LO ZW W Ir O U) T ti T N >L0 J m °'' o-L-LJ Lo 00 u— z �_ J Q WYE 06 z Q M 0- w W � N o a J_ Q W 0 0 z Q z Q J a. 0 Z Q LL w �O w J w tlfSfi� N. r ` �!lfNAL liiliiit'l 03/03(2017 d� MC) 0 N co O d 75 M O 78 t y c 0 .0 m 16- w w cn C � w� w 0 z o Z N l (> oo M Z LL1 Lij�yJ W n T.. -? a 0III m cV co cV bo S6 3 H N G co F PROV BRACING @ i ALONG BEAM: BEAM TO TOP C BOTH SI c1 FRAMING PLAN 54.1 1/4" = V-0" S6 13 12 11 10 9 4 8 7 6 5 4 3 2 1 13 1( 2 &-3" V-0" 91-6" 14'-3" _ _ T-0" 10'-01, 10'-0" 5'-0" 5'-0" 10'-0" 83- 8" 61'-3" 'A' 13 12 11 10 9 k87 6 5 4 3 2 1 MECHANICAL EQUIPMENT SCHEDULE Mark R.O. Length R.O. Width EF-1 1' -1 1/2" 1' -1 1/2" RTU-1 6- 41/8" 3- 17/8" RTU-2 7'- 7 3/4" 4' - 2 5/8" RTU-3 6'- 41/8" 3' -1 7/8" ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTOR WITH EQUIPMENT SUPPLIER PRIOR TO FABRICATION OF STEEL. DIMENSIONS PROVIDED ARE BASED ON COOK GRAVITY VENTS AND LENNOX RTU'S SHOWN ON DRAWING M2 METAL DECK INFORMATION: PATTERN "A" - 1 1/2" DEEP 20-GAUGE (WR) GALVANIZED DECK. - FASTEN USING (7) 5/8" PUDDLE WELDS @ EACH SUPPORT PER 36" WIDTH [36/7], (6) #10 TEK SCREWS @ MIDSPAN OF SIDELAPS, AND 5/8" PUDDLE WELDS @ 6" O.C. ALONG EDGES PATTERN "B" - 1 1/2" DEEP 20-GAUGE (WR) GALVANIZED DECK. - FASTEN USING (7) 5/8" PUDDLE WELDS @ EACH SUPPORT PER 36" WIDTH [36/71, (4) #10 TEK SCREWS @ MIDSPAN OF SIDELAPS, AND 5/8" PUDDLE WELDS @ 6" O.C. ALONG EDGES PATTERN "C" - 1 1/2" DEEP 22-GAUGE (WR) GALVANIZED DECK. - FASTEN USING (7) 5/8" PUDDLE WELDS @ EACH SUPPORT PER 36" WIDTH [36/7], (3) #10 TEK SCREWS @ MIDSPAN OF SIDELAPS, AND 5/8" PUDDLE WELDS @ 6" O.C. ALONG EDGES PATTERN "D" - 1 1/2" DEEP 22-GAUGE (WR) GALVANIZED DECK. - FASTEN USING (7) 5/8" PUDDLE WELDS @ EACH STRUCTURAL STEEL SUPPORT OR #10 TEK SCREWS @ 6" O.C. @ EACH LIGHT GAUGE FRAMING SUPPORT PER 36" WIDTH [36/71, (3) #10 TEK SCREWS @ MIDSPAN OF SIDELAPS, AND 5/8" PUDDLE WELDS @ 6" O.C. AT STRUCTURAL STEEL OR #10 TEK SCREWS @ 6" O.C. AT L.G. FRAMING ALONG EDGES STRUCTURAL - DECK CLOSURE ANGLE SCHEDULE MARK SIZE ON CENTER FASTENER SPACING NOTES DC1 L4X4X1/4" REF. S1.1-2 & S5-15 @ STL. TURNED DOWN GENERAL NOTES: 1. ALL LOADS GIVEN ARE ASD. 2. SPECIAL LOADING TAKEN INTO ACCOUNT IN KCS JOIST SELECTION. 3. ALL JOISTS TO BE SPACED EQUALLY AND NOT TO EXCEED 6-0" O.C. MAKSPACING UNLESS OTHERWISE DIMENSIONED IN PLAN. 4. REFERENCE SECTIONS / DETAILS AS REQUIRED FOR ADDED JOIST BRACING AND ASSOCIATED LOADING. 5. POSITION ALL RTUS ON SPECIAL JOISTS AS SHOWN, BETWEEN BRIDGING AND BRACING FOR REQUIRED CLEARENCES. 6. A MIN. OF A SINGLE LINE OF BOTTOM CHORD BRIDGING MUST BE PROVIDED NEAR THE FIRST BOTTOM CHORD PANEL POINTS @ EACH END OF THE JOIST, TYP, UPLIFT BRIDGING. 7. REF. S1.1-3 FOR FURTHER INFORMATION ON TYPICAL JOIST X-BRACING REQUIREMENTS. 8. JOIST SUPPLIER TO PROVIDE MIN. STD, BRIDGING AND BRACING PER SJI. 9. SYMBOLS & ABBREVIATIONS BRACE MEMBER "UP" -� BRACE MEMBER "DOWN" --O DENOTES AREAS OF BRIDGING AND BRACING WHERE DISCONTINUOUS; JOIST SUPPIER TO PROVIDE X-BRACING AS REQUIRED. C = CAMBER "A" = HSS3.5X2.5X3/16 LAID FLAT WELDED ATOP OF W-BEAM BETWEEN JOISTS, REF. S5-15 %P" =KNIFE PLATE THRU COLUMN INDIRECTION SHOWN, SLOTTED HOLES NOT PERMITTED AT SPECIFIED LOCATIONS. PROVIDE 1 1/2" MIN. EDGE DISTANCE FOR BOLT HOLES ALL SIDES OF PLATE. 00�y,�.� !�S �� 8 !►'may!,' %++? 4...r ,4 C."u.1 ftK �^ Al 1A / --., , CM W Y o rn ET I..L cr z O � j J J C;/) az mz n LI LU Z��Q w Q Q v o N O N Lb 00 N Lo Lu OC O T O T N >u) _! M m cy) L(� C) -u Om LL Z J Q w= w °- I- z Q CM CL w � N (3N cr a Lu H O Z 0 Z Q Z Q J V Z G Q LL_ LL w O OL w w �.56698 (p w* � #W D _. TAT- (/4u� N At- 03/03/2017 o � M 0 d M j O v m t U o a rn Lu w 0 LLL I z z H g. N 0 (� oo W 3 cn W m N Qco O Q� 0 _ . (V OD -9:6 3 Ln 60 1 FRAMING PLAN 54.2 1/4" =1'-0" 13 12 11 10 9 i CONT. HSS8X4X3/8 S6 4 T7 T 8'-9" T-8" C8X11. X8X11.5 > 8X4 OVE )F COLUM kLL HSS T .F., TYP. L X4 TO BE ZIZ. (LDH), U.O.N. 5 i CONT. HSS8X4X3/8 7'-0" in, -0" 10'-0" 5'-0" 5'-0" 10'-0" 83' - 8" Al2 11 10 9 8 7 6 5 4 3 2 1 D.2 9 6 REF. SECTIONS & GENERAL NOTES (S1) FOR ADDITIONAL INFORMATION REGARDING LIGHT l-AI ICC RACTAI 701100 QVQTCRAQ 3 TOWER TRUSS FRAMING PLAN 54.2 1/8"=-011 T T 21'-31' HSS5X5X3/1 HSS3X3X3/1 rSS3X3X3/16 HSS5X5X3/16 W 12X26 — D.2 14 S5 cn 13 0 N S5 N M � � T TOP OF TOWER BEAMS (W12'S) TO BE 26-10" A.F.F. W 12X26 - 52 0- 0 — Y m FL fr Q Z O Q �U) ¢z mz w U z Q oQ v � N 0 L6 00 N Lo W Ir - 0 cn T C) ti T N >� J Cr m c'3 Lo 0 L.L 00 LL Z J Q w= LU Iv U) W N o cr 1Z ;11i�SFl�t/ �r STAT err pii}`. ellfs � AL N�. F;f3311.W 03/03/2017 � � o N 0 d co 3 t N C O r Maw dF w a 0 z o z 1- rn N 0 N o 0 m Cc Q m = v of n 2 TOWER FRAMING PLAN S4.2 1/8" = 1 ' S4.2 00 Li PL. TO COL., 60 DEG. 3/16 L5X5X1/2X0-6" MIN. i`- t- BEARING SEAT W/ PL 1/4 3/16 I I STIFFENER AT CENTER, PL 1/2 MIN. CAP AT COLUMN, , TYP. SIZE AS REQ'D FOR MIN. JST STL BM., REF: PLANS, TYP. STL. CAP PL. ,...�. BRG REQUIREMENTS CONT. DECK CLOSURE PO ANGLE TURNED DOWN, REF. iv JST 3/16 4 I ( PLANS, TYP. �, PI-3/8 KNIFE PL. THRU COL. N I STL. BM., REF: PLANS o. DO NOT WELD of to 0 0 I of to 0 0 FLAT STRAP 1 I PL1/2X4X0'-4" I I ° I j ° BTM. CHORD BRACE EVERY JOIST LOCATION, 1 I L2X2X3/16", WELD BRACE ° I I °. ONLY AFTER FULL DEAD LOAD APPLIED TO ROOF { STL. COL., REF: PLANS SYSTEM STL. BM., REF: PLANS STD. SHEAR CONNECTION, PL I STL. COL., REF: PLANS OR DOUBLE ANGLE, TYP. W BEAM TO W BEAM, EXTENDED I I HSS COL., REF: PLANS .� DO NOT WELD, TYP. BTM. CHORD BRACE I I I I EVERY OTHER JOIST SHEAR TABS NOT PERMITTED, COPE BEAMS AS REQ'D, REF. PL1/2X4X0'-4", TYP. LOCATION U.O.N. IN TYP. GEN. NOTES FOR CONNECTION PLANS, L2X2X3/16", WELD U.O.N. DESIGN REQUIREMENTS BRACE ONLY AFTER FULL DEAD LOAD APPLIED TO 1 FRAMING DETAIL 2 FRAMING DETAIL ROOF SYSTEM 3 FRAMING DETAIL 4 FRAMING DETAIL 5 FRAMING DETAIL 6 FRAMING DETAIL S5 3/4" =1'-0" S5 3/4" =1'-0�� S5 3/4" =1'-0" S5 3/4" =1'-0" 3/4" =1'-0" CONT. DECK CLOSURE CONT. DECK CLOSURE HSS COL., REF: PLANS N I I ANGLE, REF. PLANS, TYP. ANGLE, REF: PLANS I I Z� I I CONT. DECK CLOSURE ANGLE, REF. PLANS, TYP. N STL. BM., REF: PLANS N I 0 0 0 o PI-1/2 KNIFE PL. THRU COL. o f HSS3.5X2.5X3/16 ° ° HSS3.5X2.5X3/16 ° P ° HSS3.5X2.5X3/16 ° I 1 WELDED TO TOP OF o o WELDED TO TOP OF o WELDED TO TOP OF o BEAM FOR CLOSURE CONT. DECK CLOSURE BEAM FOR CLOSURE BEAM FOR CLOSURE ANGLE SUPPORT, TYP. ° ° ANGLE TURNED DOWN, REF. ANGLE SUPPORT, TYP. ° ° ANGLE SUPPORT, TYP. ° ALTERNATE FOR DETAIL S5-3 ALTERNATE FOR DETAIL S5-4 PLANS, TYP. 3/16 PI-3/8 TYP, 17I 3/16 1 PL1 /2 0 PI-3/8 KNIFE PL. THRU COL. 1/4 1 0.4 ° I I AT ALL BRACE BOLTSMIN. TO I I BTM. CHORD BRACE EVERY I 1 COLUMN CONNECTIONS STL. BM., REF: PLANS STL. BM., REF: PLANS JOIST LOCATION, I 1 1 1 L2X2X3/16", WELD BRACE STL BM., REF: PLANS I I 1 HSS COL., REF: PLANS ONLY AFTER FULL DEAD 1 HSS COL., REF: PLANS LOAD APPLIED TO ROOF I I � SYSTEM PL. 1/4" EACH END I 1 WELDED TO BM./JST., STL. BRACING, SLOT FOR Y TYP. TYP. I I PL. AND WELD ALL SIDES. I Q 3/16 1/4 5 REF: PLANS, TYP. W TYP. BTM. CHORD BRACE I= Z U.O.N. EVERY OTHER JOIST STL BRACE, REF: PLANS o Q LOCATION U.O.N. IN Typ, J - PLANS, L2X2X3 16", WELD U.O.N. J � BRACE ONLY AFTER FULL DEAD LOAD APPLIED TO < z 7 FRAMING DETAIL $ FRAMING DETAIL ROOF SYSTEM - RLu g FRAMING DETAIL 10 FRAMING DETAIL 11 FRAMING DETAIL 12 FRAMING DETAIL T Q S5 3/4" =1 A" S5 3/4" =1'-0" S5 3/4" =1'-0" S5 3/4" =1'-0" S5 3/4" =1'-0" S5 3/4" =1 A" z z w p Q J (0 STL. BM., REF: PLANS N STL. CAP PL. STL. BRACING, SLOT FOR PL. PI-3/8 AND WELD ALL SIDES BRACE, REF. PLANS PL. 3/8 STIFFENER EACH SIDE OF BEAM I I 1 3/4" A325N THRU-BOLT 0 31116 2-12 1 HSS STUB COL., REF: PLANS @ 24' O.C. 0 1 STL. BM., REF: PLANS ' 00 CONT. DECK CLOSURE 1 VERTICAL LONG SLOTTED TYP. EACH L1 1/2X1 1/2X1/8" X-BRACING, 0 3/16 2-12 ANGLE TURNED DOWN, I HOLES @ BOLTS, SECURE LOCATIONS SIDE AT HSS COL. 1 I HSS COL., REF: PLANS 3/16 REF. PLANS, TYP. I I 3/16 2" DECK TO L5X3'S W/ 5/8 9 HSS BTW. JSTS., PUDDLE WELDS AT 6" O.C. REF: PLANS 1 I W-BM. I 3/16 4 i � 3/8" STL. PL. PL. 3/8 MIN. AT MIDPOINT, 1 1 W CENTERLINE OF STL. BM. I 1 PL. 1/2X7X1'-0" W/ (4) 3/4" DIA. THRU BOLTS 1 I y 1 ANGLE BROKEN STL BM., REF: PLANS, TYP. r - 0- STL. BRACING, SLOT FOR STL BM., REF: PLANS 1 PL. AND WELD ALL SIDES. BEYOND DW HSS REF: PLANS TYP. 3/16 1 I SLOT FOR PL. STIFF PL., 3/8 MIN. EACH SIDE 3/4" DIA. THRU 3 0 AND WELD ALL L4X4X1/4 W/ VERT. r N I / \ SIDES SLOTTED HOLES EA. SIDE OF HSS HSS REF. PLANS s � NP' Lo USE WASHERS AT ALL z Typ 3/16 SLOTTED HOLES N S16 4 L2X2X3/16" BRACING AT STUB COL. LOCATIONS, REF. S5-10 SIM. USE WASHERS AT ALL 13 FRAMING DETAIL 14 FRAMING DETAIL @ TOWER BRACING 15 FRAMING DETAIL 16 FRAMING DETAIL 17 FRAMING DETAIL 1 g FRAMING DETAIL SLOTTED HOLES W a S5 3/4" =1'-0" S5 Y4" =1'-0" 3/4" =1'-0" S5 3/4" =1'-0" S5 1 1/2" =1 A" S5 314" =1'-0" ROOF DECK WELDED TO L6x3x1'-0"-10GA (LDV) CLIP MASTERBILT UNIT SECURED TO _ STL. BRACING, SLOT FOR TYP. BRIDGING CHANNEL @ 6" ANGLE W/ (6) #10 TEK SCREWS CURB USING 3/8" X 1" LAG BOLTS PL. AND WELD ALL SIDES,3116 3 O.C. W/ 5/8" PUDDLE WELDS AS SHOWN TO METAL DECK @ 12" O.C. ON EVERY SIDE REF. PLANS I I PLAN AND (3) 3/8" DIA.X 1 1/2" LG. LAG t r BOLTS TO RIM BOARD, TYP. 3/4" STRUCTURAL PLYWOOD W/ C #10 WOOD SCREWS @ e S, 0 BETWEEN SUPPIORTS DES AND IN T J H SHEATHING URAL PLYWOOD s N Q U JOIST, REF: PLANS � HSS4X4X3/16"XO'-6" 1" MAX, O O O O O O O O 2x12 P.T. JOIST/BLOCKING o N o UNDER CONDENSER EDGES AND J M w 1 I TYP. w I I I I I I AT 12" O.C. MAX. ATTACH AT EA. 3 J m Q I I I I I I END W/ SIMPSON L70 CLIP o REOF: MECHNDWGIS ° Lo lei JOIST, REF: PLANS = I I I I I I CONNECTION TO (3) 2x12 P.T. RIM BOARD W/ z I I I I I I STRUCTURE BY UNIT MFR'S SIMPSON L70 AT CORNERS L.L J z w I I I I I I W STL. BM., REF: PLANS f- 3 CONT. 2X6 P.T. PLATE 1/4 5 CHANNEL o w I= TYp. P� '9� PL1/4X4X0'-8" STRAP z j I I I I I ATTACHED TO DECK W/ #10 06 ACROSS BRIDGING MC6 BRIDGING CHANNEL, TO JST. 3/16 CHANNELS o I I I I I I TEK SCREWS @ 12 O.C., MAX. z o = J PL. 1/2 KNIFE I I TYP. REF:PLANS, COPE I I I I I I FILED COORDINATE Q c7 1/4 THRU HSS 1 1 ENDS TO FIT AS SHOWN w_ O O O 0 O O O O LOCATIONS OF CLIP ANGLES METAL DECK, REF: PLAN w W LL J WITH ROOF HIGH HATS AS o = N w SHOWN IN SECTION S5-23ATTACHa v=i HSS COL., REF: PLANS MC6 BRIDGING 12" ON CHANNEL, TYP. EACH OTHER E d@ E ENDS ON LONG 12" O C STAGGERED WITHIN W NAILS REF:PLANS, COPE :;.. .::::..... ::..... :,; .:. SIDES B � Zp,EL y SHOWN STL. FRAMING, REF: PLANS ENDS TO FIT AS TO 2X12 P.T. W/ #10 WOOD ;n ti ^4 ATTACH 2X6 P.T. CONT. PLATE.;' y SCREWS @ 12" O.C. MAX. fl'6"95 SECTION PLAN PLATE TO AT CENTER OF LONG SIDES W x 3/16 CHANNEL 5/8" PUDDLE WELDS AT rw 6�� O.C. . TAT 19 FRAMING DETAIL 20 FRAMING DETAIL 21 FRAMING DETAIL 22 FRAMING DETAIL 23 FRAMING DETAIL STL. JOIST, REF: PLAN ', S5 3/4" =1'-0" S5 3/4" =1'-0" S5 3/4" = II A" S5 3/4-- =1'-0" S5 13i1 a 03/03/2017 a s� 2 ALUMINUM STAND, REF PLANS. III CHANNEL, REF. PLANS C M I I I I III REINFORCEMENT o �s d M � � O 26 I I REQUIRED @ JOIST d III WHEN CHANNEL ALUMINUM STAND, REF ATTACH RIM BOARDS TO S5 I NOT @ PANEL POINT PLANS• EACH OTHER W/ 10d NAILS NI I I I s .2 @ 12" O.C. STAGGERED 1 III BAR JOIST, REF. PLANS CHANNEL, REF. PLANS III w = o o �, u_, 2- f- 3/6 CLIP ANGLE PER I I G DETAIL S5-22 w I � a z° (4) 3/8" DIA. SAE GRADE 5 THREADED RODS W/ 314" MIN. (2) 3=1/4" 6061-T6 CONT. WASHERS AND LOCKING NUTS ALUMINUM ANGLE TO MATCH BASE PLATE FOOTPRINT 9 a p r a ® Z V o M W o Z Y � M 3 m 0 0 o w m O N Q � = N S5 24 FRAMING DETAIL 25 ALUMINUM STAND DETAIL 26 ALUMINUM STAND DETAIL S5 1 1/2" =1'-0" S5 1 1/2" =1'-0" S5 1 1/2" =1'-0" TYP. U.O.N. 1 FRAMING DETAIL S5.1 3/4" =T-0" Q Ir7- 8 S5.1 ISO I / 0 2 1/2" MIN. JST. BRG., TYP. U.O.N. JST. GIRDER BRACE BY JST. SUPPLIER, LOCATIONS ALONG GIRDER TO BE DETERMINED BY SUPPLIER, EVERY OTHER JOIST BAY AT MINIMUM. WELD BRACE ONLY AFTER FULL DEAD LOAD APPLIED TO ROOF SYSTEM Q �w W Q = 1 1/2" N (V C9 x� ~m Q o 0 � 2 ~ o 0 2 FRAMING DETAIL S5.1 3/4" =1'-0" PL 3/4" WIDTH 2" STL. GIRDER, REF: LARGER THAN GIRDER PLANS COORDINATE SEAT, NOTCH FOR W/ JST. BEAM WEB ROOF DECK, SUPPLIER (2) 3/4"DIA. MIN. A325N REF: PLANS BOLTS 80OS162-43 @ 16" O.C. W/ 80OT125-43 CONT. EACH END, AT EACH TRACK PROVIDE 0.145 PAFS (HILT[ X-EDNI) AT 8" O.C. TO STEEL AND (1)#10 TEK SCREW EA. LEG TO STUDS. STEEL NETWORK AT LB362 EACH STUD. FASTEN TO STUD W/ (3) #10 SCREWS AND TO STR. STL. W/ (2) 0.145" DIA. PAF'S (HILTI X-EDNI), TYP. 6" MIN. PL1/2 MIN. STIFFENERS EA. SIDE ON BM., TYP. OF (4) NJ (4) 3/4" MIN. A325N BOLTS PI-3/4 MIN. CAP 9" MIN. WIDE W/ PI-1/2 MIN. SLOTTED STL. JOIST, THROUGH COL. REF: PLANS STL. STABILIZER PL3/4X6X6" DO NOT WELD STL. COL., REF: PLANS 3 FRAMING DETAIL S5.1 314" =1--0° 2" NOM. DIA. XS (SCH. 80) PIPE, TYP. W/ 1/8" CAP PL. EACH END — r J Anchor Rod Upper S5.1 3" =.1'-W' 9 L1X1X1/8 S5.1 CONT. 71 / o TYP. 10 ............:::..... :::_ _........... S5.1 O ZMO - - - - - - - - O O - - - - - - F y - -._ O ................... ..... ... ................., . 9' 1 600S162-43 @ 16" O.C. W/ 2' 01/8" L1X1X1/8 _._........... 60OT125-43 CONT. EACH END CONT. TYP. 60OT125-43 W/ 0.145 PAFS (HILTI X-EDNI) AT 8"O.C. TO STEEL AND (1)#10 TEK SCREW EA. LEG TO STUDS 7 CANOPY WALL SECTION 10 CANOPY DETAIL S5.1 3" =1'-0" (4) 3/4"DIA. A325-N BOLTS (MIN.), EA. SIDE OF GIRDER AS SHOWN. STL. BEAM, REF: PLANS L3 1/2"X3 1/2"X3/8" MIN. VERTICAL MEMBER TO ATTACH W BEAM TO JOIST GIRDER SHALL BE SUPPLIED AND DESIGNED BY THE JOIST MANUF. FOR REACTION OF 10 KIP MIN. 1/2" PLATE WE OF COLUMN 1/2" PLATE W/ 1 1/4" DIA. A3� 1/2" PLATE WI FACE OF HSS 1/8 V 2-12 A— STL. BM., REF. PLANS 3/8" SHEAR PLATE W/ 3/4" A325N THRU BOLTS (2 MIN.), TYP. PL 1 /4X3X0'- 8" T&B, ONLY WHERE INDICATED ON PLAN BY - T 3/16 YP. 4 FRAMING DETAIL 55.1 1 1/2" =1'-0° 11 CANOPY DETAIL 55.1 3/4" =1 '-0" HSS, REF PLANS PL 1/4X4X4 v 3/16 \ CHANNEL, REF PLANS 5 FRAMING DETAIL S5.1 3/4" =1'-0" IN g ANCHOR ROD LOWER S5.1 3" =1'-0" 800S162-43 @ 16' O.C., TYP. HSS GIRT, REF. PLANS L2X2X1/8 CONT. 60OS162-43 @ 16" O.C. W/ 600T125-43 CONT. EACH END HSS GIRT, REF: PLANS, TYP. L1X1X1/8, CONT. SHOP WELDED TO HSS HSS. RE: :PLANS O CONT. L2x2x1/8", TYP. TRACK TO STR. STL. W/ (2) 0.145" DIA. KNURLED SHANK PAF'S AT STUDS, TYP. 3/8" SHEAR PLATE W/ (2) 3/4" A325N BOLTS TRACK TO STUD W/ (1) #10 STL BM., REF: PLANS, TYP. SCREW EACH LEG, TYP. — 12 CANOPY DETAIL S5.1 3/4" =1'-0" 0 PL. 3/8" STIFFENER EACH SIDE OF BEAM STL. BM., REF: PLANS PL. 1/2 MIN. AT MIDPOINT, CENTERLINE OF STL. BM. STL. BRACING, SLOT FOR PL. AND WELD ALL SIDES. REF: PLANS STL. BM., REF. PLANS, COPED AS REQUIRED, TYP. 6 CANOPY DETAIL S5.1 1 1/2" =1'-0" 1/2" PLATE WELDED TO PIPE 1/2" PLATE W/THRU HOLE FOI A325N TYPE 3 BOLT 2" NOM. DIA. XS (SCH. 80) PIPE TYP. W/ 1/8" CAP PL. EACH EN PL. 3/8 STIFFNER , TYP BOTH TOP OF W-BEAM, TYP. HSS, REF. PLANS �-- 3/8" SHEAR PLATE W/ (2) 3/4" A3251N BOLTS, TYP. 3/16 STL. BM., REF. PLANS, COPED AS REQUIRED, TYP. 00 iE! ch 0*� 4? M W Y CD � � Q fr Z O � j J J cf) Q Z m di W mz U) W EZ a wQoQ c) � N 0 N Lo 00 N Lo W 0 IT— C) T N >Lo J C'M m cy:) Lo 0 LL 00 LL Z � Q J W = 06 W T z Q M = w W N ocr- a. V ) W 0 z 75 w Q w LL w x �`�l�agaatat��{ • Q. 598 �� .. F OF��. 03/03(2017 :r 0 o N M !R M O L V U C O aO. yUJ Q. d y co W CL O z O ti z F- m N U oo ch W ED Z he cc � �!- M :R: N 0 m Wm 0 Gam. 0 U S5.1 Q T T T 1 FRAMING ELEVATION 2 FRAMING ELEVATION 1 4 6 9 11 13 4 FRAMING ELEVATION S6 3h6" =1'-0" 3 FRAMING ELEVATION 3116" =1'-0" A B E G K L 5 FRAMING ELEVATION S6 3/16" =1'-0" 0. co W Y O � cr 2-7O C J V ) m Z w zLLI w oQ v N O N Lb 00 N LO W cr O H U) T N cm >LO C'M m CY) LL 00 LL Z �_ i Q w 06 w _ � z 2 C7 CL LLI w a � � N CC a i !`�tE{'aftittrr ti Y a. 96 AL .1fit W 03/03/2017 �o 0 N m d O f) j Cl L V O FA }O-, Q. d yc W a 0 z Fl I o z m N 0 (,) (D ch w z v v 3 m 0 N w m ¢ a G 0 V .. . 60OT125-43 WITH (1) #10 TEK SCREW EA. LEG -TO STUBS. 60OT 125- 0.145 PAI AT EA. S' SCREW I g LIGHT GUAGE DETAIL S7 1. STEEL NETWORK STIFF CLIP LB365 EA. STUD WITH (2) 0.145 PAFS (HILTI X - ED) THRU TRACK TO STEEL AND (2) #10 TEK SCREW TO STUDS IOS162-43 @ 16" O.C. (P. fUD TO STUD w/ (3) # ) TEK SCREWS, TYP. 150L150-43 CONT. @ CORNER w/ (1) #10 SCREW AT EACH STUD EACH LEG, TYP. z N j 2" 2" 2x2x-54 MIL (16GA) 51/2" LONG "' HORIZ. CLIP W/ (3) #10 SCREWS IlIl = EACH LEG TOP AND BOT 4" MIN. _ II zt 0 0 0 Z_ (2) VERTICLIP SL800-68 (14GA) (50KSI) BY THE STEEL NETWORK W/ (3) #12-14 HWH SCREWS W/ ° ° STEP BUSHING BY STEEL NETWORK TO STUD AND W/ (3) 0.157" DIA. X-U HILTI PDF TO STEEL. ONE CLIP = z ON EA. SIDE OF JAMB ° ° ° BOX HEADER: (2) 800S16243 STUDS AND (2) 800T125-43 TRACKS TOP & BOT., SECURE TRACKS TO 2" MIN. STUDS USING (2) #10 TEK SCREWS AT 6" O.C. 2" MIN. 800T125-54MIL (16GA) TRACK TRACK AND CLIP PIECE MIN. 8" LONG. CONNECTION TO JAMB CONNECT WITH (6) #10 SCREWS TO JAMB AND (6) #10 SCREWS TO HEADER, (3) EACH SIDE. JAMB STUDS: (2) 800S162-54 STUDS AND (2) 800T125-54 TRACK, TYP. EA. SIDE OF OPENING, SECURE TRACK TO STUD USING (2) #10 TEK SCREWS AT 6" O.C. AND STUD TO STUD USING #10 TEK SCREWS AT 12" O.C. STAGGERED z c"o TYP. LIGHT GAUGE FRAMING STEEL NETWORK STIFFCLIP CL600-68, TYP.; FASTEN TO STUDS USING (6) #12 TEK SCREWS PATTERN #3 & FASTEN TO CONC. USING (1) 1/2' DIA. SIMPSON TITEN HD SCREW ANCHOR W/ 6" EMBED INTO CONC. PROVIDE 4" MIN. EDGE DISTANCE 2x2x54MIL (16GA) CLIP LONG WITH (3) #1 SCREWS TO BOX SILL AN JAMB TOP AND BOTTOI PROVIDE SOLID BLOCKING OF EA SIDE OF OPENING TYP SEE 7/S10 TYP. LIGHT GUAGE DOOR OPENING 5 LIGHT GUAGE OPENING 112'. = V-0" S7 1/2" =1'-0" PROVIDE FULL DEPTH I BLOCKING USING I I I I 60OT125-43 @ MID -POINT 101 0 1 800S162-43 @ 16" O.C. W/ 80OT125-43 CONT. EACH END, 1 I I I TYP. U.O.N. 60OS162-43 AS SHOWN 1 0 TRACK TO SUPPORT SECTION W/ #10 SCREWS AT 8" O.C. 1 5 I 1 STAGGERED, TYP. S7 101 SUPPORT SECTION: 1 1 1 1 I (1) 800S162-43 AND (2) 800T125743 CONT., FASTEN ALL PARTS USING CONT. DECK CLOSURE (2) #10 TEK SCREWS EA. STUD ANGLE, REF. PLAN LOCATION INCLUDING (2) #10 TEK 0 1 0 SCREWS EA. STUD LOCATION - 1 FROM BOTTOM TRACK TO MDETAL METAL DECK, REF. PLAN 0 0 �� ECK 10'-10" olLN 600S162-43 @ 16" O.C. W/ 60OT125-43 CONT..EACH END. STL. BV-A. EF. PLAN — HSS GIRT, REF. PLAN — 0 0 0 0 BOOS162-54 @ 24" O.C. W/ FULL DEPTH BLOCKING USING 80OT125-43 @ MID -POINT AND STEEL NETWORK STIFFCLIP AL600 EACH END W/ (2) 0.145 PAFS (HILTI X-EDNI) TO STEEL AND (3) #12 TEK SCREW TO STUDS HSS, REF. PLAN 5/8" MIN. EXTERIOR GRADE . STRUCTURAL SHEATHING PRE-ENGINEERED LIGHT GAUGE METAL TRUSS SYSTEM WITH TRUSSES AT 24" O.C. MAX., 43 MIL. MIN. WHERE ANCHORAGES AND SHEATHING ATTACHMENTS OCCUR ANCHORAGES OF TRUSS SYSTEM BY SPECIALTY ENGINEER, TYP. 2626'-10" „ i 80OT125-43 CONT. STEEL NETWORK STIFFCLIP LB800 EACH STUD, TYP. FASTEN TO STUD W/ (4) #10 SCREWS AND TO STIR. STL. W/ (3) 0.145" PAF'S (HILTI X-EDNI) 22'4rih CONT. TRACK 80OT125-43 W/ (2) #10-16 0 HWH SCREWS TO EA. STUD AND (2) 0.157 DIA. X-U HILTI PDF TO STEEL I I HSS, REF. PLAN TUBE @ 12" O.C. PROVIDE FULL DEPTH BLOCKING CONT. DECK CLOSURE I I USING 60OT125-43 @ MID -POINT ANGLE, REF. PLAN 800T12543 W/ (2)410 SCREWS AT BTW. LB800 CLIPS METAL DECK, REF. PLAN I I 12" O.C. MAX. TO METAL DECK 800S162-43 @ 16" O.C., TYP. U.O.N. 1 1 17'-10" 17'-10"rik STEEL NETWORK STIFFCLIP LB800 EACH STUD, TYP. FASTEN TO STUD W/ (4) #10 SCREWS AND TO STIR. STL. W/ (3) 0.145" PAF'S (HILTI X-EDNI) 13'-8" 15OLl50-43 CONT. AT CORNERS, TYP. W/ (1) #10 SCREWS AT EA. STUD EA. LEG, TYP. — 60OT12543 CONT. 9'-2" 0 - 6 I I S7 .I I I I Iol I I I!I I I 0 0 I I I I UNLESS OTHERWISE NOTED: • 800S162-43MIL (18GA) STUD AT 12" O.C. FOR STUD HEIGHT OF 16FT MAX FOR STUDS IN WIND ZONES Z4 AND Z5. • 800S162-43MIL (18GA) STUD AT 16" O.C. FOR STUD HEIGHT OF 13FT MAX FOR STUDS IN WIND ZONES Z4 AND Z5. • FOR WIND ZONES Z4 AND Z5 REFER TO S1. • ALL STUD TO STUD CONNECTED SHALL BE (4) # 10 TEK SCREWS • ALL STUD TO TRACK SHALL BE CONNECTED WITH (1) #10 TEK SCREWS EA. SIDE OF STUD • ALL TRACK TO STEEL CONNECTIONS SHALL BE (2) 0.145 PAFS (HILTI X-EDNI) AT EA. STUD LOCATION, P.A.F. SHANK SHALL FULLY PENETRATE STEEL THICKNESS • FOR LATERAL BRACING SEE 7/S10 I I I I I I 2 WALL SECTION S7 1/2" =1'-0" STL. BM., REF. PLAN 800S162-43 @ 16" O.C. TYP. U.O.N. HSS BRACE, REF. PLAN HSS BRACE, REF. PLAN U.O.N., BOOT125-43 AT STEEL W/ (2) 0.145 PAFS (HILTI X-EDNI) AT EA. STUD AND (1) #10 TEK SCREW EA. LEG TO STUDS 800T125-43 W/ (2) 3/16 X 1-1/2 CONC SCREWS TO SLAB AT EA. STUD AND (1) #10 TEK SCREW EA. LEG TO STUDS `v 2" 2" 2x2x-54 MIL (16GA) 51/2" LONG HORIZ. CLIP W/ (3) #10 SCREWS 4" MIN. gg pp pp EACH LEG TOP AND BOT 6 O U ° ° 0 M o o CV 0 0 (2) VERTICLIP SL800-68 (14GA) (50KSI) BY THE STEEL NETWORK W/ (3) #12-14 HWH SCREWS W/ STEP __ o 0 BUSHING BY STEEL NETWORK TO STUD AND W/ (3) Z 0.157"DIA. X-U HILTI PDF TO STEEL. ONE CLIP ON EA. ° ° ° SIDE OF JAMB N 80OT125-54MIL (16GA) TRACK PIECE MIN. 8" LONG. 2" MIN. CONNECT WITH (6) #10 SCREWS TO JAMB AND 2" MIN. (6) #10 SCREWS TO HEADER, (3) EACH SIDE. TRACK AND CLIP CONNECTION TO JAMB BOX HEADER: (2) 800S16243 STUDS AND (2) 800T12543 TRACKS TOP & BOT., SECURE TRACKS TO STUDS USING (2) # 10 TEK SCREWS AT T O.C. JAMB STUDS: (2) 80OS162-54 STUDS AND (2) 80OT125-54 TRACK, TYP, EA. SIDE OF OPENING, SECURE TRACK TO STUD USING (2) #10 TEK SCREWS AT 6" O.C. AND STUD TO STUD USING #10 TEK SCREWS AT 12" O.C. STAGGERED Zo BOX SILL: (1) 800S16243 STUD AND (1) 800T125-43 TRACK, SECURE TRACK TO STUD USING (2) #10 TEK SCREWS AT 6" O.C. 6L MIN. L TYP. LIGHT GAUGE FRAMING STUD WALL STEEL NETWORK STIFFCLIP CL600-68, TYP.; FASTEN TO STUDS USING (6) #12 TEK SCREWS PATTERN #3 & FASTEN TO CONC. USING (1) 1/2" DIA. SIMPSON TITEN HD SCREW ANCHOR W/ 6" EMBED INTO CONC. PROVIDE 4" MIN. EDGE DISTANCE CONT, CLARKDIETRICH MAXTRAK 54N (16GA.) (50KSI) 2112" FLANGE, W/(2) M PHILIPS # 10x9/16" LONG PAN HEAD SCREE W/ A MEASURED PAN HEAD DIAMETER 0.43" PER CCRR-0205 REPORT TO EA. STI AND W/(2) 0.157" X-U HILTI PDF AT 16" 0 MAX. TO STEEL. PROVIDE 3" MIN SPACII BETWEEN ANCHORS AND 1.5" ED, DISTANCE. SEE 4/S10 FOR MAXTR DEFLECTION GAP AND OTHER DETAII Q 362T125-43 TO STR. STL. W/ (1) 0.145" DIA. X 1/2" KNURLED - SHANK PAPS AT 16" O.C., TYP. 35OS162-43 @ 16" O.C. 6 SHEATHING ATTACHMENT AT BEAM S7 1" 22'-4" 0 CONT. TRACK 800T125-43 W/ (2) #10-16 HWH SCREWS TO EA. STUD AND (2) 0.157 DIA. X-U HILTI PDF TO STEEL 1 1 HSS, REF. PLAN TUBE @ 12" O.C. I I II . 800T1 25-43 W/ (2) #10 SCREWS AT 12" O.C. MAX. TO METAL DECK METAL DECK, REF. PLAN 1 0 STL. BM., REF. PLAN L _J 6 s7 I r II II 101 I'I II II HSS BRACE, REF. PLAN 101 UNLESS OTHERWISE NOTED: • 80OS162-43MIL (18GA) STUD AT 12" O.C. FOR STUD HEIGHT OF 16FT MAX FOR STUDS IN WIND ZONES Z4 AND Z5. • 800S162-43MIL (18GA) STUD AT 16" O.C. FOR STUD HEIGHT OF 13FT MAX FOR STUDS IN WIND ZONES Z4 AND Z5. • FOR WIND ZONES Z4 AND Z5 REFER TO S1. • ALL STUD TO STUD CONNECTED SHALL BE (4) # lil 10 TEK SCREWS I I • ALL STUD TO TRACK SHALL BE CONNECTED WITH (1) #10 TEK SCREWS EA. SIDE OF STUD 1 J • ALL TRACK TO STEEL CONNECTIONS SHALL BE (2) 0.145 PAFS (HILTI X-EDNI) AT EA. STUD 101 LOCATION, P.A.F. SHANK SHALL FULLY 1 PENETRATE STEEL THICKNESS • FOR LATERAL BRACING SEE 7/S10 I I 0 3 WALL SECTION S7 1/2" = V-0" U.O.N., 80OT125-43 AT STEEL W/ (2) 0.145 PAFS (HILTI X-EDNI) AT EA. STUD AND (1) #10 TEK SCREW EA. LEG TO STUDS 80OS162-43 @ 16" O.C. TYP. U.O.N. 80OT125-43 W/ (2) 3/16 X 1-1/2 CONC SCREWS TO SLAB AT EA. STUD AND (1) #10 TEK SCREW EA. LEG TO STUDS I rsz 2 M CD Lu O Y rn Q Lu � Z 0 j J J � Q Z m. Z LLj Lu Z..Lu Q w O Q v N 0 Lo 00 04 Lo Lu 0 cn r O ti N >L0 J M m co �` Op L.L. Z J Q LLl od QCr) w Lu o N a C:7 Z 0 F— U W U) J w _j Q H w w co LEy A, W98 ; tp 03/03/2017 -S 1- Mo N M 0 d M o u o N aF- UJ �cn ~ G w a 0 Z o ti Z o L `-`7 of w ;713CD3 m oo 3D ARCHITECTURAL VIEW :t L^4 is i4�•`-O \ �'•:tititi,<•} ;}:t-:,t•:•:5::\:' ::n::•,:;:u�?:•:::::}vCi::O: t�hh:v`•:••:vt�ut?4 •v..,v'}; ..,v.... S.J.Q. r.: .......t...: •• ............ . ..... Oh\:O •:.{t•::}JY : \ 'v;..� vthty 4,}ti L:}: ii ^. f/ . . . . . . .... NO J \ y! :�.\tit�i'.•:<}}i:�:i�iiiii?'i:t�ii�ii ii 4}C 4 fj: NA { \ �t\a,•.� �� .` „ ♦ at\.;�t Y ! \ t fi h - °,. �.' •t , fit. \ 'f \ .4 x i 4\ 3D STRUCTURAL VIEW tSG 'ry shy �. ' W Y co CO O � ^ W Cc T oa J m z w Z U.3 CL Q U N O LO M� W Lu O U) T C) ■ — T N >LO J CM m C'3 u') oLL Op z L.L �_ J Q W Lij Q � CrD W N O cr a H QH w M •o: was STD Fh= GRID .•''� At- 03(03✓2017 O � N M OO 41 j M O t Ci � C O r0-.. d y UJ cl) G � W d O Z O z Lo H rn N O U oLLJ Z.,5 Z W o m cc Q � = a c c L) 9 m 3D STRUCTURAL VIEW - REAR WHERE DOUBLE JOIST OR MEMBERS ARE ENCOUNTERED ONLY ONE MEMBER REQUIRES A PIPE SUPPORT 2 3 S9 S9 T STEEL JOIST (TYP.) r STRUCTURAL PLANS - LEVEL 3 MCMASTER-CARR GRIP -IT WIRE ROPE CLAMP (TYP.) I I FASTEN WIRE ROPE TO I JOIST AT PANEL POINTS I I 1/8" DIA. GALVANIZED WIRE ROPE (7x7) - INSTALL TIGHT AT ANGLES 45-DEG. OR LESS FROM HORIZONTAL VERIFY SUPPORTS ARE CLEAR OF CEILING LEVEL I SUSPENDED I CEILING l SOFFIT FRAMING r TIE WIRE ROPE TO UNISTRUT n TYPICAL PIPE SUPPORT 3/41' = 1'-0" SEE B-B TO F-F SECTIONS FOR EA. CONNECTIONS PIPE SUPPORT FASTENED TO MEMBER (TYP.) MONITOR SUPPORT 5" DIA. STD. PIPE (TYP.) T T MONITORS SOFFIT FRAMING (TYP.) 1/8" DIA. GALVANIZED WIRE ROPE (7x7) CROSS BRIDGING ALONG LENGTH OF PIPE AS SHOWN - FASTEN TO JOIST w/ WIRE ROPE CLAMPS (SEE DETAIL 2) 60OS162-33MIL (20GA.) AT 16" O.C. MAX. OR 362S1 62-33MI L (20GA.) AT 16" O.C. MAX. LATERAL BRACING AT 4'-0" O.C. MAX co CONT. TRACK 600T125-33MIL. (20GA.) OR 362T125-33MIL. (20GA.) MIN. W/ (2) #10-16 HWH SCREWS TO EA. STUD AND W/ (1) 0.157" 0 X-U HILTI PDF WITH 1 1/2" MIN. EMBED. TO CONCRETE SLAB AT 16" O.C. MAX. 1 L \ \ CONCRETE SLAB 1 J A -A SECTION 4 TYR INTERIOR WALL FRAMING S9 1rt" =1'-0° LOCK -NUT w/ FENDER WASHER - 1.25" NUT REQUIRED 3/8" DIA. THREADED ROD I 1/2' DIA. U-BOLT (ROUND I BEND) I 5" DIA. STD. PIPE I CONNECT ROD TO UNISTRUT USING BOLTS w/ WASHERS TOP r AND BOTTOM - USE UNISTRUT P3008 CHANNEL NUT ON OPEN I SIDE PRIOR TO NUT. - - J UNISTRUT P1000T 24" LONG • FASTENU.