Loading...
Plans (3) BUP2015 - 00319 O N U SFp 82015 Cn 3 CITYCIFT1 AR m MVI � � o to _ M ARCHITECT VICINITY AND AREA MAPS GENERAL NOTES INDEX L N W OUTLOT RETAIL Bul BCRA U ARCHITECT OF RECORD '° 'a '�` 1. ALL NEW WORK SHALL CONFORM WITH THE 2014 OREGON STRUCTURAL SPECIALTY CODE, 2014 SHEET DRAWING DESCRIPTION LDING #2 TIGARD OR 2106 PACIFIC AVE, SUITE 300 r; 3� . f ` ° OREGON MECHANICAL, PLUMBING, ELECTRICAL SPECIALTY CODE AND ALL GOVERNING " TACOMA WASHINGTON 98402 - t w JURISDICTIONS' RULES ORDINANCES AND REGULATIONS. NOTE: EXISTING BUILDING PER 2010 ARCHITECTURAL -,s '.. v3>m fig%. � c. gl3'r# - 1'r0 TEL: 253-627-4367 FAX: 253-627-4395 "��, ". i 3��� ,fF. OSSC CODES. G0.01 COVERSHEET ;s c. .�.".�1 ?� :..:'3 �.==a,"• , w3 .., I ;',,, ,r �w>>., 1,9 '%�^a�`rl �o-res $ .,.; .: � i ,_� 3, „�,� � ,� � _�� ,f �- ���,� ��� ,t.s� ° ; . _ A2.01 OVERALL FLOOR PLAN AND SIGNAGE ELEVATION i� , ;, 2. CONSULT PLANS OF ALL TRADES AND CONSULTANTS, INCLUDING DESIGN BUILD DOCUMENTS TO STRUCTURAL ENGINEER _ as $� 3 VERIFY SIZE LOCATION WEIGHT POWER AND OTHER RE UIREMENTS PRIOR TO BIDDING AND y �I,-= ��������� Q A2.02 OVERALL REFLECTED CEILING PLAN / s� i'R « a S q riri EZ� 3 '.` 1 1 1 BCRA ° ' AGAIN PRIOR TO BEGINNING WORK. A2.11 ENLARGED FLOOR PLAN & REFLECTED CEILING PLAN - JOY TERIYAKI s.°3°` r ' A2.12 ENLARGED FLOOR PLAN AND REFLECTED CEILING PLAN - GREAT CLIPS ENGINEER OF RECORD ° "" , PRa � � £k 2106 PACIFIC AVE, SUITE 300n<. A �. W ARI 3. PRIOR TO COMMENCEMENT OF ANY PORTION OF THE WORK, NOTIFY THE ARCHITECT OF ANY E E 0 N R LI IC AIL BAR TACOMA WASHINGTON 98402 �� �` " DISCREPANCIES NOTED AMONG OR BETWEEN THE CONTRACT DOCUMENTS, OWNER-PROVIDED 2.14 E�!LARGED FLOOR PLAN AND REFLECTED CEILING PLAN - WHICH WICH ' INFORMATION, SITE CONDITIONS, MANUFACTURER'S RECOMMENDATIONS, OR CODES, REGULATIONS A3. ASS LY S, L S IONS D S ©OUGLAS P. TEL: 253-627-4367 FAX: 253-627-4395 OSERST OR RULES OF JURISDICTION HAVING AUTHORITY. A3.02 DOOR SCHEDULE AND ROOM FINISH SCHEDULE - A3.03 TYPICAL RESTROOMS ® MECHANICAL a a 3 a'� �� I=='I�; �N 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TACOMA,WA TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED BY THE GOVERNING JURISDICTIONS. #54 4 � A6 01 ROOF DETAILS HENDERSON ENGINEERS, INC. , � "N',, STRUCTURAL 'OF ENGINEER OF RECORD 5. PRIOR TO BEGINNING ANY WORK, VERIFY THE LOCATIONS OF ALL UTILITIES AND PROTECT THEM ,I E 2 A �n rx ry,. 8325 LENEXA DRIVE, SUITE 400 �a � k X11 FROM DAMAGE. S0.01 GENERAL NOTES AND DRAWING LIST LENEXA, KANSAS 66214 „,; q S0.02 LEGEND, ABBREVIATIONS LIST, INSPECTION SCHEDULE, AND DESIGN CRITERIA TEL: 913-742-5000 FAX: 913-742-5001 '� ' n,.., 'w 6. PRIOR TO BEGINNING WORK, PROTECT ALL EXISTING PORTIONS OF THE BUILDING FROM DAMAGE. S2.01 FLOOR PLAN RETAIL BUILDING 2 �� ..-.: ., . ._a . w., y.,..,. �..� CONTRACTOR SHALL CLEAR AND REPAIR ALL EXISTING COMPONENTS AS NEEDED PRIOR TO S2.02 ROOF PLAN RETAIL BUILDING 2 PLUMBING :..:...;.. OUTLOT BLDG 2 TURNOVER TO OWNER. S2.11 ENLARGED FLOOR PLAN AND ENLARGED ROOF PLAN JOY TERIYAKI 210 F P I 0 ` 7. DISPOSE OF ALL DEMOLISHED OR REMOVED MATERIALS OFF SITE IN A LEGAL MANNER. S2.13 ENLARGED FLOOR PLAN AND ENLARGED ROOF PLAN ICON NAILS & BAR 230 HENDERSON ENGINEERS, INC. x ``� > - ENGINEER OF RECORD �� S2.14 ENLARGED FLOOR PLAN AND ENLARGED ROOF PLAN WHICH WICH 290 8. PROVIDE APPROVED FIRE EXTINGUISHERS AS REQUIRED BY THE FIRE MARSHAL. VERIFY 8325 LENEXA DRIVE, SUITE 400 ` M' 4. 1 P A C C D I OF-MAM i•...�.... LOCATIONS INDICATED IN CONSTRUCTION DOCUMENTS WITH THE FIRE MARSHAL AND ARCHITECT -� �� �� � � � I �- FIRE PROTECTION FOR C4O8�QMpL'�CANC.� LENEXA, KANSAS 66214 �� ` PRIOR TO FRAMING. TEL: 913-742-5000 FAX: 913-742-5001 I II II ��I F01.2 FIRE SITE PLAN Ti1TITTf� i ri IT71`iI i � F02.2 OVERALL FIRE SPRINKLER PLAN VIII u , , 9. ALL DIMENSIONS INDICATED ARE TO FACE OF STUD, CENTERLINE OF COLUMN OR FACE OF VI ELECTRICAL s 0�01 CONCRETE UNLESS OTHERWISE NOTED. F11.2 FIRE SPRINKLER PLAN JOY TERIYAKI � t, � H H{ III7t !2 2 FIRE SPR!NKLER PLAN GREAT CLIPS U I w 1 f l-P I I I I I I I I I Id V I I I I' F vt HENDERSON ENGINEERS, INC. - 10. DO NOT SCALE THESE DRAWINGS FOR DIMENSIONS. 2 1 .2 IR S I L IC AIL & AR 717 ENGINEER OF RECORD = Al0 - F:14,2 FIR._ SPRINKLER PLAN WHICH.WICH . 8325 LENEXA DRIVE, SUITE 400 11. VERIFY ALL DIMENSIONS, DATUMS, AND LEVEL PRIOR TO CONSTRUCTION. y� Dow l �C LENEXA, KANSAS 66214 Q Xr E10.2 OVERALL ELECTRICAL PLAN TEL: 913-742-5000 FAX: 913-742-5001 i i ti I i i i i 12. DO NOT MODIFY THE WORK SHOWN EXCEPT WITH WRITTEN INSTRUCTIONS FROM THE ARCHITECT, E11.2 ELECTRICAL PLAN JOY TERIYAKI FIRE PROTECTION " "" E12.2 ELECTRICAL PLAN GREAT CLIPS OFFICE COPY 13. REPORT ANY CONFLICTS BETWEEN THE SPECIFICATIONS AND THE DRAWINGS BEFORE PROCEEDING. 2 1 .2 L R ALP N 0 N LS & A ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF CONFLICTING INFORMATION SHALL HENDERSON ENGINEERS, INC. BE DONE AT CONTRACTOR'S RISK. E14.2 ELECTRICAL PLAN WHICH WICH ENGINEER OF RECORD � i%� 20 V AL E C IC E-LI S DULES 8325 LENEXA DRIVE, SUITE 400 Q 14. THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND MAY BE REPRODUCED i1; ,-IANICAL U) . LENEXA, KANSAS 66214 ONLY WITH THE WRITTEN PERMISSION OF THE ARCHITECT. AUTHORIZED REPRODUCTIONS MUST MP01.2 OVERALL MECHANICAL AND PLUMBING PLAN / TEL: 913-742-5000 FAX: 913-742-5001 I BEAR THE NAME OF THE ARCHITECT. MP02.2 OVERALL MECHANICAL AND PLUMBING DETAILS \ z MP11.2 JOY TERIYAKI MECHANICAL AND PLUMBING PLANS MP12.2 JOY TERIYAKI MECHANICAL AND PLUMBING DETAILS z MP13.2 JOY TERIYAKI MECHANICAL AND PLUMBING DETAILS z MP21.2 GREAT CLIPS MECHANICAL AND PLUMBING PLANS W MP22.2 GREAT CLIPS MECHANICAL SCHEDULES AND DETAILS N ~ CODE INFORMATION MP23.2 _GI, _-AT CLIPS MECHANICAL SCHEDULES AND DETAILS O MP31.2 ICON NAILS MECHANICAL AND PLUMBING PLANS Z O LOCAL JURISDICTION: CITY OF TIGARD OCCUPANCY ANALYSIS (CONT.) MEANS OF EGRESS z P3 .2 11 0t NALS ME HA ICA AND LU BIG ET ILS Z L, MP41.2 WHICH WICH MECHANICAL AND PLUMBING PLANS / Y CODES UTILIZED FOR NEW WORK: 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC) 506.5.1 FOR ONE-STORY BUILDING WITH MIXED OCCUPANCIES THE TOTAL BUILDING REFER TO LIFE SAFETY PLAN FOR EGRESS CALCULATION FOR EACH TENANT MP42.2 WHICH WICH MECHANICAL AND PLUMBING DETAILS 2014 OREGON MECHANICAL SPECIALTY CODE (GMSC) AREA SHALL BE DETERMINED PER 508.1 OCCUPANCY CLASSIFICATIONS PER 2014 OSSC SECTION 302 1 IS C E T m 2014 OREGON PLUMBING SPECIALTY CODE (OPSC) OCCUPANT LOADS CALCULATED PER 2014 OSSC TABLE 1004.1 M O 2014 OREGON ELECTRICAL SPECIALTY CODE (OESC) 508.1 SAYS TO COMPLY WITH 508.2, 508.3 OR 508.4 NUMBER OF EXITS PER 2014 OSSC TABLE 1015.1 AND SECTION 1021 SPECIAL INSPECTION REQUIRED < 2014 OREGON FIRE CODE (OFC) State of Oregon Stnx Lural Specialty Code w 2014 OSSC CHAPTER 11 & 2009 ICC/ANSI A117.1 508.3 NON SEPARATED OCCUPANCIES 1007.1 ALL EGRESS COMPONENTS SHALL BE ACCESSIBLE AND CONTINUOUS TO A PUBLIC WAY Q M CODES UTILIZED FOR EXISTING BLDG: PER 2010 OSSC CODES ncre d Qi O = CURRENT ZONING: C-G: GENERAL COMMERCIAL DISTRICT WITH PD: PLANNED 508.3.1 OCCUPANCY CLASSIFICATION. CODE REQUIREMENTS SHALL APPLY TO EACH 1014.3 COMMON PATH OF EGRESS TRAVEL MAXIMUM 75 FT AT A-2 & M OCCUPANCY, 100 FT AT B OCCUPANCY. -� � rn ❑ Bolts Installed in Cenorste (,4 DEVELOPMENT ZONE & MUE: MIXED-USE EMPLOYMENT PORTION OF THE BUILDING BASED ON THE OCCUPANCY OF THAT SPACE PER 302.1. REFER TO SAFETY PLAN FOR ACTUAL DISTANCE l���?� -G'�E~Zr-- T HE MOST RESTRICTIVE PROVISIONS OF CHAPTER 9 SHALL APPLY TO THE ENTIRE ❑ Special Moment-Rung Concrete F►Rrne O P 0 OCCUPANCY: ASSEMBLY A-2 (RESTAURANT) tt�/ Of Tlc�arCl -J � w BUILDING. EXISTING BUILDING IS FULLY SPRINKLERED PER NEPA 13 ORDINARY 1016.1 EXIT ACCESS TRAVEL DISTANCE MAXIMUM 250 FT FOR A-2 & M OCCUPANCY, 300 FT FOR B OCCUPANCY. o w BUSINESS B (HAIR & NAIL SALON) ❑ Reinforcing Steel&Prestmssing St dons A VQ Puns f- Q MERCANTILE M (SHELL) HAZARD GROUP 2 ��� U o Structu fel Welding By Da D Q o CONSTRUCTION TYPE: V-B 508.3.2 EXISTING BUILDING MEETS ALL MAXIMUM ALLOWABLE HEIGHT AND AREA FIRE-RESISTANCE RATINGS ❑ i-Ngh-St nght Bo�it� "� C> (D SPRINKLERED: YES - NFPA 13 REQUIREMENTS FOR ALL OCCUPANCIES PER SECTION 503.1 SEE CALCULATIONS �� a _J ti ►_ NUMBER OF STORIES: 1 ( TYPE V-B PER SEC 602.5 AND TABLE 601 AND 602 (2014 OSSC) ❑ Structural Masonry MAX. ALLOWABLE HEIGHT: 40'-0" ABOVE) REVISIONS _ HOURLY FIRE-RESISTANCE RATING REQ PER TABLE PROVIDED REQUIRED ❑ Reinforced Gypsum Concrete REVI U TOTAL SQUARE XFOOTAGE PER ISTING NSTORY: 12'022' SF LIFE SAFETY PLAN STRUCTURAL FRAME 0 HRS 0 HRS ❑ Insulating Concrete FIN 1 06.25.15 REV 1 Q , ROOF CONSTRUCTION 0 HRS 0 HRS m JOY TERIYAKI - ASSEMBLY A-2 EXTERIOR NON-BEARING WALLS 0 HRS 0 HRS ❑ Spray Applied Fire-Resister^M,ateriaG 2 09.04.15 CCD 1 - OCCUPANCY ANALYSIS EXTERIOR BEARING WALLS 0 HRS 0 HRS ❑ Pig,gs,Drilled Piers andGr....: ns 0 ICE COPY 960 SF UNCONCENTRATED TABLES & CHAIRS INTERIOR BEARING WALLS 0 HRS 0 HRS (DINING AREA)/15 SF PER OCC = ❑ Shatcrete C) ASSEMBLY A-2 INTERIOR NON-BEARING WALLS AND PARTITIONS 0 HRS 0 HRS TABLE 503: 64 OCCUPANTS FLOOR CONSTRUCTION 0 HRS 0 HRS ❑ Special Grading,Excavatio^-and Filli, CONSTRUCTION TYPE V-B MAX 40 FT HT, MAX 6000 SF ❑ Smoke-Control System's Ln PER 506.3 300% AREA INCREASE FOR AUTOMATIC SPRINKLER 18,000 SF 640 SF COMM. KITCHEN/200 SF PER OCC = 01, MAXIMUM ALLOWED 24,000 SF 4 OCCUPANTS r l t 1 O N �nTE M -- -- 06.15.15 TOTAL 68 OCCUPANTS L BUSINESS B THIS PROJECT CONSISTS OF LANDLORD WORK PER "EXHIBIT - B: LESSOR'S PRE-DELIVERY BCRA NO. TABLE 503 (2) EXITS REQUIRED, (2) EXITS PROVIDED CONSTRUCTION REQUIREMENTS" PER THE LEASING AGREEMENT WITH THE FUTURE TENANTS (SEE Cif CONSTRUCTION TYPE V-B MAX 40 FT HT, MAX 9000 SF LANDLORD CONSTRUCTION REQUIREMENTS ON ENLARGED TENANT FLOOR PLANS FOR DETAILS). > PER 506.3 300% AREA INCREASE FOR AUTOMATIC SPRINKLER 27,000 SF GREAT CLIPS - BUSINESS B �� FlEE C) _ _..-. _. -- -- - - l --- TENANTS WILL BE LOCATED IN AN EXISTING 12,022 SF RETAIL BUILDING AT 7500 SW DARTMOUTH ST U 1061 SF 100 SF PER OCC = _._. -I T" MAXIMUM ALLOWED 36,000 SF / _ w Ml IN TIGARD, OR. FUTURE TENANTS INCLUDE THE FOLLOWING: 0 11 OCCUPANTS F �:dF -I,- °M = � MERCANTILE M (1) EXIT REQUIRED, 1 EXIT PROVIDED r II Ir�; 14 SHEET TRLE ( ) �°li� - II iiJOY TERIYAKI (RESTAURANT) TABLE 503 COVERSHEET o I I II K GREAT CLIPS (HAIR SALON) g CONSTRUCTION TYPE V-B MAX 40 FT HT, MAX 9000 SF ICON NAILS & BAR - BUSINESS B I I� ICON NAILS & BAR (NAIL SALON) I N PER 506.3 300% AREA INCREASE FOR AUTOMATIC SPRINKLER 27,000 SF 1204 SF/100 SF PER OCC = I CIOCID WHICH WICH RESTAURANT MAXIMUM ALLOWED 36,000 SF 13 OCCUPANTS (RESTAURANT) IiJ w I; w _LD (1) EXIT REQUIRED, (1) EXIT PROVIDED I d U I c� I ACTUAL EXISTING BUILDING HEIGHT 32 FT ¢ Q I a B Q 9E ACTUAL EXISTING BUILDING AREA 12,022 SF WHICH WICH - ASSEMBLY A-2 ` I i A-2 " 6- I B B '` r 'AL1co o s I o � a ,a ; /, I 'a._ THIS SCOPE AND PERMIT IS SEPARATE FROM ACTUAL TENANT IMPROVEMENT WORK TO BE 917 SF UNCONCENTRATED TABLES & CHAIRS I ( J u -J I -� J 1 (DINING AREA)/15 SF PER OCC = I I > > > I PERFORMED BY EACH INDIVIDUAL TENANT. SITE DATA I ( 62 OCCUPANTS a ¢ I ' ` ' I BCRA X X I j X O-o O-o o 'x L` 000PYRIGHT 2015 -BCRA,INC.ALL RIGHTS RESERVED CD < 00 o0 00 �( SHEET 614 SF COMM. KITCHEN/200 SF PER OCC = , I 1 � PARCEL #: MAP 1S136CD, TAX LOT 04200, 2S101BA, TAX LOT 00101; AND 4 OCCUPANTS :>�3 °< <;: o I G G 2S 101 AB, TAX LOT 01400 Q _ SITE ADDRESS: 7500 SW DARTMOUTH ST. TIGARD, OR 97223 I _.m . ..._ _ I _ .. I _ __i i_r.. - _ a L > °' TOTAL 66 OCCUPANTS I _ E � •� f'' ' i � IL t �� I` r ,w,�` REQUIRED/PROVIDED PARKING: AS DEFINED IN THE OVERALL SITE PLAN WITH MASTER PROJECT (2) EXITS REQUIRED, (2) EXITS PROVIDED " " _ �'�`� _, GO , 01 0 0 PRELIMINARY __ _ ..__nom i GENERAL NOTES LEGEND s I S2 � d r�r,i:< .° ry;: i�,-:,-a�a".'%�'�".y EXISTING WALLS t._.,._.__...a...y�._.r�,�.Y-.M1, ! /f i / i �/J `J 1. PROTECT, PATCH, & REPAIR EXISTING BUILDING COMPONENTS a; ,; �;,,,_,-�-w ` ' '.`�; NEW CONCRETE SLAB, REFER TO STRUCTURAL. x / ;/ / / / EXISTING OPEN SLAB TO REMAIN FOR FUTUREIt FRAM DAMAGE DURING CONSTRUCTION. _,. �_., __,-_ ,w �'.. '``� %' / / , / EXISTING STOREFRONT � ; '<_ <' ` REFERENCE TENANT PLANS FOR NEW UNDER r ;/ TENANTS 2. REFER TO ENLARGED TENANT PLANS FOR WORK IN EACH SPACE. .', .>;:.,,` '; t>.� `.' SLAB UTiUTIES r/'r.. r/ , /, I WALLS OR ITEMS TO BE PROVIDED BY WALMART j�. „+ , , : / /-�, , 1 F - ------- CONTRACTOR ,.. %. � _ ' .1, ' ,,• / .!:.... r _ '. -------------- WALLS OR ITEMS TO BE PROVIDED BY TENANT ....- _.. F � ------�X X WALL PARTITION TYPE. SEE A3.01 " ,,S w II 1 2 3 4 5 6 7 8 9 10 23'-8" 16'-O" 15'-8" 16'-0" 16'-O" 16'-0" 15'-8" 15'-8" 22'-O" IR EQ I EQ € EQ �11, EQ I EQ I EQ I EQ ' Ea I Ea EQ I Ea EQ I EQ 1 EQ I EQ I EQ € EQ ,I EQ I N € I I I r t I ...i:: . . . . . . , :. .. . .. . . I" i r r.. i' I . r, 1. iIt car �. `�- .. 1. , .. .. uj SS y_� . _ /W� 1 __ S'�• n . F P. ' LA �'"� ee aaG ti V ' , i �• f : , y , , . •., •.., .. w Q .. .. .- .. .. . .... .. (f�+ ®moi F O 0 .0�, I� Ca na ri -r: S� na e �. ria i :. + :•S na �, a e: :S :.na e S� a e: :S I: �. I S ..T:. I. :', S a . . ,, g.. g g g . By . , . . . ... .. . ..:.. ..:. , , AG oln w� . TACOMA, 4 4 ., " 1. I:: : 5 2 :I: : : . .r.r, .. ..,.;, - .. .. ' ] . . . , .. . .. ... ,., , y. \ , .. , .,, .r: , .. _ • d .. .. ...: '{. , - :. I ii= 1111 . . . . I I IT . , I - 1 iii:FA "-� I - I . IT] . . ! I . . Ll L \ I -- ------- . a I I I I � . I � � . 1 , I ' ll , � . --,! I I –� I . . I I I . 1 , I I - - I I . I . 111 . / \I ,/ / / / / / / /I . , \ \ / 'l II \11=-1 \- — 11"-It'll \ \ - 11 \ \ \– w ---- \ \ / - I i I I I I I I I I r I L-1 I__�,..I� --- J ...— �. — — — — — — --L —� — — — 1-1---r /—� — — — — — — -- -- —L-1-1 (� -- TYPICAL SIGNAGE ELEVATION - OUTLOT BUILDING #2 0 4' 8' 16' 2 _. ...:..,... . ...I_. .,_....:. ................. .........., .;, . .;, ,. , " ­., .' ,:-„ ,. .. ., .. ..,..,.,", .,.,. .r,._.I...,.......,-'-- r............ SCA 1 8" = 1'-0" SCALE: 1/8" = 1'-0" NOTE: REFER TO PLAN FOR SIGNAGE PLACEMENT ON ALL SIDES. FOR INFORMATION ONLY. ALL SIGNAGE BY TENANTS. -• J`- LE: r+\ "..