-BOLT TO UNISTRUT USING P2800 WASHERS AND NUT. USE LOCKTITE ADHESIVE ON NUT [19 FT -LB TORQUE REQUIRED ON NUT] 16" MIN. 1 1/2" MIN. CL (L 1 1/2" MIN. 1 1/2" MIN. 1 1/2" MIN. *4" MIN. FOR 6" STUDS *21/2" FOR 3 5/8" STUDS CL B-B SECTION STEEL -BEAM OR JOIST. PIPE SUPPORT FASTENED TO MEMBER (TYP.) STEEL T STRUCTURAL PLANS - LEVEL 3 SOFFIT n FRAMING 1 /4" = 1'-0" METAL DECK - ORIENTATION VARIES 'ORT MAXIMUM SPACING 362S162-33 [33] STUDS @ 16" O.C. [UNPUNCHED] 362S162-33 [33] STUDS @ 16" O.C. GYPSUM SHEATHING FASTEN CEILING SOFFIT MONITOR MOUNT n MONITOR TO PIPE CONNECTION METAL ROOF DECK (2) 3/8" DIA. U-BOLT CLAMPS FOR 5-IN PIPE [MCMASTER-CARR 3043T430] TO CLAMP MONITOR SUPPORT BRACKET TO PIPE TIGHTEN BOLTS TO A MINIMUM OF 30 FT -LB OF TORQUE _MONITOR SUPPORT BRACKET [CHIEF CPA3301 MONITORS 362T125-33 [33] CONTINUOUS TRACK. FASTEN TO FRAMING [UNPUNCHED] w/ #6 SCREW (MIN.) BUGLE BRIDGE DECK AS REQUIRED USING -' w/ #10 SCREWS @ STUD HEAD USING MINIMUM 6-IN WIDE x 8-IN LENGTH x FACE MONITOR SUPPORT 8" O.C. EDGE SPACING AND 12" 0.097MIL [33KSI] PLATES FASTENED PIPE O.C. FIELD SPACING TO DECK w/ (3) #10 AT EACH END OF PLATE TO ROOF DECK [6 TOTAL] 362S162-33 [33] @ +\ (2) #10 SCREWS @ FASTEN TRACK TO DECK 16" O.C. ALIGNED TO CONNECTION (TYP.) USING (2) #10 SCREWS AT VERTICAL STUDS EACH STUD WITHIN 3-IN. SOFFIT FRAMING + + ***NOTE: USE (4) #10 SCREWS 3" x 3" -18 GAUGE AT BRACED FRAMES [STUDS CONTINUOUS ANGLE ACROSS WHICH SUPPORT THE BRACE] STUDS FRAMING. FASTEN @SUD112" PLYWOOD SHEATHING AND JOIST FASTENED w/ #10 BUGLE - HEAD SCREWS AT 8" O.C. @ JOIST n TYPICAL SOFFIT SECTION FRAMING TO ROOF DECK CONNECTION V 3/4" - 1'-011 " 1_ 1 1/2 = 1" 0 20GA. MIN. METAL DECK BY OTHERS. 16"MIN.x6"-33MIL (20GA.) PLATE AT 16" O.C. MAX. W/(2) #10-16 HWH SCREWS TO METAL DECK FLUTE. CONT. MAXTRAK 33MIL. (20GA.) 21/2' FLANGE, W/(2) #10 WAFER HEAD SCREWS TO EA. STUD AND W/(2) #10-16 HWH TO STEEL PLATE. *4" MIN. FOR 6" STUDS *21/2" FOR 3 5/8" STUDS *2 MIN. FOR 6" STUDS *1 1/2" FOR 3 5/8" STUDS. n� CL D-D SECTION CONT. MAXTRAK 33MIL. (20GA.) 21/2" FLANGE, W/ (2) #10 WAFER HEAD SCREWS TO EA. STUD AND W/ (2) 0.157" X-U HILTI PDF TO STEEL BEAM AT 16" O.C. MAX *4" MIN. FOR 6" STUDS 20GA. MIN. METAL DECK BY OTHERS. *21/2" FOR 3 5/8" STUDS E-E SECTION CONT. MAXTRAK 33MIL. (20GA.) 21/2" FLANGE, W/(2) #10 WAFER HEAD SCREWS TO EA. STUD AND W/(2) #1 C-C SECTION 16 HWH SCREWS AT 16" O.C. MAX. T METAL DECK. 8'-0"MAX. 60OS162-33 MIL (20GA.) AT EA. MAXTRAK LOC. W/(2) #10-16 HWH SCREWS AT 12" O.C. TO MAXTRAK. CONT. MAXTRAK 33MIL (20GA.) 21/2" FLANGE, W/(2) #10 WAFER HEAD SCREWS TO EA. STUD AND W/(2) #10-16 HWH SCREWS TO EA. HORIZ. STUD @ 12" O.C. MAX. AND W/(4) 0.15T' 0 X-U HILTI PDF TO STEEL BEAM. STEEL BEAM OR JOIST. AIN. FOR 6" STUDS >" FOR 3 518" STUDS I 1 i F-F SECTION FRAMING NOTES: 1. SCREWS SHALL PENETRATE ALL FRAMING COMPONENTS. 2. SCREWS SHALL HAVE A MINIMUM OF THREE EXPOSED THREADS EXTENDING THROUGH THE STEEL BEYOND ALL FRAMING COMPONENTS CONNECTED. 3. PROVIDE 1/2" MIN. EDGE DIST. AND 3/4" MIN. SPAC. FOR #10 AND #12 SELF DRILLING SCREWS. 4. PROVIDE 1/2" MIN. EDGE DIST. AND 1" MIN. SPACING FOR P.D.F. INTO STEEL (TYP.) PDF ARE TO FULLY PENETRATE THE STRUCTURAL STEEL AND SHOULD HAVE A KNURLED SHANK. 5. PROVIDE 3" MIN. EDGE DIST. AND 4" MIN. SPACING FOR 0.157" HILTI P.D.F. INTO CONCRETE (TYP.) 6. STUD PUNCHOUTS TO BE AT LEAST 10 INCHES FROM END OF STUD. 6" LONG MIN. PIECE OF STUD SAME GAUGE AS WALL. STUD TO FIT INSIDE TRACK WEB ATTACH USING: (4�#10-16 SCREWS. 2 GPQ REFER TO �\ SECTIONS FOR TRACK SIZE AND N��' I "�x a ao THICKNESS. 0 i �� 0 Lo REFER TO I I I SECTIONS FOR O FASTENERS TO x 0 STRUCTURE ABOVE REFER TO SECTIONS FOR STUD SIZE. - 1, PER ATI CCRR-0205 REPORT PROVIDE #10 WAFER HEAD SELF -DRILLING SCREWS WITH A MEASURED PAN HEAD DIAMETER OF 0.43" . v G-G MAXTRAK FRAMING SECTION (2) #10-16 HWH SCREWS ON EA. SIDE TO SCREW CONT. 2" 33MIL (20GA.) (33KSI) FLAT STRAP ON EA. SIDE OF THE STUD AT 48" O.C. MAX ALONG THE STUD LENGTH T { x fi I I I (4) #10-16 HWH I 00 x 1 SCREWS TO STUD x AND SOLID • - + I BLOCKING FLAT STRAP INSTALLATION NOTES: 1. FLAT STRAP BRACING SHOULD BE INSTALLED AT 48" O.C. MAX. U.N.O. 2. SPLICE STRAP WITH A 8" STRAP SPLICE W/ (4) #10-16 SCREWS. CONNECT STRAP TO STUD WI (1) #10-16 HWH SCREW IN THE CENTER OF STRAP 1 + x } � C.L. SEE A -A + e 3/4" MIN. a a , ATTACH STRAP TO SOLID BLOCKING M (4) #10-16 a HWH SCREWS ON EA SIDE SOLID BLOCKING INSTALLATION NOTES: FRAME NOTES: 1. SOLID BLOCKING SHOULD BE PLACED AT 8'-0" O.C. MAX, 1. SCREWS SHALL PENETRATE ALL FRAMING COMPONENTS. AT EA, END OF WALLS AND ADJACENT TO OPENINGS. 2. SCREWS SHALL HAVE A MINIMUM OF THREE EXPOSED 2. SOLID BLOCKING (TRACK OPTION ATTACHMENT) THREADS EXTENDING THROUGH THE STEEL BEYOND ALL SHOULD BE MADE OF THE SAME WIDTH OF THE WALL FRAMING COMPONENTS CONNECTED. STUD AND 18GA (43MIL) (33KSI) MIN. TRACK SHOULD BE 3. PROVIDE 1/2" MIN. EDGE DIST. AND 3/4" MIN. SPAC. FOR #10 NOTCH AND FLANGES BENT 90`. AND #12 SELF DRILLING SCREWS. 3. SOLID BLOCKING (CLIP OPTION ATTACHMENT) USE A 3x3x-54MIL (16GA.) (50KSI). THE LENGTH OF CLIP ANGLE SHOULD BE 1/4" LESS THAN THE STUD WIDTH. LATERAL BRACING FOR HORIZ. OR VERT. FRAMING 3/4" 1'-0" OPTION 0 H x c? Lo U ,.., r-_ ....; 0 1, u.« tutu cM Y � w Z 0 Q Q Z m Z LLJ Z '-'-' �... a z w v O N Q 0 N 1 u 00 N^ yyLo.� ui 0 r N 04 >Lo J co m cn LL 00 U- z J Q - Lu 06 Q O 2 Co w LLJ a INNLEy y. w 0:.. 98 � W* + STATE OF ,iOuA. t`` 03/03/2017 m � N� N fM O d CM t� y C O ��. 2A Q LLJ d H G w L 6 z o z F- W o rn cv Q N o o Z � Q G Y w Y 3. U ti r S9 ELECTRICAL,: JANITOR G-3 ........ AC-1 _ :.:.:>::.:.... . 100 CFM 8„ o -1 T o /DOWN TO CD-1 520 CFM G-3 520 CFM 1 HVAC FLOOR PLAN M1 1/4" =1'-0° DELIVERY STAGING ...................... ............................. ....... .. s ......... ........... .................................................................... r UPT KEY NOTES: 0 REMOTE SMOKE DETECTOR TEST STATIONS FOR RTU-1, 2, & 3 PROVIDED BY RTU MANUFACTURER. TEST STATIONS TO BE MOUNTED ON THE MANAGER'S OFFICE WALL. COORDINATE LOCATIONS WITH ARCHITECTURAL PLANS. SECURITY CONTRACTOR SHALL WIRE RTU FACTORY MOUNTED SMOKE DETECTORS TO SECURITY/FIRE ALARM PANEL. MECHANICAL CONTRACTOR SHALL PROVIDE WIRING BETWEEN COMPONENTS AS WELL AS WIRING TO SHUT DOWN THE A/C FAN UPON ACTIVATION OF THE SMOKE DETECTOR. G.C. TO TEST THE SMOKE DETECTOR FUNCTIONS WITH THE WAWA PROJECT MANAGER. OFACTORY INSTALLED SMOKE DETECTORS IN MAIN SUPPLY AND RETURN OF EACH ROOF TOP UNIT. OOWNER SHALL PROVIDE WALL MOUNTED SENSOR(S) FOR EACH MECHANICAL UNIT PER ROOFTOP UNIT SCHEDULE ON SHEET M3. G.C. SHALL INSTALL AND WIRE TO UNIT, BAS CONTRACTOR SHALL CONNECT TO MECHANICAL UNIT ONLY. OCOORDINATE EXACT LOCATION OF EXHAUST FAN PENETRATION WITH ARCHITECTURAL ROOF PLAN. INSTALL GALVANIZED DUCT WORK DOWN FROM FAN, INTO CEILING/JOIST SPACE, AND CONNECT TO CEILING GRILLES. OREFER TO TYPICAL DUCT PLENUM DETAIL ON SHEET M3. OPROVIDE FLEXIBLE CONNECTIONS BETWEEN ALL DUCTWORK AND MECHANICAL UNITS. OCENTER AND LOCATE A 4-WAY DIFFUSER ABOVE C3 (EXPRESS CASE). DIRECT ALL OTHER DIFFUSER AIR FLOWS AWAY FROM THE C3 (EXPRESS CASE). O8 COORDINATE FLEX DUCT WITH STRUCTURE IN THIS LOCATION. COORDINATE TAKEOFF LOCATIONS WITH TRUSS WEB OPENINGS. OOWNER SHALL PROVIDE CO2 SENSOR FOR MECHANICAL UNIT. G,C. SHALL INSTALL AND WIRE TO UNIT, BAS CONTRACTOR SHALL CONNECT TO MECHANICAL UNIT. 10 ROUTE DUCT UNDER BEAM/TRUSS AT THIS LOCATION. 11 ROUTE SUPPLY DUCT DOWN THROUGH GYPSUM BOARD CEILING AND INTO CAVITY ABOVE FREEZER. SEAL AROUND DUCT AT PENETRATION AIR TIGHT AND TERMINATE DUCT WITH OPEN END. 12 COORDINATE AND ROUTE MAIN DUCT IN JOIST SPACE TO AVOID CONFLICTS WITH UTILITIES, 13 UNDERCUT DOOR 1" TO ALLOW FOR TRANSFER OF AIR. HVAC LEGEND SYMBOL DESCRIPTION 10x8 NEW RECTANGULAR OR ROUND DUCT OIE711� FLEXIBLE DUCT 8 SUPPLY AIR DUCTWORK UP THROUGH PLAN VQ RETURN AIR DUCTWORK UP THROUGH PLAN opl EXHAUST AIR DUCTWORK UP THROUGH PLAN JJJJ JJ 900 ELBOW WITH TURNING VANES MANUAL AIR VOLUME CONTROL DAMPER ® 4 WAY SUPPLY DIFFUSER 2 WAY OPPOSED SUPPLY DIFFUSER ®i 2 WAY CORNER SUPPLY DIFFUSER RETURN AIR DEVICE ® EXHAUST AIR DEVICE AC-X AIR CURTAIN LD-X LINEAR SLOT DIFFUSER WITH PLENUM 0 COMBINATION TEMPERATUREMUMIDITY SENSOR 0 TEMPERATURE SENSOR 0 CO2 SENSOR A TYPE MARK XXX CFM CFM RTU-10 MECHANICAL EQUIPMENT TAG CONDENSATE PIPING O EF-X ROOF MOUNTED EXHAUST FAN F- -1 I I I I I I RTU-X PACKAGED ROOFTOP AIR CONDITIONER I I I I I I L—_—J 00 ; M QD Y m ^ T � Z 0 � J J aZ mz - CL WQF- Z � Lu W Q o Q v N 0 N H Lb CC) N Lo 0 U) T 0 T N >Lo J M m e'3 L-0 0 L.L_ Cb Z J Q W od w z Q co w N 0 cr a Ir 0 0 LL CU w Q w w Na. 78474 jx- TE OF 03/03/2017 � o 0 N c� 0 d � cf) o n o w cn o � w a Z Lo N 2 c:, YQ <O .) `O Z W IL 0 cv F O Q W pO� C 0 U d --------- 1 HVAC ROOF PLAN M2 1/4" =1'-0" 0 FACTORY INSTALLED SMOKE DETECTORS IN MAIN SUPPLY AND RETURN OF EACH ROOF TOP UNIT. OINSTALL ROOF MOUNTED EXHAUST FAN PER DETAIL ON SHEET M3. COORDINATE EXACT LOCATION OF FAN PENETRATION WITH ARCHITECTURAL ROOF PLAN. TRANSITION GALVANIZED DUCT WORK AS NECESSARY FROM FAN INTO CEILING/JOIST SPACE. SEE SHEET M1 FOR CONTINUATION. OPROVIDE FLEXIBLE CONNECTIONS BETWEEN ALL DUCT WORK AND MECHANICAL UNITS. OROUTE SCH. 40 PVC CONDENSATE DRAIN PIPING ALONG ROOF. SUPPORT PIPING PER DETAIL ON SHEET M3. OMAINTAIN A MINIMUM 10' CLEARANCE BETWEEN OUTSIDE AIR INTAKES AND EXHAUST TERMINATIONS ON ROOF. OFOOD SERVICE REFRIGERATION EQUIPMENT PROVIDED BY OTHERS. OFOOD SERVICE REFRIGERATION EQUIPMENT MOUNTED ON PRE- ENGINEERED RACK. SEE DETAIL 9 ON SHEET A3 FOR FLORIDA PRODUCT APPROVAL INFORMATION. OFOR SPECIFIC WIND LOADING REQUIREMENTS NOT TO EXCEED 180 MPH SEE STRUCTURAL DRAWINGS. SHEET NOTES: CONTRACTOR RESPONSIBLE FOR USING CURBS PLUS CLIPS ON ALL RTU'S. CLIPS ARE DELIVERED TO SITE AS SEPARATE PACKAGE. a ti . 4= ON ON ON 1N a_ Q W � z Q � J J cn Q Z m Z CL w z U) j Q Q w v � p co Q N F- 6 co N Lo W cr- F- U) T T N >� M _! m cv) Lo 0 LL co Z J Q W = z Q o= M LLI N o cc a Z LL 0 0 cr U w Q tTl LLI p- o N M d O M C �p3 Q> t C� N C C O W Q. W � d G H � tY W 0.. 0 Z LLJ ti � N Z Lu v O C. N FW- O z < Q W V M2 BUILDING LOCATION WIND SPEED ZONE (FBC FIGURE 1609A) ZEPHYRHILLS, FL. 140 MPH �00 \\ PRE-ENGINEERED CURB WITH P.T. WOOD NAILER BY RTU SUPPLIER, REFER TO RTU TIE -DOWN SUPPLIER INSTALLATION ( REQUIREMENTS RTU BASE RAIL, SUPPLIED WITH RTU I I I I 1/4"-14 X 1-1/4" LONG ZINC PLATED TEK SCREWS, 4 EA. THROUGH CLIP/ WOOD NAILER AND 4 EA. THROUGH CLIP/BASE RAIL. co I PRE-ENGINEERED RTU TIE DOWN CLIPS MANUFACTURED BY CURBS PLUS, INC. ROOF TOP UNIT (RTU) ROOFING MATERIALS, REF. ARCH REFER TO STRUCTURAL - SHEETS FOR CURB ATTACHMENT TO FRAME i 1 I _......................................_........................ \ STRUCTURAL SUPPORT FRAMING FOR J.,� RTU CURB. REFER TO STRUCTURAL I V �-------------- SHEETS FOR ATTACHMENT DETAILS. `........i............. NOT TO SCALE -- - -- - - - - - - - I I I 'ALTERN7ATELOCATION IS ON TOP OF JOIST I CHORD I I I l OPEN WEB JOIST ATTACHMENT ---------------- TO STRUCTURE SAFETY HANGER 1"X12 GA WIRE OR 1"X18 GA METAL STRAP UP TO 24" CEILING J CEILING DIFFUSER TYPICAL F FLEXIBLE RETURN[ TAKEOFF' BALANCIN DAMPER ROOF JOIST TYPICAL RIGID SUPPLY DUCT WITH 45' TAKEOFF RIGID DUCT PLENUM FULL SIZE OF UNIT CONNECTION DOWN FROM RTU WITH END SEE PLAN FOR EXACT SIZES, DIRECTION, CAP (TYPICAL) TYPE, ETC. OF RTU DROPS, FLEX DUCTS, AND RIGID DUCTS. CEILING SUPPLY SPIN -IN FITTING WITH INSULATED DUCT DAMPER. AFTER ROUND BALANCING OF SYSTEM FLEXIBLE SCREW DAMPER IN PLACE DUCT (MAX. WITH SHEET METAL SCREW. 8'-0" LONG) SIZE TO jmmmMATCH \ DIFFUSER NECK. ROUND METAL INSULATION DUCT (EXTERNAL INSULATION ................................................. '17 CEILING CEILING DIFFUSER 2 Ceiling Diffuser Runout Detail M3 NOT TO SCALE PROVIDE PLUG FOR PROVIDE CLEANOUT AT EACH MAINTENANCE CHANGE OF DIRECTION OR EVERY 30' DRAIN LINE. SLOPE WITH A FLOW 1/8"/FT MINIMUM TO REAR SCUPPER. CONNECT q WITH 2" AIRGAP DRAIN PLUG A= FAN SUCTION PRESSURE + 1 INCH CONDENSATE PIPE CONDENSATE PIPE SIZE BELOW SLAB MAX. TONS SIZE ABOVE SLAB OR BELOW GRADE 2 3/4" 1-1//4" 5 V 1-1/2" 30 1-1/4" 2" 3 Ceiling Mounted Air Diffuser Support Detail 4 Typical Duct Plenum Detail 5 Condensate Drain Trap Detail M3 NOT TO SCALE M3 NOT TO SCALE MS NOT TO SCALE BIRD SCREEN EXHAUST FAN 4'-0" MAXIMUM GASKET MAXIMUM SAG FASTENERS FAN CURB BASE WALL SCUPPER METAL STRAP (SEE NOTE) PRESSURE TREATED 1/2"PER FOOT 1-1/2" WOOD NAILER OF SUPPORT PREFABRICATED, CONDENSATE LINE SPACING. MINIMUM INSULATED CURB. BASE FLASHING .. GRAVITY DAMPER....:...:::.:..:.:..;.::.:;:..;:.......;....;....;'::::::'.;....:'.; DAMPER TRAY 18"MIN. _ .............................. ..: _ ROOF MEMBRANE FLEXIBLE DUCT �I ROOF INSULATION ............................................ ROOF DRAIN COLLECTOR U. NOTES: METAL ROOF DECK REFERENCE STRUCTURAL 1. DUCT SHOULD EXTEND DRAWINGS FOR CURB DOWN SPOUT - STRAIGHT FOR SEVERAL AVATTACHMENT TO STRUCTURE. INCHES FROM A CONNECTION DUCT SUPPORT ALL AROUND FASTENERS NOTE: INSULATION (WHERE REQ'D) BEFORE BENDING. FASTENED TO DECK & DUCT PROVIDE MIN. (3) 5/16"x2" CADMIUM PLATED 2. SUPPORT SYSTEM MUST NOT FASTENERS PER SIDE. ONE MAX. 4" FROM DAMAGE DUCT OR CAUSE OUT EACH CORNER AND ONE IN CENTER. MAX. OF ROUND SHAPE. WIND SPEED =170 MPH. 6 Flex Duct Support Detail 7 Roof Fan Mounting Detail g Condensation Termination Detail M3 NOT TO SCALE M3 NOT TO SCALE M3 NOT TO SCALE FACTORY PROVIDED #8 STAINLESS SCREW (TYP.; PIPE SUPPORT SHALL BE MODEL #1_5 & PIPE STRAP SHALL BE MODEL #PIPE STRAP. BOTH AS MANUFACTURED BY MIRO INDUSTRIES, INC. SUPPORTS PIPE UP TO1.5" DIAMETER WALK PAD SECTION HEAT WELDED FULL PERIMETER TO ROOF MEMBRANE - ROOF MEMBRANE SCHEDULE 40 PVC CONDENSATE PIPING FFACTORY PROVIDED PIPE STRAP PIPE SUPPORT @ MAX. 4'-0" 0. C. ADHERED TO WALK PAD SECTION 3" WIDE MIN. HEAT ROOF WELD (TYP) SYSTEM g Condensate Pie Roof Support Detail III-M, NOT TO SCALE LAG BOLTS (TYPICAL). REFERENCE STRUCTURAL DRAWINGS FOR TYPE, SIZE, SPACING ETC. -� CURB AND REFRIGERATION UNIT SEALED PER ARCHITECTURAL DETAILS. MASTER BILT REFRIGERATION UNIT PROVIDED BY OTHERS ADHERE PIPE SUPPORT TO WALK PAD SECTION USING ETERNABOND "DOUBLE STICK" ADHESIVE 60 MIL X 1" WIDE APPLIED TO FULL PERIMETER OF PIPE SUPPORT BASE REFER TO STRUCTURAL DRAWINGS FOR CURB CONSTRUCTION AND CURB TIE -DOWN TO STRUCTURE. FULLY COORDINATE INSTALLATION WITH REFRIGERATION UNIT MANUFACTURER. THIS DETAIL SHOWN FOR COORDINATION PURPOSES ONLY. FOR SPECIFIC WIND LOADING REQUIREMENTS NOT TO EXCEED 180 MPH, SEE STRUCTURAL DRAWINGS. BLOCKING BY OTHERS AIR CURTAIN - SEE SCHEDULE FACTORY ACCESSORY MODEL MB123 QUICK MOUNTING PLATE FASTENERS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS STEERING VANE ANGLE SET AT N FACTORY - DO NOT ADJUST f DOORJAMB i MAGNETIC REED DOOR SWITCH �AIR FLOW vl EXTERIOR DOOR �-- OUTSIDE INSIDE 10 Air Curtain Installation Detail M3 NOT TO SCALE OUTSIDE AIR CALCULATION AREA SERVED AREA (SQ CFM /SQFT UNOCCUPIED MIN. O/A REQUIRED # PEOPLE CFM/ PERSON PEOPLE O.A. REQ'D (CFM) COMBINED O.A. REQ'D (CFM) SYSTEM VENTILATION EFFICIENCY TOTAL O.A. REQ'D (CFM) TOTAL O.A. SUPPLIED (CFM) OFFICE 96 0.06 6 1 5 5 11 .799 14 RETAIL 1900 0.06 114 19 7.5 143 257 .799 321 RR'SIMISC. 1 127 0 0 0 0 0 0 1 .799 0 CORRIDORS 1 139 0.06 8 0 0 0 8 1 .799 10 RTU-1 345 345 ELECT. ROOMI 128 0 1 0 1 0 1 0 1 0 0 1 .981 0 FOOD SVC 451 0.18 81 3 7.5 23 104 .981 106 RTU-2 106 110 COFFEE 211 0.06 13 1 5 5 18 .871 20 DELIVERY 332 0.12 40 0 0 0 40 .871 46 CORRIDORS 169 0.06 10 0 0 0 10 .871 12 RETAIL 465 0.06 28 5 7.5 38 66 .871 75 WASH RM. 117 0.18 1 21 1 7.5 8 29 .871 32 OFFICE 60 0.06 1 4 1 5 5 9 .871 10 RR'S/MISC. 137 0 1 0 0 0 0 0 .871 0 RTU-3 195 195 NOTES: 1. OCCUPANCY LOAD VENTILATION REATES ARE BASED ON NET OCCUPIABLE SPACE IN ACCORDANCE WITH 2O14 FLORIDA MECHANICAL CODE, TABLE 403.3. 2. ANTICIPATED NUMBER OF PEOPLE IS BASED ON AN OCCUPANCY LOAD FACTOR (# PEOPLE/SF) VALUE (BASED ON 2014 FLORIDA MECHANICAL MECHANICAL CODE, TABLE 403.3). AIR BALANCE SCHEDULE SYSTEM CFM AC-1 +345 AC-2 +110 AC-3 +195 EF-1 -350 BUILDING POSITIVE PRESSURE +300 HVAC GENERAL NOTES 1. ALL MECHANICAL WORK SHALL MEET ALL THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE, MECHANICAL. 2. CONTRACTOR TO VISIT SITE AND VERIFY ALL CLEARANCES BEFORE FABRICATION OF DUCTWORK AND PROVIDE ADDITIONAL OFFSET AND/OR CHANGES IN DUCT SIZES TO MEET FIELD CONDITIONS AND COORDINATE WITH ELECTRICAL, PLUMBING AND FIRE PROTECTION SUBCONTRACTOR BEFORE ANY CONSTRUCTION WORK. 3. SUPPLY AIR, RETURN AIR, OUTSIDE AIR AND EXHAUST AIR DUCTWORK SHALL BE SHEET METAL CONSTRUCTION. DUCT SHALL BE INSTALLED SECURELY SUPPORTED, HUNG OR SUSPENDED FROM THE STRUCTURE. JOINTS SHALL BE SEALED WITH 3" WIDE GLASS FABRIC TAPE OR FOSTER 30/30 MASTIC OR EQUAL. DUCT CONSTRUCTION, SEALING AND INSTALLATION SHALL BE PER 2014 FLORIDA BUILDING CODE, MECHANICAL AND THE LATEST CODE ACCEPTED SMACNA STANDARDS. 4. OUTSIDE AIR INTAKES (ROOFTOP UNITS, GRAVITY ROOF VENTS, LOUVERS) SHALL MAINTAIN A MINIMUM OF 10'-0" FROM ANY EXHAUST OR SANITARY VENT. 5. ALL TRANSFER DUCTWORK LEADING TO REST ROOMS SHALL HAVE A ZERO LEAKAGE BACK DRAFT DAMPER AS SHOWN ON MECHANICAL DRAWINGS. 6. PROVIDE ALL MECHANICAL EQUIPMENT WITH MANUFACTURER'S RECOMMENDED SERVICE AREA CLEARANCES. 7. ALL ROOF TOP UNITS SHALL BE CONSTRUCTED AND INSTALLED TO WITHSTAND LOCAL WIND LOAD DESIGN. 8. SMOKE DETECTORS SHALL BE FURNISHED AND INSTALLED IN RTU BY THE UNIT MANUFACTURER, WIRED TO THE KEY SWITCH BY THE MECHANICAL CONTRACTOR, AND WIRED TO THE FIRE ALARM BY THE FIRE ALARM CONTRACTOR. SMOKE DETECTORS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 72, NATIONAL FIRE ALARM CODE; NFPA 90A, STANDARD FOR INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS, 2014 FLORIDA BUILDING CODE, MECHANICAL AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. PROVIDE A VISIBLE/AUDIBLE NOTIFICATION PANEL. MAKE: SYSTEM SENSOR SSK451 OR EQUAL, COMPATIBLE WITH BUILDING FIRE ALARM SYSTEM. 9. PLANS AND DIAGRAMS ARE SCHEMATIC ONLY AND SHOULD NOT BE SCALED. 10. HVAC CONTRACTOR IS RESPONSIBLE FOR ANY ADDED ELECTRICAL COSTS WHICH MAY RESULT FROM SUBSTITUTED EQUIPMENT. 11. PROVIDE EXTERNAL DUCT INSULATION FOR SUPPLY, RETURN AND OUTSIDE AIR DUCTWORK. DUCTWORK INSULATION SHALL BE FOIL FACED FIBERGLASS DUCT WRAP WITH A MINIMUM THERMAL RESISTANCE (R) OF 6.0. INSULATION SHALL HAVE VAPOR BARRIER. INSTALL PER MFR. REQUIREMENTS. 12. COORDINATE CEILING MOUNTED DIFFUSERS, REGISTERS, AND GRILLES AND OTHER CEILING MOUNTED EQUIPMENT WITH LIGHTING FIXTURES. 13. TURNING VANES SHALL BE PROVIDED IN ALL SUPPLY DUCT RECTANGULAR ELBOWS WITH ANGLES BETWEEN 15 DEGREES AND LESS THAN 90 DEGREES PER THE SMACNA HVAC DUCT CONSTRUCTION STANDARDS MANUAL. 14. DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. 15. DUCTWORK, DIFFUSERS, REGISTERS, GRILLES, AND OTHER ITEMS OF THE AIR HANDLING SYSTEM SHALL NOT BE SUPPORTED BY THE CEILING OR CEILING SUSPENSION SYSTEM. 16. UNLESS OTHERWISE NOTED, INSTALL DUCTWORK AS HIGH AS POSSIBLE, TIGHT TO BOTTOM OF STRUCTURE. COORDINATE DUCT ELEVATION WITH STORM LEADERS, WATER PIPING, SANITARY DRAINS AND MAJOR ELECTRICAL CONDUITS. 17. CONTRACTOR TO PROVIDE ALL SUPPLEMENTARY STEEL REQUIRED TO SUSPEND MECHANICAL EQUIPMENT & MATERIALS. INSTALLATION OF EQUIPMENT SHALL COMPLY WITH MANUFACTURER'S SPECIFICATIONS AND CLEARANCE REQUIREMENTS FOR SERVICING OF EQUIPMENT. 18. VERIFY VOLTAGE WITH ELECTRICAL CONTRACTOR BEFORE ORDERING EQUIPMENT. 19. PROVIDE A TRAP IN ALL CONDENSATE PIPING SERVING AIR HANDLING UNITS AND ROOFTOP UNITS. SLOPE CONDENSATE LINE 1/8" PER FOOT. CONDENSATE LINES SHALL BE PVC SCH. 40. ALL CONDENSATE DRAIN PIPING SHALL BE PROPERLY SUPPORTED. SEE "CONDENSATE DRAIN TRAP" DETAIL. 20. GUARANTEE; FOR ONE YEAR AFTER DATE OF ACCEPTANCE BY THE OWNER, ALL EQUIPMENT, MATERIALS AND WORKMANSHIP TO BE FREE FROM DEFECT. 21. DO NOT CUT STRUCTURAL MEMBERS WITHOUT PRIOR WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER. 22. FLEXIBLE AND RIGID ROUND DUCT TAKE -OFFS FOR DIFFUSERS SHALL BE THE SAME SIZE AS DIFFUSER NECK. MAXIMUM FLEXIBLE DUCT LENGTH SHALL BE 8'-0". FLEXIBLE DUCT SHALL BE THERMAFLEX TYPE M-KC OR EQUAL. FLEXIBLE DUCT SHALL BE INSULATED FIBERGLASS, R-6, CLASS 1, UL181 LISTED AND COMPLY WITH NFPA 90A AND NFPA 90B. 23. ALL WALL MOUNTED TEMPERATURE, HUMIDITY, AND CO2 SENSORS SHALL BE INSTALLED AT AN ELEVATION OF 54" ABOVE FINISHED FLOOR TO THE TOP UNLESS OTHERWISE NOTED ON DRAWINGS. LOCATION OF THE WALL MOUNTED SENSORS SHALL BE COORDINATED WITH OTHER TRADES FOR A NEAT APPEARANCE. FINAL LOCATION OF SENSORS SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER OR THEIR REPRESENTATIVE IN THE FIELD. 24. PROVIDE FLEXIBLE NEOPRENE DUCT CONNECTORS ON THE DISCHARGE AND ENTERING SIDES OF ROOFTOP UNITS, AIR HANDLING UNITS, FANS AND OTHER VIBRATING EQUIPMENT TO WHICH DUCTWORK IS ATTACHED. 25. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TRADES' INSTALLATION SCHEDULES. COORDINATE WORK SCHEDULE WITH GENERAL CONTRACTOR. 26. REFER TO ARCHITECTURAL DRAWINGS FOR ALL RELATED CONSTRUCTION DETAILS AS APPLICABLE TO THE HVAC SYSTEM. CHASE AND WALL PENETRATIONS INTENDED FOR DUCTWORK AND PIPING SHALL BE VERIFIED WITH ARCHITECTURAL DRAWINGS PRIOR TO INSTALLATION. 27. MECHANICAL EQUIPMENT, DUCTWORK AND PIPING IS SHOWN AT APPROXIMATE LOCATIONS. FIELD MEASURE FINAL DUCTWORK AND PIPING LOCATIONS PRIOR TO FABRICATION AND MAKE ADJUSTMENT AS REQUIRED FIT THE DUCTWORK AND PING WITHIN THE AVAILABLE SPACE. FIELD VERIFY FINAL LOCATIONS TO INSTALL EQUIPMENT IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS REGARDING SERVICE CLEARANCE AND PROPER AIRFLOW CLEARANCE AROUND EQUIPMENT. 28. WHEN THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS NOT CLEAR, OR IS CAPABLE OF MORE THAN ONE INTERPRETATION, SUCH MATTERS WILL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING BEFORE THE SUBMISSION OF BIDS. THE ARCHITECT/ENGINEER SHALL MAKE CORRECTION OR EXPLANATION IN WRITING. 29. PLANS AND SPECIFICATIONS ARE INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED. ALL ITEMS NOT SPECIFICALLY MENTIONED OR SHOWN, BUT NECESSARY FOR THE COMPLETION OF THE INSTALLATION, SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. THIS CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH THE MECHANICAL, ARCHITECTURAL, STRUCTURAL AND ELECTRICAL PLANS BEFORE SUBMITTING HIS FINAL BID. NO ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO THE CONTRACTOR'S FAILURE TO FAMILIARIZE HIMSELF/ HERSELF WITH THE PLANS. 30. CONTRACTOR SHALL SUBMIT THE FOLLOWING EQUIPMENT FOR REVIEW (1 HARD COPY) PRIOR TO ORDERING AND INSTALLATION. CONTRACTOR TO ALLOW SUFFICIENT TIME (APPROXIMATELY 2 WEEKS) FOR EQUIPMENT REVIEW: ROOFTOP UNITS, AIR HANDLING UNITS AND AIR COOLED CONDENSERS, DIFFUSERS AND REGISTERS, EXHAUST FANS AND MAKE UP AIR FANS, DUCT INSULATION, DUCT CONSTRUCTION STANDARDS. AIR DEVICE SCHEDULE DESIGNATION CD-1 CD-2 CD-3 CD-4 LD-1 LD-2 G-1 G-2 G-3 MANUFACTURER PRICE PRICE PRICE ACUTHERM PRICE PRICE PRICE PRICE PRICE SERVICE SUPPLY SUPPLY SUPPLY SUPPLY SUPPLY SUPPLY FILTER RETURN FILTER RETURN FILTER RETURN DESCRIPTION DIRECTIONAL DIFFUSER DIRECTIONAL DIFFUSER DIRECTIONAL DIFFUSER VAV DIFFUSER 48" PLENUM WI (3)1" SLOTS 48" PLENUM W/ (4)1" SLOTS 3/4" X 45' DEFLECTION 3/4" X 45' DEFLECTION 3/4" X 45' DEFLECTION MOUNTING LAY -IN CEILING SURFACE CEILING SURFACE CEILING LAY -IN CEILING LAY -IN CEILING LAY -IN CEILING SURFACE CEILING SURFACE CEILING LAY -IN CEILING MODEL AMD AMD AMD ST-HC TBD14100 TBD14100 630FF 630FF 630FF FACE SIZE 24"x24" NECK + 5" NECK + 5" 241lx24" WA NIA NECK + 3-3A" NECK + 3-314" NECK + 3-3/4" NECK SIZE 18"x18" 6"X6" 12"X12" 24"x24" N/A WA 8"X8" 16"X16" 2010" MATERIAL ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM REMARKS 1,2 2,8 2,8, 6 4,5 4,5 3,7 3,7 3,7 - REMARKS: 1. FOR LAY -IN CEILINGS PROVIDE WITH 18"X18" FULL FACE APPEARANCE DIFFUSER. NECK. PROVIDE WITH FACTORY SQUARE TO ROUND NECK ADAPTER MODEL "SR". 2. PROVIDE WITH FACTORY OPPOSED BLADE DAMPER. 3. PROVIDE WITH FACTORY OPPOSED BLADE DAMPER. OMIT DAMPER WHEN USED AS TRANSFER GRILLE. 4. PROVIDE WITH PLENUM INTERNALLY LINED WITH COATED FIBERBOARD. EXTERNALLY INSULATE PLENUM UPON INSTALLATION WITH DUCT WRAP INSULATION. 5. PROVIDE WITH CENTER NOTCH OPTION (CN) AS REQUIRED WHEN USED IN 24" T-BAR CEILING. 6. PROVIDE WITH INTEGRAL AUTOMATIC CHANGEOVER THERMOSTAT FOR COOLING AND HEATING MODES. 7. FILTER TYPE RETURN GRILLES PROVIDED SOLELY FOR MAINTENANCE PURPOSES. OMIT FILTER UPON INSTALLATION. 8. PROVIDE WITH TYPE 6 BEVELED SURFACE MOUNT FRAME AND FACTORY SQUARE TO ROUND NECK ADAPTER MODEL "SR". HVAC ROOF TOP UNIT SCHEDULE FAN DATA ELECTRIC HEAT UNIT POWER WEIGHT COOLING CAPACITY BASIS OF DESIGN KW @ TOTAL SENSIBLE (LBS. AREA NOMINAL SUPPLY OUTSIDE E.S.P. VOLTAGE CONTROL RTU COOLING COOLING EDB EWB AMBIENT EER MANUFACTURER MARK SERVED TONS AIR AIR (IN.) HP LISTED STAGES VOLTAGE PHASE MCA MOCP ONLY) MBH MBH ('F) ('F) (DB'F/WB'F) [IEER] PRODUCT LINE MODEL NOTES RTU-1 RETAIL 6 2550 CFM 345 1.0 2.0 11.25 1 208 V 3 49 50 886 69.1 58.2 76.7 63.9 94176 12.0 LENNOX LCH074H4 1-22 [16.0] ENERGENCE RTU-2 FOOD 8.5 3500 CFM 110 1.0 2.0 0 N/A 208 V 3 44 50 1165 96.5 82.6 75.1 61.4 94/76 12.4 LENNOX LCH102H4M 4-23 SERVICE [12.9] ENERGENCE RTU-3 RETAIL 6 2300 CFM 195 1.0 2.0 11.25 1 208 V 3 49 50 886 67.2 56.6 75.5 62.8 94176 12.0 LENNOX LCH074H4 2-22 [16.0] ENERGENCE NOTES: 1. PROVIDE CO2 SENSOR FOR INTERLINK WITH BUILDING AUTOMATION SYSTEM. 2. PROVIDE LENNOX HUMIDITROL HOT GAS REHEAT OPTION. 3. PROVIDE REMOTE WALL MOUNTED COMBINATION TEMPERATURE/HUMIDITY SENSOR MODEL 21 W06 4. REFER TO CONTROL SYSTEM NOTES FOR CONTROL COMPONENTS REQUIREMENTS. 5. PROVIDE 5-MINUTE ANTI -SHORT CYCLE TIMER. 6. PROVIDE THRU THE BASE ELECTRICAL AND SINGLE POINT CONNECTION. 7. PROVIDE WITH FACTORY FILTERS. 8. PROVIDE WITH 18" ROOF CURB. 9. PROVIDE FACTORY 15 AMP GFCI SERVICE OUTLET WITH WEATHERPROOF COVER. COORDINATE WITH ELECTRICAL CONTRACTOR TO PROVIDE FIELD WIRING TO RECEPTACLE. 10. PROVIDE WITH FACTORY INSTALLED DISCONNECT. 11. PROVIDE UNIT WITH HAIL GUARD. 12. PROVIDE WITH MOTORIZED DAMPER AND OUTSIDE AIR INTAKE HOOD. 13. PROVIDE MANUFACTURER'S MOTOR AND DRIVE PACKAGE AS REQUIRED TO MEET SCHEDULED AIR CAPACITIES AND PRESSURE DROP. 14. PROVIDE FACTORY APPLIED PHENOLIC COATING FOR CORROSION PROTECTION ON CONDENSER COILS WITHIN 5 MILES OF SALT WATER. 15. PROVIDE BUILDING AUTOMATION SYSTEM (BAS) EQUIPMENT - REFER TO BAS SYSTEM MASTER SPEC FOR SYSTEM DETAILS AND EQUIPMENT PART NUMBERS. 16. PROVIDE FACTORY INSTALLED LONTALK BAS INTERFACE. 17. PROVIDE LENNOX DIRTY FILTER SWITCH. 18. PROVIDE LENNOX IMC CONTROL BOARD (STANDARD ON L-SERIES UNITS) 19. TEMPERATURE SETPOINT: 74'F COOLING, 68°F HEATING HUMIDITY SETPOINT: 50% RELATIVE HUMIDITY. 20. PROVIDE WITH MULTI STAGE AIR VOLUME DRIVE. 21. PROVIDE WITH FACTORY CONDENSATE PAN WATER LEVEL MONITORING DEVICE FOR COMPLIANCE WITH FBC 2014 MECHANICAL,SECTION 307.2.3. 22. PROVIDE WITH FACTORY INSTALLED SUPPLY AND RETURN SMOKE DETECTORS. 23. PROVIDE REMOTE FLUSH WALL MOUNTED TEMPERATURE SENSOR MODEL 76M32. FAN SCHEDULE EXT. STATIC FAN MARK SERVICE CFM PRESSURE TYPE DRIVE SONES HP RPM V/PH MANUFACTURER MODEL NOTES (IN. WATER) EF-1 EXHAUST 350 0.375 DOWNBLAST DIRECT 7.1 1/8 1210 120/1 COOK 101C15D 1,2 NOTES: 1. PROVIDE WITH FACTORY DISCONNECT, FACTORY WIRED SOLID STATE SPEED CONTROLLER, 18- HIGH ROOF CURB WITH DAMPER TRAY, BACKDRAFT DAMPER, AND BIRD SCREEN. 2. WIRE FOR CONTINUOUS OPERATION. AIR CURTAIN SCHEDULE MARK AREA MANUFACTURER MODEL NOZZLE FAN MOTORS MOUNTING NOTES SERVED CFM HP VOLTS PHASE HEIGHT AC-1 DELIVERY/STAGING POWERED AIRE BCE-1-36 2170 (1)1/2 120 1 T-2" 1,2,3,4,5 AC-2 CORRIDOR POWERED AIRE BCE-1-48 2155 (1)1/2 120 1 7'-2" 1,2,3,4,5 NOTES: 1. MOUNT INSIDE BUILDING ABOVE DOOR AT 7'-2" A.F.F. MOUNTING HEIGHT IS FROM BOTTOM OF AIR CURTAIN. 2. PROVIDE ALL NECESSARY MOUNTING BRACKETS AND ACCESSORIES. 3. PROVIDE WITH MODEL SM-300 COMMERCIAL MAGETIC REED DOOR SWITCH. 4. AIR CURTAIN CONTROLLED BY MAGETIC REED DOOR SWITCH, FAN ON WHEN DOOR IS OPEN. 5. NO SUBSTITUTES PERMITTED. DRAWING INDEX SHEET NUMBER TITLE M1 HVAC FLOOR PLAN M2 HVAC ROOF PLAN M3 HVAC SCHEDULES,NOTES AND DETAILS 00 V ON ON co Y m FL Q Lu W Z O J J (/) m z H Lu w z � w j O Q Q co v 0 NJ LO 00 N L0 4t w w 0 W r O r N04 >LO J m m `", Ln 0 LL OO Z J J Q LLl = w °� O } c'M = auj a J F_ W z Q U) Lu F_ 0 z J Lu 0 U) 0 w Q w y N5lit . TATE OF tt3t�lt 03/03/2017 m � 0 o N M 0 d M o s U) c o 2 .,EL w F- G w a 0 z O N 2 0 o `L w N o s 9 a w 1E a 11 Master Bilt Mount Detail M3 NOT TO SCALE .t 13'-4 01. DIMENSION REFERENCE LINE. (CENTERLINE OF BUILDING) - 1 WASTE PIPING PLAN 1/4" = T-0" LINE. (CENTERLINE OF BUILDING). I.E. = -3.25 @ 5'-0" OUTSIDE BUILDING GENERAL NOTES 3.26 I.E. AT 5-0" OUTSIDE BUILDING IS A COMMON ELEVATION FOR REFERENCE. COORDINATE ACTUAL ELEVATIONS WITH SITE CONTRACTOR WITH REGARDS TO SITE SANITARY MAIN INVERT. PLUMBING KEYNOTES O2" COPPER PIPING FITTINGS TO ADAPT TO UNIT AND EXTEND TO THE FLOR DRAIN. OMAKE THE FIRST 10' OF SANITARY PIPING FROM FLOOR SINK AT THE B12.2 RETHERMALIZER CAST IRON INSTEAD OF PVC. O3 MAKE THE FIRST 10' OF SANITARY PIPING FROM FLOOR SINK AT THE B9.1 HOT FOOD TABLE CAST IRON INSTEAD OF PVC. O6" SCHEDULE 40 ELECTRICAL PVC W/ LONG SWEEP ELBOWS SHALL BE USED FOR REFRIGERANT LINE CHASE. STUB UP 2" A.F.F., BY PLUMBING CONTRACTOR. ORUN REFRIGERATION PIPE DOWN IN WALL THRU 6" PVC PIPE W/ LONG SWEEP ELBOWS STUB UP. PIPE SHALL BE 6" SCHEDULE 40 ELECTRICAL PVC. OFD-2 GRATE TO BE SET FLUSH WITH TOP OF CONCRETE AND UNDER PARTITIONS. OFCO TOP TO BE SET FLUSH WITH CONCRETE. OFLOOR DRAINS LOCATED IN BATHROOMS TO BE LOCATED UNDER PARTITIONS, COORDINATE WITH PARTITION CONTRACTOR. OPLUMBER TO SET WALL ROUGH -IN HEIGHT AT 12" ABOVE FINISHED FLOOR FOR MW5.4 COFFEE SINK COORDINATION. 10 MAKE THE FIRST 10' DOWN STREAM OF PIPING FROM FLOOR SINK AT THE B54 (BREAD OVEN) CAST IRON INSTEAD OF PVC. 11 1-1/2" PVC BELOW FLOOR FOR 1/2" HW LINE TO B9.1. zo 0. lit W Y co co Q � ^ cr T c0 G MQ/�� W Z ILLI W vJ Lu CL W v Q N Q 0 N Lb 0o N Lo W 0 vJ T 0 T N >ul J CM m cy:) L-0 0 L-LJ ap LL z n j Q w= odcr M LU w :D N cr CL Z L.� 0 Z CL CL W LLJ ) o C!Q tTj LU vNGE A. 78474 Q.S� ATE OF cl WONAL lfollint 03/03/2017 o M N fM O d M O 7l t t� O_ .0 UJ U) G W a C z 0) N N Y WW DOMESTIC COLD 1 WATER SUPPL� (SOFTENED) Th DOMESTIC COLD CSR WATER SUPPLY SYSTEM (NON -SOFTENED) 1/2" SR-X FILTER BOOSTER PUMP 1/2 11 MOUNTED ON BIB RACK a' BYPASS VALVE (PROVIDED BY (NORMALLY CLOSED FREESTYLE) r MODEL - MCCANNS 16-2173 RACK "BIB" REFER TO ARCHITECTURAL PLANS FOR LOCATION OF BIB RACK REFER TO CSR DETAIL FOR PIPING ARRANGEMENT ICE MACHINE FREESTYLE MACHINE TO FOODSERVICE EQUIPMENT 1/2" 1 /2" ' FREESTYLE MACHINE FLOOR EVERPURE FILTER (MOUNTED ON WALL) HUB DRAIN (1) FREESTYLE - FILTER EV9278-12 (PROVIDE I — (2) FREESTYLE - FILTER EV9278-13 ACCESS FOR v CLEANING) NOTES: 1. COORDINATE ALL EQUIPMENT WITH FREESTYLE, ARCHITECT AND WAWA. 2. COORDINATE ACCESS TO HUB DRAIN WITH ARCHITECTURAL. 2 FREESTYLE PLUMBING DETAIL NOT TO SCALE 1/2" CW TO POWER 2 WASH (D8) _ _...._ 1 1 1/2 UNSOFTENED WATER... PLUMBING KEYNOTES OLOCATE SHUT-OFF VALVES 24" BELOW CEILING IN WATER ROOM. O1/2" PW SUPPLY DN TO OUTLET BOX. ORUN 3/4" CSRX WATER LINE DOWN NEAR WALL AND CONNECT TO (2) B37.1 & B53. ADD WATER FILTER TO B53. O4 1/2" TRAP PRIMER TO FLOOR DRAIN FOR WALK-IN REFRIG. LOCATE MANIFOLD 12" ABOVE DROP CEILING. OBALANCING VALVES SET TO 1 GPM. O1/2" CSR WATER TO B26.2 (2), 1/2" CSR WATER TO B29.1,1/2" CSR WATER TO FUTURE ICE MACHINE. ORUN 1/2" HW LINE UNDER SLAB AND THEN COME UP TO CONNECT TO B9.1. PEX PIPING TO BE USED. RUN PEX UNDERGROUND INSIDE 1-1/2" CONDUIT. O8 3/4" CSR AND CW FEMALE FLEXIBLE HOSE CONNECTIONS TO B54 BREAD OVEN. CSR TO GENERATOR AND TAP WATER TO CLEAN THE OVEN. ORUN 1/2" HW LINE AND CONNECT TO B12.2. 10 1/2" CSR WATER LINE TO C21. 11 1/2" CSR WATER TO C23. 12 1/2" FW WATER TO Ca 1/2" CSR WATER TO C28. 13 LOCATE WATER LINE ALONG STUDS ABOVE ACCESS PANEL. AVOID CONFLICTS WITH ELECTRICAL LINES. 14 112" FW WATER TO C22,1/2" CSR WATER TO C26. 15 MANIFOLD OF VALVES FOR RESTROOMS TO BE LOCATED 12 INCHES ABOVE DROP CEILING. 16 1/2" TRAP PRIMER TO FLOOR DRAINS IN MEN'S AND WOMEN'S RESTROOM. LOCATE MANIFOLD 12" ABOVE DROP CEILING, 17 2" DOMESTIC WATER MANIFOLD, 1" CW TO CSR SYSTEM, 2" CW TO TOILET ROOMS AND 1 1/2" CW TO STORE, 18 1/2" TRAP PRIMER TO FLOOR DRAIN IN WATER SERVICE ROOM. LOCATE 12" ABOVE DROP CEILING. 19 INCOMING PRESSURE TO BUILDING SHALL BE A MINIMUM OF 55 PSI STATIC AT STREET AND A MINIMUM OF 50 PSI STATIC SHALL BE MAINTAINED AT BUILDING AFTER METER AND BACKFLOW. INSTALL A 1" WATER SUB -METER WITH 10 GALLON DRY CONTACT PULSE FOR INTERLINK TO BAS SYSTEM. 20 WATER SERVICE SHALLCOME DIRECTLY INTO BUILDING WITH NO FITTING PER SITE ENGINEERING PLAN SE-1. (DEEP LONG SWEEP IS REQUIRED TO GET INTO BUILDING.) 21 2" DOMESTIC WATER SERVICE. METER LOCATED IN EXTERIOR PIT. SEE CIVIL PLAN FOR CONTINUATION. O1 1/2" LAWN IRRIGATION SPRINKLER SUPPLY. VERIFY REQUIREMENTS WITH WAWA PROJECT MANAGER. 23 3/4" COLD WATER LINE RUN DOWN IN WALL AND THEN UNDERGROUND. CONTINUE COLD WATER LINE UNDERGROUND TO WALL HYDRANT LOCATED IN COLUMN IN GAS CANOPY AREA. USE BLACK POLY PEX PIPE. REFER TO GAS CANOPY SHEET CA-1. 24 1 112" LAWN IRRIGATION SUPPLY, 1" RPZ BACKFLOW PREVENTER,1" WATER SUB -METER - WITH 1 GALLON DRY CONTACT PULSE FOR INTpFILINK TO BAS SYSTEM. (DO NOT INTERLINK IRRIGATION TO BAS IF RECLAIM WATER IS AVAILABLE.) 25 BOOSTER PUMP CONTROLLER (WITH BYPASS SEE WATER RISER.) 26 DIAPHRAGM TANK. P7 ACI PRESSURE TRANSDUCER, PART # A/GP-100-20. 28 WATER PRESSURE GAUGE. 29 1/2" CW BEFORE WATER SOFTNER SYSTEM FOR FREESTYLE. OFREESTYLE FILTER MOUNTED TO WALL. 31 FREESTYLE BOOSTER PUMP MOUNTED ON BIB RACK AT APROX. 6-6'. OCSR SURGE TANK MOUNTED ON PLATFORM. (MOUNT @ 7'-10" A.F.F.). O1/2" TRAP PRIMER TO FLOOR DRAINS FOR RETAIL WALK-IN REFRIG. LOCATE MANIFOLD 12" ABOVE DROP CEILING. O1/2" TRAP PRIMER LINE TO FLOOR DRAIN IN DELIVERY STAGING. � DOMESTIC WATER PIPING: =1 1/2"o CW= = = = GUARD GOLD CTS CPVC PIPING AND 1/2's P 1 USE FLOW OFFICE ------------- FITTINGS. ti I I 1 N 11 u WATER SOFTENER . ,; :. ', _ ', II MFR. KINETICO _.._. 18 `� �.... .. MODEL #: CP216sOD 1 WATER PIPING PLAN P2 1/4" =1'-0" 1 �t V co W Y O � ^ T c Z oQ � J J Cn Q Z m a, W Lu z � � Q z w � v � O N Q 0 N H 00 N LO W c 0 1-- C!) T CD T N >LO J CM m °'' ILL 00 L.L Z J Q J W = w m 3: _� O z Q = M w W N o a Z J Z uj w w w y.. Nip.€ r fir.. ''ice '• `r�£Drtii��`. ,:.• ��E 03/03/2017 C) O 0 N fM O d j CM O .a d L C� N O C OLLJ O +' N H co W a 6 Ll z O v 0) N 2 > > Y N OVERFLOW SCUPPER 1 PLUMBING ROOF PLAN 1/4" =1'-0" PROJECT SITE = COUNTY, FL 100 YEAR,1 HR RAINFALL = 4.5" (ROUND UP TO 5") TOTAL ROOF AREA = HORIZONTAL PROJECTED AREA = HALF THE AREA OF VERTICAL WALLS THAT DIVERT WATER TO THE ROOF. OVERFLOW LOW DRAINAGE: CALCULATED FROM FPC TABLE 1106.2 AS MODIFIED BY SECTION 1108.3 ROOF VERTICAL PIPING LABEL TOTAL AREA LARGEST TRIB AREA QTY. DIAMETER REQ'D QTY. DIAMETER PRV'D A 5,723 SF 2,348 SF 4 3" 3 4" B 724 SF 362 SF 2 3" 2 4" C 1276 SF 208 SF 3 3" 5 4" D 220 SF 119 SF 1 3" 2 4" E 278 SF 139 SF 1 3" 2 4" TABLE 1106.2 (1) SIZE OF VERTICAL CONDUCTORS & LEADERS DIAMETEROF LEADER (INCHES) 1 HORIZONTAL PROJECTED ROOF AREA (SQUARE FEET) RAINFALL RATE (INCHES PER HOUR) 2 3 4 6 2 2,880 1,440 960 720 575 480 3 8,880 4,400 2,930 2,200 1,760 1,470 4 18,400 9,200 6,130 4,600 68 3,070 5 1 34,600 17,300 11,530 8,650 6,920 5,765 6 1 54,000 27,000 17,995 13,500 1 10,800 1 9,000 8 1 116,000 58,000 38,660 29,000 1 23,200 1 19,315 ROOF DRAINAGE CALCULATIONS 12" =1'-0° A Q S a 00 elA C'M CO w O Y m 0- Q w 2-7Er Q � J J U) Qz m Z w z U) j CL Q w v CDQ (COM 0 N H Lid 00 N L-0 W I 0' H U) IT- C) T N >LO M m C'7 Lo L LJL J -j Q w= w 06 cr a CO Q- cn w w o =) N cr CL 1..L LL 0 0 MZ CW G w H J w w U) NNO I fF.iltff.No, 18474 ti r r TE OF � �T /t3-/0 YALI, tfft111i.j'�- 03/03/2017 o � N M d O CM 7 O t V � C C O .0 w in Dlm H w a 0 z pLO Z V 0 ^ w N O Z 3 Q c W e Y d 1/2"PW SUPPLY DOWN TO OUTLET BOX A� ♦ ` BV-1 1/2" TRAP PRIMER TO FLOOR DRAIN IN DELIVERY STAGING POWER 1/2" CW TO SANITIZING WASH (D8) EQUIPMENT (54" A.F.F.) HW AND CW TO EWH-1 BACKFLOW WHA PREVENTER 1 (TYP) RP-1 WC-1 AAV 1/2" TRAP PRIMER TO FLOOR DRAINS IN WOMEN'S RESTROOM. LOCATE MANIFOLD 12" ABOVE DROP CEILING t 3/4"DOWN TO WCH % M LAV-1 U WHA (TYP) v MX-2 1 1 PWR a,y ♦ MX-2 c?) N `'' '� x II +♦ � � I —� p MX-1 t I � U U I ro SR-X 1 ♦ 1 I m 1 �1 o / 1 G MR-1 O 1 N L) 1 1 B26.2 2 L) MX-2 B26.2 1 i� 0 CSR B29.1 I � N iv i MW5.4 J , I 1 ♦ Sig" 1 � / FUTURE ICE MW4 1� 1 1 `♦ MACHINE �G\11 ♦/ U 10 II 1 U I m ♦ 1 N 7t N M 1 t4 I N 2 1 cn LAV-2 ,/� JJ NI 1� I �, � � N / #*/ F3 - 1 � F5 1401, .01 1 �' / MW9.1 � G� / I m iv CSR AND CW iv / B40 B371 1 N �' I FOR B54 OVEN N + B37.1 F5 N ♦ 1 B12.2 /� U 3: 1 x ♦ Ft'I� RUN 3/4" CSR WATER 1 can �� ♦ GS LINE DOWN NEAR WALL C21 C23 + y` AND CONNECT TO (2) F5 /� J 1 WATER \ ♦ B37.1 & B53. ADD WATER 1/2" TRAP PRIMER TO FLOOR C22 FILTER TO B53. �� ♦ FILTER TO B53. DRAINS FOR WALK-IN REFRIG. i/ 7 LOCATE MANIFOLD 12" ABOVE C22 a c a ♦ B9.1 ' DROP' CEILING. FREESTYLE FILTER MOUNTED TO WALL AND FREESTLYE BOOSTER 1 \1 �G` � ♦ ,�\`L m� L000p/ // i� PUMP ON RACK. 40�ASP +�♦ �/ 40 RUN 1/2" HOT WATER LINE UNDER ��\`L ♦ 001, SLAB AND THEN UP TO EQUIPMENT /i B9.1. PEX PIPING TO BE USED. *q a �`��♦ �+ �� ♦♦ 1/2" TRAP PRIMER TO FLOOR DRAIN C IN WATER SERVICE ROOM. LOCATE 12" ABOVE DROP CEILING. 1/2" CW BEFORE WATER a Ct, SOFTENER SYSTEM 1 FOR FREESTYLE aAlti WATER PRESSURE GAUGE 111 N ACI PRESSURE TRANSDUCER, `\�� PART # A/GP•100-20 2" DOMESTIC WATER MANIFOLD, DIAPHRAGM TANK 1" CW TO CSR SYSTEM 2" CW TO TOILET ROOMS I BOOSTER PUMP 1 1/2" CW TO STORE RPZ 1 II I 1 CSR SURGE TANK MOUNTED ON PLATFORM. N IM (MOUNT @ T-10" A.F.F.) m M WHA WHA actv (TYP) / f 1� w♦ I 1F I P MX-1 1 1 U N II / �� UR-1 ♦ � I 1 I J LAV-1 �/ 1 //� UR-1 �♦ M M LAV-2 N **% ;r/2 ' WC-1 1/2" FILTERED h' WATER WC-1 1/2" TRAP PRIMER 1 TO FLOOR DRAIN IN RESTROOM v N 1 I 1 1 I EWC-1 ER SO1 II DOMESTIC WATER PIPING: WATER SOFTENER WAT KINE FTE U USE FLOWGUARD GOLD CTS 11 0 CPVC PIPING AND FITTINGS. MODEL #: CP216sOD �' m 1 I WATER SUB -METER: i 1 i Bi6-A31-A04-0412A-11"MAIN WATER SUB -METER B16-A31-A04-0312A-1 1" IRRIGATION WATER SUB -METER 1 FOR 2" MAIN WATER USE 1" WATER SUB- M WCH METER WITH 10 GALLON DRY CONTACT PULSE FOR INTERLINK TO BAS SYSTEM. 0 PWR M V M 61 � N 3/4" COLD WATER LINE RUN DOWN IN WALL AND THEN ♦ N1 UNDERGROUND. CONTINUE COLD WATER LINE `♦ UNDERGROUND TO WALL HYDRANT (WCH-1)LOCATED IN COLUMN IN GAS CANOPY AREA. USE BLACK POLY ' PIPE. REFER TO GAS CANOPY SHEET CA-1 1 1/2" LAWN IRRIGATION SUPPLY, 1" RPZ BACKFLOW PREVENTER,1" WATER SUB -METER WITH 1 GALLON DRY CONTACT PULSE FOR INTERLINK TO BAS SYSTEM. (DO NOT INTERLINK IRRIGATION TO BAS IF RECLAIM WATER IS AVAILABLE.) VERIFY REQUIREMENTS WITH WAWA PROJECT MANAGER. 2" DOMESTIC WATER SERVICE. METER LOCATED IN EXTERIOR PIT. SEE CIVIL PLANS FOR CONTINUATION WATER SERVICE SHALL COME DIRECTLY INTO BUILDING WITH NO FITTING PER SITE ENGINEERING PLAN SE-1. (DEEP LONG SWEEP IS REQUIRED TO GET INTO BUILDING) 3" VTR 36" ABOVE ROOF fM II JL.' II �'�� II ` I I A& � II II II II �` FCO II II II S >I II N N III Q MW9.1 FS-1 FS-5 --\ 1/2" TRAP PRIMER TO FLOOR DRAINS FOR RETAIL WALK-IN REFRIG. LOCATE MANIFOLD 12" ABOVE DROP CEILING U N 1 I 1 I 1 (_2___� WATER PIPING RISER 2" VENT OBE CONNECTED WITH GREASE INTERCEPTOR AT e THE INLET AND OUTLET. 2" VENT BELOW GROUND TO GREASE INTERCEPTORS II �� N>nIIIIIIIIIIIIII IIIIIIiI IIIIi ��r� v�\ •Z vMR-1 2"0 �1A�IIIIII1,IIIIII I5NI ��v WCO 4 GREASE I.E. =-3.25 @FD 1CO liI 5-0" OUTSIDE0 I ' WC-1 BUILDING HUB-1 LAV-2 FDV1LA-II � i� UR-1 II !! MINIMUM OF 36" ABOVE ROOF (TYP). S / rLAV-1,&U� � -1 WCO` II II FCO WASTE PIPING RISER II WC-1 II 4" SANITARY I.E. =-3.25 @ 5'-0" OUTSIDE BUILDING 2" VTR 36" ABOVE ROOF II II II II EWC-1 0040 HUB-2 HUB-1 FD-1 bfo�c-2m 4" SANITARY I. E. _ -3.25 @ 5'-0" OUTSIDE BUILDING 00 04 Lim' 0 t ON f6w .�.; 0 c W CM O � cr Q Z o � Q J Q Z w m C Z z w j Q Q v O N O 1 00 L ui O U) T_ C) T N >Lo J mCM c'3 � Z LL L.L J Q W a w M 0- W o N cr EL VJ Q oC 0 Q 0 cr Lu LU U) w w o � � N co 0 d M O c o o �. aw e cn m o cl w a d z Z � N Y THERI SINK H&CW SUPPLIES �- (3) COFFEE CW SUPPLIES SET PIPING TIGHT & PARALLEL TO LOCATE ALL WATER SIDE PANELGG PIPING IN THIS CABINET ONLY /NOTE: 1. REFER TO WATER SERVICE RISER DIAGRAM AND CSR SYSTEM ELEVATION FOR ADDITIONAL INFORMATION. COFFEE BREWER MANIFOLD NOT TO SCALE VACUUM CHECK VALVE RECIRCULATION RELIEF VALVE WATER HEATER DETAIL >�O/, , NOT TO SCALE PUMP / (RP 1) NK UNION (TYP) y � �RS4Ap4 Y HOT WATER c!y RECIRCULATION `s�Ap4Y PIPE ,SS � XT-8 WILKINS GATE VALVE (TYP) THERMAL EXPANSION TA ASME TEMP. &PRESSURE RELIEF VALVE TANK DRAIN VALVE 1-1/2" HIGH GALVANIZED STEEL DRAIN PAN WATER HEATER ON STEEL FRAME PIPE THRU WALL TO MR-1 CLEANOUT AND ACCESS COVER. TOP OF COVER TO BE FLUSH W/TOP OF FLOOR FLOOR LINE w . ,c 1/8" C.I. BEND BALANCE OF PIPING SAME AS CLEANOUT TO GRADE 7 FLOOR CLEANOUT DETAIL P5 NOT TO SCALE 3/4" CSR WATER SUPPLY EQ'S B26 & B29 LOCATE OUTLETS AND PIPING TIGHT TO THE UNDERSIDE OF ADJACENT THE COUNTER TOP WALL OR CABINET o� N 1/2" PIPING TO POWERWASH OUTLETS POWERWASH UNIT AND HOSES BY OTHERS ❑© I I NnTFC• II 3 OUTLET MANIFOLD 3/4" THREADED HOSE CONN. (TYP.) DRILL HOLE THRU SHELF FOR INSTALLATION 1/2" CW SUPPLY 0 SANITIZER SUPPLY zo d- WALL MOUNTED FAUCET POWER WASH PIPING P5 / NOT TO SCALE ALL PIPING FOR HOTSY UNIT IS TO BE SCHEDULE 80 GALVANIZED STEEL, 1/2" DIA. USE TEFLON TAPE ON FITTING JOINTS. PIPE DOPE PROHIBITED. ° ALL BALL VALVES SHALL BE CARBON STEEL, RATED FOR HIGH PRESSURE USAGE. o PROVIDE SWITCH ON WALL. ° SEE ARCHITECTURAL SHEETS FOR MOUNTING HEIGHT OF BOXES. BOXES FURNISHED BY HOTSY. o PROVIDE SECURITY BLOCKING AROUND PIPING AS IT ENTERS BOX. ° PIPING SHOULD EXTEND ONLY 1/2" INTO BOX, FOR INTERIOR WALLS EXTEND PIPE THROUGH THE BACK CENTER OF THE TOP OF THE BOX. ° LEAVE ROOM UNDER THE BOX FOR WALL MOUNTED HANGER SUPPLIED AND INSTALLED BY HOTSY. o COLD WATER SUPPLY SHUT-OFF VALVE SHALL BE ACCESSIBLY LOCATED. LOCATE SHUT-OFF VALVE BELOW THE MOUNTING PLATFORM, AT 5'-0" ABOVE FINISHED FLOOR. DETAIL DRAIN FROM ^^^ ^ • ' FIXTURE 5 FLOOR SINK DETAIL P5 NOT TO SCALE C-CLAMP PIPE HANGER FOR TOP ANGLE 3/8" 0 ALL THREAD ROD ADJUSTABLE SWIVEL PIPE HANGER RING BAR JOIST g PIPE HANGER DETAIL P5 NOT TO SCALE SANITIZING SYSTEM CONTROL PANEL AND HOSE, PROVIDED BY OTHERS. 2" GAP BETWEEN DRAINBOARD AND WALL 1/2" COPPER TUBING PROPERLY SECURED TO WALL 3/4" THREADED HOSE CONNECTION BACKFLOW PREVENTER SCHEDULE PLUMBING GENERAL NOTES 1. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND GOVERNING AUTHORITIES. I.E.: FLORIDA BUILDING CODE 2014. SERVICE & APPLICATION MANUFACTURER SERIES MODEL # SIZE REMARKS 2. ALL SANITARY PIPING 2-1/2" OR LESS SHALL HAVE A 1/4" PER FOOT SLOPE. ALL SANITARY PIPING 3" OR LARGER SHALL HAVE A 1/8" PER FOOT SLOPE UNLESS OTHERWISE NOTED. ALL STORM WATER PIPING 2-1/2" OR LESS SHALL HAVE A 1/4" PER FOOT MINIMUM HORIZONTAL SLOPE. ALL STORM WATER PIPING 3" OR LARGER SHALL HAVE A MAIN WATER SERVICE WATTS REGULATOR SERIES 909 MODEL LF909M1QT S 1'" WHEN A'RPZ" TYPE IS REQUIRED 1/8" PER FOOT MINIMUM HORIZONTAL SLOPE UNLESS OTHERWISE INDICATED. 3. VALVES AND FITTINGS SHALL BE OF SAME SIZE OF LINE ON WHICH THEY ARE LOCATED, UNLESS OTHERWISE INDICATED ON DRAWINGS. 4. INSTALL WATER HAMMER SHOCK ARRESTORS AT EACH FIXTURE OR BATTERY OF FIXTURES WHERE REQUIRED. ARRESTORS SHALL BE FACTORY FABRICATED. INSTALL WHEN A DOUBLE CHECK VALVE IS MAIN WATER SERVICE WATTS REGULATOR SERIES 007 MODEL LF007M2QT-S i'/z" REQUIRED ARRESTORS AND SIZE PER PLUMBING AND DRAINAGE INSTITUTE STANDARD P.D.I. WH-201. ACCEPTABLE MANUFACTURERS: JOSAM, WATTS AND SIOUX CHIEF. AIR INCREASER WITH 3° CHAMBERS SHALL NOT BE CONSIDERED AN EQUAL TO WATER ARRESTORS AS SPECIFIED. WATTS REGULATOR SERIES 909 MODEL LF909M1 QT S 1" WHEN VALVE IS LOCATED INSIDE SNAP STRAINER. INSTALL SNAP -IN TOP OFF HUB 1"ABOVE LAWN IRRIGATION 5. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING FIRE RATING AND WEATHERPROOFING INTEGRITY OF ALL PIPING AND PENETRATIONS. THE BUILDING 6. ALL WATER SUPPLY AND SANITARY LINES SHALL RUN AS CLOSE TO PLANS AS POSSIBLE WITH NO CHANGES IN SIZING. FINISH FLOOR (FOR 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY SUPPORTING DEVICES FOR FIXTURES. RECEIVING CONDENSATE LAWN IRRIGATION WATTS REGULATOR SERIES 800 MODEL LF800M4FR 1" WHEN VALVE IS LOCATED 8. CHANGES IN THE DIRECTION OF TARY AND STORM DRAINAGE PIPING SHALL NOT BE MADE WITH NGS WILL CAUSE VE N THE ONLY). FINISHED FLOOR OUTSIDE OF THE BUILDING VELOCITY OF FLOW OR CREATE ANYIOTHER ADVERSE EFFECT.I.E.: USE OF SANITARY TEE IN A HORIZONTAL CONNIECTION, USE OF A DOUBILE SANITARYO EIE IN A 4 " M-NPT INLET/OUTLET VERTICAL STACK, USE OF SHORT RADIUS FITTINGS FOR BRANCH TO HOUSE DRAIN OR STACK CONNECTION. COFFEE & CAPPUCCINO MACHINES WATTS REGULATOR SERIES SD-3 MODEL SD3-MN INDIRECTLY ROUTE VENT 9. CONTRACTOR SHALL GIVE 24 HOURS NOTICE TO APPLICABLE UTILITY COMPANY PRIOR TO PERFORMING WORK INVOLVING UTILITIES. - - DISCHARGE LINE TO FLOOR SINK F APPROVAL F THE NATIONAL SANITATION FOUNDATION. 10. ALL DRAINAGE PIPING SHALL BE MARKED WITH THE SEAL 0 0 0 0 S 0 0 _ • , a .. . IN DE 2 14 PLUMBING D WATER SUPPLY LINE THE INSTALLATION SHALL COMPLY WITH THE FLORIDA BUILDING CO 0 11. WHERE SANITARY SEWER LINES CROSS UNDERGROUND SU S S " M NPT INLET/OUTLET 3 HUB DRAIN DETAIL P5 NOT TO SCALE 2 3/4" CL 43/411 TOILET FLUSH VALVE SENSOR MOUNTING NOT TO SCALE i NOTE: PROVIDE UNIONS IN INDIRECT WASTE PIPING TO ALLOW FOR REFRIGERATION EQUIPMENT REMOVAL. PIPE IW SEPARATELY FOR EACH UNIT. (g-� CONDIMENT COUNTER DIAGRAM P5. NOT TO SCALE 3/4" H&CW SUPPLIES TO FAUCET BALL VALVES (TYP.) CABINET u l u l BOTTOM 1/2" BFP WATTS SERIES #009QT FLOOR MX-2 (1/2") MIXING VALVE WATTS 3/4" H&CW SERIES MMV-1/2" SET @ 90oF FROM WALL NOTE: REFER TO WATER SERVICE WATER RISER DIAGRAM FOR ADDITIONAL INFORMATION. 11 TEMPERED WATER @ SANITIZING SYSTEM 10 COFFEE STEP-UP COUNTER PIPING \P� NOT TO SCALE SHUTOFF VALVE TRAP PRIMER VALVE (MAXIMUM OF 8 DRAINS) "PRECISION PLUMBING PRODUCTS" DISTRIBUTION UNIT REQUIRED WHEN USED FOR MORE THAN ONE FLOOR DRAIN 1/2" TYPE "K" SOFT SEAMLESS COPPER WITH NO JOINTS BELOW FLOOR SLAB. SLOPE AT 1/8" PER FOOT MINIMUM TO FLOOR DRAIN CONNECTION. FLOOR DRAIN NOT TO SCALE PRESSURE SENSOR & PRESSURE GAUGE. BAS INTERFACE CHECK VALVE 1" FLEX -TUBING 3-WAY BALL VALVE TO SURGE TANK, W/ QUICK - DISCONNECT 202 PRE -FILTER F DUAL SYS7 PREVENTBACK OER �t1 II II 1i II II II wll I�IIuh1l 1" CW SUPPLY EXPRESS LINE FINISHED FLOOR Z NOTE: THE INTENT OF THIS ELEVATION IS TO SHOW r, THE "CSR" WATER EQUIPMENT, OUTLET a' LOCATIONS, PIPING CONFIGURATION, AND GENERAL WATER HEATER ARRANGEMENT. FOR ADDITIONAL INFORMATION, PIPE SIZES, BACKFLOW PREVENTER TYPES, NOTES, ETC.. REFER TO THE WATER RISER DIAGRAM AND EQUIPMENT SCHEDULES. ./ P-TRAP FLOOR DRAIN WITH TRAP PRIMER DETAIL NOT TO SCALE BRANCH LINE TO FIXTURE SHALL BE RUN 12"(+/-) ABOVE TOILET ROOM CLG. cn W 8 l N U U U F� NU' dddddd Q H Uj J J J w w w w w w U �w Q Q Q Z z � z z z ^ a w W� wIL _ z ACTIVATION - ¢ `j- a q °C s DRAIN VALVE w uj o > m w Cc CL N N N i N N m m N N N m m m U Y d d d d d U m w w w w w � m Ouj v d d 14 CSR WATER OUTLET ELEVATION P5 NOT TO SCALE o� N CARBONATOR & FCB ICEE MACHINE WATTS REGULATOR SERIES SD-3 MODEL SD3-MN INDIRECTLY ROUTE VENT ARTICLE 603.2.CONSTRUCTED OF DUCTILE IRON PIPE (10' EACH SIDE OF WATER MAIN) OR THE WATER LINES SHOULD BE MODIFIED TO PROVIDE 8" MINIMUM CLEARANCE. DISCHARGE LINE TO HUB DRAIN 12. ALL FLOOR DRAINS SHALL BE PROVIDED WITH A TRAP PRIMER VALVE AND FITTINGS UNLESS NOTED OTHERWISE. 13. THE PLUMBING CONTRACTOR MAY BE REQUIRED TO DROP PIPE OUTSIDE OF BUILDING TO REQUIRED DEPTH TO PROVIDE CONNECTION TO AREA DEVELOPMENT UTILITY CSR WATER SUPPLY WATTS REGULATOR SERIES 7 MODEL LF7 44 LEAD FREE STUB. ALL DROPS IN DEPTH SHALL BE MADE WITH THE USE OF 45° FITTINGS. 14. ROUTE ALL PIPING CONCEALED ABOVE CEILINGS, WITHIN WALLS, OR IN CHASES. EXPOSED PIPING SHALL BE SLOPED AND PAINTED TO MATCH ARCHITECTURAL FINISHES. PIPING IN MECHANICAL ROOMS MAY BE EXPOSED. HOT FOOD TABLE & RETHERMALIZER WATTS REGULATOR SERIES 7 MODEL LF7 LEAD FREE 15. SLEEVE AND FIRE STOP ALL PENETRATIONS (IF ANY) OF RATED WALLS, FLOORS, CEILINGS, ETC., IN ACCORDANCE WITH APPLICABLE UL STANDARDS AND LOCAL CODES TO MAINTAIN RATINGS. REFER TO SPECIFICATIONS AND ARCHITECTURAL DRAWINGS FOR RATED WALLS, CEILINGS AND FLOOR INFORMATION. PROVIDE DEEP SEAL P TRAP ONLY 16. ALL WATER PIPING INSTALLED IN EXTERIOR WALLS SHALL BE PLACED ON THE INTERIOR SIDE OF THE WALL.THE WALL INSULATION SHALL BE PLACED ON THE EXTERIOR IF CONNECTED TO SANITARY SEWER EXTERIOR GROUND HYDRANT WATTS REGULATOR SERIES 7 MODEL LF7 44" LOCATED INSIDE THE BUILDING SIDE OF THE PIPE. 17. SEE RISER DIAGRAMS FOR BRANCH PIPING DETAILS AND SIZES NOT SHOWN ON PLANS. VACUUM RELIEF FITTING (WH-1) WATTS REGULATOR SERIES N36 MODEL LFN36-M1 44' LEAD FREE 18. COLD AND HOT WATER PIPING SHALL BE FLOWGUARD GOLD CTS CPVC TYPE AND SHALL MEET ASTM D 2846 AND ASTM D 1784. DISINFECT WATER PIPING AFTER PRESSURE TEST WITH CHLORINE SOLUTION 50 MG-L) FOR 24 HOURS. FLUSH LINES CLEAN AFTER COMPLETION. 19, SOIL, WASTE AND VENT PIPING SHALL BE PVC: ASTM D2665 SCHEDULE 40. FITTINGS: PVC DWV JOINTS: ASTM WELD. PROVIDE CAST IRON PIPE AND FITTINGS FOR SOIL, SANITIZING EQUIPMENT @ MR-1 WATTS REGULATOR SERIES 9D MODEL 9D-M3 tie" WASTE AND VENT PIPING LOCATED IN CEILING PLENUMS. 20. PROVIDE CLEANOUTS AT BASE OF EACH VERTICAL STACK AT EACH CHANGE OF DIRECTION OF HORIZONTAL RUNS AND AT 100 FOOT INTERVALS OF HORIZONTAL RUNS FOR PIPING MATERIAL SCHEDULE PROVIDE IACCESSPANELSTARY AND PIPING. 21. PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NON -ACCESSIBLE CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. 22. METERING AND SITE UTILITY CONNECTIONS SHALL BE PROVIDED ON SITE UTILITY DRAWINGS. ALL SERVICES SHOWN ON THIS SET OF PLANS TERMINATE 5'-0" FROM INSULATION BUILDING, UNLESS SHOWN OTHERWISE ON DRAWINGS. PLUMBING CONTRACTOR SHALL MAKE FINAL CONNECTIONS TO SITE UTILITIES. SERVICE SIZE MATERIAL SCHEDULEITYPE REMARKS 23. FURNISH AND INSTALL HOSE BIBBS AND/OR WALL HYDRANTS 24" ABOVE FINISHED GRADE/FLOOR AND PROVIDE VACUUM BREAKERS. TYPE THICKNESS 24. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF ROOF DRAINS, PLUMBING FIXTURE MOUNTING HEIGHTS AND DIMENSIONS. COLD WATER ALL CPVC ARMAFLEX 1" 25. CONTRACTOR SHALL VERIFY INVERT ELEVATIONS OF EXISTING SEWERS IN WHICH NEW SEWER LINES ARE TO BE CONNECTED PRIOR TO START OF CONSTRUCTION, 26. CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT CONNECTIONS OF DISSIMILAR METALS. HOT WATER ALL CPVC ARMAFLEX 1" 27. CONTRACTOR SHALL ROUGH -IN ALL WASTE AND SUPPLIES TO SPECIAL EQUIPMENT ACCORDING TO MANUFACTURER'S SHOP DRAWINGS AND MAKE FINAL CONNECTIONS. ALL SUPPLIES SHALL BE VALVED, INSTALL VACUUM BREAKERS WHERE REQUIRED BY CODE. SANITARY ALL C.I.OR PVC NOTE 3 NONE NO HUB 28. PROVIDE REDUCED PRESSURE BACKFLOW PREVENTERS FOR DOMESTIC WATER SUPPLY CONNECTIONS AS REQUIRED BY CODE. VENT ALL C.I.OR PVC SCH. 40 NONE SEE NOTE 1 29• ALL BELOW GRADE/SLAB PEX PIPING SHALL BE PLACED WITHIN POLYETHYLENE PLASTIC SLEEVING. EXTEND SLEEVING ABOVE GRADE/SLAB. 30. CONTRACTOR SHALL REFER TO PLUMBING DRAWINGS FOR EXACT LOCATIONS OF FLOOR DRAINS (IF ANY) LOCATED WITHIN TOILET ROOMS. ST BELOW GRADE ALL C.I.OR PVC SERVICE WEIGHT NONE NO HUB 31. PRESSURE REDUCING VALVES SHALL BE INSTALLED ON BRANCH LINES SERVING FIXTURES AND/OR EQUIPMENT WHEN THE PRESSURE IN THE LINE EXCEEDS 80 P.S.I. 32. COORDINATE EXACT LOCATION OF FLOOR DRAINS FOR HVAC EQUIPMENT WITH MECHANICAL CONTRACTOR. CONDENSATE PIPING SHALL NOT DISCHARGE INTO SANITARY ST ABOVE GRADE ALL C.I.OR PVC SERVICE WEIGHT FG 1" NO HUB SYSTEM. 