-I..' , r .. . , ...,. .._._.... 1 2 3 4 5 6 7 8 9 10 199'-0" I 29'-6" 1 20'-O" 1 20'-0" 20'-0" 2O'-0" 20'-O" 20'-0" 20'-011 29'-6" 28'-1" i 1'-5" 16'-8" � 3'-4" 17'-1" � 2'-11" 11, r » + » r » + n > n r n + n U I 23-8 I 16-O ___ I 15-$ I 20-O 1 20-0 I 22'-411 ! 15-$ t 16,-O" I 24-0 1 EQ � EQ I EQ q EQ I EQ EQ EQ q L. EQ EQ EQ EQ � EQIL EQ q EQ I EQ q EQ I EQ 'i EQ I Z z Q I z i i - l I t { K 1 I € Z m � :,;i ca . f "an:, I Gt ti N `'.. I ¢ f I I ( a; ! o o` I / € ¢ ,, 1 I .. I i N /,,: .. ;i s ._ r ,,.....,. v,..,./, � ?r 3 R) I. Y,'h 1. �., ..0 ..+ .r., ..,, .u,,,. ^r. f: ,.z., ><, •�.. ..r<._k, a/- a is 0 ;> i Ii .Y ✓. .,..T' ..C+I r... ._.J.J`r..1.= .,W-,. ".,,: :':E•/.-:.ti�";c;".{ - - - _ 1: , �., �.1Y iWiY. _,_..c..+.... .IA. ww.w. .wr4 .- ...,>)......,r..)rj`r n:,.,...r..r.. �.•fY', ..-..:.... --• -- —. _. ..—.. _r. •- �u-r.'.-_r.. —.:. .....Wr«.r+.r_ ,.w .moi. 't ..:ta. ... �.. - C z M , s T 4 ��� 4- ��..fir t ,' o rJ ;:: �33 / 1 / t. mss-.. } ..__.................___......_....-.-........_ -........_... .._ .-• r � :; �' / / wr�� iF / W, ^!r' �� ,� iJ " r="' .. :, {, 'I. /' - ; r 1.-' `r.' - .rt... X Tl G / / E ISN ==f ,j• /' % �r. 4,._�: f J, r, i % -i~ 1 i !. !�_ i t1 i / "'r, i /` / • r f Z i / 1=' LyJ-�' /•� �ay /i� /' U. f' i' / EXISTING FIIt 1 r'' E i 4' t / y A- %� �/` EL C 00 J ' r` i:.' s 'i 7 I i' '% e' t r� %' t 'i' % / .11 =.„ !:'.E I. SPRINK LE t' _.. /' / ii ''i i 'i" i ,/ 1'{ . '%.' rpt �, , , __ /'. :, :. > / % €'. ._I / 102 Y. .fi< ::ri / ! f /. N /` /' J `' {. I. %_ J/ : : / / sir' r'' / /"r h, . 3 'r. <' \' :'A3. r f' �. O . .. . t -.,-- i .I,L Vit. 1 n.h l /` f ;` f t: i. /.: f r/, / 7 Y #� 'r I m J I: �1 Y. I .1 ;' / � f. )l rQ / �f `/, WH ',i rb • /f I 33 /� 1 / F-� _ a° ,.r, x .I �r rf a t�' h 'I _ _ J U �/' TR CA lP. �/ ,�> ELEC I L E '/ / �` . kf11*v :s C' L_ i N!, .'I,' <+r i' tY ')•i 4 r 1 2�� r. v 4 I , , , , I n , I' , v v , , i:— • A i ' r .' , ,r .........,..:... .1 I;. �• r.. � �t / '�.. r' i .J' -o... 1', I. '/ f J` Y k ^Y, '/i 1�` / ,AAv 1, d s t 1 i'/ f`r ~L. / I .r) .�M r / 1 �F /F �S %`rf f // I I. 1 r %' / :14_+w7 .r p k I` i f .J ,i c-� fJ " ' L�' .{ /i J' r �- r/ % / I"- . 1j F /' I lr. i r :1 s // rf / / !; l I I� r' f i' i' +'a J ,z ;I i' i' d 'I 1' Lt, // i' , i i •i'<. i it / $. � 1.I. I % 1. /, ; f / UI n -. °! i N M r , ' it i < td 20 I7 : ' � w ' !I � ! 11 i / ° I I j i tA. 1. .-'7-1t-_- ! f { IJP ! I__Ar t r i I ° n I €�I `°1�� r- - -1_ I!__--I \ "l1 ± LLQ Q `� o i 1 € \ ^— E 1 '' ' n ' ' _ J I __.�,.r r` , _� I r t} III I4 - {� moo/ -j i 4y:1 II. .-I - `-— -�i ; - `, 1 I€,--';- -€ u�f 1 I`r= ( 4G ( I € �— -�� �. __.._ -'1 r_— w aG. Z co W - y -�r OY I I 11� 'i �� GREAT _--_�-- ► `�;I�-Il ICON ft 1€ Ilttr if Sl Lam_- ____->Wkll6H -_ I 1 = <Cj to QU' o ,� .f ID T IYA,I I I I I _ " CUPS € NAILS & �i 1� WICH „r.Lt I , [L r- t= U 1 r„LI,4. 1�' �1 J -I- 99 SF o ......, ...._I._ -�-_r. _ >: i 1 'rlt-11 (I 'll 1(`�C1 1'2 j :. =` °; 'j 4.. r. I 10 i _ i__ - - Y 220 f :� ! € I -I all 230 I it € € i' I i 290 ( _ �- I I r .:: �, 14 ' . ��'�SE A2.11 _ - ,° SEE A2.1 f�'- II " n >, �� s,l SEE A2�1 `'�1 U 14 _ -- E A2.13 I �----tr +;�I u., eEVlslors _A@ �:' }L� }� (- !�~1 I �- L 1 I 1 1 a€1�}-II u�,�l (i �t ,tt ~I I I -I 1, A _fi _ __ __ _._ € IL (y 1 06.25.15 REV 1 � t;, CP -1 —1 G�— , i", I-',',. t LI� `\ _. I -, � = Ii I . 1 -- I I -fir:,. 2 09.04.15 CCD 1 5, ".11I I1 r1 I S , ""� I (�G'l 11 f I I I I I �.� ___ ____-. _ _.__ �1 f Iji--4. r1 o r C`T 4J �I� I 1 r�`P� f (r'' 11 1 Int €'t 1r`Il ! �j I FUTURE TENANTS t �, __..._ "�' t, �r' ' I i --- ------ 1 11.--� 1 1 r - �-U t7 11 Il I� 7 TO BE DETERMINED 7 -Y ` �- 0. a H11 Cn w f I' Lt `_ t► I I I I I r \ .."" € €'`(� ,9r-II rf')I fl I f' t1 1 A3.01 TYP ® 1 I 1 1 .( -TYP __ - r__ {i I >s#.. r 1 I U t_._.._._�===== €I fi ! rr"_i 1 1 J�-il �,1r ii €l, (1 r^� r r^-� -� r•, r-, r^1 1 r „ J f 1 DEMISING WALLS !€ IS1N0'VAL ► - 3a^. Co I:. € �I� _J r �i i i 'sir-!trfl- ' I��j I I I € 1, f t ` , �t f; i + N R A'1' o _t~-...-,-.,,_._...-_,_,,.-,....-.. I - ' '\ t` € 1 i all I Il I ( 1 €1 lam• -� t", �f=� � € `' xi cc o I ~---f � stlL4 € f !1 t t a G.+ 7 ,i .� i ,J t t I 7=Co a c�i i (•••-} i .,. _ A d`r A�' (Y 'yI 1(�f i 1 1 1 I I I €f tlall N r��"t��� r� i - 7 l} x11 Il lkl ! I If ° m -'• I I 1 ► 1 € 1 alI I " 1 ALL DEMISING WALLS SHALL I ALUI DEMISING WALE-iSHALh r, r�+ 06.15.15 o "' 1 I L��"{7t-=�} I '-�'--:$- 1 1 BE BUILT AND READY TO I I I I BE 1` tt'-ASD rhE bYVQ't -"4"�'� (�'-- I I .11 o cY l_J u l J F'I , , .. -'- i„ �� gyp,,� , �� j �a- a�ir�ii � �4 1 RECENE PAINT BY TENANTS. 1 I i I i RE k Ett T � ��-;� I s .� scxz�rao. I (�n ti I I fall 1� 1���� rl L7j �. `' 1 .J-- 6 r--I 1 ti j LLJ 1 I I I ' I I ------ I I I it n _ C"Fll£ ' I; _ ic I 1 'ii 1 I I I li r-i r"'i r-i r-i r-i r-i I '? > �lJl J o ' . f"-1 C-1 (-1 :.. _ :I' i A8 A8 r 1 li r o�� A3 Ol TY ® A8 I f € ! ii i (� � l 1 �.,c' y i ;._,rte-,r r��1 r-�--,� `�-- i �-_-_- _ C . , I o :. ;I I I I I I - 1 -� STOREFRONTS- 11 .r ---+f--"9 1 `` SHEU RU N - I j I I I I U "� -j � . _j " }� //� 4 I G 3. l- i. L 7"S , i �, , �,+-ter �-I ""'; r'--Ir--Ir� r i �1 > :!': OVERALL FLOOR PLAN :.:.,:, : -,.� -. ,� r-1 (ten �. ,.,.I:.... �,_ y "41K fh'< �. ..I. -. -. .......... .. _. ._... ..- .. _ r� .. _ . .e.,_.,....... r=y% / Q — — — — — — - �. — .._ -r'%r- s+w..f..-.—....—..._ _.—,.. tr:.-_•-_��.•,. �. ,.._._ — — — ..,. .._ .... — ':1`wi' _:T=' :r`.L ..—.s'�•e '.''— "�-:' .. — — — — N A �_ ,. /:. \ 7 - � < .s r- , ,. _ - .. , _ �a.,a,,.,,) ,_ .76-1.-..-1'!;- r :�� AND SIGNAGE S w �.•;M11 n i Y: . 1.:.,,,.w, ? %, - e...yr-, "-""7 , r 11 � O >: -:2;. i % 1 ; I i n ` I — I 1 I I �I 5E ELEVATION v rr.r 7r7wr __ . Z ,: I N. J �-- �- - I 1 i C) ' tL t_....- ,......... ......._ -...__ .._-. ._.,.... I-- ..,,.... ..: ,-... ........ ....-.. ..:...... .. ...- .....•.. ......... ._-..,,-._, € _... -.,..- -... ._.-_ __ ...,..... o t a I ( TYPICAL TENANT SIGNAGE TY E �, a U ........ -......._. ..^__-..... PLACEMENT. REFER TO ELEVATIONS I EQ EQ Ir e- I EQ EQ ! EQ EQ I EQ EQ i EQ EQ I EQ EQ I EQ EQ I EQ Ea I EQ EQ I FOR HEIGHT. FOR INFORMATION od CL " " " fL " ` ONLY. AU_ SIGNAGE BY TENANTS. (� 3 � IN I 23P-8" 16-0 15-8 16p-on16-0 'i 16'-O" q 15'-8" li 15'-8" 'i 22'--0" jjV�. 1 .. ... ... ...,.. .. OCOPY771O»r 2075 .9CPA tO.KLWG7ff8 r7�sFRm 1 2 3 4 5 6 7 8 9 10 � N O Q .. N m N - A2m01 N O 4' 8' 16' o FLOOR PLAN OUTLOT BUILD #2 SCALE: 1/8" = 1'--0" SCALE: 1/8" = 1'-0" v / PRELIMINARY GENERAL NOTES 1. PROTECT, PATCH, & REPAIR EXISTING BUILDING COMPONENTS FROM DAMAGE: DURING CONSTRUCTION. 2. REFER TO ENLARGED TENANT PLANS FOR WORK IN EACH SPACE. in C; � p N C LEGEND Nw w � ACOUSTICAL CEILING PANEL (20) N IRac � Q 1- N O LIGHT, REFER TO EL.EC SE& e HVAC EXHAUST, REFER TO MECH ITEMS TO BE PROVIDED BY WALMART CONTRACTOR ----•--------------- ITEMS TO BE PROVIDED BY TENANTful D O�STP. TACOMA, WA � #540,4 1 2 3 4 5 6 7 8 9 10 199'-0" I 29'-6" ! 20'--0" I 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 29'-6" I I I I I I ( ( I I I ( I z _................... . _..._....– ..........._... _._..,__...... _..... _.... I j I ........_._..._........._ _ _ I {........................................__.. __...................... ..,x 'i^�•.%".', r;r.. ............._.�....�.,. .....w !""".. '':7:'::..%',„rri:7-°:..w__. ;..-rw,.•- ,.z::.:.r-,r_ :r-s.�-. .....- - ` % \ / ,c 6. nw a v,r tF.a•rcY• s _._ ... M' Y ca ”. ,: '_ ..c y `c='• '?y' . ,• F r. ,} ..Y -. _......._..,....,Ws:. ..... w�J• _ilw-.,.......,.......w_ a... .w__.......... 'J�.��:'�".YXa`9f�.... •,.n- L �>rlC2.�x. tYK,.L�. .;"t. .,,.•," ++f ...�. ..�... :f.' ..L.. /„ _l,✓/:. f.r ��'F�'• c•�' .Y •..d.✓�I�i�y:.'�L.:fg ::::•ro,_ - .vtir.,r,_..•ati%�: ".t" ?'%,. :_!i ".:X:r:i.�.`t ..0 .4 .•'r.Y^_Q:r—i... .^�'".' ,Z Y r+i c�':,;�.�.i„7.4,�,.•.1'�L.I/'..kY.�,4,n"'y•rti.......n...-.,..,.:�.�^.�...... _.•..._.,..._ J.Xyi%.✓:�......:..'4....;.!.•.:..::�.Y•..•:r•iM�'ti !t:.~::„b.!ti•:4 fl$"V•".r.A.v'n;nrxfi1.r_��`S'l:,(++=��7a.Tyr. wwl.. � .r......, .f, <. ....3.a,w,<.,«r.-_.w..•v.._,..•�,«_._..,.......w ,+-r,...-......._....^..�.._ .ny,-,,^. (`.•X"Ct.' 33r.:�f���A•v.,,�i, Yn;.s9;i vFt. Y`ts4 Y.0o.:...w ... ..-�...n.._ ... ................... ^ 1. .._., ... _.. (� z T(D- EXISTING ; EXISTING FIRE LL ELEC. ROOM Z SPRINKLE 102 t..n___..:...._.._.«.�,. r---�F 103 � - _.._.......... ,...__._......_ ..., _...... _..w . _< >• I I 1 /'�/ ELECTRICAL EQUIP. i i I I! ! i J O t ; is l�.-.....i f t! ASN 7 C`�.;.�;i.'�'' '"+�F",•.-.^r+.^'�.,,;A'4ap}w. ,r+,.q.. w•.r...•�.i I I''t �•y...r, ._ __ � !I 11L.J�i''J:.Y4%Y.'?.=� .o5.'Ir��' a.Rr„'.�3•�v.:.-•r.:aals�i”a.�t�,.7"�"��'s�^•:s"��'kG-.•s-+.a;.,�ue:-r,`.;.i� -V i � (: % t Q1 II ( �p . . I ( I I! I I 1 `" 1! ;" W H L----J LL _ I I I I �_—__ .-.f 4, c S U7 __j I { I� L-- �--H 11 i O m Z ItJLLJ V Q � tI t I H l; 1 f o o wo _ _ c Q F uj :.j Y I ICON F-1 F-1 F"l WHICH-� I t ou I is I i Q >n o l T I ; NAILS & BAR s I LJ LJ LJ WIC .� CD ;; h- Lcr) _..... ...__ _. 2 230 290 t 1 CD cr?= r I ! 1 I I I 1 t ` i SE 11 SEE A2.13 a•TR F-I F-1 SEE AQ:tI 1j 1-= ? x �' R�nsfoNs B - - - f - - - - f - - - - - - - 1 - - - - - - - - - - - - _!—�J- I- " 1-� ---�--I- t-tT--- _ j-t�_ — - - B 1 06.25.15 REV 1 to I I I I I I , !{ s �a u> w._....... ..._. 4 _.....�_......_------------ FUTURE ._.—_ —. T _. ^LL__,!� _ 1 I3 09.04.15 CCD 1 FUTURE TENANTS —_— TO BE DETERMINE s oo 17=� g= �?a� I I I I I I I f �- ! !I''! i "1f• 1 I i � ( w L1 � L1 t� W �.'' i � f Q ? t Uj DAIS 06.15.15 BCM N0. CARD FU N J SH 3C I d O EET Till E I u F `�•. .�, .v„ •.. ,,,.fyt„ `- I I I I I I �� I 'f i OVERALL REFLECTED ��•�.�+.`,z!S.r,n""'� ? kii;,.. ::"x^,lw.ri+1'�r:x,.r�=2�.s�:"?�Z.'PYw,�-'}..�;7„;Li"Yti�;;:�'s,�;;t%. _ _ I .�1 q :� F --• ' �."..�....„....'a......i.arY.•,:!^'r"/.."C• ' Y.;'u..F.... ,it E^�•r�_,..a...-_r;..�.....m...n:E•x.-..._.._....._'�_.••e..^.•...w....a..-:.......r.....r...r...-.w...,_aY"a•:devx,-..:.... Yrar_.>._..✓a_ao.....,_✓..w...:...r_...a.....J_.,L3._..__..._..._._-...blF.t-�^.•.�.e lv«.:;�..M.-�...,.1.•,._;0:::.!�h. 4X ._.Y.,k.-..a.;..:.,.:.";'.=:.rv.-,.C tx';.�....+.✓i.w.:.w..'.:.%Y'........._... ...:5%r'•E_Y:..V.'..0.,•�"•C�:'•,"+T".s"'a''�. � _.......J..�•T��J '•.-�T:r-".-:'aY/F;s�n�.W.if.�-.:•'^"v`s..:;:o.'a•.r-c�.e:a�-- ��."~n'�t•,.ti.�.�....: �.,�S•.a.'v.. .u•e'.{,� l _. CEILING PLAN ! F .: ' ! ..f..f✓. /.. ...n J. ••........._.,..--,.,-...._..w..._.........•..0.....�...+~r, r 1:.GJ: _.,r. v �r s � . � t : �;E'�. C;r,, '�=8.n�•.�:a',.rt-',o"r+iinu...a'.:. Lr�'iC%>X �......_ _. a.;.!fi%":iri::;++`la+�Y��x"a4_r,"���j,��°;y`.�••'rN:sei a I I I I t I I i I I 00 D%"- L 1 0 OCOPYRIGHf 2015 -BCM,<NC.AlLRJCMBftEZUWM 1 2 3 4 5 6 7 8 9 10 SHET N d' O a N cn N F CED CEILING PLAN - UTLOT BUILDING �' 16' A2 , 02 �, OVERALL RE LE T O NG2 0 4'# SCALE. 1/81f >_a» SCALE: 1/8" O PRELIMINARY LANDLORD CONSTRUCTION REQUIREMENTS 8 10 9 10 1. A FLAT CONCRETE SLAB ON GRADE READY TO RECEIVE TENANT'S € € I t FLOOR COVERING. 2. ELECTRICAL SERVICE PER ELECTRICAL _ . ..... _....... .._.._._... _ . 00AN L {y� 3 A AICONDITIONING CA 4. DOMESTIC WATER LINE STUBBED TO PREMISES PER PLUMBING cq us f E I I I 5. SANITARY SEWER MAIN UNE ACROSS REAR PER PLUMBING € t 6. HOSE BIB PER PLUMBING r: ...r; - 7 CONDUIT STUBBED AT REAR OF PREMISES PER • €, ! t TELEPHONE REM ELECTRICALto a 8. EXISTING FiRE SPRINKLER SYSTEM EXTENDED WITH PLUGGED TEES N • '. s• : r : r: H N , s i i' 3 •i r FOR TENANT'S DROPS om- ....... ,. . ._ , .- .. r ..., .,................ •....r.._..,.,....r....._.-..n.n.... r.........../.. > .:n,...r, of.:k s.: 7.7 -- iw__ `--1r �' Y., r -if- ! � F s GENERAL NOTES ' Iri! ,- :�• ,1 II. .,:. .�, I.� •,• n �=„�rv. li I} I `v� ?:i .-_ I I, 1_ r (tf=. r. ;�....__..,.,_.,.�.-,1-_.,f.iit_f i_.f1J...,,,.,:,_...i;,;,...r_,:,.�_�,.�.�::._•_.�'nf�.��.._.r_'f}- /�'<c'�'.!":-w_•".�_Y.'._.i_,_.'.,___,.,_w,.-.._.._"..�.}},f fllI,It�.-•_;tI;`1_�}iF, . .•.' .._..._..�.,:. ''_3_.-;_..-._.. r.__.=•zy�.F;.3�_:i..;!•IIi--�iI-iI.ltI it" _•_jY�f_....,..,;._' -...._._>:-.:�_•it€.I`_..,1_iI...f-_.=.�..._-_.'.5-.~_-1.__..'-y.-,._•;�-.,r#tf!I`iii.-..sz,iiII�,_.�_f ._ !.._,_.a.��._...4,•tiJ1..iy. ,ut}.._},=!.�:A°I':..ta\�%;0.�:'s�;=:f�,�::-''fii?'»`ii!I,t;'.Fxti.�a+,t,}i,sti,rl'•;'G�:;-:y e a'i�A..`,_.,:�.;<:r;:r.a:>��.;if•:,;„"i. L--��.I1�L_Ii#1IIfIIL1_i-�,--Lti1iI►fiItI!iIIiIItf _--�E}t)ii_tUt.-Ilft_=:__.-~__.=.____-__":�n#tL#fIliI!;l1l!#!it€►I1�rIii!ftli!!I#I€tfjF€1€(i I_'____-_''_1ifI}!IIiIIt__'-T1�€`r!iI.m.-�rJ n t�t#tfiiiI-fiiiitt(fIII . ` : •,-ri,.�_A�) �"r:yirxf_�_,w'.."�.�,"/..J,�y;^�K^•-."=y.:'e.,.,:y'�>wr.v�f�tvs�=:�r'�ri' z_; _ . ;y'iIfi!i�I S ED ✓11 V: 1. PROTECT, PATCH, & REPAIR EXISTING WALLS FROM DAMAGE DURING CONSTRUCTION. AC DO UGLA S P.2. SEE FOR ROOM FINISH SCHEDULE. JBERSTETAILS 3 SEE A6 O1 FOR ROOF PENETRATION DT4CQtA, lj� , 1 LEGEND 4 -T _ . __ ___ ________ EXISTING WALLS+ V EXISTING STOREFRONT ; ' WALLS OR ITEMS TO BE PROVIDED BY WALMART CONTRACTOR WALLS OR ITEMS TO BE PROVIDED BY TENANT -------- _- ---_ !-------_ + + + + + + + + + NEW CONCRETE SLAB, REFER TO STRUCTURAL. ti it + + + + + REFERENCE TENANT PLANS FOR NEW UNDER ^_ SLA UTILITIES L + + + + + - , T Vif I EXISTING OPEN SLAB TO REMAIN FOR FUTURE TENANTS . ........ IF- - I- o IL 11 IL JI I I_ I _ it ACOUSTICAL CEILING PANEL (2X4)... j , Y — —_ it _ ',f. ? � I — I _ L I! LL--- r>_ LIGHT, REFER TO ELEC __ �-- N � oQpvZ°O�o�Oxc�3Z=UazJva�arnnIa.-', `!fLirt.o.wcw;w✓ ,,r.:_1IIIIItII(iI:._.:_/..:x./..M,x�ds,,,,.,+.^,•,»,,..�^....-�,.:.�:.,-,;.w:.-<,,:.,,`:_,- '}!!IiIt_ II!If�II,`'n.._fIIiLtI.-..�=f�_��.'.1_�If!i!.i'-`_u--}�'`,'#ff)Ii���t'.,....».�_.V,-�--u�,d1tI+lIi'JI11ffI1 �iif�Iti,.I}iL!iI'~�.._`�-�..7"�. ..��ti(!�...##1... _.._..... i�^�-���(�,f,�,r.,:,�:.',.^s,.!,�/\��:•..`r^-r•.'��:i,'.✓.\./.-',.w.`�,�1ra•�;r-..�..,.,r„iL/�,��,`v�i1,,fIiI'c_�i1I-aItI cet..y•-!'1:i.,tn,��t,iI�I�"q rlf�/fp._r j r'4�4•��t,i:-sKT^.i,..•„`,�+A'Y°=J.”k;,}iL,.'?,.wt.,jsf(ir,�•_�;�i�,�:�,.;i://%%'S ts} -- :.: `/\''a,v_.'; —sj{;}>,S. —�.. / -"'r�f��yr.«`:��mo_Ns��i✓.Q>%,rfiR iII€(III.ac�IIirI€IiIi r'i.s>T�III1II#t#ii!Itii!tIIIIiIi'I/�';,f,�.--^,__la�_..°,.•,'�-�_n'�:F�-___a,.t.�':�.yN�r�1�Y,C'.yfIiIIItfiiiiiii1IIIi`I.