33. ROUTE WATER LINES TIGHT TO STRUCTURE. COORDINATE ROUTING TO AVOID CONFLICTS WITH OTHER DISCIPLINES. NOTES: 34. IF THE INTENT OF THE DRAWINGS AND/OR SPECIFICATIONS IS UNCLEAR OR HAS MORE THAN ONE INTERPRETATION, IT SHALL BE BROUGHT TO THE ATTENTION OF THE 1. WASTE AND VENT PIPING IN PLENUM SPACE SHALL BE SERVICE WEIGHT CAST IRON, NO HUB. ARCHITECT/ENGINEER IN WRITING BEFORE THE SUBMISSION OF BIDS. THE ARCHITECT/ENGINEER SHALL MAKE CORRECTIONS AND/OR PROVIDE EXPLANATION IN WRITING. 2. FIBERGLASS PIPE INSULATION: MINERAL OR GLASS FIBERS BONDED WITH A THERMOSETTING RESIN. SEMIRIGID BOARD MATERIAL WITH 35. PLANS AND SPECIFICATIONS ARE INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED. ALL ITEMS NOT SPECIFICALLY MENTIONED OR SHOWN, BUT FACTORY -APPLIED ASJ COMPLYING WITH ASTM C 1393, OR WITH PROPERTIES SIMILAR TO ASTM C 612. NOMINAL DENSITY IS 2.5 LB/CU. FT. OR MORE, NECESSARY FOR THE COMPLETION OF THE INSTALLATION, SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. THE CONTRACTOR SHALL ACQUAINT HIMSELF THERMAL CONDUCTIVITY (K VALUE) AT 100 DEG. F (55 DEG. C) IS 0.29 BTU X IN./H X SQ.FT. X DEG. F (0.042 W/M X K) OR LESS. ALL SERVICE JACKET WITH THE MECHANICAL, ARCHITECTURAL, STRUCTURAL AND ELECTRICAL PLANS PRIOR TO SUBMITTING HIS FINAL BID. NO ADDITIONAL COMPENSATION WILL BE ALLOWED (ASJ): DUE TO CONTRACTORS FAILURE TO FAMILIARIZE HIMSELF WITH THE PLANS. WHITE, KRAFT-PAPER, FIBERGLASS -REINFORCED SCRIM WITH ALUMINUM -FOIL BACKING; COMPLYING WITH ASTM C 1136, TYPE MANUFACTURER: A. 36. THE CONTRACTOR SHALL BASE HIS PROPOSAL UPON THE EQUIPMENT AS SCHEDULED OR SPECIFIED, USING THE MANUFACTURERS AND EQUIPMENT SPECIFIED ON THE CERTAINTEED CORP., B. JOHNS MANVILLE, C. KNAUF INSULATION, D. OWENS CORNING DRAWINGS. IF MORE THAN ONE MANUFACTURER IS SPECIFIED FOR ONE ITEM, ANY ONE OF THE MANUFACTURERS LISTED MAY BE USED IN THIS CONTRACTOR'S PROPOSAL. IF THIS CONTRACTOR WISHES TO USE EQUIPMENT NOT SPECIFIED, HE MUST AT THE TIME OF BIDDING SUBMIT SEPARATELY ON LETTERHEAD STATIONARY OF 3. FOR PVC ONLY SCHEDULE 40 DWV• FOAM CORE PVC NOT ALLOWED. THE BIDDER, THE EQUIPMENT HE WOULD SUBSTITUTE AND THE COST TO BE ADDED OR TO BE DEDUCTED FROM HIS PROPOSAL. 37. THE CONTRACTOR IS EXPECTED TO ORDER ALL MATERIALS IN SUFFICIENT TIME TO AVOID DELAYING THE COMPLETION OF THE PROJECT, DELAY IN DELIVERY WILL NOT BE WATER HAMMER ARRESTOR CONSIDERED A JUSTIFIABLE REASON FOR SUBMISSION OF SUBSTITUTE MATERIALS. 38. DO NOT PENETRATE WALL FOOTINGS WITH PIPING. SCHEDULE ABSOLUTELY NECESSARY. ALCOORDINATE CONTRACTOR L PIP NG PE ETRA NGA BEARING WALL OR FOOTINGMUST BEOFOOTINGS DROP O SLEEVED AND LOCATION APPROVED BY STRUCTURACLEAR LENGINEER. ES WHERE 39. REFER TO PLANS FOR VENT THRU ROOF (VTR) PIPE SIZES AND LOCATIONS. LOCATE VTR A MIN. 10' HORIZONTAL FROM ANY BUILDING OPENING OR FRESH AIR INTAKE. INSTALLED ARRESTOR SHALL BE APPROVED DEVICE BY EXTEND VTR 36" ABOVE ROOF SURFACE. IF 10' DISTANCE CANNOT BE ACHIEVED LOCATE VTR 3' ABOVE ADJACENT TOP OF FRESH AIR INTAKE OR BUILDING OPENINGS. FLORIDA PLUMBING CODE. ALL SUPPLY PIPING SHALL HAVE PROVIDE 1" FIBERGLASS INSULATION WITH ALL -SERVICE JACKET ON VENT PIPE INSIDE BUILDING WITHIN 6OF VTR LOCATION, VERIFY FLASHING AND COUNTERFLASHING ARRESTOR THE SAME SIZE AS CONNECTION $IZE UP TO 1" AND COORDINATE INSTALLATION WITH ROOFING CONTRACTOR. I.E. PROVIDE P.D.I. SIZE "C" FOR 1" OR LARGER WATER SUPPLY TO FIXTURES, P.D.I. SIZE "B" FOR 3/4" SUPPLY AND P.D.I. SIZE "A" FOR 1/2" SUPPLY., * P.D.I. SIZE CONNECTION SIZE AF.U.) 1/2" FIXTURE SPECIFICATIONS B (12-312-32 F.U.) 3/4" C (33-60 F.U.) r PIPE SIZE TAG FIXTURE MANUFACTURER MODEL # SUPPLIED BY: DESCRIPTION P.D.I. = PLUMBING AND DRAINAGE INSTITUTE STANDARD WH-201 CW HW SAN VENT SYMBOLS AND ABBREVIATIONS p�V AIR ADMITTANCE OATEY 39016 PC 20 DFU, SURE -VENT AIR ADMITTANCE VALVE WITH 1-'Y2" X 2" PVC SCHEDULE 40 ADAPTER. INSTALL PER MANUFACTURERS VALVE REQUIREMENTS. DESCRIPTION ABBR. SYMBOL BMQE 22 PROVIDE WITH WALL MOUNTED CONTROLLER, DIAPHRAGM TANK, PRESSURE SENSORS AND ANY OTHER MANUFACTURER BP 1 BOOSTER PUMP GRUNDFOS 05A-80 HJC REQUIREMENTS. 1 HP, 115V SANITARY PIPE ABOVE GRADE SAN CALIBRATED FURNISH AND INSTALL AS SHOWN ON PLANS AND WITH MANUFACTURERS RECOMMENDATIONS MODEL CB CALIBRATED BALANCE SANITARY PIPE BELOW GRADE SAN BV 1 BALANCE VALVE BELL & GOSSETT C63/4LF PC VALVES. GREASE PIPE BELOW GRADE GR HOTSY UNIT FURNISHED BY OWNER INSTALLED BY PLUMBING CONTRACTOR. CONTRACTOR SHALL COORDINATE EXACT NUMBER OF OUTLET BOXES & LOCATIONS, PIPING INTO THE OUTLET BOXES SHALL BE LOCATED ON THE TOP OF THE BOX, CENTERED,1 VENT PIPE V------------ INCH FROM THE LEFT SIDE. EXTEND THREADED PIPING 1 INCH INTO THE BOX. OUTLET VALVE & CONNECTION PROVIDED BY EQUIPMENT COLD WATER PIPE CW - INSTALLER. PIPING SHALL BE 112 INCH, SCHEDULE 80, GALVANIZED STEEL PIPE & THREADED FITTINGS. PIPING LOCATED IN EXTERIOR WALLS SHALL BE INSULATED & RUN TIGHT TO THE INSIDE OF THE WALL. PIPING RUN ABOVE THE CEILING DOES NOT REQUIRE HOT WATER PIPE HW - - INSULATION. MULTIPLE OUTLET CONFIGURATIONS: PROVIDE PIPED MANIFOLD WITH A VALVED BRANCH LINE FOR EACH BOX; VALVES D8 POWER WASHER HOTSY S120A-2 WAWA 1/2" SHALL BE HIGH PRESSURE, CARBON STEEL, 1/4 INCH TURN BALL VALVES. PROVIDE A 1/2 INCH VALVED COLD WATER OUTLET, HOT WATER RETURN PIPE HWR - - - BACKFLOW PREVENTER & 1/2 INCH THREADED MALE HOSE AS DETAILED ON THE PLUMBING DRAWINGS. CONNECTION TO THE WATER CSR WATER PIPING CSR CSR OUTLET PROVIDED BY THE EQUIPMENT INSTALLER. PROVIDE A 1/2 INCH THREADED FEMALE FITTING FOR THE POWER WASH DISCHARGE CONNECTION, CONNECTION PROVIDED BY THE EQUIPMENT INSTALLER, COORDINATE WITH DETAIL ON THIS PAGE. USE TEMPERED WATER PIPING TW TW TEFLON TAPE ON THREADED JOINTS; DO NOT USE PIPE DOPE. POWER WASH WATER PIPING PW PW ECO EXTERIOR CLEANOUT JAY R. SMITH 4313 HJC - HEAVY TRAFFIC AREA EXTERIOR CLEANOUT WITH ACCESS COVER AND TWO-WAY FITTING, SEE PLANS FOR PIPE SIZE CONNECTION. STORM ABOVE GRADE ST ELECTRIC WATER ELKAY BARRIER FREE ADA COMPLIANT ELECTRIC WATER COOLER, COORDINATE POWER OUTLET LOCATION WITH ELECTRICAL EWC 1 EZSTL8LC HJC 1/2" 2" 1 1/2" CONTRACTOR FOR ELECTRICAL CORD WITH 3 PRONG PLUG. INSTALL PER MANUFACTURERS RECOMMENDATIONS. REFER TO STORM BELOW GRADE ST COOLER HI-LO ARCHITECTURAL ELEVATION VIEWS FOR MOUNTING HEIGHTS. STORM OVERFLOW STO ELECTRIC WATER 50 GALLON "VITRAGLAS" LINED STEEL TANK, MAGNESIUM ANODE ROD AND NON-CFC FOAM INSULATION BETWEEN OUTER EWH-1 HEATER BRADFORD WHITE M-II-50-15-3SF HJC 1-1/4" STEEL JACKET. SURFACE MOUNTED THERMOSTAT AND SCREW IN STYLE INCOLOY SHEATED HEATING ELEMENTS, 15 KW, ROOF DRAIN RD C) 208V, 3PH., SET OUTLET TEMPERATURE AT 140 -F. WATER HEATER STAND BY HOLD -RITE MODEL #40-S-24-U. 3 COMPARTMENT FLOOR CLEANOUT CO F3 SINK WAWA 3/4" 1.3/4' FURNISHED BY WAWA, INSTALLED BY PLUMBING CONTRACTOR. 0 WALL MOUNTED, S/S HAND SINK WITH FAUCET & STRAINER, CHROME PLATED BRASS ANGLE STOPS WITH CHROME PLATED EXTERIOR CLEANOUT ECO RISERS AND CHROME PLATED ESCUTCHEONS; CHROME PLATED BRASS TAILPIECE & TRAP(PVC NOT PERMITTED). FAUCET F5 HAND SINK KROWNE HS-30L HJC 1/2" 1/2" 2" 1-1/2" HANDLES SHALL BE ALIGNED TO BE PERPENDICULAR TO THE FLOOR WHEN IN THE CLOSED POSITION. PROVIDE MIXING VALVE WALL CLEANOUT WCO I WATTS MODEL #LFMMV-US-M1. MIXING VALVE SHALL BE LOCATED ABOVE THE "LAY -IN" CEILING TILE WHERE APPLICABLE. HOT OR COLD WATER MAIN HOSE BIBB HB F C TEMPERATURE GAUGE SHALL BE EASILY READABLE FROM THE FLOOR OR A LADDER. TEMPERED WATER SHALL BE SET AT 120°F. RUN @ UNDERSIDE OF TRUSS VENT THRU ROOF FCO FLOOR CLEANOUT ZURN Z1400 HJC - FLOOR CLEANOUT WITH ACCESS COVER. SEE PLANS FOR PIPE SIZE CONNECTION. I (EXTEND 36" ABV VTR J i L FD 1 FLOOR DRAIN JAY R. SMITH 2O05 A HJC 3" 1 1/2" CAST IRON BODY WITH BOTTOM OUTLET, NICKEL BRONZE ROUND STRAINER. PROVIDE DEEP SEAL TRAP AND TRAP PRIMER BRANCH LINE TAKE -OFF, FINISHED ROOF) CONNECTION OUTLET. LOCATE VALVE DIRECTION OF FLOW FD 2 FLOOR DRAIN JAY R. SMITH 2O05 B HJC 3" 1 1/2" CAST IRON BODY WITH BOTTOM OUTLET, NICKEL BRONZE SQUARE STRAINER. PROVIDE DEEP SEAL TRAP AND TRAP PRIMER ACCESSIBLE IN VERTICAL CONNECTION OUTLET. DROP, 12" ABOVE CEILING. SHUT OFF VALVE 151 CAST IRON BODY WITH BOTTOM OUTLET NICKEL BRONZE ROUND STRAINER WITH FUNNEL PROVIDE DEEP SEAL TRAP AND TRAP FD-3 FLOOR DRAIN JAY R. SMITH 2O05-F37 HJC 3" 1-1/2" PRIMER CONNECTION OUTLET. CAP C FS-1 FLOOR SINK PLASTIC ODDITIES RBH-300H HJC SEE PLANS 12"0 x 5.5" DEEP, PLASTIC BODY WITH ACID RESISTING INTERIOR AND HALF PLASTIC GRATE TOP. TEE UP TEE DOWN FS-5 FLOOR SINK PLASTIC ODDITIES RBH-300T HJC SEE PLANS 12"0x 5.5" DEEP, PLASTIC BODY WITH ACID RESISTING INTERIOR AND THREE-QUARTER PLASTIC GRATE TOP. HUB-1 HUB DRAIN PC 3" 3" X 6" INCREASER FITTING, TOP OF FITTING SET @ 1" A.F.F. PROVIDE WITH 3" SNAP -IN STRAINER. SEE HUB DRAIN DETAIL THIS SHEET. ELBOW UP ELBOW DOWN C HUB-2 HUB DRAIN PC 3" TOP OF FITTING SET @ 1" A.F.F. PROVIDE WITH 3" SNAP IN STRAINER. LAV 1 LAVATORY UNDERMOUNT SINK ELKAY ELUH1811 W/ LKUCLIP CABINET 1/2" 1/2" 2" 1-1/2" ADA COMPLIANT UNDER MOUNT STAINLESS STEEL LAVATORY. INSTALL AS REQUIRED TO MEET ADA GUIDELINES. PROVIDE WITH MCGUIRE MODEL #H158LK, #155A, & #8902. PROVIDE ZURN FAUCET MODEL #Z6915-GEN WITH THESE OPTIONS 0.5 GPM VANDAL RESISTANT LAMINAR FLOW & LOW LEAD COMPLIANT. PROVIDE WITH MIXING VALVE WATTS MODEL #LFMMV-US-M1 • INSTALL USING MANUFACTURERS RECOMMENDATIONS. USE OFFSET TAILPIECE TO AVOID CONFLICT WITH CABINET DOOR. REVISION REFERENCE TYPICAL TYP Q NOT PERTAIN TO THIS PROJECT *SOME SYMBOLS SHOWN MAY NOTE: 1. LABEL ALL VALVES WITH A PERMANENT TAG. 2. ALL VALVES MUST BE EASILY ACCESSIBLE TOILET ROOM WATER MANIFOLD DETAIL NOT TO SCALE LOCATE ALL WATER PIPING IN THIS CABINET ONLY COFFEE AND SMOOTHIE SINKS STAINLESS N _/ STAINLESS STEEL WALL STEEL WALL INDIRECT CONNECTION BY AIR BREAK. 45 DEGREE ANGLE CUT. 314 COVER ENSURE ALL EFFORTS GRATE ARE MADE TO ELIMINATE SPLASHING FLOOR SINK FLOOR COFFEE SINK/BREWER INDIRECT CONNECTION NOT TO SCALE :LOOK SINK 3PEC: PLASTIC ODDITIES IBH300T (FS-5) 3ET FLUSH, ADA COMPLIANT WALL HUNG VITREOUS LAVATORY. INSTALL AS REQUIRED TO MEET ADA GUIDELINES. PROVIDE WITH MCGUIRE LAVATORY MODEL #H158LK, #155A, & #8902. PROVIDE ZURN FAUCET MODEL #Z6915-GEN WITH THESE OPTIONS 0.5 GPM VANDAL RESISTANT LAV 2 WALL HUNG AMERICAN STANDARD 0355.012 HJC 1/2" 1/2" 2" 1 1/2" LAMINAR FLOW & LOW LEAD COMPLIANT. PROVIDE LAV SHIELD TRUEBRO MODEL #2018-AS-L. PROVIDE WITH MIXING VALVE WATTS MODEL #LFMMV-US-M1. INSTALL USING MANUFACTURERS RECOMMENDATIONS. FLOOR MOUNTED MOLDED PLASTIC BASIN WITH HOSE BRACKET 832-AA, WALL MOUNTED FAUCET 830-AA, MOP HANGER MR-1 MOP RECEPTOR FIAT MSB 3624 HJC 3/4" 3/4" 3" 1 1/2" 889-CC AND CORNER GUARD ON THE FRONT LIP. MW4 SINK CABINET 1/2" 1/2" 2" 1-1/2" FURNISHED BY WAWA, INSTALLED BY PLUMBING CONTRACTOR. COUNTERTOP MW5.4/ SINK CABINET 1/2" 1/2" 2" 1-1/2" FURNISHED BY WAWA, INSTALLED BY PLUMBING CONTRACTOR. REFERENCE DETAIL 15 THIS SHEET FOR MW5.2. MW9.1 COUNTERTOP MX-1 MIXING VALVE WATTS REGULATOR LFMMV-US-M1 HJC 1/2" 1/2" - ASSE 1070 MIXING VALVE SET AT 110° F (UNLESS NOTED). LAVATORIES MX-2 MIXING VALVE HAND WASHING WATTS REGULATOR LFMMV-US-M1 HJC 1/2" 1/2" ASSE 1070 MIXING VALVE SET AT 1204 F (UNLESS NOTED). RD-1 ROOF DRAIN JAY R. SMITH 1340T HJC - DUCO CAST IRON BODY WITH COMBINED FLASHING CLAMP & GRAVEL STOP WITH POLYETHYLENE DOME AND EXTENSION SLEEVE AS REQUIRED. PRIMARY ROOF MAIN ROOF DRAIN, COATED CAST IRON BODY WITH WITH CAST IRON DOME STRAINER. PIPE SIZE = 4" RD-2 DRAIN ZURN ZC-100 HJC RECIRCULATING PROVIDE WITH MODEL AQS-1/2 AQUASTAT. PROVIDE ELECTRICAL DISCONNECT SWITCH. ELECTRICAL REQUIREMENTS ARE RP-1 PUMP BELL & GOSSETT NBF 9F/LW HJC 115v/1/60hz. CAPACITY FOR PUMP IS 5 GPM AT 5 FT HEAD. PROVIDE TRAP PRIMER AS INDICATED ON THE PLUMBING DRAWINGS. WHEN A SINGLE PRIMER SERVES MULTIPLE FIXTURES, TP 1 TRAP PRIMER PRECISION PLUMBING P1 500 HJC 1/2 PROVIDE TRAP PRIMER WITH A DISTRIBUTION UNIT. ADA COMPLIANT FLUSHING RIM, VITREOUS CHINA URINAL. LOW CONSUMPTION AND SIPHON JET FLUSH ACTION. SLOAN "ROYAL OPTIMA" UR-1 URINAL AMERICAN STANDARD 6590.001.020 HJC 3/4" 2" 1-1/2" FLUSH VALVE MODEL 186-1 ES-S TOP SPUD WITH ACCESSORY EL-154. PROVIDE WITH RECOMMENDED WALL CARRIER SYSTEM, K2 HANGERS IN LIEU OF CARRIER. WATER CLOSET FLOOR MOUNTED ADA COMPLIANT, VITREOUS CHINA, 1.6 GPF, TOP SPUD, ELONGATED FLUSH VALVE WATER CLOSET. PROVIDE WC-1 FLUSH VALVE AMERICAN STANDARD 3461.001 HJC 1" 4" 2" WITH MANUFACTURERS RECOMMENDED ANGLE SUPPLY STOPS, SLOAN "ROYAL OPTIMA" FLUSH VALVE MODEL 111 ES-S TOP SPUD (ADA) WITH ACCESSORIES EL-154 & EL-226. PROVIDE WITH OLSONITE MODEL #95SSCT SEAT. PROVIDE WALL HYDRANTS AS LOCATED ON THE PLUMBING DRAWINGS. WALL HYDRANTS SHALL BE AUTOMATIC DRAINING WITH 3/4 WCH WALL HYDRANT JAY R. SMITH 5509OT-SAP-RB HJC 3/4" INCH VACUUM BREAKER HOSE CONNECTION. COLD WATER SUPPLY SHALL BE PROVIDED WITH A BACKFLOW PREVENTER AS INDICATED ON THE PLUMBING DRAWINGS. PROVIDE WALL HYDRANTS AS LOCATED ON THE CANOPY AND PLUMBING DRAWINGS. WALL HYDRANTS SHALL BE EQUIPED WITH WCH-1 WALL HYDRANT - GAS JAY R. SMITH 5618 HJC 3/4 KEYED OPETION AND HAVE 3/4 INCH VACUUM BREAKER HOSE CONNECTION. COLD WATER SUPPLY SHALL BE PROVIDED WITH A CANOPY BACKFLOW PREVENTER. PROVIDE HOSE HOOK. WCO WALL CLEANOUT ZURN Z1446 HJC - WALL CLEANOUT WITH STAINLESS STEEL ROUND ACCESS COVER. SEE PLANS FOR PIPE SIZE CONNECTION. WATER HAMMER WATER HAMMER ARRESTOR SHALL MEET ASSE 1010. THE DEVICE SHALL CONSIST OF A COPPER BODY WITH AN ACETAL PISTON, WHA ARRESTOR WILKINS 1250 HJC BUNA NITRILE 0-RINGS AND LEAD FREE SOLDER. THE DEVICE SHALL BE PRE -CHARGED AND SEALED AT THE FACTORY. NOTES: 1. REFER TO ARCHITECTURAL DRAWINGS FOR ALL FINAL LOCATIONS AND MOUNTING DIMENSIONS OF ALL PLUMBING FIXTURES. PROVIDE ADA CONFORMING FACTORY INSULATION KIT ON HOT, COLD AND P-TRAP WASTE PIPING AT HANDICAP DESIGNATED LAVATORIES, 2. SEE EQUIPMENT SCHEDULE ON SHEET EQ1 FOR EQUIPMENT NOT LISTED. 1 w r- cn ed 6? Y co m FEIr- cr Z a J J C/) Q Co Z Z CL w z Q 0 N 0 Lo 00 Lo W II 0 U) r O li T N n dN' >M m M Lo 0 � LL 15J Q LLJ Tz °6 � z Q m:M w 3 LL1 N cr a -- J w ® i W uj J 0 ui U U) 0 z Cm G w J F-- w w cn rIt- Mo f7 N M d 0 CM 3 0 c o Q� Lu j a �-2uj i a 12- Z I i I � � I M I fZ._ 0 u z O el) C RPC-6 1 ELECTRICAL POWER PLAN Ei 1/4" = 1'-0" .... ......... ` ON 3 All E . - :: vri �. F a a x:. U GF1 M : 26 .... 3G :::......:... GFI 18.... GFI n n -- - ... '-- ::-- FZF'A-16�J GFI �/, 4. ! rcrV-4 C.3 FZF't3-11 28" ' .. F1flJ MVIflVR11I flMV11VV JVRIJVIIiIIVIV :. RPU-16 ..._.:. .. RPU-4 C3 30 .. AMP,AAMPERE ATS AUTOMATIC TRANSFER SWITCH RPB-20 RPB-18 lG24. Girt::.... :'RPB-19 ' ::. ... :..:. .. : :..: ......... . ......:.. ........ ;:> . J RPB-5 CONDENSATION AV AUDIOVISUAL 2g ..._ C17\� ` , .. ,.............. :.. .............. dG ....:. LIGHTS J PUMP RPB-7 AWG BAS AMERICAN WIRE GAUGE BUILDING AUTOMATION SYSTEM <. ...... ;. .............. FANS J : ............................. .............................. WP 5 R B KR BUILDING BREAKER PLUG &RECEPTACLE pANFOSS J ::. ROOT CR CONDUIT _., .. RETAIL AREA FURNISHED WITH UNIT, INSTALLED BY E.C. INSTALL CONTRQLLER : _., „ " _ 3 CAND COMPT CANDELA COMPUTER SEE SHEET E4 FOR UNDER SLAB CONDUIT RECEPTACLE WHERE THE .: CUSTOMER ' STACK SENSORS ON WALL COORbtfNATE WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. J 1-OUTLET BOX STACKED J 10 '' CT CURRENT TRANSFORMER .....................- LAYOUT UNIT CAN BE PUSHED BACK AllAILIC�T TUC /-A DINICT ---. - ACCESS ��1 1 .1 1 el�nvG i� 58Ai CUST CUSTOMER 14Z �../ „ F%r%lv f\ILV kll IVVVP9I 'AL-11 PYIVIr LJIL 11r 1 Lf%I%Vr 1 26 C2 I „ RPC 30 84 , 37 CA RPC- , CAPACITY RPU-7 " L (THOUSAND) VOLT AMPERES 3 PRINTER KVA KILO USA IG KVM KERNEL -BASED VIRTUAL MACHINE T rpp RPU 8 (CONTROL VIDEO MONITORS) 26 C6 RPC-18 1� 4` KW KILO (THOUSAND) WATTS RPU 11 34" LGT,LGTS LIGHTS RPA 10 84" 34'34" 4 LPA-20 MC METAL -CLAD ' =72' MDP MAIN DISTRIBUTION PANEL ' ' INCOMING WATER N NEUTRAL DISPLAY Jr_ BOOSTER PUMP NC NORMALLY CLOSED LIGHTS 72' IG WP NAC NOTIFICATION APPLIANCE CIRCUIT ?; ? RPU-6 RPC-32: 37 RPC-3 GFIRPB 23 '..." NEC NATIONAL ELECTRICAL CODE P POLE,PHASE RPC 2� _ PH PHASE WATER SERVICE SURFACE MOUNT PVC POLYVINYL CHLORIDE 26 C2 ROOM 18 -ABOVE OUTPUT RECPT RECEPTACLE -SIDE OF BOOSTER RM ROOM RPU 7 17 P P FOR BAS RR RESTROOM RPC-3 RPC-3 11 RE 7::" GFI GFI II 6f4NECTION TO SERV SERVER �p............< TELE TELEPHONE RPC-8 ... :. ]T PRE SSUORE S TNSOOR - . .. ......... ..........:.::,:-:::::::::.:::.....:;.::.....::.::.......................::::..... ,.::.......:..:.:::.:. ,:.:::...:.::.:...: . WITH CONDUIT TERM TERMINAL - GASOLINE...........................................:::..:.:.::.....,_...::::::::::::::......::::,:. - - - - - - - -- - - - - - - - -- - - -- ABOVE CEILING. THHN THERMOPLASTIC HIGH HEAT NYLON 1 EMERGENCY UC UNDER COUNTER E7 SHUTOFF UNO UNLESS NOTED OTHERWISE UPS UNINTERRUPTED POWER SYSTEM V VOLTS VEST VESTIBULE W WIRE W-1 WALK-IN PROFESSIONAL LABEL, n HORIZONTALLY MOUNTED INDICATING PANEL, CIRCUIT RECEPTACLE WITH NUMBER AND EQUIPMENT STAINLESS STEEL COVER. SERVED. SEE GEN. NOTE #4. SEE KEYNOTE #29. REFER TO EQUIPMENT SCHEDULE SHEET EQ1. 2 RECEPTACLE ID DETAIL E1 NOT TO SCALE GROUND FAULT INTERRUPT RECEPTACLE WITH CIRCUIT TRIP LED INDICATOR LIGHT. SEE GEN NOTE #8. LEGEND a GASOLINE EMERGENCY SHUT-OFF PUSH BUTTON PROVIDED BY ELECTRICAL CONTRACTOR GASOLINE EMERGENCY SHUT-OFF RESET PUSH BUTTON H9 INSTALLED IN MANAGERS OFFICE BELOW VEEDER ROOT AND ON CONTACTOR PANEL FOR RPD. --e SINGLE RECEPTACLE ==@ DUPLEX RECEPTACLE USB� USB RECEPTACLE QUADRUPLEX RECEPTACLE ON DEDICATED CIRCUIT CP VERIFY LOCATION & IF REQ'D W/ WAWA REP. =(gr= DUPLEX RECEPT. (FLOOR MOUNTED) ® DUPLEX RECEPT. (CEILING MOUNTED) -� TWIST LOCK/ STRAIGHT BLADE DEDICATED RECEPTACLE 0 TRANSFORMER BELL/BUZZER (SEE GEN. NOTE 5) TF TRANSFORMER - FLUSH VALVES (SEE KEYNOTE 12) ©CONNECTION POINT. ELECTRICAL CONNECTIONS TO BE MADE AT EQUIPMENT AS REQUIRED. JUNCTION BOX GFI GROUND FAULT INTERRUPT (SEE GEN. NOTE 8) IG ISOLATED GROUND WP WEATHERPROOF E:�p DISCONNECT SWITCH . TELEPHONE\DATA OUTLET (SEE GEN. NOTE #10) BANK OF TELEPHONE OUTLETS (34"AFF): 0 #1, #2-(2)TWO LINE PHONE JACK #3-RJ41 S JACK (COMPUTER) #4-R.O.I. (COMPUTER) ® EQUIPMENT NUMBER. SEE EQUIP. SCHEDULE. S Dom► M MOTOR RATED SWITCH W/ SEPARATE DISCONNECT GENERAL NOTES: 1. E.C. TO LABEL EACH RECEPTACLE AND EXHAUST FAN SWITCH WITH CIRCUIT NUMBER AND INTENDED USE. 2. ALL PHONE LINES TO BE GROUNDED. PROVIDE 120V SERVICE W/ ISOLATED GROUND RECEPTACLE AND SINGLE POINT GROUNDING FOR D.E.C./S.A.S.I. EQUIPMENT. 3. ALL BELLS SHALL BE 2-TONE. TRASH DOOR BELL SHALL BE DIFFERENT FROM DELIVERY DOORS. SEE SECURITY PLAN. 4. ALL OUTLETS & SWITCHES IN THE BUILDING AND CLOSET AREAS SHALL BE LABELED WITH PANEL & CIRCUIT NUMBERS. RECEPTACLES AT COFFEE STEP UP COUNTER & FOOD SERVICE COUNTER SHALL ALSO BE LABELED TO IDENTIFY EQUIPMENT SERVED. A PROFESSIONAL LABEL MAKER SHALL BE UTILIZED FOR ALL LABELS. SEE DETAIL THIS SHEET. 5. BELLS, BUZZERS, DELIVERY DOOR RELEASE, & ALL ASSOCIATED PUSH BUTTONS, SWITCHES, & WIRING ARE TO BE PROVIDED BY ALARM SYSTEM CONTRACTOR. 6. ALL RECEPTACLES FED FROM PANEL "RPU" SHALL BE GRAY IN COLOR AND ISOLATED GROUND TYPE RECEPTACLES. HUBBELL #IG5362GY OR APPROVED EQUAL. 7. ALL RECEPTACLES FED FROM PANEL "RPD" SHALL BE ORANGE IN COLOR AND ISOLATED GROUND TYPE RECEPTACLES. HUBBELL #IG5362 OR APPROVED EQUAL. 8. ALL GFI RECEPTACLES SHALL BE DUPLEX RECEPTACLES U.N.O. WITH LED INDICATOR LIGHT. LEVITON #6898-W OR APPROVED EQUAL. NO FEED THRU PROTECTION PERMITTED. SEE DETAIL THIS SHEET. 9. ALL 120 VOLT, 15 OR 20 AMP RECEPTACLES IN THIS AREA SHALL BE GFI TYPE:' PROVIDE WATERPROOF WITH "WHILE IN USE" COVERS WERE INDICATED (WP). 10. FOR DATA/TELEPHONE OUTLETS INDICATED ON THIS DRAWING PROVIDE BACK BOX AND CONDUIT TO ABOVE CEILING. REFER TO E4 & El FOR INSTALLATION DETAILS. 11. ALL RECEPTACLES SHALL BE MOUNTED AT 18" AFF UNLESS OTHERWISE NOTED. 12. LIGHTING AND POWER BRANCH CIRCUIT CONDUCTORS SHALL BE MINIMUM #12 AWG UNLESS NOTED OTHERWISE IN PANEL SCHEDULES OR ON PLANS. 13. THESE ELECTRICAL PLANS HAVE BEEN DESIGNED AND THIS PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH THE 2011 VERSION OF THE NATIONAL ELECTRICAL CODE. 14. ALL FINAL CONNECTIONS TO THE REFRIGERATION DOOR HEATERS AND REFRIGERATION LIGHTS ARE THE RESPONSABILITY OF THE GC. KEYNOTES: 0 1. NOT USED. 2. NOT USED. 3. NOT USED. 4. NO RECEPTACLES SHALL BE INSTALLED IN ELECTRIC SAFE AREA. ALL WIRING IN CHECKOUT AREA TO BE MC CABLE AND INSTALLED WITHIN PANDUIT, SUPPLIED BY OTHERS. 5. THIS RECEPTACLE SHALL BE WATERPROOF (WP). PROVIDE "WHILE IN USE" COVERS. 6. MOUNT SIDEWAYS RECEPTACLE TO FLOOR WITH 90 DEG. ANGLE BRACKET TO 3/4" RIDGID CONDUIT STUB -UP (SEE SHEET E4) (SEE DETAIL SHEET E6). 7. FOR EXACT LOCATION OF ALL DEVICES IN MANAGER'S OFFICE, SEE ARCHITECTURAL INTERIOR ELEVATIONS SHEET. 8. FOR EXACT LOCATION OF ALL DEVICES IN ELECTRICAL ROOM, SEE ARCHITECTURAL DRAWINGS AND E6. 9. E.C. SHALL INSTALL (1) 2"X4" BACK BOX FOR (1) DATA OUTLET MOUNTED AT 42" AFF FOR THE TIME CLOCK. INSTALL CONDUIT AND PULL STRING TO ABOVE CEILING FROM DATA J-BOX. 10. VEEDER ROOT PANEL PROVIDED BY GASOLINE CONTRACTOR. 11. E.C. SHALL FURNISH AND INSTALL ALL NECESSARY EMERGENCY STOP AND E-STOP RE -SET BUTTONS. AN E-STOP SHALL BE LOCATED IN THE CHECKOUT AND ONE ON THE BUILDING EXTERIOR OPPOSITE THE ELECTRIC ROOM. PROVIDE CLEAR ACCESSABLE COVER. CONFIRM EXACT REQUIREMENTS WITH LOCAL A.H.J. 12. E.C. SHALL PROVIDE 120V FEED TO FLUSH VALVE TRANSFORMERS MOUNTED TO WALL ABOVE CEILING. PROVIDE TERMINATIONS FOR ALL FLUSH VALVE WIRING ROUTED TO TRANSFORMERS. E.C. TO PROVIDE ANY REQUIRED BACK BOXES AND CONDUIT. WIRING FROM O TRANSFORMERS TO VALVES BY PLUMBING CONTRACTOR. 13. PROVIDE PRINTER RECEPTACLE AND DATA OUTLET IN A COMMMON 2-GANG BOX WITH DIVIDER. PROVIDE A SUITABLE 2-GANG COVER PLATE FOR DEVICES. 14. FOOD SERVICE/COFFEE BACKWALL RECEPTACLES LOCATED ABOVE COUNTER, DUPLEX GFI OR SIMPLEX, SHALL BE PROVIDED WITH STAINLESS STEEL COVER PLATES AND SHALL BE MOUNTED IN HORIZONTAL POSITION AT 43" AFF. SEE 2/E1. 15. WIF CONDENSATE HEAT TRACE WILL BE 220V FED OFF FAN COIL CIRCUIT BY REFRIGERATION CONTRACTOR. 16. E.C. TO PROVIDE DUPLEX GFI RECEPTACLES WITH RED DOT CODE KEEPER FLUSH MOUNTED ZINC WEATHERPROOF COVER. NO FEED THRU PROTECTION PERMITTED. 17. MOUNT THE GASOLINE EMERGENCY SHUT-OFF PUSH BUTTON 2" BACK FROM FACE OF CABINET. MOUNT UNDER COUNTER TOP. 18. E.C. SHALL INSTALL AN ISOLATED GROUND (IG) DUPLEX RECEPTACLE IN SINGLE - GANG BOX. 19. NOT USED. 20. PROVIDE 2-2"X4" OUTLET BOXES. CIRCUIT FOR THIS SIMPLEX RECEPTACLE PASSES THRU FILTER PROVIDED BY SIGN CONTRACTOR. E.C. TO COORDINATE INSTALLATION WITH SIGN CONTRACTOR. SEE DETAIL 2/E7. 21. PROVIDE (2) L5-30R RECEPTACLES FOR COMPUTER RACK PDU, MOUNTED AT 18" AFF. 22. E.C. SHALL FLUSH MOUNT ALL RECEPTACLES ON THIS WALL ABOVE COUNTER AT 481, AFF. MOUNT (2) RECEPTACLES FOR ICE MAKERS AT 84" AFF. 23. RECEPTACLE TO BE CENTERED BEHIND MONITOR OR SIGNAGE. SEE SHEET G1 FOR EQUIPMENT LOCATION AND MOUNTING HEIGHT. CONCEAL POWER AND DATA CORDS BEHIND EQUIPMENT. 24. EC TO PROVIDE BACK BOX, CONDUIT AND PULLSTRING FOR FIRE/SECURITY SYSTEM. SEE SHEETS E8 AND E10 FOR MORE INFORMATION. 25. INSTALL #6 AWG GREEN INSULATED COPPER GROUND WIRE. CONNECT TO MAIN SERVICE ENTRANCE GROUND. LEAVE 10' LOOP. 26. OUTLET TO BE MOUNTED UNDER COUNTER AT BACK WALL OF MILLWORK. 27. PROVIDE JUNCTION BOX FOR UPS UNIT OUTPUT TO PANEL RPU MOUNTED AT 241, AFF. 28. PROVIDE JUNCTION BOX FOR UPS UNIT INPUT FROM PANEL RPC MOUNTED AT 30". 29. ALL RECEPTACLES IN THE FOOD SERVICE AREA SHALL BE MOUNTED HORIZONTALLY. COORDINATE ALL RECEPTACLE LOCATIONS WITH THE FOOD SERVICE EQUIPMENT BEING INSTALLED. 30. E.C. TO LEAVE 15' COIL OF WIRE IN CEILING SPACE FOR THIS CIRCUIT. COORDINATE EXACT LOCATION WITH REFRIGERATION CONTRACTOR WHO WILL PROVIDE FINAL CONNECTION. FINAL CONNECTION OF DOOR HEAT AND REFRIGERATION LIGHTING IS RESPONSIBILITY OF GC. 31. 18-5 TSTAT CABLE TO ROOFTOP REFRIGERATION UNIT BY REFRIGERATION CONTRACTOR. 32. NOT USED. 33. PROVIDE PLUG, RECEPTACLE AND SUITABLE COVER FOR CONNECTION OF OVEN CABLE. REVIEW OVEN INSTALLATION DETAILS AND COORDINATE EXACT REQUIREMENTS FOR FINAL CONNECTION. 34. E.C. TO INSTALL (2) 2"X4" BACK -BOXES AT 54" AFF WITH CONDUIT AND PULL STRING TO CEILING FOR HVAC SENSORS. 35. E.C. TO INSTALL 2"X4" BACK -BOX AT 54" AFF (UNO) WITH CONDUIT AND PULLSTRING TO ABOVE CEILING HVAC SENSOR. COORDINATE WITH DEVICE LOCATION ON MECHANICAL SHEET M1. 36. E.C. TO INSTALL 2"X4" BACK -BOX WITH CONDUIT AND PULLSTRING TO CEILING FOR BAS CONNECTION TO OVEN(S). 37. E.C. TO INSTALL (2) 2"X4" BACK -BOXES AT HEIGHT GIVEN ON PLAN WITH CONDUITS AND PULL STRING TO CEILING FOR TELEPHONES. 38. PORTABLE GENERATOR CONNECTION BOX. SEE DETAIL ON SHEET E6. ALSO, SEE SINGLE LINE DIAGRAM SHEET E7 FOR MORE INFORMATION. 39. SURFACE MOUNT RECEPTACLE AND DATA TO MOUNTING BRACKET BEHIND DIGITAL MONITORS. RUN FLEX METAL CONDUIT FROM ABOVE CEILING DOWN TO RECEPTACLE. RUN DATA AND POWER CABLES AND FLEX CONDUIT DOWN FROM CEILING IN SUPPORT PIPE. PROVIDE 10' OF SLACK IN CABLES AND FLEX CONDUIT ABOVE CEILING. PLUG (2) GOOSE SIGNS AT EACH END OF MONITORS TO JUNCTION BOX AT EACH END RECEPTACLE. REFERENCE ARCHITECTURAL DETAIL. 40. GFCI RECEPTACLE FOR ROLLING RACK TIMER, 54" AFF, EQUIPMENT #1342. 41. BRING POWER/DATA UP FROM STUB -UP IN WALL INTO CABINETRY. SEE SHEET E4. 42. PROVIDE L14-50R AND MATCHING 90 DEGREE L14-50P FOR COFFEE BREWERS 00 U wj E7. I»«; CM W O Y rn T w � z Q � J J Cn az w z LL Q w O v N 0 N Lo 00 N Lo LLJ c 0 v J T 0 T N >Lo J M m c'' Liz 0 LJL 00 u_ ;z J Qw= od fr Q M w LU o � N a .. Q W 3: 0- J Q U_ W U LLB J w LLj w cn •,V y .. zI~ OF « � ,.,� 4eSail .,0 0 4 N At, 41ifillltt" 03/03/2017 N_ co 0 0 N M 0 d M o r o g Q. UJ c75 m w IL 0 z o n z o H �n m N in Y W o o Z [O g 7 ^ W M 3 .D 0 d. r ENERGY CODE NOTE LIGHTING FOR THIS PROJECT HAS BEEN DESIGNED TO COMPLY WITH SECTION C405 OF THE FLORIDA BUILDING CODE - ENERGY CONSERVATION, 5TH ADDITION 2014 LIGHTING AT THE FRONT OF THE STORE ON SEPARATE CIRCUIT IS DESIGNED FOR DAYLIGHT ZONE CONTROL WITH MANUAL SWITCH PER C405.2.2.3.1 TRASH COMPOUND LIGHTING IN THE SELF SERVICE WALK-IN FRIDGE IS MONITORED BY SECURITY CAMERA AND IS A SECURITY AREA. OCCUPANCY SENSOR IS NOT REQUIRED IN THIS SPACE PER EXCEPTION 3 OF SECTION C4052.2 FEEiJ. _. FROM ... _. ...... ..... .. ..... _.... . . ... �_: � � `J : ; :POWER FOR FUTURE EXTERIOR L1 GL1 GL1 GL1E GL1 GL1 GL1 GL1 GL1 G ..... _:.. ........ WITH _.._..... __..... _.... _ _.... I .... _..... SI NA E.CO RNDINATE ARCHITECT LPA;26.SEE • • ARCHITECTURAL ELEVATION FOR ... ...... ......................... . .. .. .. ..... ... nerine MOUNTING HEIGHTS 1 LIGHTING PLAN 1/4" =1'-0" urn— w 2 2 ........ KEYNOTES: ........ 1=ASCtA-SIGt�t- - 1. ALL LIGHTING BRANCH CIRCUIITING SHALL BE ROUTED ABOVE CEILING. L ............. . ............. .............. ............... . ............................................ - ND T R CAL TI HT I NOT A CEPTED ELECTRICAL NOTES: 1. ELECTRICAL CONTRACTOR SHALL INSTALL LIGHTING FIXTURES AND LAMPS FURNISHED BY WAWA. 2. NO SHARED NEUTRAL BETWEEN CIRCUITS SHALL BE PERMITTED. 3. REFER TO PROJECT SPECIFICATIONS FOR EXTENT OF LIGHTING PRODUCT SPECIFICATIONS. 4. ANY REQUIRED TEMPORARY LIGHTING IS TO BE PER NEC AND LOCAL JURISDICTION. 5. LIGHTING FIXTURES SUPPORTED BY CEILING GRID SHALL ALSO BE SUPPORTED BY HANGWIRES. FIXTURES WEIGHTING LESS THAN 10 LBS SHALL BE SUPPORTED BY (1) 12 GUAGE WIRE CONNECTED FROM FIXTURE WEIGHTING M RE THAN 10 LBS SHALL TO STRUCTURE ABOVE. FIXTURES O BE SUPPORTED BY (2) 12 GUAGE WIRES CONNECTED FROM OPPOSITE CORNERS OF THE FIXTURE TO THE STRUCTURE ABOVE. HANGWIRE CONNECTIONS SHALL MEET APPROVAL OF THE AHJ. 6. ALL FINAL CONNECTIONS TO THE REFRIGERATION DOOR HEATERS AND REFRIGERATION LIGHTS ARE THE RESPONSABILITY OF THE GC. 7. REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHTS OF WALL MOUNT AND PENDANT MOUNT FIXTURES. EXPOSED CO UI O S - G S C 2. E.C. TO COORDINATE EXACT LOCATION OF J-BOXES WITH SIGN INSTALLER. 3. EMERGENCY BACKUP UNIT FOR AL1E LIGHTING FIXTURE IN SELF SERV WALK- IN. PHILIPS BODINE ELI-S-20. SURFACE MOUNT TO WALL ABOVE CEILING. 4. CONNECT CIRCUITING FOR TYPE "DL1 E" AHEAD OF LIGHTING CONTACTOR SWITCHING. 5. CIRCUITING AND CONNECTION FROM JUNCTION BOX TO EQUIPMENT LIGHTING SHALL BE BY REFRIGERATION COMPANY/ CONTRACTOR. E.C. TO LEAVE 15, COIL OF WIRE IN CEILING SPACE FOR THIS CIRCUIT. FINAL CONNECTION BY REFRIGERATION CONTRACTOR. 6. PROVIDE MOTION DETECTOR OCCUPANCY SENSORS WITH DETECTION DISTANCE RATINGS TO ALLOW THE SENSORS TO FUNCTION PROPERLY AT THE LOCATIONS SHOWN ON THIS PLAN. RESTROOM OCCUPANCY SENSOR ARE TO BE SET AT 30 MINUTES. 7. SWITCH TO CONTROL LIGHTS IN SELF SERV WALK-IN COOLER. 8. WALL MOUNTED LIGHTED WAWA SIGN WITH DISCONNECT SWITCH (MULBERRY #3048 2, SINGLE POLE . DISCONNECT SWITCH TO BE LOCATED WITHIN 20 AMP). SIGHTOF SIGN. SEE DETAIL #11 ON SHEET A9 FOR MOUNTING OF RECEPTACLE AND SIGN.PROVIDE (SENSOR SWITCH IP-CRM-10-LT) OCCUPANCY SENSOR. 9. FIXTURE SHALL BE SECURED TO WALL AT (2) POINTS TO PREVENT MOVEMENT/ROTATION. 10. PROVIDE POWER TO THE EMERGENCY BALLAST OF THIS FIXTURE AHEAD OF ANY SWITCHING, DIRECT FROM BREAKER. CIRCUIT TO NORMAL FIXTURE BALLAST THROUGH LIGHTING CONTACTOR. 11. SECURE THIS LIGHTING FIXTURE'S J-BOX WITH UNISTRUT TIED TO STRUCTURE. 12. ORIENT FIXTURE WITH MIRROR SIDE TOWARD WALL. LIGHTING FIXTURE SCHEDULE TYPE SPECIFICATION AL1 12" WET LOCATION SURFACE MOUNT ADJUSTABLE LINEAR LED. AIM FIXTURES DOWN ON BEER SHELVING. 601 FROM HORIZONTAL. AL1 E 12" WET LOCATION SURFACE MOUNT ADJUSTABLE LINEAR LED WITH REMOTE EMERGENCY BACKUP POWER DL1 RECESSED 6" LED DOWNLIGHT DAMP LOCATION DL1 E RECESSED 6" LED DOWNLIGHT DAMP LOCATION EMEGENCY BATTERY BACKUP DL2 RECESSED 6" LED DOWNLIGHT ADJUSTABLE LAMP ANGLE DAMP LOCATION DL3 RECESSED 4" LED DOWNLIGHT DAMP LOCATION DL7 RECESSED 6" LED DOWNLIGHT DAMP LOCATION,1 INCH TRIM RING DL7E RECESSED 6" LED DOWNLIGHT DAMP LOCATION EMEGENCY BATTERY BACKUP,1 INCH TRIM RING EL1 WET LOCATION LED MODULES WITH REMOTE POWER SUPPLY EL2 WET LOCATION LED ASSYMETRIC WALL GRAZER WITH REMOTE POWER SUPPLY (ROOF). AIM FIXTURES UP ON WALL ABOVE WINDOWS. 859 FROM HORIZONTAL. EL3 WET LOCATION LED ASSYMETRIC WALL GRAZER WITH REMOTE POWER SUPPLY (ROOF). AIM FIXTURES UP ON WALL ABOVE WINDOWS. 759 FROM HORIZONTAL. EMi POLYCABONATE EXIT GF5E 1X4 RECESSED LENSED FLUORESCENT TROFFER WITH ELECTRONIC BALLAST. GL1 2X2 RECESSED LED DIRECT/INDIRECT GL1 E 2X2 RECESSED LED DIRECT/INDIRECT. EMERGENCY BATERY PACK GL3 2'X4' RECESSED LED DIRECTANDIRECT GL3E 2'X4' RECESSED LED DIRECT/INDIRECT AND EMERGENCY POWER BATTERY LL1 6"X4' RECESSED LED LINEAR WALL WASHER, P2 SMALLER 24" DIAMETER COMPACT FLUORESCENT "DRUM" TYPE DECORATIVE PENDANT LIGHTING FIXTURE P3 LARGER 48" DIAMETER COMPACT FLUORESCENT "DRUM" TYPE DECORATIVE PENDANT LIGHTING FIXTURE PL1 5" DIAMETER PENDANT WITH WHITE ACRYLIC DIFFUSER AND SCREW IN LED LAMP REM2 WET LOCATION EMERGENCY LAMP (DUAL HEADS) FED FROM BATTERY PACK (SEE DIAGRAM THIS SHEET) RF WALL MOUNTED LED WET LOCATION FIXTURE WITH GUARD. (FOR USE IN ROOF POCKET SEE DWG #E3). SH GASKETED LED WRAP AROUND UL WET LABEL WITH LOW TEMPERATURE DRIVER SHE GASKETED LED WRAP AROUND UL WET LABEL WITH LOW TEMPERATURE DRIVER AND EMERGENCY BATTERY PACK SO 4' WET LOCATION SURFACE MOUNTED LINEAR LED WC1 WET LOCATION EXTERIOR DECORATIVE WALL SCONCE Z1 WET LOCATION LED CUTOFF WALL MOUNTED AREA LIGHT WITH GLARE SHIELDS BATTERY POWERED EMERGENCY LIGHTING DIAGRAM EMERGENCY LIGHT 4?� 9 REM2 2#10 & 1#10G FOR WIRE RUNS LESS THAN 65'-0" — 2#8 & 1#10G FOR WIRE RUNS GREATER THAN 66-0" (DEDICATED RUN FOR EACH FIXTURE) BATTERY PACK SYMBOL LEGEND LIGHTING LIGHTING CONT CONTACT © WIRE COIL FOR FUTURE USE 0 BATTERY UNIT TO MEET ALL STATE & LOCAL CODES. MOUNT TO WALL ABOVE CEILING AT LOCATION I JQ JUNCTION BOX WALL MTD SHOWN ON PLAN. Q JUNCTION BOX CEILING MTD. e EXIT LIGHT -CEILING MOUNTED DOUBLE FACE $ SWITCH, 44" AFF LINO. ® EXIT LIGHT - CEILING MOUNTED $3 3 WAY SWITCH SINGLE FACE WALL MOUNTED MOTION LA �O EXIT LIGHT - WALL MOUNTED DETECTOR-OCCUPANCY DE CSENSOR pS TTO 20 EMERGENCY REMOTE HEAD (DOUBLE) MINUTES SHUT OFF) SWITCH WITH TIME DELAY OS CEILING MOUNTED MOTION DETECTOR -OCCUPANCY SENSOR (SET M O MUSIC SPEAKER WITH VOLUME SENSOR TO 20 MINUTES SHUT OFF) CONTROL WALL MOUNT MUSIC SPEAKER M WITH VOLUME CONTROL ELI LPA- ................................... ..... _ __ EL'11 -- -- -_- _- -- - - - ....-......� LPA-9 ' I 1: f . ..... � . ....... ...... 1 � ;1 ..I I 1: ......... . ........... .. _ :.._:.... M t................. ............................ I; I N I <. I, I I I I II M: !I 1 I...... I' I; l ;1 I I r I t I I I. A I........... I ELM EL1 j --m LPA-9 ....... LPA-9 TOWER SOFFIT LIGHTING PLAN LPA-111 0 >. 0 a.0 M ILL]O ^ T ;/ LL.I ZE J U) Q z Q m z w z j Q w JO <.. 5� Czi ) N 0 N F_ LO Co N LO LLJ 0 F_ T O T N >L0 J M m c'' LO oLL Op IL z g J Q w= 06� LLJ � c:>� M w � W � N cc a Est'' --_" "►� Yr" No 769 tp "t w A' R, • 1M � + w •. ', A' OF r 03/03/2017 roo c N M d O ch � o u o r a �Uc Of w a z6 z F— rn N 0 W o o Z m Y g J 0 N Q O = d cr E2 0 1/4" = V-0" 9' ------------------------------------------------------ 1 ROOF LIGHTING AND POWER PLAN E3 1/4" =1'-O" GENERAL NOTES: 1. E.C. TO LABEL EACH RECEPTACLE AND EXHAUST FAN SWITCH WITH CIRCUIT NUMBER AND INTENDED USE. 2. ALL GFI RECEPTACLES SHALL BE DUPLEX RECEPTACLES U.N.O. WITH LED INDICATOR LIGHT. LEVITON #6898-W OR APPROVED EQUAL. NO FEED THRU PROTECTION PERMITTED. SEE DETAIL 2/E1. 3. WHERE WEATHERPROOF COVERS ARE DENOTED, PROVIDE'WHILE-IN-USE' COVERS. 4. ALL RECEPTACLES SHALL BE MOUNTED AT 18" AFF UNLESS OTHERWISE NOTED. 5. E.C. TO COORDINATE INSTALLATION OF ALL ROOF LIGHTING FIXTURES WITH ROOFING CONTRACTOR TO PROVIDE A STRUCTURALLY SOUND AND WEATHERPROOF "LEAK FREE" INSTALLATION. RUN CONDUITS IN WALL, NO EXPOSED CONDUITS OR EXTRA ROOF PENETRATIONS. KEYNOTES: O 1. MAIN DISCONNECT PROVIDED WITH UNIT. POWERED CONVENIENCE OUTLET PROVIDED WITH UNIT. 2. E.C. SHALL PROVIDE COMPLETE CONDUIT/CONDUCTOR SYSTEM FROM MDP TO UNIT VIA DISCONNECT. 3. E.C. SHALL PROVIDE COMPLETE CONDUIT/CONDUCTOR SYSTEM FROM MDP TO SINGLE POINT CONNECTION AT UNIT. 4. PROVIDE SUPPORT RACK ATTACHED TO UNIT AS REQUIRED TO MOUNT ELECTRICAL EQUIPMENT. 5. E.C. SHALL PROVIDE (3) LIGHTING FIXTURES (BASIS OF DESIGN - VAPOLET VFN42CUW-LP-PG). PROVIDE WEATHERPROOF SWITCH WITH TIMER NEAR ACCESS LADDER/DOOR. FIXTURES AND SWITCH TO BE SURFACE MOUNTED 6" BELOW TOP OF WALL OR 48" AFF IN TOWER. PROVIDE COMPLETE CONDUIT/CONDUCTOR SYSTEM FOR FIXTURES AND SWITCH BACK TO POWER PANEL IN ELECTRICAL ROOM. 6. NOT USED. 7. WALL MOUNTED WEATHERPROOF JUNCTION BOX TO SERVE "EL2" LIGHTS ON TOP OF CANOPY. MOUNT BOTTOM OF JUNCTION BOX AT 3" ABOVE TOP OF CANOPY. 8. ELECTRICAL POWER TO MASTER-BILT UNIT TO RUN THROUGH PROVIDED GOOSENECK NEXT TO UNIT. DO NOT CREATE SEPARATE ROOF PENETRATION. NAMEPLATE ON THE DELIVERED MASTER-BILT UNIT MUST STATE: MOP OR MOCP OF 125 AMPS. > --� 00 40— 4-1 M CD Y rn � Q c Z O j J Cn Q Z Q m Z CL w C) Lu Q z z Q w v � p N Q 0 N N Ln Lu cr 0 H U) T O T N >Lo com J c1r' Lo 0 L—Lj Op z LL J Q wuj T z Q CO a � IL cr a Z Lu 3: 0- 0 Z (Q V 17 H J LL W 0 0 � CC w w ar- o m 0 N M O d � CM o L u cl) c o r 'y a F• (AF- w o � w a. 0 z o z �n o cl � a -651 Lu m x= S2 C) 0 �. _... __ _ ____ ._.. _.�... .... ... .. ... ... .�. .. ... ...� a �... �_ 1 CONDUIT PLAN E4 1/4" =1'-0" GENERAL NOTES: 1. REFER TO DRAWING E3 FOR ROOF PLAN AND ADDITIONAL ELECTRICAL REQUIREMENTS AND EQUIPMENT CONNECTIONS. 2. REFER TO DRAWING E6 FOR ADDITIONAL ELECTRICAL ROOM INFO 3. COORDINATE CONDUIT REQUIREMENTS AND LOCATIONS WITH THE SITE AND PETROLEUM CONTRACTORS. 4. INSTALL CONDUCTORS AND CONDUITS IN ACCORDANCE WITH NEC REQUIREMENTS FOR VOLTAGE DROP AND DERATING. 5. THIS PROJECT HAS A LARGE QUANTITY OF UNDERGROUND CONDUITS. COORDINATE WITH PLUMBING AND STRUCTURAL PLANS TO AVOID UNDERGROUND SPACE CONFLICTS. PROVIDE REQUIRED BURIAL DEPTHS FOR UNDERGROUND CONDUITS TO AVOID SPACE CONFLICTS WITH OTHER DISCIPLINES. ELECTRICAL PLAN NOTES: 1. NOT USED. 2. CONDUIT TO BE RUN FROM FLOOR LOCATION TO ELECTRICAL ROOM OR CLOSEST WALL. FIELD COORDINATE LOCATION IN ELECTRICAL ROOM. REFER TO DRAWING E6 FOR ADDITIONAL INFORMATION. 3. THE ELECTRICAL CONTRACTOR SHALL EXTEND ALL ELECTRICAL CONDUITS FROM THE STORE TO THE EDGE OF THE CONCRETE CANOPY PAD AND TANK PAD. PETROLEUM CONTRACTOR TO RUN ALL CONDUITS UNDER CANOPY PAD TO CANOPY COLUMNS AND COORDINATE THE HEIGHT OF THE SEAL OFF FITTINGS WITH THE OPENINGS PROVIDED IN THE STEEL COLUMNS. GENERAL CONTRACTOR TO CONNECT AT SEAL OFF FITTINGS IN COLUMNS FOR CONDUIT RUNS FOR LIGHTING AND INTERCOM. 4. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUITS TO THE AIR PUMP (1-1" POWER CONDUIT TO BE RUN FROM SITE LIGHT CONDUIT), INCLUDING BUT NOT LIMITED TO, TRENCHING AND/OR EXCAVATION. COORDINATE LOCATION OF CONDUITS WITH PETROLEUM CONTRACTOR. 5. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL FOUR DEDICATED CONDUITS TO EACH PRICE CHANGING SIGN: FROM MANAGER'S OFFICE: 1 - 3/4" FOR SIGN POWER 1 - 3/4" FOR SIGN DATA FROM ELECTRICAL ROOM: 1 - 1" FOR THE GENERAL PURPOSE RECEPTACLE 1 - 1" FOR THE SIGN LIGHTING ALSO PROVIDE(2) 3/4"C AND (2) 1"C BETWEEN SIGNS IF SITE HAS (2) SIGNS 6. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL IN THE MANAGER'S OFFICE A DEDICATED SIMPLEX OUTLET TO THE PRICE CHANGING SIGN. ELECTRICAL CONTRACTOR TO INSTALL FILTER PROVIDED BY SIGN CONTRACTOR. THE ELECTRICAL CONTRACTOR SHALL PROVIDE A 20 AMP WATERPROOF RECEPTACLE POWERED FROM A SEPARATE GENERAL PURPOSE CIRCUIT AT THE BASE OF EACH PRICE CHANGING SIGN. 7. THE CANOPY COLUMN CLOSET TO THE STORE SHALL BE USED FOR INTERCOMS/CAMERA AND MUSIC WHILE THE CANOPY COLUMN FURTHEST FROM THE STORE SHALL BE USED FOR LIGHTING. 8. SITE CONDUITS TO BE COORDINATED WITH SITE SPECIFIC REQUIREMENTS: (2) 1" PVC FOR SITE LIGHTING (2) 1" PVC TO EACH ID SIGN (1) 3/4" PVC TO EACH DIRECTIONAL SIGN (1) 1" PVC TO EACH AIR MACHINE (1) 2" GRC FOR FUTURE MONITORING AT TRANSFORMER (1) 1" PVC SPARE CONDUIT (1) 1" PVC FOR OIL WATER SEPARATOR. (1) 1" PVC TO TAMPER AND FLOW SWITCHES AT BACKFLOW PREVENTER. IF REQUIRED BY AHJ. SEE FIRE ALARM PLAN. (6) 3" PVC TO TRANSFORMER FOR SECONDARY SERVICE CONDUCTORS AND SPARES. SEE SHEET E7. 9. STUB -UP TO JUNCTION BOX, PROVIDE LIQUID TIGHT FLEXIBLE METAL CONDUIT FROM J-BOX TO RECEPTACLES IN THIS AREA. MOUNT RECEPTACLES ON INSIDE FACE OF COUNTER BACKWALL. RECEPTACLE LOCATIONS SHALL ALLOW FOR EQUIPMENT TO FIT AGAINST COUNTER BACKWALL. 10. STUB -UP TO JUNCTION BOX, PROVIDE LIQUID TIGHT FLEXIBLE METAL CONDUIT FROM J-BOX TO RECEPTACLES FOR CUSTOMER TERMINALS (SEE SHEET E1). MOUNT RECEPTACLES ON OUTSIDE FACE OF COUNTER FRONTWALL. 11. ROUGH -IN ELECTRICAL FOR OUTLETS IN THIS WALL PRIOR TO DRYWALL INSTALLATION. SEE SHEET E1. 12. 1" CONDUIT CONCEALED IN OVERHANGING CANOPY FROM CAMERA LOCATION(S) TO ABOVE CEILING SPACE INSIDE BUILDING. SEE SHEET E10 FOR CAMERA LOCATIONS. 13. 4" PVC FOR IRRIGATION. COORDINATE LOCATION OF SITE END OF CONDUIT RUN WITH WAWA PROJECT MANAGER. IF IRRIGATION SYSTEM IS FED FROM A WELL, PROVIDE 1" CONDUIT FROM WATER SERVICE ROOM TO IRRIGATION WELL, VERIFY LOCATION OF WELL WITH CIVIL DRAWINGS AND WAWA PROJECT MANAGER. 14. (3) 4" PVC FOR PHONE SERVICE. TERMINATE CONDUIT AT PHONE UTILITY SITE ACCESS BOX/PEDISTAL OR UTILITY POLE. 15. IN ADDITION TO THOSE SHOWN ON SHEET E1 ADD (1) GASOLINE EMERGENCY SHUTOFF AT THE STREET SIDE OF THE GAS CANOPY. POSITION JUST OFF THE CURB ON THE GRASS, CENTERED ON THE GAS CANOPY. MOUNT AT 48" AFG ON 6"X6" CONCRETE POST. 16. PROVIDE 1" CONDUIT FOR BAS TO SITE IRRIGATION METER AS REQUIRED. COORDINATE WIT IRRIGATION PLAN. 17. IF REQUIRED THIS PROJECT PROVIDES THE FOLLOWING :(1)1"C FROM PANEL RPC TO THE SITE LIFT STATION.(1) 1" CONDUIT FROM LIFT STATION TO OFFICE FOR ALARM COORDINATE WITH CIVIL. 18. FOR FUEL CONDUITS SEE SHEET E6 FOR MORE INFORMATION. 00 rr�V�L 0. 45 S. LLI Y_ C") co m FE cr Z � Ocn J Q Z �a m ;CWL Z z Q� w LLI Q v p (COM n L�J N F_ I Ln Ofl N Lu M O F_ U) T O T N >LO M J m °'' o L-LJ Lo OO z J Q W = 06 w _ p z = Lu U 3 (/� N cr IL Z J 0- H 70 w Z p w U w i� E J C �•• 2 S, No 7 p cc Z 01 *441 F TE OF.. �• L 0 Ft SA it i At 03103/2017 o 0 N fM Cl d � (M O r r c o me c~ of w a 0 z o �- Z LO O W V O Lu CD o W M m V N 0 0 PANELBOARD: MDP BUS AMPS: 1200A MAIN SIZE/TYPE: 1200A MCB VOLTS/PHASE: 208Y/120V, 3PH, 4W SECTION: 1 AIC RATING: 42000 FULLY RATED SERVES: MAIN DISTRUBUTION MOUNTING: SURFACE LOCATION: ELECTRICAL ROOM EQUIPMENT GROUND BUS CKT NO. DESCRIPTION VOLTAMPS/PHASE WIREJ NO. BKR I AMP P I P I BKR AMP WIRE VOLTAMPS/PHASE DESCRIPTION CKT NO. A B C NO. A B C 1 RTU-3 (1) 9,606 9,606 9,606 2 100 3 3 80 4 6,244 6,24, 6,244 RTU-2 (1) 2 3 4 5 6 7 RTU-1 (1) 8,886 8,886 8,886 2 100 3 3 225 OL 10,300 8,870 8,690 LPA 8 9 10 11 12 13 MASTER BILT UNIT (1) 10,000 10,000 10,000 2 100 3 3 225 OL 13,760 13,790 14,380 RPB 14 15 16 17 18 19 RPA 24,020 23,950 27,360 OL 225 3 2 1 200 OL 6,360 6,090 RPD 20 21 22 23 SPACE 24 25 RPC 12,326 14,569 10,025 OL 225 3 3 60 OL 4,500 4,500 4,500 RPG 26 27 28 29 30 31 WATER HEATER 5,000 5,000 5,000 8 50 3 3 125 OL 7,680 7,880 7,680 RPH 32 33 34 35 36 37 SPACE 3 3 SPACE 38 39 40 41 42 SUBTOTAL 1 69,838 1 72,011 1 70,877 1 48,844 1 47,374 1 41,494 1 SUBTOTAL TOTAL PHASE A - VA 118,682 LOAD CONN. VA DF LOAD I CONN. VA DF TOTAL DEMAND 308,700 VA 857 A AMPS 989 COOLING 74,208 1.00 REFRIGERATION 33,534 1.00 TOTAL PHASE B - VA 119,385 HEATING 20,080 0 SIGN/DISPLAY 1.25 AMPS 995 LIGHTING 26,460 1.25 KITCHEN 80,780 0.65 TOTAL PHASE C - VA 112,371 RECEPTACLES 7,020 1.0/.5 EXISTING 1.00 AMPS 936 MOTORS 24,956 1.00 LARGE MOTOR 1.25 TOTAL PNLBD - VA 350,438 SUPP HEAT 3,000 1.00 SHOW WINDOW 1.25 AMPS 973 MISC EQUIP 80,400 1.00 LTG TRACK T 1.00 PANELBOARD NOTES FED FROM: UTILITY TRANSFORMER OL= REFER ONE LINE DIAGRAM ON SHEET E7 (1) - HACR RATED BREAKER PANELBOARD: RPA BUS AMPS: 225A MAIN SIZE/TYPE: MLO VOLTS/PHASE: 208Y/120V, 3PH, 4W SECTION: 1 AIC RATING: 22000 FULLY RATED SERVES: KITCHEN MOUNTING: SURFACE LOCATION: ELECTRICAL ROOM EQUIPMENT GROUND BUS CKT NO. DESCRIPTION VOLTAMPS/PHASE IWIREJ NO. BKR AMP I P I P I BKR AMP WIRE NO. VOLTAMPS/PHASE DESCRIPTION CKT NO. A B C A B C 1 BREAD TIMER 100 12 20 1 1 1 1 20 12 1,450 61 SANDWICH STATION 2 3 C15 BAKERY DISPLAY 360 12 20 1 1 20 12 1,400 B45 WARMER/1330.2 FREEZER 4 5 B9 HOT FOOD TABLE 2,730 2,730 2,730 10 30 3 1 20 12 1,530 B1 SANDWICH STATION 6 7 1 20 12 800 AIR CURTAINS 8 9 1 20 1 12 1,650 C6 WARMER#1 10 11 B26.2 COFFEEE BREW #1 2,600 2,600 8 40 2 1 1 20 12 1,650 C6 WARMER#2 12 13. 1 20 12 1,650 C6 WARMER#3 14 15 B26.2 COFFEEE BREW #2 2,600 2,600 8 40 2 1 20 SPARE 16 17 1 20 SPARE 18 19 B37 UC ICE MACHINE 480 20 20 1 2 30 10 2,350 2,350 1314 TOASTER OVEN 1 20 21 SPARE 20 1 22 23 SPARE 20 1 1 1 20 12 1,200 B36 SMOOTHIE BLND1 24 25 B42 ROLL OVEN 3,300 3,300 3,300 8 35 1 3 1 20 12 360 DROP -IN FRIDGE 26 27 1 20 12 1,600 B46 HOT HOLDING UNIT 28 29 2 30 10 2.350 2,350 B14 TOASTER OVEN 2 30 31 C11 ATM #1 MAIN POWER 250 12 20 1 32 33 C11 ATM #1 GENERAL POWER 360 12 20 1 2 30 10 2,000 21000 B40 T1 ESPRESSSO MACH. 34 35 B29 CAPPU MACH #1 1,800 12 20 1 36 37 B12 RETHERMALIZER 3,000 3,000 3,000 8 30 3 3 30 10 2,600 2,600 2,600 B32 CONVECT. OVEN 38 39 40 41 42 SUBTOTAL 1 12,460 1 12,350 16,030 1 11,560 1 11,600 1 11,330 1 SUBTOTAL TOTAL PHASE A - VA 24,020 LOAD CONN. VA DF LOAD T CONN. VA DF TOTAL DEMAND 49,787 VA 138 A AMPS 200 COOLING 1.00 REFRIGERATION 580 1.00 TOTAL PHASE B - VA 23,950 HEATING 0 SIGN/DISPLAY 1.25 AMPS 200 LIGHTING 1.25 KITCHEN 72,980 0.65 TOTAL PHASE C - VA 27,360 RECEPTACLES 1.0/.5 EXISTING 1.00 AMPS 228 MOTORS 1.00 LARGE MOTOR 1.25 TOTAL PNLBD - VA 75,330 SUPP HEAT 1.00 SHOW WINDOW 1.25 AMPS 209 MISC EQUIP 1,770 1.00 LTG TRACK 1.00 PANELBOARD NOTES FED FROM: MDP (1) - HACR RATED BREAKER PANELBOARD: RPB BUS AMPS: 225A MAIN SIZE/TYPE: MLO VOLTS/PHASE: 208Y/120V, 3PH, 4W SECTION: 1 AIC RATING: 22000 FULLY RATED SERVES: REFRIGERATION/GENERAL POWER MOUNTING: SURFACE LOCATION: ELECTRICAL ROOM EQUIPMENT GROUND BUS CKT NO. DESCRIPTION I VOLTAMPS/PHASE IWIRE NO. BKR I AMP P I P I BKR I AMP IWIREJ NO. VOLTAMPS/PHASE DESCRIPTION CKT I NO. A 8 C A B C 1 Al FAN COIL UNITS 1,120 12 20 1 1 20 12 400 A2 FAN COIL UNIT 2 3 Al DOOR HEATER#1 750 12 20 1 1 20 SPARE 4 5 Al DOOR HEATER#2 680 1 12 20 1 1 1 1 20 12 500 A2 DISPLAY DOOR HEAT 6 7 Al CONDESATE PUMP 200 12 20 1 1 20 12 1,130 A2 FREEZER DOOR HEAT 8 9 MONITORS/SIGNAGE 760 12 1 20 1 2 20 12 950 950 A4 FAN COIL UNIT 10 11 A3 FAN COIL UNITS 11150 12 20 1 12 13 A3 DOOR HEATER #! 750 12 1 20 1 1 1 20 12 1,270 A4 FREEZER DOOR HEAT 14 15 B30 U.C. FRIDGE 860 12 20 1 1 20 12 80 I B33 DRAWER FRIDGE 16 17 B30 U.C. FRIDGE 860 12 20 1 1 20 12 360 C17 DROP IN FRIDGE 18 19 C3 EXP CASE DANFOSS 550 12 20 1 1 20 12 720 C17 DROP FRIDGE 2,3 20 21 C3 EXP CASE FANS 340 12 20 1 1 20 SPARE 22 23 WATER BOOST PUMP 630 12 20 1 1 20 SPARE 24 25 FREESTYLE ICE MACH #1 INSIDE 700 12 20 1 1 20 12 1,000 RAZZLE BLENDER 26 27 FREESTYLE ICE MACH #2 INSIDE 700 12 20 1 2 30 10 2,500 2,500 C23 FCB/ICEE 28 29 C22 FREESTYLE 640 1 12 20 1 30 31 C19 REACH IN FRZR CNT 600 12 20 1 1 20 12 720 C20 ICED COFFEE DISP 32 33 C19 REACH IN FRZR MAIN 910 910 12 1 20 2 1 20 12 620 C22 FREESTYLE 34 35 3 35 8 2,000 2,000 2,000 1 FOLLE FT ICE CONDENSER #1 36 37 B32 CONVECT OVEN 1 2,600 2,600 2,600 10 30 3 38 39 ]4!2 41 1 20 12 600 ELEC WATER COOLER SUBTOTAL 1 6,520 1 6,920 1 7,470 1 1 7,240 1 6,870 1 6,910 1 SUBTOTAL TOTAL PHASE A - VA 13,760 LOAD CONN. VA DF LOAD I CONN. VA DF TOTAL DEMAND 41,930 VA 116 A AMPS 115 COOLING 0 REFRIGERATION 18,590 1.00 TOTAL PHASE B - VA 13,790 HEATING 5,080 1.00 SIGN/DISPLAY 1.25 AMPS 115 LIGHTING 1.25 KITCHEN 7,800 1.00 TOTAL PHASE C - VA 14,380 RECEPTACLES 1.0/.5 EXISTING 1.00 AMPS 120 MOTORS 830 1.00 LARGE MOTOR 1.25 TOTAL PNLBD - VA 41,930 SUPP HEAT 1.00 SHOW WINDOW 1.25 AMPS 116 MISC EQUIP 9,630 1.00 LTG TRACK 1.00 PANELBOARD NOTES FED FROM:MDP (1) - HACR RATED BREAKER PANELBOARD: RPC BUS AMPS: 225A MAIN SIZE/TYPE: MLO VOLTS/PHASE: 208Y/120V, 3PH, 4W SECTION: 1 FAULT CURRENT: REFER TO ONE -LINE DIAGRAM AIC RATING: 22000 FULLY RATED SERVES: FIRST FLOOR MOUNTING: SURFACE LOCATION: ELECTRICAL ROOM EQUIPMENT GROUND BUS CKT NO. DESCRIPTION VOLTAMPS/PHASE IWIRE NO. BKR AMP P I P I BKR AMP WIRE NO. VOLTAMPS/PHASE A B C DESCRIPTION CKT NO. A B C 1 GEN PURPOSE RECEPTACLES 900 12 20 1 1 20 12 900 GEN PURPOSE RECEPTS 2 3 GEN PURPOSE RECPT, HWRP 900 12 20 1 1 20 12 900 GEN PURPOSE RECEPTS 4 5 ROOF RECEPTACLES 720 12 20 1 1 20 12 720 SHOW WINDOW RECEPTS 6 7 AUTO FLUSH VALVES 500 12 20 1 1 20 12 540 SHOW WINDOW RECEPTS 8 9 D5 TRASH COMPACTOR 1,270 1,270 1,270 10 20 3 1 20 12 540 GEN PURP RECPTS, BUG LGT 10 11 1 20 12 500 C11 ATM MAIN POWER (1) 12 13 1 20 12 1,000 IRRIGATION SYSTEM 14 15 BAGGED ICE - INTERIOR 970 12 20 1 1 20 12 1,000 REACH FRIDG, BROOM RECPT 16 17 FREESTYLE BOOST PUMP 800 12 20 1 1 20 12 500 PRICE CHANGE DISPLAY 18 19 D5 SONOZAIRE 130 12 20 1 1 20 8 1.400 SITE AIR PUMP #2 20 21 POWER WASH 1,560 1,560 10 20 2 3 20 12 300 300 300 BAS PANEL CC-3 22 23 24 25 EXHAUST FAN #1 696 12 20 1 26 27 BAGGED ICE - EXTERIOR 1,404 12 20 1 1 20 12 680 E7 COMPUTER PRINTER 28 29 HAND DRYER MEN'S 750 750 12 20 2 1 20 12 395 T-CLK, TELE 30 31 1 20 12 500 RADIO CHARG, BELUBUZZ 32 33 HAND DRYER WOMEN 750 750 12 20 2 1 20 12 655 BAS CC-4, 34 35 1 20 8 1,400 SITE AIR PUMP #1 36 37 RPU VIA UPS 3,440 3,640 OL 60 121 1 20 SPARE 38 39 1 20 SPARE 40 41 1 EMERGENCY SHUTOFF COIL 360 12 1 20 1 1 1 1 1 20 SPARE 42 SUBTOTAL 7,686 10,494 6,210 1 4,640 1 4,075 1 3,815 1 SUBTOTAL TOTAL PHASE A - VA 12,326 LOAD CONN. VA DF LOAD CONN. VA DF TOTAL DEMAND 36,920 VA 102 A AMPS 103 COOLING 1.00 REFRIGERATION 2,374 1.00 TOTAL PHASE B - VA 14,569 HEATING 0 SIGN/DISPLAY 1.25 AMPS 121 LIGHTING 1.25 KITCHEN 1.00 TOTAL PHASE C - VA 10,025 RECEPTACLES 6,120 1.0/.5 EXISTING 1.00 AMPS 84 MOTORS 8,426 1.001 LARGE MOTOR 1.25 TOTAL PNLBD - VA 36,920 SUPP HEAT 3,000 1.00 SHOW WINDOW 1.25 AMPS 102 MISC EQUIP 17,000 1.00 LTG TRACK 1.00 PANELBOARD NOTES FED FROM: MDP OL= REFER ONE LINE DIAGRAM ON SHEET E7 (1) - LOCKED BREAKER PANELBOARD: RPD FAULT CURRENT: REFER TO ONE -LINE DIAGRAM EQUIPMENT GROUND BUS BUS AMPS: 225A AIC RATING: #### 22000 FULLY RATED MAIN SIZE/TYPE: MLO SERVES: FIRST FLOOR FEED THRU LUGS VOLTS/PHASE: 240/120V, 1 PH, 3W MOUNTING: SURFACE SECTION: 1 LOCATION: ELECTRICAL ROOM CKT NO. DESCRIPTION VOLTAMPS/PHASE WIRE NO. BKR AMP P I P I BKR AMP IWIREIVOLTAMPS/PHASE NO. DESCRIPTION A B CKT N0. A B 1 GAS SIMPLEX RECPT ELECT ROOM 1,000 12 20 1 1 20 200 OVERFILL ALARM 2 3 VEEDER-ROOT (EIMS) 1,000 12 20 1 1 20 290 MUSIC, INTERCOMM 4 5 FIE PETRO DHI RELAYS 360 12 20 1 1 !12 SPACE 6 7 SPARE 20 1 1 SPACE 8 SECTION: 2 9 FUEL DISPENSERS #1 & #2 600 600 CE1 20 2 2 20 CE1 600 FUEL DISPENSERS #9 & #10 600 10 1T. 12 13 FUEL DISPENSERS #3 & #4 600 600 CE1 20 2 2 20 CE1 600 FUEL DISPENSERS #11 & #12 600 14 15 16 17 FUEL DISPENSERS #5-& #6 600 600 CE1 20 2 2 20 CE1 600 FUEL DISPENSERS#13 & #14 600 18 19 20 21 FUEL DISPENSERS #7 & #8 600 600 CE1 20 2 2 20 CE1 600 FUEL DISPENSERS #15 & #16 600 22 23 24 25 SPARE 20 2 2 20 SPARE 26 27 �30 29 1 1 SUBTOTAL 1 3,760 1 3,400 1 2,600 1 2,690 1 SUBTOTAL TOTAL PHASE A - VA 6I 7CONN. VA DF LOAD CONN. VA DF TOTAL DEMAND 12,450 VA 52 A AMPS 53 COOLING 1.00 REFRIGERATION 1.00 TOTAL PHASE B - VA 6,090 HEATING 0 DISPLAY CASE 1.25 AMPS 51 LIGHTING 1.25 KITCHEN 1.00 TOTAL PNLBD - VA 12,450 RECEPTACLES 1.0/.5 EXISTING 1.00 AMPS 52 MOTORS 1.00 LARGE MOTOR 1.25 SUPP HEAT 1.00 SHOW WINDOW 1.25 MISC EQUIP 12,450 1.00 LTG TRACK 1.00 PANELBOARD NOTES FED FROM: MDP FEED THRU CONNECTION: #4/0 (1) LOCKED BREAKER (2) 1 OF THE 2 POLES IS FOR SWITCHED NEUTRAL TO FEED DISPENSERS LTG TRACK - TRACK LENGTH CE1 = SEE SHEET CE1 FOR WIRE/CONDUIT SIZES SIGN/DISPLAY - SIGNAGE & DISPLAY CASE PANELBOARD: LPA BUS AMPS: 225A MAIN SIZE/TYPE: MLO VOLTS/PHASE: 208Y/120V, 3PH, 4W SECTION: 1 FAULT CURRENT: REFER TO ONE -LINE DIAGRAM AIC RATING: 22000 FULLY RATED SERVES: FIRST FLOOR MOUNTING: SURFACE LOCATION: ELECTRICAL ROOM EQUIPMENT GROUND BUS CKT NO. DESCRIPTION VOLTAMPS/PHASE WIREJ NO. BKR AMP I P I P I BKR AMP WIRE NO. VOLTAMPS/PHASE A B C DESCRIPTION CKT NO. A B C 1 RETAIL AREA LIGHTS 1,000 12 20 1 1 20 12 1,000 RETAIL AREA LIGHTS 2 3 WALL WASH 220 12 20 1 1 20 12 470 RESTROOM/OFF!CE LIGHTS 4 5 COOLER/FREEZER LIGHTS 650 12 20 1 1 20 12 590 EMP AREA LIGHTS * 6 7 EMERGENCY LIGHTS (1) 390 12 20 1 1 20 12 530 EMERGENCY LIGHTS (1) 8 9 VEST/TOWER LIGHTS 340 12 20 1 1 20 12 560 BUILDING CANOPY LIGHTS 10 11 REAR EXTERIOR LIGHTS 200 12 20 1 1 20 12 630 BUILDING CANOPY LIGHTS 12 13 FASIA EXTRIOR SIGN 800 12 20 1 1 20 12 780 EXPRESS CSSE LIGHTS 14 15 LIGHTING CONTACTOR COIL (1) 500 12 20 1 1 20 12 180 REACHIN FREEZER LIGHTS 16 17 WALKIN FRIDG LIGHTS 790 12 20 1 1 20 12 130 ROOF LIGHTS 18 19 GAS CANOPY LIGHTS 1,000 1,000 CE1 20 2 1 20 12 200 CIGARETTE DISPLAY LIGHTS 20 21 2 1 20 20 CE1 12 1,000 1,200 1,000 GAS CANOPY LIGHTS 22 23 GAS CANOPY LIGHTS 1,000 1,000 CE1 20 2 24 25 EXTERIOR SIGN (FUTURE) 26 27 GAS CANOPY LIGHTS 1,000 1,000 CE1 20 2 1 20 12 1,200 EXTERIOR SIGN (FUTURE) 28 29 1 20 12 700 DAYLIGHT ZONE LIGHTS 30 31 SPACE 1 1 SPACE 32 33 DRINKS AREA DISPLAY LIGHTS 400 12 20 1 1 SPACE 34 35 INTERIOR WAWA SIGN 200 12 20 1 1 SPACE 36 37 SITE POLE LIGHTS 1,200 8 30 1 1 30 8 1,200 SITE POLE LIGHTS 38 39 STREET SIGN LIGHTS 1,000 8 20 1 1 8 1,000 STREET SIGN LIGHTS 40 41 STREET SIGN RECPT 900 8 20 1 1 E20 8 900 STREET SIGN RECEPTACLE 42 SUBTOTAL 1 5,390 1 4,460 1 4,740 1 4,910 1 4,410 1 3,950 1 SUBTOTAL TOTAL PHASE A - VA 10,300 LOAD CONN. VA DF LOAD I CONN. VA DF TOTAL DEMAND 34,475 VA 96 A AMPS 86 COOLING 1.00 REFRIGERATION 1.00 TOTAL PHASE B - VA 8,870 HEATING 0 SIGN/DISPLAY 1.25 AMPS 74 LIGHTING 26,460 1.25 KITCHEN 1.00 TOTAL PHASE C - VA 8,690 RECEPTACLES 900 1.0/.5 EXISTING 1.00 AMPS 72 MOTORS 11.001 LARGE MOTOR 1.25 TOTAL PNLBD - VA 27,860 SUPP HEAT 