^,>��sfi._7��tITn3j9i)lIf{Irt__•.:_(r-"_:,.�€aI _�I1€fi!IIf{I►IiEiI#fti1!tIliE!I€!._—._.�___..____.. �f-rt1i#if!!#11!it!!#itJIiIfI!III_______(r—�___-_I1#i}iiii#i1I#!IiI€!!11€IIi►t_..-___-_--•.-_-__,.I'L€iIi#iiiIfLIIiI#!IIIIIEIit�-((-�_�;__�..—I.ifiT1ift(!ifftIILtiii#tiiIII!I![L..__-��/";/�'._y_-_I`.•.�i.__'. _t !J��iiiIt!ii!ii!f!(iIIIi!!I##i!I____—_.____(__:___>____f !fii!1f!€{f#f!!1I1iiIiI!Iiiiiii-_..__-..—__-_ ___.�"'-1LiII!I#i,iIi€!tIIIf!itiII!iII.,..____��(._._,-._....�.--•______._.-;�..�.3_,.fiiEIi#ff{ii!ti1!!l#IIi#tiIliiE,. �_,.-___.--,-�-__._'_-s__-,_.r.,�,#{t3€i#iIifI#itiIfifttt!iI!I!1i�-_-_�-•__((_r-__'__'y�••�.'.•.1.'K.._.-_.'.:...,.e.:iJrI€t#iIiI;{fr/�LI#i!1{}!ttItII!_ "___-_tic,.»-.__1.-'.�-.•fi.,.-t•„��z„�''��s”.}JIii�fIIEffIIti�€I!I�i►I€_'" � ' r':;• -...-.. \ J PENDANT LIGHTING, TR ACK LIGHTING AND SPECIALTY LIGHTING SUPPLIED BY TENANT, NEW DEMISING ALL WALLS AND FLOORS DEMLSJ _ ALL WLSAND FLOORS Z RI --_ j-- r _ OJ=jp.1 OREADY FOR FINISH BY TENANT. _-__ O_ FI 'm:WALL, SEE A2.01 �- REFER TO ROOM FINISH SCHEDULE. t I -REFER TO ROI OCREDU111E. i Z 71 i7 CD HVAC EXHAUST, REFER TO MECH L_ —_ __-- Q HVAC EXHAUST, REFER TO MECHm uj F �) te-"_-F -' H ! CD 11 cn co LiIL/.�m. p ZSALES -^_ .i- _ . . #_ -- _."-- _ f -_ -.�. . .-l'- q_"SALES _ --^_t _� -aO .........._. O Uf I i�, 290 ............ Lc) - - Z C'4 P i Qi I L_-_ o (�tD C„ 3 . rr� "! u If 1 06.25.15 - C REV 1 I i0 ,Z -_ .�_, _, _ _, _ _ 1__ ____ . _ _ -- -.I1 I �- '--� F--h' F= L U 6Aa 6--1 DATE 06.15.15 p BRNO. dOf f ' =— « _ _ _ . _ ME 1ORE 1M2.il TESHET 772, ENLARGED FLOOR EXISTING PLAN AND REFLECTEDEXISTING STOREFRONT, YP STOREFRONT, TY CEILING PLAN WHICH WICH °° BGRA oeormw ms -scmoc'M a D am N ENLARGED REFLECTED N ENLARGED FLOOR PLAN WHICH WICH 0 21 4' 8' CEILING PLAN WHICH WICH 0 2' 4, 8' 2 A2 14 SCALE: 1/4" 1 -0" SCALE1/4" 1 -0" SCALE: 1/4" 1�-0" SCALE: 1/4" 1'-QKEYPLAN a PRELIMINARY f DOOR SCHEDULE �- DOOR SIZE DOOR FRAME FIRE DETAIL REFERENCE DOOR NUMBER (W x H x D) REMARKS TYPE MAIL FINISH GLASS TYPE MAIL FINISH RATING HEAD JAMB SILL NUMBER r 212A 3'-0" x 7'-0" x 1 3/4" F HM P102 -- A HM P40 -- 10/A3.01 11/A3.01 --- 1, 3 2 i 2A 213A 3'-0" x 7'-0" x 1 3/4" F HM P102 -- A HM P40 -- 10/A3.01 f 1/A3.01 -- 1, 3 213A 221A S—O" x 7'-0" x 1 3/4" F HM P102 -- A HM P40 -- 10/A3.01 11/A3.01 -- 1. 3 221A " 222A 3'-0" x 7'-0" x 1 3/4" F HM P102 -- A HM P40 -- 10/A3.01 11/A3.01 -- 2, 3 222A DOUR SCHEDULE ABBREVIATIONS DOOR SCHEDULE GENERAL NOTES HM HOLLOW METAL. 1. PAINT DOORS AND FRAMES AT INTERIOR SIDE OF RESTROOM ONLY. Ah P40 PAINT "GARDENIA" SW#6665 TENANT SIDE READY FOR PAINT BY TENANT. 2. DOORS & FRAMES READY FOR PAINT ON BOTH SIDE BY TENANT. 3. REFER TO SPECS FOR HARDWARE GROUP. DOUGLAS P. OBERST TACOMA, WA ',C' #5424 ,PER SCHED.� 2" PER SCHED.,,+2" d N N 5 � 0. f f FINISH FLOOR FINISH FLOOR F A FLUSH DOOR TYPES DOOR FRAME TYPES SCALE: 1/4" = 1'-0" SCALE: 1/4" = V--0" Co Z Q ROOM FINISH SCHEDULE Z w WALLS ROOM ROOM FLOOR CEILINGS ROOM 04 NUMBER NAME A B C D NOTES NUMBER Z CSC FINISH BASE MAT FINISH BASE MAT FINISH BASE MAT FINISH BASE MAT FINISH MAT FINISH HEIGHT Q 210 JOY TERIYAKI DINING EC --_ G __ __ G __ __ G __ __ G _-- F P94 -- 1,2 210 ? LL 211 KITCHEN EC ---- G _— -- G -- ---- G ---- -- G -- F P94 --- 1,2 211 212 MEN EC R81 NRP1 G R131 NRP1 G R81 NRP1 G R81 NRP1 G G P33 8'-0" --- 212 0 213 WOMEN EC R81 NRP1 G R81 NRP1 G RB1 NRP1 G RB1 NRP1 G G P33 81--0" 213 W3: 220 GREAT CLIPS (SALES) EC __ G __ __ G __ __ G __ __ G -- ACT FF 9'-6" 1,2 220 C�l 221 TOILET EC RB1 NRP1 G R61 NRP1 G R81 NRP1 G R81 NRP1 G ACT FF 9'-6" -- 2210 2 0 222 UTILITY ROOM EC -- G -_ _- G -- --- G -- G -- ACT FF 9'-6" 1,2 222 Q (� 223 CHECK--IN EC __ G __ __ G __ __ G __ -_ G -- ACT FF 9'4" 1,2 223 w Z ci J X ' 230 ICON NAILS & BAR EC --_ G __ __ G __ __ G __ __ G __ F __ __ 1,2 230 a 2 290 WHICH WICH EC __ G __ __ G __ __ G __ __ G __ F __ __ 1,2 t 09.04.15 CCD 2 290 7 Z U. ZE; 0 C> SCHEDULE MATERIAL KEY ROOM FINISH SCHEDULE NOTES DAIE SCHEDULE FINISH KEY A CONCRETE 1. ALL WALLS SHEET—ROCKED, TAPED, SANDED AND 'READY FOR PAINT BY 06.15.15 F OPEN TO STRUCTURE TENANT. tARC, FINISH COLOR DESCRIPTION G GYPSUM BOARD 2. FLAT CONCRETE FLOOR READY FOR FLOOR COVERING BY TENANT. N ACT ACOUSTICAL CEILING SYSTEM WHITE 24' x 48" x 5/8' EC NATURAL COLORED CONCRETE --- rawo ME a P33 PAINT "DOVER WHITE" SW# 6385 o P94 PAINT "TRICORN BLACK' SWJ 6258 SHM l Q DOOR SCHEDULE N M AND ROOM FINISH SCHEDULE cz E 0 N ld 0 4 w V) A3 . 02 v a PRELIMINARY STEEL GENERAL DRAWING LIST STRUCTURAL STEEL DESIGN,FABRICATION AND ERECTION SHALL CONFORM TO THE REQUIRMENTS OF CHAPTER 22 OF THE IBC. SUSMITTALS: SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER PRIOR TO ANY FABRICATION OR CONSTRUCTION FOR THE FOLLOWING MATERIALS: ITEMS: 50.01 GENERAL NOTES AND DRAWING LIST ANGLES,BASE PLATES AND MISCELLANEOUS STEEL ASTM A36 S0.02 LEGEND,ABBREVIATIONS LIST, INSPECTION WELDING ELECTRODES 70 KSI, LOW HYDROGEN,TYPICAL 60 KSI, -REINFORCING STEELSCHEDULE,AND DESIGN CRITERIA �- MIN.METAL DECK AND COLD-FORMED -CONCRETE MIX DESIGN S2.01 FLOOR PLAN RETAIL BUILDING#2 WELDING: IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS,THEY SHALL BEAR THE SEAL AND SIGNATURE OF 52.02 ROOF PLAN RETAIL BUILDING#2 0 ALL WELDING SHALL BE IN ACCORDANCE WITH THE"STRUCTURAL WELDING CODE"ANSI/AWS D1.1 AND SHALL BE BY AWS CERTIFIED WELDERS. THE STATE REGISTERED PROFESSIONAL ENGINEER WHO IS RESPONSIBLE FOR THE DESIGN. ITEMS DESIGNED BY OTHERS SHALL BEAR THE SEAL ONLY WELDS THAT ARE PREQUALIFIED, PER AWS,OR QUALIFIED BY TESTING SHALL BE USED. SHOP DRAWINGS SHALL SHOW ALL WELDING WITH AND SIGNATURE OF THE STATE REGISTERED PROFESSIONAL ENGINEER WHO IS RESPONSIBLE FOR THE DESIGN,AND SUBMITTED TO THE S2.11 ENLARGED FLOOR PLAN AND ENLARGED AWS A2.4 SYMBOLS. WELDS SHOWN ON THE DRAWINGS ARE MINIMUM SIZES AND FOR FINAL CONNECTIONS. MINIMUM WELD SIZE SHALL BE 3/16 IN. ARCHITECT/ENGINEER FOR REVIEW. ONCE APPROVED,THEY SHALL BE SUBMITTED TO THE BUILDING OFFICIAL. ROOF PLAN JOY TERIYAKI 210 UNO. FIELD WELD SYMBOLS ARE SHOWN WHERE FIELD WELDS ARE REQUIRED BY THE STRUCTURAL DESIGN,THE CONTRACTOR IS RESPONSIBLE S2.12 ENLARGED FLOOR PLAN AND ENLARGED' v FOR DETERMINING IF A WELD SHOULD BE SHOP OR FIELD WELDED IN ORDER TO FACILITATE THE STRUCTURAL STEEL ERECTION. ALL FULL TESTING AND INSPECTIONS: ROOF PLAN GREAT CLIPS 220 N PENETRATION FIELD AND SHOP WELDS SHALL BE FULL TIME INSPECTED AND TESTED BY ULTRASONIC,NON-DESTRUCTIVE PROCEDURES.RESULTS TESTING AND INSPECTION TO CONFORM TO IBC CHAPTER 17 AND 1703,2009 EDITION. ALL PREPARED SOILS AND BEARING SURFACES SHALL BE 52.13 ENLARGED FLOOR PLAN AND ENLARGED W a; OF TESTS SHALL BE SUBMITTED FOR REVIEW BY THE ARCHITECT/ENGINEER. INSPECTED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL. SOILS COMPACTION SHALL BE SUPERVISED BY AN APPROVED TESTING AGENCY OR GEOTECHNICAL ENGINEER. MISCELLANEOUS; R F P WHICH WICH 2 0 ALL STEEL EXPOSED TO WEATHER,MOISTURE,SOIL,OR AS NOTED SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION PER ASTM A123. ALL MISCELLANEOUS: SM FIELD WELDS ON GALVANIZED MATERIAL SHALL BE COATED WITH BRUSH APPLIED ZINC-RICH PAINT COMPLYING WITH ASTM A780(GALVACON OR CONTRACTOR SHALL VERIFY ALL LEVELS,DIMENSIONS,AND EXISTING CONDITIONS IN THE FIELD PRIOR TO PROCEEDING. CONTRACTOR SHALL 54.01 TYPICAL CONCRETE AND STEEL DETAILS EQUIVALENT). NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR FIELD CHANGES PRIOR TO INSTALLATION OR FABRICATION. IN CASE OF DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND THE DRAWINGS,THE CONTRACTOR SHALL OBTAIN DIRECTION FROM THE ARCHITECT/ 1 SUBSTITUTION OF MEMBER SIZES OR STEEL GRADE WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL OF THE ARCHITECT/ENGINEER. ENGINEER BEFORE PROCEEDING. NOTED DIMENSIONS TAKE PRECEDENCE-DO NOT SCALE DRAWINGS. V CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS,EXISTING CONSTRUCTION AND SOIL m EXCAVATIONS,AS REQUIRED,AND IN A MANNER SUITABLE TO THE WORK SEQUENCE. TEMPORARY SHORING AND BRACING SHALL NOT BE n §, REMOVED UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS AND MATERIALS HAVE ACHIEVED DESIGN ' STRENGTH. I " CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES REQUIRED ' TO PERFORM THE WORK. g5 SITE WORK ALL EARTHWORK,MATERIAL,BACKFILL,AND COMPACTION SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. EXCAVATE TO DEPTH SHOWN AND TO FIRM UNDISTURBED MATERIAL. OVER-EXCAVATIONS SHALL BE BACKFILLED WITH LEAN CONCRETE _ ' AT THE CONTRACTOR'S EXPENSE. BACKFILL BEHIND WALLS SHALL NOT BE PLACED BEFORE THE WALL IS PROPERLY SUPPORTED BY THE FLOOR MATERIAL,SLAB OR TEMPORARY BRACING. CONCRETE CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 19 OF THE IBC MATERIALS.- CEMENT ATERIALS:CEMENT ASTM C150,Type I or Type II COARSE AND FINE AGGREGATE ASTM C33 WATER Clean and Potable STRENGTH; W/C MAX SLABS 3000(psi @ 28 days) 0.40 ADMIXTURES: WATER REDUCING ADMIXTURES MAY BE INCORPORATED IN CONCRETE MIX DESIGNS,BUT SHALL CONFORM TO ASTM C 494,AND BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. CACL2 OR OTHER WATER-SOLUBLE CHLORIDE ADMIXTURES SHALL NOT BE USED. AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C 260 SHALL BE USED IN ALL CONCRETE MIXES FOR FLATWORK WHICH IS EXPOSED TO WEATHER. THE AMOUNT OR ENTRAINED AIR SHALL BE IN ACCORDANCE WITH ACI 301 AND MEASURED IN THE FIELD AT THE DISCHARGE END OF THE PLACING HOSE. MISCELLANEOUS; WATER/CEMENT(W/C)RATIO SHALL BE MEASURED BY WEIGHT AND SHALL BE BASED ON THE TOTAL CEMENTITIOUS MATERIAL. W/C RATIO SHALL BE DETERMINED BY THE SUPPLIER BASED ON STRENGTH REQUIREMENTS AND SHALL NOT EXCEED THE MAXIMUM W/C RATIO SHOWN ABOVE. FIELD-MEASURED SLUMP SHALL CONFORM TO THE SUBMITTED CONCRETE MIX DESIGN. TOLERANCE OF SLUMP SHALL CONFORM TO ASTM C 94. rn THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS FOR APPROVAL 2 WEEKS PRIOR TO PLACING ANY CONCRETE. THE MIX DESIGN SHALL BE IN CONFORMANCE WITH IBC SECTION 1905. THE SUBMITTAL SHALL INDICATE WHERE EACH CONCRETE MIX IS TO BE USED ON THE PROJECT,AS WELL AS Z THE MAXIMUM AGGREGATE SIZE OF EACH MIX. MAXIMUM AGGREGATE SIZE SHALL CONFORM TO THE SPECIFICATIONS. Q FORM WORK SHALL FOLLOW RECOMMENDED PRACTICE FOR CONCRETE FORM WORK,ACI 347. z IF THE AIR TEMPERATURE WILL EXCEED 75 DEGREES F WITHIN 48 HOURS OF PLACING CONCRETE,A MOIST CURE SHALL BE APPLIED TO THE CONCRETE W FOR A PERIOD OF 36 HOURS AFTER FINISHING CONCRETE SURFACES. SEE SPECIFICATIONS FOR CURING REQUIREMENTS. 04 REINFORCING STEEL: Z �+- DEFORMED BAR REINFORCEMENT ASTM A615-GR.60 SPECIAL DUCTILE QUALITY(SDQ)DEFORMED BARS ASTM A706-GR.60 LOW ALLOY Z WELDED WIRE FABRIC ASTM A185&ASTM A82 U. FY=65KSI DEFORMED BAR ANCHORS ASTM A496 m �y SDQ REBAR SHALL BE USED IN DUCTILE FRAME MEMBERS AND SHEAR WALL BOUNDARY ELEMENTS. ASTM A615,GR.60 REBAR MAY ALSO BE USED IN J 0 THESE MEMBERS AND ELEMENTS IF THE ACTUAL FY PER MILL TESTS DOES NOT EXCEED THE SPECIFIED FY BY MORE THAT 18 KSI AND THE RATIO OF THE 0 ACTUAL FU TO THE ACTUAL FY IS NOT LESS THAN 1.25. MILL TEST CERTIFICATIONS FOR SDQ ASTM A615,GR.60 REBAR SHALL BE SUBMITTED TO THE OWNER'S SPECIAL INSPECTOR AND ARCHITECT/ENGINEER PRIOR TO PLACING THE REBAR. 0: H Q N DETAIL,FABRICATE,AND PLACE PER ACI 315 AND ACI 318. SUPPORT REINFORCEMENT PER CRSI MANUAL OF STANDARD PRACTICE,MSP-1. O n/ :c 0 LL °' CONCRETE COYER: BEAMS STIRRUPS AND COLUMN TIES 1 1/2" O 1 0 SLAB BARS 3/4"TYP, 1"FOR RATED CONST. Q a O NONSTRUCTURAL SLAB-ON-GRADE MID-DEPTH WALL BARS: INTERIOR FACES 3/4" w Z co co Q O EXPOSED TO EARTH OR WEATHER 1 1/2"(NO.5 AND SMALLER) Q 2 (NO.6 AND LARGER) t9 FOOTING: BOTTOM 3",TOP 1 1/2",SIDE 2" C3: J �,n �- ELECTRICAL CONDUIT SHALL NOT BE PLACED WITHIN A SLAB-ON-GRADE,BUT SHALL BE PLACED BELOW THE SLAB IN THE SUB-BASE. Remm WELDING OF REINFORCING,WHEN APPROVED BY ARCHITECT/ENGINEER,SHALL BE PER AWS DIA REINFORCING STEEL WELDING CODE. REBAR TO BE 0e-25-15 REV#1 ASTM A706,GR.60 LOW ALLOY, USE E70XX WELDING ELECTRODES WHEN WELDING TO STRUCTURAL STEEL AND E90XX WHEN WELDING TO REBAR, - -- 2 09-0445 CCD 1 GROUT FOR BEARING PLATE: FOR BASE BEARING PLATE, GROUT SHALL BE NON-SHRINK TYPE WITH MINIMUM F'C=8,000 PSI. Y_ DME 2 U O' 06.15,15 J O CD m NO. T 14217 m CAM FU 3 14217S-001.dwg v SHEET wu 0 O GENERAL NOTES AND DRAWING LIST E v c d U- E Q. ao 11 11R A N J�JL. I OCR}PYRgMT 4076 -"CRll,M.AU O SHEET N somol O a _O N a PRELIMINARY 3 NOTES: ©1. 4... TSOT LNOTES,SYMBOLS,ABBREVIATIONS,AND INSPECTION SCHEDULE. ANDLORD � , CONSTRUCTION REQUIREMENTS. N frMo ppp, u- 04 Q 1- N SUL ..K opt 1 2 3 4 6 6 7 8 9 10 199'-0" 29'-6" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 29'-6" I I I I I I I I I I I I ( I I I I I I I I I NEW SLAB I I I 1 I I I z LNEWSLAB Z uj NEW INT WALLS NEW INT WALLS 04 I I I I I I I I z w Q z LL D JOY GREAT ICON WHICH �e TERIYAKII CLIPS ( NAILS&BAR I ( I ( I I WICH I m EX SLAB O H C) M� o� 0 20 waoo I I I I I I I I I 2 2ZoQ Od otry Cs tiF- R Q08-25-15 REV#1 2 09-04-15 CCD 1 EX WALLS,TYP DAIEY U '0 06.15.15 J O om NO. T 14217 m CAW ME 3 14217S-201.dwg SHM TIRE O N FLOOR PLAN N RETAIL BUILDING#2 E v c� NORTH N FLOOR PLAN RETAIL BUILDING #Z Df"D A IN a SCALE: 1/8" = 1'-0" OCOFYRgNT'2Q16 •BCRA,NG.AiJ.ItlOFtf8 C> am N M O Q O cn S2001 "O N O d N PRELIMINARY 3 NOTES: 1. SEE S0.01 AND S0.02 FOR STRUCTURAL GENERAL NOTES,SYMBOLS,ABBREVIATIONS,AND INSPECTION SCHEDULE. 2. REFER TO ARCHITECTURAL FOR A FULL LIST OF LANDLORD CONSTRUCTION REQUIREMENTS. Q N C t0 N � f; N C-0 �y 0O I.- SM —M k. 1 2 3 4 5 6 7 8 9 10 199'-0" 29'-6" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 27-6" IT F1' II II II II II I li ii ii I II II II i I li ji 11 it II ii EX ROOF FRMG,TYP tt EX ROOF FRMG,TYP � II II II II I! N i t I I I I I I 1 1 I I II II II II I I II II II I II II I I I I I I I I II I I I I I I I I I I I I I I I I I I II II II II II I II I II II II 04 II II II II I O I II Z O— il II II II it Z LL F I it �j 1 I II II 1 li I it J_ t i II I i II i I II ii t t W It CV I N N0 z c°a II II II II MECH UNIT PER MECH MECH UNIT PER MECH Q D O �I ii ii I ii I 2 0 C IZ ti I- i it REVISKM j 2 09.04-16 CCD 1 DAIE C.7 0 06.15.15 J O } em NO. 14217 m CAW M 3 142175-202.dwg -a n; stir 7W ca N h ROOF PLAN N RETAIL BUILDING#2 E a Lz NORTH ROOF PLAN RETAIL BUILDING #2 N103CIR.i 1 SCALE: 1/8" = 1'-0" OCAPYRIOMT 2M6 •ECM"lC.A4.fl10Fff8 RE6@tVED �f) N M C7 CL tU V) .g 4> S2002 O tt) o PRELIMINARY I /A 9 10 9 10 NOTES: 1. SEE 50.01 AND 50.02 FOR STRUCTURAL GENERAL NOTES,SYMBOLS, I I ABBREVIATIONS,AND INSPECTION SCHEDULE. E I N = 2. TOP OF SLAB ON GRADE TO MATCH EXISTING. 29-V 3. SEE 54.01 FOR CONCRETE AND STEEL DETAILS. 4. REFER TO ARCHITECTURAL FOR A FULL LIST OF LANDLORD CONSTRUCTION REQUIREMENTS. o a sm M .01 rfp a I I I I I I I I I I I I ` — I I I I e•.' I � :H L I I II I II II I II ii i r I II r r I II I II r r I I , 13 I i J N I N I I ( Ii I II I II lI I I II I I I I I I II I I I I I I I I ( NEW 41/2"SLAB ON GRADE i EX FRMG, P W/#4 @ 18"OC EW AT MID DEPTH,TYP I I I II NEW INT WALLS PER ARCHLn II CV O LL. Z O ZI U. i I SEE F/S4.01 FOR f AECH I p r UNIT FRAMING SUPPORT I J Y II LL it m ii I J I EX 41/2"SLAB ON GRADE,TYP EW-` II ( 0 I ! r 1 ( c') 0 0 r r I a wo ao u z c c>_ Jtip I tears N N II I MAXIMUM POINT LOAD OF 1,000 LBS ATE ► I Q 09.0415 CCD 1 MAXIMUM SIZE 10 TON MECH UNIT PER IV ECH I I ii I I DALE 0 1 I I 06.15.15 C) II I am NO. I 14217 CARD R E I i I 14217S-214.dwg r I SHEEP Tw N GY— ENLARGED FLOOR PLAN 1 AND ENLARGED ROOF PLAN L i I I WHICH WICH 290 E "RA 9 N Of:O%'Rnw 1016 -WpAr GAIL Plfilfl8 RE8FRVM LC) C) SHEET N NORTH NORTH 2 q ENLARGED FLOOR PLAN - WHICH WICH 290 ENLARGED ROOF PLAN - WHICH WICH 290 ~ SCALE: 1/4" = 1'-0" SCALE: 1/4" = V-0" S2ml4 _O N d PRELIMINARY 3/4"x1 1/2"KEYED JOINT PROVIDE BOND BREAKER AT JOINT SLAB ON GRADE MECH CURB PER MFR _ REINFORCING PER . H 1/8 PLAN,NOTE 4 ----- - 1/8NOTE 1 1,-6"LAP n JST PER PLAN THICKENED SLAB EDGE 1/2" - - PER TYPICAL DETAILS VAPOR BARRIER a MAX CONSTRUCTION JOINT PER ARCH -..' ------------------- 1- N CL CL JO ST JO ST i SAW CUT 113 SLAB DEPTH ----- sFx i I 3/16 _ I PL 114x3x0'-6" 112" SLAB ON GRADE _ _ °� � I I MAX 3/16 I I—III=I 111- UNIT PER VERT LEG REINF ANGLE PER PLAN REINFORCING -III—III—I I (- B-B MECH ( PER G-54.01 1 PER PLAN NOTE 1 . M MI��`� ." VAPOR BARRIER PER ARCH CONTROL JOINT ;,, �`� NOTES: "k� + f 1 I I SECTION AA1. NATIVE SOIL OR FILL PREPARED AND COMPACTED PER SPECIFICATIONS. . >' i 1 MECHANICAL FRAMING TO JOIST CONNECTION 2. REINFORCE SLABS-ON-GRADE UP TO 41/2"THICK WITH#4 @ 18-OC,EACH WAY,AT MID-DEPTH. 3. PROVIDE CONTROL OR CONSTRUCTION JOINTS IN THE SLAB-ON-GRADE AT 12'-0"MAXIMUM SPACING EACH h WAY.SPACING BETWEEN CONSTRUCTION JOINTS SHALL BE 50'-0"MAXIMUM.JOINTS SHALL BE PROVIDED r . I i i I SUCH THAT THE RATIOS OF THE SIDES OF THE SLAB PANELS DO NOT EXCEED 2 TO 1. 4. AT THE CONDITION WHERE DOWEL BARS EXTENDING FROM EXISTING SLAB DO NOT EXIST PROVIDE#6 2 SMOOTH DOWEL 01 18"OCGEAD DO IS-AN A AB 9 A L T E R N AT 1 i D TYPICAL SLAB ON GRADE DETAIL 1 I 1 1 SCALE: NTS i 1 i 1 1 I 1 1 GENERAL CONTRACTOR TO PROVIDE AND INSTALL FIELD STRUT(L2x2x3/16) TOP CHORD PANEL --- 1/8 EACH SIDE OF JOIST AT ALL ANGLE PER PLAN LOCATIONS WHERE CONCENTRATED 3"OR i i ( LOAD DOES NOT OCCUR WITHIN 3"OF GRE T-E-R i 1 I A PANEL POINT. INSTALL ANGLE WITH I I ONE END AT LOCATION OF LOAD AND CONCENTRATED -------- OTHER END AT A PANEL POINT ON LOAD �•- THE OPPOSITE CHORD,TYP i I 3/16N 1u z W I L5x5x5/16,TYP ( PL 1/4x3x0'-6" N I 1 t 1 3116 V i3 AA - - - - O -- -- -- - - � ( I I SECTION 111-8z-B Z LL MECHANICALFRAMING TO JOIST CONNECTION Niv, � w co 1J O W � 3/16 1 1/2 0� 3/16 V 1 1/2 � C� ) _ � LL D rn o2 ° W a o 0 ADDING VERTICAL LEG TO JOIST ADDING VERTICAL LEG TO JOIST cu--J) Z � d oQ gOD a SCALE: NTS SCALE: NTS Q_ ti FEVIISMS EX COLD-FORMED STUD CL STEMWALL 1 08.25.15 REV#1 1 BEYOND RI BOT TRACK TO MATCH •--- -----` STUD WALL GA z 09-04-15 CCD 1 12" I PER EX DWL.AT MAX PLAN CONDITION WHERE i DWL IS NOT EXISTING, EX VENEER i i i PROVIDE#4x1'-0"DWL, EMBED 4"MIN INTO Y U ! I ! I I I I I I 1 0.071"SHEET PER STEMWALL W/HILTI o z 1 1 l i t t i i i i FASTENED TO ! P I i c i HIT HY200 EPDXY °A� J EACH CELL ALL I i NEW SLAB ON 06.15.15 a o N I I I I 1 ! I AROUND i GRADE PER PLAN BORA N0. I ! ! ! T/SLAB _ 14217 m _ 11! CARD FILE 14217S-401.dwg v ! I 1 I I I ! • I I I w i l i I SHEET ME I I x " -�1 TYPICAL CONCRETE C14 AND STEEL DETAILS T/FTG v I I I ! I I I ( #4x BAR LL I I I ! ! ! I I I 1 I I I 1 I I II I I t i i I 1 1 i I I�I Q. —( ( EX FTG 000"RKW Ins -WM&M.Auwarrs�seavea o SHEET r� 0 a a� V) 0 TYPICAL DETAIL FOR OPENINGS TO 1 ro S4001 L PERPENDICULAR TO DECK M CONTINUOUS FOOTING SCALE: NTS SCALE: 1 1/2" = V-0" PRELIMINARY CONTACT GENERAL PIPING GENERAL NOTES p� N U INFORMATION AND DEMOLITION NOTES 3 DOCUMENTS INCLUDE JURISDICTIONAL REQUIREMENTS 1. CONTRACTOR MUST VISIT THE BUILDING TO 1. THE DESIGN SHOWN ON THESE CONTRACT PROVIDED BY THE FOLLOWING CONTACTS: DETERMINE THE FULL EXTENT OF THE EXISTING FIRE DOCUMENTS HAS BEEN PREPARED FOR APPROVAL BY C) PROTECTION WORK AND THE EXISTING CONDITIONS, THE AUTHORITY HAVING JURISDICTION AND TO `ate FIRE SPRINKLER REVIEWING AUTHORITY: BECOME TOTALLY FAMILIAR WITH DISCONNECTIONS, PROVIDE GUIDANCE FOR BIDDING. THE CONTRACTOR r KAREN MOHLING, DEPUTY FIRE MARSHAL REMOVALS, RELOCATIONS AND/OR RECONNECTIONS SHALL SUBMIT COMPLETE FIRE SPRINKLER SHOP N (503) 259-1512 OF EXISTING FIRE PROTECTION EQUIPMENT REQUIRED, DRAWINGS AS REQUIRED BY SPECIFICATION SECTION ; N AND CONDITIONS IN THE PROPOSAL FOR THIS 01330. CONTRACTOR SHALL BASE SHOP DRAWING N = CROSS CONNECTION CONTROL AUTHORITY: PROJECT. NO EXTRA COMPENSATION WILL BE PAID DESIGN ON THE FIRE PROTECTION DRAWINGS AND M` w TINA ALEXANDER, TUALATIN VALLEY WATER DISTRICT FOR LACK OF SUCH DETERMINATION, FAMILIARIZATION, SPECIFICATIONS. SPRINKLER SHOP DRAWINGS SHALL AND/OR ALLOWANCE. INCLUDE ALL NECESSARY ELEVATIONS, HANGER (503) 848-3026 / LOCATIONS, PIPE LENGTHS, DIMENSIONS, FABRICATION 2. UNLESS NOTED OTHERWISE, DISCONNECT AND REMOVE METHODS/NOTES, MATERIAL DATA, AND ANY OTHER CLo ALL EXISTING FIRE PROTECTION COMPONENTS NOT INFORMATION NECESSARY TO CLARIFY THE INTENT OF I.- N INTENDED TO BE REUSED. INSTALLATION. CONTRACTOR SHALL PROVIDE PIPE APPLICABLE CODES SIZES, SPRINKLER SPACING, AND ALL SYSTEM M 3. REMOVE ALL DEMOLITION MATERIALS AND DEBRIS TO CONFIGURATIONS AS SHOWN. ANY ALTERNATES IN SM - AN APPROVED DUMPING SITE AND CLEAN ALL FIRE DESIGN OF THE SYSTEM OR IN MATERIALS OR NFPA STANDARDS EDITION PROTECTION WORK PRIOR TO PROJECT COMPLETION. EQUIPMENT USED MUST BE APPROVED IN WRITING VIA NFPA 13 2013 THE REQUEST FOR INFORMATION PROCESS BY THE qA�o 4. PERFORM ALL WORK ACCORDING TO THE PROJECT FIRE PROTECTION ENGINEER OF RECORD PRIOR TO PRI PHASING SCHEDULE INFORMATION FOR THIS PROJECT. ANY BIDDING, FABRICATION, OR INSTALLATION. - REFER TO SHEET Cl FOR APPLICABLE BUILDING CODES PROVIDE ALL NECESSARY FIRE PROTECTION WORK, TEMPORARY AND/OR OTHERWISE, AND USE WHATEVER 2. CONTRACTOR SHALL COORDINATE LOCATIONS OF FIRE . MEANS NECESSARY, TO CONFORM TO THE REQUIRED PROTECTION COMPONENTS INCLUDING PIPING, ALARMS, 8463 �° �..,,� DRAINS, TEST POINTS, ETC., WITH ALL CONSTRUCTION PHASING OF THE PROJECT. STRUCTURAL, MECHANICAL, AND vo a�,> ARCHITECTURAL � ELECTRICAL CO, MPONENTS. OBSTRUCTIONS TO >!� EXISTING 5. CONTRACTOR IS RESPONSIBLE FOR REPAIRING OR REPLACING ITEMS DAMAGED DURING DEMOLITION AND SPRINKLER DISCHARGE MUST BE CONSIDERED DURING q ti. z a EXISTING 8" BACKFLOW CONSTRUCTION. SHOP DRAWING PRODUCTION AND INSTALLATION. O•' FIRE SPRINKLER PREVENTER EXTRA SPRINKLERS MAY BE REQUIRED AT NO ' 6. CONTRACTOR SHALL PATCH ALL HOLES TO MATCH ADDITIONAL COST TO THE OWNER. REFER TO :t2131JC315 LEAD IN SPECIFICATION FOR ADDITIONAL REQUIREMENTS. ADJACENT SURFACES LEFT UNUSED AFTER EXISTING J, RETAIL 1 SPRINKLER PIPING OR EQUIPMENT IS REMOVED AND Sep 2 2015 VACATED FROM THESE HOLES. 3. SUBMIT A REQUEST FOR INFORMATION (RFI), FOR QUESTIONS RELATED TO THE FIRE PROTECTION k, RETAIL 2 7. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND DOCUMENTS. MAINTAINING FIRE DEPARTMENT ACCESS ROADS HENDERSON THROUGHOUT THE PROJECT. 4 CUTE ORD OF THERIBARERO MAINS ABOVE THE BOTTOM ENGINEERS 8. SPRINKLER SYSTEMS NOT ASSOCIATED WITH THE DEMOLITION SHALL BE LEFT IN SERVICE. 5. PROVIDE FIRE PROTECTION AS REQUIRED BY CODE 8345 LENEXA DRIVE,SUITE 300 IE EXISTING 6" FOR ANY TEMPORARY STRUCTURES BUILT DURING LENEXA,KS 66214 LINE TO REM OTE 9. ALL WORK SHALL BE PERFORMED SO AS TO NOT CONSTRUCTION. TEL 913 742 5000 FAX 913 742 5001 FDC INTERRUPT SERVICE. THE CONTRACTOR SHALL www.hei-eng.eom PROPERLY NOTIFY THE LANDLORD, THE LESSOR AND 6. SPRINKLER SYSTEMS ARE MONITORED BY AN 1592095935 6 ADJACENT TENANTS A MINIMUM OF 48 HOURS IN OFF-SITE CENTRAL STATION INCLUDING TAMPER ADVANCE BEFORE PROCEEDING WITH THIS WORK. SWITCHES ON ALL CONTROL VALVES AND FLOW EXISTING FIRE ALL WORK SHALL BE SCHEDULED IN ADVANCE. SWITCHES. DEPARTMENT CONNECTION 10. ALL SYSTEMS TO BE LEFT IN SERVICE PRIOR TO THE 7. IF APPLICABLE, THE CONTRACTOR SHALL ASSUME END OF EACH WORKDAY. THAT ANY CURTAIN BOARDS OR DRAFT CURTAINS WILL BE INSTALLED PRIOR TO THE SPRINKLER PIPING. 11. ONLY THE PORTIONS OF THE BUILDING AFFECTED BY CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER THE SCOPE OF THE PROJECT HAVE BEEN SHOWN. PENETRATIONS OF THE CURTAIN BOARDS OR DRAFT - INFORMATION SHOWN AS EXISTING TO REMAIN IS NOT CURTAINS AND SEALING WITH APPROVED FIRE BEING MODIFIED AS A PART OF THIS PROJECT. CAULKING. 12, SPRINKLER CONTRACTOR TO SUBMIT AND RECEIVE 8. PENETRATIONS OF RATED WALLS OR ASSEMBLIES APPROVAL OF FULL SHOP DRAWINGS TO HENDERSON SHALL BE "FIRE CAULKED" WITH APPROVED CAULKING U) ENGINEERS PRIOR TO FABRICATION AND PER METHODS REQUIRED BY THE AUTHORITY HAVING �— „M" INSTALLATION. JURSDICTION, AND PROJECT SPECIFICATIONS. z 9. THE FIRE PROTECTION ENGINEER OF RECORD WILL Q EARTHQUAKE BRACING NOT BE RESPONSIBLE FOR THE CONTRACTOR'S z FAILURE TO CARRY OUT THE CONSTRUCTION WORK IN w ACCORDANCE WITH THE CONTRACT DOCUMENTS, NOR SHALL THEY BE REQUIRED TO SUPERVISE THE N k EARTHQUAKE BRACING CONDUCT PIPING BY CODE. CONTRACTOR I TO ER OEECONSTRUCTION PROCEDURES AS SET FORTHBYTHEGEN RAL o VERIFY EARTHQUAKE BRACING INSTALLATION CONTRACTOR, SUB-CONTRACTORS, THEIR RESPECTIVE O O MEETS NFPA 13-2013 INCLUDING EMPLOYEES, OR ANY OTHER PERSON AT THE JOBSITE Z MANUFACTURER'S RECOMMENDATIONS. OTHER THAN THE ENGINEERING FIRM'S OWN ADDITIONAL BRACING MAY BE REQUIRED DUE TO EMPLOYEES. FIELD ADJUSTMENTS, VARYING BRACING ANGLES, DISTANCES TO JOISTS, AUTHORITIES HAVING 10. SPRINKLER PROTECTION IS REQUIRED ABOVE THE m L.L JURISDICTION, ETC. ELECTRICAL ROOMS. NO MAIN PIPING SHALL =� O PENETRATE OR PASS ABOVE THE ELECTRICAL ROOMS. LLJ 11. THE CONTRACTOR MUST REVIEW ALL CONSTRUCTION DOCUMENTS PRIOR TO BID. SHOULD MODIFICATION TO tu-) N THESE PLANS BECOME NECESSARY TO PROPERLY O n/ _ 04 COORDINATE THE SYSTEM WITH, OTHER TRADES, IT F_ LL b rn WILL BE THE CONTRACTOR'S RESPONSIBILITY TO, O O 0 z Walmarta` OBTAIN APPROVAL OF THESE CHANGES BY THE AHJ, AND THE FIRE PROTECTION ENGINEER OF RECORD. IN ADDITION TO OBTAINING THE NECESSARY APPROVALS, v Q Q o O #5035 THE CONTRACTOR MUST MAKE NOTE OF ALL FIELD w Z OR COORDINATION CHANGES ON THE INSTALLATION (ifLj DRAWINGS. ONCE COMPLETE, THE CONTRACTOR SHALL Lo �_ m SUPPLY ONE COPY OF AS-BUILT DRAWINGS TO THE Ln_ FIRE PROTECTION ENGINEER OF RECORD FOR THEIR REMSKM USE. 0 09.04.15 CCD 2 Y 12. THE CONTRACTOR SHALL DIVERT ALL DRAIN AND m INSPECTORS TEST CONNECTION DISCHARGE AWAY FROM FINISHED SURFACES AND PIPE TO APPROVED DRAIN LOCATIONS. THE CONTRACTOR WILL BE CD BACKCHARGED FOR ANY REPAIR, REPLACEMENT, OR Ln CD CLEANING OF RUST STAINS ON PAVEMENT/CONCRETE DUE TO WATER DISCHARGE FROM SPRINKLER SYSTEM a; DRAIN DOWNS. i N DICE m o . w . . 06.15.15 BM NO. w cn CARD FlLE N REFERENCE ONLY NOT APPROVED WITH THIS PERMIT SW HERMOSO wAY 0 N FIRE SITE PLAN a . SHEET INDEX N BC F01.2 FIRE SITE PLAN OB2 000PYRIGHT 2015-RCRA.INC.ALLRIGHTSRESERVED CD 0 30 60 120 UNDERGROUND PIPING SHOWN FOR SHM HYDRAULIC CALCULATION F02.2 OVERALL FIRE SPRINKLER PLAN OB2 CD FIRE SITE UTILITY PLAN N PURPOSES ONLY. REFER TO CIVIL F11.2 JOY TERIYAKI FIRE SPRINKLER PLAN OB2 1" = 60'-0" DOCUMENTS FOR ADDITIONAL INFORMATION. F12.2 GREAT CLIPS FIRE SPRINKLER PLAN OB2 o F13.2 ICON NAILS FIRE SPRINKLER PLAN OB2 F01 . 2 n o F14.2 WHICH WICH FIRE SPRINKLER PLAN OB2 0 q PROTECTION CRITERIA BASED ON 2013 NEPA 13 SPRINKLER SYMBOL LEGEND SYMBOL SIZE MFR MAKE S.I.N. FINISH STYLE TEMP K—FACTOR � U N SYMBOL DESCRIPTION 0 MATCH MATCH MATCH MATCH MATCH UPRIGHT MATCH MATCH z HOSE MAXIMUM SPRINKLER EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING3 3 OCCUPANCY ALLOWANCE SPACING DESIGN BASIS HYDRAULIC REFERENCE NODE POINT . 155 5.6 PENDENT DENSITY 0 1/2" TYCO TY—FRB TY3231 WHITE CLASSIFICATION (GPM) (SQ FT) 401 ESC bd TENANT SPACES (ORDINARY HAZARD GROUP 2) 0.20/1500 SQ FT 250 130 CLASS I—IV TO 5'-0"; 13:TABLE 13.2.1 C— " TYCO DS—C TY3555 WHITE CONCEAL 200 5.6 PEN CAP FZ7 1 ® RISER NIPPLE/DROP NIPPLE 1/2" TYCO TY—FRB TY3231 WHITE 401 DENTESC286 5.6 0 L m SPRINKLER RISER DEMO VARIES VARIES ---- --- EXISTING --- ___ U UPRIGHT a o--4— INSPECTOR'S TEST/AUXILIARY DRAIN � � a \ HANGER F— N HANGER ASSEMBLY \\\ TRAPEZE HANGER PERPENDICULAR TO JOIST SEN. HANGER ASSEMBLY 1" OUTLET TRAPEZE HANGER PARALLEL TO JOIST SPRINKLER MAIN 1" OUTLET NEW CONNECTION BRANCHLINE NEW SPRINKLER PIPE �5 1" ARM OVER 1" ARM OVER EXISTING SPRINKLER PIPE 1 1 DROP O`. . . " DROP — — — DEMO SPRINKLER PIPE EGM 1" SHOULDER NIPPLE �"� gER` '' CEILING CEILING CONTRACTOR MAY SUBSTITUTE SPRINKLERS OF SAME 1213112015 SIZE, K—FACTOR AND TEMPERATURE CLASSIFICATION 1" GLOBE VALVE — � ,71 � UNLESS PROHIBITED BY THE SPECIFICATIONS. Sep 2 2015 PENDENT SPRINKLER CHAIN—HUNG SIGNAGE PENDENT SPRINKLER HENDERSON MUST BE VISIBLE AT PROVIDE HANGER ASSEMBLY THAT PREVENTS UPWARD MOVEMENT OF THE PIPE ALL AREAS PROVIDE HANGER ASSEMBLY THAT PREVENTS UPWARD MOVEMENT OF THE PIPE WHEN ARMOVER LENGTH EXCEEDS 12—INCHES AND SYSTEM STATIC PRESSURE ENGINEERS 1" PLUG w WHEN ARMOVER LENGTH EXCEEDS 12—INCHES AND SYSTEM STATIC PRESSURE AT THE SPRINKLER EXCEEDS 100 PSI. PROVIDE HANGER WHEN ARMOVER zAT THE SPRINKLER EXCEEDS 100 PSI. PROVIDE HANGER WHEN ARMOVER LENGTH EXCEEDS 24—INCHES AND SYSTEM STATIC PRESSURE AT THE 8345 LENEXA DRIVE,SUITE 300 SPRINKLER DOES NOT EXCEED 100 PSI. N LENGTH EXCEEDS 24—INCHES AND SYSTEM STATIC PRESSURE AT THE LENEXA,KS 66214 SPRINKLER DOES NOT EXCEED 100 PSI. ARRANGEMENT SHOWN IS SCHEMATIC. MODIFY TO SUIT CONDITIONS TEL 913 742 5000 FAX 913 742 5001 ARRANGEMENT SHOWN IS SCHEMATIC. MODIFY TO SUIT CONDITIONS AND MEET AND MEET APPLICABLE CODE REQUIREMENTS. www.hei-eng.com EXISTINGAPPLICABLE CODE REQUIREMENTS. 