1.00 SHOW WINDOW 1.25 AMPS 77 MISC EQUIP 500 1.00 LTG TRACK 1.00 PANELBOARD NOTES FED FROM: MDP (1) LOCKED BREAKER CE1 = SEE SHEET CE1 FOR WIRE/CONDUIT SIZES PANELBOARD: RPH FAULT CURRENT: REFER TO ONE -LINE DIAGRAM EQUIPMENT GROUND BUS BUS AMPS: 125A AIC RATING: 22000 FULLY RATED MAIN SIZE/TYPE: MLO SERVES: FIRST FLOOR VOLTS/PHASE: 208Y/120V, 3PH, 4W MOUNTING: SURFACE SECTION: 1 LOCATION: ELECTRICAL ROOM CKT NO. DESCRIPTION VOLTAMPS/PHASE IWIRE NO. BKR AMP P I P I BKR AMP WIRE NO. VOLTAMPS/PHASE DESCRIPTION CKT NO. A B C A B C 1 FOOD SERVICE EQUIP 600 12 20 1 2 30 10 2,350 2,350 B14 TOASTER OVEN 2 3 B37 CUBLET ICE MAKER 800 12 20 1 4 5 B36 SMOOTHIE BLENDER 1,200 12 20 1 1 20 12 1450 , B1 SANDWICH STATION 6 7 SOFT SERVE 1,730 1,730 1,730 10 25 3 1 20 SPARE 8 9 1 20 12 1,000 649 RAZZLE BLENDER 10 11 1 20 12 0 1,30 WORKSTATION/BREAD TIMER 12 13 LOTTERY MACHINE 1'000 12 20 1 3 35 8 2,000 2,000 2,000 FOLLET ICE CONDENSER #2 14 15 SPARE 20 1 16 17 SPACE 1 18 19 SPACE 1 1 1SPACE 20 21 SPACE 1 1 SPACE 22 23 ISPACE 1 1 SPACE 24 SUBTOTAL 3,330 2,530 2,930 1 4,350 1 5,350 1 4,750 1 SUBTOTAL TOTAL PHASE A - VA 7,680 LOAD CONN. VA DF LOAD T CONN. VA DF TOTAL DEMAND 23,240 VA 65 A AMPS 64 COOLING 1.00 REFRIGERATION 11,990 1.00 TOTAL PHASE B - VA 7,880 HEATING 0 SIGN/DISPLAY 1.25 AMPS 66 LIGHTING 1.25 KITCHEN 1.00 TOTAL PHASE C - VA 7,680 RECEPTACLES 1.0/.5 EXISTING 1.00 AMPS 64 MOTORS 2,200 1.001 LARGE MOTOR 1.25 TOTAL PNLBD - VA 23,240 SUPP HEAT 1.00 SHOW WINDOW 1.25 AMPS 65 MISC EQUIP 9,050 1.00 LTG TRACK 1.00 PANELBOARD NOTES FED FROM: MDP PANELBOARD: RPG FAULT CURRENT: REFER TO ONE -LINE DIAGRAM EQUIPMENT GROUND BUS BUS AMPS: 100A AIC RATING: 22000 FULLY RATED MAIN SIZE/TYPE: MLO SERVES: FIRST FLOOR VOLTS/PHASE: 208Y/120V, 3PH, 4W MOUNTING: SURFACE SECTION: 1 LOCATION: ELECTRICAL ROOM CKT NO. DESCRIPTION VOLTAMPS/PHASE 11WIREJ NO. BKR AMP I P I P I BKR AMP WIRE NO. VOLTAMPS/PHASE DESCRIPTION CKT NO. A B C A B C 1 SUBMERSIBLE PUMP #1 VIA F.E. PETRO CONTROLLER 900 900 900 8 20 3 3 20 8 900 900 900 SUBMERSIBLE PUMP #2 VIA F.E. PETRO CONTROLLER 2 3 4 5 6 7 SUBMERSIBLE PUMP #3 VIA F.E. PETRO CONTROLLER 900 900 900 8 20 3 3 1 20 1 8 1 900 900 900 SUBMERSIBLE PUMP #4 VIA F.E. PETRO CONTROLLER 8 9 10 11 12 13 SPACE 1 3 20 8 900 900 900 SUBMERSIBLE PUMP #5 VIA F.E. PETRO CONTROLLER 14 15 SPACE 1 16 17 SPACE 1 18 SUBTOTAL 1 1,800 1,800 1,800 2,700 2,700 2,700 1 SUBTOTAL TOTAL PHASE A - VA 4,500 LOAD CONN. VA DF - LOAD T CONN. VA DF TOTAL DEMAND ' 13,500 VA 37 A AMPS 38 COOLING 1.00 REFRIGERATION 1.00 TOTAL PHASE B - VA 4,500 HEATING 0 SIGN/DISPLAY 1.25 AMPS 38 LIGHTING 1.25 KITCHEN 1.00 TOTAL PHASE C - VA. 4,500 RECEPTACLES 1.01.5 EXISTING .1.00- . AMPS 38 MOTORS 13,500 1.00 LARGE MOTOR 1.25 TOTAL PNLBD - VA 13,500 SUPP HEAT 1.00 SHOW WINDOW 1.25 AMPS 37 MISC EQUIP- - 1:00 LTG TRACK 1,00 PANELBOARD NOTES FED FROM: MDP PANELBOARD: RPU FAULT CURRENT: REFER TO ONE -LINE DIAGRAM EQUIPMENT GROUND BUS BUS AMPS: 100A AIC RATING: #### 22000 FULLY RATED ISOLATED GROUND BUS MAIN SIZE/TYPE: 60A MCB SERVES: FIRST FLOOR VOLTS/PHASE: 240/120V, 1 PH, 3W MOUNTING: SURFACE SECTION: 1 LOCATION: ELECTRICAL ROOM CKT NO. DESCRIPTION VOLTAMPS/PHASE WIREJ NO. BKR AMP P I P I BKR AMP WIRE NO. VOLTAMPS/PHASE DESCRIPTION A B T fNO. A B 1 COMPT SERVER RECPT FOR PDU 500 10 30 1 1 20 1 12 480 CUSTOMER ORDER TERM #1 2 3 COMPT SERVER RECPT FOR PDU 500 10 30 1 1 20 12 480 CUSTOMER ORDER TERM #2 4 5 CASH REGISTER #1, #2 720 12 20 1 1 20 12 180 SECURITY EQUIP 6 7 CASH REGISTER #3, #4 720 12 20 1 1 20 12 180 KVM EXTENDER/MONITOR 8 9 CUSTOMER ORDER TERM #3 480 12 20 1 1 20 SPARE 10 11 OFFICE COMPUTER RECPT 540 12 20 1 1 20 12 500 FIRE ALARM CONTROL PANEL 12 13 DELIVERY DOOR & CHIMES 34 12 20 1 1 20 12 720 B47 CAT LOCK 14 15 SPARE E 20 1 1 20 12 720 FOOD SERVICE KIPS UNITS 16 17 SPACE 1 1 SPACE 18 SUBTOTAL 2,060 1,760 1,380 1 1,880 1 SUBTOTAL TOTAL PHASE A - VA 3,440 LOAD CONN. VA DF LOAD I CONN. VA DF AMPS 29 COOLING 1.00 REFRIGERATION 1.00 TOTAL PHASE B - VA 3,640 HEATING 0 DISPLAY CASE 1.25 AMPS 30 LIGHTING 1.25 KITCHEN 1.00 TOTAL PNLBD - VA 7,080 RECEPTACLES 1.0/.5 EXISTING 1.00 AMPSI 30 MOTORS 1.00 LARGE MOTOR 1.25 TOTAL DEMAND 7,080 VA 30 A SUPP HEAT 1.00 SHOW WINDOW 1.25 MISC EQUIP 7,080 1.00 LTG TRACK 1.00 PANELBOARD NOTES FED FROM: RPC LTG TRACK -TRACK LENGTH SIGN/DISPLAY - SIGNAGE & DISPLAY CASE BUILDING ELECTRICAL SERVICE LOAD SUMMARY BUILDING OCCUPANCY TYPE: M SERVICE DESCRIPTION: BUILDING SQUARE FOOTAGE: 5,600 208Y/120V, 3PH LOAD DESCRIPTION Connected Demand Demand KVA FACTOR KVA HVAC - SUMMER 74.21 100% 74.21 HVAC - WINTER 20.08 100% 0.00 LIGHTING (PER EC-22) 16.80 125%1 21.00 RECEPTACLES 1 7.02 100%;50% 7.02 KITCHEN EQUIPMENT 80.78 65% 52.51 MOTOR LOADS 1 24.96 100% 24.96 LARGEST MOTOR LOAD 0.00 125% 0.00 SUPPLEMENTAL ELECTRIC HEAT 3.00 100% 3.00 MISCELLANEOUS EQUIPMENT 80.40 100% 80.40 REFRIGERATION EQUIPMENT 33.53 100% 33.53 DISPLAY CASE/SIGNAGE 0.00 125% 0.00 SHOW WINDOW / TRACK LIGHTING 0.00 PER NEC 0.00 EXTERIOR LIGHTING 18.22 125% 22.78 TOTAL LOAD 359.00 KVA 319.40 TOTAL AMPACITY 996.48 AMPS 886.57 SERVICE AMPACITY 1200 AMPS 1200.00 SPARE CAPACITY AMPS 313 VOLTAGE DROP CALCULATIONS: VOLTAGE DROP CALCULATIONS HAVE BEEN PERFORMED. THIS DESIGN COMPLIES WITH VOLTAGE DROP REQUIREMENTS OF FBC 505.7.3.1 OF FEEDER (<2%) AND BRANCH (<3%) CIRCUITS. D LC-1 2 w D LC-2 2 w D LC-3 2Cn w O X cr Q 0 � Q 0 X IX Q F w SITE POLE LIGHTING a a a SIGNS LL a a BLDG. EXTERIOR a s LPA-37 LPA-13 LPA-9 LPA-38 LPA-39 LPA-11 SPARE LPA-40 LPA-10 SPARE SPARE LPA-12 SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE 0 1- SPARE SPARE SPARE i0 SPARE M M M 120V 120V 120V Lo Lo Lo Q Q a z a z a z LC-4 O z 00 X FUEL CANOPY LIGHTING a a SEE NOTE #6 OF DETAIL #2 ON SHEET E7 FOR MORE INFORMATION ON CIRCUITING LPA-19 OF THE SITE MONUMENT SIGNS. LPA-21 LPA-22 LPA-24 LPA-23 LPA-25 LIGHTING CONTACTOR NOTES LPA-27 LPA-29 LIGHTING CONTACTORS SHALL BE SQUARE D SPARE CATALOG NUMBER 8903LO80V02. SPARE (8903LO1200V02 FOR LC-4) SPARE PROVIDED AS PART OF THE HILL PHOENIX ELECTRICAL SPARE PACKAGE. 120V Q a z 1 ELECTRICAL PANEL SCHEDULES E5 NOT TO SCALE LIGHTING CONTACTORS SHALL BE CONTROLLED THROUGH THE BAS SYSTEM PHOTOCELL. 0 S2 00 Mr».r w 0 C'7 CO W p Y p � Q � Z Oj � J J U) Q Z in Z w z LU 0- Q w o 3: p N Q L"J r� N Lo OD N Lo Lu Ir O VJ T 0 T N >� M J r' � LL m00 Z LL J Q W = z Q o= CM w N Cr a U) J Lu Z Q J Q ) LL w U _j w J w LLI w W ',A No76 '. R • � T E OF /�',+ `•, N y 03/03/2017 B M r- o N M R d � M o U) c o .y a � Lu a 0 Z o r- z F- rn W N m m ui U a 0 0 3 - 4" CONDUIT SLEEVES TO MDP GENERATOR MAIN 32.35" T-6" 3 2 E6 6 GE CATALOG # TMP3U12R NEMA 3R RATED (METER -MOD 3 / MAIN PULL BOX MODULE) 1200 AMPERE MAX. - 3 PHASE / 4 WIRE (SHOWN WITH EXTERIOR FRONT COVER REMOVED) — (3) 2-600 KCMIL MECHANICAL 0'-6" LUGS NEMA SPACED. (4) 1/2" 13 X 3" STUD SETS 1-3/4" APART. (3) TWO CONDUCTOR, TWO HOLE NEMA SPACED 2-500KCMIL MECHANICAL LUGS. PROVIDE PROFESSIONAL LABELS INDICATING PHASE LEGS. WAWA GENERATOR WIRING TO CONNECT HERE FROM PORTABLE GENERATOR 1� (2) TGL6 (3) #2-250. SAFETY SWITCH GROUND KIT O (1) TWO CONDUCTOR, TWO HOLE NEMA 2-600KCMIL MECHANICAL LUGS 4 30OKW CONNECTION BOX DETAIL E6 NOT TO SCALE BRANCH CIRCUIT CONDUITS FOR HVAC AND CONDUITS, SIZES AND FRIDGE UNITS ON [2OOF AND QUANTITY PER PLANS AND WATER HEATER, S(ZED PIER PANEL SCHEDULES "MDP" SCHEDULE 8iHEETi=5 1-1" POWER TOF.E. PETRO VF 12" X 12" CONTROLLERS(FROM PANEL RPG) WIREWAY 1-1" POWER TO F.E. PETRO DHI RELAYS (FROM PANEL RPD) & SWITCH LEGS)=RAM DISPENSERS n - --- ---------------- -- ------------------ --- : . .. ... . ................................. - : ----- .................................................m`.....mm :.:.......:::. ... .......... ....................... ....................... ..................... - ---------- 1-1" GRC POWER TO EACH....... ---- -- -------------- ... SUBMERSIBLE PUMP. FROM F.E. t5) PETRO VF CONTROLLERS. 9-1" GRC TO VENT STACK 1-1" GRC TO EACH TANK COMPART,--.MEN7-(5..CONDUITS) ............................. ___ ............... -- .... ..._......................... 1-1" SPARE TO COLUMN.A OR C; AS DICTATED. BY FUEL .COURT. LAYOUT (SEE SHEET CE1) . 1-1" GRC TO E-STOP AT STREET SIDE OF GAS CANOPY SEE NOTE.15 SHEET E4 1-3/4" GRC TO EACH DISPENSER FOR POWER (12 SHOWN, SEE NOTE #1) 2 2" PVC TO CHECKOUT 1 1" GRC TO OVERFILL ALARM 2 1" PVC TO CHECKOUT POWER NOTE: NOTE: VERIFY DIESEL FUEL REQUIREMENTS ALL CONDUITS OUT TO OR THRU THE GAS WITH WAWA PROJECT MANAGER.. CANOPY AND TANKS.AREAS TO BE GRC. 2 Electrical Room Elevation 2 E6 1/2" =1'-0" 5" PLASTIC BUSHING 5" METAL PUSH PENNY 5" METAL LOCKNUT 5" KNOCKOUT IN TMP3U 12R 5" METAL CHASE BUSHING 4" WEATHERPROOF BOX ANCHORED TO THE FLOOR WITH ANGLED STEEL NEMA L15-30P TWIST LOCK CORD/PLUG FROM UNIT THREADED CLOSE NIPPLE TO STUB -UP AT PANELS ENCLOSURE 5 HOT FOOD TABLE OUTLET E6 NOT TO SCALE NEMA L15-30R TWIST LOCK RECEPTACLE SURFACE MOUNTED IN BOX, GALVANIZED RIGID CONDUIT rr SIMPLEX RECEPTACLE WITH CORD/PLUG FROM UNIT 2"x4" WEATHERPROOF BOX ANCHORED TO THE FLOOR FIN. WITH ANGLED STEEL FLOOR GALVANIZED RIGID COUPLING INSTALLED FLUSH WITH FINISHED CONCRETE. EC TO INSTALL METAL SEAL DURING CONCRETE POUR AND REMOVE WHEN INSTALLING BOX GALVANIZED RIGID CONDUIT • ._._...___......._..._._-___- :.............. 1-3/4" PVC FOR GROUND OF INCOMING TELEPHONE 1-1" GRC TO EACH ISLAND FOR CANOPY LIGHTS (12 SHOWN, SEE NOTE #1) 2-1" GRC.-TO-EACH PRICE -SIGN (1 RECEPTACLE,1 LIGHTS AS REQUIRED) SEE PRICE CHANGING SIGN DETAIL.; 2/E7. 4 CONDUITS SHOWN (2 SIGNS) 2-1" PVC TO CHECKOUT POWER ..................................................................... ........................... ....... .......................... ......... 2-1" PVC TO SITE LIGHTS ........... 1 3/4" GRC TO EACH DISPENSER FOR INTERCOM/CAMERAS/MUSIC (12 SHOWN, SEE NOTE #1) 1 3/4" GRC TO EACH DISPENSER (12 SHOWN, SEE NOTE #1) VEEDER ROOT DATA 2 3/4" GRC TO EACH TANK COMPARTMENT (10 CONDUITS) 1 3/4" GRC TO EACH TANK (3 CONDUITS) 6 Elevation Electrical Room 4 E6 1/2" =1-.0" 1-1" GRC SPARE RUN TO A POINT BEYOND CURB LINE, TERMINATE IN WATERPROOF PULLBOX 1-1" PVC TO AIR MACHINE, LOOP CONDUIT TO SECOND AIR MACHINE - #6 AWG COPPER GROUND TO MAIN DISTRIBUTION PANEL GROUND BUS CONDUIT GROUND BUSHING TO ADDITIONAL CONDUIT GROUND BUSHINGS VERTICAL CONDUIT SEALING FITTING (FOR CLOSE TURNING RADIUS) CONDUIT STUB -UP ALL CONDUITS FROM HAZARDOUS AREA ELECTRICAL ROOM ELEVATION NOTES: 1. CONDUIT LAYOUT PLAN SHOWN ON PLAN HAS PROVISIONS FOR 12 DISPENSERS. THE ACTUAL NUMBER OF CONDUITS REQUIRED WILL BE DEPENDENT ON THE CANOPY CONFIGURATION, AND ACTUAL NUMBER OF DISPENSERS INSTALLED. IF FEWER DISPENSERS ARE INSTALLED, AND THEREFORE SUFFICIENT SPACE EXISTS, THE CONDUITS ARE TO BE INSTALLED IN A SINGLE ROW. 2. PROVIDE 2" UNDERGROUND CONDUIT FROM SPARES WIREWAY TO INTERCOM WIREWAY FOR COMMUNICATION/DATA WIRING. SEE SHEET E4. 3. ALL SPARE CONDUITS WHICH TRAVERSE THE HAZARDOUS AREA SHOULD BE PACKED WITH MINERAL FIBER FOLLOWED WITH DUCT SEAL, AND THEN SEALED WITH A THREADED PILUG:OR CAP AS APPROPRIATE'FOR THE SPECIFIC CONFIGURATION AT EACH END OF THE CONDUIT. 4. PANEL CC-3 AND REQUIRED CONDUIT SHALL BE PROVIDED BY BAS - CONTRACTOR CONNECTED TO PANEL RPC-22r24:26. 5. PANEL JACE/CC-4 AND REQUIRED CONDUIT SHALL BE PROVIDED BY BAS CONTRACTOR. 6. JUNCTION BOX, RECEPTACLES, AND ASSOCIATED CONDUIT TO HILL PHOENIX PANEL SHALL BE PROVIDED BY ELECTRICAL CONTRACTOR. JUNCTION BOX SHALL BE SURFACE MOUNTED. 7. RUN 1-1/2" CONDUIT TO MANAGER'S OFFICE. RUN CONDUIT DOWN INSIDE MANAGER'S OFFICE WALL AND STUB -OUT AT VEEDER ROOT EQUIPMENT LOCATION. ALSO, RUN 1" CONDUIT FROM MANAGERS OFFICE VEEDER ROOT ABOVE CEILING TO PANEL RPD IN ELECTRICAL ROOM. 8. ALL CONDUITS RUNNING OUT TO CLASS/DIV AREAS SUCH AS THE GAS CANOPY AND TANKS AREA SHALL BE GRS TYPE CONDUIT FOR ENTIRE RUN OF CONDUIT. CONDUITS TO OTHER AREAS SUCH AS MONUMENT SIGN, AIR PUMP, SITE LIGHTING, ETC. MAY BE PVC. ... ... ........ JUNCTION BOX IN WALL FOR POWER FEED TO UPS/BYPASS INPUT FROM PANEL RPC RPU-1 JUNCTION BOX IN I.G. L5-30R s WALL FOR RP .-3: UPS/BYPASS OUTPUT I.G. L540R FEED TO PANEL RPU u ❑ 0 0' 't' j'. V .. .......... TELEPFiONFJ.......... DATA OUTLET 3-2" PVC DATA TO CHECKOUT 2-2" PVC DATA TO FOOD SERVICE 2-1" PVC DATA TO FOOD SERVICE 34' PVC PHONE/DATA/CABLE ONE TO EACH SERVICE 1-3/4" PVC TO MDP FOR INCOMING PHONE GROUND PVC TO EACH CHECKOUT CORE •2" PVC INTERCOM TO CHECKOUT 1 3/4" GRC TO EACH DISPENSER (12 SHOWN, SEE NOTE #1) PUMP DATA GASOLINE CONDUIT REQUIREMENTS: (1) 1" GRC SPARE TO COLUMN A OR C AS DICTATED BY FUEL COURT LAYOUT. (SEE SHEET CE1) (1) 1" GRC TO CANOPY COLUMN FOR LIGHTING. (COLUMN FURTHEST FROM STORE) - COLUMN B. (4) 3/4" GRC TO EACH DISPENSER. (1 POWER, 1 DATA, 1 MUSIC/INTERCOM, 1 VEEDER ROOT SENSOR) (2) 1" GRC TO EACH TANK STP CONTAINMENT SUMP. F.E. PETRO POWER (1 POWER, 1 SPARE) (1) 3/4" GRC TO EACH TANK STP COMPARTMENT SUMP. (VEEDER-ROOT MAGNOSTRICTIVE PROBE AND VEEDER ROOT SENSOR) (1) 3/4" GRC TO EACH TANK'MuuPORT CONTAINMENT SUMP. (VEEDER-ROOT MULTI -PORT FILL SUMP) (1) 3/4" GRC TO EACH TANK. (VEEDER-ROOT BRINE INTERSTITIAL RESERVOIR) (1) 1" GRC TO OVERFILL ALARM. (ON VENT STACK) (1) 1" GRC TO VENT STACK (SPARE) (1) 1" GRC TO E-STOP AT STREET SIDE OF GAS CANOPY (SEE NOTE 15 ON SHEET E4) BUILDING AUTOMATION SYSTEM (BAS GENERAL CONTRACTOR TO INSTALL WATER METER(S) FOR B.A.S. PER PLUMBING DRAWINGS P4, AND PROVIDE UNDERGROUND CONDUIT TO EQUIPMENT #C3.2 SHOWN ON DRAWING EQ. B.A.S. REFRIGERATOR COMPANY INSTALLERS SHALL SUPPLY AND INSTALL B.A.S. AND CENTRAL WIRING PER CURRENT EDITION OF "BUILDING AUTOMATION SYSTEM 2010 (LITE) MASTER-BILT NEW STORES B.A.S. MASTER SPECS" BY HVAC CONCEPTS INC. AND AVAILABLE IN PLAN EXPRESS PROJECT FOLDER. APPROXIMATE DIMENSIONS: 22"W X 29.5"D X 70"H 7 DATA CABINET DETAIL E6 1/2" = V-0" 0 v K< y� •,�{I \yf 0 F��rMP�� m W O � Q E Z 0 j J J U) Q Z m Z Lu z U) CL Q w Q v p N 0 Lo 00 N Lo Ir 0 CD T N >Lo J CM m °'' Lo m LJLj Co L.L. Z �_ Q W Lu °6 m z Q M w a Lu z:) N Er U) z 0 Lu J Lu 0 Z Q z Q J 0- 0 0 Q U Lu U Lu � ui U) 0 s� Z No 76 • M� .. ,. El OF Z '3rf€rl111t00 03/03/2017 o 0 N C7 0 d 3 M 0 � c o 24 •°' w � G � Lu a d z oLo z tm w 7 � IL `" a c CD,G o z c w Y w x c3 _ m v m E6 LOCATED AT CHECKOUT COUNTER RPD-22 ADDITIONAL EMERGENCY SHUT-OFF PUSHBUTTONS AS SHOWN ON PLANS AND REQUIRED BY LOCAL CODES NORMALLY CLOSED 2 POLE MOMENTARY NC CONTACT. NORMALLY OPEN RECESSED HEAD MOMENTARY CONTACT. CLASS 9001, TYPE KA3 RECESSED PUSH BUTTON OPERATOR WITH 1 N.C. CONTACT MARKED 'RESET' GE OPERATOR # P9MPNRE PANEL RPG CONTACTOR 5N LOCATED i ON �_ ____� CONTACT ENCLOSU RESE LOCATED RESET IN THE MANAGER'S o- OFFICE SQUARE D # KR1 RH6 I i (2)GE CONTACT BLOCK L CLASS 9001, TYPE K60 P9B10VN COVER ATTACHMENT SQUARE D PANEL RPD CONTACTOR INCLUDE EMERGENCY SHUT-OFF PUSHBUTTON TO BE LOCATED BEYOND THE FUEL COURT CANOPY AREA. (SEE SHEETS E4 AND E6) EMERGENCY SHUT-OFF (CHECKOUT/CANOPY COLUMN/KIOSK NOT TO SCALE (3) 4" CONDUITS EACH CONTAINING (3) 600 KCMIL & (1) # 3/0 G. SEE DETAIL #4 ON SHEET E6. NEMA 3R RATED PORTABLE GENERATOR CONNECTION BOX. SEE SHEET E1 AND DETAIL ON SHEET E6. 300 KW PORTABLE GENERATOR 120/208V 1000A RATED, 1000 AMP FULLY RATED MAIN BREAKER (PROVIDED BY WAWA) REMOTE CT METERING G CABINET TO BE LOCATED AT TRANSFORMER NEAR UTILITY SERVICE 1200A., 3PH., 4 WIRE 120/208V INCOMING SERVICE COORDINATE WITH UTILITY CO. CN INSTALL 2 @ 6" PROTECTIVE BOLLARDS (TYP.) (4) 3" CONDUITS EACH CONTAINING (4) 350 KCMIL & (1) # 3/0 G & (2) SPARE 3" CONDUITS (1) 2" CONDUIT (WAWA METERING) (#3/0 G IS FOR BONDING OF CT CABINET. DO NOT RUN THIS IF UTILITY IS BONDING THE CABINET TO THEIR SYSTEM) — METALLIC CONDUITS MUST BE BONDED AT BOTH ENDS (1) #3/0 GND IN 1"C TO CONCRETE ENCASED ELECTRODE PER NEC 250-50 (C). SEE DETAIL 3/E7 PRICE CHANGING SIGN WIRING REQUIREMENTS: 1. DEDICATED, 20 AMP CIRCUIT (MAX. CURRENT DRAW IS 350MA @ 120 VAC.) 2. PROVIDE SIMPLEX OUTLET IN MANAGER'S OFFICE FOR CONTROLLER LABELED "FOR I.D. SIGN CONTROLLER ONLY" (1) DEDICATED CIRCUIT AND OUTLET. 3. NOT USED. 4. G.C. ELECTRICIAN TO RUN CONDUIT AND WIRES FOR POWER TO SIGN LOCATION PRIOR TO INSTALLATION AND MAKE FINAL CONNECTION TO SIGN AT THE TIME OF INSTALLATION SO SIGN CONTRACTOR CAN TEST FUNCTION OF SIGN AND REMOTE PRICE CHANGER. 5. INSTALL TWO 3/4"GRC TO EACH PRICE SIGN FROM SINGLE GANG BOXES IN MANAGERS OFFICE (1 POWER, 1 DATA). POWER IS FOR THE PRICE DISPLAYS AT SIGN (RPC-1 8). 6. MONUMENT SIGN LIGHTING CIRCUITS (PANEL LPA THRU CONTACTOR) SHALL NOT BE UTILIZED TO POWER PRICE DISPLAY LIGHTS (RPC-18 NOT THRU CONTACTOR). 7. MONUMENT SIGN LIGHTING AND DIRECTIONAL SIGNS SHALL BE ON DEDICATED CIRCUITS. SEE PANEL SCHEDULES SHEET E5. PANEL LPA 2-SINGLE GANG BOXES 2 PRICE CHANGING SIGN (11)SIMPLEX SOFFICE E7 RECEPTACLE (1) DATA NOT TO SCALE HAND HELD DEVICE 3/4"GRC DISPLAY DISPLAY DATA POWER DIRECT TO EACH SIGN SHOWN FOR TWO SIGNS KIRK -KEY INTERLOCKING SEQUENCE OF OPERATION SINGLE KEY OPERATION PROHIBITS THE TWO LOCKING DEVICES FROM BEING DISENGAGED AT THE SAME TIME. WITH THE KEY REMOVED BOTH DEVICES ARE IN THE LOCKED POSITION. TO CLOSE THE UTILITiY MAIN CIRCUIT BREAKER, THE KEY MUST BE INSERTED INTO LOCK "A" AND ROTATED TO RETRACT THE INTERLOCK BOLT. THIS WILL ALLOW THE CIRCUIT BREAKER TO BE MOVED TO THE CLOSED POSITION. THE KEY IS CAPTIVE AND CANNOT BE REMOVED FROM THE LOCK UNTIL THE CIRCUIT BREAKER IS MOVED BACK TO THE OPEN POSITION AND THE KEY IS ROTATED TO EXTEND THE INTERLOCK BOLT. ONCE THE INTERLOCK BOLT HAS BEEN EXTENDED, THE KEY CAN BE GROUNDING ELECTRODE CONDUCTOR 3/0 AWG BARE COPPER NONMETALLIC CONDUCTOR, OR STEEL PROTECTIVE SLEEVE REINFORCING BAR, OR ROD NOT LESS THAN 1/2-IN. DIAMETER AT LEAST 20 FT. LONG CONNECTION LISTED FOR THE PURPOSE SIMPLEX ° RECEPTACLE • A. ° ° d d ° ° ° IN OFFICE d • d ° a d • ° e e ° • d ° ° ° •.i 1 RPC-18 ° • • • d a • ° s ° ° • d ° e ° ° d a ° • • a • d ,. °• 2 IN. MIN. CONCRETE ENCASED ELECTRODE DETAIL NOT TO SCALE SURFACE MOUNTED KIRK -KEY RELOCATED TO LOCK "B". THE SAME PROCEDURE CAN THEN BE IMPLEMENTED TO INTERLOCKS WITH CLOSE THE PORTABLE GENERATOR MAIN BREAKER. TAMPERPROOF BOLTS PROVIDE DUAL MAIN BREAKERS WITH MANUAL TRANSFER r----[jB" ------------------------------------------------------------------------------------------------------------------------------------ I I 0% UL RATED 1 I 00A GENERATOR MAIN POWERPLUS INTEGRATED ELECTRICAL DISTRIBUTION SYSTEM I I I SINGLE KEY OPERATION (REFER TO INTERLOCKING o M D P I TVSS TO BE PROVIDED AND INSTALLED BY PANEL BOARD TVSI SEQUENCE OF OPERATION) 1 GE SPECTRA SERIES PANELBOARD 30 4W, 120/208V, 42kAIC, 1200 AMP BUS S I 1 o PROVIDER,/MANUFACTURER . I I 1 A" 100%_UL RATED 1200A UTILITY MAIN 1 2 3 4 5 6 7 8 9 10 11 12 13 14 i—e0 0 6 0 0 1 I SEHA SEHA SEHA SFHA SFHA SFHA SFHA SFHA SFHA SFHA SFHA SEHA 1 BUS BAR CT METERS 150AF 150AF 150AF 250AF 250AF 250AF 250AF 250AF 250AF 150AF 150AF 150AF 250AF 250AF ROUND BUS (1) PER PHASE LEG ) 50AT D 50AT ) 50AT ) 225AT ) 100AT ) 225AT ) 225AT ) 200AT > 225AT ) 60AT ) 50AT ) 125AT 2 POLE 12 SPACE SPACE BONDING JUMPER w w w 1 w INSULATED #6 AWG D Z) D 1 D 0 I MINIMUM o w o o I C9 w C9 C9 C9 I INTERSYSTEM U U U it.0 i coo c 1 TERMINATION GROUND BUS BAR PER NEC w w w j o w o 0 0 o = I 250.94. SEE SHEET E1 Q Q Q I Q 5� w it� I ELECTRICAL ROOM °- n a I v a v `t `-1-- v a a a 1 a o w w w I LPA w RPB RPA IE, U) U) I 3S I 90 RPD �p SEC. 1 SEC. 2 O RPC RPG J RPH 1 I z I a 1 - I I � I I I I � I w I U I EMERGENCY I 1 SHUT-OFF 1 POLE BREAKS d EMERGENCY 9 GHiTIN SHUT-OFF C I TACT R CONTACTOR LEG T CONTACTOR RPU PANEL PC-RPD 1 POLE BREAKS CD PC-RPG NEUTRAL v (1) #3/0 GND IN 1„ C TO BUILDING STEEL I � I L (1) #3/0 GND IN 1"C TO EXTERIOR DRIVEN ----------------------------------------------------M GROUND ROD PER N.E.C. #250-23a RTU RTU SINGLE LINE NOTES: O PANEL MDP SHALL BE GE SPECTRA SERIES PANELBOARD SE LABEL, BOTTOM FEED, 3P4W, 120/208V, 42KAIC, 1200 AMP, 3 POLE TYPE SKHH8 MAIN CIRCUIT BREAKER. O PANELS LPA, RPA, RPB, RPC AND RPH, SHALL BE GE TYPE AQ PANELBOARDS AS NOTED (TOP FEED, MAIN LUG ONLY). O3 PANEL RPG SHALL BE GE TYPE AQ FEED THROUGH PANELBOARD WITH 100 AMP, MAIN LUGS (TOP FEED) AS NOTED. ® PC-RPG SHALL BE SQUARE D, 100 AMP, 3 POLE CONTACTOR, TYPE 8903SQ03V02. DISCONNECTING OF FUEL PUMPING EQUIPMENT SHALL COMPLY WITH NEC 514.11 O PC-RPD SHALL BE SQUARE D, 200 AMP, 2 POLE ELECTRICALLY HELD CONTACTOR, TYPE 8902SV01V02. DISCONNECTING OF FUEL PUMPING EQUIPMENT SHALL COMPLY WITH NEC 514.11. © VERIFY ALL SHORT CIRCUIT RATINGS AND SERVICE REQUIREMENTS WITH UTILITY. ALL PANELS TO BE FULLY RATED. O7 VERIFY ALL NAMEPLATE DATA AND INSTALL PER N.E.C. NOTIFY WAWA PROJECT MANAGER OF ANY DISCREPANCIES. ® COORDINATE CIRCUIT PROTECTION REQUIREMENTS WITH CONTRACTOR SUPPLYING EQUIPMENT. O ALL EQUIPMENT FED FROM THIS PANEL SHALL BE SUPPLIED WITH AN INSULATED, ISOLATED EQUIPMENT SAFETY GROUND. THE INSULATED GROUND SHALL BE CONTINUOUS AND UNBROKEN FROM EQUIPMENT TO PANEL. PANEL RPD SHALL BE EQUIPPED WITH ISOLATED GROUND BUS BAR, PLUS AN EQUIPMENT GROUND BUS BAR. THE ISOLATED GROUND BUS WILL BE CONNECTED DIRECTLY TO MAIN DISTRIBUTION PANEL GROUND BUS WITH INSULATED GROUND WIRE. 10 PANEL RPD SHALL BE GE TYPE, AQ FEED THROUGH SINGLE PHASE, 3 WIRE PANELBOARD (WIRED AS TWO WIRE), WITH 225A DUAL MAIN LUGS (TOP FEED) AS NOTED. ELECTRICAL CONTRACTOR SHALL INSTALL A JUMPER BETWEEN BOTH PHASE BUSES. PROVIDE SINGLE PHASE AND NEUTRAL FEEDER FROM MAIN DISTRIBUTION PANEL. ALL CIRCUITS FED FROM RPD SHALL BE DISCONNECTED BY EMERGENCY STOP EQUIPMENT PER METHOD GIVEN BY NEC 514.11. ELECTRICAL CONTRACTOR SHALL PROVIDE LAMINATED NAME PLATE INDICATING: "GASOLINE DISPENSING EQUIPMENT ONLY DO NOT INSTALL ANY ADDITIONAL CIRCUITS" 11 BONDING AND GROUNDING OF NEUTRAL CONDUCTORS, EQUIPMENT GROUNDING CONDUCTORS, GROUNDING ELECTRODE AND BONDING JUMPERS SHALL BE PERFORMED AT THE MAIN DISTRIBUTION PANEL (MDP) AS REQUIRED FOR SERVICE EQUIPMENT BY ARTICAL 250 OF THE NATIONAL ELECTRICAL CODE (NEC).. 12 200 AMP, 2 POLE BREAKER INSTALLED. ONLY 1 POLE OF THE 2 POLE BREAKER REQUIRED TO BE WIRED. SEE PANEL SCHEDULE SHEET E5 FOR WIRING CONFIGURATION OF PANEL RPD. 5 SINGLE LINE DIAGRAM E7 NOT TO SCALE RTU JUNCTION BOX FOR 1 HARDWIRE CONNECTION J SEE ELECTRICAL ROOM UPS WITH BYPASS ELEVATIONS BY OTHERS ® 208V INPUT TERMINALS. 10 3W CONNECT PER ® EQUIPMENT INSTALLATION INSTRUCTIONS. INTERNAL CONNECTIONS BY OTHERS REMOTE REFRIGERATION LOCATED IN OUTPUT TERMINALS. UNIT COMPUTER CONNECT PER EQUIPMENT LEGEND PRE -WIRED BY HILL PHOENIX INSTALLED BY ELECTRICAL CONTRACTOR SERVER RACK INSTALLATION INSTRUCTIONS 208V, 10, 3W GROUND PER NEC JUNCTION BOX FOR AND INSTALLATION HARDWIRE CONNECTION J INSTRUCTIONS SEE ELECTRICAL ROOM (1) #SG ELEVATIONS (3) #6 1) #10G (1) #10 IG 1-1/4"C. EWH TO TO LEAVE 8 FEET OF SLACK IN ALL CONDUCTORS AND FLEX TO COLD BUILDING AND FROM THE UPS RACK SO THAT THE RACK MAY BE WATER STEEL ROLLED OUT TO BE WORKED ON. PROVIDE HOOK(S) ON PIPE WALL ABOVE J-BOXES TO COIL UP EXTRA CABLING. ELECTRICAL CONTRACTOR SHALL PURCHASE POWERPLUS INTEGRATED ELECTRICAL DISTRIBUTION SYSTEM AND FROM HILL PHOENIX. CONTACT OTIS SMITH @ 800-518-6630 X3232 FAX #770-285-3252 FOR PRICING, DELIVERY AND INSTALLATION REQUIREMENTS. FOUNDATION IN DIRECT CONTACT WITH EARTH PANELRPC GE #THQB2120 2/20 2 POLE SWITCH BY POWER WASH SUPPLIER - INSTALLED BY E. C. 4 POWER WASH WIRING DETAIL E7 NOT TO SCALE GENERAL ELECTRICAL NOTES RECEPTACLE CORD/PLUG AND RECEPTACLE WITH WEATHERPROOF IN -USE COVER PROVIDED AND INSTALLED BY E.C. 1. ELECTRICAL CONTRACTOR SHALL FURNISH ALL LICENSES, PERMITS, ETC. REQUIRED TO PERFORM THE WORK. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL REQUIREMENTS OF THE LANDLORD, LOCAL AUTHORITIES, THE UTILITY COMPANY, THE NATIONAL ELECTRICAL CODE AND ALL OTHER AUTHORITIES HAVING JURISDICTION. UPON COMPLETION OF WORK, ELECTRICAL CONTRACTOR SHALL FURNISH TO OWNER A CERTIFICATE OF APPROVAL ISSUED BY LOCAL AUTHORITIES OR BY AN ELECTRICAL INSPECTION AGENCY LICENSED BY LOCAL AUTHORITIES TO PERFORM SUCH INSPECTIONS, ALL ELECTRICAL ITEMS FURNISHED AND/OR INSTALLED BY ELECTRICAL CONTRACTOR SHALL BE UNCONDITIONALLY GUARANTEED FOR BOTH PARTS AND LABOR FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE BY OWNER. LIGHT BULBS AND LAMPS SHALL BE EXEMPT FROM THIS GUARANTEE; HOWEVER, ON THE DATE OF FINAL ACCEPTANCE BY OWNER, ALL LIGHT BULBS AND LAMPS SHALL BE IN WORKING ORDER. WHERE AN ITEM HAS BEEN FURNISHED BY OTHERS AND INSTALLED BY ELECTRICAL CONTRACTOR, ONLY THE INSTALLATION AND WIRING SHALL BE GUARANTEED BY ELECTRICAL CONTRACTOR; GUARANTEE ON THE ITEM SHALL BE PROVIDED BY THE PARTY FURNISHING THE ITEM. 2. GENERALLY, ALL WIRING SHALL BE INSTALLED IN ELECTRICAL METALLIC TUBING (EMT). SET SCREW FITTINGS MAY BEUSED IS AREAS NOT SUBJECT TO MOISTURE; USE WEATHERPROOF COMPRESSION FITTINGS IN ALL LOCATIONS SUBJECT TO MOISTURE. FINAL CONNECTIONS TO RECESSED LIGHTING FIXTURES, VIBRATING EQUIPMENT, ETC. SHALL BE MADE WITH FLEXIBLE METALLIC CONDUIT ("GREENFIELD") IN LENGTHS NOT TO EXCEED 5 FEET; WHERE SUCH CONNECTIONS ARE MADE IN LOCATIONS SUBJECT TO MOISTURE, USE WEATHERPROOF FLEXIBLE METALLIC CONDUIT ("SEALTITE") IN LENGTHS NOT TO EXCEED 5 FEET. IF PERMITTED BY LANDLORD AND LOCAL AUTHORITIES, CONCEALED BRANCH CIRCUIT WIRING MAY BE INSTALLED IN METALLIC CABLE ("MC"). MC CABLE SHALL BE INSTALLED IN A WORKMANLIKE MANNER. NO SUCH CABLE SHALL BE INSTALLED IN FRONT OF WALL OR PARTITION FROM CEILING SPACE DOWN INTO PANEL. SUCH CABLES SHALL BE INSTALLED WITHIN WALL OR PARTITION IF POSSIBLE. IF SUCH CABLES ARE INSTALLED IN FRONT OF WALL OR PARTITION, USE CONDUIT SLEEVES OR ENTER CABLES INTO A JUNCTION BOX INSTALLED ABOVE CEILING AND SPLICE ONTO WIRING INSTALLED IN CONDUIT DOWN INTO PANEL. IF LATTER METHOD IS USED, INSTALLATION MUST BE IN COMPLIANCE WITH THE NATIONAL ELECTRICAL CODE AMPACITY TABLES NOTE 8(A). FOR THIS PURPOSE; #12 AWG TYPE THHN WIRE SHALL BE RATED AT NOT MORE THAN 25 AMPERES. ALL EXPOSED WIRING, PANEL FEEDERS, HVAC EQUIPMENT FEEDERS, ETC. SHALL BE INSTALLED IN ELECTRICAL METALLIC TUBING (EMT). NO EXPOSED NON-METTALIC CABLE SHALL BE PERMITTED. 3. WIRING IN EARTH OR CONCRETE SHALL BE INSTALLED IN GRC CONDUIT, IMC CONDUIT OR PVC CONDUIT (SCHEDULE 40). EACH CONDUIT RUNNING OUT TO OR THRU THE GAS CANOPY OR TANKS AREA SHALL BE GRC FOR THE ENTIRE RUN OF CONDUIT. WHERE PVC CONDUIT IS USED, AN ADDITIONAL GROUND WIRE SHALL BE INSTALLED AS REQUIRED BY THE NATIONAL ELECTRICAL CODE. THERE SHALL BE NO EXPOSED PVC CONDUITS. ALL STUB UPS, EXTENSIONS ABOVE GRADE, ETC. SHALL BE IN METAL RACEWAY. USE GRC CONDUIT, IMC CONDUIT OR EMT. (THERE SHALL BE NO EMT INSTALLED IN CONTACT WITH EARTH OR CONCRETE.) ALL UNDERGROUND CABLE SHALL BE INSTALLED IN RACEWAY. NO DIRECT BURIAL CABLE OF ANY KIND SHALL BE USED UNLESS SPECIFICALLY NOTED. ALL UNDERGROUND WIRING SHALL BE INSTALLED AT DEPTHS AS PRESCRIBED BY THE NATIONAL ELECTRICAL CODE. WHERE REQUIRED BY THE N.E.C., INSTALL A CONCRETE ENVELOPE AROUND CONDUITS. FOR UNDERGROUND WIRING IN EXCESS OF 600 VOLTS, A CONTINUOUS WARNING RIBBON SHALL BE INSTALLED 24" ABOVE CONDUITS STATING "CAUTION BURIED HIGH VOLTAGE LINE BELOW". RIBBON SHALL BE DETECTABLE TYPE AND SHALL BE LEM PRODUCTS #DET-609 OR EQUAL. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING OF FINISHED SURFACES, EXCAVATION, CONCRETE ENVELOPES, TAMPING, BACKFIELD, ETC. REQUIRED FOR INSTALLATION OF UNDERGROUND WIRING. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO DETERMINE THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES, FACILITIES, ETC. PRIOR TO STARTING ANY EXCAVATION. ELECTRICAL CONTRACTOR SHALL HAVE TOTAL RESPONSIBILITY FOR ANY DAMAGE DONE TO ANY EXISTING UNDERGROUND UTILITIES OR OTHER FACILITIES BY HIS WORK. COLORS AND FINISHES OF ALL SWITCHES, RECEPTACLES, DIMMERS, COVER PLATES, ETC. WILL BE SELECTED BY ARCHITECT. VERIFY ALL SUCH COLORS AND FINISHES PRIOR TO INSTALLING ANY WIRING DEVICES. 4. SWITCHES AND RECEPTACLES SHALL BE SPECIFICATION GRADE (NOT "COMMERCIAL GRADE"). ALL WIRING DEVICES SHALL BE RATED AT 20 AMPS AT THE VOLTAGE AT WHICH THEY WILL BE USED. WIRING DEVICES SHALL UTILIZE CLAMP TYPE TERMINALS; BACK WIRED "PRESSURE TYPE" INSERT TERMINALS ARE NOT ACCEPTABLE. SINGLE POLE SWITCHES SHALL BE HUBBELL #1221 SERIES (OR EQUAL); 3 WAY SWITCHES SHALL BE HUBBELL #1223 SERIES (OR EQUAL). FOUR WAY SWITCHES SHALL BE HUBBELL #1224 SERIES (OR EQUAL). DUPLEX RECEPTACLES SHALL BE HUBBELL #5362 SERIES (OR EQUAL). DIMMERS SHALL BE AS SPECIFIED ON DRAWINGS. WHERE SWITCHES AND DIMMERS ARE SHOWN ADJACENT TO EACH OTHER, DO NOT INSTALL IN COMMON "GANG BOXES". SWITCHES MAY BE IN COMMON BOXES AND DIMMERS MAY BE IN COMMON BOXES. HOWEVER, IF SWITCHES AND DIMMERS ARE INSTALLED IN SAME COMMON BOX, COVER PLATES WILL NOT ALIGN PROPERLY. ALLOW 1" SPACE BETWEEN SWITCH BOXES AND DIMMER BOXES. CAUTION: USE SEPARATE NEUTRALS FOR EACH DIMMER CIRCUIT. USE OF A COMMON NEUTRAL MAY CAUSE DIMMERS TO MALFUNCTION. WHERE SWITCHES ARE SHOWN GANGED TOGETHER, LOCATIONS ARE DIAGRAMMATIC ONLY. ARRANGE SWITCHES IN ROWS AS FIELD CONDITIONS DICTATE. 5. ISOLATED GROUND CIRCUITS SHALL CONTAIN FULL SIZE, INSULATED, ISOLATED GROUND WIRE WHICH SHALL RUN DIRECTLY FROM RECEPTACLE GROUND -TERMINAL TO THE SERVICE ENTANCE EQUIPMENT GROUND BUS IT SHALL BE CONNECTED AT NO OTHER POINT. WIRING FOR SUCH CIRCUITS SHALL NOT SHARE A NEUTRAL WITH NOR BE IN THE SAME CABLE OR RACEWAY WITH WIRING FOR ANY OTHER CIRCUIT. AT EACH LOCATION SHOWN, FURNISH AND INSTALL A 20 AMP, DUPLEX, ISOLATED GROUND RECEPTACLE IN PRECISE LOCATION AS DIRECTED IN FIELD. ISOLATED GROUND RECEPTACLES SHALL BE HUBBELL #IG5362 OR EQUAL. WHERE SUCH CIRCUITS ARE IN CLOSE PROXIMITY, ONE COMMON ISOLATED GROUND WIRE MAY BE INSTALLED TO SERVE TWO SUCH RECEPTACLES. HOWEVER, EACH RECEPTACLE SHALL CONTINUE TO BE SERVED BY A SEPARATE CIRCUIT AS SHOWN. 6. ALL WIRE/CONDUCTORS FOR THIS PROJECT SHALL BE COPPER REGARDLESS OF WIRING METHOD. r r I CO cD Y CD EL T fr Z 0 j Q Z m LZ LI � Lu z Q Q w v 3 p N 0 N LLl M -0 U) T 0 T N >Lo J co m co Lo o L j Op LL z J Q _� W = U, aQo= 06 � T �j M CL w w o ` /r =) N cr a U) ui O Z Z Q J_ Q ui 0 C) G Q V Q ui _Z J ui w 7 t L w v! w U) 0'. Q. . ', r 53� TE OF oft ftertitrt 03/03/2017 o 0 Q M O d � M O co = o r Lu o ~ w a 0 z o F- m N N O — W Y NJ OC) - - - 7 N V 0 ' DELIVERY STAGING J� JJ I �....;: :< 75 CAND. D-51/ L-1 F _ .... R� : R�. _ ~ O-1 / D-4 i-57/ L-1 D-56/ L-t SELF SERVICE °': O P WALK-IN REFRIG. aq ..................... a € 15 CAND. MEN ,.,,,........ .....,. a. 2/ D , ................. ............. 2 - - ELECTRICAL ............ �I 15 CAND. � 3/ D _... - ; i a 15 (AND. : O 3/ .. - - ' D-50/ L-1 O ' DELIVERf STAGING : . FOOD SERVICE FOOD SERVICE .........WALK4N REFRIG. WALK-IN FREEZER---------------------- ...... 194 :. I R ;7 3/D1 CAND. a , D-60/ L-1 • ... ..... .. ¢ . ATTIlW 75 CAND. ).42C L-1 0-3/ D-1 P ` P 4 WASH ROOM 194 ASSOCIATE F� r ABOVE CEILING ....... D-63/ L-1 , RTU-2 DUCT 15 AN . 4 ;:.. .. O 041 D-3 :, ................... ----------------- .. , �: .: : � : • :' ii'..\'::•:i::v:v:ti.Y�ti{�i;?.v:.:\:::::b}•.vv:.vi:vvv::.»v ..... .. ,... 135 0 Q.. D R 1 FIRE ALARM DEVICE PLAN E8 1/4" =1'-0" REM r L-1 / D-69 r 110 CAND. O-2/ D-1 L-1/ D-70 LEGEND 194° O_ HEAT DETECTOR - RATE OF RISE FACP FIRE ALARM CONTROL PANEL 194° O HEAT DETECTOR -FIXED TEMP. FASA FIRE ALARM SYSTEM ANNUNCIATOR F OP PHOTOELECTRIC SMOKE DETECTOR NAC NOTIFICATION APPLIANCE CERT. FIRE ALARM HORN/STROBE ANNUN. OO D RTU MOUNTED SMOKE DETECTOR FIRE ALARM STROBE SF SPRINKLER FLOW © FIRE ALARM PULL STATION ST SPRINKLER TAMPER EOL END OF LINE GENERAL NOTES: 1. FIRE ALARM SYSTEM INSTALLED BY OTHERS. E.C. TO PROVIDE 3/4" CONDUIT, BOX AND PULL STRING FOR ALL PULL STATIONS & STROBES LOCATED IN BUILDING. 2. FIRE ALARM CONTROL PANEL TO BE MOUNTED 96" AFF. 3. UNLESS OTHERWISE NOTED, MOUNT ALL PULL STATIONS AT 48" AFF AND AV'S TO 84". 4. ALL FIRE ZONE DEVICES SHALL BE WIRED WITH 18 GUAGE/ 2 PAIR RED FIRE WIRE. 5. SPRINKLER TAMPER AND FLOW SWITHCES ONLY USED IF SPRINKLER SYSTEM REQUIRED BY AHJ. SEE ELECTRICAL CONDUIT PLAN FOR CONDUIT TO TAMPER AND FLOW SWITCHES AT BACKFLOW PREVENTER IF REQUIRED BY AHJ. 6. ALL FIRE ALARM HORN/STROBES SAHLL BE WIRED WITH 16 GUAGE/ 2 PAIR RED FIRE WIRE WHEN NOT USING SILENT KNIGHT 5495 POWER SUPPLY. 7. CONNECTION BETWEEN SECURITY CAMERA SYSTEM AND FIRE ALARM SYSTEM PANEL SHALL BE A 22 GUAGE/ 2 PAIR. 8. DRAWING IS FOR INFORMATION PURPOSES ONLY. FINAL FIRE ALARM PLAN TO BE PROVIDED FOR PERMIT AND INSTALLATION BY A LICENSED CONTRACTOR. KEYNOTES. X 1. FIRE ALARM CONTROL PANEL TO BE MOUNTED 96" AFF. PROVIDE 1" CONDUIT FROM FIRE ALARM CONTROL PANEL TO SECURITY PANEL LOCATED IN THIS ELECTRICAL ROOM. 2. FIRE ALARM PULL STATION SHALL BE NOT LESS THAN 3'-6" (1.1 M) AND NOT MORE THAN 4'-6" (1.5M) AFF. PROVIDE PROTECTIVE COVER TO PREVENT ACCIDENTAL INITIATION. 3. FOR EXACT LOCATION OF ALL DEVICES IN MANAGER'S OFFICE, SEE ARCHITECTURAL ELEVATIONS SHEET. 4. FACTORY INSTALLED SMOKE DETECTOR IN MAIN SUPPLY AND RETURN OF EACH ROOF TOP UNIT. 0. �i CM Mz 0 J 07 Q 2-- co Z LLJ w z C w Q w Q v C) cio N O N H Lb 00 N Lo W I O T T N Lo J mC" M c'' Lo w 000 L z � I Q w= w 06 z Q co 3: N o � Q CL No 7 w Ri E OF on i'k 03/03/2017 O N 0 M O m CM O 79 V O .O-., •y a � w co o� w a 0 z o r- z H cs N 0 o M W Y U Lu CD ti W M �' W O N CDcc W U a x a o 0 c� Ir VISTA-128FB EOL OUTPUTI 4.7k EOL 4.7k OUTPUT 2 FIRE ALARM SYSTEM RISER DIAGRAM NOT TO SCALE w r M Y I..L w cr Q L J Cn Q Z • m z w % z j 3�: Q Sp w v � N3: Q 0 N H Lb 00 N LO W 0 H U) T T N >U) J mM c'' Lo oL-LJ 00 L.L z � Q w w T O z H CL T y M w � � N a G Q C� Q 0 fr W U) rr W V ) C) Q w co w w No 7 µ .� w «. �ir— E QE i zz 03103/2017 ar- Co A Q N Ch O d 7 M O t V N C O +�-, ma fl. � G H W d C z O rl- z H Ln N C1 L) oo ch zLu W n- 12- e w w a M M cl ti GENEFZAL NOTES: 1. ELECTRICAL CONTRACTOR TDPROVIDE CONDUIT, BOX AND PULL STRING TDABOVE ACCE88A8LECEILING FOR ALL DEVICES, PANELS AND OTHER ELECTRICAL EQUIPMENT LOCATED |NWALL OR HARD CEILING SPACES. 3. ALL SECURITY SYSTEM PANELS, DEVICES, CAMERAS, SPEAKERS, AND ASSOCIATED WIRING SUPPLIED AND INSTALLED BYWAWA SECURITY CONTRACTOR 3. CONNECTION BETWEEN SECURITY CAMERA SYSTEM AND FIRE ALARM SYSTEM PANEL SHALL BEA2GAUGE/ 2PA|R. 4. ELECTRICAL CONTRACTOR SHALL PROVIDE AND (1)RG-59COAX CABLE TOEACH SECURITY CAMERA FROM CAMERA POWER SUPPLY. PROVIDE 2WHITE 1G'3 CONDUCTORS FOR POWER SUPPLY. 5. PHONE LINES PROVIDED BYOTHERS. E.CTOPROVIDE CONDUIT. BOX AND PULL STRING TOACCESSIBLE ABOVE CEILING SPACE. G. EXTERIOR WALL MOUNTED CAMERAS (NOT UNDER CANOPIES) TO8EMOUNTED ATHEIGHT OF14FEET. 1. SECURITY CONTRACTOR TOMOUNT OUTSIDE CAMERAS S & 1OVIEWING GAS PUMPS. SEE SHEET E4FOR CONDUITS. 2. FOR EXACT LOCATION OFALL DEVICES |NMANAGER'S OFFICE SEE SHEET A1O. 3. SECURITY CONTRACTOR SHALL MOUNT SECURITY SPEAKER ABOVE OFFICE CEILING, SECURED TOWALL OR METAL STUD. 18GAUGE/ 1PAIR. 4. TRASH DOOR SECURITY TIMER RELEASE BUTTON MOUNTED |NOFFICE SECOND SWITCH MOUNTED TOTHE RIGHT 0 F C ' O REOPENING IN FIRST S CAB INB . (N O TIME DELAY NEEDED WITH BAQSYSTEM) 5. DELIVERY DOOR TIMER RELEASE BUTTON MOUNTED IN OFFICE BELOW SECURITY KEYPAD, SECOND SWITCH MOUNTED T0THE LEFT OFCORE OPENING |NFIRST CABINET. G. MOUNT SECURITY PANELS 96"FROM FLOOR. FIELD TRASH DOOR ZONE 12 COORDINATE EXACT LOCATION WITH WAWA PROJECT MANAGER. -IN CAMERA, PROVIDE O/STYPE22 GAUGE 2 PAIR CAMERA15 7. FOR SELF SERVWALK MODEL 1045WNCCB RATED FOR COOLER TEMPERATURE. ''' -----------�� =............................................ ........ ^'''''''''''''''' . _ � � � c � l� - ' ' RUN WIRE ONLY AND SUPPLY 18 PUSH BUTTON BUZZER (EXTER|OR) PUSH BUTTON BELL (|NTER|OR) | i -/ BU��ER(E�TER|CR)/BELL(|NTE�|O R )i�r--- � � ---�-- ____-______-- -- �� CHIME ."�^`-' - --"""�^.............-_�- -' --- DOR 1 SECURITY SYSTEM PANELDC ~LOWVOLTAGE FEED ON HINGE SECURITY SYSTEM KEYPAD - - � [r -_ - ��' o -_ \ _ ^ --1 -- �---/ PANIC BUTTON ,u ___� /EPANIC BUTTON VOHLEAD '--.. .......... ASSOCIATE __-_�.-... ------' '�-WASH R--N�--�-'''�j ........... _i__AS SECURITY SPEAKER .............. ............ .............. ............. ------ ............. . ........... ................... . .............. ............... DPS DOOR STRIKE POWER SUPPLY �--.... -'--'----.--- ^------ r---� FD S] DOOR STRIKE �:�� -� . �--'--�--� `_------' ------�-~~ - �� ........... --------=��------�c��----� �A�ER4V�HDVVNGD|�E�T|(]N) �! ^ `,,' , _� ,/ RETAIL U _/ ��- ' [� �/ // � CAMERA /m ' -------d----� cnnTEMPERATURE AND WEATHER) ------ - ��.................. {S�.=._-�i--_---i . ��-� ��-.-- --- ---'--�-�- ---- '--�UMONITOR FOR CAMERAS (CC3V) \ | \ | / \ ----------------------------------------------------- 0 TYPE. -- ,��- CAMERAQ,�� CAMERA10 Ols CAMERA 12 TYPE SECURITY PLAN � . � - - � [r -_ - ��' o -_ \ _ ^ --1 -- �---/ PANIC BUTTON ,u ___� /EPANIC BUTTON VOHLEAD '--.. .......... ASSOCIATE __-_�.-... ------' '�-WASH R--N�--�-'''�j ........... _i__AS SECURITY SPEAKER .............. ............ .............. ............. ------ ............. . ........... ................... . .............. ............... DPS DOOR STRIKE POWER SUPPLY �--.... -'--'----.--- ^------ r---� FD S] DOOR STRIKE �:�� -� . �--'--�--� `_------' ------�-~~ - �� ........... --------=��------�c��----� �A�ER4V�HDVVNGD|�E�T|(]N) �! ^ `,,' , _� ,/ RETAIL U _/ ��- ' [� �/ // � CAMERA /m ' -------d----� cnnTEMPERATURE AND WEATHER) ------ - ��.................. {S�.=._-�i--_---i . ��-� ��-.-- --- ---'--�-�- ---- '--�UMONITOR FOR CAMERAS (CC3V) \ | \ | / \ ----------------------------------------------------- 0 TYPE. -- ,��- CAMERAQ,�� CAMERA10 Ols CAMERA 12 TYPE SECURITY PLAN � . � ` 0- 0- jr Z � -m «- c') m KL 00 2p- LL 00LLI — - 06 z cf) CL U) LLJ w Z3 1'4 cr E10 1 ..........r _. ;.., :. ;..,. • 9 :. ,. :. > ti, RETAIL RE 1 LOW VOLTAGE PLAN E11 1/4" =1-4- GENERAL NOTES 1. THE INTENT OF THIS SHEET IS TO SHOW ROUTING OF SOME LOW VOLTAGE CONDUCTORS AND DEFINE ASSOCIATED TERMINATIONS. SEE OTHER ELECTRICAL FLOOR PLAN SHEETS FOR MORE INFORMATION ON RELATED DEVICES AND CONDUIT RUNS. 2. CABLES 1-8 TO TERMINATE IN 12 PORT PATCH PANEL. 3. CABLES 9-11 AND 13 TO TERMINATE IN BLUE RJ45 PLATE. 4. CABLES 14 AND 33 TO TERMINATE IN WHITE RJ45 PLATE. 5. CABLES 12 AND 15-17 TO TERMINATE IN ORANGE RJ45 PLATE. 6. CABLES 18-27 TO TERMINATE IN YELLOW RJ45 PLATE. 7. CABLE 29 TERMINATE IN WHITE RJ45 PLATE. 8. CABLE 28 TERMINATE IN RED RJ45 PLATE. DATA CABINET IS 24 PORT PATCH PANEL #1, 2 AND 3. CHECK OUT AND FOOD SERVICE IS 12 PORT PATCH PANEL. PLAN NOTES 1 ROUTE ONE (1) 25 PAIR CABLE FROM DATA CABINET TO CHECKOUT AREA TYP. OF 3. (CABLES #1-3) OROUTE ONE (1) 25 PAIR CABLE FROM DATA CABINET TO DELI AREA TYP. OF 4. (CABLES #5-8) OROUTE ONE (1) 4 PAIR BLUE OR GRAY CABLE FROM DATA CABINET TO OFFICE WALL TYP. OF 2. (CABLES #9-10 KVM 1 &2) OROUTE ONE (1) 4 PAIR BLUE OR GRAY CABLE FROM DATA CABINET TO ASSOCIATE AREA. (CABLE#11) OROUTE ONE (1) 4 PAIR BLUE OR GRAY CABLE FROM DATA CABINET TO PRINTER IN OFFICE AREA. (CABLE #12) OROUTE ONE (1) 4 PAIR BLUE OR GRAY CABLE FROM DATA CABINET TO TIME CLOCK. (CABLE #13) OROUTE ONE (1) 4 PAIR WHITE CABLE FROM DATA CABINET TO DVR IN OFFICE AREA. (CABLE #14) OROUTE ONE (1) 4 PAIR BLUE OR GRAY CABLE FROM DATA CABINET TO SCT IN ASSOCIATE AREA. (CABLE #15) OROUTE ONE (1) 4 PAIR ORANGE CABLE FROM DATA CABINET TO ATM AREA. (CABLE #16) 10 ROUTE CAT5 CABLE FROM DATA CABINET TO ABOVE DESK IN MANAGER'S OFFICE 11 ROUTE ONE (1) 4 PAIR YELLOW CABLE FROM ALLIED BOX TO VEEDER DATA BOX. (CABLE #19) 12 ROUTE TWO (2) 4 PAIR YELLOW CABLE FROM ALLIED BOX TO GAS PATCH PANEL AT SERVER RACK TYP. OF 8. (CABLES #20-27) 13 ROUTE ONE (1) 4 PAIR BLUE OR GRAY PHONE CABLE FROM PHONE DEMARC BOX TO PRINTER (CABLE #29) 14 ROUTE ONE (1) 4 PAIR BLUE OR GRAY TELEPHONE CABLE FROM PHONE DEMARC BOX TO VEEDER EQUIPMENT (CABLE #30) QROUTE ONE (1) 4 PAIR BLUE OR GRAY TELEPHONE CABLE FROM PHONE DEMARC BOX TO FOOD SERVICE. TYP. OF 2. (CABLES #31-32) 16 ROUTE ONE (1) 4 PAIR BLUE OR GRAY TELEPHONE CABLE FROM PHONE DEMARC BOX TO ASSOCIATE AREA (CABLE #33) QROUTE ONE (1) 4 PAIR BLUE OR GRAY TELEPHONE CABLE FROM PHONE DEMARC BOX TO CHECKOUT AREA (CABLES #34-35) 18 ROUTE ONE (1) 4 PAIR BLUE OR GRAY TELEPHONE CABLE FROM PHONE DEMARC BOX TO DATA CABINET (CABLE #36) 19 ROUTE ONE (1) 4 PAIR BLUE OR GRAY CABLE FROM PHONE DEMARC BOX TO OFFICE (CABLE #28) 20 CABLE ARRANGEMENT AT SYSTEMS AREA AND DATA RACK IS DIAGRAMMATIC ONLY, ROUTE CABLES NEATLY INTO EQUIPMENT USING CONDUIT RISERS INTO CEILING SPACE ABOVE. PROVIDE OUTLET BOX AND CONDUIT TO ACCESSIBLE ABOVE CEILING 21 SPACE PRIOR TO DRYWALL AND CEILING INSTALLATION. QROUTE ONE (1) VGA TRIPLE SHIELDED AND ONE (1) CAT5 FROM MEDIA PLAYER AT DATA RACK TO DIGITAL MONITOR. 23 ROUTE THREE (3) VGA TRIPLE SHIELDED AND THREE (3) CAT5 FROM MEDIA PLAYER AT DATA RACK TO DIGITAL MONITORS. (THREE SCREENS AT THIS LOCATION) 24 ROUTE ONE (1) 4 PAIR YELLOW CABLE FROM ALLIED BOX TO VEEDER DATA BOX. QROUTE ONE (1) 4 PAIR BLUE OR GRAY TELEPHONE CABLE FROM PHONE DEMARC BOX TO VEEDER EQUIPMENT. 26 ROUTE TWO (2) CAT5 FROM DATA CABINET TO FREESTYLE. WIRELESS NETWORK: A. (1) ORANGE CABLE FROM DATA CABINET TO CEILING IN FRONT OF FOOD SERVICES. B. (1) ORANGE CABLE FROM DATA CABINET TO CEILING IN CENTER OF RETAIL AREA FOR SECURITY SENSOR. C. (2) ORANGE CABLES FROM DATA CABINET TO RETAIL WALK-IN AND SELF SERV WALK-IN. D. (2) ORANGE CABLES FROM DATA CABINET TO EACH TOWER WALL. 15 CM co W O jr Z Oj � J J U) Q Z •m m W w a W CL Q z z w v p N Q 0 Lb 00 N Lo Lu m 0 vJ T T N >Lo CM m C' Lo 00 Z LL LL �_ J Q W w _ cr_ � z 0 Q CM w Lu � N a z W 0 w 0 w • r No 76 w .� ;• L0F1 O•• N 03103/2017 o �a 0 N M d 0 M O L V c o o .y "¢ W U) m G ~ w a 0 z o z H C> NM 0 N o o � Z w W W Y U N cr_a o Q C 0 U El 1 COLUMN SURROUNDS BY CANOPY MANUFACTURER ADHERED MANUFACTURED STONE VENEER BY G.C. 51 /2" X 4" X 23" MTL. TRIM, PREFINISHED WHITE CAULK 16" X 16" GALVANIZED MTL. COLUMN SURROUND BY CANOPY MAUFACTURER 2.5# SELF -FURRING GALVANIZED METAL ' I I LATH ' I I COAT I I , �CRATCH I I I Io I I MORTAR BED ' I I I I I I0 FIRE EXTINGUSHER ' I I I I I I CABINET I I I I I I 3 CA1 I I 11 I I CA1 ACCESS PANEL I I I I I o o oo I I I I I I o I I FIRE EXTINGUSHER ' I I I I I I I I 12x12 COL PER o TRUCTURAL I I I I H ' I I -- -D ,' MANUFACTURED ADHERED I I STONE VENEER TO o MANUFACTURED I I MATCH BUILDING SI I INSTALLED PER MFR.'S BY G.C. TONE VENEER RECOMMENDATIONS ' PVC DOWNSPOUT (AT o LOW SIDE OF ROOF I I ONLY), BY CANOPY MFF I I PRE -CAST I I STONE BASE o — 4- GRADE . 0 0" 2 12 COLUMN DETAIL CA1 1 1/2" =1'4' m co q — w w CC U z 00 LL O H w H W J B — > U w a- 1 g CANOPY FLOOR PLAN CA1 1/8" =1'-0" 24 CANOPY FRONT ELEVATION CA1 1/8" =1'-0" ora CV v bo c 0- 0 U LL o O H z w X W 0 N 00 2"X2" ST ANGLE #12 TEK SCREW,' NEOPRE WASHEF STL COL RE: STR FIRE EXTINGI CABINET #12 TEK SCREW; NEOPRE WASHEI 2°X2" ST ANGLE FIRE EXTINGUISHER DETAIL 3" =1'-0" 1 2 2.5# SELF -FURRING GALVANIZED METAL LATH GALVANIZED MTL. COLUMN SURROUND SECURE SPACER AND _ SCREW TO MTL. COLUMN — SURROUND (TYP.) SIGNAGE DECALS ADHERED TO ALUM. PLATE MORTAR BED SCRATCH COAT STEEL COLUMN PER STRUCTURAL ADHERED MANUFACTURED STONE VENEER TO MATCH BUILDING INSTALLED PER MFR.'S RECOMMENDATIONS f. B.O. SIGNAGEAh 80" A.F.F. (MIN.) FIRE EXTINGUISHER SIGN MOUNTING DETAIL �2� .BASE DETAIL 31' =11,0" GALVANIZED METAL COLUMN SURROUND ADHERED MFR'D STONE VENEER CONT. MTL FLASHING W/ HEMMED EDGES (HOLD FROM FRONT OF STONE 1/4" MIN.) SET IN A BED OF SEALANT 1 /2" TO 3/4" MAX. EXPANDED MTL LATH BEHIND STONE & BASE 18 GA. ROCK LEDGER ANGLE (4) PER COLUMN FOR CONCRETE BASE BY CANOPY MFR. GRADE 0'-0" PRE -CAST STONE BASE TO MATCH BUILDING BACKER ROD. AND PETROLEUM RESISTANT SEALANT 1 p HYDRANT DETAIL GALVANIZED METAL COLUMN SURROUND STEEL COLUMN PER STRUCTURAL 2"X2" STEEL ANGLE CONT. @ PERIMETER HAND HOLE IN STEEL COLUMN AND GALVANIZED METAL COLUMN SURROUND. SIZE AND LOCATION PER STRUCTURAL 10" X 10" STAINLESS STEEL FLUSH ACCESS PANEL BY GC MFR: J.L. INDUSTRIES MODEL: TM-1010 TMS 2"X2" STEEL ANGLE CONT. @ PERIMETER #12 TEK SCREWS W/ NEOPRENE WASHER (TYP.) 3 ACCESS PANEL DETAIL CAi 3" = V-0" CA1 3" =1'-0" STREET SIDE CA1 4 24 5 PER CIVIL (EXTENTS OF CONCRETE SLAB) 2.5# SELF -FURRING GALVANIZED METAL LATH GALVANIZED MTL. COLUMN SURROUND STEEL COLUMN PER STRUCTURAL CONTINUOUS SEALANT KEYED HOSE BIB TO BE INSTALLED BY PLUMBING CONTRACTOR SCRATCH COAT MORTAR BED ADHERED MANUFACTURED STONE VENEER TO MATCH BUILDING INSTALLED PER MFR.'S RECOMMENDATIONS 01 I� 0 GENERAL NOTES: 1. ALL WORK SHALL COMPLY WITH THE FLORIDA BUILDING CODE 5TH EDITION (2014), THE FLORIDA FIRE PROTECTION CODE 5TH EDITION (2014), 2012 NFPA 30A CODE FOR MOTOR FUEL DISPENSING FACILITIES AND REPAIR GARAGES, AND 2012 NFPA 10 STANDARD FOR PORTABLE FIRE EXTINGUISHERS. SEE COVER SHEET FOR DETAILED CODE INFORMATION. 2. FIRE EXTINGUISHER CABINETS (F.E.C.) SHALL BE STAINLESS STEEL SURFACE MOUNTED AS MANUFACTURED BY J.L. INDUSTRIES, COSMOPOLITAN SERIES, MODEL #2033, WITH FULL CLEAR ACRYLIC GLAZING ON DOOR. FIRE EXTINGUISHER CABINETS ARE SUPPLIED BY WAWA AND INSTALLED BY GENERAL CONTRACTOR. ONE PER MPD ISLAND. SEE DETAILS THIS SHEET FOR REQUIRED MOUNTING HEGHTS. 3. FIRE EXTINGUISHERS SHALL HAVE A MINIMUM UL RATING OF 4A:60-B:C (HIGH FLOW). FIRE EXTINGUISHERS CONNECT DOWNSPOUT TO COMPLY WITH 2O12 NFPA 30A AND MEET OR EXCEED 2012 NFPA 10 CLASS B SPECIAL HAZARD FIRE 8 TO SITE STORM PROTECTION RECOMMENDATIONS. FIRE EXTINGUISHERS ARE SUPPLIED BY WAWA AND INSTALLED BY DRAINAGE SYSTEM. PETROLEUM CONTRACTOR. ONE PER MPD ISLAND. SEE CIVIL. 4. FIRE EXTINGUISHER SIGNS PROVIDED AND INSTALLED BY WAWA. SEE DETAIL THIS SHEET FOR REQUIRED MOUNTING HEIGHT. BOLLARD (TYP.) I I 1 I 5. WARNING SIGNS SHALL BE PROVIDED BYWAWA AND INSTALLED BY THE PETROLEUM CONTRACTOR AT l� I I 15 EACH MPD ISLAND. WARNING SIGNS (2012 NFPA 30A 9.2.5.4 SIGNS) SHALL INCLUDE BUT NOT BE LIMITED TO: CA2 a. NO SMOKING. SPILL KIT VALET, LOCATIONS AS b. STOP ENGINE. I I INDICATED ON FLOOR PLAN 3/CA1 c. UNLAWFUL TO DISPENSE GASOLINE INTO UNAPPROVED CONTAINERS, 6. LOCATION OF TRASH UNITS AND RECYCLE UNITS SHALL BE AS SHOWN ON FLOOR PLAN. LEVEL DOWNSPOUT IN COLUMN RECEPTACLES WITH ADJUSTABLE LEVELERS AND ANCHOR TO CONCRETE SURFACE USING (2) 3/8" X 3 3/a" WEDGE ANCHORS PER UNIT. UNITS ARE FURNISHED AND INSTALLED BY WAWA. (BY CANOPY MANUFACTURER TYP. EACH COLUMN @ LOW SIDE OF ROOF) 7. LOCATION OF SPILL KIT VALETS SHALL BE AS SHOWN ON FLOOR PLAN. ANCHOR TO CONCRETE SURFACE c� 0- EQ RECYCLING UNIT (TYP.) WITH ANCHOR BOLTS AND WING NUT FASTENERS. SPILL KIT VALETS ARE SUPPLIED BY WAWA AND E INSTALLED BY PETROLEUM CONTRACTOR. ,'"- 1 8. VERIFY IF MUSIC IS ACCEPTED OR REQUIRED WITH WAWA REAL-ESTATE ENGINEER AND PROJECT MANAGER, SEE SHEET CE1 ELECTRICAL CANOPY PLANS, DETAILS, AND SCHEDULES FOR MUSIC o "RIVERSIDE STEEL INC." STAINLESS INSTALLATION REQUIREMENTS. MUSIC SHALL BE INSTALLED BY THE PETROLEUM CONTRACTOR. o _ zCL STL. "ISLAND" STYLE FORM.13" CURB, c " �2 a I 6OR LESS ABOVE CONCRETE 9. VERIFY CANOPY CONFIGURATION ON FINAL SITE PLAN, SURFACE TO COMPLY WITH `• ACCESSIBILITY REQUIREMENTS 10. ALL METAL AND ALUMINUM TRIM SHALL MATCH ATAS #26 BONE WHITE UNLESS NOTED OTHERWISE (U.N.0), TRASH UNIT (TYP.) M N SEMI -RECESSED FIRE o qiAkl EXTINGUISHER CABINET T ` (F.E.C.) 48" TO TOP OF CABINET. l+j O BOLLARD (TYP.) EQ EQ 3'-6" 6 GAS ISLAND DETAIL Al 1/4" =1'-0" n7 4 210' - 0" (EXTENTS OF CANOPY TRIM) 14' - 0" 26' - 0" 26' - 0" 26- 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 14' - 0" r— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - 1 I I BOLLARD (TYP.) DOWNSPOUT IN COLUMN (BY CANOPY MFR. TYP. EACH COLUMN @ LOW 6 I I O O SPILL KIT VALET i O O O O O O O O O O SIDE OF ROOF) O O CA1 O O I SPILL KIT VALET O O O RECYCLING O RECYCLING UNIT O RECYCLING UNIT O RECYCLING UNIT O RECYCLING UNIT O RECYCLING UNIT RECYCLING UNIT RECYCLING UNIT UNIT I to 0 Cn I p = g cn CDm, gi i �= p i g �_ pl � rn I p= I a a a a a; a} a: a� 1 I ❑ TRASH UNIT ❑ TRASH UNIT ❑ TRASH UNIT ❑ TRASH UNIT ❑ TRASH UNIT El TRASH UNIT ❑ TRASH UNIT ❑ TRASH UNIT I I FEC I 1 FEC FEC - FEC WALL HYDRANT (NO COVER ON BOX WITH KEYED OPERATION AND HOSE HOOK). SEE HYDRANT DETAIL, THIS SHEET, AND P5 FOR SPECIFICATION. - FEC BOLLARDS (TYP.)F FEC I O O I 1 O O O O EXTENTS OF CANOPY OF ABOVE (TYP.) O O O O O O RUN PIPING N COLUMN SURROUND. W - -H_ - O O O EXTENT OF CONCRETE SLAB (TYP.) I 1 30 WAWA SIDE CA1 3/4" COLD WATER LINE. .� RUN UNDERGROUND TO WATER SERVICE ROOM AT BUILDING. USE BLACK POLY PEX PIPE. SEE SHEET P2 FOR CONTINUATION. MPD ISLAND MPD ISLAND MPD ISLAND MPD ISLAND MPD I�LAND MPD ISLAND MPD ISLAND MPD ISLAND 2' 0" (IYP.) 26 CA2 _ T.O. CANOPY 21' - 21/4' B.O. CANOPY 15' -1 3/4" _\�B.O. TRUSS 14'-0" GRADE 0'-0" NOTE: SIGNAGE IS SHOWN FOR REFERENCE ONLY SEPARATE PERMIT REQUIRED ""- """ -EKED METAL PANEL DECKING HATCH BUILDING METAL ROOF T.O. CANOPY 21' - 21/4" B.O. CANOPY 15' -1 314" B.O. TRUSS 14'-0" IIM ETCH BUILDING METAL ROOF — GRADE 0'-0" cr U) J_ Q F-- w 0 0 Z uJ z 0 Q > J W W co CD O aaLLI Z J Q m Z Z w Q U) z L w p Q u U � N < 0 N W 0 v, T O T N 0 Z U CD Q �M W V 0 Lo Q _j CO 0° �- LL- U) J Q w= z Q Lu a �04 0 N cv) d O M 75 O m s y c o w w C w a d z o z U o M Z W W �_ o Y m `„ a o c� _ "' 0 a c o 0 m 0 0 30 CANOPY REAR ELEVATION CAi 1/8" =1'-0° MPD ISLAND MPD ISLAND MPD ISLAND MPD ISLAND MPD ISLAND MPD ISLAND MPD ISLAND MPD ISLAND 12 CANOPY ROOF PLAN CA2 1/8" =1'-0" 24 CA1 WAWA SIDE 2 PIECE ALUMINUM GUTTER BY CANOPY MFR. 9" 1/8" PLASTIC COVER BY A 3" OVERLAP AND SEAL WATER TIGHT IDEAL SHIELD PRE-ENGINEERED METAL PANEL 2" LAM PANEL BY CANOPY DECKING BY CANOPY MFR. MFR. MATCH DECK MATERIALCENTER OF BOLLARD FLUSH WITH RAFTER BEAM COVER 9" MIN. FROM EDGE OF DRAIN RING W/ GUTTER EMBEDDED 1/2" POUR 6" SCH. 80 STEEL PIPE STRAINER BY CANOPY MFRINTO SEALANTPVC F71 SLEEVE CUT 1" I I FACE OF SIDEWALK NEOPRENE TAPE 20GA EMBOSSED TRIM BELOW FINISHED 1" SIKAFLEX 1C — — ATTACH TO LOWER GUTTER ELEVATION I I I SL SEALANT I I I TRIM, COLOR TO MATCH TOP OF ROOF PANELS 16 ► 10" SCHEDULE 40 PVC 4" DIA. SCH. 40 PIPE WELDED CA2 I I I SLEEVE CUT 1"BELOW FINISHED SIDEWALK INTO RAFTER BEAM BY ';r ;_ I I ELEVATION CANOPY MFR ADJACENT B.O. CANOPY . j II ISUB — — — — — 13/4" I 3 NON -SHRINK B15 ASU BASE THICKNESS 1;:= -' PEA GRAVEL CONCRETE CONCRETE ENCASEMENT LL� ENCASEMENT "''"" I I --- . 'I I.` SUBGRADE PVC TRANSITION BY 6" SCH. 80 1 /4" / 12" CANOPY MFR. 10" SCH. 40 PVC STEEL PIPE I PEA GRAVEL SLEEVE 6" COMPACTED PEA GRAVEL BED NOTE: REFER TO CIVIL DRAWING FOR G BY ADDITIONAL BOLLARD INFORMATION 1 SECTION @ TRENCH DRAIN i COLUMN BY WITH INTERIOR PVC CANOPY MFR 8 16 ENLARGED BOLLARD DETAIL 15 BOLLARD DETAIL BARE I I DOWNSPOUT BY CANOPY MFR. AUGER G CA2 3/4" =1'-0" I I CA2 v -1-0' CA2 112-1-0 BLADE PUMP NUMBER SIGN BY SIGNAGE MFR. FIRE EXTINGUISHER SIGN RE: DETAIL 4/CA1 SEMI -RECESSED FIRE EXTINGUISHER CABINET MOUNTED AT BRACKET LOCATIONS PROVIDED BY CANOPY MANUFACTURER. TYP. 1 PER MPD. TOP OF CABINET 48" A.F.F. BOLLARD (TYP.) WAWA SIDE f A 12'-0" FACTORY ASSEMBLED STEEL TRUSS COLOR: FACTORY PAINTED WHITE STEEL FRAMING COLOR: FACTORY PAINTED WHITE T.O. CANOPY 21'-21/4' SIGN PANEL BY OWNER ON EACH END ELEVATION (TYP. OF 2) NOTE: SIGNAGE IS SHOWN FOR REFERENCE ONLY SEPARATE PERMIT REQUIRED — — — — — B.O. CANOPY 15' -1 3/4" ( B.O. TRUSS I I 14'-0" STEEL COLUMN _ COLOR: FACTORY PAINTED WHITE = 12' 0" •:: DOWNSPOUT IN COLUMN (BY CANOPY MFR. TYP. EACH COLUMN AT LOW =_ SIDE OF ROOF) > a: 12 SIM� MPD ISLAND TRASH UNIT W/ WINDOW CA1 WASHSTATION. LEVEL RECEPTACLES AND ATTACH W/ (2) 3/8" X 3 314" WEDGE ANCHORS SPILL KIT VALET BOLTED AND CAULKED TO CONCRETE BY FUEL CONTRACTOR. ALLOW FOR LID REMOVAL. REFER TO FLOOR PLAN 31CAl FOR LOCATIONS 0'-0" U) J_ Q W 0 Z Q Z 0 Q J C3 •< � .C3 V co to W Y O m I.L T LLj I� O G J CJ) Q Z mz LU w z� u j Q z w . Q v o N I 00 N ILo w cr 0 U) T C) T N 0 Z Q U U) Q 0 00 F- 2 oLo J co m _j Z IL C W = w LU z Q U O cc a o 0 N M O d 3 M 0 c o .y W � d G F- � w a 0 z o z H Lo N G Y Lu C) U O¢ Z c N Q = V 0 n 0 U co 0 n PERSPECTIVE (FOR REFERENCE ONL 26 CANOPY SECTION CA2 1/4" =1'-0" RECYCLE UNIT, LEVEL RECEPTACLES AND ATTACH W/ (2) 3/8' X 3 3/4" WEDGE ANCHORS CA2 CANOPY ELECTRICAL REFLECTED CEILING PLAN WAWA STORE SIDE 1/s" =1.4. Lighting Fixture Schedule TYPE MANUF. CATALOG NO. I QUANT. WATTS / LAMP I LAMPS / FIXTURE I MGT. FD I I LED - DECK MOUNT - SLOPED ADAPTOR 1 32 114 W 1 ISURFACE ALL LIGHT FIXTURES AND LAMPS SUPPLIED BY WAWA, INSTALLED BY G.C. ^OORDINATE FIXTURE. COUNT, LOCATIONS AND LAMP OUTPUT WITH SITE LIGHTING ENGINEERING DRAWINGS PULLBOX. COORDINATE WITH LOCATION OF HAND HOLE (BY CANOPY FABRICATOR) HAND HOLE FOR LIGHTING CONDUIT ON COLUMN D ONLY. SEE STRUCTURAL SHEETS FOR HAND HOLE SIZE AND EXACT LOCATION GALVANIZED RIGID CONDUIT (BY CANOPY FABRICATOR) PULLBOX AND SEAL OFF. COORDINATE WITH LOCATION OF HAND HOLE (BY CANOPY FABRICATOR) SEE STRUCTURAL SHEETS FOR HAND HOLE SIZES AND LOCATIONS THREADED CONNECTOR. 