1592095935 AUXILIARY DRAIN- 3 PENDENT SPRINKLER. 2 PENDENT SPRINKLER ARMOVER 4 NTS `� NTS NTS 10 U) EXISTING 6" LINE I z ( 'REMOTE FIRE DEPARTMENT Z 'CONNECTION f W f EXISTING 8" FIRE j I j j p 1 I j (SPRINKLER LEAD ij Z IN z LL 2 1 l �___ __ __ ____— —___—_ __.__—________.I r 2_.»__. ____4,____ ______ ___�__� � 1 __ _ ______ __ ___—___ 1 I ( � ; I r � I 2 1 r I J _ _ —_ ........... F11.2 F11.2 i F12.2 F12.2 F13.21 I I a F14.2 F14.2 132 I 771, 1 t a J c — s, .. "�s<a ,. � .-....,. .. ,,..„...,. ..„......... '. � f ass, .....:...». — ,j...,... �,... ELECTRICAL r, LL WH �. Q z 0 It I ,” •" � a•: I I I I I 1.. .,^:§^2s:: • , I I- F- o s I I I I REASM I 1 l I Ij I 0 09.04.15 CCD 2 93 CDED EDm S MOW € � I __._»_w_. ._»_» _ .... r—----- -- — I I 0 LLJ DATE Tr__ CD vii 06.15.15 a W 1 pfp : a I a -•�^ s I f _ ° 3 I I 0 0 0 mm— 0 0 0 I BCP►No. ► I 1 I li J ( — r Ui ]I 1 11 I [ coo RLE N I I I I I € ca c� r� e} } o ° I I DEFERENCE ONLY CD ? ( 1T!APPROVED WITH THIS PERMIT OVERALL I i i Im � I a N r 4 0 0 0_ . fl Q 0 s FIRE „ I I I r r I I I I I ___ ,w�_I SPRINKLER � I -_ _�� PLAN i i I I1 - , m _ _ EXISTING INSPECTOR'S ,s NAY I I TEST CONNECTION Q —__ rr.,».• --- --------- _ ------ «» . _ _—.—._----------- _"___._.w._ a _a`I. .«. .. .._.«....«»...,.....,....»_...........,...« arI ,s' �{{ ,ri .,,f arg �€ �a .. >.... .,,. ,••..., r !{ :ut_a. �,� zl _nf-_T%._A _ 21 ®COPYRIGHT 2015-SCRA.INC.ALL RIGHTS RESERVED_ . — .._.—.—--- F»»_a ». _ ______ I O I ( r r [ a I I r r f ,t 4....w_,....,..._._...w.,,..�.......w._,.w,.<,.........._<w,»».w<,,..».�.»..»..�— f( @..».»._.w._..._..«...«,......,....,..»..,»........_..____...! s r 1 1 4 1 1 L.,..».».,....<....._,.._..».._.._____._....._...»._,»....._..»..S s,.w $HEED r�r W CDOVERALL FIRE SPRINKLER PLAN 4' 8' 12' F02 . 2 J o w > 1/8" = 1'-0" SCALE: 1/8'P=11—O" o n a z Q Li c TRUSS GIRDER ROOF JOISTS MW x� KEYNOTES _ RO OM 13.913 REMOVE EXISTING UPRIGHT SPRINKLER 13.980 PROVIDE NEW UPRIGHT SPRINKLERS AS OVERHEAD AND ASSOCIATED PIPING. CAP OUTLETS SHOWN. ALIGN WITH EXISTING PIPING NOT INTENDED FOR REUSE. REF F14.2-2 SPRINKLERS AND COORDINATE WITH NEW ' FOR NEW WORK IN THIS AREA. AND EXISTING EQUIPMENT AND WALLS TO 13.970 PROVIDE NEW PENDENT SPRINKLERS IN MEET NEPA 13 SPACING REQUIREMENTS. THIS AREA. CONNECT TO EXISTING 13.993 PROVIDE HIGH TEMPERATURE SPRINKLERSco `" NOTE: COORDINATE SPRINKLER PIPING. NOT MORE THAN ONE NEAR HEAT PRODUCING EQUIPMENT IN U EXACT LOCATION OF SPRINKLER SHALL BE SUPPLIED BY A 1" ACCORDANCE WITH NFPA 13. �' LIGHTS SPRINKLERS AT PIPE OR CONNECTION. COORDINATE WITH � COOLERS/FREEZERS FINAL DIFFUSER AND LIGHT LOCATIONS. N a CONDENSER WITH LIGHTS, 13.973 PROVIDE NEW DRY CONCEALED PENDENT EVAPORATORS AND N o DRY CONCEALED OTHER SPRINKLERS AS SHOWN AND CONNECT �- N PENDENT SPRINKLER OBSTRUCTIONS. TO OVERHEAD SYSTEM. REF F14.2-3. COORDINATE WITH LOCATION OF LIGHTS sou GROCERY AND EVAPORATOR UNITS. NOT MORE STORAGE THAN ONE SPRINKLER SHALL BE FREEZER/COOLER SUPPLIED BY A 1" PIPE OR CONNECTION. REF F14.2-4. ADDITIONAL SPRINKLERS w MAY BE REQUIRED AT NO ADDITIONAL ��i �PS► �� �� FREEZER SECTION- 4 COST TO OWNER.OPTION A INSTALLATION PROCEDURE NTS 10.30.07 F27-1 10 9 10 1. CORE DRILL 2 1/2" DIAMETER HOLE IN THE FREEZER/COOLER CyRE, C1N INSULATED CEILING PANEL. LOCATE HOLE AND REQUIRED I i SPRINKLER PROTECTION IN ACCORDANCE WITH NFPA 13 OBSTRUCTION CRITERIA (SSP TYPE SPRINKLERS). MAINTAIN 6" CLEARANCE FROM COOLER SEAMS. �� _.:._...,..».......�,....,�A...�....._...,.,....._....._ "z' „m�`' a : � ...2..Sg`�`.� ;�°,;:.sem e{'r,.sv�c^ ����.y _.:._......,.,._....w.........,.—....... - ♦ty�py/�♦5. .- ..�.,.,.,,;.:M.w.....,.. .::..,>,.....».wx.,rw C ,.r« § F : 11:t3 fJLV1. . 2. INSTALL DRY PENDENT SPRINKLER PER MANUFACTURERS m �� _. 1 13. 913 13. 91' INSTALLATION REQUIREMENTS. '� Sep 2 2015 3. COMPLETELY FILL ANNULAR CEILING OPENING BETWEEN THE ESCUTCHEON AND TOP OF CEILING PANEL WITH OPEN-CELL �•/ a // 11 er " ��J � 1/1` � Y2'1 'POLYETHYLENE FOAM BACKER ROD. EXPANDED FOAM IS NOT /� 2 Y2 ` / r f 1, t2 1 PERMITTED. _ �., �� a ..�� HENDERSON _ 0 �� 0 1-0»��_ 12--0 1-2 6— . 0 ENGINEERSM 4. INJECT DOW CORNING 739 PLASTIC ADHESIVE SEALANT INTO O O O /� AND AROUND THE TOP OF THE FREEZER/COOLER CEILING CORE cu 83451ENEXADRIVE,SUITE300 OPENING IN ACCORDANCE WITH SEALANT MANUFACTURERS 73 = '� LENEXA,KS66214 INSTRUCTIONS. � `'O� 1 3, 9 7 0 � *E�913142 5000 Fax 913 742 5001 1592095935 SUPPLY FROM WET '� O PIPE SPRINKLER SYSTEM 0 1 j . CDf, 13. 913 13. 91 TEE WITH PLUG 1 . 9 8 O // •�2-0 1" DRY N g :,. • f \ �.� �.. - - - - 1- - - -� SPRINKLER DROP 12 6-6 I 0 12—C 1 — 3—O 12-u 0 120 ! 12-0 1 � 6 - 10 DOW CORNING 739 0 a 0 • �� • PLASTIC ADHESIVE z FOAM BACKER ROD z _j I FREEZER/COOLER = 13. 97 0 E U) CEILING z O AJC [ C� I � z j - - Q — 13. 913 1 13. 91 " z 13. 980 W //�.. SPRINKLER CUP GLOBE MODEL GL5681/ y � 1 I E Y2 �! TYCO MODEL TY3555/ _11—— 1 Y2 Y2 Y2 mow.,. .„ Y sam�x + .m x n scs� �a — a � � z 0 COVER PLATE VICTAULIC V3301 ' C f ° ' I - ' _ � 21" CONCEALED 2007 DRY 6— 0 —0 � ', �� - - 0 • 12 -0 2—0 I12-0 1-2 ; z C� PENDENT SPRINKLER I1 __ ! OPTION A (NO SUBSTITUTIONS) ? � 1 . 9D3 � �� _ .=w, c 1/ » m 2 O OPTIONB INSTALLATION PR0CEDURE . .--------------------------------. _� ____ .__ ____ _�® _ . _ __ _._ _ _ --------- ___ __ _____ _ B __.�.__...__...__—___- . �._.�_��w_._._.� __ __.__� ___�A�.� _—.._ _�_�_______�_�—_�_ _ ____ _ __. __�_�.—_______.___.________. _ _ ..___ B a — — — _ 1-3 _�� a 1. CORE DRILL 2 1/2" DIAMETER HOLE IN THE FREEZER/COOLER ,� 13. 913 13.= 13 ~ = N � INSULATED CEILING PANEL FROM BELOW. LOCATE HOLE AND 13. 9 80 ------ 01 — m REQUIRED SPRINKLER PROTECTION IN ACCORDANCE WITH NFPA I _ O °' w — �-- - -- --tea z 13 OBSTRUCTION CRITERIA (SSP TYPE SPRINKLERS). MAINTAIN if 1 // l - 1 11 11 lr` �/ /f O z 6" CLEARANCE FROM COOLER SEAMS. 2 I 11Y2 2 , 2 2 12 O wo 2. INSTALL TYCO DRY PENDENT SPRINKLER PER MANUFACTURERS 12 0 6— 0 2—0 12 0 ( 12—0 2 4" 6-'"11 � U Q z � o INSTALLATION REQUIREMENTS. INSERT BOOT PRIOR TO MAKE-UP • It w U) WITH PIPING. �174: `y j a p Q Q o Lo 0 3. COMPLETELY SEAL INTERFACE BETWEEN BOOT FLANGE AND TOP OF ( 0 0 j- 0 i CD FREEZER/COOLER PANEL WITH ADHESIVE PROVIDED WITH BOOT IN H I c ; WHICH .. RLMSKM Ll ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. W I C H 09.04.15 CCD 2 "' 4. APPLY STRAP TIES ON BOOT AROUND DRY SPRINKLER BARREL PER I I MANUFACTURERS INSTRUCTIONS. CD jl� 13. 9 80 i ; 13. 913 13. 9113 I i z SUPPLY FROM WET �I PIPE SPRINKLER SYSTEM j /f ! I Y 1 Y2 Y2 0 0 172 0 2 0 0 Y2' 0 0 1 2 4 � , 1 �I'`'` �:::� — — a rc ��C. z 12- 0 6-0 — 12-0 � ' 12-0 1 - 0 2-4 — 6-11 � m TEE WITH PLUG • • • �� cn 1% , w 06.15.15 1" DRY 2 NYLON STRAP TIES N \� ! M NO. SPRINKLER DROP (INSTALL OPPOSITE DIRECTIONS) = TYCO RUBBER SEAL � ~ "�"' � BOOT MODEL DSB-2 _ z r3. 9 7 c�no Fl� z w ` 1 . 9 0 i �! FREEZER/COOLER SEALANT PER BOOT 1 3. 91 3 13. 913 sir 1rttE CEILING MANUFACTURER z13. 980 N z 1211 1 �2 /i 1f2a 1Y2f/ 1 121/ 1Yf/ 211 1 211 WHICH WICH T I N , .. , . , ,, �:.., , FIRE 120 6 - 0 ' — r_- 1202— ! 12-0 2-�-4 611 SPRINKLER 0 • 0 0 • 0 • 0 E SPRINKLER CUP TYCO MODEL TY3555 - r I a PLAN CONCEALED 200'F DRY \ E PENDENT SPRINKLER COVER PLATE _ , 2 (NO SUBSTITUTIONS) '``° g ------------------------------ __ ___- ____ ___ _-_. __. ..•S; .W.. Via. M^ g;3...... ....._. ................. ._...._.m,.._ „......,..._... ............ ........ ......... ........,...... .......,.... ..- ...M..,._ ................«.,.... ,. �i v'A ;�'' 1 -M a, I C I RESERVED LR O COPYRIGHT 2015-BCRA.INC,ALL RIGHTS RE R OPTION B —-_ --- ----� y z � ,� ��\tea.moo;:., =�-�,k.a�.. �. � sa-Pk .•�..»: � .a ..�a.�...ae� \� .,..... ... m .� _ — SFEET • �`�� gee",. ,.$ . N .'�d�'�,�� Ms- � ._..a�'.��°� �,,..�..... NOTE: CONTRACTOR TO SEAL DRY PENDENT SPRINKLERS AT FREEZER/COOLER "1_2 ` o USING ONE OF THE OPTIONS ABOVE. NO OTHER SEALANTS ARE PERMITTED. j 9 A REFERENCE ONLY ry FREEZER /COOLER FIRE SPRINKLER ' FIRE SPRINKLER NOT APPROVED WITH THIS PERMIT 0 0 2' 4' 6' 0 2' 4' 6' F1 4. 2 DRY PENDENT SPRINKLER NEW WORK PLAN DEMO PLAN v NTS 2 1/4"' = 1'-0" SCALE: 1 4 -1 -0" 1/4" = 1'-0" SCALE: 1/4"=1'-0" / » d o z Q w 81 j ! C) I ALL DEVICES ARE NEW OR I TELEPHONE CONDUIT, EXISTING TO REMAIN UNLESS I N I � REF CIVIL NOTED OTHERWISE I `� N W U ! EXISTI IG CONT CTOR H N EXISTING � a� N Co TELEPHONE EXISTING — — -- i RIM y I BACKBOARD PANEL sm 4 ! 1-11D f � FIRE ( ELECTRICAL i ........... ` SPRINKLER j I f RPS I I 3 2 1 FACP j ,E I XIS G Will , GEA f i SPRINKLER /ELECTRICAL RM POWER PLAN- 3 1/4" = 1'-0" HENDERSON xljENGINEERSM 8345 LENEXA DRIVE,SUITE 300 LENEXA,KS 66214 TEL 913 742 5000 FAx 913 742 5001 www.hei-eng.eom 1592095935 (015 j I j j i j I I I j I I j I I ALL DEVICES NEW OR EXISTING TO REMAIN UNLESS NOTED OTHERWISE a Ij --------- --------—_..__..____.._....________-- 1 I r__„_-______—____________________—____—___..____-- I �-1--- _»».2._..__. __-----____ 1-___ -----------_».---------------- 1 I � ' I I ! E10.2 I I I ; I ; j E14.2 € ! E11.2 1 ` X12.2 E12.2 $ 13 2 # ----_—..._._«�...�,».�.w.»,.,...».»,.,..�»»»...�,----»�»,....�.»»»». ....°»,.».,...»»........€d..... ».�....,.._» _�.. ®».,,.. ,.®<v_..«.»».,.-.»_«_......:...,._,_ f• - £, ,-3: »®_.�. .._.:,..._.».....»...,..........»»..m..,�..._.._...�.».._..,,_..._.._«_.. ,,�» ».»nom..,».», .,��,» ».� .� ,...,._.,,...»....,.,._._._......_..._......._....._.....,.r fff » » � r.- �� 1 E I DEMO I ; r .> Et~ 1 a I z I DEMO I ELECTRICAL ' � f WH I # �I.1I,�Ek ..,_.�, '3pRt DEMO 1 �» I 3 , :. DEME � s�, a t p a�T t- ......._... �,�. , I I i # Z0 z u- -li _ 0 = -E I IEl ». ------- co 2 N IISTING USI t �_ 4 j j j j ! II L I # 1..� L.�.______I �E RELOCA GE "`» � # I j j j j 0 0 O Q I AS�SHOWN m �,F 1 j l i Il ,° <. �.... O J � W RELOCATED r r _ w U r------- �� _ -� j �' I I Ij — _ _ I Luz ai - »— — a '_ WHICH WICH ! Lo — m i »_ Q o [ } I ! ! I I a_ ti �-- m I CD (!17ID TIE1 I' I R0 09.04.15 CCD 2 1 I � ,r ' GREAT CLIPS M3qCONJOY TERIYAKI N IL # m s I I f I ! ! € € DE j T' DEMOI! E wO ! I E L--------- » _. _ I I DATE 06.15.15 t- I ! I ! I I I ! , . 1 I eco No. W E _ g 15 I I I{ »_» _» »�___ _» __ J »_......_....._,........,.................».......� .•oy' ..1..� ",`'rz�"'rr�.", ',.::.... �,. �...,,»,.».....,,.,...T...M.......»—»......_...�..».»,..,»,»,,..»..,,............ ,..-.._.,....-..».«._...,....,—........».»,_,_—_._....».>...,_�.»....�,.,, .......,.........._.,.......,.»....,»,..�......:..........»..._......._..«, .•si• k&.a,:, �. ., � "E',a• _ C # f E N w 1I 1j Ee--------------------------------- I ---------—._._.»....__,.__—____ II E #I _____.___ ».. .,_ _.1 1 1 »____»____»._»_____..»._�._ .___—____—. _______ __ _ __-_-___..___» jI jI .--------------------------------------------- OVERALL � ELECTRICAL PLAN Q (-"'D A CGOPYRIGHT 2015-BCRA,INC.ALL RIGHTS RESERVED Lf� o MT N N REFERENCE ONLY 0 NOT APPROVED WITH THIS PERMIT Lj < - 1 OVERALL ELECTRICAL PLAN E1 0 . 2 1/8" — 1'-0" Q Q GENERAL NOTES ELECTRICAL SYMBOLS 07.30.04 ELECTRICAL ONE- LINE FEEDER SCHEDULE ESO4-1 L1 D PANELBOARD C EXISTING 208/120V, 3PH, 4W10.29.10 LEGEND ES03 fo 3 FEEDER CONDUCTOR SIZE (75-C) CONDUIT SIZE (EMT) SERVES: HOUSE ELECTRICAL LOADS 200A, M.L.O. 1. PROVIDE SEALS AT RACEWAY PENETRATIONS AS (SYMBOLS APPLY ONLY WHEN USED ON DRAWINGS) 4 LOCATION: ELECTRIC RM. (7) AIC, SERIES RATED FOLLOWS: SYMBOL DESCRIPTION `C COPPER ALUMINUM 3 PHASE CONDUCTORS, CONDUCTORS CONDUCTORS 3 PHASE CONDUCTORS 3 PHASE CONDUCTORS, NEUTRAL, GROUND, AND A. FIRE RATED WALLS: SEAL PER INCANDESCENT OR HID FIXTURE FEEDER N0. AND GROUND NEUTRAL, AND GROUND SPECIFICATIONS FOR FIRE STOPPING. � / O OF (THWN) (XHHW-2) ISOLATED GROUND (WALL MOUNTED/CEILING MOUNTED) AMPACITY KVA B. EXTERIOR: REFER TO ARCHITECTURAL C SETS PHASE & GROUND PHASE & GROUND NO COPPER ALUMINUM NO COPPER ALUMINUM NO COPPER ALUMINUM DESCRIPTION WIRE BRK PL PL RKR WIRE DESCRIPTION DOCUMENTS FOR SEALING REQUIREMENTS AT FLUORESCENT FIXTURE Nin NEUTRAL & 1.G. NEUTRAL & 1.G. FEEDERS FEEDERS FEEDERS FEEDERS FEEDERS FEEDERS A B C ALL EXTERIOR MOUNTED DEVICES, FIXTURES, U- 3 fire & elec lights 20 1 0.10 1 20 SPARE 2 ENCLOSURES, AND RACEWAY PENETRATIONS. EXIT FIXTURE 1 200 1 3 0 6 250kcmil 4 A11 2" 2" B11 2" 2-1 2" C11 2" 2-1 2" / 3 exterior lights (11) 20 1 0.50 1 20 SPARE 4 1-0 / 0 (WALL MOUNTED/CEILING MOUNTED) 400 2 3/07 3 250kcmil 1 1 A17 2" 2" J13171 2" 2-1/2" C17 2" 2-1/2" 5 fire alarm 20 1 0.98 0.18 1 20 temp p rece tacle 6 2. WIRING DEVICES: DEVICE MOUNTING HEIGHTS 9; 7 fire & elec recepts 20 1 0.54 ARE FROM FINISHED FLOOR TO CENTER OF EMERGENCY FIXTURE 0.18 1 20 temp receptacle 8 OUTLET BOX UNLESS NOTED OTHERWISE ON NOTES: 1. CONDUIT SIZE BASED ON CONDUCTOR PROPERTIES LISTED IN THE CURRENT NEC EDITION, CHAPTER 9, TABLES 5 AND 5A, AND 1U 15 1 0.90 0.18 1 20 temp receptacle 10 PLANS. COORDINATE THE STANDARD MOUNTING N CONDUIT AREAS LISTED CHAPTER 9, TABLE 4 FOR EMT WITH 40% FILL. OTHER CONDITIONS MAY REQUIRE A LARGER CONDUIT, 11 SPARE 15 1 0.18 1 20 tem receptacle 12 HEIGHTS WITH MASONRY: $ SWITCH, SINGLE POLE SIZED PER NEC. 13 uh3 #8 35 2 2.50 0.18 1 20 temp receptacle 14 A. SWITCHES +46" SFA 15 2.50 0.02 1 20 spare 16 B. RECEPTACLES +20" $3 SWITCH, 3-WAY 17 Itelephone recept 20 1 0.36 1 1 20 spare 18 C. VOICE/DATA +20" 19 space space 20 3. WIRING SHALL INCLUDE FINAL CONNECTION TO $M SWITCH, MANUAL MOTOR 21 space space 22 ALL EQUIPMENT IN CONFORMANCE WITH 23 space space 24 EQUIPMENT SUPPLIER WIRING DIAGRAMS. 1P RECEPTACLE, DUPLEX 25 space space 26 4. CONTRACTOR IS RESPONSIBLE FOR PROVIDING RECEPTACLE, DUPLEX, 27 space space 28 COMPLETE PANELBOARD IDENTIFICATION 0CEILING MOUNTED 29 space space 30 SCHEDULES. 