5 THREADS MIN. EXPOSED. RE: DETAIL 4/CE1 SEE STRUCTURAL FOR SIZE AND LOCATION OF HOLES CONDUIT (BY PETROLEUM CONTRACTOR) (WHERE OCCURS) RE: DETAIL 3/CE1 2 CANOPY SIDE ELEVATION ' ' S COLUMN SECTION CE1 yg■ =1-4- ELECTRICAL NOTES 1. ALL FIXTURES AND COMPONENTS SHALL BE GROUNDED BY A SEPARATE #10 GROUND WIRE. 2. PETROLEUM CONTRACTOR TO PULL WIRING FOR INTERCOM AT CANOPY (SUPPLIED BY OTHERS). 3. THE CONDUIT FOR THE "FD" FIXTURES TO RUN ALONG THE GUTTER PAN AND RUN TO THE FIXTURES IN THE FLUTES OF THE DECKING. NO CONDUIT SHOULD BE VISIBLE FROM BELOW THE CANOPY. 4. FOR DISPENSER DATA, VEEDER-ROOT SENSOR, AND INTERCOM/MUSIC PROVIDE CONDUCTORS AND CONNECTIONS AS REQUIRED. COORDINATE WITH WAWA CONSTRUCTION MANAGER. 5. USE THIS CIRCUIT TO PROVIDE POWER TO 208 VOLT ILLUMINATED SIGN AT THIS LOCATION BETWEEN CANOPY COLUMNS AT APPROXIMATELY 12' AFG. 6. ELECTRICAL CONTRACTOR TO COORDINATE WITH PETROLEUM CONTRACTOR AND GENERAL CONTRACTOR TO MAKE SURE THAT SEAL OFF FITTINGS AS REQUIRED ARE PROVIDED FOR CONDUITS ENTERING THE FUEL DISPENSERS AND THAT THE ELECTRICAL INSTALLATION AT THE GAS CANOPY AND FUEL TANKS IS IN ACCORDANCE WITH NEC ARTICLE 514. 7. FOR BRANCH CIRCUITS OUT TO CANOPY AREA, IF CIRCUIT LENGTH EXCEEDS 100 FEET WIRE/CONDUIT MUST BE SIZED PER FBC-13- 413.1.ABC.1.2 (FLORIDA ONLY). 8. LIGHT FIXTURES PROVIDED BY WAWA AND INSTALLED BY CANOPY VENDOR. E.C. RESPONSIBLE FOR CONDUIT, WIRING AND FINALCONNECTION. TANKS AND CANOPY CONDUITS AND CONDUCTORS NOTE: THE GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL GRC CONDUIT, ASSOCIATED FITTINGS AND WIRE NECESSARY TO PROVIDE A COMPLETE ELECTRICAL SYSTEM FOR THE GAS CANOPY, FUEL TANKS, MUSIC AND INTERCOM SYSTEM. HOWEVER, THE FOLLOWING CONDUIT SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR INDICATED BELOW. FUELTANKS PETROLEUM CONTRACTOR SHALL FURNISH AND INSTALL THE CONDUIT FROM THE EDGE OF THE FUEL TANK CONCRETE PAD AND TERMINATE AT THE TANK EQUIPMENT. GAS CANOPY PETROLEUM CONTRACTOR- SHALL FURNISH AND INSTALL THE CONDUIT FROM THE EDGE OF THE CONCRETE CANOPY PAD TO THE BASE OF THE CANOPY COLUMNS WHERE THEY WILL MAKE A THREADED CONNECTION. (REFER TO DETAIL 4/CE1) CANOPY FABRICATOR- SHALL FURNISH AND INSTALL THE THREADED CONNECTOR (MIN 5 EXPOSED THREADS) AT THE BASE OF THE CANOPY COLUMN AND CONTINUE UP THROUGH THE COLUMN TO A SEAL OFF AND J-BOX AT 2'-4" THEN CONTINUE WITH RIGID CONDUIT TO THE BOTTOM OF THE CANOPY WHERE IT WILL TRANSITION INTO SEALTIGHT CONDUIT AND TERMINATE AT THE FIRST ROW OF LIGHTS. GC SHALL CONNECT INTO THE FIRST ROW OF LIGHTS AND COMPLETE THE ELECTRICAL CANOPY LIGHTING. PETROLEUM CONTRACTOR SHALL ALSO INSTALL THE CONDUIT FROM THE EDGE OF THE CONCRETE CANOPY PAD TO THE TERMINATION POINT FOR THE MUSIC AND INTERCOM SYSTEMS. GASOLINE CANOPY CONDUIT REQUIREMENTS: (1) 3/4" GRC TO EACH DISPENSER FOR INTERCOM/MUSIC (1) 1" GRC TO EVERY OTHER CANOPY COLUMN B FOR CANOPY LIGHTING. (1) 1" GRC TO EVERY OTHER CANOPY COLUMN B FOR SPARE (2) 3/4" GRC TO EACH DISPENSER. (1 POWER, 1 DATA) (1) 3/4" GRC TO EACH DISPENSER. (VEEDER-ROOT SENSOR) FUEL DISPENSER LOCATION 4 THREADED CONNECTION CE1 3" =1,-0„ CANOPY COLUMN A" 0 o-------------- Et I \ I I I \ I I I I I COLUMN "B" I I I I I I I I I I I I 1 I I I I l i W U I I Q I i X 0 I i Q j Q W W 0 0 O Z O X W z a a z o o cn U U W U C�7 v c C'' o v M M LUMN 'TOR XPOSED 1. CANOPY COLUMN "A" 0 0- 0- 0- FUEL DISPENSER I I LOCATION I I CANOPY I COLUMN I I I I I I „g„ I I I I I I I I I I I I I I I I I LU W 0 w 0 CL = z Cn O LU U 0 a Cn C� v g 0� � f- CO a 0 W a LU a z Cn o 0 0 U > - 0 U 0 WAWA ``' 'v STORE ce) SIDE FOR EACH PAIR OF DISPENSERS 3 CANOPY CONDUIT LOCATIONS CE1 1 1/2" =1'-0" W7 a, phi CM co W Y O � LLI� jr 7T Z oQ J Cl) Q Z m Z LUa ;� z � wa wQoQ U N O N Lo 00 CV Lo 4# LLJ Ir 0 T T CV O z Q U U) /Q V Co C\I Lo J CO Q m Ch ♦^ Z ILL V) J Q W = LU CC Z o= Q M� � � � N cc a U) LU LU U U) Q Uj M U) z 0 z Q U J Q U_ w U � LU � Uj C0 No x E OF �. ♦��fi .••O'I~€��,.• 03/03/2017 N Co d � Q Co o t y o c .0 w at y co d 0 z o z H W O Lo N Q N o o Z Q Q LU = Y U a o o U CE1 e 0 0 CLADDING AND COMPONENTS PRESSURES, PSF EXPOSURE C I = 1.0 V = 110 H = <30' 70 ROOF ANGLE 270 CANOPY TRIBUTARY AREA ZONE 1 ZONE 2 ZONE 3 A<36 -34 -52 -84 34 52 69 36<A<144 -34 -52 -52 34 52 52 A<144 34 -34 -34 34 34 34 COMPONENTS & CLADDING PRESSURES WIND PRESSURES & VELOCITIES GIVEN ABOVE ARE NOMINAL (V nom) NON-BLDG STRUCTURE WIND LOAD A. MONOSLOPE OPEN ROOF 1. MWFRS, TRANSVERSE WIND . W - 2 CASES UPLIFT 2. MWFRS, LONGITUDINAL WIND W W f 2 CASES DOWN WIND 1 CASE UP 1 CASE DOWN FOR EACH WIND DIRECTION GENERAL A. ALL WORK SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2014, AS ADOPTED AND SUPPLEMENTED BY LOCAL REGULATION. B. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS AT THE SITE AND SHALL NOTIFY THE ARCHITECT/ENGINEER OF DISCREPANCIES BETWEEN THE ACTUAL CONDITIONS AND INFORMATION SHOWN ON THE DRAWINGS BEFORE PROCEEDING WITH WORK. C. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE COMPLETE DESIGN OF THE STRUCTURE. THEY DO NOT INDICATE THE MEANS AND METHODS OF CONSTRUCTION UNLESS SO STATED OR NOTED. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE WORKERS, OR THEIR PERSONS DURING CONSTRUCTION. D. OBSERVATION VISITS TO THE SITE BY FOR OR REPRESENTATIVES OF THE FOR MAY BE MADE DURING CONSTRUCTION. ANY SUPPORT SERVICES PERFORMED HEREIN SHALL BE DISTINGUSHED FROM INSPECTION AND.OR TESTING SERVICES PERFORMED BY OTHERS, AND ARE NOT TO BE CONSTRUED AS SUPERVISION AND/OR MANAGEMENT OF CONSTRUCTION. E. THE CONTRACTOR SHALL PROVIDE TEMPORARY ERECTION BRACING AND SHORING OF ALL STRUCTRUAL MEMBERS AS REQUIRED FOR STABILITY OF THE STRUCTURE DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT/ENGINEER OF ANY CONDITION WHICH, IN HIS OPINION, MIGHT ENDANGER THE STAILITY OF THE STRUCTURE OR CAUSE DISTRESS WITHIN THE STRUCTURE. F. CONSTRUCTION MATERIALS SHALL NOT BE STACKED ON FLOORS OR ROOFS IN EXCESS OF THE DESIGN LIVE LOADS WHICH ARE INDICATED IN THE GENERAL NOTES. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT THE SUBCONTRACTORS ARE INFORMED AND DO NOT VIOLATE THIS IMPORTANT REQUIREMENT. IMPACT SHALL BE AVOIDED WHEN PLACING MATERIALS ON FLOORS OR ROOFS. G. DRAWINGS ARE NOT TO BE SCALED. H. FOR ACTUAL ELEVATION DATUMN ON FIRST FLOOR (REF. ELEV. 0'-0" HEREIN), SEE SITE PLAN. I. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO THE DETAILS PRESENTED, SIMILAR DETAILS SHALL BE USED SUBJECT TO THE REVIEW OF ENGINEER OF RECORD. J. SUBMIT WRITTEN REQUEST TO THE ARCHITECT FOR APPROVAL OF ANY PROPOSED CHANGE TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. SPLICING, CUTTING, NOTCHING OR OTHER ALTERATIONS TO STRUCTURAL MEMBERS ARE NOT PERMITTED WITHOUT WRITTEN AUTHORIZATION OF THE ENGINEER. ANY UNAUTHORIZED DEVIATION FROM THE CONTRAC T DOCUMENTS, AND CORRECTION THEREOF, IS THE RESPONSIBILITY OF THE CONTRACTOR. SUBSEQUENT DOCUMENTATION/REQUESTS TO BUILDING ENGINEERING OF RECORD FROM GC SHALL INCLUDE EVALUATION OF DEVIATIONS BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. K. THE MOST STRINGENT REQUIREMENTS APPLY IN CASE OF CONFLICT BETWEEN SPECIFICATIONS, STANDARDS, CODES AND DRAWINGS. L. DESIGN DATA ROOF LIVE LOADS 20 PSF DEAD LOADS (D) ROOF: 16 PSF, INCLUDING STRUCTURE SIGN: 20 PSF, INCLUDING STRUCTURE COLUMNS & TRUSSES STEEL SELF WEIGHT (490 PCF) UPLIFT LOAD COMBINATIONS (D) ROOF: 10 PSF, INCLUDING STRUCTURE SIGN: 10 PSF, INCLUDING STRUCTURE COLUMNS & TRUSSES: STEEL SELF WEIGHT (490 PCF) WIND DESIGN: (ASCE 7-10) ULTIMATE DESIGN WIND SPEED (V ult): 137 mph W NOMINAL DESIGN WIND SPEED (V nom): 107 mph RISK CATEGORY: II WIND EXPOSURE: C ENCLOSURE CLASSIFIATION: OPEN INTERNAL PRESSURE COEFF: +/- +/- 0.0 3. ROOF WL RESSURE (MWFRS & C&C) ARE THE COMBINED FFECT OF WIND IN BOTH SURFACES (TOP & BOTTOM) B. 2D TRUSSES, 36 PSF ON SOLID AREA, EACH TRUSS SIMULTANEOUSLY D. SIGN, 36 PSF. CASES A,B, AND C CONSIDERED E. COLUMNS, SQUARE, 38 PSF ALL COLUMNS SIMULTANEOUSLY IN THE WIND DIRECTION BEING CONSIDERED WIND PRESSURES & VELOCITIES GIVEN HEREIN ARE NOMINAL (V nom) SUBMITTALS A. SHOP DRAWING REVIEW IS FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT. CORRECTIONS OR COMMENTS MADE ON THIS REVIEW DO NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR ERRORS AND OMMISIONS, AND FROM COMPLIANCE WITH THE PLANS AND SPECIFICATIONS. CORRECTIONS OR COMMENTS DO NOT AUTHORIZE AN INCREASE IN THE CONSTRUCTION BUDGET. B. APPROVAL OF SHOP DRAWINGS DOES NOT INDICATE ACCEPTANCE OF DEVIATIONS FROM CONTRACT DOCUMENTS OR PREVIOUS SHOP DRAWING REVIEW, UNLESS SPECIFICALLY NOTED THEREIN BY ENGINEER OF RECORD. C. ANY CHANGES TO THE DESIGN CONCEPT SHOWN IN CONTRACT DOCUMENTS SHALL BE SUBMITTED IN WRITING AND APPROVED BY THE ARCHITECT AND ENGINEER PRIOR TO SUBMITTING SHOP DRAWINGS. ALL SUCH CHANGES SHALL BE "BUBBLED" ON THE SHOP DRAWINGS AND REFERENCED TO THE PROPER R.F.I. D. SUBMITTALS SHALL CONFORM TO THE REQUIREMENTS OF THE CONTRACT DRAWINGS (REFERENCE ITEM C ABOVE FOR EXCEPTION). NON -CONFORMING OR NON -REVIEWED SUBMITTALS WILL BE RETURNED WITHOUT REVIEW. 1. SHOP DRAWINGS SHALL BE "APPROVED", SIGNED AND DATED BY THE GENERAL CONTRACTOR PRIOR TO SUBMITTAL TO ENGINEER AND ARCHITECT OF RECORD. 2. SHOP DRAWINGS SHALL NOT CONTAIN REPRODUCTIONS OF THE CONTRACT DRAWINGS. 3. SUBMITTAL REQUIREMENTS: SHOP DRAWINGS/DATA TO BE SUBMITTED FOR APPROVAL CONCRETE MIX DESIGNS REINFORCING STEEL STRUCTURALSTEEL SHOP DRAWINGS/DATA TO BE SUBMITTED FOR APPROVAL. SUBMITTALS SHALL BE SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER LISCENCED IN THE STATE OF THE PROJECT PRE-ENGINEERED METAL PANEL DECKING PRE-ENGINEERED LAM. PANEL DECKING E. PROVIDE COPIES OF MANUFACTURERS LITERATURE FOR ALL MATERIALS AND PRODUCTS USED IN CONSTRUCTION ON THE PROJECT. FOUNDATIONS/SITE WORK A. FOUNDATION DESIGN IS BASED UPON THE FOLLOWING SOILS REPORT: NO REPORT PROVIDED: PRIOR TO CONSTRUCTION, CONTRACTOR SHALL RETAIN THE SERVICES OF A QUALIFIED GEOTECHNICAL ENGINEER. THE GENERAL CONTRACTOR HEREIN IS RESPONSIBLE FOR PERFORMING ALL EARTHWORK OPERATIONS IN STRICT ACCORDANCE WITH GEOTECHNICAL ENGINEERING REQUIREMENTS. IF THE FOUNDATION RECOMMENDATIONS AN/OR DESIGN VALUES DEFFER FROM THAT ASSUMED, MODIFICATIONS TO THE DRAWINGS MAY BE REQUIRED. DO NOT PLACE CONCRETE PRIOR TO GEOTECHNICAL APPROVAL. B. NET ALLOWABLE SOIL PRESSURE ASSUMED TO BE 2000 PSF AT 6-0" DEPTH (REF A., ABOVE). SHALLOW FOUNDATION SYSTEM IS ASSUMED TO BE ADEQUATE. ESTIMATED SETTLEMENT ASSUMED TO BE NO GREATER THAN 1" OVERALL AND 1/2" DIFFERENTIAL SETTLEMENT. IT IS ASSUMED THAT ALL PROBLEMATIC SOILS (ORGANIC, EXPANSIVE, ETC.) WILL BE REMOVED AND REPLACED WITH SUITABLE STRUCTURAL FILL. C. ANY FILL REQUIRED TO BACKFILL EXCAVATED AREA OR ACHIEVE FINISHED GRADE IN STRUCTURAL AREAS SHALL BE AS INDICATED BY GEOTECHNICAL ENGINEER. THE FILL SHALL BE PLACED IN LEVEL LIFTS NOT EXCEED 12 INCHES LOOSE THICKNESS AND COMPACTED TO A MINIUM OF 95% OF THE SOIL'S MODIFIED PROCTOR MAXIMUM DRY DENSITY AS DETERMINED BY ASTM SPECIFICATION D-1557. D. IN -PLACE DENSITY TESTS SHALL BE PERFORMED BY AN EXPERIENCED ENGINEERING TECHNICIAN. TESTS SHALL BE PERFORMED FOR EACH 2,000 SQUARE FEET, IN EVERY COLUMN FOOTING LOCATION AND EACH 50 FEET ALONG WALL FOOTINGS. COPIES OF THE TEST REPORTS SHALL BE FURNISHED TO THE STRUCTURAL ENGINEER. E. REMOVE FREE WATER FROM EXCAVATIONS BEFORE PLACING CONCRETE. WATER TABLE ASSUMED BELOW 6' PRECLUDING BUOYANCY CONDITONS ON FOOTINGS. F. CAUTION SHOULD BE USED WHEN OPERATING VIBRATORY COMPACTING EQUIPMENT NEAR THE EXISTING STRUCTURE TO AVOID THE RISK OF DAMAGE TO THE STRUCTURE. G. REFER TO ARCHITECTURE DRAWINGS FOR ANY NECESSARY WATERPROOFING REQUIREMENTS. REINFORCED CONCRETE A. CONCRETE WORK SHALL CONFORM TO ACI-08 SPECIFICATIONS, CODES AND STANDARDS. B. CAST -IN -PLACE CONCRETE, UNLESS OTHERWISE NOTED (U.O.N.): PORTLAND CEMENT PER ASTM Cl 50 PROPORTIONED FOR MAX. ALLOWABLE UNIT SHRINKAGE OF 0.03% 25% MAXIMUM FLYASH BY WEIGHT FOOTINGS & PEDESTAL 4000 PSI 28-DAY COMPRESSIVE STRENGTH, NORMAL WEIGHT, MAXIMUM AGGRETGATE SIZE OF 1", 0.55 MAX. W.C, S'4' SLUMP C. CONCRETE COVER OVER REINFORCEMENT: FOOTINGS & PEDESTAL 3" D. REINFORCING, UNLESS OTHERWISE NOTED (U.O.N.): 1. REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60. 2. WHERE CONTINUOUS REINFORCING IS SPECIFIED, SUCH REINFORCING MAY BE SPLICED WHERE APPROVED IN WRITTING BY THE ENGINEER OF RECORDS. 3. AT CHANGES IN DIRECTION OF CONCRETE WALLS, BEAMS, AND FOOTINGS, PROVIDE CORNER BARS OF SAME SIZE, QUANTITY AND SPACING AS HORIZONTAL STEEL. 4. LAP SPLICES SHALL BE 48 BAR DIAMETERS, WIRED TOGETHER. E. CONTRACTOR SHALL EMPLOY A QUALIFIED TESTING LABORATORY TO PREPARE ONE SET OF FOUR TEST CYLINDERS PER DAY OR ONE SET FOR EACH 50 CUBIC YARDS POURED, MAXIMUM. LABORATORY REPORT SHALL BE FURNISHED TO THE STRUCTURAL ENGINEER SHOWING STRENGTH OF CONCRETE AT 7 (1 CYLINDER) AND 28 (2 CYLINDERS) DAYS. FINAL CYLINDER SHALL BE HELD IN RESERVE. F. THERE SHALL BE NO HORIZONTAL JOINTS IN ANY CONCRETE POURS UNLESS SHOWN ON THE STRUCTURAL DRAWINGS. THE ENGINEER OF RECORD SHALL APPROVE ALL DEVIATIONS OR ADDITIONAL JOINTS IN WRITING. STRUCTURAL STEEL A. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO AISC SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS -ALLOWABLE STRESS DESIGN, 13TH ED B. MATERIAL SHALL CONFORM TO THE FOLLOWING, EXCEPT AS NOTED: STRUCTURAL STEEL PLATES ASTM 572, GRADE 50 THREADED ROD ANCHOR BOLTS ASTM F1554 GRADE 55 (S1) TUBE SECTIONS ASTM A500, GRADE B STRUCTURAL ANGLE & CHANNELS ASTM A36 C. WELDING, UNLESS OTHERWISE NOTED (U.O.N.): 1. ALL SHOP AND FIELD WELDING SHALL CONFORM TO AWS STRUCTURAL WELDING CODE, ANSI/AWS D1.1 2. ALL WELDING IN THE SHOP AND IN THE FIELD SHALL BE PERFORMED BY CERTIFIED WELDERS ONLY. 3. WELDING ELECTRODES SHALL BE E70XX LOW HYDROGEN. D. CONNECTIONS, UNLESS OTHER WISE NOTED (U.O.N.): 1. TIGHTEN BOLTS BY THE "SNUG -TIGHT" METHOD. 2. FIELD CONNECTIONS SHALL BE MADE WITH 3/4" DIA. MIN. HIGH - STRENGTH BEARING TYPE BOLTS (A325N) WITH THREADS ASSUMED TO BE INCLUDED IN SHEAR PLANES. E. SHOP DRAWINGS (SEE SUBMITTALS) SHALL INCLUDE COMPLETE DETAILING OF STRUCTURAL STEEL MEMBERS AND CONNECTIONS AS REQUIRED TO FABRICATE AND ERECT ALL STRUCTURAL STEEL FRAMING. F. GROUT UNDER BEARING PLATES SHALL BE NON-METALLIC, NON -SHRINK TYPE WITH A COMPRESSIVE STRENGTH OF AT LEAST 6000 PSI WHEN BEARING ON 3000 PSI CONCRETE, AND 8000 PSI WHEN BEARING ON 4000 PSI CONCRETE. G. ALL STEEL EXPOSED TO WEATHER SHALL BE HOT -DIP GALVANIZED OR OTHERWISE PROTECTED. H. ALL STEEL EXPOSED TO SOIL SHALL BE ENCASED IN CONCRETE OR OTHERWISE PROTECTED. STRUCTURAL INSPECTION A. THE CONTRACTOR OR OWNER SHALL EMPLOY A QUALIFIED INDEPENDENT INSPECTION AGENCY. THIS AGENCY (REFERRED TO AS INSPECTOR HEREIN) SHALL BE RESPONSIBLE FOR VERIFYING THAT PROJECT STRUCTURAL WORK IS ACCOMPLISHED IN CONFORMANCE WITH THE CONTACT DOCUMENTS. B. DURATION AND FREQUENCY OF JOB VISITS SHALL BE SUFFICIENT FOR THE INSPECTOR TO STATE AT THE COMPLETION OF THE PROJECT THAT THE STRUCTURAL WORK IS ACCOMPLISHED, AND ITS RELATED ELEMENTS HAVE BEEN ERECTED IN ACCORDANCE WITH THE CONTACT DOCUMENTS. SPECIFIC SYSTEMS TO BE INSPECTED INCLUDE: FOUNDATION REINFORCING & CONCRETE STRUCTURAL STEEL PRE-ENGINEERED METAL PANEL DECKING PRE-ENGINEERED LAM. PANEL DECKING C. THE FOREGOING LIST IS NOT INTENDED TO BE ALL INCLUSIVE. THE INSPECTOR SHALL USE HIS PROFESSIONAL JUDGEMENT AND HIS KNOWLEDGE OF THE JOB SITE CONDITIONS AND THE OFFICIAL CONTRACT DOCUMENTS. THE INSPECTOR WILL NOT REPLACE THE QUALITY CONTROL PERSONNEL OF THE CONTRACTOR. D. THE INSPECTOR DOES NOT RELIEVE THE CONTRACTORS CONTRACTUAL OR STATUTORY OBLIGATIONS. THE CONTRACTOR HAS THE SOLE RESPONSIBILITY FOR ANY DEVIATIONS FROM THE OFFICAL CONTRACT DOCUMENTS. THE INSPECTOR WILL NOT REPLACE THE QUALITY CONTROL PERSONNEL OF THE CONTRACTOR.- E. ALL INSPECTION REPORTS SHALL BE FORWARD BY THE INSPECTOR TO THE ENGINEER AND ARCHITECT OF RECORD. LIST OF STRUCTURAL ABREVIATIONS AB ANCHOR BOLTS T & B TOP AND BOTTOM ADDL ADDITIONAL T & G TONGUE AND GROOVE ALT ALTERNATE TE THICKENED EDGE ANCH ANCHOR THK THICK APPROX APPROXIMATE THIRD THREAD(ED) ARCH ARCHITECT/ARCHITECTURAL TB TIE BEAM BB BOND BEAM TOC TOP OF CONCRETE BLDG BUILDING TOM TOP OF MASONRY BM BEAM TOS TOP OF STEEL BO BOTTOM OF TRIB TRIBUTARY BOT/BTM BOTTOM TYP TYPICAL BP BASE PLATE/BEARING PLATE TS TUBE STEEL BRG BEARING UNO UNLESS NOTED OTHERWISE BTW BETWEEN LION UNLESS OTHERWISE NOTED CANT CANTILEVER VERT VERTICAL CB CONCRETE BEAM VIF VERIFY IN FIELD CC CONCRETE COLUMN W WIDE FLANGED CIP CAST IN PLACE WB WALL BEAM (TILT) CJ CONSTRUCTION JOINT WC WALL COLUMN (TILT) CL CENTERLINE W/ WITH CLR CLEAR/CLEARANCE W/O WITHOUT COL COLUMN WD WOOD CONIC CONCRETE WGT WEIGHT CONNX CONNECTION WH WEEPHOLE CONSTR CONSTRUCTION WP WORKING POINT CONT CONTINUOUS WT STEEL TEE SECTION CORR CORRUGATED WWF WELDED WIRE FABRIC CMU CONCRETE MASONRY UNIT @ AT DIET DETAIL & AND DIA/DIAM DIAMETER DIM DIMENSION DIST DISTANCE DN DOWN DR DRAIN DWG DRAWING DWL DOWEL EA EACH EE EACH END EF EACH FACE EJ EXPANSION JOINT EL/ELEV ELEVATION ELECT ELECTRICAL EMB EMBEDMENT ENGR ENGINEER FOR ENGINEER OF RECORD EQ EQUAL EQUIP EQUIPMENT EQUIV EQUILAVENT ES EACH SIDE EXIST EXISTING EXP EXPANSION EXT EXTERIOR EW EACH WAY FAB FABRICATE FBC FLORIDA BUILDING CODE FD FLOOR DRAIN FDN FOUNDATION FF FINISHED FLOOR FIN FINISH(ED) FL/FLR FLOOR FTG FOOTING GA GAGE/GUAGE GALV/GV GALVANIZED GC GENERAL CONTRACTOR HAS HEADED ANCHOR STUD HB HIGH BEAM (MASONRY) HORIZ HORIZONTAL HSB HIGH STRENGTH BOLTS HSS HOLLOW STEEL SECTION HT HEIGHT INT INTERIOR JST JOIST JT JOINT K KIPS KO KNOCK OUT KSF KIPS PER SQUARE FOOT KSI KIPS PER SQUARE INCH L ANGLE LB LOW BEAM (MASONRY) LBS POUNDS LD DEVELOPMENTLENGTH LDH LONG DIMENSION HORIZONTAL LDV LONG DIMENSION VERTICAL LGTH LENGTH LLBB LONG LEG BACK TO BACK LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL MATL MATERIAL MAX MAXIMUM MB MASONRY BEAM MC MOMENT CONNECTION MC MASONRY COLUMN MCJ MASONRY CONTROL JOINT MECH MECHANICAL MEZZ MEZZANINE MFR MANUFACTURE/MANUFACTURERS MIN MINIMUM MISC MISCELLANEOUS MTL METAL NIC NOT IN CONTRACT NOM NOMINAL NTS NOT TO SCALE OC ON CENTER OPNG OPENING OPP OPPOSITE PB PARAPET BEAM (MASONRY) PCC PRECAST CONCRETE PL PLATE PLF PONDS PER LINEAR FOOT PLY PLYWOOD , PRE-ENG PRE-ENGINEERED PEMB PRE-ENGINEERED METAL BUILDING PRE-FAB PRE -FABRICATED PRELIM PRELIMINARY PROJ PROJECTION PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT PRESSURE TREATED PT POST TENSION(ING) (ED) PW PANEL WIDTH RAID RADIUS RB ROOF BEAM (MASONRY) RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN REF REFERENCE REINF REINFORCING REQ'D REQUIRED REV REVISION RFI REQUEST FOR INFORMATION RTU ROOF TOP UNIT RW RETAINING WALL SECT SECTION SCH/SCHED SCHEDULE SIM SIMILAR SP/SPC SPACE(S) SPECS SPECIFICATIONS SQ SQUARE SS STAINLESS STEEL STD STANDARD ST/STL STEEL STRUC STRUCTURAL SYM SYMMETRICAL 1w CL Q Lu Z Oj J J U) m F— Z W w z � Q w � Q v p N 0 N Lo co N Lo 4# LLJ It 0 U) T C) T C) N O z Q U ♦ ^^ v! Q co . N 0 tLo J CM m co Z u- cn i Q W = w T O z w T M 2 W C-3 N cc CL U) ui F_ ol 0 Z Q Q Lu F_ Er U z ♦0 w vJ ~ Lu lz 0 w w `1. rtt�rr,�. Cal fx r .13 �. No. 98 0, . I ma TTy_ �4 03/03/2017 T O � N M OO d j M O t C> U) C 0 Q. JA v W 05 � d H G � W CL 0 z o z F- rn N 0 W C)O Z C) _M Lu 0 N o Oui m O Q = CL o o v a 0 1 3D View - Perspective CS1 csi 1 FOUNDATION PLAN CS2 1/8" =1'-0" 5 6 7 8 b 26' - 0" 26' . 0" L 26' - 0" �, 26' - 0" 26' - 0" 26'-0" 26' - 0" ;- P1 TYP. U. _. I i .N. ' t _, _ , __._ _ ,•r ir, COL "A", TYP: U.O.N: _ F7.5TYP. U.O.N. 0 N FOUNDATION GENERAL NOTES: - FOOTINGS HEREIN ARE RELATIVE TO ELEVATION OF 0'-0". THE TOP OF ALL FOOTINGS SHALL BE THUS: 4'-6", TYP. U.O.N. - ENCASE ALL BASE PLATES WITH 3000 PSI CONCRETE OR GROUT, MIN. 3" THICK ALL AROUND AND ON TOP OF W/ 3" CLR. TO TOP OF BOLTS. STRUCTURAL - FOUNDATION SCHEDULE MARK LENGTH WIDTH FOUNDATION THICKNESS TOP REINF. BOTTOM REINF. F7.6 7' - 6" 7' - 6" 2' - 0" (8) #8 E.W. (8) #8 E.W. STRUCTURAL - CONCRETE PIER SCHEDULE MARK SIZE VERT. REINF. TIES NOTES P1 48" x 48" (6) #8 HAIRPINS #3 TIES REF. DETAIL/SCH. FOR BP INFO. STRUCTURAL - STEEL COLUMN SCHEDULE MARK TYPE COLUMN BASE PLATE NOTES COL "A" HSS12X12X3/8 A REF. DETAIL/SCH. FOR BP INFO. STRUCTURAL - COLUMN BASE PLATE SCHEDULE PL. MARK LENGTH WIDTH THICKNESS MATERIAL ANCHOR BOLTS A V-8" V-8" 1 3/8" A572 GR. (4) 1 3/8" THREADED HEADED RODS 50 STL. (ASTM F1554 GR. 55 (S1) -n= - On = . = L I I TYP. U.O.N. -41-611 ..: _.. TYP. U.O.N. 7 8 STL. COL., REF. PLAN ANY PORTION OF STRUCTURAL STL. BELOW HOLES @ GRID LINES "A" & FINISHED FLOOR MUST BE "B" FOR ELECTRICAL 1 1/4" COATED WITH AN ASPHALTIC DIA. MAX. / HOLES AT GRID ( BASED CORROSION LINE "A" FOR DRAINAGE 5 I RESISTANCE COATING UPON 3/4" DIA. MAX. INSTALLATION 4 CS2 NON -SHRINK GROUT 3" 311 ANCHOR BOLT co, CLR. CLR. c) 3/4" CHAMFER REF. PLAN & PIER SCH. FOR PIER CONC. COL. SIZE AND UJ a ,} REINF. 0 Z FK 5 — O #3 TIES SET, 3 PIECES PER wim SET, TYP. a. cf) ROUGHEN & CLEAN INTERFACE @ PEDESTAL 3' i -- CLR. iy) U O c) cr 3/8"X2" DIA. REF. PLAN & FTG. SCH. FOR WASHER PL., TYP. SIZE, DEPTH & REIN. REQ'D IN FTG'S #3 TIES SET, 3 PIECES PER `. SET, TYP. c 2 FOUNDATION CS2 3/4" = 1'-0" 3/4" @ CHAMFER CORNERS L EQ � EQ 2", TYP 1 /4" O 4 - ♦ ♦— w I C� I w - ♦ ♦ ♦ - I 8 5/8" DIA. HOLE 2" DIA. HOLES @ CTR. OF B.P. HSS COL., 3/8" REF: PLANS (4) BOLT BASE PLATE Z OLL COL. BASE PLATE w ty p a; T T as t GROUT MAY BE BEVELED OR FORMED BUT SHALL EXTEND A MIN. OF "T" BEYOND FACE OF BASE PLATE. "T" = 2 1/2" GROUT PLACEMENT 1" TYP. GUSSET, PL. 3/8" co CV 1/2" 4" (8) GUSSET PLATE 3 1/2" DIA. X 1/2" PL WASHER & NUT T.O. PEDESTAL THREADED ROD w DIA. SEE 0 SCHED. TACK CWASH4R&NUT DIAX 3/8" PL TACK HEAD OR DAMAGE THREADS ANCHOR BOLT DIAGRAM BASE PLATES NOTES: 1. REF. COLUMN SCHEDULE FOR WIDTH "W" LENGTH "L" AND THICKNESS "T" GEN. BASE PLATE & ANCHOR BOLT INFO. 111211 = 11-01 1 O 4-2 w �i+•t M co Lu Y O m ^ IL T 11 Z Oj J J Cn Q Z m Z CL Lu � z LLl Q Q .p . Lu J v N 0 N Lf7 OD N Lo 4t Lu cr `0 1 T O CD N 0 Z Q ♦C) VJ Q OD Ill- J M m M L- �^ Z VJ J Q LLI = w 3: Od m z Q p = M w O Cf) N cr a eIt! I,, L .�,rl33ti�� 03/0312017 W Ill- Z z Q z Q J z O Q z Lu F 0 w LL_ Lu cn 2 r-- o R N M d OO M � O .0 d t t� N C O r .N Q Lu N d ~ G Lu CL O Z O r— Z H c) N G (� a M W Z �ld cr N o Q2 0 w m O Q 0. CI G U ti CS2 N U) U N 1 FRAMING PLAN CS2.1 3/16" =1'-0" _ Q EQ HSS 12X6X3/16 Q HSS12X6X3/16 Q Q EQ7' - 0" TYP. HSS12X6X3/16 X> X HSS12X6X3/16 o t HSS12X6X3/16---------------------------------------- -------- -------------- g LOW END HSS12X6X3/16 HSS12X6X3/16 FIELD SPLICE, TYP. a HSS12X6X3/16 mommoMAREM RADCO — !1 Gnn /, 13' - 7" CAMBER = 0.5" AT END OF CANTILEVER 13 � -i CS4 HSS12X6X3/16 �Ir J O II Q LQ U N_ w tL m p cA � o U LZLI HSS12X6X3/16 1 TYP.EACH CS3 GRID I 5 L —J CS4 CAMBER = 0.5" AT END OF CANTILEVER CAMBER = 0.5" AT END OF CANTILEVER W W J z Qw W U LL O J 0 II F- frUJ z Q L w Q `n o UO ` II z w s w w k m U CAMBER = 0.5" AT END OF CANTILEVER 2 FRAMING PLAN CS2.1 3/16" =1'-0" 13'-7" HSS 12X6X3/16 Q N � 4 I I I 7°" LOW END TYR C'M O Y_ m CL Q c Z O j c) ¢z Q w z j ¢ ~ z Q U LU O O N Lo coo N Lo W cr O U) T O T N 0- 0 Z Q U U) co r2 V 0 q:t Q JM m M LL �^ Z VJ J Q W = °6ui m T Z a O CM w o = N EL W H O Z 0 Z Z J 0 Z_c G w a w UL w U) .s � 0 M � N eM O d M O d t V O r (a EL �- w d w a 6 z orl- z F- rn N U W � o Z Lu CU s N I--O ¢ U = a o o U L 8'-0" ). 4' - 0 " 4' - 0 " � L Oct �;LL OO M. O:w �z y _ pV 9 4 CS4 6"X6" TH IN NEOPRENE PAD OF SIM. `O MATERIAL BTW. X TRUSS TOP X �� CHORD & CD : +�� OUTRIGGER AT -�-�` END OF TRUSS = c� HSS6X4X3/16" 12'-3" M 0 bo 1 SECTION CS3 112" =1'-0" 4'-0" L3 1/2"X5X5/16" SUPPORT ANGLE FACTORY WELDED 1 I-- O 1 /1%A/ P l ITTrP9 4'-0" HSS CENTERED ON VERTICAL TUBE OF TRUSS, TYP. PRE-ENGINEERED METAL — — — - 7 PANEL DECKING CS4 COL. CONT. TO BOTTOM OF 8 UPPER CHORD CS4 8 HSS6X4X3/16" - CS4 x j,`3�'�6 X `c 4 X4 HAND HOLE o o FOR JUNCTION BOX - 10' - 3" - 1 CS4 I HSS6X4X3/16" 6'16" HAND OLE ON CTR.; FOR SEAL -OFF FITTING ACCESS — HSS 12X4X3/16 SIGNAGE ONLY @ GRIDS 1 & 6 HSS12X4X3/16 8"X10" (LONG DIM VERTICAL) HAND HOLE ON CTR.; FOR INTERCOM LOCATIONS (OPTIONAL) 8"X10" (LONG DIM VERTICAL) HOLE ON CTR.; COORDINATE EXACT SIZE OF OPENING WITH WAWA REPRESENTATIVE j 8"X10" (LONG DIM VERTICAL) HAND HOLE ON CTR.; FOR SEAL - OFF FITTING ACCESS 8"X10" (LONG DIM VERTICAL) HAND HOLE ON CTR.; FOR JUNCTION BOX v ^u 1 f Illr IYGVrIILfYL rw vl .2nvi. ivi�j V-U% BTW. TRUSS TOP CHORD & OUTRIGGER AT END OF TRUSS 8' - 0" 4'-0" 1 4'- ON 4"X4" HAND HOLE FOR JUNCTION BOX 14'-0" V REF: CS4-11 FOR DRAINAGE THRU OUTRIGGER GRADE 0'-0" T.O. Pier -2'-0" 50 T.O. Ftn . 4- 6" B.O. CANOPY 15' -1 3/4" CM Co W Y O m ^ T 11 Z Q � J J Cn Q Z m Q Z w � zS CL a w Q O v N Q O N Ln N Lo O IN- U) T O T 0 N O z fQ V !Q V 00 r= V m QJ cM m cy) Z LL J Q W = od m z Q CM w O N Q a W z O INN- w U w w vJ w �`;itiEiflFlf�� 'VA EN :. � f�r!tr33jz4.i�� 03(03/2017 0 N c�M 0 d r� � o L t� � C C Q fA Q- H w ~ 0 w d O z o z H Lo m N G V oLu �, w o z he cc: 3 0 N Q O c W m cc _ IL o c 0 CS3