31 space space 32 5. BRANCH CIRCUIT CONDUCTORS SHALL BE -® RECEPTACLE, SPECIAL MINIMUM #12 AWG UNLESS NOTED OTHERWISE 33 space space 34 IN SCHEDULES. WHERE 20A BRANCH CIRCUITS m 35 space space 36 HAVE #8 AND LARGER WIRE SPECIFIED, #10 RECEPTACLE, SIMPLEX 37 space space 38 AWG WIRE SHALL BE USED FOR THE FINAL JUNCTION BOX 39 space space 40 CONNECTION (15-FT MAXIMUM). (WALL MOUNTED/CEILING MOUNTED) 41 Icontactor c1 1 20 1 0.01 1 Ispace 142 6. WHERE BRANCH CIRCUITS ARE GROUPED, SIZE TOTAL 3.50 4.10 1.71 KVA CONDUIT AND DERATE CURRENT CARRYING O, NON-FUSED DISCONNECT CONDUCTORS PER NEC. PER NEC ARTICLE 220 29 34 14 AMPS 7. PROVIDE HANDLE TIES ON ALL MULTIWIRE FUSED DISCONNECT TOTAL LOAD 9.31 KVA 26 AMPS BRANCH CIRCUITS TO MEET NEC REQUIREMENTS. CIRCUIT, CONCEALED IN WALLS OR HENDERSOH FEEDER LOAD 9.46 KVA 26 AMPS 8. CONDUITS EXTENDING BEYOND EXTERIOR WALL: CEILING E INDICATES EXISTING STUB OUT 2'-0" BELOW GRADE TO 5'-0" WIRING ' ENGINEERSv BEYOND EXTERIOR WALLS UNLESS NOTED OTHERWISE. COORDINATE LOCATION AND _____ CIRCUIT, CONCEALED IN SLAB FLOOR 8345 LENEXA DRIVE,SUITE 300 PROVIDE CONNECTION TO SITE CONDUITS. ''� E INDICATES EXISTING WIRING LENEXA,KS 66214 1 #3/0 BARE COPPER EXISTING CIRCUITRY SHOWN LOWERCASE IS TEL 913 742 5000 Fax 913 742 5001 EXTERIOR ( ) # / 9. SUPPORTS FROM STRUCTURE: NO ATTACHMENT CIRCUIT EXPOSED, www.hei-eng.com ON ORIGINAL BUILDING PLANS. IF �-r g.com WALL EXISTING CIRCUITS TO REMAIN ARE NOT OF ANY TYPE SHALL BE MADE TO BRIDGING OR E INDICATES EXISTING WIRING 1592095935 SHOWN ON THE PANELBOARD SCHEDULES, JOIST WEB MEMBERS. UTILIZE ONLY THE TOP I- i CONDUIT SLEEVE VERTICAL ARRANGE NEW CIRCUITS, AS REQUIRED, AND BOTTOM CHORDS FOR SUPPORTING THE BUILDING _..._._. BASED UPON PRESENT LOCATION OF ELECTRICAL SYSTEM INSTALLATIONS. REF STEEL EXISTING CIRCUITS TO REMAIN GENERAL ELECTRICAL CONNECTIONS TO = FLUSH MOUNTED PANELBOARD METERING STRUCTURE DETAIL. SWITCHBOARDNEUTRAL BUS 10. ONLY FEEDER CIRCUITS NOTED ON THE ONE SURFACE MOUNTED PANELBOARD I LINE DIAGRAM AND BRANCH CIRCUITS NOTED MAIN BONDING JUMPER BY LEGEND SHALL BE INSTALLED UNDER SLAB. MANUFACTURED WIRING SYSTEM BOND TO BUILDING ALL OTHER FEEDER AND BRANCH CIRCUITS STEEL WITH EXOTHERMIC EQUIPMENT BONDING JUMPER SHALL BE INSTALLED OVERHEAD. WELD 11. WHERE GROUPED CONDUITS ARE INSTALLED TELEPHONE / DATA BOX EQUIPMENT GROUND BUS WITHIN THE JOIST SPACE, COORDINATE WITH LOW VOLTAGE CABLE SPRINKLER CONTRACTOR PRIOR TO V BOX FOR OTHER INSTALLATION IN ORDER TO MAINTAIN REQUIRED U)FINISHED FLOOR CLEARANCES FROM SPRINKLERS FINISHED I /(y MOTOR GRADE 12. SEISMIC ZONE REQUIREMENTS: PROVIDE z EXPANSION COUPLINGS AND BRACING FOR F±1 PUSH BUTTON Q ELECTRICAL EQUIPMENT AS REQUIRED BY LOCAL CODES. BUZZER z 13. PROVIDE LIQUID-TIGHT FLEXIBLE METAL W CONDUIT AND WIRING FROM DISCONNECT SWITCH SAIL SWITCH OR JUNCTION BOX TO EQUIPMENT KNOCKOUT SS JUNCTION BOX N #3/0 BARE COPPER CONDUCTOR FROM OR ELECTRICAL CONNECTION POINT. O GROUNDING ELECTRODENEUTRAL BUS. EXTEND 20'-0" AT 14 2 SMOKE DETECTOR Z 0 SYSTEM INSTALLATION . WHERE EQUIPMENT NAMEPLATE PROTECTIVE BOTTOM OF FOUNDATION WITH MINIMUM DEVICE RATING DIFFERS FROM SIZE PROVIDED, ^ Z SHALL BE IN STRICT OF 2 COVERAGE CHANGE OUT BRANCH CIRCUIT WIRING AND ( HORN / STROBE LL COMPLIANCE WITH LOCAL �w 0 CODES AND/OR AUTHORITY IF WATER SERVICE LINE IS METAL IT PERNEC OVERCURRENT DEVICE TO APPROPRIATE RATING 1 HAVING JURISDICTION MUST BE BONDED TO GROUNDING ® _ DOOR HOLD OPEN pp LL Q ELECTRODE SYSTEM WITH A 3 0 15. UPON COMPLETION OF ELECTRICAL � 0 Q THWN COPPER CONDUCTOR. # / INCOMING INSTALLATION AND PRIOR TO ENERGIZING Q z PRIMARY - CIRCUIT: UTILITY _ A. INSPECT WIRE AND CABLE FOR PHYSICAL m GROUNDING ELECTRODE SYSTEM ABBREVIATIONS0-1 m TRANSFORMER - �° DAMAGE. Q N m 3 NTS 04.26.02 EP07-1 B. PERFORM CONTINUITY TEST. AFF ABOVE FINISHED FLOOR 0 _ rn C. VERIFY PROPER PHASING CONNECTION TO ALL O z CF CEILING FAN 0 g O 1 i i THREE PHASE MOTOR LOADS. p f- 0 EF EXHAUST FAN 1-- o COORDINATE EXISTING J Q Q � C) TRANSFORMER SIZE WITH - G GROUND ~ Q O `I' UTILITY FOR NEW TENANTS w Z Ln GFI GROUND FAULT CIRCUIT INTERRUPTER a Q Q o Ln CTS FURNISHED BY UTILITY, INSTALLED BY CONTRACTOR REPRESENTS THE AVAILABLE FAULT EXISTING "' I CT'S LOCATED AT METERING SWITCHBOARD CURRENT IN RMS SYMMETRICAL RH RADIANT HEATER � � � ti H N METER BASE FURNISHED BY CONTRACTOR, INSTALLED BY CONTRACTOR AMPERES AT THE RESPECTIVE NEW FIELD INSTALLED EXISTING (5) 5" SCHED. 40 EXISTING TO REMAIN: UH UNIT HEATER REVISIONS o METER FURNISHED BY UTILITY, INSTALLED BY UTILITY TRANSFORMER, PANEL, OR EQUIPMENT CONDUITS WITH PULL WIRE. (5) SETS OF (4)-500kcmil COPPER WH WATER HEATER 09.04.15 CCD 2 W METER LOCATION IN METERING SWITCHBOARD BASED ON INFORMATION RECEIVED FROM OR o METERING SEQUENCE HOT SEQUENCING (CT'S ON LINE SIDE OF MAIN) THE UTILITY ( ) SETS OF (4)-600kcmil ALUMINUMLLJ WP WEATHER PROOF COVERPLATE v WR WEATHER RESISTANT RECEPTACLE C EXISTING SWITCHBOARD (SES) -65 KAIC RATED- 28,179 z 1 2000 AMP BUS - 120/208 VOLT, 3 PHASE, 4 WIRE Q LLJ W REFERENCE ONLY C) M M M a# m ----------0NOT APPROVED WITH THIS PERMIT Q SECONDARY TERMINATIONS ' a�tE `-' AT TRANSFORMER BY U MAIN UTILITY COMPANY 06.15.15 DISCONNECT Lj SWITCH DaA NO. ``' SERVICE TRANSFORMER OUTSIDE WALL REF CIVIL PLANS )200A }200A 200A �400A 200A 600A I PANELBOARD NOTES � EUSERC RATED SERVICE 3P 3P 3P 3P 3P 3P i CARD RLE PRIMARY TERMINATIONS ENTRANCE SWITCHBOARD `V REF CIVIL PLANS AS APPROVED BY UTILITY - (1) TERMINATE GROUND ON ISOLATED GROUND BUS. SN�r nnE CD PROVIDED BY EDC VENDOR LLJ (2) INSTALL LOCKING DEVICE FURNISHED WITH OVERALL i TRANSFORMER PAD SES PANELBOARD (LOCK-OFF FOR MAINTENANCE). o REF CIVIL PLANS SECONDARY TERMINATIONS ; (3) INSTALL LOCKING DEVICE FURNISHED WITH N AT METERING SWBD BY UTILITY I SECTION 3 SECTION 2 SECTION 1 PANELBOARD (LOCK-ON FOR CRITICAL LOAD). ELECTRICAL (4) GFI BREAKER FOR PERSONNEL PROTECTION ONE-LINE & B11 B11 B11 B17 13,604 (5 mA). SCHEDULES LE SECONDARY TRENCH AND BACKFILL (5) GFI BREAKER FOR EQUIPMENT PROTECTION PROVIDED BY CONTRACTOR E PRIMARY SERVICE 8,896 10,757 14,920 (30 mA). � REF CIVIL PLANS ' -� � SECONDARY CONDUITS WITH PULL WIRE (6) CONDUCTOR SIZE HAS BEEN INCREASED FOR 12 PROVIDED BY CONTRACTOR C2 C3 C4 C5 C1 VOLTAGE DROP. SIZE EQUIPMENT GROUNDING PANEL PANEL PANEL PANEL PANEL CONDUCTOR PROPORTIONALLY PER NEC. UTILITY COMPANY: PORTLAND GENERAL ELEC. SECONDARY CONDUCTORS PROVIDED L2D L3D L4D L5D1 L1D (7) REFER TO ONE-LINE DIAGRAM FOR AVAILABLE ®COPYRIGHT 2015-SCRA INC.ALL RIGHTS RESERVED o CONTACT: RALPH REISBECK BECKM BY UTILITY FAULT CURRENT FOR INTERRUPTING RATINGS. sNEEr N ADDRESS: 9480 SW BECKMAN RD „ CITY, STATE, ZIP: WILSONVILLE, OR 97070 ( (GREAT (ICON (WHICH (8) REFER TO ONE-LINE DIAGRAM FOR WIRE SIZES. o NEMA 1, 30A, JOY Q PHONE: 503-570-4409 COORDINATE ALL REQUIREMENTS 4P, 120V COIL TERIYAKI) CLIPS) NAILS) WICH) (9) FACTORY WIRED TO LOAD. FAX: 503-570-4420 WITH LOCAL ELECTRICAL UTILITY MECHANICALLY (OR PRIMARY SERVICE PROVIDER HELD, TYP (10) REFER TO SITE LIGHTING PLAN FOR WIRE SIZES. D WHERE APPLICABLE) PRIOR TO UTILITY COORDINATION ONE- LINE DIAGRAM- -2 (11) THRU CONTACTOR. o BID. PROVIDE ALL MATERIAL AND E20 . 2 _ ° 2 LABOR NECESSARY TO COMPLY 1 (12) FURNISH AND INSTALL CIRCUIT BREAKER. q NTS 07.27.01 EP26 WITH LOCAL REQUIREMENTS. I N.T.S. ca o (X) DESIGNATES "SMART" BREAKER. Q Q PANELBOARD NOTES O Wd 3 (1) TERMINATE GROUND ON ISOLATED GROUND BUS. (2) INSTALL LOCKING DEVICE FURNISHED WITH io l PANELBOARD (LOCK—OFF FOR MAINTENANCE). (3) INSTALL LOCKING DEVICE FURNISHED WITH N PANELBOARD (LOCK—ON FOR CRITICAL LOAD). M N (4) GFI BREAKER FOR PERSONNEL PROTECTION (5 mA). � a (5) GFI BREAKER FOR EQUIPMENT PROTECTION (30 mA). CR a (6) CONDUCTOR SIZE HAS BEEN INCREASED FOR 2 o VOLTAGE DROP. SIZE EQUIPMENT GROUNDING N CONDUCTOR PROPORTIONALLY PER NEC. 9 10 (7) REFER TO ONE—LINE DIAGRAM FOR AVAILABLE suL FAULT CURRENT FOR INTERRUPTING RATINGS. j !JUNCTION BOX AT STRUCTURE FOR (8) REFER TO ONE—LINE DIAGRAM FOR WIRE SIZES. EXTERIOR SIGN MOUNTED WITHIN i (9) FACTORY WIRED TO LOAD. 13'- 0" OF EXTERIOR SIGNAGE AREA, k I ;REFERENCE ARCHITECTURAL PLANS (10) REFER TO SITE LIGHTING PLAN FOR WIRE SIZES. � (11) THRU CONTACTOR. (12) FURNISH AND INSTALL CIRCUIT BREAKER. Cr, mm_ � � F -------------------------_ ._.-------------- (X) DESIGNATES "SMART" BREAKER. . .--� L5D C5, REF a i A, 7 EI KEYNOTES 8 � x E ____...__.__._.. .__ 16.233 ROOF TOP UNIT IS PROVIDED WITH A - _� HACR RATED CIRCUIT BREAKER AND GFI DUPLEX RECEPTACLE. - 18 w 16.611 UNITS WITH SMOKE DETECTORS: PROVIDE HENDERSON 5`1 3/4 CONDUIT FROM LOW VOLTAGE WIRING L5D _-_ —_w-,�am _. a COMPARTMENT, DOWN THROUGH ROOF Fx7j ENGINEERS 7 PROVIE» 1"C (WI CURB. RTU5 PULLWIRE FRO 8345LENEXADS6 2UITE300 .10M fTEL 913 742 5000 FAx 913 742 5001 r.a TE' EPHONE -B7tCKBOARD,,IN H www.hei-eng.com 1592095935 HOUSE ELECTRIC . ROOM TO TOP SI _...._OF,»THE...BOTT L5D 8 HORD OF BAR i.L5s CONTACTOR C5 10Lp L5D PANELBOARD SECTION #1: BREAKERS 1-42 208/120V, 3PH, 4W z I -- i l SERVES: WHICH WICH SECTION2: BREAKERS 43-84 400A, M.C.B. Q g ; LOCATION: WHICH WICH # (7) AIC, SERIES RATED z I — _m- PROVIDED AND INSTALLED BY E.C. GROUND BUS (BOTH SECTIONS) W TWO—SECTION PANEL _ WITH FEED—THRU LUGS SURFACE MOUNT N ~// -� DESCRIPTION WIRE BRKRPL KVA PLBRKR WIRE DESCRIPTION LL I ~� ( A B C I °� '� i ` 1 RTU4 6 60 3 0.50 1 20 EXTERIOR SIGN 11 2 0 0 t`o- t # ( ) Z LL B m_.»__.__.._.,�,_. --- ------rc ��» -- .�___-m_ ._- m _ M. ---—__.......,...-... - _ _.»-,_.�_�,.__.._._.—,._.__..._._------._.._.._..�..._... 3 10 TON 0.50 1 20 EXTERIOR SIGN (11) 4 � - 5 0.50 1 20 EXTERIOR SIGN (11) 6 7 RTU5 #8 40 3 1 1.20 1 20 RTU RECEPTACLES 8 co L 9 5 TON 0.01 1 20 CONTACTOR C5 10 0 _ _-- 0 11 SPACE 12 Q - L5D 13 SPARE 20 1 SPACE 14 W H 1 C3 ., _. ..... _. _.__ _.... _ E 15 SPARE 20 1 SPACE 16 0 M N j RTU4 17 SPARE 20 1 SPACE 18 = N 19 SPARE 20 1 SPACE 20 J ~ WHICH WICH ; 21 SPARE 20 1 SPACE 22 : O 0 ZO Q I € 23 SPARE 20 1 SPACE 24 O J P c.) E 25 SPACE SPACE 26 Q o 0 �_ ~ I 27 SPACE SPACE 28 Q a I I 29 SPACE SPACE 30 o m { 31 SPACE SPACE 32 I 33 SPACE SPACE 34 J 35 SPACE SPACE 36 1' L5D I 37 SPACE SPACE 38 R�nswHs C) I 0 09.04.15 CCD 2 1n I i 4 I 39 SPACE SPACE 40 16.233 TYP I I 41 SPACE SPACE 42 m 16.611 TYP � ','VIA CONTACTOR :C5, REF 2—El 4.2 N 43 SPACE SPACE 44 m I - - - - -- -- ! g 45 SPACE SPACE 46 O I i I ® 0 1 47 SPACE SPACE 48 z 49 SPACE SPACE 50 a_ PHOTO CELL, LOCATED ON EXTERIOR I I JUNCTION BOX AT STRUCTURE FOR OF BUILDING, INSTALLED AND WIRED 51 SPACE SPACE 52 Q j ICTERIOR SIGN MOUNTED WITHIN BY CONTRACTOR 53 SPACE SPACE 54 OF EXTERIOR SIGNAGE AREA, DATE Li ( `ERENCE (ARCHITECTURAL PLANS 55 SPACE SPACE 56 I PH 06.15.15 j TIME CLOCK, 24 HOUR 7—DAY 57 SPACE SPACE 58 _ I 59 SPACE SPACE 60 MNo. I P 61 SPACE SPACE 62 TC 63 SPACE SPACE 64 coo RE iz 65 SPACE SPACE 66 ` 67 SPACE SPACE 68 wI -------------------- 69 SPACE SPACE 70 r nnE i I 71 SPACE SPACE 72 WHICH �, I j COIL 73 SPACE SPACE 74 N 75 SPACESPACE 76 WI CH I L5D-2 1 — TENANT 77 SPACE SPACE 78 ELECTRICAL A � SIGNAGE 79 SPACE SPACE 80 (D 2 2 81 SPACE SPACE 82 PLAN `` I 1y x 1 L5D-4 TENANT J� SIGNAGE 83 SPACE SPACE 84 3 TENANT TOTAL 10.50 9.31 9.30 KVA Q I I I L5D-6 — SIGNAGE PER NEC ARTICLE 220 88 78 78 AMPS I I BCRA � I ! � I N C 4 SPARE TOTAL LOAD 29.12 KVA 81 AMPS J6NCTION BOX AT STRUCTURE FOR VI a ONTACTOR / 000PYRIGHT 2015-BCRA.INC.AURIOHTSRESERVED N j ;EXTERIOR SIGN MOUNTED WITHIN C F 2—E14.2 I FEEDER LOAD 29.49 KVA 82 AMPS j 3'-0" OF EXTERIOR SIGNAGE AREA, r ! LIGHTING CONTACTOR #5 sir CD ( REFERENCE ARCHITECTURAL PLANS a 3 a 1 W o ELECTRICAL PLAN CONTACTOR WIRING DIAGRAM REFERENCE ONLY ¢ o 2 N.T.S. NOT APPROVED WITH THIS PERMIT El 4. 2 _ IL 0 ll rti ¢ Q KEYNOTES GENERAL NOTES 81 3 15.100 ROUTE PIPING THROUGH JOIST SPACE. 1. THE NATURAL GAS DEMAND SHOWN IN CUBIC 84 COORDINATE WITH HVAC AND OTHER FEET PER HOUR (CFH) IS BASED ON A HEATING 9 VALUE OF 1000 BTU PER CUBIC FOOT AND TRADES PRIOR TO INSTALLATION. DO NOT INSTALL PIPING DIRECTLY UNDER SPECIFIC GRAVITY OF 0.6. CONTACT LOCAL SKYLIGHT WELLS UNLESS INDICATED UTILITY FOR EXACT LOCATION AND SIZE OF GAS OTHERWISE ON PLANS. COORDINATE METER, GAS PRESSURE, SIZE AND TYPE OF j !„ PIPING AND VALVES REQUIRED FOR CONNECTION N WITH SPRINKLER CONTRACTOR PRIOR u; TO INSTALLATION IN ORDER TO TO METER. VERIFY CORRECT GAS PRESSURE MAINTAIN REQUIRED CLEARANCES DOWNSTREAM OF SERVICE REGULATOR AFTER GAS r- FROM SPRINKLERS. REFER TO PIPE UTILITY COMPLETES INSTALLATION. M c� v SUPPORT DETAIL FOR INSTALLATION. a 2. SANITARY SEWER PIPING SHOWN IS BASED ON � 15.101 COORDINATE CONNECTION OF THREE 1/4" PER FOOT FALL FOR ALL PIPING 2 1/2" N NEW 1" WATER METERS TO EXISTING AND SMALLER AND 1/8" PER FOOT FALL FOR ~ N 3 DOMESTIC WATER SERVICE. PROVIDE ALL PIPING 3 TO 6". COORDINATE BUILDING PRESSURE REGULATORS DOWNSTREAM SEWER LOCATION AND INVERT ELEVATION WITH s OF METERS AND SET TO 55 PSI. REFER CIVIL DRAWINGS. TO THE PLUMBING FIXTURE SCHEDULES. 3• INSTALL VTR'S A MINIMUM OF 24" FROM PARAPET WALL AND A MINIMUM OF 10 FT. FROM � . SEISMIC NOTES OUTSIDE AIR INTAKE OF ROOFTOP EQUIPMENT. 4. INSTALL CONTINUOUS SEALANT JOINT AT ALLitAiwI EXTERIOR WALL PENETRATIONS. REFER TO SEISMIC RESTRAINT SHEET SR1 FOR 5. FOR PIPING ROUTED ON EXTERIOR WALLS ROUTE INSTALLATION DETAILS. REFER TO THE PIPING ON THE INTERIOR SIDE OF INSULATED E SPECIFICATIONS FOR FURTHER INFORMATION. R WALL TO PROVIDE FREEZE PROTECTION. 0 ESL' 6. INSTALL FLUES A MINIMUM OF 8 FT FROM ROOF .1213112015 EDGE AND/OR PARAPET WALLS AND 10 FT FROM EQUIVALENT NOMINAL PIPE SIZES OUTSIDE AIR INTAKE OF ROOF TOP UNITS. Sep 2 2015 1 PLAN SIZE POLYPROPYLENE PEX 7. PROVIDE START-UP ASSISTANCE FOR ALL Im (COPPER) HOT WATER COLD WATER GAS-FIRED UNIT HEATERS. GAS LOADS 1/21$ 1/2p$ 1/21) 1/2" 3 4" 3 4" 3 4" 1" 8. PRIOR TO SUBMITTING BID, VISIT THE JOB SITE AND BECOME FULLY ACQUAINTED WITH THE OUTLOT BUILDING 5 PSI LOAD CFH 1" 1" 1" 1 1/4" EXISTING CONDITIONS OF THE PROJECT. EXISTING UNIT HEATER 250 1 1/4" 1 1/2" 1 1/4" 1 1 2" CONDITIONS WERE TAKEN FROM ORIGINAL TENANT LOW PRESSURE LOAD (CFH) 1 1/2" 2" 1 1/2" 2" DRAWINGS AND MAY NOT REFLECT EXACT JOY TERIYAKI 150 2" 2 1/2" 2" N/A AS-BUILT CONDITIONS. COORDINATE NEW WORK GREAT CLIPS 150 2 1/2" 3" 2 1/2" N/A AND DEMOLITION WITH OTHER DISCIPLINES AND ICON NAILS 108 3" 3 1/2" 3" N/A EXISTING CONDITIONS PRIOR TO CONSTRUCTION. WHICH WICH 890 4" 6" 4" N A 9. AT CONTRACTOR'S OPTION, IN LIEU OF COPPER TOTAL 1548 NOTE: REFER TO SPECIFICATIONS FOR WATER PIPING, PEX OR AQUATHERM PIPING MAY NOTE: ALL TENANT METERS ARE LOW PRESSURE APPROVED MANUFACTURERS BE USED. REFER TO EQUIVALENT PIPE SIZE SCHEDULE AND SPECIFICATIONS. 1" WATER U) METER € z 15.101 GAS METER BANK 1 I 1 REF 1-MP02.2 I r € € 3 DOMESTIC € € € 1 2 1 2 7�2 GAS ENTRY REF TENANT GAS LOADS 1 2 z DEMO EXISTING SPRINKLER WATER REF CIVIL FOR TOTAL LOAD CONTINUE I MP21 .2 , MP21 .2 3 4" GAS MP31 .2 MP31.2 ETR ETR UNDERGROUND MP41 .2 MP41 .2 W MP11 .2 MP11 .2 / ROOM PIPING UH,3 I 2 1/2 GAS ETR SANITARY PIPES ' �, ETR ;o GAS PIPE DOWN TO € THROUGH TENANT N 6 YCO 1 1/2" WATER 6" ETR / 10 I I INDIVIDUAL TENANT ! SPACE IE = 91.50 METER METERS TYP 2„ Z O ETR ., � 4t rn r I( V G LL Z_ - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---------------- r I SAMPLING PORT i I F - - L"__ , r 3 ETR T „ � 3 VENT � - - - s , - i - - � - - - G IF-1' 2>, - - , - - - - � � `�`�' � '�} VTI��� I i � VENT -� WITH 6 YCO I f CONTINUE - I �s I - » �- - - - G ;:. i� O I YCO ETR fi r. 6 6 ETR m I UNDERGROUND € =. - �, - G 2 o ETR VTR � € € r .�l,1 � , � - - - f c � � �� =` ...�� I � ETR t, &- r3. m a 1 2 e I J i SS (` __ ETR -» II,€, "� , �, I° SS SS I i O SANITARY'e PIPES I ( �� v' t i i R11 l � �� � � � SS 6 ETR I THROUGH TENANTS ! , Q r e __ E < ttl3tiB € r t, 1 1/4 �, ELECTRICAL € 2 4 ETR " m __J 4 ETR I € rrr SPACES I -T �- _» - 6 1 DEMO GAS PIPING �� r z ETR r------�- x, „ __� ON ROOF CAP GREASE WASTE I F tip ..... i o s_..__ _ 15.100 - - - 3/4 GAS a� � � � � �, !----- b b GW I ! �. I W TYP 2 PIPING REF 2-MPO2.2 ; PIPE 5 FROM W : -- 0 I I._.. M %I € „ TENANT WALL M }, . _____._._ Q € c 11 I 4 REF 1 MP11.2 GAS PIPING CAP Ia -». fi .ww I ~O = N €fix �€ € � �, �n... I d i,, a REF 1-MP21.2 r-___, rr r»__ _- _ c 2' ON ROOF EXISTING ` 4 ETR L.L rn m YCO IE - 94.5 I , --- , , _ r J I REF 1-MP31.2 GAS LINE I 1500 GALLON YCO O p Z m ETR I B I - - s-` w-________ ' € REF 2-MP02.2 �.` L° GREASE ETR � 0 ' INTERCEPTOR --� ~ 1500 GALLON I ___ € I ',fi ; , _ �: e I O r €/ I€ a , - »,��`� CAP GREASE WASTE w w Q GREASE I I i , , r ®a a €fix �€ € €J € I € I ETR Q (Y PIPE 5 FROM � } E �: � � o p INTERCEPTOR I/ I...._..-.......� I 1 1 -' , 1 \ TENANT WALL _ I ' v Q o C) ETR -------------- : c ae i 9 » t , r ``�11�Id19 i€ � €au I IE = 95.5 wZI DEMO a r t s, , / , r fi s tt r3 4" GAS + iti ,, , I I ` ua-� MOUNT ON Q o Q / r I ,� J J ; {� I I J FINISHED FLOOR€ ELEVATION = 100.00 ��� � __<.-� � CAP FLUE AND 3/4 COLUMN AT ' 1 � ` I GAS ROOF -, ~ ~ tan' CAP FLUE AND - _� I ' ' #1 �fi r_ I a��fi = - }� REGULA�T{7 , ____ PIPING ' I c s 3attf , ! I ( �� �F € ;, 1 --r�ro x 1 ! -» i tt, !ABOVE ttt 60 AFF I - } < GAS ROOF € r f c i r c g l fi r I L J »" € xt s! fir r �, � PENETRATIONS EF 5-M,P��€t�� € € € € �} N PENETRATIONS I "} '; a ' ` I L_~� I ' " - „ msio►�s r ; I___ 1 °.w_ € =�-, I ' o ? DEMO /4 REF ARCH CD REF ARCH a / I I + Iz__•____ • "s "s !"i - r Ar _nj € t, ra€r € t 1 r -Im s € c 1,,r- RC1 GAS PIPING 0904/15 C.C.D. #2 ! i c, x,i j, M -!€ € THRu= I UH1 t € x , , i -r- tri ; --_-- � _ _� �- ! . € �; � � -� � € - DEMO THERMOSTAT,HEATER,s e r€r TER, z ___ �'"� , _ °r'& ,., .�.: _.�fi � ��... y{"m,! qs s""1 r a €€x i€ € �� r�ry I € J -"� L� f�'c ( , _ _ ' I AND GAS PIPING p ''"!"` •'°"t?_.,. ,: P ,8 -x (�7 1- , L':...... c'3 a Ii t}-, u r €' x i i l t , 1 011, „ I € I3 } II L_ - %, r I I _ 1 1 ,41s € 1 -8 UH1 12'-0"AFF o I � � ---;a It I II sw �1 . :: r �- DOW SET THERMOSTAT ? I I, OWNER RETAINS z ' ' ' r '' °` € €, I ' d c _ s ' RIGHTS OF SALVAGE € € ,, g ,I , i E i ¢r , Q I i t € ' `€ it i € _ T � I i i s i tllilLi OJi � ; TO 60� J S .5...,, E LQ t.»__».m.... ..._. „x !€ € € .ExI L.« B Is , IFOR L) € �i I I RELOCATE UNIT I �� ; It xl j ; r r I ' t1 € REF 3-MP02.2 r € I t BEING NREMOVED. z L_ _ rr _ -" HEATER, THERMOSTAT _4 I I j ( , . r FLU ' T E J COORDINATE WITH THE �� FLUE, AND GAS PIPING I Ra"� R00 OWNER IF EQUIPMENTLij 06.15.15 - _ � , r IS TO BE SALVAGED t--w}r._._ t r "$A I REF M 2 i _-,I i - r- I ,i ,€ 1 , fr , I €€ € € i s AND THE STORAGE I o LOCATION. UNIT o _ I s € I HEATER IS THE coo RE N '�•--••� ••-.� € }£� ,y «w irr j�''"_^ -.alp' 1 1 1 PROPE TY OF THE j�i,.,..e.a i�._,.t }�v fi s� «...,..,,/YY I q S_."'_! i € , OWNER RAND SHALL ED ® ,; , 3 ------___- I NOT BE DAMAGED OR SIEEr UU r-, �} �_��� - -� I , , €, L� E I I�-mrl t, € _ L____»_.:------ € � a o ! DECOMMISSIONED PRIOR € , ROOF DRAIN AND ( OVERALL CD I , = I„__,I I , I ^_ I WCO ETR STORM PIPING I TO DISPOSAL. -M, �_ , 0 t >' N 4- - r -, �...»,} r *,) r..»».} r.m a i € € I € € TYP _ € C"i » -� r , -� + - , _fn I I "1!tf"" I ETR TYPMECHANICAL I' ., ..............».......,._....,....,........_......._,...,..._,__..,„,...„„-»..,»..w.,.,. .t..------ - .'.a:��\\�o�maxrr AND LT_ € �.- I I I " PLUMBING iI I i � i PLAN cv € (n1 i i J- �ij J-1 BCRA € 0 COPYRIGHT 2012-BCRA.INC.ALL RIGHTS RESERVED LO O € € E € € € € € € ! SIfET cl*+j CD 1 cn REFERENCE ONLY MP01 . 2 NOT APPROVED WITH THIS PERMIT _j 0 MECHANICAL FLOOR PLAN w 1 1" = 20'-0" o 0 z a w V) NATURAL GAS PRESSURE REGULATOR SCHEDULE GAS UNIT HEATER SCHEDULE MECHANICAL SYMBOLS PLUMBING SYMBOLS MANUFACTURER MARK AREA SERVED MANUFACTURER/ GAS HEAT cn W d OUTLET SENSUS METERING SYSTEMS - INVENSYS - EQUIMETER FISHER ITRON MODEL INPUT (MBH) 3 PRESSURE CAPACITY MODEL BODY SIZE *SPRING MINIMUM CAPACITY MODEL BODY SIZE *SPRING MINIMUM CAPACITY MODEL BODY SIZE *SPRING MINIMUM UH1 OUTLOT BUILDING REZNOR / UDAP-250 250 OT UH1 THERMOSTAT SS SANITARY SEWER �d SETPOINT RANGE NUMBER INLET-OUTLET RANGE ORIFICE RANGE NUMBER INLET-OUTLET RANGE ORIFICE RANGE NUMBER INLET-OUTLET RANGE ORIFICE MODINE / PDP250 250 WC CFH INCHES IN WC IN CFH INCHES IN WC IN CFH INCHES IN WC INCD LENNOX / LF24-250A 250 GW GREASE WASTELo 7 0-520 143-80-2 3/4-3/4 5-8.5 5/16 0-215 HSR 3/4-3/4 6-8 3/16 0-575 B-42R 3/4-1 5.5-9 1/2 x 9/16 2 521-715 143-80-2 1-1 5-8.5 5/8 216-425 HSR 3/4-3/4 6-8 3/8 576-880 B-31 R 1 1/4-1 1/4 4-9 1/2 GENERAL INFORMATION (ALL UNITS): ST STORM SEWER N 716-1100 243-8-2 1 1/4-1 1/4 5-8.5 1/2 426-1050 S-202 1 1/2-1 1/2 5-9 3/8 881-1920 B-34SR 2-2 6-9 7/8 x 1 1. ALL UNITS ARE 115V, 1 PHASE, 60 HERTZ WITH 24V CONTROL TRANSFORMER. 41 1101-2150 243-8-2 1 1/2-1 1/2 5-8.5 1 1051-2300 S-202 1 1/2-1 1/2 5-9 3/4 1921-3950 B-34R 2-2 5-8 7/8 X 1 2. INSTALL BOTTOM OF HEATER AT ELEVATION INDICATED ON DRAWINGS OVERFLOW ROOF DRAIN LINE `` 2151-4700 243-12-2 2-2 5-8.5 1 1/4 2301-4500 S-202 2-2 5-9 1 3/16 UNLESS NOTED OTHERWISE. 11 0-375 243-8-2 1 1/4-1 1/4 6-14 1/4 0-175 HSR 3/4-3/4 10-12.5 3/16 0-439 B-42R 3/4-1 8-14 1/2 x 9/16 3. PROVIDE 60 DEGREE DISCHARGE NOZZLE. _ DOMESTIC COLD WATER N a 376-1175 243-8-2 1 1/4-1 1/4 6-14 1/2 176-330 HSR 3/4-3/4 10-12.5 3/8 440-674 B-31 R 1 1/4-1 1/4 8-12 1/2 1a 1176-2175 243-8-2 1 1/2-1 1/2 6-14 1 331-950 S-202 1 1/2-1 1/2 10-12.5 3/8 675-1674 B-34SR 2-2 8.5-12.5 7/8X 1 10.28.11 G NATURAL GAS 2176-4500 243-12-2 2-2 6-14 1 1/4 951-2300 S-202 1 1/2-1 1/2 10-12.5 3/4 1675-3564 B-34R 2-2 6.5-13 7/8X 1 2301-3350 S-202 1 2-2 1 10-12.5 1 3/16 - - - - - - - - PLUMBING VENT SM GENERAL INFORMATION (ALL REGULATORS): GAS PRESSURE REGULATOR 1. MINIMUM INLET PRESSURE, 1.5 PSI; SET OUTLET PRESSURE TO 7 INCHES WATER COLUMN UNLESS NOTED OTHERWISE. 2. VERIFY CAPACITY SHOWN ON PLANS WITH CAPACITY SCHEDULED FOR EACH REGULATOR MANUFACTURER BEFORE ORDERING. CAPACITIES VARY BETWEEN MANUFACTURERS. 3. PROVIDE WITH INTERNAL RELIEF VALVE. C ELBOW - TURNED DOWN �5 alillia'PR O * FOR MUNTERS UNIT USE SPRING RANGE TO SET OUTLET PRESSURE AT 11 INCHES OF WATER COLUMN. 0- ELBOW - TURNED UP ,"K CONTACT INFORMATION: SENSUS-SENSUS METERING SYSTEM: 1-800-375-8875; FISHER-VINSON PROCESS CONTROLS: 1-888-217-5428; ITRON-MIDWEST GAS EQUIPMENT, INC: 1-877-962-8808. TEE - TURNED DOWN 05.29.09 pp TEE - TURNED UP pL. .MO.�IV TU E SCH.E�U�,E. HsH BALL VALVE t5� t �,,r~a ""'�„+"""`�~.�,•~..,,. . '.~"a `ter �""� ,,p~~� ew' . : . y r^"dr'� °"~.. 1�7i"AeRk FI�rt�JR"r= �tANCFi SIZE N:f" �iANU"�'A�IUK �L , 'fR1iC�``� t�f�i� "ice �" , CW HW WASTE VENTNUMBER PLUG VALVE PRV WATER --- --- --- --- WATTS LF223 LEAD FREE BRONZE BODY VALVE WITH SHUT-OFF VALVES FOR SIZES Sep 2 2015 PRESSURE UP TO 2-1/2", CAST IRON BODY FOR 3" AND ABOVE. MAXIMUM CHECK VALVE REGULATOR OPERATING PRESSURE OF 200 PSI. CONFORM TO ASSE 1003. WILKINS 500XL bC SHUT-OFF VALVE IN VERTICAL LINE GENERAL INFORMATION (ALL FIXTURES): WATER PRESSURE REGULATOR 1. SUBSTITUTIONS NOT PERMITTED. REF SPECIFICATIONS FOR APPROVED MANUFACTURERS OF THE FOLLOWING TRIM AND ACCESSORIES; BACKFLOW PREVENTER 02.27.15 M WATER/FLOW METER LISTED FLUE CAP REF SPECIFICATIONS O ROOF DRAIN/OVERFLOW ROOF DRAIN (REZNOR: USE —� YC0 YARD CLEANOUT MANUFACTURER'S VENT CAP OPTION CC1) --�I WCO/CO WALL CLEANOUT/CLEANOUT HIGH TEMP SEALANT 12" MINIMUM ABOVE CONNECT TO EXISTING STORM SNOW LEVEL OR PER COLLAR AUTHORITY HAVING ETR EXISTING TO REMAIN JURISDICTION 26 GA. MINIMUM METAL FLASHING (n COLLAR/INSULATION z SHIELD BY GAS REF ARCHITECTURAL PROVIDED OND15 UNDER COMPANY DIVISION z 00 FOR ROOF PENETRATION (VERIFY) Q AND FLASHING DETAILS z UNION INSTALL PIPING SHOWN IN THISW �: �i li� IE�..`.�''�M� ,e DETAIL TO AVOID CONFLICT WITH �� PRESSURE TESTI- TEE W/CAPPED UNIT INTERIOR ACCESS FOR z_ FITTING 1/8" PRESSURE INSPECTION AND/OR MAINTENANCE 1" MIN GLASS FIBER z GAUGE CONNECTION INSULATION 2 = = O PRESSURE REGULATOR TYPE B FLUE VENT GAS PIPE TO z LL ADDITIONAL GAS INSTALL MIN 18 ABOVE ROOF WITH RELIEF OR AS REQUIRED PER - _ METERS AS VENT FACING IN THE DOWN POSITION SEAL ALL SINGLE WALL FLUE MANUFACTURER'S SHOWN ON - N REF GAS PRESSURE REGULATOR SCHEDULE INSTRUCTIONS PLANS m LL. iz �� JOINTS AND SINGLE TO I I g UL LISTED BALL GAS VALVE DOUBLE WALL FLUE VENT SINGLE WALL FLUE _ J O m PIPING TO INDOOR REF SPECIFICATIONS; NO JOINTS WITH MINIMUM RATED UNLESS NOTED - = Q OTHERWISE ON PLAN GAS PIPES UP z �f GAS EQUIPMENT SUBSTITUTIONS PERMITTED 500' F SILICONE ADHESIVE EXTERIOR WALL W 0 SEALANT BY GENERAL REFER TO UNIT HEATER _ - - - Q i PROVIDE ONLY MALLEABLE OF BUILDING, m 3" FULL SIZE _ IRON OR FORGED STEEL ELECTRIC OR EQUAL ONTO ROOF, F- Q N FLUE VENT SIZING TABLE I I I I LOCATION AND O = N SEDIMENT TRAP-\ N z WELDED TYPE PIPE FITTINGS FOR FLUE SIZES NOT J_ _ m `� PER SPECIFICATIONS SHOWN ON PLAN SIZE AS SHOWN ~ TYPICAL BRANCH _ _ _ _ ON PLAN o z ROOF PENETRATION REF ARCH ROOF PENETRATION REF ARCH WITH GAS TYP OF 3 O J o 3 ROOF _ UNIT HEATER FLUE VENT SIZING TABLE SHUT-OFF COCK CD ❑ ❑ � Q Q 0 CD MANUFACTURER MODEL # DIAMETERLUE VENT MAXIMUM FLUE FT. ANCHOR RISERS 2 z 6, BEAM CLAMP 2 x 2 x 1/4 if REZNOR UDAP-100 4Ln gly11 35 TO WALL AT TEN Q Q o "' ANGLE OR 1 5/8 x 1 5/8 MODINE HD100 5" 25 EXISTING GAS FOOT INTERVALS r`n I= OFFSET UNISTRUT TO TOP CHORD ALL THREAD ROD N LENNOX LF24100A 5" 25 - PIPE UP AND S G m OF BAR JOISTS o ANGLE OR UNISTRUT REZNOR UDAP-250 5" 50 THROUGH RISER CLAMPS. REVISIONS MOUNT PIPE WITH U-BOLT - JOIST MODINE PDP250 7" 25 - ETR 06/25/15 a TO 1 1/2 X 1 1/2 X 1/4 LENNOX LF24250A 7" 25 - - EXTERIOR WALL 0 09/04/15 C.C.D. #2 o _ ANGLIRON BOLTED TO G REZNOR UDBP-250 5" 50 CD W ANGLE OR UNISTRUT SUPPORT PIPING FROM II �� m 24" JL= STRUCTURE PER MODINE BDP250 7" 25 - SPECIFICATIONS. PRE SIZE. TRANE GBND025 7" 25 ? PLANS TYPICAL GAS CD ROOFTOP GAS REGULATOR FLUE THRU ROOF STRAINER - - _ SHUT-OFF COCK 5 NTS 12.26.06 MT01-2 NTS 02.26.10 MM05 PIPE INCREASER Q TYP - - - DATE - - 06.15.15 w BWA GALVANIZED PIPE STAINLESS STEEL _ - - PROVIDE 6" LONG N0' � EACH UNIT HEATER SHALL BE INSTALLED STRAP. FIT TIGHT ADJUSTABLE HOSE CLAMP - I I I I DIRT LEG AT o WITH INDIVIDUAL FLUE, REF FLUE THRU ROOF TO PIPE. 4„ 4„ BOTH SIDES - - - - - BOTTOM OF ( ) RISERS. G1Do FlLE �, DETAIL FOR SIZE AND REQUIREMENTS GAS LINE PAINTED GALVANIZED PIPE STRAP ONE - - - - CD EXCESS FLOW VALVE (EFV) REF ARCH SIZE LARGER THAN PIPE O O PIPE INCREASER _ (WHEN SHOWN ON PLAN) REF FLUE THRU RUBBER WALKPAD -GAS LINE PAINTED n TYP i IN VERTICAL POSITION REF ROOF DETAIL ADHERED TO ROOF REF ARCH El OVERLALL oMANUFACTURER'S INSTRUCTIONS REF ARCH 'j- NEW LOW PIPE UNION WITH MECHANICAL SUPPORT FROM STRUCTURE RUBBER WALKPAD GROUND JOINT clllj REF ROOFTOP GAS ABOVE PER MANUFACTURER'S "ROOF MEMBRANE ADHERED TO ROOF PRESSURE REGULATOR - - TYP AND REGULATOR DETAIL RECOMMENDATIONS REF ARCH EZ ROOF � ' ' -ROOF INSULATION ` -- `-°- ROOF MEMBRANE _ [E G 1 1/2" ZINC COATED ROOF INSULATION - CONNECT NEW P LU M B I N G KEEP ASSEMBLY IN ROOF JOIST AREA LAG SCREWS TYP I LOW PRESSURE E GAS PIPING 1 1/2" ZINC COATED SYSTEM 5 PSI METER NEW LOW DETAILS WITH NO PORTION TREATED WOOD BLOCKING: REGULATOR SET - UPSTREAM of AND PIPING PRESSURE METER REF PLAN LAG SCREWS TYP N BELOW BOTTOM 6X6X12 FOR GAS PIPING AT 5 PS1 ETR ETR CHORD OF JOISTS BALL VALVEC MAX TREATED WOOD BLOCKING: EXISTING 5 PSI TYP OF 3 IN DO NOT ADHERE TO PAD I SYSTEM R�j� 6X6X12 FOR GAS PIPING 1J HANGER GRADE OR 000PYRIGHT 2012-BCRA,INC.ALL RIGHTS RESERVED n 8 -0 OC MAX DO NOT COORDINATION OF THE INSTALLATION OF EACH GAS METER IS BY THE TYP PAVEMENT ADHERE TO PAD FUTURE TENANT. VERIFY REQUIREMENTS FOR METERING AND PIPING WITH SHIN N EXCESS FLOW VALVE SHALL BE: 6" DIRT LEG, END SHALL BE _� T I I I I -11111 GAS COMPANY. COORDINATE WITH GAS COMPANY WITH REGARD TO REFERENCE ONLY o OMEGA FLEX FGP-LFD-275B, ABOVE BOTTOM OF HEATER INSTALLATION OF OTHER PLUMBING UTILITIES IN VICINITY, IF ANY. APPLY NOT APPROVED WITH THIS PERMIT BY OMEGA FLEX, INC. 800-671-8622cn 3/4" I.D. FLEXIBLE GAS CONNECTOR PIPE DIAMETER LESS THAN 2" PIPE DIAMETER 2" OR GREATER FOR AND PAY GAS COMPANY FEES FOR INSTALLATION. USE WELDED OR MP02 . 2 GAS UNIT HEATER CON N E C TI 0 N SCREWED PIPE AND FITTINGS PER PLUMBING SPECIFICATIONS.WROOF TOP PIPE BLOCKING GAS METER SETTING -- MULTIPLE 3� NTS 05.27.11 MM092 NTS 01.28.05 MT07 NTS o C) z Q w EQUIVALENT NOMINAL PIPE SIZES GENERAL NOTES PLAN SIZE POLYPROPYLENE PEX 3 (COPPER) HOT WATER COLD WATER 12" 1/2" 1/2" 1/2" 1. THE NATURAL GAS DEMAND SHOWN IN CUBIC c 3/4" 3/4" 3/4" 1" FEET PER HOUR (CFH) IS BASED ON A „ HEATING VALUE OF 1000 BTU PER HOUR (1 019 a, 1 1/4" MBH) PER CUBIC FOOT AND SPECIFIC GRAVITY 1 1/4" 1 1/2" 1 1/4" 1 1/2" OF 0.6. CONTACT LOCAL UTILITY FOR EXACT = 1 1/2" 2" 1 1/2" 2" LOCATION AND SIZE OF GAS METER, GAS W 2" 2 1/2" 2" N/A PRESSURE, SIZE AND TYPE OF PIPING AND 2 1/2" 3" 2 1/2" N/A VALVES REQUIRED FOR CONNECTION TO 3" 3 1/2" 3" N/A METER. VERIFY CORRECT GAS PRESSURE tot DOWNSTREAM OF SERVICE REGULATOR AFTER Qj N a 4 6 4 N/A GAS UTILITY COMPLETES INSTALLATION. NOTE: REFER TO SPECIFICATIONS FOR APPROVED MANUFACTURERS 2. SANITARY SEWER PIPING SHOWN IS BASED ON '' N 1/4" PER FOOT FALL FOR PIPING 3" AND 9 10 9 10 SMALLER AND 1/8" PER FOOT FALL FOR SFA PIPING 4" AND LARGER. COORDINATE I i I a BUILDING SEWER LOCATION AND INVERT ELEVATION WITH CIVIL DRAWINGS. {' 3. INSTALL CONTINUOUS SEALANT JOINT AT ALL �4'�tl ' t�FFr EXTERIOR WALL PENETRATIONS. 4. INSTALL PIPING AT 60" MINIMUM FROM HVAC EQUIPMENT AND PARAPET WALLS. - �.a _." _ N,� - �_ � �" � 5. INSTALL ROOFTOP UNITS A MINIMUM OF 10 FT 2" €� € FROM EDGE OR A MINIMUM OF 60" FROM q � 9 REF 1 €t i REF ° .- " , RTU5 €$a � m � .• " N t € € �.. € ' t PARAPET WALLS THAT ARE AT LEAST 42 �� 1-MP01.2 �.. - v ! 1-MP01.2 ° �� 7 48"AFF ; HIGH. 15.100 rt CAP FOR! € s' 6. GAS PIPE SIZES ON PLANS HAVE BEEN U 14/14 :t2J3112Qtr DETERMINED IN ACCORDANCE WITH NFPA 54 Sep 2 2015 tst � 4>, € ENGINEERED FORMULAS. 3 i / €-_____ REF REF . r''� 1-MP01.2 €€� —SS 1-MP01.2 7. FLEXIBLE DUCTWORK IS NOT PERMITTED. �611 � Rt°g 3 6" I HENDERSON 4 16 8. DUCT SIZES SHOWN ON DRAWINGS ARE NET ENGINEERS t � 54 �, �-- 54 FREE AREA. INCREASE RECTANGULAR SHEET �� METAL SIZE AS REQUIRED FOR LINER. REFER ` iM i1 - ---- -- - TO SPECIFICATIONS FOR THE INSULATION 8345 LENEXA DRIVE,SUITE 300 REF I ` ° - REF + ' THICKNESS. CONTRACTOR'S OPTION, ROUND LENEXA,KFAx94 , 15.701 €� TEL 913 742 5000 Fax 913 742 5001 1-MP01.2 ' `�- —GW _� €�, 1-MP01.2 € DUCTWORK OF EQUIVALENT FREE AREA MAY ' 1 75_ 4" "' t € `, 4" , t ""\ € `, € �� BE USED IN LIEU OF RECTANGULAR. www.hei-eng.eom __. L ---------1 �� � � " � ��__�� __ � 1592095935 2" \� - _ k RTU5 9. DUCT SUPPORT AND GRILLE DETAIL IS ' � 1°� MAINTAIN 1/8" PER ° � � °4 1150 MBH APPLICABLE THROUGHOUT THE STORE. DO �„,, „, r FOOT FALL t 1. �o NOT SUPPORT DUCTWORK FROM BRIDGING. DO NOT USE FASTENERS THAT PENETRATE ROOF j 1 1 I DECK. 10. REFER TO STRUCTURAL DRAWINGS FOR EXACT m 2 t x LOCATIONS OF ROOFTOP EQUIPMENT. MP42.2 i �� 11. LABEL RTU'S WITH 6 IN BLACK PERMANENT t 1, ► & t 1ti t PAINT STENCIL. NUMBER UNITS AS INDICATED ON DRAWINGS. LOCATE LABEL FOR EACH PROVIDE VALVED AND ° _ _ _ - _ UNIT SO IT CAN BE READ FROM THE ROOF CH � CAPPED TEE FULL ```� HATCH. SIZE OF MAIN LINE f � M ,•, ,,, M FOR FUTURE .W-1 12. PROVIDE START-UP ASSISTANCE FOR ALL z 1 CONNECTION OF 500 , 2.' GAS-FIRED EQUIPMENT INCLUDING BUT NOT - - - ----- -- --�-�- -° � i MBH. OPEN VALVE -_--- ---- -- -- Ni LIMITED TO ROOF TOP UNITS, RADIANT Q t FOR PRESSURE TEST ° [ HEATERS, UNIT HEATERS, AND COOKING z_NQ € AND CLOSE VALVE € EQUIPMENT. COORDINATE ADJUSTMENT OF W € AFTER TEST. ° € REGULATORS WITH SET-UP PERSONNEL TO L ENSURE CORRECT GAS FLOW PRESSURES FOR I ®° ° � PROPER OPERATION OF ALL EQUIPMENT d �/ LL f d " t �, 13. PRIOR TO SUBMITTING BID, VISIT THE JOB SITE ( O - P ! I / � -,_ � � �° P �� � l � � AND BECOME FULLY ACQUAINTED WITH THE z LL ' ° 2" EXISTING CONDITIONS OF THE PROJECT. --- _. B -......----_-. ...... ---... -- - � -�� � -------- --- ------ _ _._._._•_-._.._ _.. B EXISTING CONDITIONS WERE TAKEN FROM � o _ I - - _. _ - ORIGINAL DRAWINGS AND MAY NOT REFLECT [_4-4-: 4-:4 EXACT AS-BUILT CONDITIONS. COORDINATE m LL Q € t€ NEW WORK AND DEMOLITION WITH OTHER J O m €( ¢€€ - - t € EXISTING CONDITIONS PRIOR z 5w �'d.». .«...,......�w.«................�Fx .«. "....,«.._..,, wef .,.....—w...'-...— "�w`.�-^mat]>Y^"^'^^""""".-� �� 4! µ,..ms ....,_�..x�.�<., «..:'«», V ________ DISCIPLINES AND EX � 3: CD TO CONSTRUCTION. W t 15.701 ----- COPPER WATER PIPING, PEX OR AQUATHERM �/ _ 04 oo�°� 1 1/4" 14. AT CONTRACTORS OPTION, IN LIEU OF 1- 0 c~n N ROUTE DUCTS _j crf t- °' € HIGH AS PIPING MAY BE USED. REFER TO EQUIVALENT H I POSSIBLE PIPE SIZE SCHEDULE AND SPECIFICATIONS. O O 2 p TYP 0 1 w- Q Lt CD 0 0 € 20/14 KEYNOTESLo z o � QQo �, a 3: J ti P CIA 15.100 ROUTE PIPING THROUGH JOIST SPACE. sto m ' I COORDINATE WITH HVAC AND OTHER Z TRADES PRIOR TO INSTALLATION. DO 09/04/15 C.C.D. #2 1 ; ° RTU4 3 FOR FUTURE ° NOT INSTALL PIPING DIRECTLY UNDER 240 MBH SIMSKYLIGHT WELLS UNLESS INDICATED z ° 1 MP42 2 TENANT OTHERWISE ON PLANS. COORDINATE °' ( MP42.2 CONNECTIONS WITH SPRINKLER CONTRACTOR PRIOR ' E TYP ' TYP ° TO INSTALLATION IN ORDER TO TYP - _ _ _ I s MAINTAIN REQUIRED CLEARANCES FROM SPRINKLERS. REFER TO PIPE SUPPORT DETAIL FOR INSTALLATION. 15.102 MOUNT SHUT-OFF VALVE ABOVE DATE `a € ACCESSIBLE CEILING AT 14 FT. AFF. o SUSPEND SIGN FROM COLD WATER LINE 06.15.15 € € N NEXT TO VALVE ABOVE CEILING TO READ AS FOLLOWS: "TENANT WATER SUPPLY BM NO. SHUT-OFF VALVE". 15.701 PROVIDE VERTICAL RETURN DUCT SAME CADD RLE N i O t 0 0 t € I 0 0 t � i SIZE AS UNIT OPENING. EXTEND TO 24" BELOW ROOF JOISTS AND CAP FOR 3/4" , ,, ° � ; �' `"� FUTURE TENANT FINISH-OUT. WHICH WI CH - - - - I 'T ° MECHANICAL REF 8P MHP42.2 48TAFF SEISMIC NOTES AND o �� •., ' _ ._ _- _ - _ _ _ �-- ----. _ ---- -- . . _ _ _ - - --- - -_ PLUMBING REFER TO SEISMIC RESTRAINT SHEET SR1 FOR INSTALLATION DETAILS. REFER TO THE PLANS SPECIFICATIONS FOR FURTHER INFORMATION. I BCRA ! R E k 9COPYRIGVR 2016-BCRA,INC.ALL RIGHTS RESERVED N N € REFERENCE ONLY NOT APPROVED WITH THIS PERMIT PLUMBING PLAN MECHANICAL PLAN M P 41 . 2 r w 1/4" = 1'-0" 1/4" = 1'-0" J O H w o � 0 z Q w SPECIALTY PLUMBING FIXTURE SCHEDULE MECHANICAL SYMBOLS PLUMBING SYMBOLS0 C4m S2 MARK FIXTURE FIXTURE DESCRIPTION 3 MANUFACTURER CATALOG NUMBER RECTANGULAR DUCT 18" WIDE SS SANITARY SEWER 8 --- WATER VALVES FULL PORT BRASS BALL VALVE WITH PLASTIC JACKETED LEVER TYPE HANDLE. 18/12 BY 12" DEEP 90 GW GREASE WASTE RED-WHITE 5044AB OR 5049AB APOLLO SERIES 70LF CRANE LF9210 SERIES WATTS FBV-3C OR FBVS-3C NIBCO FP-600-A 9 10 12 12 DIAMETER ROUND DUCT 01.27.12 19 - DOMESTIC COLD WATER N HOSE BIBB / HYDRANT SCHEDULE M N laj MARK FIXTURE DESCRIPTION � SUPPLY PLENUM C ELBOW - TURNED DOWN ^ �i MANUFACTURER CATALOG NUMBER 0 - ELBOW - TURNED UP FPWH1 3/4" COLD WATER FREEZE PROOF WALL HYDRANT WITH BRASS HINGED BOX, INTEGRAL VACUUM BREAKER, AND LOOSE TURN KEY. RETURN PLENUM a VVOODFORD B65 JOSAM 71000 WADE 8600,175 PRIER C-634BX ZURN Z1320 JR SMITH 5509 QT co TEE - TURNED DOWN N 01.27.12 OT RTU1 THERMOSTAT ROOFTOP UNIT SCHEDULE (LENNOX SG SERIES) TEE - TURNED UP sEa. ALL PRODUCTS ON THIS SCHEDULE ARE FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR. REFER TO SPECIFICATIONS. 'i' BALL VALVE MARK AREA NOMINAL SUPPLY FAN GAS HEAT SMOKE NOTES TOP BEAM SERVED CAPACITY OUTSIDE INPUT DETECTORCLAMP TYP F>CSHUT-OFF VALVE IN VERTICAL LINE !jj PR TONS CFM ESP AIR CFM OPERATION MBH 3 LOCATION TOP CHORD OF JOIST ROOFS /p cc, y RTU4 WHICH WICH 10 3700 0.5" 370 AUTO 240 RAFPWH FREEZE PROOF WALL HYDRANT , RTU5 WHICH WICH 5 2000 0.5" 200 AUTO 150 --- ROOF GENERAL INFORMATION (ALL UNITS): 2"x2"x1/4" ANGLE OR 1. UNIT IS 208V, 3 PHASE, 60 HERTZ. UNITS MUST BE UL OR ETL AS WELL AS AGA APPROVED. MINIMUM AFUE = 80%. 6' 1 5/8"x1 5/8" UNISTRUT 2. UNIT OPERATING WEIGHT (LBS): 10 TON = 1860, 5 TON = 1087. 6 ' DUCT HANGER STRAP 3. OUTSIDE AIR IS CONDITIONED THROUGH THE ROOFTOP UNIT AS SCHEDULED ABOVE IN ACCORDANCE WITH ASHRAE 62.1-2010. 9 p $,\. REF SPECIFICATIONS 4. HACR-TYPE RATED CIRCUIT BREAKER. 5. SMOKE DETECTORS ARE FACTORY INSTALLED. SQUARE WASHER THRU BOLT TYP :1213112016 6. SINGLE POINT POWER AND GAS ENTRY CONNECTIONS. & HEX NUT LOADS MUST BE 7. ROOF CURB AND ANCHOR BRACKETS FURNISHED BY OWNER, INSTALLED BY CONTRACTOR. REFER TO Sep 2 2015 HUNG WITHIN 3 BOTTOM OF 1" MIN. ALL THREAD ROD TYP SPECIFICATIONS AND HVAC SEISMIC/WIND RESTRAINT BRACKET DETAIL. OF PANEL POINTS STRUCTURE SHEET METAL 8. UNIT ENERGY EFFICIENCY RATING (EER) PER ARI 210 & 360 ARE AS FOLLOWS: 5 TON = 12.8, 10 TON = 12.1. REF STRUCTURAL SCREWS TYP FENDER WASHER & HEX NUT 9. UNIT SEASONAL ENERGY EFFICIENCY RATING (SEER) PER ARI 210 & 240 ARE AS FOLLOWS: 5 TON = 15.5. TYP FOR ROD J3' 6 INCH PIPE AND 10. PROGRAMMABLE THERMOSTAT IS FURNISHED SEPARATELY BY LENNOX AND INSTALLED BY CONTRACTOR. 60 MAX. / BPIPING RACKETER, USE THRU BOLT \ lrxljENGINEERSM HENDERSON 11. MAKE FINAL COMPRESSOR WIRING TERMINATIONS ON ROTATION-SENSITIVE COMPRESSORS. REC�7ANGULAR DUCT 2"x2"x1/4" ANGLE OR NECTION, WHERE 12. FULLY MODULATING ECONOMIZER. ' INSULATIONSIBLE. USE TRAPEZE \ % REC=,ANGULAR DUCT 1 5/8 x1 5/8 UNISTRUT GER WHERE JOIST WEB 8345 LENEXA DRIVE,SUITE 300 13. FACTORY INSTALLED CONVENIENCE RECEPTACLE. RECTANGULAR DUCT PER -_NDICULAR TO STRUCTURE PARALLEL TO STRUCTURE ` PIPINGFLICTS WITH THRU BOLT SECTION AA LENEXA,KS 66214 14. STANDARD PERFORMANCE ECONOMIZER. - TEL 913 742 5000 Fax 913 742 5001 LOADS MUST BE INSULATION BEAM TYP www.hei-eng.com 07.27.12 ` PIPING SHIELD 1592095935 HUNG WITHIN 3" OPTIONAL ROUTING BEAM CLAMP BRACKET 3" 24" 6" '' °, OF PANEL POINTS IN CONCEALED DUCT HANGER STRAP TYP 3" REF STRUCTURAL MA MIN MAX F` A DECK TYP AREAS REF SPECIFICATIONS ROOF MAX ROOF - - 3/8" ALL 77= THREAD ROD INSULATION A r „ PIPING O VARIES 8"-12" 6 / 6 F � JOIST PANEL " 6 \ _ / INSULATION `` POINTS TYP SHIELD L L W/4, 4 MIN BOTTOM OF 2.5x2.5 EXTERIOR FACE OF WALL - " »x.25" ANGLE OR CLEVIS TOP CHORD OF JOIST = HOLD PIPE AGAINST INSIDE REF PLANS FOR STRUCTURE 2"x2"x1/4" ANGLE OR 1 5/8"x1 5/8" UNISTRUT HANGER FACE OF WALL (TYP EXTERIOR p� p� RUNOUT SIZES DUCT HANGER STRAP 1 5/8"x1 5/8" UNISTRUT CLEARAINCEI BETWEEN PIPE U) ALL PIPINGLE WALL WATER DROPS) F�' F�' °� TO REMAIN �� �Q- REF SPECIFICATIONS n �Rl AND JOIST MEMBERS TYP BAND CONCEALED P P Io�SMP� �6 SAME SIZE ASDUCT STRAP z INSIDE WALLS---,, FREEZE-PROOF WALL ROUND SUPPLY �O NOTE: Q HYDRANT WITH UNION ELBOW. AIR DUCT LOAD RATED 6'� 1. UTILIZE FOR ALL PIPING EXCEPT SPRINKLER, ROOF DRAIN, AND REFRIGERATION PIPING. COORDINATE LENGTH WITH FASTENERS 2. SPACE HANGERS AND SUPPORTS IN ACCORDANCE WITH SPECIFICATIONS. z INTERIOR PRE-NEGOTIATED SUPPLIER TO 3. LOCATE HANGERS WITHIN 3 INCHES OF JOIST PANEL POINTS U.N.O. w FURRED OUT VERIFY INSTALLATION REMAINS SUPPLY REGISTER, REF FLOOR PLAN 4. DO NOT SUPPORT PIPING FROM BOTTOM CHORD OF BAR JOISTS. WALL CONCEALED WITHIN FURRED W FOR SIZE AND LOCATION, MOUNT 5. INDIVIDUAL PIPES 3 INCH AND SMALLER NOT REQUIRED TO BE WITHIN 3 INCHES OF PANEL POINT. N / p WALLS WHERE PRESENT. REGISTERS @ 30 DEGREE ANGLE IN STOCKROOM 6. FOR PIPE RUNNING PARALLEL TO JOISTS, ATTACH TRAPEZE BEAM CLAMPS TO JOISTS ON EACH p 0. Z AREA AND 15 DEGREE ANGLE IN SALES AREA, SIDE OF PIPE TYP. Z ROUND SUPPLY INTERIOR FACE SPIN-IN FITTINGS W/ SCOOPS EXCEPT THOSE SHOWN ON BOTTOM 7. TRAPEZE HANGERS AND ALL THREAD RODS ARE SIZED TO CARRY (MAX) 6 - 3 INCH DIAMETER Z OF DUCT ON THE PLAN AIR DUCT COPPER PIPES FULL OF WATER 37.62 LBS/FT) OR EQUIVALENT. IF LOAD EXCEEDS MAXIMUM, OF EXTERIOR � ARE NOT ACCEPTABLE ( WALL Q CONTACT THE EOR FOR PROPER SIZING. 0 0 o NOTE: INSTALLATION SIMILAR PERPENDICULAR TO JOIST PARALLEL TO JOIST J cr_ N FOR FREEZE PROOF MIXING 45' LEAD IN �y m HOSE BIBB FPMHB DUCT SUPPORT AND GRILLE PIPE SUPPORT m O C) 7BRANCH DUCT FITTING 6 5 NTS 11.18.08 MP55 a NTS 08.13.01 MM25 NTS 04.24.09 MM01 W 0:_1 WALL HYDRANT ( FPWH1 8 NTS 01.29.09 MP03 Q cn N m 0 � O O F- CD LIFTING POINT SHOULD BE v Q Q o 0 DIRECTLY ABOVE CENTER w 2 Z �' 03/16 OF GRAVITY o Q Q C N SCREW HOLES H-STYLE PICK m FOUR PER ROW o BRACKET HVAC UNIT EQ SPACED TYP RElASIOWS 09/04/15 C.C.D. #2- M CD m #12 TEK SCREWS O ROUTE PIPING TO (TYP EIGHT C� ALLOW FULL OPENING � PER BRACKET) OAC ESS PANF ALLT EMS NT Q CURB 10 GA GALV TYP CHOOSE TOP OR CENTER GRAVITY OF UNION Q BOTTOM ROOF M ROW TEE W/CAPPED 1/8" GALV STRAP PRESSURE GAUGE w� BRACKET ATTACHMENT LENNOX RTU BRACKET TYP LLJ CONNECTION 06.15.15 GALVANIZED PIPE STAINLESS STEEL BMA NO. = BRACKET STRAP. FIT TIGHT ADJUSTABLE HOSE CLAMP TYP TO GAS PIPE. PAINTED 4„ 4" (BOTH SIDES) RONIT OFTOP CADD FILE GALVANIZED PIPE STRAP ONE 3 & 10 TON REF ARCH SIZE LARGER THAN PIPE 5 TON RUBBER WALKPAD %m Tm iLi ADHERED TO ROOF GAS-REF LINE H PAINTED BALLLGASD REF ARCH REF ROOFTOP PIPE WHICH WICH RUBBER WALKPAD VALVE BLOCKING DETAIL MECHANICAL NROOF MEMBRANE ADHERED TO ROOF FOR INFORMATION ONLY, REFER TO MANUFACTURERS INSTRUCTIONS. _ REF ARCH 3" FULL SIZE N =ROOF INSULATIONSEDIMENT AND o NOTES: ROOF MEMBRANE TRAP LENNOX RTU BRACKET LAYOUT 1. DETACH WOODEN BASE PROTECTION BEFORE RIGGING. 1 1/2" ZINC COATED ROOF INSULATION PLUMBING 2. RIG UNIT FOR LIFTING BY CONNECTING RIGGING TO THE UNIT BASE LAG SCREWS TYP ROOF USING BOTH HOLES IN EACH CORNER. ATTACH FOUR CABLES TO 1 1/2" ZINC COATED _ DETAILS E TREATED WOOD BLOCKING: a BRACKETS ARE FURNISHED WITH ROOF CURBS. BRACKET HOLES IN UNIT BASE RAIL, SEE FIGURE. CRANE AND RIGGING MUST BE LAG SCREWS TYP Cv CONSTRUCTION QUANTITIES AND SPACING SHOWN ON THIS DETAIL CAPABLE OF HANDLING WEIGHT LISTED IN MANUFACTURER'S PUBLISHED 6X6X12 FOR GAS PIPING Z REFERENCE ONLY A IS FOR GENERAL COORDINATION ONLY. INSTALL BRACKETS INFORMATION. 8'-0" OC MAX 7 TREATED WOOD BLOCKING: C i ACCORDING TO CURB MANUFACTURER'S INSTALLATION INSTRUCTIONS. 3. ALL PANELS MUST BE IN PLACE FOR RIGGING. DO NOT ADHERE TO PAD 6X6X12 FOR GAS PIPING T APPROVED WITH THIS PERMIT COORDINATE FINAL BRACKET LOCATIONS WITH EQUIPMENT. DO NOT 4. PLACE FIELD-PROVIDED H-STYLE PICK IN PLACE JUST ABOVE TOP 8'-0" OC MAX DO NOT 60" MIN ®COPYRIGHT 2015-BCRA,INC.ALL RIGHTS RESERVED CD OBSTRUCT OPENINGS OR UTILITY CONNECTIONS. EDGE OF UNIT. FRAME MUST BE OF ADEQUATE STRENGTH AND ADHERE TO PAD SH Er N LENGTH. (H-STYLE PICK PREVENTS DAMAGE TO UNIT.) T I T� ITS 1 0 5. LIFTING POINT SHOULD BE DIRECTLY ABOVE CENTER OF GRAVITY. AT ROOFTOP EQUIPMENT co HVAC SEISMIC/WIND PIPE DIAMETER LESS THAN 2" PIPE DIAMETER 2" OR GREATER MP42 . 2 W o RESTRAINT BRACKET LENNOX RTU RIGGER ROOF TOP PIPE BLOCKING GAS CONNECTION SUPPORT Li 4 NTS 06.27.08 MM28 3NTS 01.28.05 2 NTS 01.28.05 MT07 1 NTS 01.28.05 MT01-1 a d a z Q w